Report (3) �j�� S-FF sw 1�e-1
BaiseCes"de Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J1(i679)
W Dry 13 spans I No cantilevers 10/12 slope June 17,2015 10:57:24
BC CALCO Design Report 16 OCS I Repetitive I Glued &nailed construction
-Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J1(i679)
Address: Lot 1 Specifier: PDG
.City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
BO 09-06-08 131 B2 11-00-12 10-09-12 63
Total Horizontal Product Length=31-05-00
Reaction Summary (Down I Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4" 243/37 52/0
B1,3-1/2 636/0 147/0
B2,5-1/2 682/0 163/0
B3 262/30 58/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 31-05-00 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 734 ft-lbs 23.3% 100% 2 26-06-13
Neg. Moment -840 ft-lbs 26.7% 100% 5 20-07-04
End Reaction 320 lbs 29.9% 100% 2 31-05-00
Int.Reaction 782 lbs 34.8% 100% 4 09-06-08
End Shear 309 lbs 19% 100% 2 31-03-00
Cont.Shear 420 lbs 25.9% 100% 5 20-10-00
Total Load Defl. L/999 (0.056") n/a n/a 2 26-02-01
Live Load Defl. L/999 (0.047") n/a n/a 7 26-02-01
Total Neg. Defl. L/999 (-0.014") n/a n/a 2 15-06-14
Max Defl. 0.056" n/a n/a 2 26-02-01
Span/Depth 11.2 n/a n/a 0 00-00-00
%AI low %AI low
Bearing Supports Dim. (L x W) Value Support Member Material
B0 Wall/Plate 4"x 2" 295 lbs 8.7% 20.7% Unspecified
B1 Wall/Plate 3-1/2"x 2" 782 lbs 26.3% 34.8% Unspecified
B2 Wall/Plate 5-1/2"x 2" 845 lbs 18.1% 33.5% Unspecified
B3 Hanger 2"x2" 320 lbs 27% 29.9% IUS2.06/11.88
Cautions
Hanger IUS2.06/11.88 requires(10) 10d face nails, (2)Strong-Grip joist nails.
Notes
Page 1 of 2
(T1 Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J1(i67!
VY Dry 13 spans I No cantilevers 10/12 slope June 17, 2015 10:57::
BC CALC®Design Report 16 OCS I Repetitive I Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J1(i6
Address: Lot 1 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 mus
Design meets arbitrary(1")MaXlmum total load deflection criteria. be verified by anyone who would rely on
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie, Inc. particular application. Output here based
ComComposite EI value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design properties
p 9 9 and analysis methods. Installation of
Design based on Dry Service Condition. BOISE engineered wood products must bi
Deflections less than 1/8"were ignored in the results. 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 BOARDTm, BCI®,
BOISE GLULAM—, SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSASTRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
�BdiseCascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J3(i472)
Dry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:57:24
BC CALC®Design Report 16 OCS (Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J3(i472)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
05-04-08 U 10-04-04
BO 61 62
Total Horizontal Product Length= 15-08-12
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 110/75 9/0
67,3-1/2" 514/0 129/0
B2 240/4 59/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 05-04-08 27 7 n/a
1 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 05-02-04 17 4 n/a
2 FC2 Floor Material Unf. Lin. (Ib/ft) L 05-04-08 15-08-12 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 640 ft-lbs 20.3% 100% 3 11-03-09
Neg. Moment -552 ft-lbs 17.5% 100% 1 05-04-08
End Reaction 299 lbs 28% 100% 3 15-08-12
Int.Reaction 643 lbs 28.6% 100% 1 05-04-08
End Shear 288 lbs 17.7% 100% 3 15-06-12
Cont.Shear 386 lbs 23.7% 100% 1 05-06-04
Uplift -67 lbs n/a 100% 3 00-00-00
Total Load Defl. L/999 (0.045") n/a n/a 3 10-09-08
Live Load Defl. L/999 (0.037") n/a n/a 6 10-09-08
Total Neg. Defl. L/999 (-0.004") n/a n/a 3 03-03-05
Max Defl. 0.045' n/a n/a 3 10-09-08
Span/Depth 10.4 n/a n/a 0 00-00-00
%AI low %AI low
Bearing Supports Dim. (L x W) Value Support Member Material
BO Hanger 2"x2" 119 lbs 12.3% 8.3% IUS2.06/11.88
BO Hanger Uplift 2"x2" 67 lbs 28.4% n/a IUS2.06/11.88
B1 Beam 3-1/2"x 2" 643 lbs 12.2% 28.6% Unspecified
B2 Hanger 2"x2" 299 lbs 25.2% 28% IUS2.06/11.88
Cautions
Uplift of-67 lbs found at span 1 -Left.
Web stiffeners required at bearing BO.
Hanger IUS2.06/11.88 requires(10) 10dx1.5 face nails, (2) 10dx1.5 joist nails.
Hanger IUS2.06/11.88 requires(10) 10d face nails,(2)Strong-Grip joist nails.
Notes
Page 1 of 2
Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J3(i47;
Dry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:57::
BC CALC®Design Report 16 OCS I Repetitive I Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor JoistsU3(i4
Address: Lot 1 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 mus
Design meets arbitrary(1")Mabmum total load deflection criteria. be verified by anyone who would rely on
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie, Inc. particular application. Output here based c
Composite EI value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design properties
Com
p g g and analysis methods. Installation of
Design based on Dry Service Condition. BOISE engineered wood products must bi
Deflections less than 1/8"were ignored in the results. in accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask questions,
please call(800)232-0788 before
installation.
BC CALC®, BC FRAMER®,AJSTm,
ALLJOISTO, BC RIM BOARD rm, BCI®,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
®BdiseCascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J5(i701)
mm- Dry 1 span I No cantilevers 10/12 slope June 17, 2015 10:57:25
BC CALC®Design Report 16 OCS Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\FloorJoists\UpperLevel\FloorJoists\J5(i701)
Address: Lot 1 Specifier: PDG
City,State, Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
10-05-00
BO B1
Total Horizontal Product Length= 10-05-00
Reaction Summary (Down/ Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO,2-1/2" 279/0 70/0
B1 277/0 69/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 10-05-00 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 861 ft-lbs 27.3% 100% 1 05-02-12 be verified by anyone who would rely on
End Reaction 346 lbs 32.4% 100% 1 10-05-00 output as evidence of suitability for
End Shear 335 lbs 20.6% 100% 1 00-02-08 particular application. Output here based on
Total Load Defl. L/999 (0.06") n/a n/a 1 05-02-12 building code-accepted design properties
Live Load Defl. L/999 (0.048") n/a n/a 2 05-02-12 and analysis methods. Installation of
BOISE engineered wood products must be
Max Defl. 0.06" n/a n/a 1 05-02-12
in accordance with current Installation
Span/Depth 10.3 n/a n/a 0 00-00-00 Guide and applicable building codes.To
obtain Installation Guide or ask questions,
%AI low %AI low please call(800)232-0788 before
Bearing Supports Dim. (L x W) Value Support Member Material installation.
BO WaIVPlate 2-1/2"x 2" 349 lbs 16.4% 29.4% Unspecified BC CALC®, BC FRAMER®,AJST""
B1 Hanger 2"x2" 346 lbs 29.2% 32.4% IUS2.06/11.88 ALLJOISTO, BC RIM BOARDrm, BCI®,
BOISE GLULAM rm, SIMPLE FRAMING
Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM
Hanger IUS2.06/11.88 requires(10) 10d face nails, (2)Strong-Grip joist nails. PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
Notes trademarks of Boise Cascade Wood
Products L.L.C.
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 EI 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 1
®BdiseCascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J2(B84)
Dry 12 spans I No cantilevers 10/12 slope June 17,2015 10:57:25
BC CALC®Design Report 16OCS I Repetitive I Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J2(i384)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
,l, .1u1 _,iI ,1I ,1 1, j, 1�1 �����1���1���J,
08-11-04 10-11-08
BO 61 132
Total Horizontal Product Length= 19-10-12
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 217/45 43/0
B1,5-1/2" 650/0 163/0
B-2 258/20 60/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 19-10-12 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 727 ft-lbs 23.1% 100% 3 15-01-07
Neg. Moment -763 ft-lbs 24.2% 100% 1 08-11-04
End Reaction 318 lbs 29.8% 100% 3 19-10-12
Int.Reaction 813 lbs 32.2% 100% 1 08-11-04
End Shear 307 lbs 18.9% 100% 3 19-08-12
Cont.Shear 417 lbs 25.6% 100% 1 09-02-00
Uplift -2 lbs n/a 100% 3 00-00-00
Total Load Defl. L/999 (0.056") n/a n/a 3 14-07-00
Live Load Defl. L/999 (0.046") n/a n/a 6 14-07-00
Total Neg. Defl. L/999 (-0.007") n/a n/a 3 05-10-08
Max Defl. 0.056" n/a n/a 3 14-07-00
Span/Depth 11 n/a n/a 0 00-00-00
%AI low %AI low
Bearing Supports Dim. (L x W) Value Support Member Material
BO Hanger 2"x2" 260 lbs 21.9% 24.3% IUS2.06/11.88
BO Hanger Uplift 2"x2" 2 lbs 2.5% n/a IUS2.06/1 1.88
B1 Wall/Plate 5-1/2"x 2" 813 lbs 17.4% 32.2% Unspecified
B2 Hanger 2"x2" 318 lbs 26.9% 29.8% IUS2.06/11.88
Cautions
Hanger IUS2.06/11.88 requires(10) 10d face nails, (2)Strong-Grip joist nails.
Notes
Page 1 of 2
BoiseCascade Single 11-7/8" BCI® 5000-1.7 DF Upper LevelTloor Joists\J2(i38d
Dry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:57:;
BC CALC®Design Report 16 OCS I Repetitive I Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J2(i3
Address: Lot 1 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 mus
Design meets arbitrary(1") Ma)amum total load deflection criteria. be verified by anyone who would rely on
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie, Inc. particular application. Output here based r
ComComposite EI value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design properties
P 9 9 and analysis methods. Installation of
Design based on Dry Service Condition. BOISE engineered wood products must bi
Deflections less than 1/8"were ignored in the results. in accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask questions,
please call(800)232-0788 before
installation.
BC CALC®, BC FRAMER®,AJSTm,
ALLJOISTO, BC RIM BOARDTm, BCI®,
BOISE GLULAM-rm, SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSASTRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
®BdiseCascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J4(i692)
mm— Dry 1 span I No cantilevers 10/12 slope June 17, 2015 10:57:25
BC CALC®Design Report 16 OCS Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J4(i692)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
11-04-08
BO B1
Total Horizontal Product Length= 11-04-08
Reaction Summary (Down/ Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO,4" 308/0 77/0
B1 299/0 75/0
Live Dead Snow Wind Roof Live OCs
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 11-04-08 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 1,008 ft-lbs 32% 100% 1 05-09-04 be rarified by anyone who would rely on
End Reaction 374 lbs 35% 100% 1 11-04-08 output as evidence of suitability for
End Shear 363 lbs 22.3% 100% 1 00-04-00 particular application. Output here based on
Total Load Defl. L/999 (0.08") n/a n/a 1 05-09-04 building code-accepted design properties
Live Load Defl. L/999 (0.064") n/a n/a 2 05-09-04 and analysis methods. Installation of
BOISE engineered wood products must be
Max Defl. 0.08" n/a n/a 1 05-09-04
in accordance with current Installation
Span/Depth 11.1 n/a n/a 0 00-00-00 Guide and applicable building codes.To
obtain Installation Guide or ask questions,
%AI low %AI low please call(800)232-0788 before
Bearing Supports Dim. (L x W) Value Support Member Material installation.
BO Wall/Plate 4"x 2" 385 lbs 11.3% 27% Unspecified BC CALC®, BC FRAMER®,AJST'"
B1 Hanger 2"x 2" 374 lbs 31.5% 35% IUS2.06/1 1.88 ALLJOIST®, BC RIM BOARD—, BCIG,
BOISE GLULAMTm, SIMPLE FRAMING
Cautions SYSTEM®,VERSA-LAMS,VERSA-RIM
Hanger IUS2.06/11.88 requires(10) 1 Od face nails,(2)Strong-Grip joist nails. PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes Products L.L.C.
Design meets User specified (U360)Total load deflection criteria.
Design meets User specified (U480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
Hanger Manufacturer: Simpson Strong-Tie, Inc.
Composite EI 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 1
/S�BoiseCascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J3(i410)
���JJyy// Dry 12 spans I No cantilevers 10/12 slope June 17,2015 10:57:25
BC CALCO Design Report 16 OCS I Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J3(i410)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
04-02-12 10-11-08
BO B1 62
Total Horizontal Product Length= 15-02-04
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 109/115 0/1
B1,5-1/2" 567/0 142/0
B2 251 /2 62/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 15-02-04 53 13 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 704 ft-lbs 22.4% 100% 3 10-06-08
Neg. Moment -626 ft-lbs 19.9% 100% 1 04-02-12
End Reaction 313 lbs 29.3% 100% 3 15-02-04
Int.Reaction 709 lbs 28.1% 100% 1 04-02-12
End Shear 302 lbs 18.6% 100% 3 15-00-04
Cont.Shear 404 lbs 24.9% 100% 1 04-05-08
Uplift -117 lbs n/a 100% 3 00-00-00
Total Load Defl. L/999 (0.054") n/a n/a 3 09-11-05
Live Load Defl. L/999 (0.043") n/a n/a 6 09-11-05
Total Neg. Defl. L/999 (-0.003") n/a n/a 3 02-06-09
Max Defl. 0.054" n/a n/a 3 09-11-05
Span/Depth 11 n/a n/a 0 00-00-00
%AI low %AI low
Bearing Supports Dim. (L x W) Value Support Member Material
BO Hanger 2"x2" 108 lbs 9.8% 8.1% IUS2.06/11.88
BO Hanger Uplift 2"x2" 117 lbs 49.6% n/a IUS2.06/11.88
B1 Wall/Plate 5-1/2"x 2" 709 lbs 15.2% 28.1% Unspecified
B2 Hanger 2"x2" 313 lbs 26.5% 29.3% IUS2.06/11.88
Cautions
Uplift of-117 lbs found at span 1 -Left.
Web stiffeners required at bearing BO.
Hanger IUS2.06/11.88 requires(10) 1 Od face nails,(2)10dx1.5 joist nails.
-Hanger IUS2.06/11.88 requires(10) 1 Od face nails,(2)Strong-Grip joist nails.
Notes
Page 1 of 2
Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J3(i41(
Dry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:57::
BC CALC®Design Report 16 OCS I Repetitive I Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J3(i4
Address: Lot 1 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 mus
Design meets arbitrary(1")Ma)amum total load deflection criteria. be verified by anyone who would rely on
Calculations assume Member is Fully Braced. output as evidence of suitability for
Hanger Manufacturer: Simpson Strong-Tie, Inc. particular application. Output here based c
Composite EI value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design properties
Com
p g g and analysis methods. Installation of
Design based on Dry Service Condition. BOISE engineered wood products must bi
Deflections less than 1/8"were ignored in the results. in accordance with current Installation
Guide and applicable building codes. To
obtain Installation Guide or ask questions;
please call(800)232-0788 before
installation.
BC CALC®, BC FRAMER®,AJSTm,
ALLJOISTO, BC RIM BOARD TM, BCI®,
BOISE GLULAMTm, SIMPLE FRAMING
SYSTEM®,VERSA-LAMS,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
ARN
Bo)se Ce s"de Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor JoistslJ4(W02)
Dry 1 span I No cantilevers 10/12 slope June 17, 2015 10:57:26
BC CALC®Design Report 16 OCS Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J4(i702)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
11-06-12
BO B1
Total Horizontal Product Length= 11-06-12
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 304/0 76/0
B1,4" 313/0 78/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC2 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 11-06-12 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 1,043 ft-lbs 33.1% 100% 1 05-08-06 be verified by anyone who would rely on
End Reaction 380 lbs 35.5% 100% 1 00-00-00 output as evidence of suitability for
End Shear 369 lbs 22.7% 100% 1 00-02-00 particular application. Output here based on
Total Load Defl. L/999 (0.085") n/a n/a 1 05-08-06 building code-accepted design properties
Live Load Defl. L/999 (0.068") n/a n/a 2 05-08-06 and analysis methods. Installation of
BOISE engineered wood products must be
Max Defl. 0.085" n/a n/a 1 05-08-06 in accordance with current Installation
Span/Depth 11.3 n/a n/a 0 00-00-00 Guide and applicable building codes.To
obtain Installation Guide or ask questions,
%Al low %AI low please call(800)232-0788 before
Bearing Supports Dim. (L x W) Value Support Member Material installation.
BO Hanger 2"x 2" 380 lbs 32.1% 35.5% IUS2.06/1 1.88 BC CALC®, BC FRAMER®,AJSTm,
B1 Wall/Plate 4"x2" 391 lbs 11.5% 27.4% Unspecified ALLJOISTO, BC RIM BOARDTm, BCI®,
BOISE GLULAM-, SIMPLE FRAMING
Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM
Hanger IUS2.06/11.88 requires(10) 1 Od face nails, (2)Strong-Grip joist nails. PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUDS are
Notes trademarks of Boise Cascade Wood
Products L.L.C.
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 EI 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.
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