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Report /PI 57---) .0 t t- — )0(,' `- &6 ( 9 .d w G /, .7-. ®BoiseCscade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFioor JoistsJ2(i655) Dry'2 spans I No cantilevers 10/12 slope March 2,2016 14:58:32 BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction Build 4340 File Name: 16-000419.m m dl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J2(i655) Address: PLAN 3459L Specifier. GTN City,State,Zp:, Designer: Customer: PROBUILD-FOREST GROVE Company. Code reports: ESR-1336 Msc: 0 ., ^+civ xJ ..+ n .*s. : .{ Fe ?:k.✓...,.• Il 13-11-03 u 12 -04-09'. BO 61 B2 Total Horizontal Ftoduct Length=26-03-12 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 328/33 74/0 — B1,5-1/2" 865/0 216/0 B2,1-3/4" 296/52 61 /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 26-03-12 53 13 n/a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,169 ft-lbs 37.1% 100% 2 06-00-06 Neg.Moment -1,366 ft-lbs 43.4% 100% 1 13-11-03 Neg.Moment -1,366 ft lbs 43.4% 100% 1 13-11-03 End Reaction 402 lbs 37.6% 100% 2 00-00-00 Int.Reaction 1,081 lbs 42.8% 100% 1 13-11-03 End Shear 391 lbs 24% 100% 2 00-02-00 Cont Shear 544 lbs 33.5% 100% 1 13-08-07 Total Load Defl. U1,267(0.131") 28.4% n/a 2 06-06-14 Live Load Defl. L/999(0.11") n/a n/a 5 06-09-01 Total Neg.Del. L/999(-0.023") n/a n/a 2 18-02-08 M3XDefl. 0.131" 13.1% n/a 2 06-06-14 Span/Depth 14 n/a n/a 0 00-00-00 %Allow %Allow Bearingsupports Dim.(L x W) Value Support Member Material BO Hanger 2"x2" 402 lbs 33.9% 37.6% IUS2.06/11.88 B1 Beam 5-1/2"x 2" 1,081 lbs 24.3% 42.8% Unspecified B2 Wall/Plate 1-3/4"x2" 357 lbs 24% 35.3% Unspecified Cautions Hanger IUS2.06/11.88 requires(10)10d face nails,(2)Strong-Grip joist nails. Notes *Boise cascade Single 11-7/8" BCI ) 5000-1.7 DF Upper LevenFloor Joists1J2(i655) Drys 2 spans I No cantilevers 10/12 slope March 2,201614:58:32 BC CALC®Design Report 16 OCS Repetitive I Gued&nailed construction Build 4340 File Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J2(i655) Address: PLAN 3459L 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. Diedosure Design meets User specified(L/480)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 Calculations assume Member is Fully Braced. output as evidence of suitability for Hanger Manufacturer: Simpson Strong-Tie,Inc. particular application.Output here based Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Deflections less than 1/8"were ignored in the results. 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. BC CALL®,BC FRAMERS,AJSTm, ALLJOIST®,BC RAA BOARDT",BCI®, BOISE GLULAMT'",SIMPLE FRAMAJG SYSTBut®,VERSA-LAMS,VERSA-RM PLUS®,VERSA-RIMS, VERSA-STRANDS,VERSA-STUD®are tradennrks of Boise Cascade Wood Products L.L.C. ®Boisecescade Single 11-7/8" BCI® 6500-1.8 DF Upper LeveRFloor JoistsJ18(i858) DryI4 spans 1 Left&Right cantilevers 10/12 slope March 2,201614:58:32 BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction Build 4340 Ale Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J18(i858) Address: PLAN 3459L Specifier. GTN City State,Zip:, Designer: Customer: PROBUILD-FOREST GROVE Company. Code reports: ESR-1336 Msc: 1 i l ' 11 02-02-01 18-11-14 B2 05-07-08 01-08-06 B3 Total 1-br¢ontal Product Length=28-05-14 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1,6-3/4" 542/0 28410 40/0 1/0 B2,5-1/2" 1,059/0 12/0 0/141 0/122 B3,3-1/2" 254/198 926/0 579/0 534/0 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 28-05-14 53 13 n/a 1 - Conc.Pt(lbs) L 00-00-15 00-00-15 128 33 n/a 2 E42(i240) Conc.Pt.(lbs) L 28-04-07 28-04-07 714 351 413 n/a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,923ft-lbs 42.8% 100% 3 10-03-06 Neg.Moment -2,036 ft-lbs 45.3% 100% 5 21-02-00 Neg.Moment -2,036 ft-lbs 45.3% 100% 5 21-02-00 Int.Reaction 1,551 Ibs 47.3% 115% 38 26-09-08 Cont Shear 1,1801bs 61.2% 115% 10 26-11-04 Uplift -1291bs n/a 115% 10 21-02-00 Uplift -129lbs n/a 115% 10 21-02-00 Total Load Defl. U793(0.287") 45A% n/a 3 11-00-12 Live Load Defl. L/940(0.242") 51.1% n/a 65 10-11-03 Total Neg.Dell. 2xL/1,998(-0.092") n/a n/a 3 00-00-00 Max Defl. 0287" 28.7% n/a 3 11-00-12 Cant.Max Defl. -0.092" n/a n/a 3 00-00-00 Span/Depth 192 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material B1 Beam 6-3/4"x 2-9/16" 826 lbs 6.4% 28.5% Unspecified B2 Wall/Plate 5-1/2"x2-9/16" 1,070 Ibs 17.9% 36.9% Unspecified B3 Wall/Plate 3-1/2"x2-9/16" 1,551 lbs 40.7% 54% Unspecified Cautions ©Noise cascade Single 11-7/8" BCI® 6500-1.8 DF Upper LevellFloor Joistsl..118(1858) Dry'4 spans I Left&Rightcantilevers 10/12 slope March 2,201614:58:32 BC CALC®Design Report 16 OCS Re titive Glued&nailed construction Pe I cti on Build 4340 File Name: 16-000419.m m dl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor JoistsUl8(i858) Address: PLAN 3459Lecifi r. Sp a GTN City,State,Zip:, Designer: Customer. PROBUILD-FOREST GROVE Company Code reports: ESR-1336 Msc: Uplift of-129 lbs found at span 2-Right. Disclosure Uplift of-129 lbs found at span 3-Left. Completeness and accuracy of input must Design assumes Top and Bottom flanges to be restrained. be verified by anyone who would rely on Web stiffeners are always required under concentrated loads that exceed 1,000 lbs. Install the output as evidence of suitability for web stiffeners snug to the top of the flange.Follow the nailing schedule for intermediate particular application.Output here based bearings. on building code-accepted design properties and analysis methods. Notes Installation of BOISE engineered wood Design meets User specified(L/360)Total load deflection criteria. products must be in accordance with Design meets User specified(L/480)Live load deflection criteria. current Installation Guide and applicable budding codes.To obtain InstaNation 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. Calculations assume Member is Fully Braced. Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. BC CALC®,BC FRAMER®,AJSn', Unbalanced snow loads determined from building geometry were used in selected product's ALLJOIST®,BC RN BOARDT"',BCI®, verification. BOISE GLl1LAM"",SIMPLE FRAf 5IG Design based on Dry Service Condition. SYSTEM®,VERSA-LAM®,VERSA-RIM Deflections less than 1/8"were ignored in the results. FLUS®,VERSA-RM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. alRoCOSMIC Single 11-7/8" BCI® 6500-1.8 DF Upper Level1Floor Joists1.1190865) Dr3 spans Right cantilever 1 0/12 slope Much 2,2016 14:58:32 BC CALC®Design Report 16 OCS'Repetitive I Glued&nailed construction Build 4340 File Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J190865) Address: PLAN 3459L Specifier. GTN City,State,Zip:, Designer: Customer: PROBUILD-FOREST GROVE Company. Code reports: ESR-1336 Msc: — -- O = - u3 = BO J 19-01-15 05-07-08 ..r, 01-08-06 61 B2 Total Horizontal Product Length=26-05-13 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,5-7/16" 433/2 109/0 0/0 —.. 0/0 B1,5-1/2" 1,043/0 187/0 0/15 4/22 B2,3-1/2" 247/190 296/0 65/0 98/17 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start Bid 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(Ib/It) L 00-00-00 26-05-13 53 13 n/a 1 E42(i240) Conc.Pt(lbs) L 26-04-06 26-04-06 238 50 76 n/a 2 E42(i240) Conc.Pt.(lbs) L 26-04-06 26-04-06 -13 n/a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,996ft-lbs 44.4% 100% 2 08-01-12 Neg.Moment -2,110 ft-lbs 46.9% 100% 4 19-01-15 Neg.Moment -2,110 ft-lbs 46.9% 100% 4 19-01-15 End Reaction 542 lbs 38% 100% 2 00-00-00 Int.Reaction 1,2301bs 42.4% 100% 4 19-01-15 End Shear 512 lbs 30.6% 100% 2 00-05-07 Cont Shear 723lbs 432% 100% 4 18-11-03 Total Load Defl. L/774(0.291") 46.5% n/a 2 08-11-01 Live Load Defl. U968(0.233") 49.6% n/a 47 08-11-01 Total Neg.Dell. L/999(-0.019") n/a n/a 2 21-08-09 Max Defl. 0.291" 29.1% n/a 2 08-11-01 Cant Max Defl. 0.021" n/a n/a 15 26-05-13 Span/Depth 19 n/a n/a 0 00-00-00 %Allow %Allow Bearing Su orts Dim.(L x W) Value Support Member Material BO Beam 5-7116"x2-9/16" 542 lbs 5.2% 38% Unspecified B1 Wall/Plate 5-1/2"x2-9/16" 1,230 lbs 20.5% 42.4% Unspecified B2 Wall/Plate 3-1/2"x2-9/16" 5421bs 14.5% 21.7% Unspecified Cautions Design assumes Top and Bottom flanges to be restrained, Notes ®BoiseCscadc Single 11-7/8" BCI® 6500-1.8 DF Upper LevellFloor JoistsJ19(i865) Drys 3 spans I Right cantilever 10/12 slope March 2,2016 14:58:32 BC CALC®Design Report 16 OCS Repetitive I Gued&nailed construction Build 4340 Ale Name: 16-000419.m m dl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor JoistsUl9(i865) Address: PLAN 3459L Specifier. GTN City,State,Zp:, 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")Maximum total load deflection criteria. be verified by anyone who w ould 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 Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. on building code-accepted design Unbalanced snow loads determined from building geometrywere used in selected product's properties and analysis methods. verification. Installation of BOISE engineered wood Design based on Dry Service Condition. products must be in accordance with Deflections less than 1/8"were ignored in the results. current Installation Guide and applicable bulding codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALM,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARDT'",BCI®, BOISE GLULAMT",SIMPLE FRAMING SYSTBut®,VERSA-LAM VERSA-RIM PLUS®,VESA-RIM VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. enosecescact. Single 11-7/8" BCI® 6500-1.8 DF Upper LeveRFloor Joists J2O(i853) Drys 1 span I No cantilevers 0/12 slope March 2,2016 14:58:33 BC CALC®Design Report 16 OCS 1Repetitive Glued&nailed construction Build 4340 Ale Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Des ignslFloor Joists\Upper Level\Floor Joists\J20(i853) Address: PLAN 3459L Specifier. GTN City,State,Zip:, Designer: Customer: PROBUILD-FOREST GROVE Company. ' Code reports: ESR-1336 Msc: --T 18-or-1 1 BO B1 Total Horizontal Product Length=18-01-11 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live B0,5-7/16" 482/0 121/0 B1,5-15/16" 461/0 115/0 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 18-01-01 27 7 n/a 1 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 16-11-08 27 7 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 2,496 ft-lbs 55.5% 100% 1 09-00-09 Completeness and accuracy of input must End Reaction 603 lbs 42.3% 100% 1 00-00-00 be verified by anyone who would rely on End Shear 573 lbs 34.2% 100% 1 00-05-07 output as evidence of suitability for Total Load Defl. L/601 (0.346") 59.9% n/a 1 09-00-09 particular application.Output here based Live Load Defl. 11752(0277") 63.9% n/a 2 09-00-09 on building code-accepted design Max Defl. 0.346" 34.6% n/a 1 09-00-09 properties and analysis methods. Span/Depth 17.5 n/a n/a 0 00-00-00 hstallation of BOISE engineered wood products must be in accordance with %Allow %Allow current hstallation Guide and applicable Bearin Supports Dim.(L x W) Value Support Member Material building codes.To obtain hstallation Guide Pp -_-- t — ---- or ask questions,please call BO Beam 5-7/16"x2-9/16" 603 lbs 5.8% 42.3% Unspecified (800)232-0788 before installation. B1 Wall/Plate 5-15/16"x2-9/16" 576 lbs 8.9% 40.4% Unspecified BC CALL®,BC FRAMER®,AJSTM', Notes ALLJOIST®,BC RN BOARDTh,BCI®, Design meets User specified(L/360)Total load deflection criteria. BOISE GLULAMN,SIIVPLE FRAMING Design meets User specified(L/480)Live load deflection criteria. SYSTEM®,VERSA-LAND,VERSA-RN Design meets arbitrary(1")Maximum total load deflection criteria. PLUS®,VERSA-RIM®, Calculations assume Member is Fully Braced. VERSA-STRAND®,VERSA-STUD®are Composite El value based on 3/4"thick OSB sheathing glued and nailed to member, 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. Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper Level%Floor Joists\J4(i8O2) Dryj 2 spans I No cantilevers 10/12 slope March 2,201614:58:33 BC CALC®Design Report 16 OCS Repetitive I Glued&nailed construction Build 4340 File Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor JoistsU4(i802) Address: PLAN 3459L Specifier. GTN City,State,Zip:, Designer: Customer PROBUILD-FOREST GROVE Company. Code reports: ESR-1336 Msc: BO 06-11-08 BI 17-03-15 B2 Total Horizontal Product Length=24-03-07 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live B0,1-3/4" 175/187 0/3 B1,3-12" 917/0 229/0 B2,4-3/16" 394/5 97/0 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 24-03-07 53 13 n/a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,676 ft-lbs 532% 100% 3 16-10-15 Neg.Moment -1,709 ft-lbs 54.3% 100% 1 06-11-08 Neg.Moment -1,709 ft-lbs 54.3% 100% 1 06-11-08 End Reaction 492 lbs 34.5% 100% 3 24-03-07 Int.Reaction 1,146 lbs 50.9% 100% 1 06-11-08 End Shear 4691bs 28.8% 100% 3 23-11-04 Cont.Shear 659 lbs 40.5% 100% 1 07-01-04 Uplift -189 lbs n/a 100% 3 00-00-00 Total Load Deft. L/781 (0262") 46.1% n/a 3 16-02-09 Live Load Defl. L/969(0.211") 49.5% n/a 6 15-11-13 Total Neg.Defl. L/999(-0.022") n/a n/a 3 04-01-10 Max Defl. 0.262" 262% n/a 3 16-02-09 Span/Depth 172 n/a n/a 0 00-00-00 %Allow %Allow Bearin SU orfs Dim.(L x W) Value Support Member Material BO Wall/Plate 1-3/4"x2" 189 lbs 12.7% 18.8% Unspecified B1 Wall/Plate 3-12"x2" 1,146lbs 38.5% 50.9% Unspecified B2 Wa1I/Plate 4-3/16"x2" 492 lbs 13.8% 34.5% Unspecified Cautions Uplift of-189 lbs found at span 1 -Left. Notes *Bois*Cascade Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists1J4(i802) Drys 2 spans I No cantilevers 10/12 slope Mtarch 2,201614:58:33 BC CALC®Design Report 16 OCS I Repetitive I Gued&nailed construction Build 4340 Ale Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J4(i802) Address: PLAN 3459L Specifier: GTN City,State,Zp:, 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")Maximum total load deflection criteria. be verified by anyone who w ould 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 mist 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 CALL®,BC FRAMER®,AJSTM', ALWOIST®,BC RM BOARD"',BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM ,VERSA-LAM®,VERSA-RM FLUS®,VERSA-RR/0, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 11. soisccascaac Single 11-7/8" BCI® 5000-1.7 DF Upper LeveRFloor Joists1J6(i822) Drys 1 span I No cantilevers I 0/12 slope March 2,2016 14:58:33 BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction Build 4340 Ale Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J6(i822) Address: PLAN 3459L Specifier: GTN City,State,Zip:, Designer: Customer: PROBUILD-FOREST GROVE Company. Code reports: ESR-1336 Msc: 16-10-00 BO B1 Total Horizontal Product Length=16-10-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 449/0 112/0 B1 449/0 112/0 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/fl) L 00-00-00 16-10-00 53 13 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 2,304 ft-lbs 73.1% 100% 1 08-05-00 Completeness and accuracy of input must End Reaction 561 lbs 52.5% 100% 1 00-00-00 be verified by anyone w ho would rely on End Shear 550 lbs 33.9% 100% 1 00-02-00 output as evidence of suitability for Total Load Dell. L/534(0.374") 67.4% n/a 1 08-05-00 particular application.Output here based Live Load Defl. L/667(0.299") 71.9% n/a 2 08-05-00 on building code-accepted design Max Defl. 0.374" 37.4% n/a 1 08-05-00 properties and analysis methods. Span/Depth 16.8 n/a n/a 0 00-00-00 hstailation of BOISE engineered wood products must be in accordance w ith %Allow %Allow current hstallation Guide and applicable building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Hanger 2"x2" 561 lbs 47.4% 52.5% IUS2.06/11.88 (800)232-0788 before installation. B1 Hanger 2"x2" 561 lbs 47.4% 52.5% IUS2.06/11.88 BC CALM,BC FRAMERS,AJSN, Cautions ALLJOIST®,BC RN BOARDTM',BCIS, Hanger IUS2.06/11.88 requires (10)10d face nails,(2)Strong-Grip joist nails. BOISE GLULAMTM',SIMPLE FRAMING SYSTEMS ,VERSA-LAMS,VERSA-RN Notes PLUS®,VERSA-RIMS, Design meets User specified(L/360)Total load deflection criteria. VERSA-STRANDS,VERSA-STUDS are Design meets User specified(L/480)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. 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. Bois*Cascada. Single 11-7/8" BCI® 5000-1.7 DF Upper Level1Floor Joists1J15(1790) Dry'1 span I No cantilevers 10/12 slope March 2,2016 14:58:33 BC CALC®Design Report 16 OCS I Repetitive I Glued&nailed construction Build 4340 File Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Floor Joists\Upper Level\Floor Joists\J15(i790) Address: PLAN 3459L Specifier. GTN City,State,Zip:, Designer: Customer: PROBUILD-FOREST GROVE Company. Code reports: ESR-1336 Msc: BO 03-10-07 B1 Total Horizontal Product Length=03-10-07 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live BO 103/0 26/0 B1 103/0 26/0 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 03-10-07 53 13 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 112 ft-lbs 3.5% 100% 1 01-11-04 Completeness and accuracy of input must End Reaction 129 lbs 12.1% 100% 1 00-00-00 be verified by anyone w ho would rely on End Shear 118 lbs 7.3% 100% 1 00-02-00 output as evidence of suitability for Total Load Del. L/999(0.002") n/a n/a 1 01-11-04 particular application.Output here based Live Load Defl. L/999(0.002") n/a n/a 2 01-11-04 on building code-accepted design Max Defl. 0.002" n/a n/a 1 01-11-04 properties and analysis methods. Span/Depth 3.7 n/a n/a 0 00-00-00 hstallaton of BOISE engineered wood products mist be in accordance with %Allow %Allow current hstafaton Guide and applicable building codes.To obtain hstallaton Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Hanger 2"x2" 129 lbs 10.9% 12.1% IUS2.06/11.88 (800)232-0788 before installation. B1 Hanger 2"x2" 129lbs 10.9% 12.1% IUS2.06/11.88 BC CALL®,BC FRAMERa®,AJSTM', Cautio ALLJOIST®,BC RNA BOARDN,BCI®, Hanger IUS2.06/11.88 requires(10)10d face nails,(2)Strong-Grip joist nails. BOISE GLULAMTM',SIMPLE FRAMING SYSTEM®,VERSA-LAND,VERSA-RIM Notes PLUS®,VERSA-RUM, Design meets User specified(L/360)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets User specified(L/480)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(?)MaAmum total load deflection criteria. Products L.L.C. 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. *Boisecaseaao Single 5-1/2"x 15" BOISE GLU ' 0 24F-V4/DF Upper Leve11...IBM13(i837) Drys 1 span I No cantilevers I 0/12 slope Arch 2,2016 14:58:34 BC CALC®Design Report Build 4340 File Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Flush Beams\Upper Level\Flush Beams\BM13(ii Address: PLAN 3459L Specifier: GTN City,State,Zp:, Designer: Customer: PROBUILD-FOREST GROVE Company. Code reports: PR-L313 Msc: 8• . A s'?I Sw�.1.€ i .frd..,r. t ly x if.:�i''fi°n`3 metro"���w`-�s S���� � i S`i-'��'�c BO 15-03-00 B1 Total Horizontal Product Length=15-03-00 Reaction Summary(Down/Uplift)(ibs) Bearing Live Dead Snow Wind Roof Live B0,5-1/2" 881/0 11,184/0_ 7,244/0 7,148/34 B1,5-1/2" 1,982/0 4,562/0 2,264/0 2,400/24 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 15-03-00 30 — — n/a 2 E43(i245) Unf.Lin.(Ib/ft) L 00-00-00 14-09-08 81 n/a 3 E43(i245) Unf.Lin.(Ib/ft) L 01-09-12 03-01-12 524 336 408 n/a 4 E43(i245) Unf.Lin.(Ib/ft) L 03-09-12 05-01-12 396 212 257 n/a 5 E43(i245) Unf.Lin.(Ib/ft) L 04-05-09 05-09-08 616 329 404 n/a 6 E43(i245) Unf.Lin.(Ib/ft) L 06-02-04 14-02-04 218 138 171 n/a 7 E43(i245) Conc.Pt.(Ibs) L 00-05-12 00-05-12 5,740 3,338 3,999 n/a 8 E43(i245) Conc.Pt.(lbs) L 00-05-12 00-05-12 -12 n/a 9 E43(i245) Conc.Pt.(Ibs) L 01-02-04 01-02-04 462 275 319 n/a 10 E43(i245) Conc.Pt.(Ibs) L 01-02-04 01-02-04 -1 n/a 11 E43(i245) Conc.Pt.(Ibs) L 03-02-04 03-02-04 583 407 471 n/a 12 E43(i245) Conc.Pt(Ibs) L 03-02-04 03-02-04 -1 n/a 13 E43(1245) Conc.Pt.(Ibs) L 05-02-04 05-02-04 573 407 470 n/a 14 E43(i245) Conc.Pt(Ibs) L 05-02-04 05-02-04 -10 n/a 15 E43(i245) Conc.Pt(lbs) L 07-02-04 07-02-04 561 406 469 n/a 16 E43(i245) Conc.Pt(Ibs) L 07-02-04 07-02-04 -1 n/a 17 - Conc.Pt.(Ibs) L 09-01-08 09-01-08 1,220 760 914 n/a 18 - Conc.Pt(Ibs) L 09-01-08 09-01-08 -33 n/a 19 BM8(i830) Conc.Pt(lbs) L 10-11-04 10-11-04 2,398 670 n/a *Bois*coscado Single 5-1/2"x 15" BOISE GLULAM ) 24F-V4/DF Upper Leve11...1BM13(i837) Dryl 1 span I No cantilevers I 0/12 slope March 2,2016 14:58:34 BC CALC®Design Report Build 4340 File Name: 16-000419.mmdl Job Name: WILSHIRE HOMES Description:Designs\Flush Beams\Upper LevelFlush Beams\BM13(it Address: PLAN 3459L Specifier. GTN City,State,Zp:, Designer. Customer. PROBUILD-FOREST GROVE Company. Code reports: PR-L313 Msc: Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 33,632 ft-lbs 70.9% 115% 19 07-05-02 Completeness and accuracy of input must End Shear 8,274 lbs 49.4% 115% 8 01-08-08 be verified by anyone w ho w ouki rely on Total Load Defl. L1381(0.455") 63% n/a 19 07-08-01 output as evidence of suitability for Live Load Defl. L/968(0.179") 37.2% n/a 42 07-08-01 Particular application.Output here based Max Defl. 0.4 55" 45.5% n/a 19 07-08-01 on building code-accepted design Span/Depth 11.6 n/a n/a 0 00-00-00 properties and analysis methods. Installation of BOISE engineered wood %Allow %Allow products must be in accordance with BearingSupports Dim. L x W Value Supportcurrent hstalation Guide and applicable pp ( ) � Member Material building codes.To obtain Installation Guide BO Post 5-1/2"x 5-1/2" 18,428 lbs 76.1% 93.7% Unspecified or ask questions,please call B1 Wa II/Plate 5-1/2"x 5-1/2" 7,848 I bs 61% 39.9% Unspecified (800)232-0788 before installation. Notes BC CALCI,BC FRAMER?),AJST", Design meets Code minimum(L/240)Total load deflection criteria. ALLJOIST®,BC RM BOARDT"",BCl ), Design meets Code minimum(L/360)Live load deflection criteria. BOISEGLULAMT"",SMPLEFRAMNG Design meets arbitrary(1")Maximum total load deflection criteria. SYSTBvI8,VERSA-LAMS,VERSA-RM Calculations assume Member is Fully Braced. PLUS®,VERSA-RIM®, Unbalanced snow loads determined from building geometrywere used in selected product's V8 SA-STRAND®,V8 SA-STl1>Xs)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. ®RoisoCascade Single 3-1/2"x 11-7/8" BOISE GLULAM®24F-V4/DF Upper LeveR... BM8(i83O) Dry'1 span I No cantilevers I 0/12 slope March 2,2016 14:58:34 BC CALC®Design Report Build 4340 File Name: Job Name: Description:Designs\Flush Beams\Upper Level\Flush Beams\BM8(i8: Address: Specifier. City,State,Zip:, Designer. Customer: Company. Code reports: PR-L313 Msc: L ' �t BO 14.06-01 B1 Total 1•brizontal Product Length=14-06-01 Reaction Summary(Down/Uplift)(lbs) Bearing Live Dead Snow Wind Roof Live BO 2,413/0 675/0 B1,5-1/2" 3,061/5 1,416/0 477/0 415/2 Controls Summary Value %Allowable Duration Case Location Disclosure Pos.Moment 12,223 ft-lbs 74.3% 100% 1 07-07-01 Completeness and accuracy of input must End Shear 3,305 lbs 45% 100% 1 01-01-14 be verified by anyone who would rely on Total Load Del. L/346(0.486") 69.3% n/a 1 07-02-01 output as evidence of suitability for 11 Live Load Defl. 11442(0.38") 81.5% n/a 22 07-02-01 particular application.Output here based Max Del. 0.486" 48.6% n/a 1 07-02-01 on building code-accepted design Span/Depth 142 n/aNa 0 00-0000 propertiesanalysis_ and methods. hstallation of BOISE engineered wood %Allow %Allow products must be in accordance with Bearin Supports Dim.(L W) Value Support Member Material current hstallation Guide and applicable -�---p1� x —_- building codes.To obtain hstallation Guide BO Hanger 2"x3-1/2" 3,088 lbs n/a 67.9% HU412 61 Wall/Plate 5-1/2"x 3-1/2" 4,4771 bs 54.7% 35.8% Unspecified or ask questions,please call (800)232-0788 before installation. Cautions BC CALOS,BC FRAMER®,AJSTM', Hanger HU 412 requires(22)10d face nails,(10) joist nails. ALLJOIST®,BC RM BOARDTh,BCI®, BOISE GLULAMTM',SMPLE FRAMING Notes SYSTEM,VERSA-LAM®,VERSA-RM Design meets Code minimum (L/240)Total load deflection criteria. V - . Design meets Code minimum (L/360)Live load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1")MaAmum total load deflection criteria. trademarks of Boise Cascade Wood Calculations assume Member is Fully Braced. Products L.L.C. Hanger Manufacturer: Simpson Strong-Tie,Inc. Unbalanced snow loads determined from building geometrywere used in selected product's verification. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results.