HomeMy WebLinkAboutEngineering; Floor Joisti
a - Single 16" BCI® 4500s-1.8 0
BoiseCascade
11
1st FloorlFloor JoistSW1(i762) (Floor Joist)
BC CALCO Member Report
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
,Job name:
- File name: _
N362326L&R.mmdl
Address:
Description:
1st Fioor\Floor Joists\J 1 (i762)
City, State, Zip:
Specifier:
C RE E K S I D E
Customer:
Designer:
LOT 110
Code reports: ESR-1336
Company:
i
n-09-00
B1
Total Horizontal Product Length = 17-09-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind
B 1, 4" 703 / 0 176 / 0
B2, 2" 703 / 0 116 / 0
Load Summary
132
Roof Live
Live Dead Snow Wind Roof OCS
Live
Ref. Start End Loc. 106% 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 Summa
End Reaction
End Shear
Hole #1 Shear
Hole #2'Shear
Total Load Deflection
Live Load Deflection
Max Defl.
Span / Depth
Hole Location
Value
i
% Allowable
Duration
3774 ft-IbS.
920011,-.__..
� 1.00%
879lbs
81.3%
100%
863lbs
43.7%
100%
447lbs
81.5%
100%
514lbs
93.7%
100%
U615 (0.339")
58.6%
n\a
U768 (0.271 ")
62.5%
n\a
0.339"
33.9%
n\a
13.0
Valid
Case Location'
1 17-09-00
1 00-04-00 -
3 05-00-00
4 13-09-00
1 09-00-02
6 09-00-02
1 09-00-02
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
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 1 of 82
BoiseCasaade g Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistslJ1(i762) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ _.__ .__........._._ _. File. name: __ N362326L&R mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i762)
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@ , AJS7m,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 2 of 82
y
@),Boise Cascade
BC CALCO Member Report
Build 7493
Single 16" BCI® 4500s-1.8
1st Flooffloor JoistslJ1(i762) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
February 11, 2021.12:28:44
Job name: _ .._ ._ ,___ ._. _ __._....__._._........_File name: _ N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J 1 (i762)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
17-09-00
B1 B2
Total Horizontal Product Length = 17-09-00
Reaction Summary (Down / Uplift) (Ills)
Bearing Live Dead Snow Wind Roof Live
131,4" 703/0 176/0
B2, 2" 70310 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)I
L 00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
I % Allowable
Duration
Case
Location
Pos. Moment -,-
------�L774ft 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
U615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
U768 (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
131 Wall/Plate 4" x 1-3/4" 879 Ibs 14.4% 59.6% Unspecified
132 Hanger 2" x 1-3/4" 879 Ibs 76.5% 81.3% ITS1.81/16
Cautions
Header for the hanger ITS1.81/16 is a Double 111/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 3 of 82
aBoise Cascade Single 16" BCI® 4500s-1.8
1st Flooffloor Joists\J1(i762) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:. _ _.__......_._... _ _..._ ... File name: .. N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J 1 (i762)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (U360) 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 EI 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@ , AJST"
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAMTm, BC FloorValue(D,
VERSA -LAM), VERSA -RIM PLUSO ,
Page 4 of 82
*Boise cascade _ _ _. __. Single 16" BCIO 4500s-1.8 �ASSEI
1st FloorlFloor JoistsUI(i762) - 02 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
n-09-00
B1 B2
Total Horizontal Product Length = 17-09-00
Reaction Summary (Down / Uplift) (lbs)
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
-Po,:,Moment
3774 ft-Ibs - ...
-.--. .92.3%:...;
.
100% - .. _........:'I
--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
U615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
U768 (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
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 5 of 82
Boise Cascade Single 16" BCI® 4500s-1.8�D
1st Flooffloor Joists\J1(i762) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ _ .. _,_.
_....____._..._____... Filename: N362326L&R.mmdl
Address:
Description: 1 st Floor\Floor Joists\J 1(i762)
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 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 6 of 82
Boise Cascade Single 16" BCI® 4500s-1.8
1st Flooffloor Joists\J1(i762) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: __. _ _ _ ... _ _ __..___ . _ __._File name:. _ N362326L&R.mmdl _
Address: Description: 1 st Floor\Floor Joists\J 1(i762)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
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"
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
92.3%
_
100%----
1
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 lbs
93.7%
100%
4
13-09-00
Total Load_ Deflection
U615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
U768 (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
131 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
Cautions
Header for the hanger ITS1.81/16 is a Double 1=1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 7 of 82
Boise cascade Single 16" BCI® 4500s-1.8 PAE
1st FloorlFloor JoistslJ1(i762) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _.F.ile.name:.... _...N362326L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i762)
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-,
ALLJOI$T@ , BC RIM BOARDTm, BCI@),
BOISE GLULAMI-, BC FloorValue® ,
VERSA-LAMO, VERSA -RIM PLUSO ,
Page 8 of 82
613olse Cascaded Single 16" BCI® 4500s-1.8 P�S�IaF
1st Flooffloor JoistslJ1(U64) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:. _.._.. _ _...... __
_. _ . __._.. _.__._.. File name: __ N362326L&R.mmdl
Address:
Description: 1st Floor\Floor Joists\J 1 (i764)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
z
-
V 2
r7-09-00
131 132
Total Horizontal Product Length = 17-09-00
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 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
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 Ibs
93.2%
100%
4
13-09-00
Total Load Deflection
U619 (0.337")
58.1 %
n\a
1
09-00-02
Live Load Deflection
U774 (0.269")
62.0%
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"x1-3/4"
876lbs
76.2%
81.1%
ITS1.81/16
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 9 of 82
Boise cascade Single 16" BCI® 4500s-1.8
1st Floor\Floor Joists\J1(i764) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:.
..File name:. N362326L&R.mmdl
Address:
Description: 1 st Floor\Floor Joists\J 1(i764)
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-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 10 of 82
Boise cascade = - Single 16". BCIO 4500s-1.8 I?ASEI
1st FlooffloorJoistsWI(U66) (Floor Joist)
BC CALCO Member Report Dry 1 span No cant. 24 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: name: N362326L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i766)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
z
n-09-00
B1 B2
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
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
76.9%
-
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
U738 (0.283")
48.8%
n\a
1
09-00-02
Live Load Deflection
U922 (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'lbs
12.0%
49.7%
Unspecified
B2 Hanger
2" x 1-3/4"
733 Ibs
63.7%
67.8%
ITS1.81/16
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 11 of 82
*Boise cascade Single 16" BCI® 4500s-1.8
1st Floor\Floor Joists\J1(i766) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: - . _.__._ __ _.._ _ _..____....__ _ __ File name: N362326L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i766)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
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 GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 12 of 82
aBolse cascade MEE Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistslJ1(i766) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:
_. File name:.. N362326L&R.mmdl
Address:
Description: 1 st Floor\Floor Joists\J1(i766)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:.
131
17-09-00
Total Horizontal Product Length = 17-09-00
132
Reaction Summary (Down / Uplift) (lbs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 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•dbs- , __:
_ 76.9%
-
-.100% - ...,
..... . _4• - •,
,-09-00-02 -• . 11--- ^...,_..,...-=
End Reaction
733 lbs
67.8%
100%
1
17-09-00
End Shear
719 lbs
36.4%
100%
1
00-04-00
Hole #1 Shear
373 lbs
67.9%
100%
3
05-00-00
Hole #2 Shear
428 lbs
78.1 %
100%
4
13-09-00
Total Load Deflection
U738 (0.283")
48.8%
n\a
1
09-00-02
Live Load Deflection
U922 (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, lbs
12.0%
49.7%
Unspecified
B2 Hanger
2" x 1-3/4"
733 lbs
63.7%
67.8%
ITS1.81/16
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 13 of 82
Boise cascade Single 16" BCI® 4500s-1.8
1st FlooAFloor JoistsW1(i766) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: - _ . _._..._..._....
_.__._ .__ _._._......_ .. File name:. _N362326L&R.mmdl
Address:
Description: 1st Floor\Floor Joists\J1(i766)
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-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 14 of 82
Boise cascade - Single 16" BCI® 4500S-1.8 �SSEE�
1st Floor\Floor JoistslJ1(i769) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 24 OCS I Non -Repetitive Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:. _ File name: N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i769)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
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"
817/0
204/0
B2, 2"
662 / 0
165 / 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
01-07-15
17-09-00
Top
73 18 n\a
2 J6(i771)
Conc. Pt.
(Ibs) L
01-08-13
01-08-13
Top
308 77 ri\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
U625 (0.334")
57.6%
n\a
1
08-10-11
Live Load Deflection
U781 (0.267")
61.4%
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
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 15 of 82
Of Boise Cascade 99 Single 16" BCI® 4500s-1.8
1st Floor\Floor JoistslJ1(i769) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _. _ . ._._ -- File. name: _ N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J 1 (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 CALC), BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue(D,
VERSA -LAM), VERSA -RIM PLUS@ ,
Page 16 of 82
Boise Cascade RM2 Single 16" BUD 4500s-1.8 PASSED
1st Floor\Floor Joists\J1(1772) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ . _... _File name: N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i772)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
17-09-00
, Total Horizontal Product Length=17-09-00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
514/0
129/0
B2,2"
514/0
129/0
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
58 15 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
2759 ft-Ibs-
67.5%
-100% -
1
- 09-00-02--- -• :::-_._.._._
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
U841 (0.248")
42.8%
n\a
1
09-00-02
Live Load Deflection
U1051 (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. (LxW)
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
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 17 of 82
Single 16" BCI® 4500s-1.8
I
013olse Cascade —
BC CALCO Member Report
Build 7493
Job name: -
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Flooffloor JoistslJ1(i772) (Floor Joist)
Dry 11 span I No cant. 24 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
_..._.. _.. ,.. _File name: N362326L&R_mmdl
Description: 1 st Floor\Floor Joists\J 1(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 FRAMER@ , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 18 of 82
Boise Cascade Single 16" BCI® 4500s-1.8 PASS
1st Flooffloor JoistsW2(1745) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 24 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
_Job name: _- __ __.......__..___ ..-_.._-.-.File name: N362326L&R.mmdl. _
Address: Description: 1st Floor\Floor Joists\J2(i745)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
NO
0
B1
15-04-14
Total Horizontal Product Length = 15-04-14
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof_ _Live
B1,4"
611/0
153/0
B2, 2"
610/0
152/0
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
00-01-12 15-04-14
Top
80 20 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
Po&•Moment
- -2824 ft-Ibs
g9.0%-
100%
1
09-03—
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
U915 (0.197')
39.3%
n\a
1
07-09-08
Live Load Deflection
U1144 (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
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 19 of 82
Boise Cascade M Single 16" BCI® 4500s-1.8
1st Floor\Floor JoistsW(U45) (Floor Joist)
BC CALCO Member Report Dry 1 span, I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
-.Job name: ._. __ __ Fite name: N362326L&R.mmdl . .
Address: Description: 1st Floor\Floor Joists\J2(i745)
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,'athing 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 20 of 82
• Boise cascade — Single 16" BCIO 4500s-1.8 f"AaiEl
1st Flooffloor JoistSU2(i755) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: ___......_._ ...............__._File name: N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J2(i755)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
15-04-14
Total Horizontal Product Length = 15-04-14
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B 1, 4"
53410 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 lbs 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
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF-nails, (2) Strong -Grip joist nails.
Page 21 of 82
• Boise Cascade= Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsW(U55) (Floor Joist)
BC CALC@ Member Report Dry 11 span I No cant. 124 OCS Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ .... _... ...... ...._ _ . _ ____ ..._ _. _ ... File.name: N362326L&R.mmdl _ ..
Address: Description: 1st Floor\Floor Joists\J2(i755)
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-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 22 of 82
• }
Boise Cascade -- -
Single 16" BCIO 4500s-1.8
BC CALC® Member Report
Build 7493
Job name:
Address:
1st FloorTloor JoistslJ2(1759) (Floor Joist)
Dry I 1 span No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
name__ ._ N362326L&R.mmdl
Description: 1st Floor\Floor Joists\J2(i759)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
0
131
15-04-14
Total Horizontal Product Length = 15-04-14
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
621 /0
155/0
B2,2"
610/0
152/0
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
00-01-12 15-04-14
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
...-Pos. Moment
2824 ft-Ibs ___ _ .,
_ 9.0%
100% ..
1 .....:
47-09-08 _..
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
U915 (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"
776 Ibs
12.7%
52.6%
Unspecified
62 Hanger
2" x 1-3/4"
762 Ibs
66.3%
70.5%
ITS1.81/16
Cautions
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 23 of 82
Bose cascade fflffEg , Single 16" BCI® 4500s-1.8
1st FloorTloor JoistsW2(1759) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job_name: _,_.__._._.__ ....._...__. _.__._..______._ __.__.File name: N362326L&R.mmdl _ _... .
Address: Description: 1st Floor\Floor Joists\J2(i759)
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 GLULAM-, BC FloorValue@ ,
VERSA -LAM), VERSA -RIM PLUSO ,
Page 24 of 82
Boise cascade - Single 16" BCI® 4500s-1.8 P�S�EI
1st Floor\Floor Joists\J3(i737) (Floor Joist)
BC CALCO Member Report Dry 1 span No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job -name: _ .... _ _ _ __._ ... File name: N362326L&R.mmdl,--
Address: Description: 1st Floor\Floor Joists\J3(i737)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
15-01-06
Total Horizontal Product Length=15-01-06
62
Reaction Summary (Down / Uplift) (lbs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
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-lbs
64.3%
100%
1
07-06-08
End Reaction
715 lbs
66.2%
100%
1
15-01-06
End Shear
700 lbs
35.4%
100%
1
00-02-00
Hole #1 Shear
338 lbs
61.7%
100%
3
04-06-00
Hole #2 Shear
336 lbs
61.3%
100%
4
10-07-00
Total Load Deflection
U989 (0.181 ")
36.4%
n\a
1
07-06-08
Live Load Deflection
U1236 (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. (Lx"
Value
Support
Member
Material
B1 Hanger
2" x 1-3/4"
708 lbs
42.5%
65.5%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
715 lbs
62.2%
66.2%
ITS1.81/16
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 25 of 82
Boise cascade -- Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsW3(i737) (Floor Joist)
BC CALCO Member Report Dry 1 span No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ ._ __ _._. _._._..... _..File. name:_. N362326L&R.mmdl _.
Address: Description: 1st Floor\Floor Joists\J3(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 CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 26 of 82
• Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALC® Member Report
Build 7493
Job -name: -__._.-...
Address:
City, State, Zip:
Customer:
1st Floor\Floor JoistsW3(i742) (Floor Joist)
Dry I 1 span No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
_...._.._._.__.._ _.__._-.... .. _ -.File-name:.- N362326L&R.mmdl
Description: 1 st-Floor\Floor Joists\J3(i742)
Specifier:
Designer:
Code reports: ESR-1336 Company:
131
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
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-lba _,..._
._, 67.9%
100%
4_
--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
U1170 (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 lbs
65.7%
69.9%
ITS1.81/16
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 14/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 27 of 82
Boise Cascade MOM Single 16" BCI® 4500s-1.8
1st Flooffloor JoistslJ3(i742) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job.name:,. _....__._.._....__...File.name:....... N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J3(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 FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 28 of 82
• SBoise cascade M�2 Single 16" BCI® 4500s-1.8 PASSED
.11 1 st FloorlFloor JoistsW(UQ) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: ___ .. _File name: N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J3(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
0
131
15-01-06
Total Horizontal Product Length = 15-01-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,2" 605/0 151/0
B2, 2"
605/0 151 /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
00-00-00
15-01-06
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos.,Momant -
2777 ft-Ibs. -. ....
:.67.9%<,,.. _...._ . ,
. 100%
1
-•-07-06-08--.r,...._... . _ _...-... ... _. ..:
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
U1170 (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
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1�/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 29 of 82
813olse cascade MEE Single 16" BCI® 4500s-1.8
1st FiloorTloor JoistsU3(1742) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span, I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: __...---......--- - File name: N362326L&R.mmdl.._.., _ ._..... _----
Address: Description: 1st Floor\Floor Joists\J3(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 FRAMER@ , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 30 of 82
Boise Cascade= Single 16" BCIO 4500s-1.8
1st FloorTloor JoistsW(U42) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: __...._ _..___.__. _....._....___ -File. name: ... _ N362326L&R-mmdl
Address: Description: 1,st Floor\Floor Joists\J3(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
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
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 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
1777.ftv!bs
67.9%
100°Xu ,- :.
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
U1170 (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
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 31 of 82
.� .Boise Cascade Single 16" BCl® 4500s-1.8
1st Flooffloor JoistsW3(i742) - 02 (Floor Joist)
BC CALC@ Member Report Dry 11 span,] No cant. 124 OCS Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _..___. _._._..._ _...__..,._...._....,._ _.. .._._. _......._....... File name:_. N362326L&R,mmdl
Address: Description: 1 st Floor\Floor Joists\J3(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 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°",
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUSO ,
Page 32 of 82
Boise cascade - Single 16" BCI® 4500s-1.8
1st FloorTloor JoistslJ3(i742) - 03 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:.. _.. _ ..,_._... _ ..__
__ ._.. __._ .-File name:....._...N362326L&R.mmdl _...._
Address:
Description: 1st Floor\Floor Joists\J3(i742)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
15-01-06
B1 B2
Total Horizontal Product Length = 15-01-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,2" 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 i". oment _
-.2777 ft-Ibs -
. 67:9% .::
100% . ,. _
_ _....1 —
._•-0>7..Q6-O&,__ __.:...:. .......
End Reaction
756'lbs
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 lbs
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
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
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 33 of 82
Y 1
Boise cascade Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistsW3(U42) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name._ _ .. .. _. ... _ ____.___-.File..name:_... N362326L&R mmdl
Address: Description: 1st Floor\Floor Joists\J3(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 (I") 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 34 of 82
J �
Boise Cascade `
Single 16" BCIO 4500s-1.8
BC CALC® Member Report
Build 7493
Job name: _
Address:
City, State, Zip:
Customer:
1st Flooffloor JoistslJ3(i742) - 04 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
__-• . -. _..____•_. ., . _ __.-.--File name: N362326L&R.mmdl_. ..-- . ___ ....._..._..
Description: 1st Floor\Floor Joists\J3(i742)
Specifier:
Designer:
Code reports: ESR-1336 Company:
B1
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
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
Post. Moment.. _ ..- _. , , -2777 ft-Ibs_
67.9%
-<: -
-100%,_..._:.
- .. 1
.a7-06-0€3- . ....,_
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
U1170 (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
Cautions
Header for the hanger [US1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 35 of 82
Boise Cascade Single 16" BCI® 4500s-1.8
1st Flooffloor JoistslJ3(1742) - 04 (Floor Joist)
BC CALCO Member Report Dry 11 span) No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _. . _ _ _ _._...._.._.__...__.. _.v_ ._File..name:........ N362326L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J3(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 FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 36 of 82
RIME
Boise Cascade Single 16" BCI® 4500s-1.8 �ASS�D
1st FloorTloor JoistslJ3(i742) - 05 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ . __.. _..... ----- . _._ _.... - File name: _. N362326L&R.mmdl .
Address: Description: 1 st Floor\Floor Joists\J3(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
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
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
-----277-7-ft-Ibs._-=:�._,..,..--•67:9%.
._
100%
1-•--
07 Q&08-.-_ ..---,-. ,v _....
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
U1170 (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%
ITS1.81/1.6
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 37 of 82
Boise cascade Single 16" BCI® 4500s-1.8
1st Ilooffloor JoistsW3(i742) - 05 (Floor Joist)
BC CALCO Member Report Dry 11 span' I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job_ name:. File name: - N362326L&R.mmdl.
Address: Description: 1 st Floor\Floor Joists\J3(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 (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 GLULAM-, BC FloorValue@ ,
VERSA -LAME), VERSA -RIM PLUS@ ,
Page 38 of 82
+ Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7493
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
1st FI'oorTloor JoistsW(U42) - 06 (Floor Joist)
Dry 11 span No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
---_._.____...._....._......_.__File.name... ... N362326L&R.mmdl
Description: 1st Floor\Floor Joists\J3(i742)
Specifier:
Designer:
Company:
15-01-06
Total Horizontal Product Length=15-01-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
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
11
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment 27.77ft-Ibs__
- 67.90/0
.._ ...:..
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
U1170 (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
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires.(14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 39 of 82
Boise Cascade E= Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsW(U42) - 06 (Floor Joist)
BC CALCO Member Report Dry 11 span lilt No cant. 124 OCS Non -Repetitive Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ .. _.__....._...._.........._... ,..... - _... . - - __......-.._..__File-name_- ....N362326L&R.mmdl - .._....__...._... .. _ :.-
Address: Description: 1 st Floor\Floor Joists\J3(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. li
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 FloorValueO ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 40 of 82
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALC® Member Report
Build 7493
_Job name:.- . .
Address:
City, State, Zip:
Customer:
1st Floor\Floor JoistslJ3(i742) - 07 (Floor Joist)
Dry 11 span.1 No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
N362326L&R.mmdl _.
Description: 1st Floor\Floor Joists\J3(i742)
Specifier:
Designer:
Code reports: ESR-1336 Company:
B1
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 / 0 151 / 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••lbs.:._ _:._. , ..p-67.9%
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 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
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 41 of 82
Boise cascade - Single 16" BCI® 4500s-1.8 PAS a
S
1st Flooffloor JoistsU3(i742) - 07 (Floor Joist)
BC CALCO Member Report Dry 1 span No cant. 124 OCS Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job. name: _- __..._.......,.._ ......__..__ _._....__.._......._.. Filename:. N362326L&R.mmdl.--
Address: Description: 1 st Floor\Floor JoistsW(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 BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 42 of 82
Boise Cascade MEEN Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistslJ3(i742) - 08 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
_ _Job name: .. ,. _ . __._.... ..
_-.._ File. name: N362326L&R.mmdl .
Address:
Description: 1st Floor\Floor Joists\J3(i742)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
15-01-06
B1 B2
Total Horizontal Product Length = 15-01-06
Reaction Summary (Down ./ Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 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...
-.,.2777ft-Ibs
o
-67.9/0--•..
=
:100%
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
U1170 (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
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 43 of 82
Boise cascade - Single 16" BCI® 4500s-1.8
1st FloorlFloor Joists\J3(i742) - 08 (Floor Joist)
BC CALCO Member Report Dry 11 span 11 No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:. File. name: N362326L&R.mmdl _
Address: Description: 1st Floor\Floor Joists\J3(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 CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 44 of 82
• Boise Cascade — Single 16" BCI® 4500s-1.8 i�ASSED
1 st FloorTloor JoistslJ4(i767) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 24 OCS I Repetitive Glued & nailed February 11; 2021 12:28:44
Build 7493
Job name: File name: N362326L&R.mmdl--
Address: Description: 1st Floor\Floor Joists\J4(i767)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
,
0
B1
15-11-05
Total Horizontal Product Length = 15-11-05
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
568/0
142/0
B2, 2"
568 / 0
14210
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 —
:-:•27v? ft-Ibs ....
- . 67.4%
100%---,,
- „ .._ 1
07-11--02 _,._ ... - — - :— , :K. ---• -. _. --.... .
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
U907 (0.208")
39.7%
n\a
1
07-11-02
Live Load Deflection
U1134 (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
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 45 of 82
e
Boise cascade - Single 16" BCI® 4500s-1.8
1st; Flooffloor JoistsW4(i767) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: . _ ______..__.._....__ __File name:.:._.....N362-326L&R.mmdl ...
Address: Description: 1 st Floor\Floor Joists\J4(i767)
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 FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUSO ,
Page 46 of 82
6Boise cascade E99E Single 16" BCIO 4500s-1.8
1st FloorTloor Joists\J5(i741) (Floor Joist)
BC CALCO Member Report Dry 1 span I No cant. 24 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: ___.__ _._....__._.-....... _..._......,__.__._.,.__...._.__..._F.ile_name: N362326L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J5(i741)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
15-03-02
Total Horizontal Product Length = 15-03-02
132
Reaction Summary (Down / Uplift) (Ibs)
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- ....._...-._..,,67:3%-
-_
.100%
1
._...... ,....
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'lbs 46.4% 58.4% IUS1.81/16
B2 Hanger 2" x 1-3/4" 631'lbs 54.9% 58.4% ITS1.81/16
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 47 of 82
. Boise cascade Single 16" BCI® 4500s-1.8
1st',Flooffloor JoistsW5(i741) (Floor Joist)
BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:. _.__ ___ _._ .__._ . _ _.. _ File name: . N362326L&R.mmdL.
Address: Description: 1st Floor\Floor Joists\J5(i741)
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 48 of 82
03-01-11
1311 B2
Total Horizontal Product Length = 03-01-11
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow
Wind
Roof Live
131,2" 171/0 42/0
132, 9-3/4" 376 / 0 93 / 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 03-01-11
Top 4 1
n\a
2 J6(i785) Conc. Pt. (Ibs) L 00-07-02 00-07-02
Top 26 6
n\a
3 - J5(i741) .__-_..,.._ _,_-_ronc. Pt. (Ibs) __ --L-..-.,--01••08-.13_- O't--08-1,3
. 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 L/999 (0.003") n\a n\a
1 01-08-13
Live Load Deflection U999 (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
131 Hanger 2" x 1-3/4" 213: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
Cautions
Disclosure
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Notes
Completeness and accuracy of input
must be reviewed and verified by a
Design meets User specified (L/360) Total load deflection criteria.
qualified engineer or other appropriate
Design meets User specified (L/480) Live load deflection criteria.
expert to assure its adequacy, prior to
Design meets arbitrary (1") Maximum Total load deflection criteria.
anyone relying on such output as
Design meets arbitrary (0.75") Maximum live load deflection criteria.
evidence of suitability for a particular
application. The output here is based on
Calculations assume member is fully braced.
building code -accepted design
Hanger Manufacturer: Simpson Strong -Tie, Inc.
properties and analysis methods.
BC CALCO analysis is based on IBC 2009.
Installation of Boise Cascade
engineered wood products must in
ComComposite El value based on 3/4" thick OSB sheathing glued and nailed to member.
P 9 9
on
accordance with current Installation
Design based on Dry Service Condition.
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 49 of 82
+ Boise Cascade Single 16" BCI® 4500s-1.8�
1st FloorlFloor JoistSU6(i771) (Floor Joist)
BC CALC® Member Report Dry 11 span •I No cant. 1.24 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: ____...___.._.__....__.._._.......__._.__- _.._._.....___ ._... File name: N362326L&R.mmdl
Address: Description:. 1 st Floor\Floor Joists\J6(i771)
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
76/0
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(i767)
Conc. Pt. (Ibs) L
01-06-13 01-06-13
Top 579 145 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
_ .Pos. Moment---.=-
_ -565ft _ _
.:...,_1.3.8%
100%. _: _,_
�._:._. 1; _ ,...,01-06-:12_,.,... _ . ...._., __ .��,,_.,._ _. __.. -.
End Reaction
387 Ibs
35.8%
100%
1 1 00-00-00
End Shear
387 Ibs
19.6%
100%
1 00-02-00
Total Load Deflection
U999 (0.007')
n\a
n\a
1 01-06-12
Live Load Deflection
U999 (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. (LxM
Value
Support
Member
Material
131 Hanger
2" x 1-3/4"
387. Ibs
28.5%
35.8%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
337 Ibs
20.2%
31.2%
IUS1.81/16
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Disclosureof
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
se
Use of the Boise Cascade Software is
subject to the terms of the End User
Notes
License Agreement (EULA).
n meets Users specified L/360 Total load deflection criteria.
Design p ( )
Completeness and accuracy of input
must he reviewed and verified by a
Design meets User specified (L/480) Live load deflection criteria.
qualified engineer or other appropriate
Design meets arbitrary (1") Maximum Total load deflection criteria.
expert to assure its adequacy, prior to
Design meets arbitrary (0.75") Maximum live load deflection criteria.
anyone relying on such output as
evidence of suitability fora particular
Calculations assume member is full braced.
Y
application. The output here is based on
Hanger Manufacturer: Simpson Strong -Tie, Inc.
building code -accepted design
BC CALCO analysis is based on IBC 2009.
properties and analysis methods.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Installation of Boise Cascade
engineered wood products must be in
Design based on Dry Service Condition.
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 PLUSO ,
Page 50 of 82
Boise Cascade -
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7493
-Job name: _ ....... _
Address:
City, State, Zip:
Customer:
1st Floor\Floor JoistslJ6(i785) (Floor Joist)
Dry 11 span;1 No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
File name:.-.- - ... N362326L&R.mmdl. .
Description: 1 st Floor\Floor Joists\J6(i785)
Specifier:
Designer:
Code reports: ESR-1336 Company:
B1
03-08-03
Total Horizontal Product Length = 03-08-03
B2
Reaction Summary (Down / Uplift) (lbs)
Bearing
Live Dead
Snow
Wind Roof Live
B1,4"
25/0 6/0
B2, 2"
27 / 0 7/0
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
00-04-00 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
Controis:.Summary
Valuer 0dirAllowable-. . ._..-Duration--, -----Y
Case ,<,-.Location,- _,..,,.__ ._. __....-_—_. •.,- .».. _
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
U999 (0") n\a
n\a
1 01-11-01
Live Load Deflection
U999 (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" 33 Ibs
2.4%' 3.1%
IUS1.81/16
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 GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 51 of 82
l
Boise Cascade
Single 16" BCIO 6000s-1.8
BC CALCO Member Report
Build 7493'
Job name:
Address:
City, State, Zip:
Customer:
1st FloorTloor•JoistsW(i774) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
. Filename: _ _ N362326L&R.mmdl
Description: 1st Floor\Floor Joists\J7(i774)
Specifier:
Designer:
Code reports: ESR-1336 Company:
B1
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. (lb/ft)
L
00-00-00 03-09-00
Top
26 6
n\a
y..3_ .., FG1,Floor ,Material
-.._ .
Top :
29:,... �_7_.,.,, .. - a — - _ ... ,.
_ ._.:.�• - - 1a —n-. .
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
U608 (0.389")
59.2%
n\a
1
09-11-06
Live Load Deflection
U760 (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%
55.8%
Unspecified
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 52 of 82
%Boise Cascade 91992 Single 16" BCI® 6000s-1.8
1 st Floor\Floor JoistslJ7(1774) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: __ . _ .. Filename: . N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i774)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
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 GLULAM-, BC FloorValue@ ,
VERSA -LAM), VERSA -RIM PLUS@ ,
Page 53 of 82
SBoise Cascade
BC CALC® Member Report
Build 7493
Single 16" BCI® 6000s-1.8
1st Flooffloor JoistsW(U75) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
February 11, 2021 12:28:44
Job name: _ . _,.__,-._.._._. -._File.. name: .... N362326L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i775)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
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"
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.
i00% 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 - -
- g54 ft lbs. - :....,
88.3%- .
• - _..,w :.400°lam=, ..,._.
._.,: •-1 .,_....09-11-08
- . ,. __ ..r_ _ —�.— - : • _ : .. .
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
133.2%
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
U654 (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. (LxM
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
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 54 of 82 1 -
Boise cascade � Single 16" BCI® 6000s-1.8
1st, Flooffloor JoistsW(i775) (Floor Joist)
BC CALCO Member Report Dry 1 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _... _...._.- _ .. _..---._.r........__-. _...- _-- -._ _. File name:. . N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i775)
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-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 55 of 82
Single 16" BCI® 6000s-1.8
0 IME
Boise Cascade 5
BC CALCO Member Report
Build 7493
-.-Job name:.
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
1st FloorlFloor JoistslJ7(i775) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
__...... _ _...File name:..
Description:
Specifier:
Designer:
Company:
20-01-00
February 11, 2021 12:28:44
N362326L&R. mmdl
1 st Floor\Floor Joists\J7(i775)
Total Horizontal Product Length = 20-01-00
B2
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) L 00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
j % Allowable
Duration
Case
Location
..:_ Pos•..Moment
4854-ft-Ibs :,.
.-.-,88.3oXs_-- - ,_:..
100%
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
U654 (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
H03
10-00-04 8" L 12"
14-11-14 8" L 12"
Circular Horizontal
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
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 56 of 82
Boise Cascade MEN
Single 16" BCI® 6000s-1.8
BC CALCO Member Report
Build 7493
Job name: -
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes -
1st Floor\Floor Joists;W(i775) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
_. ___...____......___.__.._._....._____.._File. name: N362326L&R.mmdl �..-.._--...
Description: 1st Floor\Floor Joists\J7(i775)
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 FRAMER@) , AJS-
ALLJOISTO , BC RIM BOARD-, BCI(D,
BOISE GLULAM-, BC FloorValueO ,
VERSA -LAM), VERSA -RIM PLUS@ ,
Page 57 of 82
Boise Cascade Single 16" BCIO 6000s-1.8 IASSEI
1st Floor\Floor Joists\J7(i775) - 02 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:.- ._.. .... ,...._. __..._. _.. _._... -.. _ .
___.. _ __File name:.. N362326L&R_mmdl. _
Address:
Description: 1st Floor\Floor Joists\J7(i775)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
61 20-01-00
62
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) L
00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos.-Moment .. _..:,,.,-V-=
--4854•ft-Ibs
88.3%
.
- . 1 .
-- 09 1-4-08=•--___- .-.- --l_, .__ ._. ,._:.___ ... .
End Reaction
996 lbs
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
U654 (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
4" x 2-5/16"
996 Ibs
12.3%
64.2%
Unspecified
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 58 of 82
• Boise cascade Single 16" BCI® 6000s-1.8 PSG
1st FloorTloor JoistsW(i775) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:N362326L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i775)
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-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMT"', BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 59 of 82
Boise cascade ' Single 16" BCI® 6000s-1.8
1st Floor\Floor Joists\J7(U75) - 03 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _.._. _ ..._.___._......... . .... _. _. __ __ __..._._._ . __ File name: N362326L&R.mmdl
Address: Description: list Floor\Floor Joists\J7(i775)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
1 23
B1
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"
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
- -.- �,8F4.ft._lbs-.88:3% _.-
100%
.1 ..
- G41.1-08
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 lbs
91.1 %
100%
6
14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
U654 (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
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 60 of 82
• Boise Cascade
Single 16" BCI® 6000s-1.8
BC CALCO Member Report
Build 7493
_Job name:... _
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Flooffloor JoistslJ7(i775) - 03 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
_._File name:. _ . N362326L&R.mmdl _
Description: 1st Fioor\Floor Joists\J7(i775)
Specifier:
Designer:
Company:
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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 61 of 82
Boise Cascade Single 16" BCI® 6000s-1.8 PkS�EI�
1st FloorTloor JoistsW7(i776) (Floor Joist)
BC CALC® Member Report Dry 11 span No cant. 124 OCS I Repetitive Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ _ .. _---....__.. _.__.._.-..__.___Eile name: ... N362326L&R.mmdl _..
Address: Description: 1st Floor\Floor Joists\J7(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
1
§ 1 2 3
B1
20-02-08
Total Horizontal Product Length = 20-02-08
B2
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 . .ft-Ibs
100% ---
1
-09-1.1-0&:-------.,., _. -._,, _.... �.-.-....... _. • -- ._..-.. .
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
U654 (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
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 62 of 82
' e
*Boise cascade Single 16" BCI® 6000s-1.8
1 st Flooffloor JoistslJ7(1776) (Floor Joist)
BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ . _ _........ ....._ _.._ ......_ . _.__ ..., .. _ ._ .. _ ....__ . File. name:. .N362326L&R.mmdl .... ._.. _.. _.......
Address: Description: 1st Floor\Floor Joists\J7(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 (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 hailed 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 bya
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 BOARDTM, BCI@),
BOISE GLULAM-, BC FloorValueO ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 63 of 82
Boise Cascade Single 16" BCIO 6000s-1.8 PA�Brh?
1st Floor\Floor Joists\J7(i776) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: __. _ _ _ _ . ___.,.File. name:_ . _.._ N362326L&R.mmdl - -
Address: Description: 1st Floor\Floor Joists\J7(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
20-02-08
Total Horizontal Product Length = 20-02-08
B2
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•f:-Ibs-_-<-,---:_._.88.3%
._ -
-100%,--:._-
,.., . 1----
09-1.1-08 .
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
U654 (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
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4)-10d TF nails, (2)-Strong-Grip joist nails.
Page 64 of 82
• e
Boise Cascade= Single 16" BCI® 6000s-1.8
1st Flooffloor Joists\J7(1776) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ _...._._.., ......_.................._.File_name:.. N362326L&R.mmdl _
Address: Description: 1st Floor\Floor Joists\J7(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.
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 65 of 82
Boise cascade — Single 16" BCIO 6000s-1.8 PdSS�
1st FloorlFloor Joists\J7(U78) (Floor Joist)
BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ _-__ _ _File name: N362326L&R..mmdl.. .
Address: Description: 1 st Floor\Floor Joists\J7(i778)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
20-02-08
Total Horizontal Product Length = 20-02-08
B2
Reaction Summary (Down / Uplift) (lbs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
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. Mornamt
4854 ft-lbs
88:3;:r,
_. .
End Reaction
996 lbs
78.5%
100%
1
00-00-00
End Shear
979 lbs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 lbs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 lbs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 lbs
91.1%
100%
6
14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
U654 (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 lbs
86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
5-1/2" x 2-5/16"
996 lbs
18.4%
64.2%
Unspecified
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 66 of 82
Boise cascade 999 Single 16" BCI® 6000s-1.8 P�SSir
1st Flooffloor JoistslR(i778) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ _ _,_.__._____ File -name:. _. N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i778)
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-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 67 of 82
OBoise cascade Single 16" BCI® 6000s-1.8 PSSEI
1stiFloor\FloorJoistsW(U81) (Floor Joist)
BC CALC® Member Report Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
.Job name: _.. ... _..._._.-__ _. _. _.__- _ _ ._.._-.. __..,.....File.name: - N362326L&R.mmdl_.-... _._.- ._ _..__....... -...-_
Address: Description: 1st Floor\Floor Joists\J7(i781)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
1
1311
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
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 19-11-00
Top'
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
--> Rv4ft-Ibs:-.
_ 88.3%
---100%. 11—-
.1-
09-1.1-08---.... ..... ._..��,..:—...,�b_=.- �..,.....
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
U654 (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
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 68 of 82
Boise cascade - - Single 16" BCI® 6000s-1.8 PAED
1st Floor\Floor Joists\J7(i781) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 24 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
.Job. name:__ __ _ _.___._ name:-... ... N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i781)
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 GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 69 of 82
Boise Cascade E-"9 Single 16" BCI® 6000s-1.8 P�SS�I
1st Floor\Floor JoistsW7(i783) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 24 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _ ._ .......____.-._.__.. __.__..._.__._.__ -..File name: N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i783)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
0
B1
2a-00-08
Total Horizontal Product Length = 20-00-08
B2
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
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 •_
--•09-41-08--..:... - - - ---
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
69.3%
100%
6
14-11-14
Total Load Deflection
U687 (0.344")
52.4%
n\a
1
09-11-08
Live Load Deflection
U858 (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. Height
Width
Shape
Orientation
H01
05-00700 -
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"
758 Ibs
65.9%
59.8%
ITS2.37/16
B2 Wall/Plate
3-1/2" x 2-5/16"
758 Ibs
10.7%
48.9%
Unspecified
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 70 of 82
Boise cascade 11Hg Single 16" BCI® 6000s-1.8
1st Floor\Floor Joists\J7(i783) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
-Job name:-. _ _ _ _.... _ _ . __ _ . _ _. _ . _._ . File name: N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i783)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (U360) 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-LAMO, VERSA -RIM PLUS@ ,
Page 71 of 82
Boise cascade Single 16" BCI® 6000s-1.8
1st Floor\Floor Joists\J8(i751) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:
_ ___..._._..._.__......___File name: - .N362326L&R.mmdl
Address:
Description: 1 st Floor\Floor Joists\J8(i751)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
i
19-01-00
B1 B2
Total Horizontal Product Length = 19-01-00
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
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 _--.-35`9-ft-Ibs 64.8%---
100%-- _ 1 .09-06-15
End Reaction 768 Ibs 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 U741 (0.304") 48.6%
n\a 1 09-06-15
Live Load Deflection U926 (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. (Lx" Value Support
Member Material
131 Wall/Plate 3-1/2" x 2-5/16" 764 Ibs 10.8%
49.3% Unspecified
Disclosure
B2 Hanger 2" x 2-5/16" 768 Ibs 66.8%
60.5% ITS2.37/16
Use of the Boise Cascade Software is
subject to the terms of the End User
Cautions
License Agreement (EULA).
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Completeness and accuracy of input
must be reviewed and verified by a
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2)
Strong -Grip joist nails.
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone
anyone relying on such output as
Notes
of suitability for a particular
Design meets User specified (L/360) Total load deflection criteria.
application. The output here is based on
Design meets User specified (L/480) Live load deflection criteria.
building code -accepted design
Design meets arbitrary (1") Maximum Total load deflection criteria.
properties and analysis methods.
Installation of Boise Cascade
Design meets arbitrary (0.75") Maximum live load deflection criteria.
engineered wood products must be in
Calculations assume member is fully braced.
accordance with current Installation
Hanger Manufacturer: Simpson Strong -Tie, Inc.
Guide and applicable building codes. To
obtain Installation Guide or ask
BC CALCO analysis is based on IBC 2009.
questions, please call (800)232-0788
Composite El value based on 3/4" thick OSB sheathing glued and nailed
to member.
before installation.
Design based on Dry Service Condition.
BC CALC®, BC FRAMER®, AJSTM',
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 72 of 82
� R
Boise cascade - -- Single 16" BCI® 6000s-1.8 6�AS�IE1
1st Flooffloor JoistSW9(i736) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: _.._...... ............_ . _ . ._._ ----------
_ _ _. ...__.._._... _.._ . _.._Filename: N362326L&R.mmdl
Address:
Description: 1st Floor\Floor Joists\J9(i736)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
a: 2
19-01-00
B1 B2
Total Horizontal Product Length = 19-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B1,4"
787/0 196/0
B2, 2"
748 / 0 187 / 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
40 10
n\a
., ...2 .. FC1 _Floor.Material...........
..... l rnf .l..in.-(Ib/ft)... - L
00-04-00. _03708.00.,,_,T.op_.,._
.-1.5.
_ _ ..
3 FC1 Floor Material
Unf. Lin. (lb/ft) L
03-09-01 19-01-00
Top
37 9
n\a
4 J6(i746)
Cone. Pt. (Ibs) L
03-09-01 03-09-01
Top
166 41
n\a
Controls Summary
Value % Allowable Duration
Case
Location
Pos. Moment
4472 ft-Ibs 81.4%
100%
1
09-03-08
End Reaction
935 Ibs .73.7%
100%
1
19-01-00
End Shear
975 Ibs 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
U587 (0.382") 61.3%
n\a
1
09-06-05
Live Load Deflection
U734 (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
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
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
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 73 of 82
aBolse cascade — Single 16" BCl® 6000s-1.8
1st Floor\Floor JoistSW9(1736) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job. name: _._..__ . _.__ _.._._ ____..._____..File name:._ ....N362326L&R.mmdL.
Address: Description: 1st Floor\Floor Joists\J9(i736)
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-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 74 of 82
e ,
Boise Cascade— Single 16" BCI® 6000s-1.8 �AB�EI
1St. Floor\Floor JoistsW9(1749) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job.name: __.___.._ ..__._----_--_-..,_..._._. ,.. ___..._-----_..______ .._File.name:_ N362326L&R.mmdl__.-•...... . ...... .
Address: Description: 1st Floor\Floor Joists\J9(i749)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
0
_s
B1
1s-01-00
Total Horizontal Product Length = 19-01-00
132
Reaction Summary (Down /Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1, 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.Mement:---- -
4318,ft-Ibs._.--.
100%
1 -
-09-0&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
U615 (0.363")
58.5%
n\a
1
09-08-04
Live Load Deflection
U769 (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" 940 Ibs 81.7% 74.1 % ITS2.37/16
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 75 of 82
e 4
Boise Cascade _--
Single 16" BCI® 6000s-1.8
BC CALC® Member Report
Build 7493
1st Flooffloor Joists\J9(i749) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Job -name:.. _ __..__ _.. _. ...._ .. _._.._ ._File. name:_ _ . N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J9(i749)
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 CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 76 of 82
Boise cascade Single 16" BCI® 6000s-1.8 P�SS�E
1st FloorTloor JoistSXJ9(i749) - 01 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
..Job name: _..._.. _ .
_.. __._._,_._._..____.___File name:_.. N362326L&R.mmdl
Address:
Description: 1st Floor\Floor Joists\J9(i749)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
B1
19-01-00
Total Horizontal Product Length = 19-01-00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1, 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.ftdbs -
78.6%---_-.
-- 100%--- - --- .
1
09-08-04 _:--._: . .
End Reaction
940 Ibs
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
U615 (0.363")
58.5%
n\a
1
09-08-04
Live Load Deflection
U769 (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. (LXM 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 % ITS2.37116
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 77 of 82
6Boise cascade Single 16" BCI® 6000s-1.8
1st Flooffloor JoistsW(U49) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:_ _...._..._. ..... _.__._....__ _ -.File-name:. _.. N362326L&R_mmdl. _..._ .
Address: Description: 1st Floor\Floor Joists\J9(i749)
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-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 78 of 82
Boise cascade MEE Single 16" BCI® 6000s-1.8
1st FloorlFloor JoistslJ9(i749) - 02 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job. name:.- _.. ___..
----- ___ _.. _. File.name:.._ N362326L&R.mmdl_..
Address:
Description: 1 st Floor\Floor Joists\J9(i749)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
B1
19-01-00
Total Horizontal Product Length=19-01-00 .
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 5-1/2"
762 / 0
150 / 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
- t?•cs. Moment
4318 ft-Ibs- .
78•.6"/0...
100% . _ .. _
... .. 1 - •....,'J,9-08-04-._.
__ . :-..._ ..... ,...,:.-....
End Reaction
940 Ibs
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
U615 (0.363")
58.5%
n\a
1
09-08-04
Live Load Deflection
U769 (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"
940 Ibs
81.7%
74.1 %
ITS2.37/16
Cautions
Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 79 of 82
J A
613oise Cascade Single 16" BCI® 6000s-1.8
1st Flooffloor JoistskA(U49) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name: ___... __._.._. _...._ _ _.---....._....___...._ _-_--..Fila.name: _ N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J9(i749)
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 80 of 82
@Boise
cascade Double 1-3/4" X 16" VERSA -LAM® 2.0 3100 SP PASSED
1st Floor\Flush BeamslBM1(i744) (Flush Beam)
BC CALCO Member Report Dry 11 span I No cant. February 11, 2021 12:28:44
Build 7493
Job name: --_.--._._.--_-_-._.. _- -._.. _ __._ _..----_File.name:._ . _ N362326L&R.mmdl
Address: Description: 1st Floor\Flush Beams\BM1(i744)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1040 Company:
20-01-02
B1 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
_ 161.
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(i771)
Conc. Pt. (Ibs) L
03-09-15 03-09-15
Top
271 68
n\a
4 J3(i737)
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
1_/377 (0.62") 63.7%
n\a
1
10-03-10
Live Load Deflection
U488 (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 deflection criteria.
Design meets Code minimum (L/360) 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: Unassigned
BC CALC® analysis is based on IBC 2009.
Design based on Dry Service Condition.
Page 81 of 82
6 Boise Cascade Double 1-3/4" X 16" VERSA -LAM® 2.0 3100 SP ��EI
1st FloorTlush Beams\BM1(i744) (Flush Beam)
BC CALCO Member Report Dry 11 span I No cant. February 11, 2021 12:28:44
Build 7493
Job name: __ ... _ _..._ __....._..__.File.name: ....._N362326L&R.mmdl
Address: Description: 1st Floor\Flush Beams\BM1(i744)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1040 Company:
Connection Diagram: Full Length of Member
.crl b d —•-t
a
c
a
a minimum = 2" c = 6"
b minimum = 3" d = 24"
Calculated Side Load = 385.0 Ib/ft
Connectors are: 16d Common Nails
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAME), VERSA -RIM PLUS@ ,
Page 82 of 82
(MBoise
-En-Onee
Cascade
ed-Wood Products -
Alternative Power ar
n Nailin
Multiple P.IV 1 3/4" Wide VERSA -LAMS' Beams
When using multiple ply 1 3/a" VERSA -LAM® beams to create a wider member, the connection of the
plies is as critical as determining the beam size. When side loaded beams are not connected properly,
the inside plies do not support their share of the load and thus the load carrying capacity of the full
member decreases significantly..
BC CALL® reports show a connection detail for connecting multiple ply 1 3/a" VERSA -LAM® beams. BC
CALL® reports will either show the member having no side loads or the calculated side load. When the
nails shown on the connection detail are not readily available on the job site, the following table may be
used to substitute power driven nails or hand driven nails. I
Example: Connection detail on the BC CALC® report shows 16d sinker nails at 12 o.c. As an
alternative, 3" x 0.131" power driven nails can be used at 8" o.c. or 16d common nails can be used at
14" o.c.
As Shown on BC
Power Driven Nails
Hand Driven Nails
CAL& Report
CO
00
CO ,—
N O
CNO
E
00
a)x
-
CM
T
o�
T-
07
Nail
o
�o
�o
V
��
-0
�O X
U
x
- x
�C�
- x
NCO
;
m-
to ;
O
c�
CO
CO
co
T M
T_
CO
CO
24„
24,E
20„
16"
12".
24„
20,E
16"
16d Common
12
12
10
8
6
12
10
8
3 1/2" x 0.162„
6
� 6
N/A
N/A
N/A
6
N/A
N/A
24"
24"
1 24"
18"
16"
24"
24"
1 20"
16d Sinker
12"
14"
12"
8"
8"
14"
12"
10"
3 1/4 " x 0.148"
6"
6"
6"
N/A
N/A
6"
6"
N/A
24"
24"
24"
22"
18"
24"
24"
24"
16d Box
12"
16"
12"
10"
8"
16"
12"
12"
3 1/2" x 0.135"
6"
8"
6"
N/A
N/A
8"
6"
6"
RIRMM
Alternate On -Center Spacing
Notes:
• For multiple ply 1 3/a" VERSA -LAM° beams with only top load,, beam may be fastened at 24" o.c.
for all nails shown above (top mounted hangers shall be analyzed as side loads).
• Use end distance, edge distance, row spacing and number of rows shown on connection detail
found on BC CALC® Report.
• Alternate nailing not available for all nail types.
• Contact professional of record for connection design of side -loaded point loads beyond what is
shown in Boise Cascade Tech Note LVL-4 and LVL-10.
• Table is not applicable for 1 1/2" wide VERSA -LAM® beams.
Tech Note LVL-17 Page 1 of 1 11/12
F Boise Cascade"
ENGINEERED WOOD PRODUCTS
Temporary Storage of Masonry Block
on Bdo / AJS° Joist Floors
In areas where concrete masonry block is used in the construction of walls, limited job site
space may require the short-term storage of blocks on a BCI®/ AJS° floor. Because of the
significate weight, caution should be used in the block stack placement location and size. The
following guidelines shall be followed.
General Notes
• Limits based upon a normal weight concrete masonry unit (8k8x16) weight of 37 pounds
(Reinforced Masonry Engineering Handbook, Masonry Institute of America).
• No more than one masonry block stack shall be placed on any joist.
• Limits shown are valid for all series and depths if the specific floor joists are properly sized
for the occupancy design locals._
• BCI° / AJS° joist shall not be spaced greater than 24" on -center. Floor sheathing shall be
designed by the structure's design professional of record and installed properly prior to
block storage.
• The floor shall not be loadedwith concrete masonry block for a period longer than three
days.
• Avoid allowing the joists or floor sheathing to get wet before or during loading. Wet wood
may take a permanent set under load in the deflected shape.
No Shoring Required
8" tall masonry block stack
maximum 48" x 48" footprint, .
maximum 2 courses tall
BCl/AJS Joists,
max 24" o.c.s.
Temporary Storage of Masonry Block Page 1 of 2 r05/2019
0 i
Boise Cascade®
ENGINEERED WOOD PRODUCTS
• Masonry block stack may be placed anywhere along span length with the exception of no
closer than 4'-0" from any intermediate bearing.
• Concrete masonry units (8x8x16) shall be stacked no higher than two courses tall by 48
inches wide.
• Deviation of preceding provisions voids BCI® / AJS® product warranty.
Shoring Required
CSI.I!/1JJ JOISiS,
max 24" o.c.s.
mry block stack
t8" x 48" footprint,
3 courses tall
:sign by others
L)
UVQgjj 1 Uy others
• The design of the shoring members and transfer of load from the shoring is the
responsibility of the design professional of record. Inadequate shoring design voids
the BCI° / AJS® product warranty.
• Concrete masonry units (8x8x16) shall be stacked no higher than six courses tall by 48
inches wide.
Temporary Storage of Masonry Block Page 2 of 2 ro5/2ol9
I L
Boise Cascade
fnaineered-Wood Products
Technical
Temporary Storage of Gypsum Wallboard on
BCI°/AJS° Joists
The practice of stacking gypsum wallboard on wood floors prior to the installation is common
and necessary to the successful completion of any residential project. Because of the
enormous weight, caution should be used in the placement location and size. The following
guidelines are recommended by Boise Cascade EWP Engineering.
• Gypsum wallboard shall be stacked no higher than 11' inches (22 sheet limit for 1/2"
gypsum board, 17 sheet limit for 5/8" gypsum board).
• Placement of wallboard stacks in the middle of a room is not allowed. Loading- in the
middle of the joist span induces greater deflections compared to loads placed near the
joist's supports.
• No more than one gypsum stack shall be placed on a single joist.
• Wallboard stacks shall be oriented with their long dimension perpendicular to the joist
layout direction. In this orientation, more joists are supporting the wallboard.
• The floor shall not be loaded with wallboard for a period longer than 4 weeks.
• Avoid allowing the joists or floor sheathing to get wet while loaded. Wet wood will take a
permanent set, which may be unsightly.
Tech Note IJ-7 Page 1 of 1 r4/10
ITS/MIT/HIT
. . ... ...... ........ ... ...... . .... .. ..... . . ..... .. . ..... .... .... ...... .......
_-_-Engineered Wbod-Product.-Top-Range flangers-__
This product Japmferablo to similar connectors because
lu of (a) easier Installation, (b) higher lands, (c) lower Installed
73 cost, ore combination ofthese features.
.......... ..
Simpson Strong -Tie offers a dedicated range of top -flange 1-joist
hangers that meet the unique needs of I-jolsts while offering superior
performance and ease of Installation..
ITS
The Innovative ITS sets the standard for engineered wood top -
flange hangers. The ITS Installs faster and uses fewer nails than
any other EWP top -flange hanger. The Strong -Grip'" seat and
Funnel Flange features allow standard joist Installation without
requiring joist nails, resulting In the lowest Installed cost. The
Strong -Grip seat firmly secures I-Jolsts with flange thicknesses
from I 'A" to 1 W'.
MITIHIT — Positive -Angle Nailing (PAN)
PAN is specifically designed for I-jolsts when used with the MIT or
HIT. With PAN, the nail hole materiel Is not removed; but is formed
to channel and confine the path of the nall at approximately 450.
PAN minimizes splitting of the flanges while permitting time -saving
nailing from a better angle. See top flange tables on pp. 173-182.
Refer to joist manufacturees.11terature or appropriate Simpson
Strong-Te Connector Selection Guide for actual joist sizes,
Material: ITS — 18 gauge; MIT, HIT — 16 gauge
Finish- Galvanized
Installation:
• Use all specified fasteners. Verify that the header
can take the required fasteners specified In the table.
• See pp. 95-96 for more Installation Information.
• ITS — no: joist nailing required for standard 1-jolst Installation
without -web stiffeners. When supporting 1-joists with *web
stiffeners. or rectangular SOL membar.(2) 0.148" x 1 1h' nails
must be installed Into optional triangle joist nail holes for
standard installation values.
• ITS — Optional triangle nail holes may be used for additional
load. See allowable load tables.
• MIT — optional triangle nail holes may be. used for Increased
uplift capacity. Sao Optional Nailing For Increased Uplift table.
• HIT — closed PAN nall'holes may be used -for Increased
uplift capacity. See Optional Nalling For Increased Uplift table.
• For sloped Joists up to 1/412 there is no reduction,; between
1/4:12 and up to 1/212, tests showa 10% reduction in ultimate
hanger strength. Local crushing of the bottom tango or excessive
deflection may be limiting; check with joist manufacturer for
specific limitations on bearing of this type.
Allowable Loads:
• The ITS, MIT and HIT hangers have locations for optional nails
if additional uplift is needed. Optional uplift nailing requires the
addition of property -secured Web stiffeners. See the load tables
for minimum required fasteners and allowable uplift loads.
• For attaching to multi -ply headers, refer to technical bulletin
T-C-MPLYHEADR at strongtie.com.
Options:
• Because these hangars are fully die -formed, they cannot be
modified. However these models will normally accommodate
a skew of up to 6*. -
Codes: See p. 12 for Code Reference Key Chart
008nal
P Mnig,
.6m -
for w tt
OrMIT
OrHIT
Funnel flange
Strong -Tie
3 irip' seat
Its irrAcmitiorr-1.1--
nails.
TyploW MIT Installed
on a Double LVL
HIT Installation
on a 3x Nailer mounted
on a Steel Beam
(ITS, MIT similar)
IUS/MIU
..I-Joist..Hangers..._.__.....__....._..._.__._..........:..._......._._--_..
A
6 This product is preferable to', similar connectors because
W of (a) easier installation, (b) higher loads, (a) lower installed
cost, or a combination of these features.
4 _.....
The IUS is a hybrid hanger that incorporates the advantages of
the face -mount and top -mount hanger. Installation is fast with the
`;p Strong -Grip' seat, easy -to -reach face nails and self jigging locator tabs.
7 m The MIU series hangers are designed for commercial and high -load
O = I -joist applications without requiring web stiffeners. The MIU features
O Positive Angle Nailing (PAN), which minimizes splitting of the flanges
Vwhile permitting time -saving nailing from a better angle.
AA Material: IUS — 18 gauge;. MIU — 16 gauge
E Finish: Galvanized
Uplift Loads:
o. Modelshave optional triangle joist nail holes for additional uplift.
H a Properly attached web stiffeners are required.
50 • MIU — add four additional 0.148" x 1I joist nails for a total
V uplift load of 975 lb.
Funnel 11AN
flat
.ocator
tab
w ruo — GUu. Wou auu. 190 7c r n fum rrmrs nl Ulu Mar rlJ.IG
for _._ IUS
Installation: (some VS models
• Use all specified fasteners. Verily that the header can
take the required fasteners specified in the table.
See pp. 95-96 for more installation L information.
• IUS — fasten hanger to header. Position Ijoist into
hanger and snap into, place. No joist nailing required.
Some IUS models have triangle and round header
nail holes. To achieve max. download, fill both round
and triangle holes.
• IUS — Locator tabs are not structural. They may
be bent back to. adjust for hanger placement.
• IUS — for rimboard applications -see technical
bulletin T RIMBDHGR at stmngtie.com!
• IUS — I joists with web stiffeners or rectangular
sections can be used with the installation of
(2) 0.1480 x 11/:° nails into the optional triangle
joist nails.
• IUS — web stiffeners are not required with I joists
when the top flange is laterally supported by the
sides of the hanger unless r-3quired by 1 joist
manufacturer.
Options:
• These hangers cannot be modified. However, these
models will normally accommodate a skew of up to 5°.
For sloped joists up to'/c 12 there is no reduction;
between'/4:12 and up to 1h;12, tests show a 10%
reduction in ultimate hanger strength. Local crushing
of the bottom flange or excessive deflection may be
limiting; check with joist manufacturer for specific
limitations on bearing of this type.
Codes: See p.12 for Code Reference Key Chart
have, triangle holes
in header flanges
for min./max nailing)
U.S. Patent 6,523;321
IUS Installation Sequence
step 1
Attach the IUS to
the header.
SIMPSON
Sta°ongTie
The Strong -Grip'" seat
secures 11joists in position
without joist nails.
Avoid a
Misinstallation
Do not make your own holes.
Do not.nafl the bottom flange.
Step 2
Slide the I -joist downward
into the IUS until it rests
above the large teardrop.
MIU
Step 3
Firmly push or snap
I joist fully into the
seat of the IUS.
.MIU with Correct
PAN Installation