Report (163) v\(\, -T
20 - 0 O-55 `I I 1 9 Oct - w uz.&v\AA,e___
aBoiseCa•
scade Single 11-7/8" BCI® 5000-1.7 DF Upper LevellFloor Joists1J1(i184)
Dry 1 2 spans I No cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report = 16 OCS i Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J1(i184)
Address: Specifier: PDG
Mission Meadows Lot 5
City, State, Zip: , _ Designer:
Customer: PROBUILD FOREST GROVE _, company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
SEP 14 al/
a~',.-. / nr T!(:k 49
0
L10-10-08 1.117-09-10 `e
BO B1 B2
Total Horizontal Product Length=28-08-02
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO, 2-3/4" 269/ 113 39/0
B1, 3-1/2" 976/ 0 244/0
B2, 4-3/8" 414/ 16 99/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 28-08-02 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 1,822 ft-lbs 57.9% 100% 3 20-10-06
Neg. Moment -1,858 ft-lbs 59% 100% 1 10-10-08
Neg. Moment -1,858 ft-lbs 59% 100% 1 10-10-08
End Reaction 513 lbs 36% 100% 3 28-08-02
Int. Reaction 1,220 lbs 54.2% 100% 1 10-10-08
End Shear 489 lbs 30.1% 100% 3 28-03-12
Cont. Shear 680 lbs 41.9% 100% 1 11-00-04
Uplift -74 lbs n/a 100% 3 00-00-00
Total Load Defl. L/696 (0.302") 51.7% n/a 3 20-01-12
Live Load Defl. L/852 (0.247") 56.3% n/a 6 20-01-12
Total Neg. Deft. L/999 (-0.045") n/a n/a 3 06-08-02
Max Defl. 0.302" 30.2% n/a 3 20-01-12
Span/Depth 17.7 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Din.(L x W) Value Support Member Material
BO WaIVPlate 2-3/4"x2" 307 lbs 13.2% 24.7% Unspecified
B1 WaIVPlate 3-1/2" x2" 1,220 lbs 41% 54.2% Unspecified
B2 WaIVPlate 4-3/8" x2" 513 lbs 13.8% 36% Unspecified
Cautions
Uplift of-74 lbs found at span 1 - Left.
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.
Calculations assume Member is Fully Braced.
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
Boise Cascade Single 11-7/8" BCI®5000-1.7 DF Upper Level1Floor Joists1J1(i184)
Dry 12 spans I No cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J1(i18,
Address: - Specifier: PDG
City,State, Zip:, Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
Disclosure
Completeness and accuracy of input
must be verified by anyone who would
rely on output as evidence of suitability
for particular application.Output here
based on building code-accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation
Guide or ask questions,please call
(800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULNSITM,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
iBoiseCascade Single 11-7/8" BCI®5000-1.7 DF Upper Level\Floor Joists\J5(i221)
���y%% Dry 12 spans I Nb cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report = 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J5(i221)
Address: - Specifier: PDG
City, State, Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
0
iLi
08-02-00 LI 09-07-04
BO B1 B2
Total Horizontal Product Length=17-09-04
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 198/36 41 /0
B1, 5-1/2" 574/0 143/0
B2, 2-3/4" 230/ 19 53/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 17-09-04 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 554 ft-lbs 17.6% 100% 3 13-06-05
Neg. Moment -582 ft-lbs 18.5% 100% 1 08-02-00
Neg. Moment -582 ft-lbs 18.5% 100% 1 08-02-00
End Reaction 283 lbs 22.7% 100% 3 17-09-04
Int. Reaction 717 lbs 28.4% 100% 1 08-02-00
End Shear 268 lbs 16.5% 100% 3 17-06-08
Cont. Shear 361 lbs 22.2% 100% 1 08-04-12
Total Load Defl. L/999 (0.035") n/a n/a 3 13-00-15
Live Load Defl. L/999 (0.029") n/a n/a 6 13-00-15
Total Neg. Defl. L/999 (-0.004") n/a n/a 3 05-07-01
Max Defl. 0.035" n/a n/a 3 13-00-15
Span/Depth 9.5 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Din.(L x W) Value Support Member Material
BO Hanger 2"x2" 239 lbs n/a 22.4% IUS 2.06/11.88
B1 Beam 5-1/2"x2" 717 lbs 8.7% 28.4% Unspecified
B2 WaIVPlate 2-3/4"x2" 283 lbs 12.1% 22.7% Unspecified
Cautions
Hanger IUS 2.06/11.88 requires(10) 10d face nails, (2) 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.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Simpson Strong-Tie, Inc.
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
*Boise cascade Single 11-7/8" BCI®5000-1.7 DF Upper LevelRFloor Joists\J5(i221)
�� Dry 12 spans I No cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J5(i22'
Address: - Specifier: PDG
City,State, Zip:, Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
Disclosure
Completeness and accuracy of input
must be verified by anyone who would
rely on output as evidence of suitability
for particular application.Output here
based on building code-accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation
Guide or ask questions,please call
(800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
01)Praise Cascade Single 11-7/8" BCI® 60-2.0 DF Upper LevenFloor JoistslJ8(i203)
Dry 12 spans 1 No cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report = 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J8(i203)
Address: - Specifier: PDG
City, State, Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
12-00-12 U 21-07-02
BO B1 B2
Total Horizontal Product Length=33-07-14
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 297/ 155 36/0
B1, 3-1/2" 1,171 /0 293/0
B2, 4-3/8" 497/ 15 120/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 33-07-14 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 2,674 ft-lbs 42.9% 100% 3 24-06-08
Neg. Moment -2,724 ft-lbs 43.7% 100% 1 12-00-12
Neg. Moment -2,724 ft-lbs 43.7% 100% 1 12-00-12
End Reaction 617 lbs 43.3% 100% 3 33-07-14
Int. Reaction 1,464 lbs 53.2% 100% 1 12-00-12
End Shear 593 lbs 35.4% 100% 3 33-03-08
Cont. Shear 828 lbs 49.4% 100% 1 12-02-08
Uplift -119 lbs n/a 100% 3 00-00-00
Total Load Defl. L/606 (0.422") 59.4% n/a 3 23-04-03
Live Load Defl. L/744 (0.344") 64.5% n/a 6 23-04-03
Total Neg. Defl. L/999 (-0.059") n/a n/a 3 07-03-02
Max Defl. 0.422" 42.2% n/a 3 23-04-03
Span/Depth 21.5 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Hanger 2"x2-5/16" 333 lbs 34.3% 23.1% IUS2.37/11.88
BO Hanger Uplift 2"x2-5/16" 119 lbs 50.7% n/a IUS2.37/11.88
B1 Beam 3-1/2"x2-5/16" 1,464 lbs 24.1% 53.2% Unspecified
B2 WaIVPlate 4-3/8"x2-5/16" 617 lbs 14.4% 43.3% Unspecified
Cautions
Uplift of-119 lbs found at span 1 - Left.
Web stiffeners required at bearing BO.
Hanger IUS2.37/11.88 requires(10) 10dx1.5 face nails, (2) 10dx1.5 joist nails.
Notes
Page 1 of 2
( )Boise Caseade Single 11-7/8" BCI®60-2.0 DF Upper Level\Floor Joists\J8(i203)
�% Dry 12 spans I No cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J8(i20;
Address: - Specifier: PDG
City,State, Zip:, Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
Design meets User specified (L/360)Total load deflection criteria. Disclosure
Design meets User specified (L/480) Live load deflection criteria. Completeness and accuracy of input
Design meets arbitrary(1") Maximum total load deflection criteria. must be verified by anyone who would
Calculations assume Member is Fully Braced. rely on output as evidence of suitability
Hanger Manufacturer: Simpson Strong-Tie, Inc. for particular application.Output here
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. based on building code-accepted design
Design based on Dry Service Condition. properties and analysis methods.
Deflections less than 1/8"were ignored in the results. Installation of BOISE 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.eAJ
BC CALC®,BC FRAMER®, STM
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
\��,��������JJJJJ�BoiseCascade Single 11-7/8" BCI®60-2.0 DF Upper LevellFIoor Joists\J12(i269)
Dry 12 spans I No cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report = 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J12(i269;
Address: - Specifier: PDG
City, State, Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
0
L ,
, ,
. ,
,,
07-01-00 21-07-02
BO B1 B2
Total Horizontal Product Length=28-08-02
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0, 2-3/4" 183/306 0/31
B1, 3-1/2" 1,171 /0 293/0
B2, 4-3/8" 485/3 120/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 28-08-02 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 2,564 ft-lbs 41.1% 100% 3 19-06-12
Neg. Moment -2,734 ft-lbs 43.9% 100% 1 07-01-00
Neg. Moment -2,734 ft-lbs 43.9% 100% 1 07-01-00
End Reaction 605 lbs 42.4% 100% 3 28-08-02
Int. Reaction 1,464 lbs 53.2% 100% 1 07-01-00
End Shear 581 lbs 34.7% 100% 3 28-03-12
Cont Shear 828 lbs 49.5% 100% 1 07-02-12
Uplift -336 lbs n/a 100% 3 00-00-00
Total Load Defl. L/643 (0.397") 56% n/a 3 18-08-00
Live Load Defl. L/800 (0.319") 60% n/a 6 18-08-00
Total Neg. Defl. L/999 (-0.025") n/a n/a 3 04-02-01
Max Defl. 0.397" 39.7% n/a 3 18-08-00
Span/Depth 21.5 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO WaIVPlate 2-3/4" x2-5/16" 337 lbs 12.5% 25.3% Unspecified
B1 WaIVPlate 3-1/2"x2-5/16" 1,464 lbs 42.6% 53.2% Unspecified
B2 WaIVPlate 4-3/8"x2-5/16" 605 lbs 14.1% 42.4% Unspecified
Cautions
Uplift of-336 lbs found at span 1 - Left.
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.
Calculations assume Member is Fully Braced.
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 2
Boise Cascade Single 11-7/8" BCI®60-2.0 DF Upper Level\Floor Joists1J12(i269)
Dry 12 spans No cantilevers 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report 16 OCS 1 Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J12(i2(
Address: - Specifier: PDG
City,State, Zip:, Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
Disclosure
Completeness and accuracy of input
must be verified by anyone who would
rely on output as evidence of suitability
for particular application.Output here
based on building code-accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation
Guide or ask questions,please call
(800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTM"
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
SYSTEM,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2
a w'
Boise Cascade Single 11-7/8" BCI®90-2.0 DF Upper Level\Floor Joists\J13(i176)
Dry 12 spans 1 Left cantilever 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report = 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J13(i176;
Address: - Specifier: PDG
City, State, Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
1
o
Dta .1
00-09-02 21-07-02
B1 B2
Total Horizontal Product Length=22-04-04
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 591 /0 148/0
B2, 4-3/8" 584/ 1 146/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-09-02 22-04-04 53 13 n/a
1 FC1 Floor Material Conc. Pt. (lbs) L 00-00-04 00-00-04 23 6 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 3,776 ft-lbs 39.5% 100% 3 11-05-10
Neg. Moment -21 ft-lbs 0.2% 100% 1 00-09-02
Neg. Moment -21 ft-lbs 0.2% 100% 1 00-09-02
End Reaction 730 lbs 40.5% 100% 3 22-04-04
Int. Reaction 739 lbs 20% 100% 1 00-09-02
End Shear 705 lbs 32.8% 100% 3 21-11-14
Cont. Shear 701 lbs 32.6% 100% 1 00-10-14
Total Load Defl. L/549 (0.466") 65.6% n/a 3 11-05-10
Live Load Defl. L/685 (0.373") 70% n/a 6 11-05-10
Total Neg. Defl. 2xL/1,998(-0.048") n/a n/a 3 00-00-00
Max Defl. 0.466" 46.6% n/a 3 11-05-10
Cant Max Defl. -0.048" n/a n/a 3 00-00-00
Span/Depth 21.5 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Din.(L x W) Value Support Member Material
B1 WaIVPlate 3-1/2" x3-1/2" 739 lbs 14.2% 21.9% Unspecified
B2 WaIVPlate 4-3/8" x3-1/2" 730 lbs 11.2% 40.5% Unspecified
Cautions
Design assumes Top and Bottom flanges to be restrained,
Notes
Page 1 of 2
lT)Boise Cascade Single 11-7/8" BCI®90-2.0 DF Upper Level\Floor Joists1J13(i176)
Dry 12 spans I Left cantilever 10/12 slope September 8, 2016 11:31:06
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 4340 File Name: 16-1784.mmdl
Job Name: MISSION HOMES 3154 C Description: Designs\Floor Joists\Upper Level\Floor Joists\J13(i1
Address: - Specifier: PDG
City,State, Zip:, Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
Design meets User specified (L/360)Total load deflection criteria. Disclosure
Design meets User specified (L/480) Live load deflection criteria. Completeness and accuracy of input
Design meets arbitrary(1")Maximum total load deflection criteria. must be verified by anyone who would
Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. rely on output as evidence of suitability
Calculations assume Member is Fully Braced. for particular application.Output here
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. based on building code-accepted design
Design based on Dry Service Condition. properties and analysis methods.
Deflections less than 1/8"were ignored in the results. Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation
Guide or ask questions,please call
(800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJST"',
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page 2 of 2