Report (165) (t)BoiseCascade - Single 11-7/8" BCI® 5000-1.7 DF �C��t�� ��3�'PASSED
' Upper Level Floor Joists\J1(i1636) I1 5 -so SUZ""te
BC CALC®Design Report Dry 1 2 spans 1 No cant. 1 16 OCS 1 Repetitive 1 Glued &nailed August 30, 2017 18:40:36
Build 5674
Job name: MISSION HOMES File name: 17-001554.mmdl
Address: ELMWOOD A Description: Upper Level\Floor Joists\J1(i1636)
City, State,Zip: Specifier: FPW
Customer: PROBUILD- FOREST GROVE Designer:
Code reports: ESR-1336 Company:
+ • • • • • • + ♦ • • • i • T 0 • • • • • • • • • • 1 • • • •
L 1
14-05-08 10-02-07
BO B1 B2
Total Horizontal Product Length=24-07-15 RECF
Reaction Summary (Down / Uplift) (lbs) �'
Bearing Live Dead Snow Wind Roof Live OCT 9 2011
B0, 2" 335/18 79/0
B1, 5-1/2" 820/0 205/0 CITY o TIGARD
B2,4-3/16" 254/77 44/0 BUILDING DIUiSION
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 24-07-15 53 13 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 1,247 ft-lbs 39.6% 100% 2 06-03-01
Neg. Moment -1,267 ft-lbs 40.2 % 100% 1 14-05-08
End Reaction 415 lbs 38.8 % 100% 2 00-00-00
Int. Reaction 1,025 lbs 40.6% 100% 1 14-05-08
End Shear 404 lbs 24.8 % 100% 2 00-02-00
Cont. Shear 551 lbs 33.9% 100% 1 14-02-12
Total Load Deflection L/1,218 (0.141") 29.6% n\a 2 06-09-14
Live Load Deflection L/999 (0.116") n\a n\a 5 06-09-14
Total Neg. Defl. L/999 (-0.021") n\a n\a 2 18-03-11
Max Defl. 0.141" 14.1 % n\a 2 06-09-14
Span/Depth 14.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Hanger 2"x 2" 415 lbs 35.0% 38.8% IUS 2.06/11.88
B1 Wall/Plate 5-1/2"x 2" 1,025 lbs 21.9% 40.6% Unspecified Disclosure
B2 Wall/Plate 4-3/16"x 2" 299 lbs 8.4% 21.0% Unspecified Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement(EULA).
Cautions Completeness and accuracy of input
Hanger IUS 2.06/11.88 requires(10) 10d face nails, (2) Strong-Grip joist nails. must be reviewed and verified by a
Hanger model IUS 2.06/11.88 was not found. Hanger has not been analyzed for adequate capacity. qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
Notes evidence of suitability for a particular
application.The output here is based on
Design meets User specified (L/360)Total load deflection criteria. building code-accepted design
Design meets User specified (U480) Live load deflection criteria. properties and analysis methods.
Design meets arbitrary(1") Maximum total load deflection criteria. Installation of Boise Cascade
engineered wood products must be in
Design meets arbitrary(0.75") Maximum live load deflection criteria. accordance with current Installation
Calculations assume member is fully braced. Guide and applicable building codes.To
Hanger Manufacturer: Simpson Strong-Tie, Inc. obtain Installation Guide or ask
Composite El value based on 7/8"thick OSB sheathing glued and nailed to member. questions, please call(800)232-0788
Design based on Dry Service Condition. before installation.
BC CALC®, BC FRAMER®,AJST"",
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,BC FloorValueTM
VERSA-LAM®,VERSA-RIM PLUS®,
Page 1 of 1
®BoiseCascadeSingle 11-7/8" BCI® 5000-1.7 DF PASSED
Upper LevellFloor JoistslJ2(i1668)
BC CALC®Design Report Dry I 1 span I No cant. 116 OCS I Repetitive I Glued&nailed August 30, 2017 18:40:36
Build 5674
Job name: MISSION HOMES File name: 17-001554.mmdl
Address: ELMWOOD A Description: Upper Level\Floor Joists\J2(i1668)
City, State,Zip: Specifier: FPW
Customer: PROBUILD- FOREST GROVE Designer:
Code reports: ESR-1336 Company:
• • • • • • • • 1 • • . • • • 0 • • • • • • ♦ • * • • • • * * ♦ 1
,
i
13-01-11
BO
B1
Total Horizontal Product Length=13-01-11
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,4-3/16" 355/0 89/0
B1, 2" 346/0 86/0
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 13-01-11 53 13 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 1,355 ft-lbs 43.0% 100% 1 06-07-15
End Reaction 432 lbs 40.4% 100% 1 13-01-11
End Shear 421 lbs 25.9% 100% 1 00-04-03
Total Load Deflection L/1,165(0.131") 30.9% n\a 1 06-07-15
Live Load Deflection L/999(0.105") n\a n\a 2 06-07-15
Max Defl. 0.131" 13.1 % n\a 1 06-07-15
Span/Depth 12.9
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Wall/Plate 4-3/16"x 2" 444 lbs 12.5% 31.2% Unspecified
B1 Hanger 2"x 2" 432 lbs 36.5% 40.4% IUS 2.06/11.88
Cautions
Hanger IUS2.06/11.88 requires(10) 10d face nails, (2)Strong-Grip joist nails.
Disclosure
Notes Use of the Boise Cascade Software is
Design meets User specified (L/360)Total load deflection criteria. subject to the terms of the End User
Design meets User specified (L/480) Live load deflection criteria. License Agreement(EULA).
Design meets arbitrary(1") Maximum total load deflection criteria. Completeness and accuracy of input
must be reviewed and verified by a
Design meets arbitrary(0.75") Maximum live load deflection criteria. qualified engineer or other appropriate
Calculations assume member is fully braced. expert to assure its adequacy, prior to
Hanger Manufacturer: Simpson Strong-Tie, Inc. anyone relying on such output as
Composite El value based on 7/8"thick OSB sheathing glued and nailed to member. evidence of suitability for a particular
application.The output here is based on
Design based on Dry Service Condition. building code-accepted design '
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions, please call(800)232-0788
before installation.
BC CALC®, BC FRAMER®,AJSTM^
ALLJOIST®,BC RIM BOARDTM, BCI®,
BOISE GLULAMTM, BC FloorValueTM
VERSA-LAM®,VERSA-RIM PLUS®,
Page 1 of 1
®Boise Cascade o— Single 11-7/8" BCI® 5000-1.7 DF PASSED
Upper LevellFloor JoistslJ2(i1680)
BC CALC®Design Report Dry I 2 spans I R cant. 1 16 OCS I Repetitive I Glued& nailed August 30, 2017 18:40:36
Build 5674
Job name: MISSION HOMES File name: 17-001554.mmdl
Address: ELMWOOD A Description: Upper Level\Floor Joists\J2(i1680)
City, State,Zip: Specifier: FPW
Customer: PROBUILD-FOREST GROVE Designer:
Code reports: ESR-1336 Company:
X
f2
y
10-08-11
BO o2-os o�
B1
Total Horizontal Product Length=13-02-02
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,4-3/16" 294/15 70/0
B1, 3-1/2" 425/0 106/0
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 13-02-02 53 13 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 888 ft-lbs 28.2% 100% 2 05-05-09
Neg. Moment -201 ft-lbs 6.4% 100% 1 10-08-11
End Reaction 363 lbs 25.5% 100% 2 00-00-00
Int. Reaction 531 lbs 18.6% 100% 1 10-08-11
End Shear 340 lbs 20.9% 100% 2 00-04-03
Cont. Shear 357 lbs 22.0% 100% 1 10-06-15
Total Load Deflection L/999(0.062") n\a n\a 2 05-05-09
Live Load Deflection L/999(0.051") n\a n\a 5 05-05-09
Total Neg. Defl. 2xL/1,998(-0.035") n\a n\a 2 13-02-02
Max Defl. 0.062" n\a n\a 2 05-05-09
Cant. Max Defl. -0.035" n\a n\a 2 13-02-02
Span/Depth 10.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Wall/Plate 4-3/16"x 2" 363 lbs 10.2% 25.5% Unspecified
B1 Wall/Plate 3-1/2"x 2" 531 lbs 17.8% 23.6% Unspecified Disclosure
Use of the Boise Cascade Software is
Cautions subject to the terms of the End User
License Agreement(EULA).
Design assumes Top and Bottom flanges to be restrained. Completeness and accuracy of input
must be reviewed and verified by a
Notes qualified engineer or other appropriate
expert to assure its adequacy,prior to
Design meets User specified (L/360)Total load deflection criteria. anyone relying on such output as
Design meets User specified (L/480) Live load deflection criteria. evidence of suitability for a particular
application.The output here is based on
Design meets arbitrary(1") Maximum total load deflection criteria. building code-accepted design
Design meets arbitrary(1") Cantilever Maximum total load deflection criteria. properties and analysis methods.
Design meets arbitrary(0.75") Maximum live load deflection criteria. Installation of Boise Cascade
engineered wood products must be in
Calculations assume member is fully braced. accordance with current Installation
Composite El value based on 7/8"thick OSB sheathing glued and nailed to member. Guide and applicable building codes.To
Design based on Dry Service Condition. obtain Installation Guide or ask
Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. questions, please call(800)232-0788
before installation.
BC CALC®, BC FRAMER®,AJST""
ALLJOIST®,BC RIM BOARDTM, BCI®,
BOISE GLULAMTM,BC FloorValueTM"
VERSA-LAM®,VERSA-RIM PLUS®,
Page 1 of 1
�j)Boise Cascade — DF PASSED Single 11-7/8" BCI® 60-2.0
V.% r Upper LevellFloor Joists1J7(i1660)
BC CALC®Design Report Dry 12 spans 1 No cant. 116 OCS ! Repetitive 1 Glued&nailed August 30,2017 18:40:36
Build 5674
Job name: MISSION HOMES File name: 17-001554.mmdl
Address: ELMWOOD A Description: Upper Level\Floor Joists\J7(i1660)
City, State, Zip: Specifier: FPW
Customer: PROBUILD-FOREST GROVE Designer:
Code reports: ESR-1336 Company:
X
18-11-14
BO B1 14-05-05
B2
Total Horizontal Product Length=33-05-03
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO,4-3/16" 423/22 99/0
B1, 27-1/2" 1,125/0 277/0
B2, 2" 322/66 70/0
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 33-05-03 53 13 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 1,873 ft-lbs 30.0% 100% 2 07-09-07
Neg. Moment -1,951 ft-lbs 31.3% 100% 1 17-10-02
End Reaction 519 lbs 36.4% 100% 2 00-00-00
Int. Reaction 1,384 lbs 43.3% 100% 1 18-11-14
End Shear 496 lbs 29.6% 100% 2 00-04-03
Cont. Shear 696 lbs 41.6% 100% 1 17-10-02
Total Load Deflection L/1,097(0.205") 32.8% n\a 2 08-06-11
Live Load Deflection L/1,304(0.172") 36.8 % n\a 5 08-06-11
Total Neg. Defl. L/999 (-0.037") n\a n\a 2 23-03-03
Max Defl. 0.205" 20.5% n\a 2 08-06-11
Span/Depth 18.9
Dist. Load (B1) 66.67 lb/ft 3.1 % 100%
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Wall/Plate 4-3/16"x 2-5/16" 519 lbs 12.6% 36.4% Unspecified Disclosure
131 Wall/Plate 27-1/2"x 2-5/16" 1,384 lbs 5.1 % 43.3% Unspecified Use of the Boise Cascade Software is
B2 Hanger 2"x 2-5/16" 375 lbs 31.6% 30.3% IUS 2.37/11.88 subject to the terms of the End User
License Agreement(EULA).
Completeness and accuracy of input
Cautions must be reviewed and verified by a
Hanger IUS 2.37/11.88 requires(10) 10d face nails, (2) Strong-Grip joist nails. qualified engineer or other appropriate
Hanger model IUS 2.37/11.88 was not found. Hanger has not been analyzed for adequate capacity. anyort to assure its adequacy, prior to
g y qanyone relying on such output as
evidence of suitability for a particular
Notes application.The output here is based on
building code-accepted design
Design meets User specified (L/360)Total load deflection criteria. properties and analysis methods.
Design meets User specified (L/480) Live load deflection criteria. Installation of Boise Cascade
Design meets arbitrary(1") Maximum total load deflection criteria. engineered wood products must be in
accordance with current Installation
Design meets arbitrary(0.75") Maximum live load deflection criteria. Guide and applicable building codes.To
Calculations assume member is fully braced. obtain Installation Guide or ask
Hanger Manufacturer: Simpson Strong-Tie, Inc. questions, please call(800)232-0788
Composite El value based on 7/8"thick OSB sheathing glued and nailed to member. before installation.
Design based on Dry Service Condition. BC CALC®, BC FRAMER®,AJSTM,
ALLJOIST®, BC RIM BOARDTM, BCI®,
BOISE GLULAMTM,BC FloorValueTM
VERSA-LAM®,VERSA-RIM PLUS®,
Page 1 of 1
III
®Boise Cascade Single 11-7/8" BCI® 60-2.0 DF PASSED
" X Upper LevellFloor Joists1J8(i1695)
BC CALC®Design Report Dry 1 1 span I No cant. 1 16 OCS I Repetitive I Glued&nailed August 30, 2017 18:40:36
Build 5674
Job name: MISSION HOMES File name: 17-001554.mmdl
Address: ELMWOOD A Description: Upper Level\Floor Joists\J8(i1695)
City, State,Zip: Specifier: FPW
Customer: PROBUILD- FOREST GROVE Designer:
Code reports: ESR-1336 Company:
• • i • . i • • ♦ . • • 1 0 + • 1 • V V V • I
ii 1
BO 16-04-03
B1
Total Horizontal Product Length=16-04-03
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,2" 431 /0 108/0
B1,4-3/16" 441 /0 110/0
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 16-04-03 53 13 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 2,122 ft-lbs 34.0% 100% 1 08-01-00
End Reaction 539 lbs 43.5% 100% 1 00-00-00
End Shear 528 lbs 31.5% 100% 1 00-02-00
Total Load Deflection L/926(0.207") 38.9% n\a 1 08-01-00
Live Load Deflection L/1,158 (0.165") 41.4% n\a 2 08-01-00
Max Defl. 0.207" 20.7% n\a 1 08-01-00
Span/Depth 16.1
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Hanger 2"x 2-5/16" 539 lbs 45.5% 43.5% IUS 2.37/11.88
B1 Wall/Plate 4-3/16"x 2-5/16" 551 lbs 13.4% 38.7% Unspecified
Cautions
Hanger IUS2.37/11.88 requires(10) 10d face nails, (2)Strong-Grip joist nails.
Notes Disclosure
Use of the Boise Cascade Software is
Design meets User specified (L/360)Total load deflection criteria. subject to the terms of the End User
Design meets User specified (L/480) Live load deflection criteria. License Agreement(EULA).
Design meets arbitrary(1") Maximum total load deflection criteria. Completeness and accuracy of input
Design meets arbitrary(0.75") Maximum live load deflection criteria. must be reviewed and verified by a
qualified engineer or other appropriate
Calculations assume member is fully braced. expert to assure its adequacy,prior to
Hanger Manufacturer: Simpson Strong-Tie, Inc. anyone relying on such output as
Composite El value based on 7/8"thick OSB sheathing glued and nailed to member. evidence of suitability for a particular
Design based on Dry Service Condition. application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions, please call(800)232-0788
before installation.
BC CALC®, BC FRAMER®,AJSTM
ALLJOIST®, BC RIM BOARDTM, BCI®,
BOISE GLULAMTM, BC FloorValueTM
VERSA-LAM®,VERSA-RIM PLUS®,
Page 1 of 1