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Report (22) /Lc 5 Ta-U l S-- 00070 1)-5—C7 cw f , , )Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Leve \Floor oists\J6(i699) Dry12 spans I No cantilevers 10/12 slope June 16,2015 13:15:03 BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J6(i699) Address: Let 3 Specifier: PDG City,State,Zlp: , Designer: Customer. PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: ' , .74F-1:-..14",.„--c. .,. � = e o-° 1O '4� fr u, �77i-,--,4-..'"-- *� uttt:, :'.��� R «, ., A sg ! € w 'aj :Atdw �, : . ,�,, . w ' � ��. ,_�t4: 11-00-04 14-04-06 BO B1 B2 Total Horizontal Product Length=25-04-10 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Uve B0,1-3/4" 399/96 76/0 B1,3-1/2" 1,250/0 312/0 B2,4-3/8" 512/35 119/0 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/fl) L -00-00-00 25-04-10 80 20 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,809 ft lbs 57.4% 100% 3 19-00-04 be verified by anyone who would rely on Neg. Moment -1,921 fl-lbs 61% 100% 1 11-00-04 output as evidence of suitability for End Reaction 475 lbs 47.1% 100% 2 00-00-00 particular application.Output here based on Int.Reaction 1,562 lbs 69.4% 100% 1 11-00-04 building code-accepted design properties and analysis methods. Installation of End Shear 595 los 36.6% 100% 3 25-00-04 BOISE engineered wood products must be Cont.Shear 825 lbs 50.8% 100% 1 11-02-00 in accordance with current Installation Uplift -20 lbs n/a 100% 3 00-00-00 Guide and applicable building codes.To Total Load Defl. L/886(0.19") 40.6% n/a 3 18-05-09 obtain Installation Guide or ask questions, Live Load Defl. L/1,069 (0.158") 44.9% n/a 6 18-05-09 please call(800)232-0788 before Total Neg. Defl. L/999 (-0.03") n/a n/a 3 07-00-03 installation. Max Defl. 0.19" 19% n/a 3 18-05-09 BC CALL®, BC FRAMER®,AJSTM' Span/Depth 14.2 n/a n/a 0 00-00-00 ALLJOIST®, BC RIM BOARDTM', BCI®, BOISE GLULAMTM',SIMPLE FRAMING %Allow %Allow SYSTEM®,VERSA-LAMS,VERSA-RIM Bearing Supports Dim. (L x W) Value Support Member Material PLUS®,VERSA-RIMS, BO WaIVP late 1-3/4"x 2" 475 lbs 31.9% 47.1% Unspecified VERSA-STRAND®,VERSA-STUD®are B1 WaIVP late 3-1/2"x 2" 1,562 lbs 52.5% 69.4% Unspecified trademarks of Boise Cascade Wood B2 WaIVP late 4-3/8"x 2" 632 lbs 17% 44.3% Unspecified 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 El value based on 7/8"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 L. 0 Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists1J3(722) Dry12 spans I No cantilevers 10/12 slope June 16,2015 13:15:03 BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J3(i722) Address: Let 3 Specifier: PDG City,State,Zip: , Designer: Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: L; ©moi w "~ "' y - , .'f" i,;. i- ':,,,,,-;;:(,,,W,„=",,,,,,-- sem ,14 �44, -, s M y" ,f +� � --741,v.,_-,t,,-;..,&„„;,,,,,,„4--,f,„--41,,,,,,„:,x : a . ,'m,, .. �.� .,c�°¢,�?.�;�'w,dPt. «.'�w4 wroa'Po �'.u,rfr,,...!+,:�s.,..:�—�.w,.,e..aE_�iuw .. "� IV � � �' 6Y�; f :'�rF '��� mr S.x., 14-11-10 14-04-08 BO B1 B2 Total Horizontal Product Length=29-04-02 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Uve B0,4-3/8" 540/66 119/0 B1,5-1/2" 1,435/0 359/0 B2,1-3/4" 511 /73 110/0 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. (lb/ft) L 00-00-00 29-04-02 80 20 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Momert 1,974 ft-lbs 62.7% 100% 2 06-07-00 be verified by anyone who would rely on Neg. Momert -2,504 ft-lbs 79.5% 100% 1 14-11-10 output as evidence of suitability for End Reaction 621 lbs 61.5% 100% 3 29-04-02 particular application. Output here based on Int.Reaction 1,794 los 71% 100% 1 14-11-10 building code-accepted design properties End Shear 622 lbs 38.3% 100% 2 00-04-06 and analysis methods. Installation of BOISE engineered wood products must be Cort.Shear 881 lbs 54.2% 100% 1 14-08-14 in accordance with current Installation Total Load Defl. L/791 (0.223") 45.5% n/a 2 07-03-02 Guide and applicable building codes.To Live Load Defl. L/928 (0.19") 51.7% n/a 5 07-03-02 obtain Installation Guide or ask questions, Total Neg. Defl. L/999 (-0.039") n/a n/a 2 19-06-13 please call(800)232-0788 before Max Defl. 0.223" 22.3% n/a 2 07-03-02 installation. Span/Depth 14.8 n/a n/a 0 00-00-00 BC CALC®, BC FRAMER®,AJST"', ALLJOIST®, BC RIM BOARDT"', BCI®, %Allow %Allow BOISE GLULAMT"', SIMPLE FRAMING Bearing Supports Dim. (L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO WaIVPlate 4-3/8"x 2" 658 lbs 17.7% 46.2% Unspecified PLUS®,VERSA-RIM®, B1 WaIVP late 5-1/2"x 2" 1,794 lbs 38.4% 71% Unspecified VERSA-STRAND®,VERSA-STUD®are B2 WaIVP late 1-3/4"x 2" 621 lbs 41.7% 61.5% Unspecified trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets User specified (U360)Total load deflection criteria. Design meets User specified (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 7/8"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 C) Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists1J9(i615) Dry11 span I No cartilevers 10/12 slope June 16,2015 13:15:03 BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J9(i615) Address: Let 3 Specifier: PDG City,State,Zp: , Designer: Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: . x v` 3,C ,.` 4 . "oE�ad �4.k'"F 4:,,,, e ''a ,"' �.V 7;',4 , v Sa� ' 9 �1,!am�,M;;�4:"' �"� IF. , . .y _ ,6 14-10-10 BO B1 Total Horizontal Product Length= 14-10-10 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Uve B0,4-3/8" 581 /0 145/0 1 B1 566/0 142/0 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. (lb/ft) L 00-00-00 14-10-10 77 19 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,525 ft lbs 80.1% 100% 1 07-06-08 be verified by anyone who would rely on End Reaction 708 lbs 66.2% 100% 1 14-10-10 output as evidence of suitability for End Shear 691 lbs 42.6% 100% 1 00-04-06 particular application.Output here based on Total Load Defl. L/598 (0.291") 60.2% n/a 1 07-06-08 building code-accepted design properties Live Load Defl. L1747 (0.233") 64.3% n/a 2 07-06-08 and analysis methods. Installation of ° BOISE engineered wood products must be Max Defl. 0.291 29.1% n/a 1 07-06-08 in accordance with current Installation Span/Depth 14.6 n/a n/a 0 00-00-00 Guide and applicable building codes.To obtain Installation Guide or ask questions, %Al low %Al low please call(800)232-0788 before Bearing Supports Dim. (L x W) Value Support Member Material installation. BO WaIVP late 4-3/8"x 2" 727 lbs 19.5% 51% Unspecified BC CALC®, BC FRAMER®,AJST'" B1 Hanger 2"x 2" 708 lbs 72.9% 66.2% IUS2.06/11.88 ALLJOIST®, BC RIM BOARDT"", BCI®, BOISE GLULAMT"', SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM Hanger IUS2.06/11.88 requires(10)10dx1.5 face nails,(2)Strong-Grip joist nails. PLUS®,VERSA-RIM®, VERSASTRAND®,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 El value based on 7/8"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 L co Boise Cascade Single 117/8nBCI® 5000-1.7 DF Upper Level\Floor Joists\J4(i758) Dry 12 spans I No cantilevers 10/12 slope June 16,2015 13:15:03 BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J4(i758) Address: Let 3 Specifier: PDG City,State,Zp: , Designer: Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: Vr,*4-.T.0.47$,V2P2r41; ` 4. V.„ 7 +` !- p Yr +� 4'ai.sit..a. �'"e ter„ f ,x e r ul 1 b y1. ,trr .4. �: ;a,Fc' s �' F* n 5y s 3?+�.�!k�.2'�. . 4`' , fis�af �, k'�,, '' $:. r � �� .�'.� r h u .-,tat - a"�`.+F,.vs,,r^'�",, ra. ��i�ka,a ',�'� '.n„ ., ,e r*,�s��i.f�s�+�w�-�,,r r� �r,.., ;¢,,,,�. 5�;. ,�� ;,- DP 41 13-09-04 14-04-06 BO B1 B2 Total Horizontal Product Length=28-01-10 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Uve B0, 1-3/4" 490/70 105/0 B1,3-12" 1,374/0 344/0 B2,4-3/8" 519/63 114/0 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. (lb/ft) L -00-00-00 28-01-10 80 20 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,817 ft-lbs 57.7% 100% 3 21-09-04 be verified by anyone who would rely on Neg. Moment -2,290 ft-lbs 72.7% 100% 1 13-09-04 output as evidence of suitability for End Reaction 595 lbs 59% 100% 2 00-00-00 particular application.Output here based on Int.Reaction 1718 lbs 76.3% 100% 1 13-09-04 building code-accepted design properties End Shear 597 lbs 36.7% 100% 3 27-09-04 and analysis methods. Installation of BOISE engineered wood products must be Cort.Shear 851 lbs 52.4% 100% 1 13-11-00 in accordance with current Installation Total Load Defl. L/881 (0.191") 40.8% n/a 3 21-02-09 Guide and applicable building codes.To Live Load Defl. L/1,036 (0.163") 46.3% n/a 6 21-01-07 obtain Installation Guide or ask questions, Total Neg. Deft. L/999 (-0.032") n/a n/a 3 09-04-13 please call(800)232-0788 before Max Defl. 0.191" 19.1% n/a 3 21-02-09 installation. Span/Depth 14.2 n/a n/a 0 00-00-00 BC CALC®, BC FRAMER®,AJSTM', ALLJOIST®, BC RIM BOARD'', BCI®, %Allow %Allow BOISE GLULAMTM', SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO WaIVP late 1-3/4"x 2" 595 lbs 40% 59% Unspecified PLUS®,VERSA-RIM®, B1 WaIVP late 3-1/2"x 2" 1,718 lbs 57.7% 76.3% Unspecified VERSA-STRAND®,VERSA-STUD®are B2 Wall/Plate 4-3/8"x 2" 633 lbs 17% 44.4% 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 El value based on 7/8"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 (4) Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists J3(i747) Dry 12 spans I No cantilevers 10/12 sbpe June 16,201513:15:04 BC CALC®Design Report= 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J3(i747) Address: Let 3 Specifier: PDG City,State,Zp: , Designer. Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: z � '1 ': N` - .. ,�, 'e t ax S a.+f ''':4A,; a. Y J x,:r ', ^� , WE° 3^ � ie a�,y �,,';',A;ii,;;',' �a e- r,-: �,�c,' ?°'9 ^k gyp.. .,s. '�' :.. rr ,�.� *;.::,-,7--,,T #t+'�`d�Z,�%e rJ {^_'':"�&'.., � .i.n,. � �-��,i � 5' � y.'S;��.1 i .,S y.';_..iYt+ "�"f�',:.:. 4P ��x� ;'a^ � �".'. ,?iM...i i ,t��. 14-11-14 14-04-06 BO B1 B2 Total Horizontal Product Length=29-04-04 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 1-3/4" 530/52 119/0 B1,3-12" 1,332/0 333/0 B2,4-3/8" 444/78 92/0 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 00-00-07 29-04-04 40 10 n/a 1 FC2 Floor Material Unf. Lin. (lb/ft) L 00-00-07 14-10-02 40 10 n/a 2 FC2 Floor Material Unf. Lin. (lb/ft) L 14-10-02 29-04-04 28 7 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,052 ft-lbs 65.1% 100% 2 06-06-00 be verified by anyone who would rely on Neg. Moment -2,341 ft-lbs 74.3% 100% 1 14-11-14 output as evidence of suitability for End Reaction 649 bs 64.3% 100% 2 00-00-00 particular application.Output here based on Int.Reaction 1,665 bs 74% 100% 1 14-11-14 building code-accepted design properties Endand analysis methods. Installation of Shear 634 in 39% 100% 2 00-01-12 BOISE engineered wood products must be Cont.Shear 888 bs 54.6% 100% 1 14-10-02 in accordance with current Installation Total Load Defl. L/751 (0.238") 47.9% n/a 2 07-01-03 Guide and applicable building codes.To Live Load Defl. L/893 (0.2") 53.7% n/a 5 07-01-03 obtain Installation Guide or ask questions, Total Neg. Defl. L/999 (-0.047") n/a n/a 2 19-10-01 Please call(800)232-0788 before Max Defl. 0.238" 23.8% n/a 2 07-01-03 installation. Span/Depth 15.1 n/a n/a 0 00-00-00 BC CALC®, BC FRAMER®,AJST"', ALLJOIST®, BC RIM BOARDT'", BCI®, %Allow %Allow BOISE GLULAMT"' SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO WaIVPlate 1-3/4"x 2" 649 lbs 43.6% 64.3% Unspecified PLUS®,VERSA-RIM®, B1 WaIVP late 3-1/2"x 2" 1,665 lbs 56% 74% Unspecified VERSA-STRAND®,VERSASTUD®are B2 WaIVP late 4-3/8"x 2" 536 lbs 14.4% 37.6% 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 El value based on 7/8"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 1of1 Is Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J5(i769) Dry12 spans I No cantilevers 10/12 slope June 16,2015 13:15:04 BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\J5(i769) Address: Let 3 Specifier: PDG City,State,Zp: , Designer: Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: ' f 41, >1 4 .t w E der , ; 3V `� rtifOlinirif1444#4,16itc,,,::44 :4A, �.,' ug� W� �' .._. ___ .a �.. _ d"_ ,:,,e°83t a41-f'4;0'14.r rY aw.. Mt 12-10-10 13-08-08 BO B2 Total Horizontal Product Length=26-07-02 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Uve B0,4-3/8" 470/73 99/0 B1,3-1/2" 1,298/0 324/0 B2,1-3/4" 485/53 108/0 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. (lb/ft) L 00-00-00 26-07-02 80 20 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,707 ft-lbs 54.2% 100% 3 20-07-10 be verified by anyone who would rely on Neg. Moment -2,039 ft-lbs 64.7% 100% 1 12-10-10 output as evidence of suitability for End Reaction 593 lbs 58.7% 100% 3 26-07-02 particular application.Output here based on Irt.Reaction 1,622 lbs 72.1% 100% 1 12-10-10 building code-accepted design properties End Shear 578 lbs 35.6% 100% 3 26-05-06 and analysis methods. Installation of BOISE engineered wood products must be Cort.Shear 817 lbs 50.3% 100% 1 13-00-06 in accordance with current Installation Total Load Defl. L/956 (0.171") 37.7% n/a 3 20-01-03 Guide and applicable building codes.To Live Load Defl. L/1,132 (0.144") 42.4% n/a 6 20-00-01 obtain Installation Guide or ask questions, Total Neg. Defl. L/999 (-0.028") n/a n/a 3 08-07-15 please call(800)232-0788 before Max Defl. 0.171" 17.1% n/a 3 20-01-03 installation. Span/Depth 13.8 n/a n/a 0 00-00-00 BC CALC®, BC FRAMER®,AJST"", ALLJOIST®, BC RIM BOARDT'", BCI®, %Allow %Allow BOISE GLULAMT'", SIMPLE FRAMING Bearing Supports Dim. (L x W) Value Support Member Material SYSTEM®,VERSA-LAM®,VERSA-RIM BO WaIVP late 4-3/8"x 2" 570 lbs 15.3% 40% Unspecified PLUS®,VERSA-RIM®, B1 WaIVP late 3-1/2"x 2" 1,622 lbs 54.5% 72.1% Unspecified VERSA-STRAND®,VERSA-STUD®are B2 WaIVP late 1-3/4"x 2" 593 lbs 39.8% 58.7% Unspecified trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets User specified(L1360)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 El value based on 7/8"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 C) Boise Cascade Single 11-7/8" BCI®5000-1.7 DF Upper Level\Floor Joists\J12(i555) Dry1 2 spans 'Leftcantilever 10/12 slope June 16, 201513:15:04 BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor JoistsU12(i555 Address: Let 3 Specifier: PDG City,State,Zp: , Designer: Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: W 0 +4.,..-1,., :.'' u::.`4t-it m =7, ,. .'m r '.,Y-1 ,gam;- a..i, ., ,g.,':' -, ,k F"-:'+ 1 2'4..se ' ''''N1,* ,s*c a,"''¥.. ,.: c'.'-''�,,,.:.. c 01-01-10 61 03-09-04 B2 Total Horizontal Product Length=04-10-14 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1,5-1/2" 211 /0 538/0 522/0 B2 155/15 0/78 0/122 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. (lb/ft) L 01-01-10 04-10-14 80 20 n/a 1 - Conc. Pt. (lbs) L 00-00-04 00-00-04 49 384 400 n/a Controls Summary Value %Allowable Duration Case Location I Pos. Moment 22 ft-lbs 0.7% 100% 3 04-01-13 Neg. Moment -875 ft-lbs 24.2% 115% 4 01-01-10 End Reaction -200 lbs 12.1% 115% 4 04-10-14 Int.Reaction 1,087 lbs 31.5% 115% 9 01-01-10 End Shear 203 lbs 10.9% 115% 4 04-08-14 Cont.Shear 784 lbs 42% 115% 4 00-10-14 Upift -200lbs n/a 115% 4 04-10-14 Total Load Defl. 2k/1,998 (0.024") n/a n/a 4 00-00-00 Live Load Defl. 2x/1,998 (0.013") n/a n/a 27 00-00-00 Total Neg. Dell L/999 (-0.003") n/a n/a 4 02-07-02 Max Defl. -0.003" n/a n/a 4 02-07-02 Cart.Max Defl. 0.024" n/a n/a 4 00-00-00 Span/Depth 3.7 n/a n/a 0 00-00-00 %AI low %Al low Bearing Supports Dim.(L x W) Value Support Member Material B1 Wall/Plate 5-1/2"x 2" 1,087 lbs 23.3% 37.4% Unspecified B2 Hanger 2"x2" 77 lbs 16.9% 12.1% IUS2.06/11.88 �� B2 Hanger Uplift 2 x2" 200 lbs 85.1% n/a IUS2.06/11.88 n9 P Cautions Uplift of-200 lbs found at span 2-Right. Web stiffeners required at bearing B2. Hanger IUS2.06/11.88 requires(10) 10d face nails,(2)10dx1.5 joist nails. Design assumes Top and Bottom flanges to be restrained. Notes Page 1 of 2 (LIY Boise Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level\Floor Joists\J12(i55: • Dry12 spars I Left cant lever 10/12 slope June 16, 2015 13:15:( BC CALC®Design Report 24 OCS I Repetitive I Glued &nailed construction Build 3924 File Name: 15-969.mmdl Job Name: Westwood Homes Description:Designs\Floor Joists\Upper Level\Floor Joists\JI2(i Address: Let 3 Specifier: PDG City,State,Zip: , Designer: Customer: PROBUILD FOREST GROVE Company: BOISE CASCADE BMD Code reports: ESR-1336 Misc: Design meets User specified(2 /360)Total load deflection criteria. Disclosure Design meets User specified(2xLI480)Live load deflection criteria. Completeness and accuracy of input mus Design meets arbitrary(1")Maximum total load deflection criteria. be verified by anyone who would rely on Design meets arbitrary(1")Cantilever Maximum total load deflection criteria. output as evidence of suitability for Calculations assume Member is Fully Braced. particular application. Output here based c Hanger Manufacturer: Simpson Strong-Tie, Inc. building code-accepted design properties P n9 and analysis methods. Installation of Composite El value based on 7/8"thick OSB sheathing glued and nailed to member. BOISE engineered wood products must b4 Unbalanced snow loads determined from building geometry were used in selected product's in accordance with current Installation verification. Guide and applicable building codes.To Design based on Dry Service Condition. obtain Installation Guide or ask questions: Deflections less than 1/8"were ignored in the results. please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM', ALLJOIST®, BC RIM BOARDTM', BCI®, BOISE GLULAMTM', SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C.