Report (2) 4-1
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ASNBoi'seCascade Single 9-1/2" BCI® 5000-1.7 DF Main LeveftFloorJoistsW6(i955)
%VDry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:55:54
BC CALC®Design Report 16OCS Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Main LeveNFloor Joists\J6(i955)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
09-06-14B 1 09-06-1411-08-14 62
BO
Total Horizontal Product Length=21-03-12
Reaction Summary (Down I Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO,4-3/8" 237/49 47/0
B1,3-1/2" 688/0 172/0
B2,4-3/8' 281 /21 65/0
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 21-03-12 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 799 ft-lbs 32.5% 100% 3 16-01-01 be verified by anyone who would rely on
Neg. Moment -869 ft-lbs 35.3% 100% 1 09-06-14 output as eudence of suitability for
End Reaction 347 lbs 30.8% 100% 3 21-03-12 particular application. Output here based on
Int.Reaction 860 lbs 41% 100% 1 09-06-14 building code-accepted design properties
and analysis methods. Installation of
End Shear 322 lbs 21.8% 100% 3 20-11-06
Cont.Shear 448 lbs 30.3% 100% 1 09-08-10 BOISE engineered wood products must be
in accordance with current Installation
Uplift -2 lbs n/a 100% 3 00-00-00 Guide and applicable building codes.To
Total Load Defl. L/999 (0.101") n/a n/a 3 15-07-10 obtain Installation Guide or ask questions,
Live Load Defl. L/999 (0.084") n/a n/a 6 15-07-10 please call(800)232-0788 before
Total Neg. Defl. L/999 (-0.016") n/a n/a 3 06-02-03 installation.
Max Defl. 0.101" n/a n/a 3 15-07-10 BC CALC®, BC FRAMER®,AJSTm,
Span/Depth 14.4 n/a n/a 0 00-00-00 ALLJOISTO, BC RIM BOARDTm, BCI®,
BOISE GLULAMTM, SIMPLE FRAMING
%Allow %Allow SYSTEM®,VERSA-LAM®,VERSA-RIM
Bearing Supports Dim. (L x W) Value Support Member Material PLUS®,VERSA-RIM®,
BO Wall/Plate 4-3/8"x 2" 284 lbs 7.6% 25.3% Unspecified VERSA-STRAND®,VERSA-STUD®are
B1 Wall/Plate 3-1/2"x 2" 860 lbs 28.9% 41% Unspecified trademarks of Boise Cascade Wood
B2 Wall/Plate 4-3/8"x 2" 347 lbs 9.3% 30.8% Unspecified Products L.L.C.
Notes
Design meets User specified (L/360)Total load deflection criteria.
Gesign 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 1
taN
Boi§e Cascade Single 9-1/2" BCI® 5000-1.7 DF Main Level\Floor Joists\J7(i919)
������{{yy77y/// Dry 12 spans I No cantilevers 10/12 slope June 17,2015 10:55:54
BC CALC®Design Report 16 OCS Repetitive I Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor JoistsWlain Level\Floor JoistsU7(i919)
Address: Lot 1 Specifier: PDG
City,State, Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
17
.t a � T .l, T ,1, ! T I ! 1 T I X T .1 T T7 .� 1
BO 09-06-14 131 11-01-10 B2
Total Horizontal Product Length=20-08-08
Reaction Summary (Down/ Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/8" 244/46 49/0
B1,3-1/2" 776/0 202/0
B2, 1-5/8' 269/23 62/0
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 20-08-08 55 14 n/a
1 5(i120) Conc. Pt. (Ibs) L 09-06-14 09-06-14 81 28 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 772 ft-lbs 31.4% 100% 3 15-10-07 be verified by anyone who would rely on
Neg. Moment -855 ft-lbs 34.7% 100% 1 09-06-14 output as evidence of suitability for
End Reaction 331 lbs 34.5% 100% 3 20-08-08 particular application. Output here based on
Int.Reaction 977lbs 46.5% 100% 1 09-06-14 building code-accepted design properties
End Shear 322 lbs 21.8% 100% 3 20-06-14 and analysis methods. Installation of
BOISE engineered wood products must be
Cont.Shear 448 lbs 30.3% 100% 1 09-08-10 in accordance with current Installation
Total Load Defl. L/999 (0.093") n/a n/a 3 15-05-04 Guide and applicable building codes. To
Live Load Defl. L/999 (0.077") n/a n/a 6 15-05-04 obtain Installation Guide or ask questions,
Total Neg. Defl. L/999 (-0.015") n/a n/a 3 06-03-09 please call(800)232-0788 before
Max Defl. 0.093" n/a n/a 3 15-05-04 installation.
Span/Depth 14 n/a n/a 0 00-00-00 BC CALC®, BC FRAMER®,AJSTm,
ALLJOISTV, BC RIM BOARDTm, BCI®,
%Allow %All low BOISE GLULAM-, SIMPLE FRAMING
Bearing Supports Dim. (L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM
BO Wall/Plate 4-3/8"x 2" 294 lbs 7.9% 26.1% Unspecified PLUS®,VERSA-RIM®,
B1 Wall/Plate 3-1/2"x 2" 977 lbs 32.9% 46.5% Unspecified VERSA-STRAND®,VERSA-STUD®are
B2 Wall/Plate 1-5/8"x 2" 331 lbs 24.3% 34.5% Unspecified trademarks of Boise Cascade Wood
Products L.L.C.
Notes
Design meets User specified (U360)Total load deflection criteria.
Design meets User specified (U480)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume Member is Fully Braced.
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
[T2,Boi`seCascade Single 9-1/2" BCI® 5000-1.7 DF Main Levef\Floor Joists\J5(i939)
Dry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:55:54
BC CALC®Design Report 16 OCS I Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor JoistsWlain Level\Floor JoistsU5(i939)
Address: Lot 1 Specifier: PDG
City,State, Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
BO 14-01-00 B1 14-07-14 62
Total Horizontal Product Length=28-08-14
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO, 1-3/4" 333/48 71 /0
B1,3-1/2 939/0 235/0
B2,4-3/8 352/44 77/0
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 00-00-04 28-08-14 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 1,254 ft-lbs 51% 100% 3 22-03-06 be verified by anyone who would rely on
Neg. Moment -1,623 ft-lbs 66% 100% 1 14-01-00 output as evidence of suitability for
End Reaction 404 lbs 41.6% 100% 2 00-00-00 particular application. Output here based on
Int.Reaction 1,174 lbs 55.9% 100% 1 14-01-00 building code-accepted design properties
End Shear 405 lbs 27.4% 100% 3 28-04-08 and analysis methods. Installation of
Cont.Shear 582 lbs 39.4% 100% 1 14-02-12 BOISE engineered wood products must be
in accordance with current Installation
Total Load Defl. L/741 (0.232") 48.6% n/a 3 21-08-05 Guide and applicable building codes. To
Live Load Defl. L/865 (0.199") 55.5% n/a 6 21-07-03 obtain Installation Guide or ask questions,
Total Neg. Defl. L/999 (-0.047") n/a n/a 3 09-06-04 please call(800)232-0788 before
Max Defl. 0.232" 23.2% n/a 3 21-08-05 installation.
Span/Depth 18.1 n/a n/a 0 00-00-00 BC CALC®, BC FRAMER® ,AJSTM,
ALLJOIST®, BC RIM BOARD rm, BCI®,
%Allow %Allow BOISE GLULAMT"', SIMPLE FRAMING
Bearing Supports Dim. (L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM
BO Wall/Plate 1-3/4"x 2" 404 lbs 27.2% 41.6% Unspecified PLUS®,VERSA-RIM®,
B1 Wall/Plate 3-1/2"x 2" 1,174 lbs 39.5% 55.9% Unspecified VERSA-STRAND®,VERSA-STUD®are
B2 WaIVP late 4-3/8"x 2" 429 lbs 11.5% 38.1% Unspecified trademarks of Boise Cascade Wood
Products L.L.C.
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 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
ASN
IBotseCascade Single 9-1/2" BCI® 5000-1.7 DF Main Levef\Floor Joists\J3(i933)
V mm- Dry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:55:55
BC CALCO Design Report 16 OCS Repetitive I Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\Floor Joists\Main Level\Floor Joists\J3(i933)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROB UILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
3
�, .l .����,� ,� 0,�,l. �'L .i, L-1 .L I -. L._ '.L—..
BO 131 14-05-06 16-01-14 62
Total Horizontal Product Length= 30-07-04
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO, 1-7/8" 431 /60 105/0
B1,3-1/2" 1,003/0 251 /0
B2,4-3/8" 380/40 85/0
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 30-07-04 27 7 n/a
1 FC1 Floor Material Unf. Lin. (Ib/ft) L -00-00-00 29-02-06 27 7 n/a
2 FC1 Floor Material Unf. Lin. (Ib/ft) L 29-02-06 30-07-04 23 6 n/a
3 10(i 126) Conc. Pt. (Ibs) L 00-00-04 00-00-04 87 34 n/a
Controls Summary Value %Allowable Duration case Location
Pos. Moment 1,525 ft-lbs 62% 100% 3 23-07-01
Neg. Moment -1,861 ft-lbs 75.7% 100% 1 14-05-06
End Reaction 536 lbs 54.4% 100% 2 00-00-00
Int.Reaction 1,254 lbs 59.7% 100% 1 14-05-06
End Shear 443 lbs 30% 100% 3 30-02-14
Cont.Shear 636 lbs 43.1% 100% 1 14-07-02
Total Load Dell. L/566 (0.336") 63.6% n/a 3 22-11-05
Live Load Dell. L/667 (0.285") 71.9% n/a 6 22-08-11
Total Neg. Dell. L/999 (-0.071") n/a n/a 3 09-04-11
Max Dell. 0.336" 33.6% n/a 3 22-11-05
Span/Depth 20 n/a n/a 0 00-00-00
%AI low %AI low
Bearing Supports Dim. (L x W) Value Support Member Material
BO Wall/Plate 1-7/8"x 2" 536 lbs 33.1% 54.4% Unspecified
B1 Wall/Plate 3-1/2"x 2" 1,254 lbs 42.1% 59.7% Unspecified
52 Wall/Plate 4-3/8"x 2" 466 lbs 12.5% 41.4% Unspecified
Notes
Page 1 of 2
Boise Cascade Single 9-1/2" BCI® 5000-1.7 DF Main Levef\FloorJoistsW3(OX
moo— Dry 12 spans I No cantilevers 10/12 slope June 17, 2015 10:55:,,
TIC 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\Main LeveWloor Joistsll3(i93
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
Composite EI value based on 3/4"thick OSB sheathing glued and nailed to member. particular application. Output here based c
building code-accepted design properties
Design based On Dry Service Condition. and analysis methods. Installation of
Deflections less than 1/8"were ignored in the results. BOISE engineered wood products must bi
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 GLULAMTM' SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRANDS,VERSA-STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
taNSoi§e Cascade Single 9-1/2" BCI05000-1.7 DF Main LeveftFloor,loists\J4(071)
kv. Dry 12 spans I No cantilevers 10/12 slope June 17,2015 10:55:55
BC CALC®Design Report 16 OCS Repetitive Glued &nailed construction
Build 3924 File Name: 15-968.mmdl
Job Name: Westwood Homes Description:Designs\FloorJoists\Main Level\FloorJoists\,J4(i971)
Address: Lot 1 Specifier: PDG
City,State,Zip: , Designer:
Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD
Code reports: ESR-1336 Misc:
14-07-14 14-07-14
BO 61 B2
Total Horizontal Product Length=29-03-12
Reaction Summary (Down/ Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO,4-3/8" 353/46 77/0
B1,3-1/2" 951 /0 238/0
B2,4-3/8" 353/46 77/0
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 29-03-12 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 1,254 ft-lbs 51% 100% 2 06-05-08 be verified by anyone who would rely on
Neg. Moment -1,664 ft-lbs 67.7% 100% 1 14-07-14 output as evidence of suitability for
End Reaction 429 lbs 38.1% 100% 2 00-00-00 particular application. Output here based on
Int.Reaction 1,189 lbs 56.6% 100% 1 14-07-14 building code-accepted design properties
End Shear 405 lbs 27.4% 100% 2 00-04-06 and analysis methods. Installation of
BOISE engineered wood products must be
Cont.Shear 585 lbs 39.6% 100% 1 14-06-02 in accordance with current Installation
Total Load Defl. L1741 (0.232") 48.6% n/a 2 07-00-09 Guide and applicable building codes. To
Live Load Defl. L/862 (0.2") 55.7% n/a 6 22-02-01 obtain Installation Guide or ask questions,
Total Neg. Defl. L/999 (-0.047") n/a n/a 2 19-03-14 please call(800)232-0788 before
Max Defl. 0.232" 23.2% n/a 2 07-00-09 installation.
Span/Depth 18.1 n/a n/a 0 00-00-00 BC CALC®, BC FRAMER®,AJSTm,
ALLJOIST®, BC RIM BOARDTm, BCI®,
%Allow %Allow BOISE GLULAMTM, SIMPLE FRAMING
Bearing Supports Dim. (L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM
BO Wall/Plate 4-3/8"x 2" 429 lbs 11.5% 38.1% Unspecified PLUS®,VERSA-RIMS,
B1 Wall/Plate 3-1/2"x 2" 1,189 lbs 40% 56.6% Unspecified VERSA-STRANDS,VERSA-STUDS are
B2 Wall/Plate 4-3/8"x 2" 429 lbs 11.5% 38.1% Unspecified trademarks of Boise Cascade Wood
Products L.L.C.
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.
Calculations assume Member is Fully Braced.
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