HomeMy WebLinkAboutFloor JoistsCREEKSIDE LOT 72
Single 16" BCI® 4500s-1.8 ��� qq9
P.�SSED
Boise cascade Sing
1st Floont-loor Jolstsw l tit 37) (Floor Jolst)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i737)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
n-09-00
Total Horizontal Product Length=17-09-00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow Wind Roof Live
B1,4"
646/0 161 /0
B2, 2"
701 / 0 175 / 0
Load Summary
Live Dead Snow Wind Rooef OCS ,
Tag Description
Load Type Ref.
Start End Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L
00-02-00 17-09-00 Top
40 10 n\a
2 FC1 Floor Material Unf. Lin. (lb/ft) L
01-07-15 17-09-00 Top
40 10 n\a
Controls Summary
Value %Allowable Duration Case
Location
Pos. Moment
3749 ft-Ibs 91.7%
100% 1
09-00-02
End Reaction
876 Ibs 81.1 %
100% 1
17-09-00
End Shear
860 Ibs 43.5%
100% 1
17-07-00
Hole #1 Shear
448 Ibs 81.6%
100% 3
05-00-00
Hole #2 Shear
511 lbs , 93.2%
100% 4
13-09-00
Total Load Deflection
L/619 (0.337") 58.1 %
n\a 1
09-00-02
Live Load Deflection
L/774 (0.269") 62.00%
n\a 6
09-00-02
Max Defl.
0.337" 33.7%
n\a 1
09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8" L 12"
Circular
Horizontal
H02
13-09-00 8" L 12"
Circular
Horizontal
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Wall/Plate 4" x 1-3/4" 807 Ibs 13.2% 54.7% Unspecified
B2 Hanger 2" x 1-3/4" 876 Ibs 76.2% 81.1% ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: ,, Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip Joist nails. SO
�
Page 1 of 83
' Boise cascade Single 16" BCI® 4500s-1.8
1st Floor\Floor JoistsW 1 (i737) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: - Description: 1 st Floor\Floor Joists\J 1(i737)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed -to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAMIm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 2 of 83
Single 16" BCI® 4500s-1.8
0 Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
1st Floor\Floor Joists\J1(i757) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i757)
Specifier:
Designer:
Company:
n-os-oo
B1 � 132
Total Horizontal Product Length = 17-09-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
586/0
147/0
B2, 2"
586 / 0
147 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Tag Description
Load Type
Ref. Start
End
Loc. 100%" 90% 115% 160%_ 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top 67 17 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Moment
3145if-ibs
76.9%
-100%-___ --
1- - 09-00-02
End Reaction
733 Ibs
- 67.8%
100%
1 17-09-00
End Shear
719 Ibs
36.4%
100%
1 00-04-00
Hole #1 Shear
373 Ibs
67.9%
100%
3 05-00-00
Hole #2 Shear
428 Ibs
78.1 %
100%
4 13-09-00
Total Load Deflection
L/738 (0.283")
48.8%
n\a
1 09-00-02
Live Load Deflection
L/922 (0.226")
. 52.1 %
n\a
6 09-00-02
Max Defl.
0.283"
28.3%
n\a
1 09-00-02
Span / Depth
13.0 -
Hole Location -
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
05-00-00 8"
L 12"
Circular Horizontal
H02
13-09-00 8"
L 12"
Circular Horizontal
%" Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
733' Ibs 12.0%
49.7%
Unspecified
B2 'Hanger
2" x 1-3/4"
733' Ibs 63.7%
67.8%"
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: i Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium' Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at.B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 3 of 83
Boise Cascade Single 16" BCI® 4500s-1.8 PwSSE®
1st Floor\Floor Joists\J1(i757) (Floor Joist)
�1439
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive 1 Glued & nailed March 24, 2020 08.
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i757)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (1-/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 4 of 83
<9) Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports:
B1
ESR-1336
Single 16" BCI® 4500s-1.8
��sslE®
1st Floor\Floor Joists\J1(i757) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i757)
Specifier:
Designer:
Company:
n-09-00
Total Horizontal Product Length=17-09-00
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
586/0
147/0
B2, 2"
586 / 0
147 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft)L 00-02-00 17-09-00
Top 67 17 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
-- --Pos: Moment-
3145 ft-Ibs
76.9016—
100%
1 -09=00=02-, -~T--._. -
End Reaction
733 Ibs
67.8%
100%
1 17-09-00
End Shear
719 Ibs
36.4%
100%
1 00-04-00
Hole #1 Shear
373 Ibs
67.9%
100%
3 05-00-00
Hole #2 Shear
428 Ibs
: 78.1 %
100%
4 13-09-00
Total Load Deflection
L/738 (0.283")
48.8%
n\a
1 09-00-02
Live Load Deflection
L/922 (0.226")
52.1 %
n\a
6 09-00-02
Max Defl.
0.283"
28.3%
n\a
1 09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height Width Shape Orientation
H01
05-00-00 8"
L 12"
Circular Horizontal
H02
13-09-00 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
733 Ibs 12.0%
49.7%
Unspecified
B2 Hanger
2" x 1-3/4"
733, Ibs 63.7%
67.8%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium' Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 5 of 83
Boise Cascade �_._.
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Floor\Floor Joists\J1(i757) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I .Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i757)
Specifier:
Designer:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified.(L/480) Live load deflection criteria.
Design meets arbitrary (17) Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load. deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 6 of 83
Y
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
1 st Floor\Floor Joists\J1(i764) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i764)
Specifier:
Designer:
B1 n-os-oo
82
Total Horizontal Product Length = 17-09-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B 1, 4"
817 / 0 20410
B2, 2"
662 / 0 165 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type I Ref. Start
End
Loc. 100%" 90%" 115%" 160%" 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 01-07-15 17-09-00
Top 73 18 n\a
2 J6(i746)
Conc. Pt. (Ibs) L 01-08-13 01-08-13
Top 308 77 n\a
Controls Summary
Value %" Allowable
Duration
Case Location
Pos. Moment
3674 ft-Ibs 89.8%
100%
1 08-07-13
End Reaction
827 Ibs 76.5%
100%
1 17-09-00
End Shear
1021 Ibs 51.7%
100%
1 00-04-00
Hole #1 Shear
401 Ibs : 73.2%
100%
3 05-00-00
Hole #2 Shear
495 Ibs 90.2%
100%
4 13-09-00
Total Load Deflection
L/625 (0.334") 57.6%
n\a
1 08-10-11
Live Load Deflection
L/781 (0.267") 161.4%
n\a
6 08-10-11
Max Defl.
0.334" 33.4%
n\a
1 08-10-11
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
05-00-00 8" L 12"
Circular Horizontal
H02
13-09-00 8" L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW) Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4" 1021 Ibs 16.7%
69.2%
Unspecified
B2 Hanger
2" x 1-3/4" 827 Ibs 71.9%
76.5%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®. 177 ifflimmNESMINSIMO 1 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Dodble 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 7 of 83
Single 16" BCI® 4500s-1.8
0 Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer.
Code reports: ESR-1336
Notes
1st Floor\Floor JoistslJ1(i764) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i764)
Specifier.
Designer:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load; deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 8 of 83
Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
Single 16" BCI® 4500s-1.8 PASSE®
1st FlooAFloor JoistslJI(i776) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i776)
Specifier:
Designer:
Reaction Summary (Down / Uplift)
Bearina Live
r7-09-00
Total Horizontal Product Length=17-09-00
B1,4" 703/0 176/0
B2, 2" 703 / 0 176 / 0
Snow
Roof Live
132
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
'% Allowable
Duration
Case
Location
Pus. Moment
3774 ft-Ibs
92.3%
100%
1
09=60-02-----
End Reaction
879 Ibs
81.3%
100%
1
17-09-00
End Shear
863 Ibs
43.7%
100%
1
00-04-00
Hole #1 Shear
447 Ibs
81.5%
100%
3
05-00-00
Hole #2 Shear
514 Ibs
93.7%
100%
4
13-09-00
Total Load Deflection
L/615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
L/768 (0.271 ")
62.5%
n\a
6
09-00-02
Max Defl.
0.339"
33.9%
n\a
1
09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
13-09-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
879Ibs 14.4%
59.6%
Unspecified
B2 Hanger
2" x 1-3/4"
879, Ibs 76.5%
81.3%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium ! Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 9 of 83
r
@Boise Cascadefflff_R_:�Single 16" l3Cl@ 4500s-1.8
1st Floor\Floor Joists1J1(i776) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1 (i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009. j
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 10 of 83
Single 16" BCI® 4500s-1.8
SBoise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
B1
1st Fl;ooffloor Joists\J1(i776) - 01 (Floor Joist)
Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i776)
Specifier:
n-09-00
Total Horizontal Product Length=17-09-00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 4"
703 / 0
176 / 0
B2, 2"
703 / 0
176 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
%Allowable Duration
Case
Location
- Pos. Moment
3774-ft-Ibs-- -
92.3%
100%
°1
09-00-02 - ----,.�_-
End Reaction
879 Ibs
, 81.3%
100%
1
17-09-00
End Shear
863 Ibs
43.7%
100%
1
00-04-00
Hole #1 Shear
447 Ibs
81.5%
100%
3
05-00-00
Hole #2 Shear
514 Ibs
93.7%
100%
4
13-09-00
Total Load Deflection
L/615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
L/768 (0.271")
62.5%
n\a
6
09-00-02
Max Defl.
0.339"
33.9%
n\a
1
09-00-02
Span / Depth 13.0
Hole Location Valid
Hole Summary Center Elevation Ref. Height Width Shape Orientation
H01 05-00-00 8" L 12" Circular Horizontal
H02 13-09-00 8" L 12" Circular Horizontal
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Wall/Plate 4" x 1-3/4" 879 Ibs 14.4% 59.6% Unspecified
B2 Hanger 2" x 1-3/4" 879 Ibs 76.5% 81.3% ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium' Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 11 of 83
s Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Fli oor\Floor Joists\J 1 (1776),- 01 (Floor. Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i776)
Specifier:
Designer:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB shel thing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOIST@ , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 12 of 83
Boise Cascade 1 Single 16" BCI® 4500s-1.8 P�iSSE®
1st FloorlFloor Joists\J1(i776) - 02 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(1776)
City, State, Zip: Specifier:
131 n-09-00
B2
Total Horizontal Product Length=17-09-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,4" 703/0 176/0
B2, 2" 703 / 0 176 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
i
%Allowable
Duration
Case
Location
Pas. Moment
3774 ft-Ibs
92:3%
100%
1
09-00=02 - --° - -
End Reaction
879 Ibs
81.3%
100%
1
17-09-00
End Shear
863 Ibs
! 43.7%
100%
1
00-04-00
Hole #1 Shear
447 Ibs
81.5%
100%
3
05-00-00
Hole #2 Shear
514 Ibs
93.7%
100%
4
13-09-00
Total Load Deflection
L/615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
L/768 (0.271")
62.5%
n\a
6
09-00-02
Max Defl.
0.339"
33.9%
n\a
1
09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
13-09-00 8"
L 12"
Circular
Horizontal
Bearing Supports
Dim. (LxW)
% Allow
Value Support
% Allow
Member
Material
B1 Wall/Plate
4" x 1-3/4"
879 Ibs 14.4%
59.6%
Unspecified
B2 Hanger
2" x 1-3/4"
879 Ibs 76.5%
81.3%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 13 of 83
Boise cascade Single 16" BCI® 4500s-1.8 PASSED
1st FloorTloor JoistsWl(i776) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(1776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@) ,
Page 14 of 83
Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
Citv. State. ZiD:
B1
Single 16" BCIO 4500s-1.8 P�4SSE®
1st Floor\Floor JoistsXA(i776) - 03 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Reaction Summary (Down / Uplift)
B1, 4"
B2, 2"
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i776)
SDecifier:
17-09-00
Total Horizontal Product Length=17-09-00
703/0 176/0
703/0 176/0
B2
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) , L 00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
- 37744ft-Ibs- -
92.3%
100%
1
09-00-02
End Reaction
879 Ibs
81.3%
100%
1
17-09-00
End Shear
863 Ibs
43.7%
100%
1
00-04-00
Hole #1 Shear
447 Ibs
81.5%
100%
3
05-00-00
Hole #2 Shear
514 Ibs
93.7%
100%
4
13-09-00
Total Load Deflection
L/615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
L/768 (0.271 ")
62.5%
n\a
6
09-00-02
Max Defl.
0.339"
33.9%
n\a
1
09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
13-09-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
879 Ibs 14.4%
59.6%
Unspecified
B2 Hanger
2" x 1-3/4"
879 Ibs 76.5%
81.3%
ITS1.81/16
BC FloorValue@) Summary
BC FloorValue®: Subfloor. 3/4" OSB, Glue + Nail
Minimum Enhanced Premium; Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 15 of 83
Single 16" BCI® 4500s-1.8
6Boise Cascade Mffg
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Floor\Floor Joists\J1(i776) - 03 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i776)
Specifier:
Designer:
Design meets User specified (U360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009. j
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 16 of 83
-a Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
Single 16" BCI® 4500s-1.8
1st FlooAFloor JoistsW I (i784) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
Reaction Summary (Down / Uplift)
Bearing Live
March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J 1(i784)
Specifier:
Designer:
Company:
17-09-00
Total Horizontal Product Length=17-09-00
Ibs)
Dead Snow Wind Roof
B1, 4" 514/0 129/0
B2, 2" 514/0 129/0
B2
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L. 00-02-00 17-09-00
Top
58 15 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
2759 ft-Ibs
67.5%
100%
1
End Reaction
643 Ibs
59.5%
100%
1
17-09-00
End Shear
631 Ibs
31.9%
100%
1
00-04-00
Hole #1 Shear
327 Ibs
59.6%
100%
3
05-00-00
Hole #2 Shear
376 Ibs
68.5%
100%
4
13-09-00
Total Load Deflection
L/841 (0.248")
1 42.8%
n\a
1
09-00-02
Live Load Deflection
L/1051 (0.198")
45.7%
n\a
6
09-00-02
Max Defl.
0.248"
24.8%
n\a
1
09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
13-09-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxM
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
643 Ibs 10.5%
43.6%
Unspecified
B2 Hanger
2" x 1-3/4"
643, Ibs 55.9%
59.5%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 17 of 83
.S.Boise Cascade Single 16" BCI® 4500s-1.8
1st FloorlFloor Joists1J1(i784) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i784)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong=Tie, Inc.
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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®, AJS-,
ALLJOISTO , BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAW, VERSA -RIM PLUS@ ,
Page 18 of 83
Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
61
Single 16" BCI® 4500s-1.8 �SSiE®
1 st FlooAFloor JoistslJ2(i750) (Floor Joist)
Dry 11 span No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Reaction Summary (Down / Uplift)
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J2(i750)
Specifier:
15-04-14
Total Horizontal Product Length = 15-04-14
B1,4" 621 /0 155/0
B2, 2" 610/0 152/0
B2
Load Summary
Live Dead Snow Wind Roof OCS
Live
_Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
2824 ft-Ibs
69.0%
-100% - _
1
07-09-08 --
End Reaction
762 Ibs
70.5%
100%
1
15-04-14
End Shear
745 Ibs
37.7%
100%
1
00-04-00
Hole #1 Shear
354 Ibs
64.5%
100%
3
04-09-08
Hole #2 Shear
361 Ibs
65.8%
100%
4
10-10-08
Total Load Deflection
L/915 (0.197")
39.3%
n\a
1
07-00-08
Live Load Deflection
L/1144 (0.158")
42.0%
n\a
6
07-09-08
Max Defl.
0.197"
19.7%
n\a
1
07-09-08
Span / Depth
11.3
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-09-08 8"
L 12"
Circular
Horizontal
H02
10-10-08 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
7761 Ibs 12.7%
52.6%
Unspecified
B2 Hanger
2" x 1-3/4"
762 Ibs 66.3%
70.5%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-09-07
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 19 of 83
49 Boise cascade Single 16" BCI® 4500s-1.8 Pi4SSl=®
1 st Floor\Floor Joists\J2(i750) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J2(i750)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (1-/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOIST@ , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 20 of 83
Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
131
Single 16" BCI® 4500s-1.8 PASSED
1 st Floor\Floor JoistslJ2(i772) (Floor Joist)
Dry 11 span 11 No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J2(i772)
Specifier:
Designer:
Company:
15-04-14
Total Horizontal Product Length=15-0444
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
534/0
133/0
B2, 2"
530 / 0
133 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) ' L 00-00-14
15-04-14
Top 30 7 n\a
2 FC1 Floor Material Unf. Lin. (lb/ft) , L 00-01-12
15-04-14
Top 40 10 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Moment
2456 ft-Ibs
60.1 %
100%
1 07-09-08
End Reaction
663 Ibs
61.3%
100%
1 15-04-14
End Shear
648 Ibs
32.8%
100%
1 00-04-00
Hole #1 Shear
308 Ibs
56.1 %
100%
3 04-09-08
Hole #2 Shear
314 Ibs
57.2%
100%
4 10-10-08
Total Load Deflection
L/1052 (0.171")
34.2%
n\a
1 07-09-08
Live Load Deflection
L/1315 (0.137")
36.5%
n\a
6 07-09-08
Max Defl.
0.171"
17.1%
n\a
1 07-09-08
Span / Depth
11.3
Hole Location
Valid
Hole Summary,
Center Elevation Ref. Height Width Shape Orientation
H01
04-09-08 8"
L 12"
Circular Horizontal
H02
10-10-08 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member,
Material
B1 Wall/Plate
4" x 1-3/4"
667 Ibs 10.9%
45.2%
Unspecified
B2 Hanger
2" x 1-3/4"
663 Ibs 57.6%
61.3%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: 1 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-09-07
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 21 of 83
,a Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st FlooAFloor Joists\J2(i772) (Floor Joist)
Dry 11 span 11 No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J2(i772)
Specifier:
Designer:
Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 22 of 83
_0 Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Single 16" BCI® 4500s-1.8
1 st FloorlFloor JoistslJ2(i782) (Floor Joist)
Dry 11 span,1 No cant. 124 OCS I Non -Repetitive I Glued & nailed
File name: N358611 L&R.mmdl
March 24, 2020 08:14:39
Address: Description: 1 st Floor\Floor Joists\J2(i782)
City_ State_ 7in- Snecifier-
B1
Reaction Summary (Down / Uplift) (Ik
Bearing _ Live Di
15-04-14
Total Horizontal Product Length=15-04-14
B1,4" 611 /0 153/0
B2, 2" 610/0 152/0
132
Load Summary
Live Dead snow Wind Roof ocs
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment -
2824 ft-Ibs
69.0%
100%
1
07-09-08
End Reaction
762 Ibs
70.5%
100%
1
15-04-14
End Shear
745 Ibs
37.7%
100%
1
00-04-00
Hole #1 Shear
354 Ibs
64.5%
100%
3
04-09-08
Hole #2 Shear
361 Ibs
65.8%
100%
4
10-10-08
Total Load Deflection
L/915 (0.197")
39.3%
n\a
1
07-09-08
Live Load Deflection
L/1144 (0.158")
42.0%
n\a
6
07-09-08
Max Defl.
0.197"
19.7%
n\a
1
07-09-08
Span / Depth
11.3
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-09-08 8"
L 12"
Circular
Horizontal
H02
10-10-08 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
764 Ibs 12.5%
51.8%
Unspecified
B2 Hanger
2" x 1-3/4"
762 Ibs 66.3%
70.5%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium! Subfloor Rating: Code Minimum
Controlling Location: 07-09-07
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 23 of 83
Boise cascade MEE Single 16" BCI® 4500s-1.8 PASSEtD
Ist'Floor\FloorJoists\J2(i782) (Floor Joist)
BC CALC& Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J2(i782)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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& , AJS-,
ALLJOIST& , BC RIM BOARD-, BCI& ,
BOISE GLULAM-, BC FloorValue& ,
VERSA -LAM&, VERSA -RIM PLUS& ,
Page 24 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALL® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
1 st, FlooAFloor JoistsU3(1760) (Floor Joist)
Dry 11span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier.
Designer:
B1 15-01-06 B2
Total Horizontal Product Length=15-01-06
Reaction Summary (Down / Uplift)
Bearing Live
B1, 2"
B2, 2"
605 / 0 151/ 0
605/0 151 /0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
I Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft)
L 00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
2777 ft-Ibs
67.9%
100%
1
07-06-08
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 lbs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191 ")
38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1%
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756, Ibs 46.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium! Subfloor Rating: Code Minimum
Controlling Location: 07-06-11 1
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND@ RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, 1(2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 25 of 83
<5 Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1 st FloorlFloor Joists;W(W60) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009. 1
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMTM, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 26 of 83
Single 16" BCI® 4500s-1.8
-0 Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
1st FloorTloor JoistslJ3(i760) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Company:
15-01-06
Total Horizontal Product Length=15-01-06
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead
Snow
Wind Roof Live
B1, 2"
605/0
151/0
B2, 2"
605 / 0
15110
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06
Top 80 20 n\a
Controls Summary
Value
%Allowable
Duration
Case Location
Pos. Moment
2777 ft-Ibs
67.9%
100%
1 07-06-08 -
End Reaction
756 Ibs
1 69.9%
100%
1 00-00-00
End Shear
739 Ibs
37.4%
100%
1 00-02-00
Hole #1 Shear
358 lbs
65.2%
100%
3 04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4 10-07-00
Total Load Deflection
L/936 (0.191 ")
38.5%
n\a
1 07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6 07-06-08
Max Defl.
0.191"
19.1 %
n\a
1 07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756' Ibs 45.4%
69'.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®:
Subfloor: 3/4" OSB, Glue + Nail
Minimum
Enhanced Premium
Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 27 of 83
Boise Cascade Single 16" BCI® 4500s-1.8 PASSE®
1 st FloorlFloor JoistslJ3(i760) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists;W(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (1-/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB she glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 28 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
131
1st FloodFloor Joists\J3(i760) - 02 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: -N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Reaction Summary (Down / Uplift)
B1, 2"
B2, 2"
15-01-06
Total Horizontal Product Length=15-01-06
605 / 0 15'1 / 0
605/0 151 /0
Roof Live
132
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) ; L
00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
Pos. Moment
2777 ft-Ibs
67.9%
100%
1
07-06-08
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
' 37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191")
38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1 %
n\a
1
07-06-08
Span / Depth 11.2
Hole Location Valid
Hole Summary Center Elevation Ref. Height Width Shape Orientation
H01 04-06-00 8" L 12" Circular Horizontal
H02 10-07-00 8" L 12" Circular Horizontal
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16
B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16
i
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium 1 Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 29 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1 st FloorlFloor Joists\J3(i760) - 02 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
i
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Design meets User specified (L/360) Total load d,'eflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 30 of 83
is Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
Single 16" BCI® 4500s-1.8 PASSE®
1st Floor\Floor Joists\J3(i760) - 03 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Designer.
Company:
Reaction Summary (Down / Uplift)
Bearing Live
B1, 2"
B2, 2"
15-01-06
Total Horizontal Product Length=15-01-06
605 / 0 151 / 0
605/0 151/0
Snow Wind Roof Live
B2
Load Summary
Live Dead Snow Wind Roof ocs
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) ! L 00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
2777 ft-Ibs
67.9%
100%
1
07-06-08
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
' 37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191")
1 38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
' 41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1%
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756 Ibs 45.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: - Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium , Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 31 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALC@ Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Floor\Floor Joists\J3(i760) - 03 (Floor Joist)
Dry 11 spanNo cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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®, AJS-,
ALLJOIST@ , BC RIM BOARD-, BCI@ ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 32 of 83
Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
131
Single 16" BCI® 4500s-1.8
1st Floor\Floor Joists\J3(11760) - 04 (Floor Joist)
Dry 11 span jI No cant. 124 OCS I Non -Repetitive I Glued & nailed
Reaction Summary (Down / Uplift)
Bearing Live
March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(1760)
Specifier.
Designer:
Company:
1 1 1 1 1 1 1 1 1 1 1 1 1
15-01-06
Total Horizontal Product Length=15-01-06
s)
B1, 2" 605 / 0 15`1 / 0
B2, 2" 605 / 0 151 / 0
Snow Wind Roof Live
B2
Load Summary
Live Dead Snow Wind Roof oCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100%" 90%" 115%" 160%" 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) j L
00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
%Allowable Duration
Case
Location
Pos. Moment
2777 ft-lbs
67.9%
100% -
1
07-06-08
End Reaction
756 lbs
69.9%
100%
1
00-00-00
End Shear
739 lbs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 lbs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 lbs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191 ")
38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1 %
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary Center Elevation Ref. Height Width Shape Orientation
H01 04-06-00 8" L 12" Circular Horizontal
H02 10-07-00 8" L 12" Circular Horizontal
%" Allow %" Allow
Bearing Supports Dim. (LxW) Value Support Member Material
131 Hanger 2" x 1-3/4" 756 lbs 45.4% 69.9% IUS1.81/16
B2 Hanger 2" x 1-3/4" 756 lbs 65.7% 69.9% ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium, Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 33 of 83
Boise Cascade Single 16" BCI® 4500s-1.8 iP�SSE®
1st FI'ooffloor Joists\J3(i760) - 04 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J3(1760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc. .
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 34 of 83
-8 Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
61
Single 16" BCI® 4500s-1.8 PASSE®
1st FloorTloor Joists\J3(1760) - 05 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Company:
Reaction Summary (Down / Uplift)
Bearina Live
B1, 2"
B2, 2"
15-01-06
Total Horizontal Product Length =15-01-06
605 / 0 15;1 / 0
605/0 151 /0
Snow Wind
B2
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100%" 90% 115% 160%" 125%"
1 FC1 Floor Material Unf. Lin. (lb/ft) ' L 00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
%" Allowable
Duration
Case
Location
Pos. Moment
2777 ft-Ibs
67.9%
100%
1
07-06-08
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 lbs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191")
38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1 %
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
%" Allow
Bearing Supports
Dim. (LxM
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756 Ibs 45.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%"
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: i ' Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium, Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 35 of 83
Y Boise Cascade Single 16" BCI® 4500s-1.8 PASSE®
1st FloorTloor Joists\J3(i760) - 05 (Floor Joist)
BC CALC@ Member Report Dry 11 span No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J3(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC@ analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOIST@ , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM®, VERSA -RIM PLUS@ ,
Page 36 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALCO Member• Report
Build 7239
Job name:
Address:
City, State, Zip:
1st FloorTloor Joists\J3(i760) - 06 (Floor Joist)
Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1st Floor\Floor Joists\J3(i760)
Specifier:
131 15-01-06
Total Horizontal Product Length=15-01-06
Reaction Summary (Down / Uplift) (Ibs)
B1, 2"
B2, 2"
605/0 151 /0
605/0 151 /0
Wind
Roof Live
132
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100%" 90% 115%" 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment -
2777 ft-Ibs
67.9%
100%
1
07-06-08
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191 ")
38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1 %
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756 Ibs 45.4%
69.9%
IUS1.81/16
132 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor. 3/4" OSB, Glue + Nail
Minimum Enhanced Premium; Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 37 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
�. _
BC CALC@ Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Floor\Floor Joists\J3(i760) - 06 (Floor Joist)
Dry 11 span II No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOIST@ , BC RIM BOARD7m, BCI® ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM®, VERSA -RIM PLUS@ ,
Page 38 of 83
.6
Boise Cascade
BC CALCO Member Report
Build 7239
Single 16" BCI® 4500s-1.8
1st FloorTloor Joists\J3(i760) - 07 (Floor Joist)
Dry I 1 span 11 No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J3(i760)
City, State, Zip:
Customer:
Code reports:
B1
Reaction Summary (Down / Uplift) (It
Bearing Live Di
Specifier:
Designer:
1501-06
Total Horizontal Product Length=15-01-06
5)
B1,2" 605/0 151/0
B2, 2" 605 / 0 151 / 0
B2
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) ! L 00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
2777 ft-Ibs
67.9%
100%
1 `
07=06-08
End Reaction
756 Ibs
.69.9%
100%
1
00-00-00
End Shear
739 Ibs
' 37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
1 64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191 ")
138.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
; 41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1%
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2"x1-3/4"
756'lbs 45.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue@: h , Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium, Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at 61 is a Double 1-3/4" x 16" VERSA-STRANDO RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, �(2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 39 of 83
Single 16" BCI® 4500s-1.8
-a
Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Floor\Floor Joists\J3(i760) - 07 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Design meets User specified (U360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load 'deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 40 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
1st Floor\Floor Joists\J3(i760) - 08 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1st Floor\Floor Joists\J3(1760)
Specifier:
Designer:
15-01-06
Total Horizontal Product Length=15-01-06
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
_ Wind Roof Live
B 1, 2"
605 / 0
151 / 0
B2, 2"
605 / 0
151 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft)' L 00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
2777 ft-Ibs
67.9%
100%
1
07-06-08'
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
U936 (0.191")
38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1%
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 81,
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756 Ibs 45.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: , Subfloor. 3/4" OSB, Glue + Nail
Minimum Enhanced Premium! Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at 131 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, i(2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 41 of 83
Single 16" BCI® 4500s-1.8
is Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st FI'ooffloor JoistsW(U60) - 08 (Floor Joist)
Dry 11 span No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J3(1760)
Specifier:
Designer:
Company:
Design meets User specified (U360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJST°',
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 42 of 83
Boise Cascade Single 16" BCI® 4500s-1.8 PASSE®
1 St (Floor\Floor JoistsW(i783) (Floor Joist)
BC CALC® Member Report Dry I 1 span No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J3(i783)
City, State, Zip: Specifier:
B1
15-01-06
B2
Total Horizontal Product Length
=15-01-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live
Dead
Snow
Wind
Roof Live
B 1, 2" 566 / 0
142 / 0
B2, 2" 572 / 0
143 / 0
Load Summary
Live
Dead Snow Wind Roof
OCs
Live
Tag Description
Load Type Ref.
Start End
Loc.
100%
90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-00-00 15-01-06
Top
40
10
n\a
2 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-02-00 15-01-06
Top
36
9
n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
2629 ft-Ibs
64.3%
100%
1
07-06-08
End Reaction
715 Ibs
66.2%
100%
1
15-01-06
End Shear
700 Ibs
35.4%
100%
1
00-02-00
Hole #1 Shear
338 Ibs
61.7%
100%
3
04-06-00
Hole #2 Shear
336 Ibs
61.3%
100%
4
10-07-00
Total Load Deflection
L/989 (0.181 ")
36.4%
n\a
1
07-06-08
Live Load Deflection
L/1236 (0.145")
38.8%
n\a
6
07-06-08
Max Defl.
0.181"
18.1%
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height
Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
708 Ibs 42.5%
65.5%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
715 Ibs 62.2%
66.2%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: F77 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails,' (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 43 of 83
_0 Boise Cascade Single 16" BCI® 4500s-1.8 PASSE®
14 Floor\Floor Joists\J3(U83) (Floor Joist)
BC CALCO Member Report Dry 11 span 11 No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J3(i783)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 44 of 83
_0 Boise Cascade , Single 16" BCI® 45005-1.8 P.�SSIE®
1st Floor\Floor JoistsU4(i769) (Floor Joist)
BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J4(i769)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
O
B1
Reaction Summary (Down / Uplift) (lb
Bearing Live De
15-11-05
Total Horizontal Product Length=15-11-05
B1,2" 568/0 142/0
B2, 2" 56810 142 / 0
Roof Live
B2
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-11-05
Top
71 18 n\a
Controls Summary
Value
% Allowable
Duration
Case
- Location
Pos. Moment
2757 ft-Ibs
67.4%
100%
1
07-11-02 T '
End Reaction
710 Ibs
65.7%
100%
1
00-00-00
End Shear
696 Ibs
35.2%
100%
1
00-02-00
Hole #1 Shear
448 Ibs
81.6%
100%
3
03-02-05
Hole #2 Shear
388 Ibs
70.8%
100%
4
11-11-05
Total Load Deflection
L/907 (0.208")
39.7%
n\a
1
07-11-02
Live Load Deflection
L/1134 (0.167")
42.3%
n\a
6
07-11-02
Max Defl.
0.208"
20.8%
n\a
1
07-11-02
Span / Depth
.11.8
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
03-02-05 8"
L 12"
Circular
Horizontal
H02
11-11-05 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
710. Ibs 52.2%
65.7%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
710 Ibs 61.8%
65.7%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: MORWRI Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-11-10
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 45 of 83
SBoise Cascade Single 16" BCl® 4500s-1.8
1st iFloorTloor JoistslJ4(U69) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J4(i769)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM—, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 46 of 83
Boise cascade Single 16" BCI® 4500s-1.8 6$�ISSE®
1st FloorlFloor JoistsU5(i780) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J5(i780)
City, State, Zip: Specifier:
Customer: Desianer:
B1
15-03-02
Total Horizontal Product Length=15-03-02
B2
Reaction Summary (Down / Uplift) (lb's)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
505/0
126/0
B2, 2"
505 / 0
126 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-00-00 15-03-02
Top
66 17 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
Pos. Moment
2343 ft-Ibs
57.3%
100%
1
07-07-12 ---
End Reaction
631 Ibs
58.4%
100%
1
00-00-00
End Shear
618 Ibs
31.3%
100%
1
00-02-00
Hole #1 Shear
292 Ibs
53.3%
100%
3
04-07-12
Hole #2 Shear
300 Ibs
54.6%
100%
4
10-08-12
Total Load Deflection
L/1102 (0.164")
32.7%
n\a
1
07-07-12
Live Load Deflection
L/1377 (0.131")
34.9%
n\a
6
07-07-12
Max Defl.
0.164"
16.4%
n\a
1
07-07-12
Span / Depth 11.3
Hole Location Valid
Hole Summary
Center
Elevation Ref.
Height
Width Shape Orientation
H01
04-07-12
8" L
12"
Circular Horizontal
H02
10-08-12
8" L
12"
Circular Horizontal
% Allow
% Allow
Bearing
Supports
Dim. (LxW)
Value
Support
Member Material
B1
Hanger
2" x 1-3/4"
631' Ibs
46.4%
58.4% IUS1.81/16
B2
Hanger
2" x 1-3/4"
631Ibs
54.9%
58.4% ITS1.81/16
BC FloorValue® Summary
BC FloorValue@: �:.a 71; Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium i Subfloor Rating: Code Minimum
Controlling Location: 07-07-09
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 47 of 83
Boise Cascade Single 16" BCI® 4500s-1.8 P�iSSE®
1st FlooAFloor JoistsW5(i780) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J5(i780)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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®, AJST°',
ALLJOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 48 of 83
Single 16" BCI® 4500s-1.8
.9
Boise Cascade
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
. 1st FloorTloor Joists\J6(U14) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J6(i714)
Specifier:
Designer:
Reaction Summary (Down / Uplift)
Bearina Live
B1, 4"
B2, 2"
03-08-03
Total Horizontal Product Length = 03-08-03
25/0 6/0
27/0 7/0
Wind
Roof
B2
Load Summary
Live Dead Snow Wind Roof oCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft)
L
00-04-00 03-08-00
Top
15 4 n\a
2 FC1 Floor Material
Conc. Pt. (Ibs), L
00-03-00 00-03-00
Top
1 n\a
Controls Summary
Value
% Allowable Duration
Case
Ldcdtion'- -
Pos. Moment
26 ft-Ibs
0.6%
100%
1
01-11-01
End Reaction
33 Ibs
3.1 %
100%
1
03-08-03
End Shear
30 Ibs
1.5%
100%,
1
00-04-00
Total Load Deflection
L/999 (0")
n\a
n\a
1
01-11-01
Live Load Deflection
L/999 (0")
n\a
n\a
2
01-11-01
Max Defl.
0"
n\a
n\a
1
01-11-01
Span / Depth
2.5
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Wall/Plate 4" x 1-3/4" 31 Ibs 0.5% 2.1% Unspecified
B2 Hanger 2" x 1-3/4" 331bs 2.4% 3.1% IUS1.81/16
BC. FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 02-02-05
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 49 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
1st FloorTloor JoistsU6(i742) (Floor Joist)
Dry 11 span] No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J6(1742)
Specifier:
Designer:
Company:
v
131
03-01-11
Total Horizontal Product Length = 03-01-11
B2
Reaction Summary (Down / Uplift) (Ibs)
131
03-01-11
Total Horizontal Product Length = 03-01-11
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B1,2"
171/0 42/0
B2, 9-3/4"
376 / 0 93 / 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 Material
Unf. Lin. (Ib/ft) L
00-00-00 03-01-11
Top 4 1
n\a
2 J6(i714)
Conc. Pt. (Ibs) ! L
00-07-02 00-07-02
Top 26 6
n\a
3 J5(i780)
Conc. Pt. (Ibs) L
- 01=08-13 - 01-08-13
Top 510 127
n\a
Controls Summary
Value % Allowable Duration
Case Location
Pos. Moment
305 ft-Ibs 7.5%
100%
1 01-08-13
End Reaction
469 Ibs 31.8%
100%
1 03-01-11
End Shear
466 Ibs 23.6%
100%
1 02-03-15
Total Load Deflection
1_/999 (0.003") n\a
n\a
1 01-08-13
Live Load Deflection
L/999 (0.003") n\a
n\a
2 01-08-13
Max Defl.
0.003" n\a
n\a
1 01-08-13
Span / Depth
1.7
% Allow % Allow
Bearing Supports
Dim. (LxW) Value
Support Member
Material
B1 Hanger
2" x 1-3/4" 2131 Ibs
12.8% 19.7%
IUS1.81/16
B2 Wall/Plate
9-3/4" x 1-3/4" 469 Ibs
3.1 % 31.8%
Unspecified
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 01-04-04
Cautions
Hanger IUS1.81/16 requires (14) 10d face nails, 1(2) Strong -Grip joist nails.
Page 50 of 83
.0 Boise Cascade Single 16" BCI® 4500s-1.8
1st FlooAFloor JoistslJ6(i742) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J6(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition..
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARDTPd, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 51 of 83
%Boise cascade Single 16" BCI® 4500s-1.8 PASSE®
1st FloorTloor JoistslJ6(i746) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J6(i746)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
03-04-03
Total Horizontal Product Length = 03-04-03
B2
Reaction Summary (Down / UPlift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
310/0
78/0
B2, 2"
269 / 0
67,/ 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90% 115% 160% 125%
1 J4(i769)
Conc. Pt. (Ibs) L
01-06-13
01-06-13
Top
579 145 n\a
Controls Summary
Value
i %Allowable
Duration
Case
Location
Pos. Moment
565 ft-Ibs
13.8%
100%
1
01-06-12 -
End Reaction
387 Ibs
, 35.8%
100%
1
00-00-00
End Shear
387 Ibs
19.6%
100%
1
00-02-00
Total Load Deflection
L/999 (0.007")
n\a
n\a
1
01-06-12
Live Load Deflection
L/999 (0.005")
n\a
n\a
2
01-06-12
Max Defl.
0.007"
n\a
n\a
1
01-06-12
Span / Depth
2.4
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value
Support
Member
Material
B1 Hanger
2" x 1-3/4"
387lbs
28.5%
35.8%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
337 Ibs
20.2%
31.2%
IUS1.81/16
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced PremiumSubfloor Rating: Code Minimum
Controlling Location: 01-09-05
Cautions '
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger IUS1.81/16 at B2 is a Double 1-3/4" x 16" VERSA -STRAND@ RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load;deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.'
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 52 of 83
IS Boise Cascade Single 16" BCI® 60005-1.8 PASSE®
1st Floor\Floor Joists\J7(i748) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i748)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B 1 20-02-08
Total Horizontal Product Length = 20-02-08
Reaction Summary (Down / Uplift) (Ibs)
Bearina Live Dead Snow Wind
B1,2" 797/0 199/0
B2, 5-1/2" 797 / 0 199 / 0
B2
Load Summary
Live Dead Snow Wind Roof OCS
j
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
4854 ft-Ibs
88.3%
100%
1
09=11-08 -
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1"
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L. 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
5-1/2" x 2-5/16"
996 Ibs 18.4%
64.2%
Unspecified
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 53 of 83
I Boise Cascade
Single 16" BCI® 6000s-1.8
BC CALCO Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Flooffloor JoistslJ7(i748) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J7(i748)
Specifier:
Designer:
Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOIST@ , BC RIM BOARD-, BCI@ ,
BOISE GLULAMT-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 54 of 83
, Single 16" BCI® 6000s-1.8
19 Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
B1
1stl Floor\Floor Joists\J7(i754) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J7(i754)
Specifier:
r)acinnar-
20-02-08
, Total Horizontal Product Length = 20-02-08
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 2" 797 / 0 199/0
-
B2, 5-1/2" 797 / 0 199 /•0
B2
Load Summary Live Dead Snow Wind Roof OCs
Live
Taa Description Load Tvoe Ref. Start End Loc. 100%" 90% 115%" 160%" 125%
1 FC1 Floor Material
Controls Summary
Unf. Lin. (lb/ft) L 00-00-00 19-11-00
Value %" Allowable Duration
Top
Case
80 20
Location
Pos. Moment
4854 ft-Ibs
88.3%
100%
1
09-11-081-
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
1 45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1 •
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center
Elevation Ref.
Height
Width Shape Orientation
H01
05-00-00
8"
L
12"
Circular Horizontal
H02
10-00-04
8"
L
12"
Circular Horizontal
H03
14-11-14
8"
L
12"
Circular Horizontal
% Allow
%" Allow
Bearing
Supports
Dim. (Lx"
Value
Support
Member Material
B1
Hanger
2" x 2-5/16"
996 Ibs
86.6%
78.5% ITS2.37/16
B2
Wall/Plate
5-1/2" x 2-5/16"
996 Ibs
' 18.4%
64.2% Unspecified
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
n\a
Page 55 of 83
Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1st Floor\Floor JoistsW(U54) (Floor Joist)
BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor JoistsW(i754)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75) Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC® analysis is based on IBC 2009. I
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EUTA).
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-,
ALLJOISTO , BC RIM BOARD-, BCI® ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 56 of 83
.0
Boise Cascade
BC CALC® Member Report
Build 7239
Single 16" BCI® 6000s-1.8
1st FloorlFloor Joists\J7(i754) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
s< -
March 24, 2020 08:14:39
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i754)
City, State, Zip: Specifier:
20-02-08
B1 B2
Total Horizontal Product Length = 20-02-08
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B 1, 2" 797 / 0 199 / 0
B2, 5-1/2" 797 / 0 199 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% _ 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
-4854 ft-Ibs
88.3%
100%
1
09-11-08 '
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
5-1/2" x 2-5/16"
996 Ibs 18.4%
64.2%
Unspecified
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 90d TF nails, (2) Strong -Grip joist nails.
Page 57 of 83
Is Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1st Floor\Floor Joists\J7(i754) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i754)
City, State, Zip: Specifier.
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB she glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJST°',
ALLJOIST@ , BC RIM BOARD-, BCI® ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 58 of 83
19)
Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
Single 16" BCI® 6000s-1.8- PASSE®
ISt! FloorTloor Joists;W(U59) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J7(i759)
Specifier:
Designer:
Company:
20-01-00
Total Horizontal Product Length = 20-01-00
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B1,2"
677/0 169/0
B2, 4"
692 / 0 173 / 0
Load Summary
Live Dead Snow Wind Roof
OCS
Live
Tag Description
Load Type Ref. Start
End
Loc. 100%" 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00
Top 40 10
n\a
2 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 03-09-00
Top 26 6
n\a
3 FC i Floor Material Unf. Lin. (lb/ft)-! - L • 03-09-00 20-01-00
Top 29 7 • -- ° - ---
- -n\a-•
Controls Summary
Value %Allowable
Duration
Case Location
Pos. Moment
4180ft-Ibs 76.1%
100%
1 09-11-06
End Reaction
846 Ibs 66.7%
100%
1 00-00-00
End Shear
844 Ibs 38.8%
100%
1 19-09-00
Hole #1 Shear
471 Ibs 77.9%
100%
3 05-00-00
Hole #2 Shear
172 Ibs ! 28.5%
100%
4 10-00-04
Hole #3 Shear
474 Ibs 78.4%
100%
6 14-11-14
Total Load Deflection
L/608 (0.389") 59.2%
n\a
1 09-11-06
Live Load Deflection
1_/760 (0.311") 63.2%
n\a
8 09-11-06
Max Defl.
0.389" 38.9%
n\a
1 09-11-06
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
05-00-00 8" L 12"
Circular Horizontal
H02
10-00-04 8" L 12"
Circular Horizontal
H03
14-11-14 8" L 12"
Circular Horizontal
%" Allow
% Allow
Bearing Supports
Dim. (LxW) Value Support
Member
Material
B1 Hanger
2" x 2-5/16" 846 Ibs 73.6%
66.7%
ITS2.37/16
B2 Wall/Plate
4" x 2-5/16" 865 Ibs 10.7%
i
55.8%
Unspecified
BC FloorValue® Summary
BC FloorValue®: 1 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 59 of 83
Boise cascade ' Single 16" BCI® 6000s-1.8 P'SSE®
1st Floor\Floor JoistslJ7(i759) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i759)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (1-/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 60 of 83
I& Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
O
131
Single 16" BCI® 6000s-1.8
1 st FlooiAFloor JoistsW(U63) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J7(i763)
Specifier:
Designer:
20-01-00
Total Horizontal Product Length = 20-01-00
B2
Reaction Summary (Down / Uplift) (lbs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
797/0
199/0
B2, 4"
797 / 0
199 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
Pos. Moment
4854 ft-Ibs
88.3%
-100% -
1
09-11-08
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
! 91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth 14.8
Hole Location Valid
Hole Summary
Center
Elevation Ref.
Height
Width Shape Orientation
H01
05-00-00
8" L
12"
Circular Horizontal
H02
10-00-04
8" L
12"
Circular Horizontal
H03
14-11-14
8" L
12"
Circular Horizontal
% Allow
% Allow
Bearing
Supports
Dim. (LxW)
Value
Support
Member Material
B1
Hanger
2" x 2-5/16"
996 Ibs
86.6%
78.5% ITS2.37/16
B2
Wall/Plate
4" x 2-5/16"
996 Ibs
12.3%
64.2% Unspecified
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 61 of 83
is Boise Cascade Single 16" BCI® 6000s-1.8 PASSED
1st,Flooffloor JoistsU7(i763) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (1-/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009. 1
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMT"', BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 62 of 83
March 24, 2020 08:14:39
N358611 L&R.mmdl
1 st Floor\Floor Joists\J7(i763)
Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1
, Single 16" BCI® 6000s-1.8
1st Flooffloor JoistsU7(i763) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
File name:
Description:
Specifier:
Designer:
I'mmnnnv
B1 20-01-00 B2
Total Horizontal Product Length = 20-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,2" 797/0 199/0
B2, 4" 797 / 0 199/0
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) j L 00-00-00 19-11-00 Top 80 20
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
4854 ft-Ibs -
; Z8.3%
100%
- 1
09=11-08'
End Reaction
996 Ibs
, 78.5%
100%
1
00-00-00
End Shear
979 Ibs
' 45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height
Width
Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
Bearing Suppor
B1 Hanger
B2 Wall/Plate
Dim. (LxW)
2" x 2-5/16"
4" x 2-5/16"
BC FloorValue® Summa
% Allow % Allow
Value Suaoort Member
Ibs 86.6% 78.5% ITS2.37/16
Ibs 12.3% 64.2% Unspecified
BC FloorValue®: ,.mom,. Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
I
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
n\a
Page 63 of 83
IS Boise Cascade Single 16" BCl® 6000s-1.8 IaASSE®
1st FloorlFloor JoistslJ7(i763) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 64 of 83
Single 16" BCI® 6000s-1.8
IS
Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
1st Floor\Floor Joists\J7(i763) - 02 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
File name: N358611 L&R.mmdl
March 24, 2020 08:14:39
Address: Description: 1 st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
20-01-00
B1
Total Horizontal Product Length = 20-01-00
Reaction Summary (Down / Uplift) (lb
Bearing Live De
B1,2" 797/0 190/0
B2, 4" 797 / 0 199 / 0
B2
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) ' L 00-00-00 19-11-00 Top
80 20 n\a
Controls Summary
Value
i %Allowable
Duration Case
Location
Pos. Moment
4854 ft-Ibs
88.3%
100%
1
09-11-08 -
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height
Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
Bearing Suppor
B1 Hanger
B2 Wall/Plate
Dim. (LxW)
2" x 2-5/16"
4" x 2-5/16"
% Allow % Allow
Value Support Member Material
Ibs 86.6% 78.5% ITS2.37/16
Ibs 12.3% 64.2% Unspecified
BC FloorValue® Summary
BC FloorValue®: = Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 65 of 83
Boise Cascade Single 16" BCl® 6000s-1.8
1st FloorlFloor JoistsW(U63) - 02 (Floor Joist)
BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc. j
BC CALC® analysis is based on IBC 2009. j
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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-, BCI® ,
BOISE GLULAMTm, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 66 of 83
-0
Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1st Floor\Floor Joists\J7(1763) - 03 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
20-01-00
Total Horizontal Product Length = 20-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow_ Wind Roof Live
B1,2" 797/0 199/0
B2, 4" 797 / 0 199 / 0
B2
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) ; L 00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
4854 ft-Ibs
88.3%
100%
1
09=11-08
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
L/654 (0.362")
1 73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation
iRef. Height Width_ Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02 •
10-00-04 8"
L 12"
Circular,
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (UMO
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
4" x 2-5/16"
996 Ibs 12.3%
64.2%
Unspecified
BC FloorValue® Summary
BC FloorValue®: onawlaffimmmil Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 67 of 83
%Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1 st FI'oorTloor Joists\J7(i763) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB she glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValueO ,
VERSA -LAW, VERSA -RIM PLUS@ ,
Page 68 of 83
Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1 sY FloorlFloor JoistslJ7(i770) (Floor Joist)
BC CALL® Member Report . Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239'
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i770)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
20-01-00
B1 B2
Total Horizontal Product Length = 20-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 2" 797 / 0 19,9/0
B2, 4" 797 / 0 199 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft)
I L 00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
4854 ft-Ibs
88.3% -
100%
1
09-11-08 -
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole#1 Shear
544lbs
90.1%
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
4" x 2-5/16"
996 Ibs 12.3%
64.2%
Unspecified
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 69 of 83
Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1 st Floor\Floor JoistsW7(i770) (Floor Joist)
BC CALC@) Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor JoistsW7(W70)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load, deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOIST@ , BC RIM BOARD-, BCI@ ,
BOISE GLULAMT-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 70 of 83
12 Boise Cascade Single 16" BCI® 6000s-1.8
1si Floor\Floor Joists\J7(1773) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i773)
City, State, Zip: Specifier:
Customer: Designer:
20-00-08
B1 B2
Total Horizontal Product Length = 20-00-08
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,2" 607/0 152/0
B2, 3-1/2" 607 / 0 152 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
i Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-00-00 19-11-00
Top
61 15 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
Pos. Moment
3697 ft-Ibs
67.3%
100%
1
09-11-08 -'-'
End Reaction
758 Ibs
59.8%
100%
1
00-00-00
End Shear
746 Ibs
34.3%
100%
1
00-02-00
Hole #1 Shear
415 Ibs
68.6%
100%
3
05-00-00
Hole #2 Shear
153 Ibs
25.3%
100%
4
10-00-04
Hole #3 Shear
419 Ibs
169.3%
100%
6
14-11-14
Total Load Deflection
L/687 (0.344")
� 52.4%
n\a
1
09-11-08
Live Load Deflection
L/858 (0.275")
' 55.9%
n\a
8
09-11-08
Max Defl.
0.344"
34.4%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary Center Elevation Ref. Heiaht Width
H01 05-00-00 8" L 12" Circular Horizontal
H02 10-00-04 8" L 12" Circular Horizontal
H03 14-11-14 8" L 12" Circular Horizontal
% Allow % Allow
Bearing Supports Dim. (Lx" Value Support Member Material
B1 Hanger 2" x 2-5/16" 7581Ibs 65.9% 59.8% ITS2.37/16
B2 Wall/Plate 3-1/2" x 2-5/16" 7581Ibs 10.7% 48.9% Unspecified
BC FloorValue® Summary
BC FloorValue®: 1 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4,,) 10d TF nails, (2) Strong -Grip joist nails.
Page 71 of 83
'S
Boise Cascade Single 16" BCI® 6000s-1.8
IstjFloor\Floor Joists\J7(i773) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 1 24 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i773)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 72 of 83
0Boise Cascade : Single 16" BCI® 6000s-1.8 P�isSED
1st Floor\Floor Joists\J8(i753) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Fioor\Floor Joists\J8(i753)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
O
19-01-00
Total Horizontal Product Length=19-01-00
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind
Roof Live
B1, 3-1/2"
611 / 0
153 / 0
B2, 2"
614/0
154/0
Load Summary
i
Live Dead
Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90%
115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00
Top 65 16
n\a
Controls Summary
Value
%Allowable
Duration
Case Location
Pos. Moment
3559 ft-Ibs
64.8% _
100%
1 09=06-15 -
End Reaction
768lbs
60.5%
100%
1 19-01-00
End Shear
754 Ibs
34.7%
100%
1 00-03-08
Hole #1 Shear
209 Ibs
34.6%
100%
3 08-05-11
Total Load Deflection
L/741 (0.304")
48.6%
n\a
1 09-06-15
Live Load Deflection
L/926 (0.243")
51.8%
n\a
• 4 09-06-15
Max Defl.
0.304"
30.4%
n\a
1 09-06-15
Span / Depth
14.1
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
08-05-11 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
3-1/2" x 2-5/16"
764�lbs 10.8%
49.3%
Unspecified
B2 Hanger
2" x 2-5/16"
768!Ibs 66.8%
60.5%
ITS2.37/16
BC FloorValue® Summary
BC FloorValue®: INEREEM j Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-07-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 73 of 83
` Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1st Floor\Floor Joists\J8(i753) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J8(1753)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJSTm,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM—, BC FloorValue@ ,
VERSA -LAW, VERSA -RIM PLUS@ ,
Page 74 of 83
-a
Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:'
Customer:
Code reports: ESR-1336
Single 16" BCI® 6000s-1.8 �►SS�D
1st FloorlFloorJoists\J9(i751) (Floor Joist)
Dry 11 span'I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
File name: N358611 L&R.mmdl
Description: 1 st Floor\Floor Joists\J9(i751)
Specifier:
Designer:
Company:
19-01-00
B1
Total Horizontal Product Length=19-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead Snow Wind
B 1, 4"
787 / 0 19610
B2, 2"
748 / 0 187 / 0
i
Roof Live
B2
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft)
L
00-02-00
19-01-00
Top
40 10
2 FC1 Floor Material
Unf. Lin. (lb/ft)
L
00-04-00
03-08-00
Top
15 4
3 FC1 Floor Material
Unf. Lin. (lb/ft)
L
03-09-01
19-01-00
Top
37 9
4 J6(i742)
Conc. Pt. (Ibs)
L
03-09-01
03-09-01
Top
166 41
Controls Summary
Value
% Allowable Duration
Case
Location
Pos. Moment
4472 ft-Ibs
81.4%
100%
1
09-03-08
End Reaction
935 Ibs'
173.7%
100%
1
19-01-00
End Shear
975 Ibs
1 44.8%
100%
1
00-04-00
Hole #1 Shear
242 Ibs
40.1 %
100%
3
08-05-11
Hole #2 Shear
542 Ibs
89.7%
100%
4
14-06-11
Total Load Deflection
L/587 (0.382")
61.3%
n\a
1
09-06-05
Live Load Deflection
L/734 (0.306")
65.4%
n\a
6
09-06-05
Max Defl.
0.382"
38.2%
n\a
1
09-06-05
Span / Depth
14.0
Hole Location
Valid
i
Hole Summary
Center Elevation Ref. Height
Width Shape
Orientation
H01
08-05-11 8"
L
12"
Circular
Horizontal
H02
14-06-11 8"
L
12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Valul
Support
Member
Material
B1 Wall/Plate
4" x 2-5/16"
983
Ibs 12.1 %
63.4%
Unspecified
B2 Hanger
2" x 2-5/16"
935
Ibs 81.3%
. 73.7%
ITS2.37/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-07-08
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (41� 10d TF nails, (2) Strong -Grip joist nails.
ma
- - _ ..._.... n\a
n\a
n\a
Page 75 of 83
Boise Cascade Single 16" BCI® 6000s-1.8 IPEiSSE®
1st Flooffloor JoistsW9(i751) (Floor Joist)
BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J9(1751)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes '
Design meets User specified (L/360) Total,load deflection criteria.
Design meets.User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced. 1
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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@ ,'AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 76 of 83
Boise Cascade Single 16" BCI® 6000s-1.8 PASSE
I st; Flooffloor Joists\J9(i765) (Floor Joist)
BC CALCO Member Report Dry 1 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
L L
19-01-00
B1 B2
Total Horizontal Product Length=19-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow _ W
B 1, 5-1/2" 762 / 0 190 / 0
B2, 2" 752 / 0 188 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top
80 20 n\a
Controls Summary
Value
%Allowable
Duration Case
Location
Pos: Moment
4318 ft-Ibs -
78:6%
100%
1
09-08=04 ----_
End Reaction
940 lbs
- 74.1 %
100%
1
19-01-00
End Shear
923 Ibs
42.4%
100%
1
00-05-08
Hole #1 Shear
262 Ibs
43.4%
100%
3
08-05-11
Hole #2 Shear
529 Ibs
87.5%
100%
4
14-06-11
Total Load Deflection
L/615 (0.363")
58.5%
n\a
1
09-08-04
Live Load Deflection
L/769 (0.29")
62.4%
n\a
6
09-08-04
Max Defl.
0.363"
36.3%
n\a
1
09-08-04
Span / Depth
13.9
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height
Width Shape
Orientation
H01
08-05-11 8"
L 12"
Circular
Horizontal
H02
14-06-11 8"
L 12"
Circular
Horizontal
Bearing Suppor
B1 Wall/Plate
B2 Hanger
Dim. (LxW)
5-1/2" x 2-5/16"
2" x 2-5/16"
% Allow % Allow
Value Support Member Material
952lbs 17.6% 61.4% Unspecified
940 Ibs 81.7% 74.1 % ITS2.37/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium ' Subfloor Rating: Code Minimum
Controlling Location: 09-08-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 77 of 83
TBoise Cascade I Single 16" BCI® 6000s-1.8
1st Floor\Floor Joists\J9(i765) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load' deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 78 of 83
ITBoise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1st Floor\Floor Joists\J9(i765) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1 19-01-00
B2
Total Horizontal Product Length=19-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearinq Live Dead Snow Wind Roof Live
B1, 5-1/2" 762 / 0 19'0 / 0
B2, 2" 75210 188 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00
Top
80 20 n\a
Controls Summary
Value
1 %Allowable
Duration
Case
Location
Pos. Moment
`4318 ft-Ibs
; 78.6%
100%
1
09-08-04
End Reaction
940lbs
74.1%
100%
1
19-01-00
End Shear
923 Ibs
42.4%
100%
1
00-05-08
Hole #1 Shear
262 Ibs
43.4%
100%
3
08-05-11
Hole #2 Shear
529 Ibs
87.5%
100%
4
14-06-11
Total Load Deflection
L/615 (0.363")
58.5%
n\a
1
09-08-04
Live Load Deflection
1_1769 (0.29")
62.4%
n\a
6
09-08-04
Max Defl.
0.363"
36.3%
n\a
1
09-08-04
Span / Depth
13.9
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
08-05-11 8"
L 12"
Circular
Horizontal
H02
14-06-11 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
5-1/2" x 2-5/16"
952 Ibs 17.6%
61.4%
Unspecified
B2 Hanger
2" x 2-5/16"
94d Ibs 81.7%
74.1 %
ITS2.37/16
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium! Subfloor Rating: Code Minimum
Controlling Location: 09-08-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 79 of 83
19 Boise cascade Single 16" BCI® 6000s-1.8 PASSE®
1st FloorTloor Joists\J9(i765) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB she glued and nailed to member.
Design based on Dry Service Condition.
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@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 80 of 83
e Boise Cascade Single 16" BCIO 6000s-1.8 PASSE®
1st Floor\Floor Joists\J9(i765) - 02 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
B1 19-01-00 B2
Total Horizontal Product Length=19-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead 'Snow Wind Roof Live
B 1, 5-1/2" 762 / 0 190 / 0
B2, 2" 752 / 0 188. / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft)
L 00-02-00 19-01-00
Top
80 20 n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
4318 ft-Ibs
' 78:6%
100% -
" ' 1--
End Reaction
940lbs
'74.1%
100%
1
19-01-00
End Shear
923 Ibs
42.4%
100%
1
00-05-08
Hole #1 Shear
262 Ibs
43.4%
100%
3
08-05-11
Hole #2 Shear
529 Ibs
87.5%
100%
4
14-06-11
Total Load Deflection
L/615 (0.363")
58.5%
n\a
1
09-08-04
Live Load Deflection
L/769 (0.29")
62.4%
n\a
6
09-08-04
Max Defl.
0.363"
36.3%
n\a
1
09-08-04
Span / Depth
13.9
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
08-05-11 8"
L 12"
Circular
Horizontal
H02
14-06-11 8"
L ' 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (Lx"
Value Support
Member
Material
B1 Wall/Plate
5-1/2" x 2-5/16"
952 Ibs 17.6%
61.4%
Unspecified
B2 Hanger
2" x 2-5/16"
940 Ibs 81.7%
74.1 %
ITS2.37/16
BC FloorValue@ Summary
BC FloorValue®: _ - 7 iFSubfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-08-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 81 of 83-
f
1110 Boise Cascade Single 16" BCI® 6000s-1.8 PASSE®
1 st FloorlFloor JoistsW9(i765) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 82 of 83
f
19
Boise Cascade Double 1-3/4" X 16" VERSA -LAM® 2.0 3100 SP
1st FloorTlush BeamslBM1(i743) (Flush Beam)
BC CALCO Member Report Dry 11 span I No cant. March 24, 2020 08:14:39
Build 7239
Job name: File name: N358611 L&R.mmdl
Address: Description: 1st Floor\Flush Beams\BM1(i743)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1040 Company:
20-01-02
131
B2
Total Horizontal Product Length
= 20-01-02
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind
Roof Live
B 1, 7"
3879 / 0 1136 / 0
B2, 2"
3187 / 0 957 / 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 20-01-02
Top
1&__..
_____._ ._
00-00-00
1 Smoothed Load
Unf. Lin. (lb/ft) L
00-00-00 17-03-11
Top
320 80
n\a
2 FC1 Floor Material
Unf. Lin. (lb/ft) L
03-09-01 20-01-02
Top
39 10
n\a
3 J6(i746)
Conc. Pt. (Ibs) L
03-09-15 03-09-15
Top
271 68
n\a
4 J3(i783)
Conc. Pt. (Ibs) L
18-03-11 18-03-11
Top
575 144
n\a
Controls Summary
Value % Allowable Duration
Case
Location
Pos. Moment
21796 ft-Ibs ; 58.3%
100%
1
10-03-11
End Shear
4199 Ibs 39.5%
100%
1
01-11-00
Total Load Deflection
L/377 (0.62") 63.7%
n\a
1
10-03-10
Live Load Deflection
L/488 (0.479") 73.7%
n\a
2
10-03-10
Max Defl.
0.62" 62.0%
n\a
1
10-03-10
Span / Depth
14.6
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Wall/Plate 7" x 3-1/2" 5015 Ibs 23.4% 27.3% Unspecified
B2 Hanger 2" x 3-1/2" 4144 Ibs n\a 78.9% Hanger
Cautions
Hanger model Hanger was not found. Hanger has not been analyzed for adequate capacity.
Notes
Design meets Code minimum (L/240) Total load
Design meets Code minimum (L/360) Live load
Design meets arbitrary (1 ") Maximum Total load
Design meets arbitrary (0.75") Maximum live loa
Calculations assume member is fully braced.
Hanger Manufacturer: Unassigned
BC CALCO analysis is based on IBC 2009.
Design based on Dry Service Condition.
eflection criteria.
.flection criteria.
eflection criteria.
deflection criteria.
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-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 83 of 83