Report (52) T 2'O\ - f L\1 LA
\�--1 C�? <�,�,. 1/4\ 7--C, y,'
*Boise Cascade Single 5-1/8" x 12" BOISE GLULAMO 24F-V4/DF Upper LeveR...\BM11(i1167)
Drys 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Dropped Beams\BM11(i1167)
Pddress: SELLWOOD 2892R Specifier: GTN L } CJfT
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ANSI 117-2010 Msc:
UUT 2.5 2017
CITYOla'TIGABD
BUILDING DIVISION
13
12 \157 V —.m. V
6
4
1. ,7 5 '.. i 7.. 8r- 9 -, -10 ' 11
19-11-00
BO B1
Total Horizontal Product Length=19-11-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,40" 347/485 142/0 451/0 413/0
B1,3" 528/118 211/0 643/0 547/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Bk2(i1028) Unf.Lin.(lb/ft) L 07-08-11 08-05-11 14 4 n/a
2 Bk2(i1038) Unf.Lin.(lb/ft) L 08-10-05 09-10-13 14 4 n/a
3 Bk2(i1035) Unf.Lin.(lb/ft) L 10-01-03 10-10-04 14 4 n/a
4 Smoothed Load Unf.Lin.(lb/ft) L 10-09-03 19-11-00 1 n/a
5 Bk2(i1040) Unf.Lin.(Ib/ft) L 11-05-03 12-06-14 14 4 n/a
6 Smoothed Load Unf.Lin.(lb/ft) L 12-00-00 16-00-00 51 n/a
7 Bk2(i1029) Unf.Lin.(lb/ft) L 12-09-02 13-10-14 14 4 n/a
8 Bk2(i1033) Unf.Lin.(Ib/ft) L 14-01-03 15-02-14 14 4 n/a
9 Bk2(i1030) Unf.Lin.(lb/ft) L 15-05-03 16-06-14 14 4 n/a
10 Bk2(i1039) Unf.Lin.(lb/ft) L 16-09-03 17-04-08 4 n/a
11 Bk2(i1031) Unf.Lin.(lb/ft) L 18-01-03 19-02-14 14 4 n/a
12 BM3(i1166) Conc.Pt(lbs) L 06-05-14 06-05-14 17 -104 57 67 n/a
13 BM3(i1166) Conc.Pt(lbs) L 06-05-14 06-05-14 -603 n/a
14 - Conc.Pt(lbs) L 07-04-08 07-04-08 75 -4 94 120 n/a
15 J9(11118) Conc.Pt(lbs) L 08-08-00 08-08-00 60 50 73 n/a
16 J10(11099) Conc.Pt.(lbs) L 10-00-00 10-00-00 57 -51 70 88 n/a
17 - Conc.Pt(lbs) L 10-11-08 10-11-08 84 115 188 237 n/a
18 J10(11126) Conc.Pt.(lbs) L 16-08-00 16-08-00 54 n/a
19 BM2(i1115) Conc.Pt.(lbs) L 17-05-06 17-05-06 38 72 172 217 n/a
20 J10(11124) Conc.Pt(lbs) L 18-00-00 18-00-00 52 -16 71 91 n/a
21 J1001070) Conc.Pt.(lbs) L 19-04-00 19-04-00 67 49 67 n/a
Page 1 of2
®Boisecestade Single 5-1/8" x 12" BOISE GLULAMM 24F-V4/DF Upper LeveR...1BM11(i1167)
```���+++111��YYY Drys 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 Ale Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Dropped Beams\BM11(i1167)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ANSI 117-2010 Msc:
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 4,185 ft-lbs 14.8% 115% 15 10-11-02 be verified by anyone who would rely on
Neg.Moment -1,340 ft-lbs 7.1% 100% 2 06-05-14 output as evidence of suitability for
End Shear 970 lbs 7.8% 115% 17 04-04-00 particular application.Output here based
Uplift -343 lbs n/a 100% 2 00-00-00 on building code-accepted design
Total Load Defl. U1,382(0.143") 17.4% n/a 15 11-05-03 properties and analysis methods.
Live Load Defl. L/999(0.117") n/a n/a 35 11-05-02 Installation of BOISE engineered wood
Total Neg.Defl. L/999(-0.018") n/a n/a 2 08-08-00 products must be in accordance with
Max Defl. 0.143" 14.3% n/a 15 11-05-03 current Installation Guide and applicable
Span/Depth 16.5 n/a n/a 0 00-00-00 building codes.To obtain Installation Guide
Distributed Load(B0) -0 lb/ft n/a 100% 0 n/a or ask questions,please call
(800)232-0788 before installation.\n\nBC
Concentrated Load(B0) -0 lbs n/a 100% 0 n/a CALC® BC FRAMER®,AJST"',
ALLJOIST®,BC RIM BOARDTM,BCI®,
%Allow %Allow BOISE GLULAMTM,SIMPLE FRAMING
L x W Value Su ort Member Material
Dim VERSA-LAND,VERSA-RIM
Bearing Supports 1 ) PP SYSTHvt®,VERS ,
BO Wall/Plate 40"x5-1/8" 741 lbs 0.5% 0.6% Unspecified PLUS®,VERSA-RIM®,
B1 Wall/Plate 3"x5-1/8" 1,089 lbs 8.8% 10.9% Unspecified VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Cautions Products L.L.C.
Uplift of-343 lbs found at span 1 -Left.
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.
Calculation assumes member is partially braced.See engineering report for the unbraced
length.
Unbalanced snow loads determined from building geometry were used in selected product's
verification.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 2 of 2
[Tjeoisecosmic. Single 6-3/4" x 21" BOISE GLULAM® 24F-V4/DF Upper Leve11...1BM13(i1168)
(t
Dry( 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Dropped Beams\BM13(i1168)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ANSI 117-2010 Msc:
,s
,8' QO 11 15 16 17 18 19 20 21 22 23
71 5 6
3
1 7
L r2[
22-01-00
BO B1
Total Horizontal Product Length=22-01-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,6-5/16" 5,418/0 14,963/0 7,898/110 8,776/109
B1,5-1/2" 4,971/0 4,729/0 1,348/211 1,459/184
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Rm 1(11170) Unf.Lin.(Ib/ft) L 00-06-08 06-06-00 81 n/a
2 Rm 1(i1170) Unf.Lin.(Ib/ft) L 00-06-08 00-09-12 1,461 937 1,082 n/a
3 Rm1(i1170) Unf.Lin.(Ib/ft) L 01-01-12 06-06-00 620 n/a
4 Rm1(i1170) Unf.Lin.(Ib/ft) L 01-05-12 02-09-12 549 634 n/a
5 Rm 1(i1170) Unf.Lin.(Ib/ft) L 03-05-12 04-09-12 551 638 n/a
6 Rm 1(11170) Unf.Lin.(Ib/ft) L 05-05-12 06-06-00 523 603 n/a
7 Smoothed Load Unf.Lin.(Ib/ft) L 12-01-00 16-01-00 458 115 n/a
8 - Conc.Pt.(lbs) L 00-03-08 00-03-08 506 5,763 3,298 3,811 n/a
9 - Conc.Pt.(lbs) L 00-03-08 00-03-08 -4 n/a
10 J11(i1169) Conc.Pt.(lbs) L 02-01-00 02-01-00 589 n/a
11 J11(i1174) Conc.Pt.(lbs) L 03-05-00 03-05-00 589 n/a
12 JI 1(i1163) Conc.Pt.(lbs) L 04-09-00 04-09-00 462 n/a
13 BM2(i1172) Conc.Pt.(lbs) L 05-06-02 05-06-02 333 n/a
14 - Conc.Pt.(lbs) L 06-06-11 06-06-11 1,101 4,627 3,254 3,764 n/a
15 - Conc.Pt(lbs) L 07-07-06 07-07-06 694 282 -27 -34 n/a
16 J9(i1118) Conc.Pt.(lbs) L 08-09-00 08-09-00 595 328 -14 -21 n/a
17 J10(i1099) Conc.Pt(lbs) L 10-01-00 10-01-00 518 368 -20 -25 n/a
18 - Conc.Pt.(lbs) L 11-02-04 11-02-04 713 344 -54 -68 n/a
19 J10(i1126) Conc.Pt.(lbs) L 16-09-00 16-09-00 484 n/a
20 BM2(i1115) Conc.Pt(lbs) L 17-06-06 17-06-06 312 357 -49 -62 n/a
21 J10(i1124) Conc.Pt.(lbs) L 18-01-00 18-01-00 436 300 -20 -26 n/a
22 J10(i1070) Conc.Pt(lbs) L 19-05-00 19-05-00 612 336 -14 -19 n/a
23 J10(i1075) Conc.Pt.(lbs) L 20-09-00 20-09-00 612 439 -24 -32 n/a
Page 1 of 2
*Boise Cascade
Single 6-3/4" x 21" BOISE GLULAIVID 24F-V4/DF Upper Leve11...1BM13(i1168)
Drys 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Dropped Beams\BM13(i1168)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ANSI 117-2010 Msc:
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 65,896 ft-lbs 72.6% 100% 1 08-09-00 be verified by anyone who would rely on
End Shear 15,883 lbs 55.2% 115% 22 02-03-05 output as evidence of suitability for
Total Load Defl. U420(0.606") 57.1% n/a 14 10-01-00 particular application.Output here based
Live Load Defl. L/870(0.293") 41.4% n/a 39 11-00-02 on building code-accepted design
MaxDefl. 0.606" 60.6% n/a 14 10-01-00 properties and analysis methods.
Span/Depth 12.1 n/a n/a 0 00-00-00 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
or ask questions,please call
BO Wall/Plate 6-5/16"x6-3/4" 25,609 lbs 75.1% 92.4% Unspecified (800)232-0788 before installation.\n\nBC
B1 Wall/Plate 5-1/2"x6-3/4" 9,700 lbs 32.7% 40.2% Unspecified CALC®,BCFRAMER®,AJSTM
ALLJOIST®,BC RIM BOARDTM,BCI®,
Notes BOISE GLULAMT"',SIMPLE FRAMING
Design meets Code minimum(L/240)Total load deflection criteria. SYSTBJI®,VERSA-LAM®,VERSA-RIM
Design meets Code minimum(L/360)Live load deflection criteria. PLUS®,VERSA-RIM®,
Design meets arbitrary(1")Ma>dmum total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Calculation assumes member is partially braced.See engineering report for the unbraced trademarks of Boise Cascade Wood
length. Products L.L.C.
Unbalanced snow loads determined from building geometry were used in selected product's
verification.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 2 of 2
,
®HoiseCsscode Single 11-7/8" BCI® 60-2.0 DF Upper LevellFloor Joists\J10(i1134)
Dry'3 spans I Leftcantilever 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J1001134)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
1
0
IIII Ll u 18-11-14
B1 B2 B3
Total Horizontal Product Length=21-01-15
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,5-1/8" 66/974 0/233
B2,6-3/4" 1,626/0 405/0
B3,2-3/4" 428/0 107/0
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 00-07-04 21-01-15 53 13 n/a
1 FC1 Floor Material Conc.Pt.(lbs) L 00-00-04 00-00-04 19 5 n/a
Controls Summary Value %AllowableDuration Case Location
Pos.Moment 2,054 ft-lbs 32.9% 100% 5 13-02-14
Neg.Moment -1,962 ft-lbs 31.5% 100% 1 02-02-01
End Reaction 5341bs 40.1% 100% 5 21-01-15
Int.Reaction 2,032 lbs 62.5% 100% 5 02-02-01
End Shear 519 lbs 31% 100% 1 20-11-03
Cont.Shear 1,281 lbs 76.5% 100% 5 01-10-11
Uplift -1,208 lbs n/a 100% 2 00-07-04
Uplift -1,208 lbs n/a 100% 2 00-07-04
Total Load Defl. L/870(0.26") 41.4% n/a 5 12-02-08
Live Load Defl. U1,087(0.208") 44.2% n/a 10 12-02-08
Total Neg.Defl. 2xU1,998(-0.009") n/a n/a 5 00-00-00
Max Defl. 0.26" 26% n/a 5 12-02-08
Cant.Max Defl. -0.009" n/a n/a 5 00-00-00
Span/Depth 19 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
B1 Beam 5-1/8"x2-5/16" 1,208 lbs 13.6% 38.1% Unspecified
B2 Beam 6-3/4"x 2-5/16" 2,032 lbs 17.4% 63.5% Unspecified
B3 Wall/Plate 2-3/4"x2-5/16" 534 lbs 19.8% 40.1% Unspecified
Vibration Summary
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0"
Strapping:None Bracing:None
Cautions
*PI of2
®Boisecescadc Single 11-7/8" BCI® 60-2.0 DF Upper LevelRFloor Joists1J10(i1134)
Dryl 3 spans I Leftcantilever 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J10(i1134)
Pddress: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
Uplift of-1,208lbs found at span 1 -Right. Disclosure
Uplift of-1,208 lbs found at span 2-Left. Completeness and accuracy of input must
Design assumes Top and Bottom flanges to be restrained. be verified by anyone who would rely on
output as evidence of suitability for
Design meets User specified(L/360)Total load deflection criteria. particular application.Output here based
Design meets User specified(L/480)Live load deflection criteria. on building code-accepted design
Design meets arbitrary(1")Maximum total load deflection criteria. properties and analysis methods.
Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. Installation of BOISE engineered wood
Calculations assume Member is Fully Braced. products must be in accordance w ith
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. current Installation Guide and applicable
Design based on Dry Service Condition. building codes.To obtain Installation Guide
or ask questions,please call
Deflections less than 1/8"were ignored in the results. (800)232-0788 before installation.\n\nBC
CALL®,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
®BIsecascedeDouble 11-7/8" BCI® 60-2.0 DF Upper LeveRFloor JoistsJ12(i1O66)
Dry' 1 span I No cantilevers 10/12 slope Thursday,September 04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J1201066)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
0
L , j
20-07-07
BO B1
Total Horizontal Product Length=20-07-07
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,2-3/4" 547/0 137/0
B1,4-3/16" 553/0 138/0
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 20-07-07 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 3,389 ft-lbs 27.2% 100% 1 10-03-11 be verified by anyone who would rely on
End Reaction 683 lbs 25.7% 100% 1 00-00-00 output as evidence of suitability for
End Shear 668 lbs 19.9% 100% 1 00-02-12 particular application.Output here based
Total Load Defl. L/790(0.306") 45.6% n/a 1 10-03-11 on building code-accepted design
Live Load Defl. L/988(0.245") 48.6% n/a 2 10-03-11 properties and analysis methods.
Max Defl. 0.306" 30.6% n/a 1 10-03-11 Installation of BOISE engineered wood
Span/Depth 20.4 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
Allow %Allow building codes.To obtain Installation Guide
%Supports Dim.(L x W) Value Support Member Material or ask questions,please call
Bearing PP (800)232-0788 before installation.MMBC
BO Wall/Plate 2-3/4"x 4-5/8" 683 lbs 12.6% 25.7% Unspecified CALM,BC FRAMER®,AJST"",
B1 Wall/Plate 4-3/16"x4-5/8" 691 lbs 8.4% 24.3% Unspecified ALLJOIST®,BC RIM BOARDTM,BC®,
BOISE GLULAMTm,SIMPLE FRAMING
Vibration Summary SYSTEM®,VERSA-LAM,VERSA-RIM
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" PLUS®,VERSA-RIMS,
Strapping:None Bracing:None VB SA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes 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.
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on DryService Condition.
Deflections less than 1/8"were ignored in the results.
Page 1 of 1
®EaiaeCseade Double 11-7/8" BCI® 60-2.0 DF Upper LevelRFloor Joists1J11(i1169)
Drys 1 span No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J11(i1169)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
0
L21-07-07 I4
BO Bt
Total Horizontal Product Length=21-07-07
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,5-7/16" 583/0 146/0
B1,2-3/4" 571/0 143/0
Live Dead Snow Wind Roof Live OCS
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC 1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 21-07-07 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Conpleteness and accuracy of input must
Pos.Moment 3,696 ft-lbs 29.6% 100% 1 10-09-11 be verified by anyone who would rely on
End Reaction 713 lbs 26.8% 100% 1 21-07-07 output as evidence of suitability for
End Shear 698 lbs 20.8% 100% 1 00-05-07 particular application.Output here based
Total Load Defl. L1702(0.36") 51.3% n/a 1 10-09-11 on building code-accepted design
Live Load Defl. L/878(0.288") 54.7% n/a 2 10-09-11 properties and analysis methods.
Max Defl. 0.36" 36% n/a 1 10-09-11 Installation of BOISE engineered wood
Span/Depth 21.3 n/a n/a 0 00-00-00 products mist be in accordance with
current Installation Guide and applicable
Allow %Allow building codes.To obtain Installation Guide
%Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
(800)232-0788 before installationAMnBC
BO Beam 5-7/16"x4-5/8" 728 lbs 3.9% 25.5% Unspecified CALL®,BC FRAMER®,AJST^"
B1 Wall/Plate 2-3/4"x 4-5/8" 713 lbs 13.2% 26.8% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
Vibration Summary SYSTEM®,VERSA-LAM®,VERSA-RIM
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" PLUS®,VERSA-RIM®,
Strapping:None Bracing:None VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes Roducts 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.
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
®RiseCescecieSingle 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor JoistsJ4(i1164)
Dryl 1 span 1 No cantilevers 1 0/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS 1 Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J401164)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
0
L 18-10-15 41
BO B1
Total Horizontal Roduct Length=18-10-15
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,5-7/16" 204/0 51 /0
B1 198/0 50/0
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 18-10-15 21 5 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,128 ft-lbs 35.8% 100% 1 09-08-08 be verified by anyone who would rely on
End Reaction 248 lbs 23.2% 100% 1 18-10-15 output as evidence of suitability for
End Shear 243 lbs 15% 100% 1 00-05-07 particular application.Output here based
Total Load Defl. U1,002(0.221") 35.9% n/a 1 09-08-08 on building code-accepted design
Live Load Defl. U1,252(0.177") 38.3% n/a 2 09-08-08 properties and analysis methods.
Max Defl. 0.221" 22.1% n/a 1 09-08-08 Installation of BOISE engineered wood
Span/Depth 18.6 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC
BO Beam 5-7/16"x2" 255 lbs 3.1% 17.9% Unspecified CALC®,BC FRAME®,AJST"",
B1 Hanger 2"x2" 248 lbs 25.6% 23.2% IU S2.06/11.88 ALLJOIST®,BC RIM BOARDTM,BCIS,
BOISE GLULAMTM,SIMPLE FRAMING
Vibration Summary SYSTEMS,VERSA-LAMS,VERSA-RIM
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" PLUS®,VERSA-RIMS,
Strapping:None Bracing: None VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes Roducts 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 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
,
*BoisoCostatic Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor JoistssJ3(i1090)
Dryl 3 spans I Leftcantilewr 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS 1 Repetith,e I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J3(i1090)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Nisc:
3
.w _
1 J_ 2
�_ z «
0
''II
00-0110411-06-13 LI 18-08-14
B1 B2 B3
Total Horizontal Roduct Length=20-10-15
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,5-1/8" 33/441 18/0 58/0 64/0
B2,6-3/4" 729/0 157/0 0/11 0/13
B3 181/0 45/0 0/0 0/0
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 20-10-15 10 2 n/a
1 FC1 Floor Material Unf.Lin.(lb/ft) L 00-07-04 01-10-11 15 4 n/a
2 FC1 Floor Material Unf.Lin.(lb/ft) L 01-10-11 20-10-15 14 3 n/a
3 - Conc.Pt.(lbs) L 00-01-07 00-01-07 5 99 44 51 n/a
Controls Summary Value %AllowableDuration Case Location
Pos.Moment 850 ft-lbs 27% 100% 5 13-01-08
Neg.Moment -902 ft-lbs 28.6% 100% 1 02-02-01
End Reaction 2251bs 21.1% 100% 5 20-10-15
Int.Reaction 886 lbs 29.5% 100% 5 02-02-01
End Shear 2201bs 13.6% 100% 1 20-08-15
Cont.Shear 5591bs 34.4% 100% 5 01-10-11
Uplift -423 lbs n/a 100% 2 00-07-04
Uplift -423 lbs n/a 100% 2 00-07-04
Total Load Defl. U1,458(0.153") 24.7% n/a 5 12-04-06
Live Load Defl. L/999(0.123") n/a n/a 46 12-04-06
Total Neg.Defl. 2xU1,998(-0.003") n/a n/a 5 00-00-00
Max Defl. 0.153" 15.3% n/a 5 12-04-06
Cant Max Defl. -0.003" n/a n/a 5 00-00-00
Span/Depth 18.8 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Beam 5-1/8"x2" 423 lbs 5.5% 16.9% Unspecified
B2 Beam 6-3/4"x 2" 886 lbs 8.8% 35.1% Unspecified
B3 Hanger 2"x2" 225 lbs 23.2% 21.1% IUS2.06/11.88
Page 1 of2
*Boise cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists J3(i1090)
*Boise
Drys 3 spans I Left cantilever 10/12 slope Thursday,September 04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J301090)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
Vibration Summary Disclosure
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" Completeness and accuracy of input must
Strapping:None Bracing:None be verified by anyone who would rely on
output as evidence of suitability for
Cautions particular application.Output here based
Uplift of-423 lbs found at span 1 -Right. on building code accepted design
Uplift of-423 lbs found at span 2-Left. properties and analysis methods.
Design assumes Top and Bottom flanges to be restrained. Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
Notes building codes.To obtain Installation Guide
Design meets User specified(L/360)Total load deflection criteria. or ask questions,please call
Design meets User specified(L/480)Live load deflection criteria. (800)232-0788 before installation.\n\nBC
Design meets arbitrary(1")Maximum total load deflection criteria. CALC®,BC FRAMER®,AJSTM
Design meets arbitrary(1")CantileverMaxdmum total load deflection criteria. ALLJOIST®,BC RIM BOARDTM,BCI®,
Calculations assume Member is Fully Braced. BOISEGLULAMTM,SIMPLE FRAMING
Hanger Manufacturer: Simpson Strong-Tie,Inc. SYSTEM®,VERSA-LAM®,VERSA-RIM
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. PLUS®,VERSA-RIM®,
Unbalanced snow loads determined from building geometrywere used in selected product's VERSA-STRAND®,VERSA-STUD®are
verification. trademarks of Boise Cascade Wood
Design based on Dry Service Condition. Products L.L.C.
Deflections less than 1/8"were ignored in the results.
Page 2 of 2
• „
elikliSe CeStade Single 11-7/8" BCI® 5000-1.7 DF Upper Level Floor Joists J6(i1067)
Dry 1 2 spans 1 Left cantilever 10/12 slope Thursday,September 04,2014
BC CALC®Design Report M, 16 OCS 1 Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J6(i1067)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 !Visa
0 1
ilea
01-07-07 12-07-12
B1 B2
Total Horizontal Product Length=14-03-03
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,5-1/2" 426/0 107/0
B2 340/9 83/0
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 01-06-07 53 13 n/a
1 FC1 Floor Material Unf.Lin.(lb/ft) L 01-06-07 14-03-03 54 14 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,302ft-lbs 41.3% 100% 4 07-11-11
Neg.Moment -87 ft-lbs 2.8% 100% 1 01-07-07
End Reaction 423 lbs 39.6% 100% 4 14-03-03
Int.Reaction 5331bs 17.8% 100% 1 01-07-07
End Shear 412 lbs 25.4% 100% 4 14-01-03
Cont.Shear 410 lbs 25.2% 100% 1 01-10-03
Total Load Defl. U1,171 (0.129") 30.8% n/a 4 07-11-11
Live Load Defl. L/999(0.104") n/a n/a 8 07-09-12
Total Neg.Defl. 2xU1,998(-0.044") n/a n/a 4 00-00-00
Max Defl. 0.129" 12.9% n/a 4 07-11-11
Cant.Max Defl. -0.044" n/a n/a 4 00-00-00
Span/Depth 12.7 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 5-1/2"x2" 5331bs 11.4% 21.1% Unspecified
B2 Hanger 2"x2" 423 lbs 35.7% 39.6% IUS2.06/11.88
Vibration Summa ry
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0"
Strapping:None Bracing:None
Cautions
Design assumes Top and Bottom flanges to be restrained.
Notes
Page 1 of2
*nose cascade. Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J6(i1067)
Dry I 2 spans I Left cantilever 10/12 slope Thursday,September 04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J6(i1067)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
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 must
rY(1meets arbitrary )
Design " MaArnum total load deflection criteria. be verified by anyone who would rely on
Design meets arbitrary(1")Cantilever Mabmurn total load deflection criteria. output as evidence of suitability for
Calculations assume Member is Fully Braced. particular application.Output here based
Hanger Manufacturer: Simpson Strong-Tie,Inc. on building code-accepted design
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. properties and analysis methods.
Design based on Dry Service Condition. Installation of BOISE engineered wood
Deflections less than 1/8"were ignored in the results. products must be in accordance w ith
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
(800)232-0788 before installation.\n\nBC
CAL®,BC FRAMER®,AJST"^,
ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
SYSTBvf®,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
®Boisecscade
Single 11-7/8" BCI® 5000-1.7 DF Upper LevellFloor Joists\J5(i1108)
Dry' 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\FloorJoists\J5(i 1108)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
0
A
15-10-00
BO B1
Total Horizontal Product Length=15-10-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 455/0 114/0
B1 455/0 114/0
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 15-10-00 58 15 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Corrpleteness and accuracy of input must
Pos.Moment 2,193 ft-lbs 69.6% 100% 1 07-11-00 be verified by anyone who would rely on
End Reaction 569 lbs 53.2% 100% 1 00-00-00 output as evidence of suitability for
End Shear 557 lbs 34.3% 100% 1 00-02-00 particular application.Output here based
Total Load Defl. L/590(0.318") 61.1% n/a 1 07-11-00 on building code-accepted design
Live Load Defl. L/737(0.254") 65.1% n/a 3 07-11-00 properties and analysis methods.
Max Defl. 0.318" 31.8% n/a 1 07-11-00 Installation of BOISE engineered wood
Span/Depth 15.8 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
Allow %Allow building codes.To obtain Installation Guide
% or ask questions,please call
Bearing Supports Dim.(LxW) Value Support Member Material
(800)232-0788 before installation.\n\nBC
BO Hanger 2"x2" 569 lbs 48% 53.2% IUS2.06/11.88 CALOO,BC FRAMER®,AJSTM,
B1 Hanger 2"x2" 569 lbs 10.8% 53.2% IUS 2.06/11.88 ALLJOISTT,BC RIM BOARDTM,BCE,
BOISE GLULAMTM,SIMPLE FRAMING
Vibration Summary SYSTEIM®,VERSA-LAM®,VERSA-RIM
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" PLUS@,VERSA-RIM®,
Strapping:None Bracing:None VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes 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 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
(t)Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor JoistsW1(i1062)
Dry'2 spans I No cantilevers 1 0/12 slope Thursday,September 04,2014
BC CALC®Design Report 16 OCS Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J1(i1062)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
0
L tit
16-09-08 18-01-15
BO 61 B2
Total Horizontal Product Length=34-11-07
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,1-3/4" 398/64 83/0
B1,5-1/2" 1,147/0 287/0
B2,4-3/16" 432/49 96/0
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 34-11-07 54 14 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,942ft-lbs 61.6% 100% 3 26-11-01
Neg.Moment -2,428 ft-lbs 77.1% 100% 1 16-09-08
End Reaction 481 lbs 47.7% 100% 2 00-00-00
Int.Reaction 1,434 lbs 56.8% 100% 1 16-09-08
End Shear 5051bs 31.1% 100% 3 34-07-04
Cont.Shear 7161bs 44.1% 100% 1 17-00-04
Total Load Defl. L/639(0.336") 56.4% n/a 3 26-02-01
Live Load Defl. L/749(0.286") 64% n/a 6 26-02-01
Total Neg.Defl. 0999(-0.071") n/a n/a 3 11-02-01
Max Defl. 0.336" 33.6% n/a 3 26-02-01
Span/Depth 18.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
BO Wall/Plate 1-3/4"x2" 481 lbs 32.3% 47.7% Unspecified
B1 Wall/Plate 5-1/2"x2" 1,434 lbs 30.7% 56.8% Unspecified
B2 Wall/Plate 4-3/16"x2" 528 lbs 14.8% 37.1% Unspecified
Vibration Summary
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0"
Strapping:None Bracing:None
Notes
Page 1 of2
®Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor JoistslJl(i1062)
��WW Dry'2 spans I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J1(i1062)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
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 must
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 El value based on 3/4"thick OSB sheathing glued and nailed to member. particular application.Output here based
Design based on Dry Service Condition. on building code-accepted design
Deflections less than 1/8"were ignored in the results. 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.\n\nBC
CALF,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
Roducts L.L.C.
Page 2 of 2
Y�Boisccascaac Single 11-7/8" BCI® 60-2.0 DF Upper Level1Floor Joists\J14(i1O79)
� Dry' 1 span 1 No cantilevers 10/12 slope Thursday,September 04,2014
BC CALC®Design Report 16 OCS 1 Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J14(i1 079)
Pddress: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company
Code reports: ESR-1336 Msc:
0
I\ j
BO 17-11-03
B1
Total Horizontal Product Length=17-11-03
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 473/0 118/0
B1,4-3/16" 483/0 121 /0
Live Dead Snow Wind Roof Live OCS
Load Summa ry
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 17-11-03 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input rust
Pos.Moment 2,564 ft-lbs 41.1% 100% 1 08-10-02 be verified by anyone who would rely on
End Reaction 592 lbs 47.8% 100% 1 00-00-00 output as evidence of suitability for
End Shear 581 lbs 34.7% 100% 1 00-02-00 particular application.Output here based
Total Load Defl. LJ682(0.309") 52.8% n/a 1 08-10-02 on building code-accepted design
Live Load Defl. LJ852(0.247") 56.3% n/a 2 08-10-02 properties and analysis methods.
Max Defl. 0.309" 30.9% n/a 1 08-10-02 Installation of BOISE engineered wood
Span/Depth 17.7 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
or ask questions,please call
Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC
BO Hanger 2"x2-5/16" 592 lbs 11.2% 47.8% IUS 2.37/11.88 CALL®,BC FRAMER®,AJST"^,
B1 Wall/Plate 4-3/16"x2-5/16" 604 lbs 14.7% 42.4% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMT9,SIMPLE FRAMING
Vibration Summary SYSTEM®,VERSA-LAM®,VERSA-RIM
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" PLUS®,VERSA-RIM®,
Strapping:None Bracing:None VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes 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 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
®BoiseCaseode Single 11-7/8" BCI® 60-2.0 DF Upper LeveRFloor JoistsJ13(i1080)
Dry' 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J1301080)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
, .
J
18-04-11
BO B1
Total Horizontal Product Length=18-04-11
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,5-1/2" 481/0 120/0
B1,4-3/16" 488/0 122/0
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 00-02-12 18-04-11 53 13 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 2,613 ft-lbs 41.9% 100% 1 09-02-06 be verified by anyone who would rely on
End Reaction 609 lbs 42.8% 100% 1 18-04-11 output as evidence of suitability for
End Shear 586 lbs 35% 100% 1 00-05-08 particular application.Output here based
Total Load Defl. L/664(0.32") 54.2% n/a 1 09-02-06 on building code-accepted design
Live Load Defl. L/830(0.256") 57.8% n/a 2 09-02-06 properties and analysis rrethods.
Max Defl. 0.32" 32% n/a 1 09-02-06 Installation of BOISE engineered wood
Span/Depth 17.9 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
(800)232-0788 before installationAMnBC
BO Wall/Plate 5-1/2"x 2-5/16" 601 lbs 11.1% 42.2% Unspecified CALQ1,BC FRAMER®,AJST""
B1 Wall/Plate 4-3/16"x2-5/16" 609 lbs 14.8% 42.8% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
Vibration Summary SYSTEM®,VERSA-LA MO,VERSA-RIM
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" PLUS®,VERSA-RIM®,
Strapping:None Bracing:None VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes 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.
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
*Baisecascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists J7(i1069)
Dry'2 spans I Leftcantile�er 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS 1 Repetitive'Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists W701069)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 !Visa
4
3
1 r, 2.
0„ sL i 'c�a.� , 1--- ti --T7-1,
7
01-07-07 12-02-08
B1 B2
Total Horizontal Roduct Length=13-09-15
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,5-1/2" 251/0 220/0 72/0 99/12
B2,1-3/4" 196/4 31 /0 0/8 1/11
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 13-09-15 25 6 n/a
1 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 01-04-11 8 2 n/a
2 FC1 Floor Material Unf.Lin.(lb/ft) L 01-04-11 13-09-15 7 2 n/a
3 E28(i250) Conc.Pt(lbs) L 00-01-07 00-01-07 140 57 88 n/a
4 E28(i250) Conc.Pt.(lbs) L 00-01-07 00-01-07 -11 n/a
Controls Summary Value %AllowableDuration Case Location
Pos.Moment 626 ft-lbs 19.9% 100% 3 08-00-14
Neg.Moment -325ft-lbs 9% 115% 21 01-07-07
End Reaction 227 lbs 22.5% 100% 3 13-09-15
Int.Reaction 4701bs 15.7% 100% 1 01-07-07
End Shear 221 lbs 13.6% 100% 3 13-08-03
Cont Shear 254 lbs 15.6% 100% 1 01-10-03
Total Load Defl. U999(0.058") n/a n/a 3 07-09-03
Live Load Defl. L/999(0.055") n/a n/a 32 07-07-05
Total Neg.Defl. 2xU1,998(-0.012") n/a n/a 3 00-00-00
Max Defl. 0.058" n/a n/a 3 07-09-03
Cant.Max Defl. 0.014" n/a n/a 4 00-00-00
Span/Depth 12.3 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L xW) Value Support Member Material
B1 Wall/Plate 5-1/2"x2" 4701bs 10.3% 18.6% Unspecified
B2 Wall/Plate 1-3/4"x2" 227 lbs 15.2% 22.5% Unspecified
Page 1 of2
®Boisocascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J7(i1069)
��Y
Dry'2 spans I Left cantilever 10/12 slope Thursday,September 04,2014
BC CALC®Design Report 16 OCS I Repetitive Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J7(i1069)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
Vibration Summary Disclosure
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" Completeness and accuracy of input must
Strapping:None Bracing:None be verified by anyone who would rely on
output as evidence of suitability for
Cautions particular application.Output here based
Design assumes Top and Bottom flanges to be restrained on building code-accepted design
properties and analysis methods.
Notes Installation of BOISE engineered wood
products must be in accordance with
Design meets User specified(L/360)Total load deflection criteria. current Installation Guide and applicable
Design meets User specified(L/480)Live load deflection criteria. building codes.To obtain Installation Guide
Design meets arbitrary(1")Maximum total load deflection criteria. or ask questions,please call
Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. (800)232-0788 before installation.\n\nBC
Calculations assume Member is Fully Braced. CALL®,BC FRAMER®,AJSTM,
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. ALLJOIST®,BC RIM BOARDTM,BCI®,
Unbalanced snow loads determined from building geometry were used in selected product's BOISEGLULAMTM,SIMPLE FRAMING
verification. SYSTBVI®,VERSA-LAMS,VERSA-RIM
Design based on Dry Service Condition. PLUS®,YERSA-RIM®,
Deflections less than 1/8"were ignored in the results. VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Products L.L.C.
Page2 of2
• , . ,
®BeiseCascacfe
Single 11-7/8" BCI® 5000-1.7 DF Upper LevellFloor Joists1J8(i1061)
Drys 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J8(i1061)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 (Viso:
1
0
L J
12-01-12
BO B1
Total Horizontal Product Length=12-01-12
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,2" 293/0 73/0
B1,1-3/4" 286/0 72/0
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 12-01-12 21 5 n/a
1 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 11-09-13 27 7 n/a
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 1,075 ft-lbs 34.1% 100% 1 06-00-13 be verified by anyone who would rely on
End Reaction 358 lbs 35.4% 100% 1 12-01-12 output as evidence of suitability for
End Shear 356 lbs 21.9% 100% 1 00-02-00 particular application.Output here based
Total Load Defl. L/999(0.098") n/a n/a 1 06-00-13 on building code-accepted design
Live Load Defl. L/999(0.078") n/a n/a 2 06-00-13 properties and analysis methods.
Max Defl. 0.098" n/a n/a 1 06-00-13 Installation of BOISE engineered wood
Span/Depth 12.1 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
Allow %Allow building codes.To obtain Installation Guide
Bearing %Supports Dim.(LxW) Value Support Member Material
or ask questions,please call
Pp (800)232-0788 before installationAMnBC
BO Wall/Plate 2"x2" 366 lbs 21.5% 34.2% Unspecified CALL®,BC FRAMER®,AJST"",
B1 Wall/Plate 1-3/4"x 2" 358 lbs 24% 35.4% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
Vibration Summary SYSTEM®,VERSA-LAM®,VERSA-RIM
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" PLUS®,VI32SA-RIMS,
Strapping:None Bracing:None VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Notes 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.
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
®Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists\J2(i1119)
Drys 3 spans I LeftcantileN,er 10/12 slope Thursday,September04,2014
BC CALC®Design Report = 16 OCS I Repetitive I Glued&nailed construction
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J201119)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
5
4
2 I3
f
01-07-07w 12-02-08 16-06-12
B1 B2 B3
Total Horizontal Product Length=30-04-11
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1,5-1/2" 373/0 242/0 46/0 46/7
B2,3-1/2" 952/0 212/0 0/6 1/6
B3 385/24 93/0 1/0 1/0
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 01-07-07 52 13 n/a
1 FC1 Floor Material Unf.Lin.(lb/ft) L 01-07-07 30-04-11 27 7 n/a
2 FC1 Floor Material Unf.Lin.(Ib/ft) L 01-07-07 13-09-15 25 6 n/a
3 FC1 Floor Material Unf.Lin.(lb/ft) L 13-09-15 30-04-11 27 7 n/a
4 E28(i250) Conc.Pt.(lbs) L 00-01-07 00-01-07 148 25 40 n/a
5 E28(i250) Conc.Pt.(lbs) L 00-01-07 00-01-07 -6 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1,661 ft-lbs 52.7% 100% 2 23-02-09
Neg.Moment -1,689 ft-lbs 53.6% 100% 5 13-09-15
End Reaction 478 lbs 44.7% 100% 2 30-04-11 1
Int.Reaction 1,1641bs 40.9% 100% 5 13-09-15
End Shear 466 lbs 28.7% 100% 2 30-02-11
Cont.Shear 641 lbs 39.5% 100% 5 13-11-11
Total Load Defl. U792(0.249") 45.5% n/a 2 22-06-09
Live Load Defl. L/971 (0.203") 49.5% n/a 47 22-06-09
Total Neg.Defl. L/999(-0.054") n/a n/a 2 08-08-04
Max Defl. 0.249" 24.9% n/a 2 22-06-09
Cant.Max Defl. 0.028" n/a n/a 2 00-00-00
Span/Depth 16.6 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 WaII/PI ate 5-1/2"x2" 616 lbs 13.2% 24.4% Unspecified
B2 Wall/Plate 3-1/2"x2" 1,1641bs 39.1% 51.7% Unspecified
B3 Hanger 2"x2" 478 lbs 7.4% 44.7% IUS 2.06/11.88
Page 1 of2
*Boise cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J2(i1119)
Dry)3 spans I Leftcantilever I 0/12 slope Thursday,September04,2014
BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction
Build 3299 Ale Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Floor Joists\J201119)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ESR-1336 Msc:
Vibration Summary Disclosure
Subfloor:3/4"OSB,Glue+Nail Gypsum Ceiling:0" Completeness and accuracy of input must
Strapping:None Bracing:None be verified by anyone who would rely on
output as evidence of suitability for
Ca utions particular application.Output here based
Design assumes Top and Bottom flanges to be restrained. on building code-accepted design
properties and analysis methods.
Notes Installation of BOISE engineered wood
products must be in accordance w ith
Design meets User specified(L/360)Total load deflection criteria. current Installation Guide and applicable
Design meets User specified(L/480)Live load deflection criteria. building codes.To obtain Installation Guide
Design meets arbitrary(1")Maximum total load deflection criteria. or ask questions,please call
Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. (800)232-0788 before installation.\n\nBC
Calculations assume Member is Fully Braced. CALC®,BC FRAMER®,AJSTM
Hanger Manufacturer: Simpson Strong-Tie,Inc. ALLJOIST®,BC RIM BOARDTM,BCI®,
Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. BOISEGLULAMTM,SIMPLE FRAMING
Unbalanced snow loads determined from building geometry were used in selected product's SYSTEM®,VERSA-LAM®,VERSA-RIM
verification. PLUS®,VERSA-RIM®,
Design based on Dry Service Condition. VERSA-STRAND®,VERSA-STUD®are
Deflections less than 1/8"were ignored in the results. trademarks of Boise Cascade Wood
Products L.L.C.
Page2 oft
*noise Cascade Single 5-1/2" x 11-7/8" BOISE GLUL , 0 24F-V4/DF Upper LeveR...1BM12(i1064)
Dry' 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Flush Beams\BM12(i1064)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ANSI 117-2010 !Visa
3 5 7
PE ,-, .
x
15-02-08
BO B1
Total Horizontal Product Length=15-02-08
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,5-1/2" 4,021 /40 1,152/0 3/0 2/0
B1,5-1/2" 2,879/3 855/0 0/0 0/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Smoothed Load Unf.Lin.(Ib/ft) L 00-01-00 04-01-00 357 90 n/a
2 Smoothed Load Unf.Lin.(lb/ft) L 02-09-00 14-09-00 369 92 n/a
3 J2(11119) Conc.Pt.(lbs) L 00-09-00 00-09-00 391 95 1 n/a
4 J2(i1119) Conc.Pt.(lbs) L 00-09-00 00-09-00 -25 n/a
5 J2(11131) Conc.Pt.(lbs) L 02-01-00 02-01-00 391 96 1 1 n/a
6 J2(11131) Conc.Pt.(lbs) L 02-01-00 02-01-00 -18 n/a
7 BM4(i1095) Conc.Pt.(lbs) L 04-10-10 04-10-10 244 103 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 14,723 ft-lbs 56.9% 100% 1 07-05-00
End Shear 4,382 lbs 38% 100% 1 01-05-06
Total Load Defl. L/430(0.402") 55.8% n/a 1 07-05-00
Live Load Defl. U557(0.311") 64.6% n/a 21 07-05-00
Max Defl. 0.402" 40.2% n/a 1 07-05-00
Span/Depth 14.6 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Wall/Plate 5-1/2"x5-1/2" 5,1741bs 40.2% 26.3% Unspecified
B1 Wall/Plate 5-1/2"x5-1/2" 3,7341bs 29% 19% Unspecified
Notes
Page 1 of2
1111
®' WS*COSgdc Single 5-1/2" x 11-7/8" BOISE GLUL 0 24F-V4/DF Upper Leve11...1BM12(i1064)
�YYY Dry'1 span I No cantilevers I 0/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Flush Beams\BM12(i1064)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code report: ANSI 117-2010 Msc:
Design meets Code minimum(L/240)Total load deflection criteria. Disclosure
Design meets Code minimum(L/360)Live load deflection criteria. Completeness and accuracy of input must
Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely on
Calculation assumes member is partially braced.See engineering report for the unbraced output as evidence of suitability for
length. particular application.Output here based
Unbalanced snow loads determined from building geometry were used in selected product's on building code-accepted design
verification. properties and analysis methods.
Design based on Dry Service Condition. Installation of BOISE engineered wood
Deflections less than 1/8"were ignored in the results. products must be in accordance w ith
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
(800)232-0788 before installation.\n\nBC
CALL®,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
I Y . r
®Boisesscede Single 3-1/2" x 11-7/8" BOISE GLULAM®24F-V4/DF Upper LeveR... BM10(i1151)
Drys 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Flush Beams\BM10(i1151)
Address: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROW Company
Code reports: ANSI 117-2010 Iufsc:
r
ie
19
�8 19 12 11 ��j
0 12-08-00
BO B1
Total Horizontal Product Length=12-08-00
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B0,3-1/2" 2,534/79 744/0 15/0 12/0
B1,5-1/2" 1,176/155 386/0 23/0 21 /1
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Smoothed Load Unf.Lin.(Ib/ft) L 01-06-08 05-06-08 262 65 n/a
2 User Load Unf.Lin.(Ib/ft) L 02-05-00 05-05-00 320 80 n/a
3 Smoothed Load Trapezoidal(lb/ft) L 05-06-08 63 n/a
09-06-08 115 n/a
4 - Conc.Pt.(lbs) L 00-10-08 00-10-08 740 184 n/a
5 - Conc.Pt.(lbs) L 00-10-08 00-10-08 -5 n/a
6 - Conc.Pt.(lbs) L 02-04-01 02-04-01 244 103 n/a
7 - Conc.Pt.(lbs) L 02-04-01 02-04-01 -6 n/a
8 J6(i1067) Conc.Pt.(lbs) L 03-06-08 03-06-08 -6 n/a
9 J6(i1136) Conc.Pt.(lbs) L 04-10-08 04-10-08 -6 n/a
10 - Conc.Pt.(lbs) L 06-07-06 06-07-06 72 64 11 14 n/a
11 - Conc.Pt.(lbs) L 06-07-06 06-07-06 -51 n/a
12 J6(i1150) Conc.Pt.(lbs) L 07-06-08 07-06-08 -36 36 4 5 n/a
13 J6(i1153) Conc.Pt.(lbs) L 08-10-08 08-10-08 -43 40 3 6 n/a
14 J6(i1153) Conc.Pt.(lbs) L 08-10-08 08-10-08 -1 n/a
15 BM5(i1156) Conc.Pt.(lbs) L 10-02-02 10-02-02 141 48 6 8 n/a
16 BM5(i1156) Conc.Pt.(lbs) L 10-02-02 10-02-02 -43 n/a
17 BM5(i1156) Conc.Pt.(lbs) L 10-02-02 10-02-02 -1 n/a
18 J8(i1152) Conc.Pt.(lbs) L 11-06-08 11-06-08 137 25 n/a
19 J8(i1152) Conc.Pt.(lbs) L 11-06-08 11-06-08 -38 n/a
Page 1 oft
®BoiseCaseede Single 3-1/2" x 11-7/8" BOISE GLUL A 0 24F-V4/DF Upper LeveR...1BM10(i1151)
Drys 1 span I No cantilevers 10/12 slope Thursday,September04,2014
BC CALC®Design Report
Build 3299 File Name: 14-995.mmdl
Job Name: MISSION HOMES Description:Designs\Upper Level\Flush Beams\BM10(i1151)
Pddress: SELLWOOD 2892R Specifier: GTN
City,State,Zip:, Designer:
Customer: PROBUILD-FOREST GROVE Company.
Code reports: ANSI 117-2010 Msc:
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos.Moment 7,571 ft-lbs 46% 100% 1 04-10-08 be verified by anyone who would rely on
End Shear 2,885 lbs 39.3% 100% 1 01-03-06 output as evidence of suitability for
Total Load Defl. L/689(0.21") 34.8% n/a 1 05-09-12 particular application.Output here based
Live Load Defl. L/901 (0.16") 39.9% n/a 22 05-09-12 on building code-accepted design
Max Defl. 0.21" 21% n/a 1 05-09-12 properties and analysis methods.
Span/Depth 12.2 n/a n/a 0 00-00-00 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
orBO Post 3-1/2"x 3-1/2" 3,277 lbs 33.4% 41.2% Unspecified (800)232-0788 ask questions,beforeplin call
installation.\n\nBC
B1 Wall/Plate 5-1/2"x3-1/2" 1,563 lbs 19.1% 12.5% Unspecified CA LC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDTM,BCI®,
Notes BOISE GLULAMTM,SIMPLE FRAMING
Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM®®,VERSA-LAMB,VERSA-RIM
Design meets Code minimum (L/360)Live load deflection criteria. PLUS®,VERSA-RIM®,
Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Calculations assume Member is Fully Braced. trademarks of Boise Cascade Wood
Unbalanced snow loads determined from building geometry were used in selected product's Products L.L.C.
verification.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Page 2 of 2