HomeMy WebLinkAboutFloor Joists' Bblse Cascade
BC CALC® Member Report
Build 7239
_... Job name: _
Address:'
City, State, Zip:
Customer:
Code reports ESR-1336
B1
Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistslJ1(i737) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
P5CExV'Ed File name:. N362323L&R.mmdl
Description: 1st Floor\Floor Joists\J 1 (i737)
APR 3 0 2021 specifier: CREEKS IDE
Designer: LOT 9 3
ST. Lucie Co Company:
z
n-09-00
Total Horizontal Product Length = 17-09-00
62
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
646/0
161 /0
B2, 2"
701 / 0
175 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top 40 10 n\a
2 • FC1 Floor Material Unf. Lin. (lb/ft) L 01-07-15 17-09-00
Top 40 10 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Moment
3749 ft-Ibs
91.7%
100%
1 09-00-02
End Reaction
876 Ibs
81.1 %
100%
1 17-09-00
End Shear
860 Ibs
43.5%
100%
1 17-07-00
Hole #1 Shear
448 Ibs
81.6%
100%
3 05-06-00
Hole #2 Shear
511 Ibs
93.2%
100%
4 13-09-00
Total Load Deflection
U619 (0.337")
58.1 %
n\a
1 09-00-02
Live Load Deflection
U774 (0.269")
62.0%
n\a
6 09-00-02
Max Defl.
0.337"
33.7%
n\a
1 09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
05-00-00 ' 8"
L 12"
Circular Horizontal
H02
13-09-00 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
807 Ibs 13.2%
54.7%
Unspecified
B2 Hanger
2" x 1-3/4"
876 Ibs 76.2%
81.1%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: EJ, F Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum 0
Controlling Location: 08-11-08 b4
Cautions ?j
Headerfor the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
\rµ,
Page 1 of 83
QBoise Cascade - Single 16" BCI® 4500s-1.8 I E
1st Flooffloor JoistsW1(i737) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: __ _ .___. _____ File name:. N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i737)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (U360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness -and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based -on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValueO ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 2 of 83
011
BoiseCascade 99 Single 16" BCIO4500s-1.8 �ASSEI
1 st Flooffloor Joists1i 1(i757) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: ____. __..._... .._ _.._ _ __. _ _ -....File name: N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i757)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
O.:'
LEO
L L
17-09-00
Bi B2
Total Horizontal Product Length = 17-09-00
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
Pos.-Moz,ent•- _: ...
3145 ft-Ibs
76.0% - _. — . , ..
100% _ ..._
... 1 .. _..,.-0n..nn...L2 b _ .r_ ::. _ .:: •:...__ .: . _-_. ,� .
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 lbs
67.9%
100%
3 05-00-00
Hole #2 Shear
428 Ibs
78.1 %
100%
4 13-09-00
Total Load Deflection
L/738 (0.283")
48.8%
n\a
1 09-00-02
Live Load Deflection
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
BC FloorValue@ Summary
BC FloorValue®: 747 = Subfloor. 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 3 of 83
Boise cascade - Single 16" BCI® 4500s-1.8 AEI
1st Flooffloor JoistsW I (i757) (Floor Joist)
BC CALCO Member Report Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:. _. .. _..._._._.._.__ _-_,--__.-File -name:. N362323L&R_mmdl
Address: Description: 1st Floor\Floor Joists\J 1 (i757)
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 4 of 83
Boise Cascade
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7239
Job name: - ....
Address:
City, State, Zip:
Customer:
1st Flooffloor JoistslJ1(i757) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
_...___._.._._File name: _ - N362323L&R.mmdl __._ .._ ..
Description: 1st Floor\Floor Joists\J 1 (i757)
Specifier:
Designer:
Code reports: ESR-1336 Company:
B1
n-09-00
Total Horizontal Product Length = 17-09-00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 4"
586 / 0
147 / 0
B2, 2"
586 / 0
147 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top 67 17 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Moment
76.9%
A00?i,: --
__..: =.1 09-00702-�:_......-._.--.. —r l-.-_."—. �_
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
BC FloorValue® Summary
BC FloorValue@: MEKIELa&&I Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 5 of 83
6El��g Boise cascade Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsWI(i757) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:. name:. - N362323L&R.mmdl _ - -
Address: Description: 1 st Floor\Floor Joists\J 1(i757)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (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 6 of 83
"Boise cascade Single 16" BCI® 4500s-1.8
1st Floor\Floor Joists\J1(i764) (Floor Joist)
BC CALC® Member Report Dry l 1 span No cant. 124 OCS l Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: File name: N362323L&R.mmdl -
Address: Description: 1 st Floor\Floor Joists\J 1(i764)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
n-09-00
Total Horizontal Product Length = 17-09-00
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
817/0
204/0 .
B2, 2"
662 / 0
165 / 0
Load Summary
Live Dead Snow Wind .Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 01-07-15 17-09-00
Top 73 18 n\a
2 J6(i746)
Conc. Pt. (Ibs)
L 01-08-13 01-08-13
Top 308 77 n\a
TControls Summary
Value
„ % Allowable
Duration
Case Location
Pos. Moment
3674 ft-Ibs
89.8%
100%
1 08-07-13
End Reaction
827 Ibs
76.5%
100%
1 17-09-00
End Shear
1021 Ibs
51.7%
100%
1 00-04-00
Hole #1 Shear
401 Ibs
73.2%
100%
3 05-00-00
Hole #2 Shear
495 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
0/6-Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material-
B1 Wall/Plate
4" x 1-3/4"
1021 Ibs 16.7%
69.2%
Unspecified
B2 Hanger
2" x 1-3/4"
827 Ibs 71.9%
76.5%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08A 1-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 7 of 83
Single 16" BCI® 4500s-1.8
0 Boise Cascade
BC CALCO Member Report
Build 7239
Job. name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
1st Floor\Floor Joists\J1(i764) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
___Filename: _ N362323L&R_mmdl
Description: 1 st Floor\Floor Joists\J 1(i764)
Specifier:
Designer:
Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUSO ,
Page 8 of 83
aBoise Cascade Single 16" BCI® 4500s
1st FlooffloorJoists1J1(i776) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: _ _ _ __ . _...___ _.. .....___.._..___.,.___,.File name: . N3623231-&R.mmdl _ ._ ._....
Address: Description: 1st Floor\Floor Joists\J 1 (i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
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
Pos. Moment
3774 ft-Ibs
92.3%
100%
1 09-00-02----
End Reaction
879 Ibs
81:3%
100%
1 17-09-00
End Shear
863 Ibs
43.7%
100%
1 00-04-00
Hole #1 Shear
447 Ibs
81.5%
100%
3 05-00-00
Hole #2 Shear
514 Ibs
93.7%
100%
4 13-09-00
Total Load Deflection
U6.15 (0.339")
58.6%
n\a
1 09-00-02
Live Load Deflection
U768 (0.271 ")
62.5%
n\a
6 09-00-02
Max Defl.
0.339"
33.9%
n\a
1 09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
05-00-00 8"
L 12-'
Circular Horizontal
H02
13-09-00 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
879 Ibs 14.4%
59.6%
Unspecified
B2 Hanger
2" x 1-3/4"
879 Ibs 76.5%
81.3%
ITS1.81/16
BC FloorValue® Summary
BC FloorValueO: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 9 of 83
B0oise Cascade Single 16" BCI® 4500s-1.8
`
1st Floor\Floor Joists\J1(i776) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: name:. N362323L&R.mmdl ........... . ... _ _..---- _-
Address: Description: 1 st Floor\Floor Joists\J 1(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 10 of 83
-Boise cascade Single 16" BCI® 4500s-1.8
1st FloorlFloor Joists\J1(i776) - 01 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:_ .... ....... N362323L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J1(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
O
61
n-09-00
Total Horizontal Product Length = 17-09-00
62
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 4"
703 / 0
176 / 0
B2, 2"
703 / 0
176 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End
Loc. .
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
-Bx :Moment
3774ftdbs; -
--• 92,3% ..
100%..........._
_ .- - --- _ - - _ - -. __ -.a
End Reaction
879 Ibs
81.3%
100%
1
17-09-00
End Shear
863 Ibs
43.7%
100%
1
00-04-00
Hole #1 Shear
447 Ibs
81.5%
100%
3
05-00-00
Hole #2 Shear
514 Ibs
93.7%
100%
4
13-09-00
Total Load Deflection
U615 (0.339")
58.6%
n\a
1
09-00-02
Live Load Deflection
U768 (0.271 ")
62.5%
n\a
6
09-00-02
Max Defl.
0.339"
33.9%
n\a
1
09-00-02
Span / Depth 13.0
Hole Location Valid
Hole Summary Center Elevation Ref. Height Width Shape Orientation
H01 05-00-00 8" L 12" Circular Horizontal
H02 13-09-00 8" L 12" Circular ' Horizontal
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support - Member Material
B1 Wall/Plate 4" x 1-3/4" 879 Ibs 14.4% 59.6% Unspecified
B2 Hanger 2" x 1-3/4" 879 Ibs 76.5% 81.3% ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor. 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 11 of 83
SBolse cascade Single 16" BCI® 4500s-1.8
1st FloorTloor JoistsWI(i776) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: File. name:. ...N362323L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J 1(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (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-LAMO, VERSA -RIM PLUS@ ,
Page 12 of 83
Boise Cascade Single 16" BCIO 4500s-1.8
1st FloorTloor JoistsWl(i776) - 02 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job -name: _.._._-_._ ___- ____- .... _.File name:. _ N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
n-09-00
Total Horizontal Product Length=17-09-00
B2
Reaction Summary (Down / Uplift) (lbs)
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: lAument..._._.:._._ .. =._. . 3-74 ft-Ibs
.92:3%:-.,_.,.-: _„_1.00%
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. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
879 Ibs 14.4%
59.6%
Unspecified
B2 Hanger
2" x 1-3/4"
879 Ibs 76.5%
81.3%
ITS1.81/16
BC FloorValue@ Summary
BC FloorValue®: MUTHOMMORMIMMMM7,77 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 13 of 83
"-Boise cascade -. Single 16"BCI®4500s-1.8�IE
1st FloorlFloor JoistsUI(i776) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: ____..___._._....___.____..____.._.____....._File.name:_: N362323.L&R.mmdl _.
Address: Description: 1st Floor\Floor Joists\J 1 (i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
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 83
' Boise Cascade Single 16" BCI® 4500s-1.8 P�SEE3
MENE
1st Flooffloor JoistslJl(U76) - 03 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job -name: __.__._...._ _._.._._.._. _... _. -Filename:. N362323L&R-mmdl_
Address: Description: 1st Floor\Floor Joists\J1(i776)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
i - .nP..� ,Po O ;.
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"
703/0
176/0
B2, 2"
703 / 0
176 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
--,..:Pos. Moment
-.92.3% -
100%-, ....,;..-._.._.I__...
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
1-3-09-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
879 Ibs 14.4%
59.6%
Unspecified
B2 Hanger
2" x 1-3/4"
879 Ibs 76.5%
81.3%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: KNE01=777 Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 15 of 83
029E�E
Boise Cascade Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistsW 1 (i776) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: _.--- ----- __._.._._...._...___....-_File name:.... N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i776) .
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and -accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@), VERSA -RIM PLUS@) ,
Page 16 of 83
Boise cascade Single 16" BCI® 4500s-1.8 P�SSEI
1st Flooffloor JoistsWl(i784) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: --File -name: N362323L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J1(i784)
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) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
-B1, 4"
514/0
129/0
B2, 2"
514/0
129/0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00
Top 58 15 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Moment
2759ft-Ibs
-- .67,r%.._. _.....
100%
1 -..00 QS�.n�z ..- ....:........ ::_..�__.. ._,._....._
End Reaction
643 Ibs
59.5%
.100%
1 17-09-00
End Shear
631 Ibs
31.9%
100%
1 00-04-00
Hole #1 Shear
327 Ibs
59.6%
100%
3 05-00-00
Hole #2 Shear
376 Ibs
68.5%
100%
4 13-09-00
Total Load Deflection
U841 (0.248")
42.8%
n\a
1 09-00-02
Live Load Deflection
U1051 (0.198")
45.7%
n\a
6 09-00-02
Max Defl.
0.248"
24.8%
n\a
1 09-00-02
Span / Depth
13.0
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height Width Shape Orientation
H01
05-00-00 8"
L 12-'
Circular Horizontal
H02
13-09-00 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
643 Ibs 10.5%
43.6%
Unspecified
B2 Hanger
2" x 1-3/4"
643 Ibs 55.9%
59.5%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced- Premium Subfloor Rating: Code Minimum
Controlling Location: 08-11-08
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 17 of 83
Boise cascade Single 16" BCI® 4500s-1.8
1st FloorlFloor JoistsUl (i784) (Floor Joist)
BC CALCO Member Report Dry 11 span I No can't. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
-Job name:. _._-_ -_- --_-- ..__._v-...- -_- w.___..._.._---_-.... File name:._ . . N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J1(i784)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (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 83
Single 16" BCI® 4500s-1.8
�,;
OBolse Cascade — —
I
BC CALC® Member Report
Build 7239
Job name:
Address:
City, State, Zip:
Customer: Designer:
Code reports: ESR-1336 Company:
O
131
15-04-14
Total Horizontal Product Length = 15-04-14
1st Flooffloor JoistsW(U50) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed
March 24, 2020 10:19:52
._.-Filename: _ N362323L&R.mmdl.
Description: 1st Fioor\Floor Joists\J2(i750)
Specifier:
62
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,4"
621/0
155/0
B2, 2"
610 / 0
152 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14
Top 80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
- Pos. Moment v, :...�_a82^,: Ibs,. _ -
69.0%._.... - -
-100%: ,......
_.-_ :..1 .,. _ ...07-09-08....__ .: = ._.....,..:.. _<�, _� r_—: _ _:• -
End Reaction
762 Ibs
70.5%
100%
1 15-04-14
End Shear
745 Ibs
37.7%
100%
1 00-04-00
Hole #1 Shear
354 Ibs
64.5%
100%
3 04-09-08
Hole #2 Shear
361 Ibs
65.8%
100%
4 10-10-08
Total Load Deflection
U915 (0.197")
39.3%
n\a
1 07-09-08
Live Load Deflection
U1144 (0.158")
42.0%
n\a
6 07-09-08
Max Defl.
0.197"
19.7%
n\a
1 07-09-08
Span / Depth
11.3
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
04-09-08 8"
L 12"
Circular Horizontal
H02
10-10-08 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
776 Ibs 12.7%
52.6%
Unspecified
B2 Hanger
2" x 1-3/4"
762 Ibs 66.3%
70.5%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: EK� Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-09-07
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 19 of 83
Boise cascade 919EEE Single 16" BCI® 4500s.1.8
1st Floor\Floor JoistsW2(i750) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: _....__ _._..._... ... ,__.__...._.._.._.. _ _._...._. ..._......_. ___.File.name: N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J2(i750)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully -braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 20 of 83
15-04-14
B1 B2
Total Horizontal Product Length = 15-04-14
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 4"
534 / 0
133 / 0
B2, 2"
530 / 0
133 / 0
Load .Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-14 15-04-14
Top 30 7 n\a
2 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14
Top 40 10 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Moment
2456 ft-Ibs
60.1 %
100%
1 07-09-08
End Reaction
663 Ibs
61:3%
100%
1 15-04-14
End Shear
648 Ibs
32.8%
100%
1 00-04-00
Hole #1 Shear
308 Ibs
56.1 %
100%
3 04-09-08
Hole #2 Shear
314 Ibs
57.2%
100%
4 10-10-08
Total Load Deflection
L/1052 (0.171 ")
34.2%
n\a
1 07-09-08
Live Load Deflection
L/1315 (0.137")
36.5%
n\a
6 07-09-08
Max Defl.
0.171"
17.1%
n\a
1 07-09-08
Span / Depth
11.3
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
04-09-08 8"
L 12"
Circular Horizontal
H02
10-10-08 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
667 Ibs 10.9%
45.2%
Unspecified
B2 Hanger
2" x 1-3/4"
663 Ibs 57.6%
61.3%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-09-07
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 21 of 83
08olse Cascade
BC CALC® Member Report
Build 7239
Job name: _._...
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Notes
Single 16" BCI® 4500s-1.8
1st FloorTloor JoistsW2(1772) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
N362323L&R-mmdl..
Description: 1 st Floor\Floor Joists\J2(i772)
Specifier:
Designer:
Company:
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC 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 22 of 83
Bolse cascade TN Single 16" BCI® 4500s-1.8
a PASSE
1st FloorTloor JoistslJ2(i782) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job.name: _.__....._---_ —.---_..__._.._......-------- -....-....File.name::.... .N362323L&R_mmdl -- _
Address: Description: 1st Floor\Floor Joists\J2(i782)
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.
08ZA, Ibs
69.0% - -.•
100% - .
1--07-09 08.-..�....:...-
End Reaction
762 Ibs
70.5%
100%
1 15-04-14
End Shear
745 Ibs
37.7%
100%
1 00-04-00
Hole #1 Shear
354 Ibs
64.5%
100%
3 04-09-08
Hole #2 Shear
361 Ibs
65.8%
100%
4 10-10-08
Total Load Deflection
U915 (0.197")
393%
n\a
1 07-09-08
Live Load Deflection
L/1144 (0.158")
42.0%
n\a
6 07-09-08
Max Defl.
0.197"
19.7%
n\a
1 07-09-08
Span /.Depth
11.3
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height Width Shape Orientation
H01
04-09-08 8"
L 12"
Circular
Horizontal
H02
10-10-08 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
4" x 1-3/4"
764 Ibs 12.5%
51.8%
Unspecified
B2 Hanger
2" x 1-3/4"
762 Ibs 66.3%
70.5%
ITS1.81/16
BC FloorValue@ Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-09-07
Cautions
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 23 of 83
Boise cascade Single 16" BCI® 4500s-1.8
1st FloorTloor JoistsW2(U82) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job. name: .._ _... ____.___.._ ___.._ __ File name:. _..._ . N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J2(i782)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FioorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 24 of 83
131
15-01-06
Total Horizontal Product Length = 15-01-06
B2
Reaction Summary (Down / Uplift) (lbs)
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
::. ;os._Moment
. 2777.ft..Ibs..;. _..:...
-...:..._6T.9% -
100%
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
U936 (0.191")
38.5%
n\a
1
07-06-08
Live Load Deflection
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
BC FloorValue® Summary
BC FloorValue®: 3, Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 25 of 83
Boise cascade ff�E2 Single 16" BCM 4500s-1.8
1st FloorTloor JoistsW3(i760) (Floor Joist)
BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job. name:_. _... _._.....___......__._._. _..__..__ ..__.___. _..________._..._.._____...._F..ile..name:...... N362323L&R.mmdl
Address: Description: 1st Floor\Floor JoistsW(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC 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.
BCC ' ALC@, BC FRAMER@ , AJS-
ALLJISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 26 of 83
.Boise cascade Slagle 16" BCI® 4500s-1.8 SI
¢ 1st Flooffloor JoistslJ3(i760) - 01 (Floor Joist)
BC CALC® Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:_ __..------.._._...____..__.......... ......._._...__._,.....__.__Filename:...___ N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J3(i760)
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
1-51 / 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-....,:..._., --_ 2.777ft-Ibs..• -_.._._._>.-•67,9%
- :.-.-.....100%® --....
1
07
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
U936 (0.191 ")
38.5%
n\a
1
07-06-08
Live Load Deflection
U1170 (0.153")
41.0%
n\a
6
07-06-08
Max Defl.
0.191"
19.1%
n\a
1
07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-06-00 8"
L 12"
Circular
Horizontal
H02
10-07-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material `
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
BC FloorValue® Summary
BC FloorValue& Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at 131 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 27 of 83
Boise Cascade 5 Single 16" BCI® 4500s-1.8
1st FloorTloor JoistsW(U60) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
..Job -name: -.. __.. -name: . _ . N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J3(1760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of -the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask .
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 28 of 83
-� �eotse Cascade Single 16" BCI. 4500s-1.8
1st Flooffloor Joistsl43(U60) - 02 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
.Job name: __ _.._ ..__.___ _. __ _ _____.___-_..... ____File, name: N3623231-&R.mmdl _
Address: Description: 1st Floor\Floor Joists\J3(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
131
1
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
277?f#Ibs.,...,-_.:- :.67.9% -
100%..._.:,.....,.
End Reaction
756 Ibs
69.9%
100%
1 00-00-00
End Shear
739 Ibs
37.4%
100%
1 00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3 04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4 10-07-00
Total Load Deflection
U936 (0.191 ")
38.5%
n\a
1 07-06-08
Live Load Deflection
L11170 (0.153")
41.0%
n\a
6 07-06-08
Max Defl.
0.191"
19.1%
n\a
1 07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height Width Shape Orientation
H01
04-06-00 8"
L 12"
Circular Horizontal
H02
10-07-00 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756 Ibs 45.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
.69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger ILIS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 29 of 83
g �� Boise Cascade Single 16 BCI® 4500s-1.8
`'"�—=�
1st Flooffloor JoistsU3(i760) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed
Build 7239
Job name: _....,___._ _. ___..____._..___.:_____.._ .File name:...-. N362323L&R.mmdl
March 24, 2020 10:19:52
Address: Description: 1st Floor\Floor Joists\J3(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC 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 (860)232-0788
before installation.
BC CALC@, BC FRAMERO , AJS-
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 30 of 83
613olse cascade MEE Single 16" BCI@ 4500s-1.8 PASSED
1st Flooffloor JoistskAi760) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:... _N362-323L&R.mmdl_ _
Address: Description: 1st Floor\Floor Joists\J3(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
61
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
ges-._Mon:..nt . • :- ._._
2777ft-Ibs
r.. j7:yne%.:.:.._.-__•.,
100%
1 _....._Oz=E
� :- .__,.<::•_ :_.__.,..__. _..__._,:.,
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 lbs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4
10-07-00
Total Load Deflection
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
BC FloorValue® Summary
BC FloorValueO: � s �=il Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA-STRANDO RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 31 of 83
r
Boise cascade Single 16" BCI® 4500s-1.8 PEA
1st Flooffloor Joists\J3(U60) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:. name:_.... N362323L&R.mmdl _..._ _ ._.._.__....__.._._ _...
Address: Description: 1 st Floor\Floor Joists\J3(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC 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 83
Boise cascade Single 16" BCI® 4500s-1.8 S
Y` 1st Flooffloor JoistslJ3(1760) - 04 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
name:. . N362323L&R.mmdl_.
Address:
Description: 1st Floor\Floor Joists\J3(i760)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
B1
15-01-06
Total Horizontal Product Length = 15-01-06
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind
Roof Live
B1,2"
605/0
151/0
B2, 2"
605 / 0
151 / 0
Load Summary
Live Dead
Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90%
115% 160%" 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06
Top
80 20
n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment _..Y _._.. ,7 7 ft-Ibs- _ 67A% 100% ,:: -
__> _ ,1:.•
07-06-08 ._ _..-_....,
_ ; ._ ..�.._ _r..... _-....-
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4 .
10-07-00
Total Load Deflection
U936 (0.191")
38.5%
n\a
1
07-06-08
Live Load Deflection
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 lbs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 33 of 83
613olseCa'scade Single 16" BCI® 4500s-1.8
1st FloorlFloor Joists\J3(i760) - 04 (Floor Joist)
BC CALCO Member Report Dry 11 span No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job -name: -File name:..... N362323L&R.mmdl
Address: Description: 1st Flooffloor JoistsW(i760)
City, State, Zip: Specifier:
Customer: ' Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (1-/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise -Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying -on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 34 of 83
15-01-06
B1 B2
Total Horizontal Product Length = 15-01-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
605/0
151/0
B2, 2"
605 / 0
151 / 0
Load Summary
Live Dead Snow Wind Roof -ocs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06
Top 80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
i?o,. Monsent
2a77 ft-Ibs- _ w.,.67:9°%- - -
400%
1 •...,,_u7:_-•36IW-:_,...__ , ..,.:
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
BC FloorValue® Summary
BC FloorValue®: „° Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at 131 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 35 of 83
Boise cascade Single 16" BCI® 4500s-1.8
1 st Flooffloor JoistslJ3(i760) - 05 (Floor Joist)
BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
_. -Job name: _--•-_----_...._____ -- --.-- __....
- ..____ ...__ _. _ --File name: N362323L&R.mmdl
Address:
Description: 1st Floor\Floor Joists\J3(i760)
City, State, Zip:
Specifier:
Customer:
Designer:
Code reports: ESR-1336
Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC@ analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
-Use of the Boise Cascade Software is
subject to the terms of. the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying -on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods. .
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@), VERSA -RIM PLUS@ ,
Page 36 of 83
&B,ise
,9 cascade Single 16" BCI® 4500s-1.8 SAS BE)
1st Flooffloor JoistSXJ3(i760) - 06 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
.Job.name: _ _ _____..._.__._. -- -name:- _ _ . N362323L&R_mmdl..
Address: Description: 1st Floor\Floor Joists\J3(i760)
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
Pos. Moment ft-lbs
67.9% _ ..... •-
1_no%---.. -
1
07-06-08_.-.__
End Reaction
756 Ibs
69.9%
100%
1
00-00-00
End Shear
739 Ibs
37.4%
100%
1
00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3
04-06-00
Hole #2 Shear
355 lbs
64.7%
100%
4
10-07-00
Total Load Deflection
L/936 (0.191 ")
38.5%
n\a
1
07-06-08
Live Load Deflection
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
10-0.7-00 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756 Ibs 45.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 lbs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue®: = Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 37 of 83
aBolse Cascade
BC CALC@ Member Report
Build 7239
Job.name:_ ... -
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
Single 16" BCI® 4500s-1.8
1st Flooffloor Joists\J3(i760) - 06 (Floor Joist)
Dry J 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
.__-.File name:... N362323L&.R.mmdl .. ..... . ........ _- __.. _.......- ----
Description: 1st Flooffloor JoistsW(i760)
Specifier:
Designer:
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-LAMO, VERSA -RIM PLUS@ ,
Page 38 of 83
6Boise Cascade Single 16" BCI® 4500s-1.8 �ABD
1st Flooffloor JoistslJ3(1760) - 07 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job.name: _ _ . _ ....._._.- _ .._ ___ _...._ __.__.. ....... ____..__...____.__.__F..ile name:.., _..N362323L&R_mmdl
Address: Description: 1st Floor\Floor Joists\J3(i760)
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
-.�.i-Ros.-Moment
-2777-ft-Ibs...... - ri7.9%
100%..,_ .._...._.
1—.... i�7 06 98 ,...._: _,.---�.,�_....-- --• .�.�..
End Reaction
756 Ibs
69.9%
100%
1 00-00-00
End Shear
739 Ibs
37.4%
100%
1 00-02-00
Hole #1 Shear
358 Ibs
65.2%
100%
3 04-06-00
Hole #2 Shear
355 Ibs
64.7%
100%
4 10-07-00
Total Load Deflection
U936 (0.191")
38.5%
n\a
1 07-06-08
Live Load Deflection
U1170 (0.153")
41.0%
n\a
6 07-06-08
Max Defl.
0.191"
19.1%
n\a
1 07-06-08
Span / Depth
11.2
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
04-06-00 8"
L 12"
Circular Horizontal
H02
10-07-00 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
756 Ibs 45.4%
69.9%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
756 Ibs 65.7%
69.9%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue@): .. 7� . Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA-STRANDO RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 39 of 83
aBolse cascade r == Single 16" BCI® 4500s-1.8
1st FloorTloor JoistsW(U60) - 07 (Floor Joist)
BC CALC@ Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
_._.._.._.____._.. __.. _,_.__ _..._- __.__ ___.._.File name:_.__ N362323L&R.mmdl
.....Job name: -
Address: Description: 1st Floor\Floor Joists\J3(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC@ analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER& , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 40 of 83
Single 16" BCW 4500s-1.8
0
0Boise Cascade
BC CALCO Member Report
Build 7239
-Job-name:., -
Address:
City, State, Zip:
Customer:
1st Floor\Floor Joists\J3(i760) - 08 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
------- ..File. -name:.. N362323L&R.mmdl. _. _ ...._ . .
Description: 1st Floor\Floor Joists\J3(i760)
Specifier:
Designer:
Code reports: IESR-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
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.-Mornont..
67:9% ., ,-....-11100%__ -
1 07 t)6 E8 :--;._„:-.. U,_ �, ,.-M�_.�,,,.._.-. .
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
L11170 (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
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND@ RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 41 of 83
*Boise cascade - - Single 16" BCI® 4500s-1.81
1st Flooffloor JoistsW(i760) - 08 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
...Job_name:_.. _.._ ____....._....._._.._...__..._,_____... _.-:_ :_._.F..ile..name:......._ N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J3(i760)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC 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 42 of 83
@yBolse Cascade Single 16" BCIO 4500s-1.8
1st Floor\Floor Joists\J3(1783) (Floor Joist)
BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:.. File.name:. - N362323L.&R.mmdl - . , . ...... _.._ _....._..__.._... ........
Address: Description: 1st Floor\Floor Joists\J3(i783)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
1
z
---777777
0•, 2
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"
566/0
142/0
B2, 2"
57210
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. (Lx"
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
708 Ibs 42.5%
65.5%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
715 Ibs 62.2%
66.2%
ITS1.81/16
BC FloorValueO Summary
BC FloorValue®: . 1. [ Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-06-11
Cautions
Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 43 of 83
Boise Cascade @E = Single 16" BCI® 4500s-1.8
1st Floor\Floor Joists\J3(i783) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job.name:.-- _-__..._ _._,_...__ ._. __.___._..._ ..._---_.______.__..._____File..name:. _._...N362323L&R.mmdl__._....- _._...._ ____. _.._ _.....
Address: Description: 1st Floor\Floor Joists\J3(i783)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAMTm, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 44 of 83
Boise Cascade
BC CALCO Member Report
Build 7239
Job. name:
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
Single 16" BCI® 4500s-1.8
1 st Flooffloor JoistslJ4(i769) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
-File. name:.,- _ N362323L&R.mmdl
Description: 1st Floor\Floor Joists\J4(i769)
Specifier:
Designer:
Company:
1
15-11-05
Total Horizontal Product Length = 15-11-05
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 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
Pas. Moment - -
2757 ft-Ibs
_..67.'13:; -
100%
1
p7-1.1. �2 :.r.-_._. , .. , -�:-._ __-_ _-.- __-•--
End Reaction
710 Ibs
65.7%
100%
1
00-00-00
End Shear
696 Ibs
35.2%
100%
1
00-02-00
Hole #1 Shear
448 Ibs
81.6%
100%
3
03-02-05
Hole #2 Shear
388 Ibs
70.8%
100%
4
11-11-05
Total Load Deflection
U907 (0.208")
39.7%
n\a
1
07-11-02
Live Load Deflection
L/1134 (0.167")
42.3%
n\a
6
07-11-02
Max Defl.
0.208"
20.8%
n\a
1
07-11-02
Span / Depth 11.8
Hole Location Valid
Hole Summary Center Elevation Ref. Height Width Shape Orientation
H01 03-02-05 8" L 12" Circular Horizontal
H02 11-11-05 8" L 12" Circular Horizontal
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Hanger 2" x 1-3/4" 710 Ibs 52.2% 65.7% IUS1.81/16
B2 Hanger 2" x 1-3/4" 710 Ibs 61.8% 65.7% ITS1.81/16
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-11-10
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 45 of 83
Boise Ca —
Single 16" BCI® 4500s-1.8
BC CALCO Member Report
Build 7239
Job.name:_..,.....
Address:
City, State, Zip:
Customer:
1st Floor\Floor Joists\J4(i769) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
___.__.._...__..__File_name: __ _..N362323L&R.mmdl
Description: 1st Floor\Floor Joists\J4(i769)
Specifier:
Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (U360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAMI-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 46 of 83
613olse cascade ���'�'"'''E Single 16" BCI® 4500s-1.8
1st Flooffloor JoistsW5(i780) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:.. __... _.. _.. _ __.__._. _..:.Elle.name:... _ ..N3623231_&R.mmdl _. .
Address: Description: 1st Floor\Floor Joists\J5(i780)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
15-03-02
61 132
Total Horizontal Product Length = 15-03-02
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 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% - -
00%..,.. _....._:__
..1..
.._:07-07-12--
End Reaction
631 Ibs
58.4%
100%
1
00-00-00
End Shear
618 Ibs
31.3%
100%
1
00-02-00
Hole #1 Shear
292 Ibs
53.3%
100%
3
. 04-07-12
Hole #2 Shear
300 Ibs
54.6%
100%
4
10-08-12
Total Load Deflection
L/1102 (0.164")
32.7%
n\a
1
07-07-12
Live Load Deflection
U1377 (0.131")
34.9%
n\a
6
07-07-12
Max Defl.
0.164"
16.4%
n\a
1
07-07-12
Span / Depth
11.3
Hole Location
Valid
Hole_ Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
04-07-12 8"
L 12"
Circular
Horizontal
H02
10-08-12 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing. Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 1-3/4"
631 Ibs 46.4%
58.4%
IUS1.81/16
B2 Hanger
2" x 1-3/4"
631 Ibs 54.9%
58.4%
ITS1.81/16
BC FloorValue® Summary
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 07-07-09
Cautions
Hanger IUS1.81/16 requires (14) 10dxl.5 face nails, (2) Strong-Gripjoist nails.
Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 47 of 83
Boise Cascade Single 16" BCI® 4500s-1.8
1st FloorTloor JoistslJ5(1780) (Floor .foist)
BC CALC@ Member Report Dry 1 span No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: _.....__....... _._. _....____...._..._ _ _.____._._...___._.._. ...File. name:.. _ N362323L&Rmmdl . _ _...
Address: Description: 1st Floor\Floor Joists\J5(i780)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALC@ analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 48 of 83
asolse Cascade Single 16" BCI® 4500s-1.8 PASSES
1st Floor\Floor JoistslJ6(i714) (Floor Joist)
BC CALCO Member Report Dry 1 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: _ __ :_._.__.._ ___ _ ._ _____. _ _._ .. _....._._.._._ _.__.._.__.File name ,_. N362323L&R.mmdl _
Address: Description: 1st Floor\Floor Joists\J6(i714)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
a
B1
03-08-03
Total Horizontal Product Length = 03-08-03
B2
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
Conc. Pt. (Ibs) L
00-03-00 00-03-00
Top 1 n\a
Controls -Summary
-Value
Duration -
Case. -•L� :ions—=---=.- --
Pos. Moment
26 ft-Ibs 0.6%
100%
1 01-11-01
End Reaction
33 Ibs 3.1 %
100%
1 03-08-03
End Shear
30 Ibs 1.5%
100%
1 00-04-00
Total Load Deflection
L/999 (0") n\a
n\a
1 01-11-01
Live Load Deflection
L/999 (0") n\a
n\a
2 01-11-01
Max Defl.
0" n\a
n\a
1 01-11-01
Span / Depth
2.5
% Allow
% Allow
Bearing Supports
Dim. (LxW) Value
Support
Member
Material
B1 Wall/Plate
4" x 1-3/4" 31 Ibs
0.5%
2.1 %
Unspecified
B2 Hanger
2" x 1-3/4" 33 Ibs
2.4%
3.1%
IUS1.81/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 02-02-05
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design -
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 49 of 83
6Boise Cascade Single 16" BCIO 4500s-1.8 pSSI
1st FloorTloor JoistSXJ6(i742) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: _..Eile.name:..._ ...N362323L&R-mmdl
Address: Description: 1st Floor\Floor Joists\J6(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
v
v
131
03-01-11
Total Horizontal Product Length = 03-01-11
82
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(714)
Conc. Pt. (Ibs) L
00-07-02 00-07-02
Top 26 6
n\a
3 J5(i780)_- ,•---->-P.:�.__._. Conc.-Pz:{Ibs)
Top _ 510
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
U999 (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. (Lx" Value
Support Member
Material
B1 Hanger
2"-x 1-3/4" 213 Ibs
12.8% 1-9.7%
IUS1.81/16
B2 Wall/Plate
9-3/4" x 1-3/4" 469 Ibs
3.1% 31.8%
Unspecified
BC FloorValue@ Summary
BC FloorValueO: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 01-04-04
Cautions
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Page 50 of 83
Boise cascade ICE Single 16" BCI® 4500s-1.8
1st Flooffloor JoistskA(i742) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive 1 Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:__ _ ...__._.._.___.._...__ __ _ ._..w._. .._ ,...___.._ .:__.___..._._._. File name: . __. N36232.3L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J6(i742)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValueO ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 51 of 83
Boise Cascade Single 16" BCI® 4500s-1.8 PSEhA
1st FloorTloor Joists,W6(i746) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive Glued & nailed March 24, 2020 10:19:52
Build 7239
-Job-name:. name:._... _ N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J6(i746)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
0
131
03-04-03
Total Horizontal Product Length = 03-04-03
B2
Reaction Summary (Down / Uplift) (Ibs)
131
03-04-03
Total Horizontal Product Length = 03-04-03
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
310/0
78/0
B2, 2"
269 / 0
67 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90% 115% 160% 125%
1 J4(i769)
Conc. Pt. (Ibs) L
01-06-13 01-06-13
Top
579 145 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
_.r.Ros: Moment
_, .565at!bd' -
13.8%_?
.--
04-06A2._.._.
End Reaction
387 Ibs
35.8%
100%
1
00-00-00
End Shear
387 Ibs
19.6%
100%
1
00-02-00
Total Load Deflection
L/999 (0.007")
n\a
n\a
1
01-06-12
Live Load Deflection
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
B1 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
BC FloorValue® Summary
BC FloorValue@: t s. Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 01-09-05
Cautions
Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails.
Header for the hanger IUS1.81/16 at B2 is a Double 1-3/4" x 16" VERSA -STRAND@ RIM.
Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails.
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@),
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 52 of 83
20-02-08
B1 B2
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
Re% 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
_ ,sees: Moment
A85I.-ft !ems
-100%
- ... L..-,_,gO.. •1: 08 _ ..� _ __ - _ __
End Reaction
996 Ibs
78.5%
100%
1 00-00-00
End Shear
979 Ibs
45.0%
100%
1 00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3 05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4 10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6 14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1 09-11-08
Live Load Deflection
U654 (0.362")
73.4%
n\a
8 09-11-08
Max Defl.
0.452"
45.2%
n\a
1 09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height
Width Shape Orientation
HO1
05-00-00 8"
L 12"
Circular Horizontal
H02
10-00-04 8"
L 12"
Circular Horizontal
H93
14-11A4 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
5-1/2" x 2-5/16"
996 Ibs 18.4%
64.2%
Unspecified
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 53 of 83
'Boise cascade MEM Single 16" BCI® 6000s-1.8 SAE
1st Floor\Floor JoistslJ7(i748) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:. __._ . _- _ File name: ...N362323L&R.mmdl .
Address: Description: 1st Floor\Floor Joists\J7(i748)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the -terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current -Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 54 of 83
Boise Cascade FREE Single 16" BCI® 6000s-1.8 SS�I
1st FloorTloor JoistsiR(U54) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: ___.�_......._._..__....__..,___...___File.name: . N362323L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i754)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
1
20-02-08
Total Horizontal Product Length = 20-02-08
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 2"
797 / 0
199 / 0
B2, 5-1/2"
797 / 0
199 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
Pos. Moment.•854ft-Ibs
L8•:3°je-..
�OJ`;'o :.
1
09-11-0----_-._,...:.�� ^,>.... _._ _....,,_,-_.
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1%
100%
6
14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
U654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height Width . Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 2-5116"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
5-1/2" x 2-5/16"
996 Ibs 18.4%
64.2%
Unspecified
BC FloorValue® Summary
BC FloorValue@): 3-, M Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 55 of 83
1
Boise cascade — Single 16" BCI® 6000s-1.8
1st Flooffloor JoistslJ7(i754) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive Glued & nailed March 24, 2020 10:19:52
Build 7239
Job. name:.. ___ _------ _. __.- ----- ------ _File.name: N362323L&j -mmdl
Address: Description: 1st Floor\Floor Joists\J7(i754)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets Usenspecified (1-/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value. based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of -the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation -
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 56 of 83
1 l :t
��
...::;� . � u., .... ..,.,
'eolsecascade99E Single 16" BCI® 6000s-1.8 SS
1st Flooffloor JoistsWji754) - 01 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job. name:.._ _.._ _..-- _.__.___--_- _. .._.._-__..-__..___._____..__:.File.name:.._, . - N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i754)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
1
20-02-08
Total Horizontal Product Length = 20-02-08
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B 1, 2"
797 / 0
199 / 0
B2, 5-1/2"
797 / 0
199 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top
80 20 n\a
Controls Summary
Value
% Allowable
Duration Case Location
Pos:, Moment
4.854-ft-9b �-%,. .�-=:....,-88.3%
4 00%,._:..
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 lbs 86.6%
78.5% ITS2.37/16
B2 Wall/Plate
5-1J2" x 2-5/16"
996 Ibs 18.4%
64.2% Unspecified
BC FloorValueO Summary
BC FloorValue®: -- - Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 57 of 83
fflff
Boise Cascade - Single 16" BCI® 6000s-1.8
1st FloorlFloor Joists\J7(i754) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
-Job .name: -- _ ..__. -_ _ _-___ , __.- . _..�..� __ ...- - - . ____�._.�.,._.�_._._ File name:. .....N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i754)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB 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 58 of 83
Boise Cascade m
Single 16" BCIO 6000s-1.8
BC CALC® Member Report
Build 7239
Job. name:
Address:
1st FloorTloor JoistslJ7(i759) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
March 24, 2020 10:19:52
...__....__..F.ile name: N362323L&R.mmdl
Description: 1st Floor\Floor Joists\J7(i759)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
-B1
2 3
1
Q O 65
20-01-00
Total Horizontal Product Length = 20-01-00
62
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
..3._._..FC1 Floor Material. __._.. - Unf. Lin. (Ib/ft)__., L.:_..—:-:03-09-00- -- 20-01-00
Top 29
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 (0.311")
63.2%
n\a
8 09-11-06
Max Defl.
0.389"
38.9%
n\a
1 09-11-06
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation -Ref. Height Width Shape Orientation
H01
05-00-00 8"
L 12"
Circular Horizontal
H02
10-00-04 8"
L 12"
Circular Horizontal
H03
14-11-14 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxV4
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
846 Ibs 73.6%
66.7%
ITS2.37/16
B2 Wall/Plate
4" x 2-5/16"
865 Ibs 10.7%
55.8%
Unspecified
BC FloorValueO Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 59 of 83
Boise Cascade— Single 16" BCI® 6000s-1.8 P��E
1st Flooffloor JoistslJ7(i759) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job. name: ..File name: N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i759)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 60 of 83
Boise Cascade Single 16" BCIO 6000s-1.8
1st FloorTloor JoistSW7(1763) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: -..-..__..... - e-.-..--.___----- _ --.__ ..._....File name: N362323L&R mmdl --- ---
Address: Description: 1st Floor\Floor Joists\J7(i763)
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
P6s. Moment-
88.3%
100%:.-.-..
_.._. ,1 .
09-11_08-=- .. _ .. _,._... .... _
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1%
100%
6
14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
U654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth 14.8
Hole Location Valid
Hole Summary
Center
Elevation Ref.
Height
Width Shape Orientation
H01
05-00-00
8" L
12"
Circular Horizontal
H02
10-00-04
8" L
12"
Circular Horizontal..
H03
14-11-14
8" L
12"
Circular Horizontal
% Allow
% Allow
Bearing
Supports
Dim. (LxW)
Value
Support
Member Material
B1
Hanger
2" x 2-5/16"
996 Ibs
86.6%
78.5% ITS2.37/16
B2
Wall/Plate
4" x 2-5/16"
996 Ibs
12.3%
64.2% Unspecified
BC FloorVafue@ Summary
BC FloorValue®: = Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 61 of 83
re
Boise Cascade � Single 16" BCI® 6000s-1.8
a
1st FloorTloor JoistSW7(i763) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job -name: - . _.. ....... ... . .-.-_-- _-- __-- _ _-.-..._____.__ _.File name:. .. ,.N362323L&R-mmdl. _
Address: Description: 1st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (1-/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 62 of 83
0 Boise Cascade
BC CALC® Member Report
Build 7239
Job name:
Address:
Single 16" BCIO 6000s-1.8
1st Floor\Floor Joists\J7(i763) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed
March 24, 2020 10:19:52
_.._File name: N362323L&R_mmdl..._ _._ . _.. -- . --- _ _...._....._..... _ ..... _ .
Description: 1st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
20-01-00
Total Horizontal Product Length = 20-01-00
62
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
- •: Pos: •home ;t _ .
..... 4854 ft--Ibs
100% .
1 __...,.,Ot?..,.:.+,,
£3E- r _ - -.
End Reaction
996,Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1 %
100%
6
14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
U654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
4" x 2-5/16"
996 Ibs 12.3%
64.2%
Unspecified
BC FloorValue@ Summary
BC FloorValue®: 1175FIRTNEIMIRE17, , Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 63 of 83
a Boise Cascade Single 16" BCI® 6000s-1.8
1st Flooffloor JoistslR(U63) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS .1 Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job. name: __._.._._..__... __...._ ...____v...._. ____.....,...____:__.______._....___..File.name:..,. N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed -and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOIST@ , BC RIM BOARD TM, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 64 of 83
613olse cascade Single 16" BCIO 6000s-1.8 �AEIa
1st FloorlFloor JoistslJ7(1763) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:_ _.... _.___...__._____....._....R.__.___.....__...__......Filename: N362323L&R.mmdl _ .. ... _.__...__...._
Address: Description: 1st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
O
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. Moment -: -_
,-485s ft-Ibs
883%-- _...
10noi1,-....M.I .-
_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%M
Value Support
Member
Material
B1 Hanger
2" x 2-5/16."
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
4" x 2-5/16"
996 Ibs 12.3%
64.2%
Unspecified
BC FloorValue@ Summary
BC FloorValueO: S.. L� - -'-I Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 65 of 83
Boise cascade Single 16" BCI® 6000s-1.8
1st FloorTloor Joists\J7(i763) - 02 (Floor Joist)
BC CALCO Member Report Dry.1 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job -name: _.- __.. __._..___.. - - ..___.__..._ _.__..__ .File name:__ N362323L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to -the terms of the End User
License Agreement (EULA).
Completeness -and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@) ,
Page 66 of 83
Boise cascade - - Single 16" BCIO 6000s-1.8
1st Flooffloor JoistSU7(i763) - 03 (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
-Job name:. - ___- .__ _.._ ... _.-.__...____._..File-name:.-_. N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
I �.J
20-01-00
61 62
Total Horizontal Product Length = 20-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1,2"
797/0
199/0
B2, 4"
797 / 0
199 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material
Unf. Lin. (lb/ft) L
00-00-00 19-11-00
Top
80 20 n\a
Controls Summary
Value
% Allowable Duration
Case
Location
. -Ros:-Moment
4854• ft-Ibs -,
...__88:3%
100%-_- ...
. _ . 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%M
Value
Support
Member Material
B1
Hanger
2" x 2-5/16"
996 Ibs
86.6%
78.5% ITS2.37/16
B2
Wall/Plate
4" x 2-5/16"
996 Ibs
12.3%
64.2% Unspecified
BC FloorValue@ Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 67 of 83
Boise cascade — Single 16" BCI® 6000s-1.8 �A�l
1st FloorlFloor JoistslJ7(i763) - 03 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J7(i763)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (1-/360) Total -load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 68 of 83
' Boise Cascade
Single 16" BCI® 6000s-1.8
�• a: = � r y1<4
BC CALCO Member Report
Build 7239
Job name:....
1st FloorTloor JoistsW7(i770) (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
_File.name:_ .... N362323L&R.mmdl ...._ .... ___.._ .__ ..__
Address: Description: 1 st Floor\Floor Joists\J7(i770)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Bi
O
►a
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
Pos. Momo-t ,:_....
-A..854_ft-Ibs
88.3%- .
.100%,
1
.__On 1_1i _08-_-_
End Reaction
996 Ibs
78.5%
100%
1
00-00-00
End Shear
979 Ibs
45.0%
100%
1
00-02-00
Hole #1 Shear
544 Ibs
90.1 %
100%
3
05-00-00
Hole #2 Shear
201 Ibs
33.2%
100%
4
10-00-04
Hole #3 Shear
550 Ibs
91.1%
100%
6
14-11-14
Total Load Deflection
U523 (0.452")
68.8%
n\a
1
09-11-08
Live Load Deflection
U654 (0.362")
73.4%
n\a
8
09-11-08
Max Defl.
0.452"
45.2%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-11-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Hanger
2" x 2-5/16"
996 Ibs 86.6%
78.5%
ITS2.37/16
B2 Wall/Plate
4" x 2-5/16"
996 Ibs 12.3%
64.2%
Unspecified
BC FloorValue® Summary
BC FloorValue@: _I Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 1 Od face nails, (4) 1 Od TF nails, (2) Strong -Grip joist nails.
Page 69 of 83
zBolse cascade Single 16" BCI® 6000s-1.8
1st Flooffloor JoistsW(i770) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job_name:_ N362323L&R.mmdl
Address: Description: 1 st Floor\Floor Joists\J7(i770)
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 basest 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 70 of 83
20-00-08
B1 B2
Total Horizontal Product Length = 20-00-08
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1, 2"
607 / 0
152 / 0
B2, 3-1/2"
607 / 0
152 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc.
100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 1,9-11-00
Top
.61 15 n\a
Controls Summary
Value
% Allowable
Duration
Case
Location
_..�67.3%
100%
End Reaction
758 Ibs
59.8%
100%
1
00-00-00
End Shear
746 Ibs
34.3%
100%
1
00-02-00
Hole #1 Shear
415 Ibs
68.6%
100%
3
05-00-00
Hole #2 Shear
153 Ibs
25.3%
100%
4
10-00-04
Hole #3 Shear
419 Ibs
69.3%
100%
6
14-11-14
Total Load Deflection
U687 (0.344")
52.4%
n\a
1
09-11-08
Live Load Deflection
U858 (0.275")
55.9%
n\a
8
09-11-08
Max Defl.
0.344"
34.4%
n\a
1
09-11-08
Span / Depth
14.8
Hole Location
Valid
Hole Summary
Center Elevation
Ref. Height Width Shape .
Orientation
H01
05-00-00 8"
L 12"
Circular
Horizontal
H02'
10-00-04 8"
L 12"
Circular
Horizontal
H03
14-1-1-14 8"
L 12"
Circular
Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
.Material
B1 Hanger
2" x 2-5/1-6"
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
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-11-08
Cautions
Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 71 of 83
@Boise Cascade Single 16" BCI® 6000s-1.8 P
1st Floor\Floor JoistsW7(i773) (Floor Joist)
BC CALCO Member Report Dry 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: __.__..._ _._ ... _ __....__._.._.._.___..__...__.File.name: . _. _N362323L&R_mmdl
Address: Description: 1st Floor\Floor Joists\J7(i773)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 72 of 83
013oisell&scade � Single 16" BCI® 6000s-1.8 P�SS�I
1st Flooffloor JoistslJ8(i753) (Floor Joist)
BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: -name:... _ N362323L&R.mmdl -_-- - -_
Address: Description: 1st Floor\Floor Joists\J8(i753)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
19-01-00
Total Horizontal Product Length = 19-01-00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1, 3-1/2"
611 / 0
153 / 0
B2, 2-
614/0
154/0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160%" 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00
Top 65 16 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Momeni - _ _..-.r„ -3559 ft-Ibs ...--....._,--
•100%- .
1 - _--.....-
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
L/741 (0.304")
48.6%
n\a
1 09-06-15
Live Load Deflection
L/926 (0.243")
51.8%
n\a
4 09-06-15
Max Defl.
0.304"
30.4%
n\a
1 09-06-15
Span / Depth
14.1
Hole Location
Valid
Hole Summary
Center Elevation Ref. Height Width Shape Orientation
H01
08-05-11 8"
L 12"
Circular Horizontal
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value Support
Member
Material
B1 Wall/Plate
3-1/2" x 2-5/16"
764 Ibs 10.8%
49.3%
Unspecified
B2 Hanger
2" x 2-5/16"
768 Ibs 66.8%
60.5%
ITS2.37/16
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-07-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 73 of 83
61301se;1scade Single 16" BCI® 6000s-1.8
1st Floor\Floor JoistslJ8(1753) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job -name:, _ _ _..___ _.._ _____ ...____. __. ..Filename: N362323L&R.mmdl ---
Address: Description: 1st Floor\Floor Joists\J8(i753)
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 (8D0)232-0788
before installation.
BC CALCO, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUSO ,
Page 74 of 83
aBoise I Cascade Single 16" BCI® 6000s-1.8
1st Flooffloor JoistslJ9(U51) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: --.-.,File- name:- N362323L&R.mmdl . _
Address: Description: 1st Floor\Floor Joists\J9(i751)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
�,..
19-01-00
61 B2
Total Horizontal Product Length = 19-01-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind Roof Live
B 1, 4"
787 / 0 196 / 0
B2, 2"
748 / 0 187 / 0
Load Summary
Live Dead Snow Wind Roof
OCS
Live
Tag Description
Load Type Ref.
Start End
Loc. 100%" 90% 115%" 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L
00-02-00 19-01-00
Top 40 10
n\a
_,.. 2__ FC1 Floor Material..,.,,,_....__, tJnf.-I in._(lb/ft) I-_
00-04-00. 03-08-00,
Top. _ ,. 15__ _ _4 _
3 FC1 Floor Material Unf. Lin. (lb/ft) L
03-09-01 19-01-00
Top 37 9
n\a
4 J6(i742)
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
L/587 (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% 614%
Unspecified
B2 Hanger
2" x 2-5/16" 935 Ibs
81.3% 73.7%
ITS2.37/16
BC FloorValue® Summ
BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-07-08
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 75 of 83
:Boise'cascade -- Single 16" BCI® 6000s-1.8
1st Floor\Floor Joists\J9(i751) (Floor Joist)
BC CALCO Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: File name: N362323L&R.mmdl.
Address: Description: 1 st Floor\Floor Joists\J9(i751)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75') Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALCO, BC FRAMERO , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValueO ,
VERSA-LAMO, VERSA -RIM PLUS@ ,
Page 76 of 83
613oise'Lscade M Single 16" BUD 6000sA.8 p SS
1st FloorTloor JoistsW9(i765) (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
-Job-name: -_------_..._ ...-_.--- _._____ _. --_-----_._File..name:_ __. N362323L&R.mmdl - _-_-•- ---_-- -_ _ -- -_-- -
Address: Description: 1 st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
1
B1
1MI-00
Total Horizontal Product Length = 19-01-00
132
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live.
B1, 5-1/2"
762 / 0
190 / 0
B2, 2"
752 / 0
188 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00
Top 80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
— - Pos Mr;ment--- -
4318 ft-Ibs-78.6%- . _._ -.
-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. (Lx"
Value Support
Member
Material
B1 Wall/Plate
5-1/2" x 2-5116"
952 Ibs 17.6%
61.4%
Unspecified
B2 Hanger
2" x 2-5/16"
940 Ibs 81.7%
74.1 %
ITS2.37/16
BC FloorValue® Summary
BC FloorValue@): off .� - Subfloor. 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-08-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 77 of 83
813olse Cascade Single 16" BCI®6000s-1.8
C
1st FloorlFloor JoistslJ9(i765) (Floor Joist)
=1
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: File..name: N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J9(1765)
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 78 of 83
• ,Eg Boise daY
scade -
BC CALC® Member Report
Build 7239
Job -name:..
Address:
City, State, Zip:
Customer:
Code reports: ESR-1336
B1
Single 16" BCIO 6000s-1.8 SS�I
1st Flooffloor Joists\J9(i765) - 01 (Floor Joist)
Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
._...... _______. .____.__File name:. _.. N362323L&R.mmdl
Description: 1 st Floor\Floor Joists\J9(i765)
Specifier:
Designer:
Company:
19-01-00
Total Horizontal Product Length = 19-01-00
B2
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1, 5-1/2"
762 / 0
190 / 0
B2, 2"
752 / 0
188 / 0
Load Summary
Live Dead Snow Wind Roof OCS
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00
Top 80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
Pos. Moment
78.6%
..1.00% -- ....._...,
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
BC FloorValue@ Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-08-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 79 of 83
(913olse cascade �- Single 16" BCI® 6000s-1.8
1st Flooffloor JoistslJ9(1765) - 01 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job -name: __...-_ .._ --. - - ___-. __ _._. _---.—_.._ _,. _File name:_- N362323L&R•.mmdl
Address: Description: 1st Fioor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria.
Design meets User specified (L/480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Simpson Strong -Tie, Inc.
BC CALCO analysis is based on IBC 2009.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Disclosure -
Use of the -Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@),
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 80 of 83
&olsetascade Single 16" BCI® 6000s-1.8
1st Flooffloor JoistsU9(i765) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name:File.name: . .. N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
B1
O
19-01-00
Total Horizontal Product Length = 19-01-00
132
Reaction Summary (Down / Uplift) (lbs)
Bearing
Live
Dead
Snow
Wind Roof Live
B1, 5-1/2"
762 / 0
190 / 0
B2, 2"
752 / 0
188 / 0
Load Summary
Live Dead Snow Wind Roof OCs
Live
Tag Description
Load Type
Ref. Start
End
Loc. 100% 90% 115% 160% 125%
1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00
Top 80 20 n\a
Controls Summary
Value
% Allowable
Duration
Case Location
-•Pos:-•i:\;?oment
- :--�18 ft-lb<��- .-
�.-�. .
�$:6%_ -:.
100%
1 -- ---G9-9sa4�.� _ �__ �,___..: •�: ��.
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
BC FloorValue® Summary
BC FloorValue0: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Code Minimum
Controlling Location: 09-08-04
Cautions
Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS.
Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails.
Page 81 of 83
Boise Cascade E = Single 16" BCI® 6000s-1.8 Pal
1st Flooffloor JoistslJ9(i765) - 02 (Floor Joist)
BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52
Build 7239
Job name: __..__._.._..... _ _ _..____._ .. _,.. _ _._. _. _File._name: N362323L&R.mmdl
Address: Description: 1st Floor\Floor Joists\J9(i765)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
Notes
Design meets User specified (L/360) Total load deflection criteria:
Design meets User specified (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 FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCI@ ,
BOISE GLULAM-, BC FloorValueO ,
VERSA -LAM@), VERSA -RIM PLUSO ,
Page 82 of 83
Boise Cascade Double 1-3/4" x .16" VERSA -LAM® 2.0 3100 SP SD
1st Floor\Flush BeamslBM1(i743) (Flush Beam)
BC CALCO Member Report Dry 11 span I No cant. March 24, 2020 10:19:52
Build 7239
Job name: name:.. N362323L&R.mmdl
Address: Description: 1st Floor\Flush Beams\BM 1 (i743)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1040 Company:
B1
20-M-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%
0 Self -Weight
._. Unf. Lin. (lb/ft) L _ __00-00-00
.20-01-02
Top
16 _. � _ _ . _
00-00-00_ „
1 Smoothed Load
Unf. Lin. (lb/ft) L
00-00-00 17-03-11
Top
320 80
n\a
2 FC1 Floor Material
Unf. Lin. (lb/ft) L
03-09-01 20-01-02
Top
39 10
n\a
3 J6(i746)
Conc. Pt. (Ibs) L
03-09-15 03-09-15
Top
271 68
n\a
4 J3(i783)
Conc. Pt. (Ibs) L
18-03-11 18-03-11
Top
575 144
n\a
Controls Summary
Value % Allowable Duration
Case
Location
Pos. Moment
21796 ft-Ibs 58.3%
100%
1
10-03-11
End Shear
4199 Ibs 39.5%
100%
1
01-11-00
Total Load Deflection
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. (LxW) Value Support Member Material
B1 Wall/Plate 7" x 3-1/2" 5015 Ibs 23.4% 27.3% Unspecified
B2 Hanger 2" x 3-1/2" 4144 Ibs., n\a 78.9% -Hanger
Cautions
Hanger model Hanger was not found. Hanger has not been analyzed for adequate capacity
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design meets arbitrary (0.75") Maximum live load deflection criteria.
Calculations assume member is fully braced.
Hanger Manufacturer: Unassigned
BC CALCO analysis is based on IBC 2009.
Design based on Dry Service Condition.
Disclosure
Use of the -Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code -accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC@, BC FRAMER@ , AJS-,
ALLJOISTO , BC RIM BOARD-, BCIO ,
BOISE GLULAM-, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 83 of 83
A
- .(9Boise
-Eminee
Cascade
ed Wood -Products
Power and Hand Driven Nailing of
Multiple Plv 1 3/4" Wide VERSA -LAMS' Beams
When using multiple ply 1 3/4" 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
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24"
24"
20"
16"
12".
24"
20"
16"
16d Common
12"
12"
10"
8"
6"
1-2"
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"
2411
24"
2011
16d Sinker
.12"
14"
12"
8"
8"
14"
1 Z'
10"
_ 3 1/4 " x 0.148"
6"
6"
6"
N/A
N/A
6"
6"
N/A
24"
24"
24"
22"
18"
24"
24"
24"
16d Box
12"
16"
12"
10"
8"
16"
12"
12"
3 1/2' x 0.135"
6"
T
6"
N/A
N/A
8"
6"
6"
WI
Alternate On -Center Spacing
Notes:
• For multiple ply 1 W' 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 (8x8x16) weight of 37 pounds
(Reinforced Masonry Engineering Handbook, Masonry Institute of America).
• No more than one masonry block stack shall be placed on any joist.
• Limits shown are valid for all series and depths if the specific floor joists are properly sized
for the, occupancy, design.. 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
Boise Cascade'
ENGINEERED WOOD'PRODUCTS-
• Masonry block stack may be placed anywhere along span length with the exception of no
closer than 4'-0" from any intermediate bearing.
• . Concrete masonry units (8x8x16) shall be stacked no higher than two courses tall by 48
inches wide.
• Deviation of preceding provisions voids BCI® / AJS® product warranty.
Shorinq Required
CSlil/HJ.7 JOISLS,
max 24" o.c.s.
mry block stack
48" x 48" footprint,
i courses tall
:sign by others
I.)
-tp , my 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 r05/2019
Boise Cascade
.( 0--EngineeredWood'Products
Temporary Storage of Gypsum Wall
BCI°/AJS° Joists
Technical Note
Fil
The practice of stacking gypsum wallboard on wood floors prior to the installation is common
and necessary to the successful completion of any residential project. Because of the
enormous weight, caution should be used in the placement location and size. The following
guidelines are recommended by Boise Cascade EWP Engineering.
• Gypsum wallboard shall be stacked no higher than 11 inches (22 sheet limit for 1/2"
gypsum board, 17 sheet limit for 5/8" gypsum board).
• Placement of wallboard stacks in the middle of a room is not allowed. Loading in the
middle of the joist span induces- greater deflections compared to loads placed near the
joist's supports.
• No more than one gypsum stack shall be placed on a single joist.
• Wallboard stacks shall be oriented with their long dimension perpendicular to the joist
layout direction. In this orientation, more joists are supporting the wallboard.
• The floor shall not be loaded with wallboard for a period longer than 4 weeks.
• Avoid allowing the joists or floor sheathing to get wet while loaded. Wet wood will take a
permanent set, which may be unsightly.
Tech Note IJ-7 Page 1 of 1 r4/10
This product is preferable to similar connectors because
of (a) easier installation, ib) higher loads, (c) lower Installed
cost, or a comb/nation of these features.
Simpson Strong -Tie offers a dedicated range of top -flange I joist
hangers that meet the unique needs of 1-joists while offering superior
performance and ease of Installation..
ITS
The innovative ITS sets the standard for engineered wood top -
flange hangers. The ITS Installs faster and uses fewer nails than
any other EWP top -flange hanger. The Strong -Grip' seat.and
Funnel Flange' features allow standard joist installation without
requiring joist malls, resulting in the lowest installed cost. The
Strong -Grip seat firmly secures I jolsts with flange thicknesses
from I W to I W.
MIT/HIT — Positive -Angle Nailing (PAN)
PAN is specifically designed for 1-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.
Refer to joist m?nufP_MWr�r's literature or appropriate Sirnpeon .
Strong -Tie Connector Selection Guide for actual joist sizes,
Material: ITS — 18 gauge; MIT, HIT — 16,gauge
Finish: Galvanized
Installation:
• Use all specified fasteners. Verify that the header
can take the required fasteners specified in the. table.
• See pp. 95-96 for more Installation information.
• ITS — no. joist nailing required for standard 1-joist installation
without web stiffeners. When supporting I -joists with web
stiffeners or rectangular SCL member.(2) 0.148' x I W 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 nail holes may be used for increased
uplift capacity. See Optional Nailing For Increased Uplift table.
• For sloped -joists up to'/4:12 there is, no reduction, between
1/4.12 and up to 1/s: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.
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-MPI_YHEADR 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 5•.
Codes: See p.12 for Code Reference Key Chart
Optional
lelstnati
loratim -
forU0111
OrMIT
GrHIT
Funnel Wile
Typical MIT Installed
on a Double LVL
HIT Installation
on a 3x Nailer mounted
on a Steel Beam
(175, W slmllar)
iv
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O
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L
�,,'�';,,,.,,.,�;, �„o,�•a-T,� v;�,;���rc::�.,..�,:,, r.,�,,; rr,•,,.,�_�<<,�: SIMPSON
St�°ongTie
• •
This product is preferable to similar connectors because
of (a) easier installation, (b) higher loads, (c) lower installed
cost, ore 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 a better 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 11h" joist nails for a total
uplift load of 975 lb.
Funnel
flanee
• IUS —.add web stiffeners and two 0.148' x 11/2' joist nails In the. triangle
h141ga#ar._atota�.uplift pf8fih,..___.._�..._..
Installation: (some IUS models
have triangle holes.
in header flanges
for min.1max. nailing)
U.S. Patent 6,523,321
• Use all specified fasteners. Verify that the header can
take the required fasteners specified in the table.
See pp. 95-96 for more installation information.
• 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
nall 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) 0.1480 x 11/:' nails into the optional triangle
joist nails.
• IUS — web stiffeners are not required with I joists
when the top flange is laterally supported -by the
sides of the hanger unless 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 1/4:12 there is no reduction;
between 1/4:12 and up to 1h;12, tests show a 10%
reduction in ultimate hanger strength. Local crushing
of the bottom flange or excessive deflection may be
limiting; check with joist manufacturer for specific
limitations on bearing of this type.
Codes: See p.12 for Code Reference Key Chart
The Strong -Grip'" seat
secures 1-joists in position
without joist nails.
Avoid a
Misinstallation
Do not make your own holes.
Do not.nail the bottom flange.
IUS Installation Sequence
Step 1 St 2
Attach the [US to Slide the I -joist downward
the header. into the IUS until it rests
above the large teardrop.
MIU
Step 3
Firmly push or snap
I joist fully into the
seat of the IUS.
.MIU'with Correct
PAN Installation