HomeMy WebLinkAboutFloor Joists0Boise Cascade. Single 16" BCI® 4500s-1.8
1st FloorTloor 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:..._.. _N.3623?-6.L.&_ R.mmdl_..-
Address: Description: 1 st Floor\Floor Joists\J 1(i762)
City, State, Zip: Specifier: C RE E K S I D E
Customer: Designer:
Code reports: ESR-1336 Company: LOT 95
B1
n-09-00
Total Horizontal Product Length = 17-09-00
132
Reaction Summary (Down / U_Plift) (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
_- R rs:-_A4on,-.ent - ---,._.. -..21,T7'.<ft Y sr>_, :-_.:•_ : 92 3°/a ,.M���
_ nr o;r_:F _, .
:1--=,
-_09:0.0-02.-
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
L/768 (0.271 ")
62.5%
n\a
6
09-00-02
Max Defl.
0.339"
33.9%
n\a
1
09-00-02
Span / Depth 13.0
Hole Location Valid
Hole Summary Center Elevation Ref. Height Width Shape Orientation
H01 05-00-00 8" L 12" Circular Horizontal
H02 13-09-00 8" L 12" Circular Horizontal
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
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.
Pad'e 1 of 82
0Boise Cascade
BC CALCO Member Report
Build 7493
Job name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsW I (i762) (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\J1(i762)
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 FloorValueO ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 2 of 82
'
0
Boise Cascade Single 16" BCI® 4500s-1.8 i �SSEI
-
1st Floor\Floor 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_rnmdl... _...__.__ .__.... -
Address: Description: 1st Floor\Floor Joists\J 1 (i762)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
►—e
131
n-09-00
Total Horizontal Product Length = 17-09=00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live .
B 1, 4"
703 / 0
176 / 0
B2, 2"
703 / 0
176 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (Ib/ft) L
00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
__ Pc. •',tc, meat:_..,_ _ ..=_._.-_.. �774 ft-Ibs -:
100%.---
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. (Lx"
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 3 of 82
Boise Cascade Single 16" BCI® 4500s-1.8
1st Flooffloor JoistslJ1(U62) - 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\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 (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 4 of 82
813'Ise Cascade Single 16" BCIO 4500s-1.8 1PASSED1
1st Flooffloor JoistslJ1(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
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:
131
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. Monsent -__.•, .:_.,
3??.,_ft-lbs _,.
_ .:. -92.3%
_,
_400%,...,.•_-..:
_ 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 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. (Lx"
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
a 0 1
Boise cascade Ulm Single 16" BCI® 4500s-1.8
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:. 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 CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 6 of 82
cascade Single 16" BCI® 4500s-1.8 P�SEI
, OBoise
1st Flooffloor 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: _ _ _ __r_....____.. _.File name:... N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i762)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Is a
B1
17-09-00
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
- rs�S.:iU�(�9r.Ent __...�37-74 ft-Ibs . =
- ..e� 92:$"/0 .:.
: - . :.
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 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
S" L
12"
Circular
Horizontal
H02
13-09-00
8" L
12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxWy
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 7 of 82
Boise Cascade Single 16" BCI® 4500s-1.8 P �
1st FloorTloor JoistslJ1(i762) - 03 (Floor Joist)
BC CALCO 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\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 (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 FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 8 of 82
Boise Cascade Single 16" BCI® 4500s-1.8
1st Flooffloor Joists1J1(i764) (Floor Joist)
BC CALL® 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: _. _.-... ____ . - „. _...___...___.__... Filename:_... N362326L&R.mmdl._
Address: Description: 1st Floor\Floor Joists\J1(i764)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
0
B1
n-09-00
Total Horizontal Product Length = 17-09-00
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
131, 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
131 Wall/Plate
4" x 1-3/4"
807 Ibs
13.2%
54.7%
Unspecified
B2 Hanger
2" x 1-3/4"
876 Ibs
76.2%
81.1%
ITS1.81/16
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
1 . R
Boise Cascade ffll-
Eg
BC CALCO Member Report
Build 7493
Job name: _.... _.. _.
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
Single 16" BCI® 4500s-1.8
1st Flooffloor Joists1J1(i764) (Floor Joist)
Dry 11 span No cant. 124 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 (i764)
Specifier:
Designer:
Company:
Design meets User specified (1-/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 GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 10 of 82
Boise Cascade --.. " Single 16" BCl® 4500s-1.8 p SSE -
1st Flooffloor Joists,IA (U66) (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: - _..N362326.L_&R.mmdl. _ ....._...- _.__ ._.
Address: Description: 1st Floor\Floor Jo1sts\J1(i766)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
►—e
B1
17-09-00
Total Horizontal Product Length = 17-09-00
B2
Reaction Summary (Down / Uplift) (Ibs)
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
F'us: Moment
31 ^5 ft-Ibs
- .76.9%
100%
1
_,0g.•g0•,g2-, n
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 Ibs
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
00.Boise cascade Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsWI(U66) (Floor Joist)
BC CALCO Member Report Dry 11 span 1. 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\J 1 (i766)
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 CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 12 of 82
Boise Cascade Single 16" BCI® 4500s-1.8 PSI
1st FloorTloor Joists\J1(i766) - 01 (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: 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:
.—e
B1
n-09-00
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
132
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top
67 17 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
P6s: Vlorrontl __..., ,, _'2Vr5_ft-Ibs
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 Ibs 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 13 of 82
Boise Cascade Single 16" BCI® 4500s-1.8 1PASSED1
1st FlooAFloor Joists1J1(i766) - 01 (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: __.._.__._..._:_.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
613.01syeCascade Single 16" BCI® 4500s-1.8 PASSED
1st Flooffloor JoistSWI(i769) (Floor Joist)
BC CALCO Member Report Dry-1 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
`Build 7493
Job name:.. -.-.---_-- ..__....._.__..-_._____._Y..._ ._ ... _____ _......__..__ ._File. name: __ N362326L&Rsnmd!
Address: Description: 1st Floor\Floor Joists\J 1 (i769)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
17-09-00
Total Horizontal Product Length = 17-09-00
B2
Reaction Summary (Down / Uplift) (lbs)
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)
Cone. Pt.
(Ibs) L
01-08-13
01-08-13
Top
308 77 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment
3674 ft-lbs
89.8%
100%
1
08-07-13
End Reaction
827 lbs
76.5%
100%
1
17-09-00
End Shear
1021 lbs
51.7%
100%
1
00-04-00
Hole #1 Shear
401 lbs
73.2%
100%
3
05-00-00
Hole #2 Shear
495 lbs
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 lbs
16.7%
69.2%
Unspecified
B2 Hanger_
2" x 1-3/4"
827 lbs
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
gl;olse cascade Single 16" BCI® 4500s-1.8
1st Flooffloor JoistslJ1(i769) (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\J1(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 CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing.glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 16 of 82
Y
Boise Cascade Single 16" BCI® 4500s-1.8
1st FloorTloor JoistSW1(i772) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS• l Repetitive I Glued & nailed February 11, 2021 12:28:44
"Build 7493
Job 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. Aloment? —
2759ft-Ibs
67.54/a.
_100%
1
-•Oa '.^ J -.- -:---
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
131 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
&,!,'eCasc'ade= Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistslJ1(i772) (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 (i772)
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 18 of 82
&'I"eCascade Single 16" BCI® 4500s-1.8 P�SS�I
1st Floor\Floor JoistslJ2(i745) (Floor Joist)
BC CALC® Member Report Dry 1 span I No cant. 124 OCS [Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
'Build 7493
Job name: ___ __ __ .. _ . _. __ _..____....__....._F..i!e name:...- . N362326L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J2(i745)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
15.04-14
Total Horizontal Product Length = 15-04-14
132
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
-Pos. Moment .,..,b:_,
_ 1:_,.
-=07-09-08
End Reaction
762 Ibs
70.5%
100%
1
15-04-14
End Shear
745 Ibs
37.7%
100%
1
00-04-00
Hole #1 Shear
354 Ibs
64.5%
100%
3
04-09-08
Hole #2 Shear
361 lbs
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 MR� Single 16" BCI® 4500s-1.8 P is
1st Flooffloor JoistSW2(1745) (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
.lob name: ._File.name: _N362326L&R.mmdl
Address: X �~ Description: 1 st 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 (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 CALC@, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 20 of 82
OB`olse cascade Single 16" BCI® 4500s-1.8
1st FloorTloor JoistslJ2(1755) (Floor Joist)
BC CALL® 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&Rmmdl ...___.._.
Address: Description: 1 st Floor\Floor Joists\J2(i755)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
15-04-14
1311 B2
Total Horizontal Product Length = 15-04-14
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,4" 534/0 133/0
B2, 2" 530 / 0 133 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-00-14 15-04-14
Top
30 7 n\a
2 FC1 Floor Material
Unf. Lin. (lb/ft)
L
00-01-12
15-04-14
Top
40 10 n\a
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
2456 ft-Ibs
60.1%
100%
1
07-09-08
End Reaction
663 Ibs
61.3%
100%
1
15-04-14
End Shear
648 Ibs
32.8%
1000%
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
U1052 (0.171")
34.2%
n\a
1
07-09-08
Live Load Deflection
U1315 (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
a"
Boise Cascade
BC CALCO Member Report
'Build 7493
Job -.name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsW2(11755) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
v..... _ . , ....F,ile name:. _.... N362326L&R.mmdl _ _ _ -- ---....__: •.._e_ -e
Description: 1 st Floor\Floor Joists\J2(i755)
Specifier:
Designer:
Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure -its adequacy, prior to
anyone relying on such output as
evidence -of suitability for a particular
application. The output here is based on
building -code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 22 of 82
eoise cascade Single 16" BCIO 4500s-1.8BSE
1st Flooffloor JoistsW(U59) (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:.. .. _._.._._.-._-_.....,.. -Filename: N362326L&R.mmdl _.. ......
Address: Description: 1 st Floor\Floor Joists\J2(i759)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
L L
15-04-14
131 132
Total Horizontal Product Length = 15-04-14
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
Pus: Moment __.._...
- 2824 %sibs,..
69.0% -
._.....,:100%._...
1..
:(7 03 Ogr _._, _,.... ,_._ - ..,:_..,:,;.,. �•:-:,,.._
End Reaction
762 Ibs
70.5%
100%
1
15-04-14
End Shear
745 Ibs
37.7%
100%
1
00-04-00
Hole #1 Shear
354 Ibs
64.5%
100%
3
04-09-08
Hole #2 Shear
361 Ibs
65.8%
100%
4
10-10-08
Total Load Deflection
L/915 (0.197")
39.3%
n\a
1
07-09-08
Live Load Deflection
L/1144 (0.158")
42.0%
n\a
6
07-09-08
Max Defl.
0.197"
19.7%
n\a
1
07-09-08
Span / Depth 11.3
Hole Location Valid
Hole Summary Center Elevation Ref. Height Width Shape Orientation
H01 04-09-08 8" L 12" Circular Horizontal
H02 10-10-08 8" L 12" Circular Horizontal
% Allow % Allow
Bearing Supports Dim. (LXM Value Support Member Material
131 Wall/Plate 4" x 1-3/4" 776 Ibs 12.7% 52.6% 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 23 of 82
Boise cascade Single 16" BCI® 4500s-1.8
1st Floor\Floor JoistslJ2(1759) (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:... _. _ ,..__._...___........ ..Filename: .... N362.326L&R—mmdl
Address: Description: 1 st 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 CALC@ analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the -End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 24 of 82
0 J ,
Boise Cascade l — Single 16" BCI® 4500s-1.8 ��Bl
1st FloorTloor JoistSW3(1737) (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: ___._....... ....._.._ ___...:_.____._...._.. _ 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
B2
Reaction Summary (Down / Uplift) (Ibs)
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-Ibs
64.3%
100%
1
07-06-08
End Reaction
715 Ibs
66.2%
100%
1
15-01-06
End Shear
700 Ibs
35.4%
100%
1
00-02-00
Hole #1 Shear
338 Ibs
61.7%
100%
3
04-06-00
Hole #2 Shear
336 Ibs
61.3%
100%
4
10-07-00
Total Load Deflection
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. (LxW)
Value
Support
Member
Material
B1 Hanger
2" x 1-3/4"
708 Ibs
42.5%
65 5%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
715 Ibs
62.2%
66.2%
ITS1.81/16
Cautions
Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam.
Hanger IUS1.81/16 requires (14) 1Od 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) 1 Od face nails, (4) 1 Od TF nails, (2) Strong -Grip joist nails.
Page 25 of 82
Boise cascade Single 16" BCI® 4500s-1.8
1st Floor\Floor Joists\J3(i737) (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: N362326! &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 CALCO, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValde@ ,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 26 of 82
OB',I,e
Cascade Single 16" BCI® 4500s-1.8
} 1st Flooffloor JoistsW(UQ) (Floor Joist)
BC CALC® Member Report Dry 19 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:
131
15-01-06
Total Horizontal Product Length = 15-01-06
132
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•-Ibs
100% :-.
1
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191 ")
38.5%
n\a
1
07-06-08
Live Load Deflection
L/1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1%
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center
Elevation Ref. Height
Width
Shape
Orientation
H01
04-06-00
8" L
12"
Circular
Horizontal
H02
10-07-00
8" L
12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value
Support
Member
Material
131 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 27 of 82
Single 16" BCI® 4500s-1.8
OBoise Cascade
BC CALC® Member Report
'Build 7493
Job name:-..
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Floor\Floor JoistsU3(1742) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed
._.-_._ ......___.__.. .File name:
Description:
Specifier:
Designer:
Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
February 11, 2021 12:28:44
N362326.L&R.mmdl. _ _..._ _-_.-
1st Floor\Floor Joists\J3(i742)
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 28 of 82
&-ol'-eCas"ade Single 16" l3CI® 4500s-1.8
1st FloorlFloor Joists\J3(i742) - 01 (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: 1 st Floor\Floor Joists\J3(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
61
15-01-06
Total Horizontal Product Length = 15-01-06
132.
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
_-- ,Poa,! Moment :->-----2.777-ft-Ibs--,.,-
... , < 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 [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 29 of 82
Boise cascade — Single 16" BCI® 4500s-1.8
1st FloorTloor JoistsU3(i742) - 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: _ ..___._....._ ..... _. _ _.__.._w___._.._ . _ _ __._.w.__._...._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 FRAMERO , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 30 of 82
Boise cascade . _ Single 16" BCI® 4500s-1.8 Pti
t'{
1st Flooffloor JoistSU3(1742) - 02 (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(i742)
-City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
15-01-06
Total Horizontal Product Length=15-01-06
132
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
-^f}s,=tv2r•,gi nt _;>,_, ----_277--7ft-Ibs _:100%
End Reaction
End
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. (Lx1N)
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" BCI® 4500s-1.8 ��EE
1st Flooffloor Joists\J3(i742) - 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: 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 -LAM@, VERSA -RIM PLUS@ ,
Page 32 of 82
013ols'e Cascade Single 16" BCI® 4500s-1.8
u. 1st FloorlFloor Joists\J3(i742) - 03 (Floor Joist)
BC CALC® 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: _. _. __ ._ __....._ _ __ ........ _ ..File name: N362326L&Rmmdl
Address: Description: 1st Floor\Floor Joists\J3(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
15-01-06
Total Horizontal Product Length = 15-01-06
62
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 67.9%
,._ .._ ..1ff �/ ,,- __..,_._...'
1..
..__ . _
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 33 of 82
aBolse cascade Single 16" BCI® 4500s-1.8 1PASSED1
1st FloorTloor JoistslJ3(i742) - 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-_ _._.N36232.6L&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 -LAM@, VERSA -RIM PLUS@ ,
Page 34 of 82
@)Bols'e Cascade Single 16" BCI® 4500s-1.8
1st FloorTloor JoistSU3(i742) - 04 (Floor Joist)
BC CALL® 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: .... _ N362326L&R.mmdl _. _.._..... _ _..._ ...._.... _ _. .
Address: Description: 1st Floor\Floor Joists\J3(i742)
YCity, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
15-01-06
Total Horizontal Product Length = 15-01-06
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 2"
605 / 0
151 / 0
B2, 2"
605 / 0
151 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag -Description
Load Type
Ref.
Start
End
Loc.
100%" 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft)
L
00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
a.:-. A�►1 ant = :-
77 fc le<._....___...
..,. :��%-...<_.:::
—. _._100%
_ 1......�
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 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
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. (Lx"
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 35 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
Notes
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:
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 .he End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJSTM
ALLJOISTO , BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 36 of 82
0Boise Cascade Single 16" BCI® 4500s-1.8 �ABI
1st Flooffloor Joists\J3(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: _.__... ___..__-..__4......____._._.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:
131
15-01-06
Total Horizontal Product Length = 15-01-06
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 2"
605 / 0
151 / 0
B2, 2"
605 / 0
151 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft)
L
00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
.nos. Moment ....,_r.w.,,•-.:'_37.--ft-Ibs.....__....:::
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 37 of 82
'(&Boise Cascade Single 16" BCI® 4500s-1.8,�
1st FloorlFloor JoistSU3(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: 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 38 of 82
4 � \ i
Boise cascade --- Single 16" BCI® 4500s-1.8 PASSE
,) 1st FloorlFloor Joists\J3(i742) - 06 (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:_ . N3623261.&R.mmdl._. - -
Address: Description: 1st 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.
}?o� Momcnt
.2777_ft..;bs_--,...:.
,.,... 67:9`O
1000g ...., . ...__-_
?......
_ Q.7.0&—OLD-.-::•_•
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 ITS1.81/1-6 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 39 of 82
Boise cascade — Single 16" BCI® 4500s-1.8 PEI�
1st FlootAFloor JoistSU3(1742) - 06 (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:. F11e.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 40 of 82
OBoise cascade ffgN�2 Single 16" BCI® 4500s-1.8
1st Flooffloor JoistslJ3(1742) - 07 (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:
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
---Pes+Ibinent---.._.,_T..-.2-T77-ft-Ibs
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
04-06-0-0
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
'6Boise Cascade Single 16" BCI® 4500s-1.8EI
1st Flooffloor JoistslJ3(i742) - 07 (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: ...-Filename: N362326,L&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 CALC@), BC FRAMERO , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUSO ,
Page 42 of 82
MIN
aBolse Cascade Single 16" BCI® 4500s-1.8 SSA
0 •r 1st Flooffloor JoistslJ3(1742) - 08 (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:
1
2 s
I I
15-01-06
B1 132
Total Horizontal Product Length = 15-01-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 2"
605 / 0
151 / 0
B2, 2"
605 / 0
151 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-00-00 15-01-06
Top
80 20 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
- -Pos: Moment
67 9%•
- 100°la..., . ,;_..
-? =
07-06-08-._,._-.,_w..
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 43 of 82
Boise cascaded Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistsW(U42) - 08 (Floor Joist)
BC CALCO 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: 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-LAMO, VERSA -RIM PLUS@ ,
Page 44 of 82
OBoise Cascade = Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsU4(i767) (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: -..__File name:_ N362326L&R.mmdl
,Address: Description: 1 st Floor\Floor Joists\J4(i767)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
L Al
15-11-05
131 B2
Total Horizontal Product Length = 15-11-05
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
568/0
142/0
B2, 2"
568 / 0
142 / 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 15-11-05
Top
71 18 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
-,.Pa)�. �erc�nt_....__�:..::--:,,,.- • 2757ft-:Ibs...._.__-.._....:63:4�--.......�..-_:-::.1(-?0°��..-
-
1_......�0.7.a4-�-..�,--.-_�.Y,,.-._.,..,
,,_,:_..,_�,_..._..,..____....:._�_.._,
End Reaction
710 Ibs
65.7%
100%
1
00-00-00
End Shear
696 lbs
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
�� Boise cascade Single 16" BCI® 4500s-1.8
1st Flociffloor JoistslJ4(i767) (FloorJoist)
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:. _ . N362J396! &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 (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 basecion 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 FloorValueO ,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 46 of 82
%Boise cascade l = Single 16" BCI® 4500s-1.8
1 st FloorlFloor JoistslJ5(i741) (Floor Joist)
_ BC CALCO Member Report Dry 11 span I No cant. 124 OCS j Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:_ ___...._.. _.. _..__..______.,._._____,..__...File_name:_ __ N36232-6L&R.mmdl.
. Address: Description: 1 st Floor\Floor Joists\J5(i741)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
15-03-02
131 B2
Total Horizontal Product Length = 15-03-02
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
57.3%-- .. . _.._ _-
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
IJ1102 (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. (LxM
Value
Support
Member
Material
B1 Hanger
2" x 1-3/4"
631 Ibs
46.4%
58.4%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
631 Ibs
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 FloorTloor JoistsW5(i741) (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\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 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 48 of 82
Boise Cascade Single 16" BCI® 4500s-1.8 S
1st FloorTloor JoistSW6(i746) (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: _ .. ...... ._.w_._.._..._. __ ....__ ..._.___ .._. __ _.__.. _ _..._File name: N362326L&R_mmdl ___.._.__.
Address: Description: 1 st Floor\Floor Joists\J6(i746)
City, State, Zip: Specifier: .
Customer: Designer:
Code reports: ESR-1336 Company:
B1
03-01-11
Total Horizontal Product Length = 03-01-11
m97777777
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B1,2"
171/0 42/0
B2, 9-3/4"
376 / 0 93 / 0
Load Summary
Live Dead Snow Wind
Roof 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
01-0843--Top•-
• _ .ln�.:._.1 .� ;
- - ...�n� __.
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
B1 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
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live- load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure -
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMERO , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 49 of 82
Boise Cascade Single 16" BCI® 4500s-1.8 S�
1st Flooffloor JoistSW6(i771) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive Glued & nailed February 11, 2021 12:28:44
Build 7493
Job name:.name:_.._.,. _. N362326t-&R.mmdl
Address: Description: 1st 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
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,2" 310/0 78/0
B2, 2"
269/0 67/0
B2
Load Summary
Live Dead Snow Wind Roof ocs
Live
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90% 115% 160% 125%
1 J4(i767)
Conc. Pt. (Ibs) L
01-06-13 01-06-13
Top
579 145 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
End Reaction
387 Ibs
35.8%
100%
1
00-00-00
End Shear
387 Ibs
19.6%
100%
1
00-02-00
Total Load Deflection
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. (LxW)
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.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJSTM
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 50 of 82
Boise cascade - Single 16" BCI® 4500s-1.8
BC CALCO Member Report
• Build 7493
1st Floor\Floor Joists\J6(i785) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed
February 11, 2021 12:28:44
Job name:.. _ _...-._-._ - File name: ..__ N362326L&R.mmdl...
Address: Description: 1 st Floor\Floor Joists\J6(i785)
'City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
03-08-03
131 B2
Total Horizontal Product Length = 03-08-03
Reaction Summary (Down / Uplift) (Ibs)
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
Cone. Pt. (Ibs) L
00-03-00 00-03-00
Top 1 n\a
% AlIowab v-_---R aratior.--..
Case .1-Loeati;,ra -----: - r...�
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. (Lx1N)_
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 CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 51 of 82
013olse Cascade - Single 16" BCI® 6000s-1.8 S
1st FloorTloor JoistsW(i774) (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: name:._-...N362326.L&R.mmdl_--
.Address: Description: 1 st Floor\Floor Joists\J7(i774)
City, State, Zip: Specifier: .
Customer: Designer:
Code reports: ESR-1336 Company:
B7-
2 3
1 3
2
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
-.-.:7.3-_-:.EC1 Floor.Material-- . �..__ _.��1, !a .(iblft) L:......_,e
64?-: ?0-4� .Tc(a _..�,_,2 .- : _J -
Controls Summary
Value % Allowable Duration
Case
Location
Pos. Moment
4180 ft-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 (0.31 1") 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
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" 846 Ibs 73.6% 66.7% ITS2737/16
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
Single 16" BCI® 6000s-1.8
1 st Floor\Floor JoistsW7(i774) (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: _._..____._t___.._.._..... _. ..._.__. _ _, _____._....._File. name: __ _. 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 (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 CALL® 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 -LAMS, VERSA -RIM PLUS@ ,
Page 53 of 82
*Bolse Cascade Single 16" BCIO 6000s-1.8 S
1st Flooffloor JoistslJ7(i775) (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: _. _N36232-6L8:R mmdl
Address: Description: 1st 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.
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
r_........_,..,._.,_.4854
ft-Ibs
-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 lbs
91.1 %
100%
6
14-11-14
Total Load Deflection
L/523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
L/654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth 14.8
Hole Location Valid
Hole Summary
Center
Elevation
Ref. Height
Width
Shape Orientation
H01
05-00-00
8"
L 12"
Circular Horizontal
H02
10-00-04
8"
L 12"
Circular Horizontal
H03
14-11-14
8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing
Supports
Dim. (Lx"
Value
Support
Member
Material
B1
-Hanger
2" x 2-5/16"
996 Ibs
86.6%
78.5%
ITS2.37/16
B2
Wall/Plate
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
Boise Cascade MIME
BC CALCO Member Report
Build 7493
Job name:
_Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
Single 16" BCI® 6000s-1.8
1st Flooffloor JoistslJ7(i775) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
.N362.326L&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 (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 55 of 82
S Boise Cascade E Single 16" BCI® 6000s-1.8
1st FloorlFloor JoistslJ7(1775) - 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(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.
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
88.3%
.. _...-....__..._s.3,�=f3%,.,,_
._,._..._..-
1
09-11•.0£i �.: _ ._:,,_. =_ ��_ __., . _-
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%
-I-TS2.37/16
B2 W-all/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
OBoise Cascade
Single 16" BCI® 6000s-1.8
1st FloorlFloor JoistslJ7(i775) - 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: _ _.--- .-._._-- -. --__-.._. _. _.- _.._ _.__ �..- Filename .-- _--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 CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 57 of 82
Boise Cascade — Single 16" BCI® 6000s-1.8 P'ASSEI?
1st Floor\Floor Joists\J7(1775) - 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:
0
B1
20-01-00
Total Horizontal Product Length = 20-01-00
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow.
Wind Roof Live
B 1, 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
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.
0.4452"
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% ITS2.37/1-6
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
0Boise Cascade Single 16" BCI® 6000s-1.8 P�E�
1st Flooffloor JoistslJ7(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: _ _. _. _ _ _._.._ _ _ ......____ _.._.. _ _ _. _. __ .__... _ _. 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
1Jse 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 59 of 82
9Boise Cascade "' — Single 16" BCIO 6000s-1.8 SS
1st FloorlFloor JoistslJ7(i775) - 03 (Floor Joist)
BC CALL® Member Report Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
_J.ob 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:
131
20-01-00
Total Horizontal Product Length = 20-01-00
132
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. Moman', :.._--.-..,,_._...,_,4854.ft-Ibs.
- z
...:__88.TV-)------ :.........-
!�0°!c :.
..., 1
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. (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-.5/1-6"
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 MM9 Single 16" BCI® 6000s-1.8
1st Flooffloor JoistslJ7(i775) - 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\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 (1-/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 CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 61 of 82
013ols'e Cascade Single 16" BCIO 6000s-1.8
1st Flooffloor JoistSU7(1776) (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:_ _ N3623261_&R_mmdl . _ _. _... .._-•--- -.
Address: Description: 1st Floor\Floor Joists\J7(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
a 1 2 3
1. I
20-02-08
131 132
Total Horizontal Product Length = 20-02-08
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
797/0
199/0
B2, 5-1/2"
797 / 0
199 / 0
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
l
!Location
o
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 I-TS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 62 of 82
013oise Cascade Single 16" BCI® 6000s-1.8 PASSE
1st Floor\Floor JoistsW7(i776) (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: 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 CALC® analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER& , AJS-
ALLJOIST®, BC RIM BOARD-, BCI® ,
BOISE GLULAM-, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 63 of 82
0919E�
Boise Cascade Single 16" BCI® 6000s-1.8
BC CALC® Member Report
- Build 7493
Job name:.. ..- .. _
Address:
-City, State, Zip:
Customer:
Code reports: ESR-1336
B1
1st Floor\Floor Joists\J7(1776) - 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(i776)
Specifier:
Designer:
Company:
20-02-08
Total Horizontal Product Length = 20-02-08
BY
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
ti854-ft-lbs
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
I:1*1
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 lb-s 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
Boise cascade -- Single 16" BCI® 6000s-1.8
1st Floor\Floor JoistslJ7(i776) - 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:_ _..... _.. __ _ .. . _ __ __.. _..___._ . _ .Y ___....___... _...:__File. name:, . N362326L&R.mmdl..
. Address: Description: 1 st 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 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 , AJSTM
ALLJOISTO , BC RIM BOARD-, BCI& ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 65 of 82
813oise cascade -- Single 16" BCI® 6000s-1.8�SS�
1st Flooffloor JoistslJ7(i778) (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- ... ...__.._.._.. ..�__ _.:r__-.__.._.__.._.. _._.._-..---....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
62
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
=- =-Pes. Moment.
88:3% ._
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
05-00-0.0
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 66 of 82
Boise cascade Single 16" BCI® 6000s-1.8 E
1st FloorTloor JoistslJ7(i778) (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:. N3623261..&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 (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-, BCIO ,
BOISE GLULAM-, BC FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUSO ,
Page 67 of 82
013olse Cascade Single 16" BCI® 6000s-1.8 PASBE
1st FlooffloorJoistslJ7(i781) (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: 1st Floor\Floor Joists\J7(i781)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
20-01-00
B1 B2
Total Horizontal Product Length = 20-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,2" 797/0 199/0
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
4854 ft�-lbs._..
=100�70
1,
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" Circular Horizontal
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 ISM
1st FloorTloor JoistsW(i781) (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(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@ , AJST1'',
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 69 of 82
J �
OBoise Cascade �}"�-V 2 Single 16" BCI® 6000s-1.8 SSA
1st FloorTloor JoistslJ7(i783) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS J Repetitive I Glued & nailed February 11, 2021 12:28:44
Build 7493
Job.name: __.._..._..__. __..... -.._----.,.._., ......_.. _..__.__.__.._Fils.name:_.._.. N362326L&R-mmdl
. Address: Description: 1 st Floor\Floor Joists\J7(i783)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
20-00-08
Total Horizontal Product Length = 20-00-08
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 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 ...
-:67:3°ia
....._•.09-1-1-08.
-._1. ._-I_ .. _I
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 43 Shear
419 Ibs
69.3%
100%
6
14-11-14
Total Load Deflection
L/687 (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
05-00-00
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 2-5116"
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
Poise cascade Single 16" BCI® 6000s-1.8 ��El
1st Floor\Floor JoistsW(U83) (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: .......,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 (EUTA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 71 of 82
I1
6Boise Cascade Single 16" BCI® 6000s-1.8
1st Floor\Floor Joists\JB(1751) (Floor Joist)
BC CALC@ 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\J8(i751)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
0
19-01-00
Total Horizontal Product Length = 19-01-00
62
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B 1, 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
Morn—ni. _. -.
3559 ft-Ibs-
.1 _.
-� C�6• t —:..,_ _ _. -_:,,. ,�_.,. ,-- :: _
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. (LXW) Value Support Member Material
B1 Wall/Plate 3-1/2" x 2-5/16" 764 lbs 10.8% 49.3% Unspecified
B2 Hanger 2" x 2-5/16" 768 Ibs 66.8% 60.5% ITS2.37/16
Cautions
Header for the hanger ITS2.37/1.6 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.
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC@ analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End -User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for -a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 72 of 82
Boise Cascade —
BC CALC® Member Report
Build 7493
Job. name:
Address:
Single 16" BCI® 6000s-1.8
1 st Flooffloor JoistsW9(i736) (Floor Joist)
Dry 11 span No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44
name:-. - N362326L&R.mmdl. _ ..._._.,. ___._... .. .
Description: 1 st Fioor\Floor Joists\J9(i736)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
imi-oo
Total Horizontal Product Length = 19-01-00
B2
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
LC. Q3.-0$-00_
Top
3 FC1 Floor Material
Unf. Lin. (lb/ft) L
03-09-01 19-01-00
Top
37 9
n\a
4 J6(i746)
Conc. 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. (LxW) 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
,(&Boise Cascade Single 16" BCI® 6000s-1.8
1st FloorTloor JoistslJ9(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:- �.___. _r.._._-__.----__..___-.--------..._.___-..-_-_..._._._Filename:.. ._N3623261_&Rmmdl.:.
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 CALCO, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 74 of 82
4
813oise Cascade
Single 16" BCI® 6000s-1.8
1st Flooffloor JoistslJ9(U49) (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-- _... N36232.6L&R.mmdl_ .
. Address: Description: 1st Floor\Floor Joists\J9(i749)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
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
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 _.._><.r.ara
4,.gt u.. 78:6°Io--
- -- _._ 1n�°�
__ _ __gym.
_ _ . -08
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
1_/769 (0.29")
62.4%
n\a
6
09-08-04
Max Defl.
0.363"
36.3%
n\a
1
09-08-04
Span / Depth
13.9
Hole Location
Valid
Hole Summary
Center
Elevation Ref. Height
Width
Shape
Orientation
H01
08-05-11
8" L
12"
Circular
Horizontal
H02
14-06-11
8" L
12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (Lx"
Value
Support
Member
Material
B1 Wall/Plate
5-1/2" x 2-5/16"
952 Ibs
17.6%
61.4%
Unspecified
B2 Hanger
2" x 2-5/16"
940 Ibs
81.7%
74.1 %
ITS2.37/16
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
Snoise cascade Single 16" BCI® 6000s-1.8
BC CALC@ Member Report
Build 7493
Job name: _
.Address:
City, State, Zip:
Customer:
Code reports:
Notes
1st Floor\Floor JoistsW9(i749) (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: 1 st Floor\Floor Joists\J9(i749)
Specifier:
Designer:
ESR-1336 Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC@ analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software -is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 76 of 82
Boise s wse Cascade Single 16" BCI® 6000s-1.8 ,
1st Floor\Floor JoistslJ9(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: 1 st Floor\Floor Joists\J9(i749)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
Imi-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"
76210
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
4318
100%
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 77 of 82
913olse cascade Single 16" BCI® 6000s-1.8 �SE�
1st FloorlFloor Joists\J9(i749) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2621 12:28:44
Build 7493
Job name:. __ . ., .._ .,___._... ..........._, .._ _.._.,______Eile.:name:_ . ._ N362326L&R.mmdl
. Address: Description: 1 st 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 (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 PLUSO ,
Page 78 of 82
%B,lse Cascade - Single 16" BCI® 6000s-1.8
1st FloorlFloor JoistsU9(i749) - 02 (Floor Joist)
BC CALC® 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\J9(i749)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
sip
B1
19-01-00
Total Horizontal Product Length = 19-01-00
62
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% 113% 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- - __--.. 43 ! 5 fflabs:--- ....-:._, - 78.6%_
.:,.._ ,.._ ... .,
Alm--,-•.__.,,_
. — 1
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
` Boise cascade Single 16" BCI® 6000s-1.8 �tE�
1st FloorTloor 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: 1st Roor\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 CALC@, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 80 of 82
Lis I
Boise cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP
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: name:.. N362326L&R_mmdl ____.. ...
Address: Description: 1st Floor\Flush Beams\BM1(i744)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1040 Company:
B1
20-01-02
Total Horizontal Product Length = 20-01-02
B2
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%
Self -Weight
Unf. I,in. (Ib/ft)_
00-00-00 20-01-02
Top _
- __.16 _
00-00-00_..,_.._
_0
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)
Cone. Pt. (Ibs) L
03-09-15 03-09-15
Top
271 68
n\a
4 J3(i737)
Cone. 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
U377 (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. (LXM 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 (U360) 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: Unassigned
BC CALCO analysis is based on IBC 2009.
Design based on Dry Service Condition.
Page 81 of 82
%Bolse Cascade Double 1-3/4" X 16" VERSA -LAM® 2.0 3100 SP PASSE®
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: ---.._-_--___.-..,._.._.._..._ _.. _..---.-Filename:..-_._N3623261_&Rmmdl.__ ...------ -- -- .--- -. --
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
r►{ b f•+ f-r— d --i
a
c
a
•. jT •
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 CALC@, BC FRAMER@ , AJSTM
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 82 of 82
Boise Cascade
Alternative Power and Han(
Multiple Ply 1 3/4 Wide VERSA-LAMO 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 CALC® reports show a connection detail for connecting multiple ply 1 3/4' VERSA -LAM® beams. BC
CALC® 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.
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
CALe Report
V
CM
(T
'^
E r
T
CO
O
a-
T
O
.a
V
T
CO
O T
T N
6,7
E O
Y
C O
T
m 0
Nail
X
o
X C)
X c)
0 x
C�
X
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24"
24"
20"
16"
12".
24"
20"
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„
24„
18,'
16"
24„
24,E
20„
16d Sinker
12
14
12
8
8
14
12
10
3 1/a " 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"
611
8"
6"
N/A
N/A
8"
6"
6"
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
Boise Cascade®
Temporary Storage of Masonry Block
on BCI®/ 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 (8x8xl 6) 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
_ .._--...-. fnr .the.occup;-;.ncy..: design loads.
• 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 loaded with 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
111Q Boise Cascade'
-W.ENG4NEERED'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 BUD / AJS® product warranty.
Shoring Required
CSIiUHJA JOISIS,
max 24" o..c.s.
mry block stack
t8" x 48" footprint,
i courses tall
ssign by others
L)
uww lljl l wy 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 1`05/2019
(9Boise Cascade
-Engineered-Wbod Products
Technical Note
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 ran 0
ITS/MIT/HIT
._-Engineered-Wood- Product Top -Flange. Hangers..
This product Is preferable to similar connedone because
of (a) easier Installation, (bJ higher loads, (c) lower Installed
-cost, or a combination of these feshns.
.. ... ..... ....... ..... ...... ... .... ; ... .... .......
Simpson Strong -Tie offers a dedicated range of top -flange 1-joist
hangers that meet the unique, needs of I-jolsts while offering supeHor
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"' seatand
Funnel Flange'" features allow standard joist installation without
requiring joist nails, resulting In the lowest Installed cost. The
Strong -Grip seat firmly secures I -joists with "a thicknesses
from I '/a" to 11/2".
MIT/HIT — Positive -Angle Nailing (PAN)
PAN is specifically designed for I -joists when used with the MIT or
HIT. With PAN, the nail hole. material Is not removed, but is formed
to channel and confine the path of the nail 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.
Strong -Tie Connector Selection Guide for actual joist sizes,
Material: ITS — 18 gauge; MR, HIT —.16 gauge
Finish: Galvanized
Installiation;
• Use 211 specified fasteners. Verify that the -header
can take the required fasteners specified In the table.
• See pp. 95-96 for more Installation Information.
• rrS - no. Joist nailing required for standard I-jolst installation
without web stiffeners. When supporting I -joists -with web
stiffeners or rectangular SOL member.(2) 0.148'x 1 'h" 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. See Optional Nailing. For Increased Uplift table.
• HIT — closed PAN nall'holes may be used for increased.
uplift capacity. See Optional Nailing For Increased Uplift table.
• For sloped joists up to 1/4:12 there is no reduction, between
1/4:12 and up to 1h:1 2. tests showa 10% reduction in ultimate
hanger strength. Local crushing of the bottom flange or excessive
deflection maybe 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 properly -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 hangers are fully die -formed, they cannot be
modified. However these models will normally accommodate
a skew of up to So.
Codes: See p. 12 for Code Reference Key Chart
(a. -r -4
mak)
Optional
lalstnau
location
torvolft
6MIT
OrHIT
Funnel 11M
Supports 11/s7-to IVY
thickflanges
—0
The, Strong -Grip' seat
Typical MIT. Installed
on a Double LVL
HIT Installation
an a 3x Nailer mounted
on a Steel Beam
(as, MIT similar)
r ll fi�):..�7a .rill Ulr-�-Tim SIM PSON
StxongTie
-._.. __ - I-Joist._Hangers--- _.._... -
This product is preferable to similar connectors because
W of (a) Basler installation, (b) higher loads, (c) lower installed
cost, or combination of these features.
__...
The IUS is a hybrid hanger that incorporates the advantages of
the face -mount and top -mount hanger. Installation is fast with the
Strong -Grip' seat, easy -to -reach face nails and self -jigging locator tabs.
The MIU series hangers are designed for commercial and high -load
I joist applications without requiring web stiffeners. The MIU features
Positive Angle Nailing (PAN), which minimizes splitting of the flanges
while permitting time -saving nailing from abetter angle.
Material: IUS — 18 gauge; MIU —16 gauge
Finish: Galvanized
Uplift Loads:
• Models have optional triangle joist nail holes for additional uplift.
Properly attached web stiffeners are required.
• MIU —add four additional 0.148" x 1 1h" joist nails for a total
uplift load of 976 lb.
Funnel
flanne"
• IUS — add web stiffenersand two 0.148" x 11h" joist nails in the triangle
Irf %4
l�s.Jgi:A otaUypliftof,365lb.. --..�. s _,6-IUS
Installation: (some !US models
• Use all specified fasteners. Verify that the header can have.triangle holes.
in header flanges
take the required fasteners specified In the table. for min./max Waiting)
See pp. 95-96 for more installation information.
U.S. Patent 6,523,321
• IUS — fasten hanger to header. Position I joist into
hanger and snap into place, No joist nailing required.
Some IUS models have triangle and round header
nali 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 strongtie.com.
• IUS — I -joists with web stiffeners or rectangular
sections can be used with the installation of
(2) 0.148" x 111' 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 required by I 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 Y4:12 there is no reduction;
between 1/4:12 and up to 'h: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
IUS Installation Sequence
The Strong -Grip'" seat
secures I joists in position
without joist nails.
Avoid a
Misinstallation
Do not make your own holes.
Do not.nail the bottom flange.
step 1 Step 2
Attach the IUS to Slide the 1-joist downward
the header. into the IUS until it rests
above the large -teardrop.
Ld
Step 3
Firmly push or snap
I joist fully into the
seat of the IUS.
.MIU with Correct
PAN Installation