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Report BOISE CASCADE -BC FRAMER '.later aO Last Job Name: LOT 4 GREENSWARD SOUTH File Name: 17-000988REV1 Customer: MILWAUKIE LUMBER-STARK Date: 6/7/2017 9:06:00 AM Boise Cascade Job Address: File Number: 17-000988REV1 Designer: Job Site Phone#: AJSTM,ALLJOIST®,BC RIM BOARDTM,BCI®,BOISE GLULAMT"',VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA- STUD®are trademarks of Boise Cascade Wood Products L.L.C. Decking_�� Leve6 Product(Usage Type) Net Qty 3/4"4X8 OSB Durastrand(Floor Decking) 64 Connectors Upper Level Product Manufacturer Net Qty GLTV 3.514 Simpson Strong-Tie,Inc. 1 HU 410 Simpson Strong-Tie,Inc. 1 ITS 1.81/14 Simpson Strong-Tie,Inc. 1 ITS 2.37/14 Simpson Strong-Tie,Inc. 43 ITS 2.37/14 Simpson Strong-Tie.Inc. 2 MGU7.00-SDS(H=13 1/2")SPECIAL N/A 1 HHGU11.00-SDS(H=13-1/2")SPECIAL N/A 1 06/07/2017 09:06:00(E137753) Page 2 of 2 ti Boise Cascade Single 114"" ZOO®6000-1.8 OF P SS[ D Upper LevellFloor JoistsU1(1689) BC CALC®Design Report Dry I 4 spans I No cant. 1 16 OCS 1 Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J1(i689) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: b4 4 d o d o 0 0 0 0 o b o1 1 0 b � b l l b o d o b b o d d d 1 06-04-07 03-03-00 09-03-00 17-08-15 BO BI B2 B3 B4 Total Horizontal Product Length=36-07-06 ,�'� Reaction Summary(Down I Uplift) (Obs) 1"--- E EIVED Bearing Live Dead Snow Wind Roof Live B0,5-7116" 16619 60/0 JUN 2 0 2011 81,3-1/2" 356/0 108/0 B2,5-1/2" 424/171 62/0 CITY ��'j1�� 7i e B3, 3-1/2" 94310 353/0 BU LD1NG MMMSION B4,4-3/16" 408/9 15010 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(Ib/ft) L 00-00-00 36-07-06 53 20 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1,966 ft-lbs 40.8% 100% 4 29-00-07 Neg. Moment -1,953 ft-lbs 40.6% 100% 6 18-10-07 End Reaction 558 lbs 36.6% 100% 4 36-07-06 Int.Reaction 1,296 lbs 49.9% 100% 6 18-10-07 End Shear 532 lbs 27.7% 100% 3 36-03-03 Cont.Shear 741 lbs 38.5% 100% 6 19-00-03 Total Load Deflection L/1,071 (0.196") 33.6% n\a 4 28-01-04 Live Load Deflection L/1,450(0.145") 33.1 % n\a 10 28-01-04 Total Neg.Defl. L/999(-0.019") n\a n\a 4 15-04-15 Max Defl. 0.196" 19.6% n\a 4 28-01-04 Span/Depth 15.0 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Beam 5-7/16"x 2-5/16" 226 lbs 2.4% 14.8% Unspecified B1 Beam 3-1/2"x 2-5/16" 464 lbs 14.1 % 17.8% Unspecified B2 Wall/Plate 5-1/2"x 2-5/16" 486 lbs 9.0% 16.6% Unspecified B2 Uplift 109 lbs B3 Wall/Plate 3-1/2"x 2-5/16" 1,296 lbs 37.7% 49.9% Unspecified B4 Wall/Plate 4-3/16"x 2-5/16" 558 lbs 13.6% 36.6% Unspecified Cautions Uplift of-109 lbs found at span 2-Right. Uplift of-109 lbs found at span 3-Left. Page 1 of 2 Single 14°° BM 6000-1.8 DF Boise Cascade Upper LevellFloor Joists1J1(i689) BC CALC®Design Report Dry 1 4 spans 1 No cant. 1 16 OCS 1 Repetitive 1 Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J1(i689) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: 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. Design meets arbitrary(0.75")Maximum live 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. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 2of2 C.'17);Boise Cascade Single 14"° :CI®6000-1.8 DF (PASSE( Upper LevellFloor Joists\J2(i698) BC CALC®Design Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J2(i698) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: 4, o �o : o 1 4, � �o �0 0 � oo 1 1 : o 1 o b l 1 1 _ 12-05-07 20-07-15 BO B1 B2 Total Horizontal Product Length=33-01-06 Reaction Summary (Down / Uplift) (Obs) Bearing Live Dead Snow Wind Roof Live B0,4-3/16" 311 /136 65/0 B1,5-1/2" 1,132/0 424/0 B2,4-3116" 477/17 172/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin. (lb/ft) L 00-00-00 33-01-06 53 20 n1a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,696 ft-lbs 56.0% 100% 3 24-03-00 Neg.Moment -2,763 ft-lbs 57.4% 100% 1 12-05-07 End Reaction 650 lbs 42.6% 100% 3 33-01-06 Int. Reaction 1,556 lbs 53.2% 100% 1 12-05-07 End Shear 624 lbs 32.4% 100% 3 32-09-03 Cont. Shear 866 lbs 45.0% 100% 1 12-08-03 Total Load Deflection L/698(0.35") 51.6% n1a 3 23-03-05 Live Load Deflection L/933(0.262") 51.5% rile 6 23-03-05 Total Neg.Defl. L/999(-0.048") n\a rile 3 07-09-05 Max Defl. 0.35" 35.0% rile 3 23-03-05 Span/Depth 17.5 Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 4-3/16"x 2-5/16" 376 lbs 9.1 % 24.7% Unspecified B1 Beam 5-1/2"x 2-5/16" 1,556 lbs 16.3% 53.2% Unspecified Disclosure B2 Beam 4-3/16"x 2-5/16" 650 lbs 8.9% 42.6% Unspecified Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Cautions Completeness and accuracy of input Uplift of-71 lbs found at span 1 -Left. must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to Notes anyone relying on such output as Design meets User specified(L/360)Total load deflection criteria. evidence ofsuitabilityfor a is based ler application.The output here is baon Design meets User specified(L/480)Live load deflection criteria. building code-accepted design Design meets arbitrary(1")Maximum total load deflection criteria. properties and analysis methods. Design meets arbitrary(0.75")Maximum live load deflection criteria. Installation of Boise Cascade Calculations assume member is fullybraced. engineered wood products In mustaonbe in accordance with current Installation Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Guide and applicable building codes.To Design based on Dry Service Condition. obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMT"',BC FloorValueTM, VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 0,,`r -`'t •Boise Cascade Single 14" L Cll®6000-1.8 DF PASSER. Upper Level\Ftoor Joists1.13(i554) BC CALC®Design Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J3(i654) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: b b 1 b b b b b b b b b b b b bob b b b b b b b b b 1 b b o b o 1 10-03-04 20-07-15 BO B1 B2 Total Horizontal Product Length=30-11-03 Reaction Summary(Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,2" 255/172 31 /0 B1,5-1/2" 1,105/0 414/0 B2,4-3/16" 473/11 173/0 Load SummaryLive Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 - Unf. Lin.(lb/ft) L 00-00-00 30-11-03 53 20 nla Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,663 ft-lbs 55.3% 100% 3 22-02-07 Neg. Moment -2,706 ft-lbs 56.2% 100% 1 10-03-04 End Reaction 646 lbs 42.4% 100% 3 30-11-03 Int.Reaction 1,519 lbs 51.9% 100% 1 10-03-04 End Shear 620 lbs 32.2% 100% 3 30-07-00 Cont.Shear 863 lbs 44.8% 100% 1 10-06-00 Total Load Deflection L/710(0.345") 50.7% n\a 3 21-01-02 Live Load Deflection L/959(0.255") 50.1 % n\a 6 21-01-02 Total Neg. Defl. L/999(-0.039") nla nla 3 06-02-00 Max Defl. 0.345" 34.5% n1a 3 21-01-02 Span/Depth 17.5 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Hanger 2"x 2-5/16" 286 lbs 14.7% 22.7% ITS 2.37/14 BO Uplift 141 lbs B1 Wall/Plate 5-1/2"x 2-5/16" 1,519 lbs 28.1 % 51.9% Unspecified B2 Beam 4-3/16"x 2-5/16" 646 lbs 8.9% 42.4% Unspecified Cautions Uplift of-141 lbs found at span 1 -Left. Web stiffeners required at bearing BO. Hanger ITS 2.37/14 requires(4)10d face nails,(4)10d TF nails,(4)10dx1.5 joist nails. Hanger model ITS 2.37/14 was not found. Hanger has not been analyzed for adequate capacity. Page 1 of 2 3: iia Boise Cascade Single 14"" :;Cl®6000-11,8 DF IFI}.ssE® Upper LevellFloor Joists1.13(i654) BC CALC®Design Report Dry 12 spans I No cant. 1 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J3(i654) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: 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. Design meets arbitrary(0.75")Maximum live 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. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARD",BCI®, BOISE GLULAMT",BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 2of2 �` , Boise Cascade Single 14" BCII®6000-1.8 DF P-SSEE Upper LevellFloor JoistsW4(i632) BC CALC®Design Report Dry14 spans I No cant. 116 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J4(i632) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: l 1 b o 2 0 1 O o l 4 1 1 0 0 1 1 3 1 a o 4 b 4 1 0 0b 00 o , 1 ; ; ; d d 1 � ; ; o b 0b 1 0 1 �-,--o 4 0 4 a . n -Ez-_, . , ,1 , ,, 06-04-07 03-03-00 05-05-08 14-01-06 BO B1 B2 B3 B4 Total Horizontal Product Length=29-02-05 Reaction Summary(Down t Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,5-7/16" 163/4 60/0 B1,3-1/2" 279/0 99/0 B2,5-1/2" 212/95 17/0 B3,3-1/2" 642/0 240/0 B4,2" 256/3 95/0 cad Summary Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 06-03-09 54 20 n\a 1 FC1 Floor Material Unf. Lin.(Ib/ft) L 06-03-09 20-03-03 27 10 n1a 2 FC1 Floor Material Unf.Lin. (lb/ft) L 06-06-03 14-11-03 17 6 nla 3 FC1 Floor Material Unf. Lin.(Ib/ft) L 14-11-03 29-02-05 27 10 nla 4 FC1 Floor Material Unf. Lin.(lb/ft) L 20-03-03 29-02-05 15 6 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,043 ft-lbs 21.7% 100% 4 22-11-15 Neg.Moment -1,020 ft-lbs 21.2% 100% 6 15-00-15 End Reaction 351 lbs 27.8% 100% 4 29-02-05 Int. Reaction 881 lbs 33.9% 100% 6 15-00-15 End Shear 341 lbs 17.7% 100% 3 29-00-05 Cont.Shear 530 lbs 27.6% 100% 6 15-02-11 Total Load Deflection L/999(0.074") n\a n1a 4 22-04-13 Live Load Deflection L/999(0.054") n\a n\a 10 22-04-13 Total Neg.Defl. L/999(-0.004") n\a n\a 4 12-10-14 Max Defl. 0.074" n\a n\a 4 22-04-13 Span/Depth 12.0 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Beam 5-7/16"x 2-5/16" 223 lbs 2.4% 14.6% Unspecified B1 Beam 3-1/2"x 2-5/16" 378 lbs 11.5% 14.5% Unspecified B2 Wall/Plate 5-1/2"x 2-5/16" 229 lbs 4.2% 7.8% Unspecified B2 Uplift 78 lbs B3 Wall/Plate 3-1/2"x 2-5/16" 881 lbs 25.6% 33.9% Unspecified B4 Hanger 2"x 2-5/16" 351 lbs 23.1 % 27.8% ITS 2.37/14 Cautions Uplift of-78 lbs found at span 2-Right. Uplift of-78 lbs found at span 3-Left. Hanger ITS 2.37/14 requires(2)10d face nails,(4) 10d TF nails,(2)Strong-Grip joist nails. Hanger model ITS 2.37/14 was not found. Hanger has not been analyzed for adequate capacity. Page 1 of 2 Boise Cascade Single 14 :C ®6000-1.8 DF PASSE to, Upper Level1Floolr JoistsU4(i632) BC CALC®Design Report Dry I 4 spans I No cant.1 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J4(i632) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: Dotes 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. Design meets arbitrary(0.75")Maximum live 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. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARD",BCI®, BOISE GLULAMT",BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 Boise Cascade Single 14" ::CP®6000-9.8 ®F PASSED Upper Level\Floor Joists1.155(i662) BC CALC®Design Report Dry j 2 spans I No cant.1 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J5(i662) City, State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: I d d d d d d d d d d d d d d d dad d d d d d d d d d d d d d d d [, /1. * 11-06-07 06-04-07 BO B1 B2 Total Horizontal Product Length=17-10-14 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,4-3116" 274/7 100/0 81,3-1/2" 603/0 226/0 B2,2-3/16" 160/75 32/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin.(Ib/ft) L 00-00-00 17-10-14 53 20 n\a Controls Summary Value `Yo Allowable Duration Case Location Pos.Moment 848 ft-lbs 17.6% 100% 2 05-00-10 Neg. Moment -752 ft-lbs 15.6% 100% 1 11-06-07 End Reaction 374 lbs 24.5% 100% 2 00-00-00 Int. Reaction 829 lbs 31.9% 100% 1 11-06-07 End Shear 348 lbs 18.1 % 100% 2 00-04-03 Cont. Shear 469 lbs 24.3% 100% 1 11-04-11 Total Load Deflection L/999(0.043") n\a n\a 2 05-07-03 Live Load Deflection L/999(0.032") nla nla 5 05-07-03 Total Neg.Defl. L/999(-0.003") nla nla 2 13-10-00 Max Defl. 0.043" nla nla 2 05-07-03 Span/Depth 9.6 cik Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 4-3/16"x 2-5/16" 374 lbs 9.1 % 24.5% Unspecified B1 Wall/Plate 3-1/2"x 2-5/16" 829 lbs 24.1 % 31.9% Unspecified Disclosure B2 Wall/Plate 2-3/16"x 2-5/16" 192 lbs 8.9% 14.8% Unspecified Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Notes Completeness and accuracy of input Design meets User specified(L/360)Total load deflection criteria. must be reviewed and verified by a te Design meets User specified(L/480)Live load deflection criteria. qualified to engineer orother cy,priapproor to expert assure its adequacy,prior to Design meets arbitrary(1")Maximum total load deflection criteria. anyone relying on such output as Design meets arbitrary(0.75")Maximum live load deflection criteria. evidence of suitability for a particular Calculations assume member is fully braced. application.The output here is based on Composite El value based on 3/4"thick OSB sheathingglued and nailed to member. building code-accepted design p properties anddanalysis methods. Design based on Dry Service Condition. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FioorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 „�. Boise Cascade Single 14” FCD®6000-1.8 DF }ASSES �"��' y Upper Level Floor Joists1J5(i663) BC CALC®Design Report Dry 12 spans I No cant. I 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J5(i663) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: v v 4. v o v v 1 v v v v v b v 1 v 3 ; I v v v _ v ; 2 v v v v o 11-00-14 06-10-00 BO B1 82 Total Horizontal Product Length=17-10-14 Reaction Summary(Down / Uplift) (Obs) Bearing Live Dead Snow Wind Roof Live BO,4-3/16" 231 /9 8310 B1,4-7/8" 502/0 188/0 B2,2-3/16" 169/53 43/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 17-10-14 27 10 n\a 1 FC1 Floor Material Unf.Lin. (lb/ft) L 00-00-00 09-08-11 20 8 n1a 2 FC1 Floor Material Unf.Lin.(lb/ft) L 12-04-08 17-10-14 27 10 n\a 3 FC1 Floor Material Unf.Lin. (lb/ft) L 11-00-14 12-04-08 0 0 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 683 ft-lbs 14.2% 100% 2 04-10-11 Neg.Moment -623 ft-lbs 12.9% 100% 1 11-00-14 End Reaction 314 lbs 20.6% 100% 2 00-00-00 Int. Reaction 690 lbs 24.1 % 100% 1 11-00-14 End Shear 292 lbs 15.2% 100% 2 00-04-03 Cont.Shear 376 lbs 19.5% 100% 1 10-10-06 Total Load Deflection L/999(0.033") n\a n\a 2 05-04-11 Live Load Deflection L/999(0.024") n\a n\a 5 05-04-11 Total Neg.Defl. L/999(-0.002") n\a n\a 2 13-03-05 Max Defl. 0.033" n\a n\a 2 05-04-11 Span/Depth 9.2 Disclosure %Allow %Allow Use of the Boise Cascade Software is Bearing Supports Dim.(LxW) Value Support Member Material subject to the terms of the End User BO Wall/Plate 4-3/16"x 2-5/16" 314 lbs 7.6% 20.6% Unspecified License Agreement(EULA). B1 Wall/Plate 4-7/8"x 2-5/16" 690 lbs 14.3% 24.1 % Unspecified Completeness and accuracy of input p must be reviewed and verified by a B2 Wall/Plate 2-3/16"x 2-5/16" 212 lbs 9.9% 16.4% Unspecified qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as Notes evidence of suitability for a particular Design meets User specified(L/360)Total load deflection criteria. application.The output here is based on Design meets User specified(L/480)Live load deflection criteria. building code-accepted design properties and analysis methods. Design meets arbitrary(1")Maximum total load deflection criteria. Installation of Boise Cascade Design meets arbitrary(0.75")Maximum live load deflection criteria. engineered wood products must be in Calculations assume member is fully braced. accordance with current Installation Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. Guide and applicablelatonGuide buildingorkcodes.To obtain Installation or ask Design based on Dry Service Condition. questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 4)'Boise Cascade Single 114" :CO®6000-1.8 DF P ,,SSIED Upper 0_evellFloor Joists\J5(i665) BC CALC®Design Report Dry I 2 spans I No cant. 1 16 OCS 1 Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J5(i665) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: /4\ b b b v b b b b b b 1 b b b v b b b b b b I b i o I 4' v i 2 b v v 4, — I O V V b v 4 V V V V b V b 1 V o V 9 Y 1 1 b l 1 V V V b o O o ,' 1' 11-11-13 05-11-01 BO B1 B2 Total Horizontal Product Length=17-10-14 Reaction Summary (Down/ Uplift) (OIs) Bearing Live Dead Snow Wind Roof Live BO,4-3/16" 282/6 104/0 81,5" 580123 209/0 B2,2-3/16" 149/90 22/0 oad SummaryLive Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 17-10-14 27 10 n\a 1 FC1 Floor Material Unf.Lin. (lb/ft) L 00-00-00 11-05-06 27 10 n\a 2 FC1 Floor Material Unf.Lin.(lb/ft) L 13-04-02 17-10-14 27 10 n\a 3 FC1 Floor Material Unf.Lin.(Ib/ft) L 11-11-13 13-04-02 0 n\a 4 Bk1(i232) Conc. Pt.(lbs) L 11-04-11 11-04-11 -22 -8 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 909 ft-lbs 18.9% 100% 3 05-02-08 Neg.Moment -796 ft-lbs 16.5% 100% 1 11-11-13 End Reaction 386 lbs 25.3% 100% 3 00-00-00 Int.Reaction 790 lbs 27.4% 100% 1 11-11-13 End Shear 361 lbs 18.7% 100% 3 00-04-03 Cont. Shear 465 lbs 24.1 % 100% 1 11-09-05 Total Load Deflection L/999(0.049") n\a n\a 3 05-09-05 Live Load Deflection L/999(0.036") n\a n\a 7 05-09-05 Total Neg.Defl. L/999(-0.003") n\a n\a 3 14-01-15 Max Defl. 0.049" n\a n\a 3 05-09-05 Span/Depth 10.0 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 4-3/16"x 2-5/16" 386 lbs 9.4% 25.3% Unspecified B1 Wall/Plate 5"x 2-5/16" 790 lbs 16.1 % 27.4% Unspecified B2 Wall/Plate 2-3/16"x 2-5/16" 171 lbs 8.0% 13.2% Unspecified Cautions Uplift of-67 lbs found at span 2-Right. Page 1 of 2 Boise Cascade Single 14" BCO®6000-1.8 DF PASSE® Upper LevellFloor JoistslJ50665) BC CALC®Design Report Dry 12 spans I No cant.1 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J5(i665) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: 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. Design meets arbitrary(0.75")Maximum live 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. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM , VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 •(*) Cascade Single 14" {:Cl®6000-1.8 DF " SSE D Upper LevellFloor Joists1J50683) BC CALC®Design Report Dry 12 spans I No cant.1 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J5(i683) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: V v v v v b c o v 1 v b 1 b b v b v v b 1 b b v 2 v 4 v o b b 4 1 a d 4 4 1 d 4 1 4 d 04 1 4 4 1 1 4 o o d b 1 4 b o b 1 i= 11 I 12-04-08 05-06-06 BO B1 B2 Total Horizontal Product Length=17-10-14 Reaction Summary (Down / Uplift) (fibs) Bearing Live Dead Snow Wind Roof Live BO,4-3/16" 290/4 10710 B1,4-718" 582/0 218/0 B2,2-3/16" 139/105 13/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 17-10-14 27 10 n\a 1 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 11-00-14 27 10 nla 2 FC1 Floor Material Unf.Lin. (Ib/ft) L 13-08-03 17-10-14 27 10 nla Controls Summary Value %Allowable Duration Case Location Pos. Moment 963 ft-lbs 20.0% 100% 2 05-04-07 Neg.Moment -844 ft-lbs 17.5% 100% 1 12-04-08 End Reaction 397 lbs 26.0% 100% 2 00-00-00 Int.Reaction 801 lbs 28.0% 100% 1 12-04-08 End Shear 371 lbs 19.3% 100% 2 00-04-03 Cont.Shear 471 lbs 24.5% 100% 1 12-02-01 Total Load Deflection L/999(0.054") n1a n\a 2 05-11-09 Live Load Deflection L/999(0.04") n1a n\a 5 05-11-09 Total Neg.Defl. L/999(-0.003") nla nla 2 14-05-06 Max Defl. 0.054" nla n1a 2 05-11-09 Span/Depth 10.4 %Allow %Allow Disclosure Bearing Supports Dim.(LxW) Value Support Member Material Use of the Boise Cascade Software is BO Wall/Plate 4-3/16"x 2-5/16" 397 lbs 9.6% 26.0% Unspecified subject to the terms of the End User B1 Wall/Plate 4-7/8"x 2-5/16" 801 lbs 16.6% 28.0% Unspecified License Agreement(EULA). B2 Wall/Plate 2-3/16"x 2-5/16" 152 lbs 7.1 % 11.7% Unspecified Completeness and accuracy of input must be reviewed and verified by a B2 Uplift 92 lbs qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as Cautions evidence of suitability for a particular Uplift of-92 lbs found at span 2-Right. application.The output here is based on building code-accepted design properties and analysis methods. Notes Installation of Boise Cascade Design meets User specified(L/360)Total load deflection criteria. engineered wood products must be in accordance with current Installation Design meets User specified(L/480)Live load deflection criteria. Guide and applicable building codes.To Design meets arbitrary(1")Maximum total load deflection criteria. obtain Installation Guide or ask Design meets arbitrary(0.75")Maximum live load deflection criteria. questions,please call(800)232-0788 Calculations assume member is fully braced. before installation. Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. BC CALC®,BC FRAMER®,AJSTM, Design based on Dry Service Condition. ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 , Boise Cascade 0 Single 14°° :,CI®6000-1.8 DF [Piazza® Upper Q_evellFloor Joists1J5(i590) BC CALC®Design Report Dry 12 spans I No cant. 1 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J5(i690) City, State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: 1 I ' 4 i 3 v v v � v b v v v v v v v v v v v v b o I � b � v v 4 b v --4 —r 4 v 4v v v4 v ov 4--- d v4 v v b— v d-1 1 v 4 v v2 4 o 4 v-- r• 13-04-07 04-06-07 BO B1 B2 Total Horizontal Product Length=17-10-14 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,4-3/16" 309/2 115/0 B1,5" 635/0 238/0 B2,2-3/16" 118/158 0/15 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin. (lb/ft) L 00-00-00 12-04-08 27 10 nla 1 FC1 Floor Material Unf.Lin. (lb/ft) L 00-00-00 11-11-13 27 10 n1a 2 FC1 Floor Material Unf.Lin. (lb/ft) L 13-04-02 17-10-14 27 10 n1a 3 FC1 Floor Material Unf.Lin. (lb/ft) L 13-08-03 17-10-14 27 10 nla 4 FC1 Floor Material Unf.Lin. (Ib/ft) L 11-11-13 13-04-02 14 5 nla Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,106 ft-lbs 23.0% 100% 2 05-09-04 Neg.Moment -998 ft-lbs 20.7% 100% 1 13-04-07 End Reaction 424 lbs 27.8% 100% 2 00-00-00 Int.Reaction 874 lbs 30.3% 100% 1 13-04-07 End Shear 398 lbs 20.7% 100% 2 00-04-03 Cont. Shear 494 lbs 25.7% 100% 1 13-01-15 Total Load Deflection L/999(0.069") nia nla 2 06-05-01 Live Load Deflection L/999(0.051") nla nla 5 06-05-01 Total Neg.Defl. L/999(-0.003") n\a n1a 2 15-01-11 Max Defl. 0.069" n\a n1a 2 06-05-01 Span/Depth 11.2 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 4-3/16"x 2-5/16" 424 lbs 10.3% 27.8% Unspecified B1 Wall/Plate 5"x 2-5/16" 874 lbs 17.8% 30.3% Unspecified B2 Wall/Plate 2-3/16"x 2-5/16" 103 lbs 4.8% 7.9% Unspecified B2 Uplift 173 lbs Cautions Uplift of-173 lbs found at span 2-Right. Page 1 of 2 4Boise Cascade Sngle 14 £ CO®60001 8 DF PASSE) I Upper Level\FIoor Joists\J5(i690) BC CALC®Design Report Dry 12 spans I No cant. 116 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J5(i690) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: 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. Design meets arbitrary(0.75")Maximum live 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. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM , VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 07 Boise Cascade Single 14" FCD®0000-1.8 OF 110,ASSIE Upper LevellFloor Joists\J60658) BC CALC®Design Report Dry 12 spans I No cant.1 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J6(i658) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: El ,I, is / 10-03-04 05-09-12 BO BI B2 Total Horizontal Product Length=16-01-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,2" 240/6 88/0 B1,5-1/2" 542/0 203/0 B2,2" 146/65 31 /0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 - Unf.Lin.(Ib/ft) L 00-00-00 16-01-00 54 20 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 700 ft-lbs 14.5% 100% 2 04-06-03 Neg.Moment -597 ft-lbs 12.4% 100% 1 10-03-04 End Reaction 328 lbs 26.0% 100% 2 00-00-00 Int.Reaction 745 lbs 25.5% 100% 1 10-03-04 End Shear 316 lbs 16.4% 100% 2 00-02-00 Cont. Shear 415 lbs 21.5% 100% 1 10-00-08 Total Load Deflection L/999(0.031") n\a n\a 2 04-11-13 Live Load Deflection L/999(0.023") n\a n\a 5 04-11-13 Total Neg.Defl. L1999(-0.002") n\a n1a 2 12-03-08 Max Defl. 0.031" n1a n1a 2 04-11-13 Span/Depth 8.7 Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Hanger 2"x 2-5/16" 328 lbs 21.6% 26.0% ITS 2.37/14 B1 Wall/Plate 5-1/2"x 2-5/16" 745 lbs 13.8% 25.5% Unspecified Disclosure B2 Hanger 2"x 2-5/16" 177 lbs 12.6% 14.0% ITS 2.37/14 Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Cautions Completeness and accuracy of input Hanger ITS 2.37/14 requires(2)10d face nails,(4)10d TF nails,(2)Strong-Grip joist nails. must be reviewed and verified by a qualHanger model ITS 2.37/14 was not found. Hanger has not been analyzed for adequate capacity. expert t engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as Notes evidence of suitability for a particular application.The output here is based on Design meets User specified(L/360)Total load deflection criteria. building code-accepted design Design meets User specified(L/480)Live load deflection criteria. properties and analysis methods. Design meets arbitrary(1")Maximum total load deflection criteria. Installation of Boise Cascade n meets arbitrary(0.75")Maximum live load deflection criteria. engineered wood productsn mustabe in Design accordance with current Installation Calculations assume member is fully braced. Guide and applicable building codes.To Hanger Manufacturer:Simpson Strong-Tie, Inc. obtain Installation Guide or ask Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. questions,please call(800)232-0788 before installation. Design based on Dry Service Condition. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDT"',BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 (€ 'Boise Cascade Single 14" EzCO®6000- 1.8 DF PASSED Upper I_evelliFloor Joists1.1170614) BC CALC®Design Report Dry 11 span 1 No cant. I 16 OCS I Repetitive(Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J7(i614) City, State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: b bob b b I� I) il I 14-01-13 BO B1 Total Horizontal Product Length=14-01-13 Reaction Summary (Down/ Uplift) (ills) Bearing Live Dead Snow Wind Roof Live BO,2-3/16" 378/0 142/0 B1,2" 377/0 141 /0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 14-01-13 53 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,778 ft-lbs 36.9% 100% 1 07-01-00 End Reaction 518 lbs 41.1 % 100% 1 14-01-13 End Shear 506 lbs 26.3% 100% 1 00-02-03 Total Load Deflection U1,310(0.128") 27.5% n\a 1 07-01-00 Live Load Deflection U999(0.093") n\a n1a 2 07-01-00 Max Defl. 0.128" 12.8% n\a 1 07-01-00 Span/Depth 11.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 2-3/16"x 2-5/16" 519 lbs 24.2% 40.1 % Unspecified B1 Hanger 2"x 2-5/16" 518 lbs 34.1 % 41.1 % ITS 2.37/14 Cautions Hanger ITS 2.37/14 requires(2) 10d face nails,(4) 10d TF nails,(2)Strong-Grip joist nails. Hanger model ITS 2.37/14 was not found. Hanger has not been analyzed for adequate capacity. Disclosure Use of the Boise Cascade Software is Motes subject to the terms of the End User Design meets User specified(L/360)Total load deflection criteria. License Agreement(EULA). Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input Design meets arbitrary(1")Maximum total load deflection criteria. must abreviewed andverified roby a 9 qualified engineer or other appropriate Design meets arbitrary(0.75")Maximum live load deflection criteria. expert to assure its adequacy,prior to Calculations assume member is fully braced. anyone relying on such output as Hanger Manufacturer:Simpson Strong-Tie, Inc. evidence of suitability for a particular application.The output here is based on Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST" ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 *Boise Cascade 1M Single 14°" Cl®F6000-1.8 DF PASSED Upper LevellFloor Joists1.118(i629) BC CALC®Design Report Dry I 1 span I No cant. I 16 OCS I Repetitive I Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J8(i629) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: o " b b b b � o 0 0 b 0 0 0 � o o � 13-06-05 BO B1 Total Horizontal Product Length=13-06-05 Reaction Summary(Down/Uplift) (Hos) Bearing Live Dead Snow Wind Roof Live B0,2" 356/0 133/0 B1,4-3/16" 366/0 137/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(Ib/ft) L 00-00-00 13-06-05 53 20 nla Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,582 ft-lbs 32.8% 100% 1 06-08-01 End Reaction 489 lbs 38.8% 100% 1 00-00-00 End Shear 477 lbs 24.8% 100% 1 00-02-00 Total Load Deflection L/999(0.103") n1a n\a 1 06-08-01 Live Load Deflection L/999(0.075") n\a n\a 2 06-08-01 Max Defl. 0.103" n\a nla 1 06-08-01 Span/Depth 11.3 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Hanger 2"x 2-5/16" 489 lbs 32.2% 38.8% ITS 2.37/14 B1 Wall/Plate 4-3/16"x 2-5/16" 503 lbs 12.2% 33.0% Unspecified Cautions Hanger ITS 2.37/14 requires(2) 10d face nails,(4)10d TF nails, (2)Strong-Grip joist nails. Hanger model ITS 2.37/14 was not found. Hanger has not been analyzed for adequate capacity. Disclosure Use of the Boise Cascade Software is Notes subject to the terms of the End User Design meets User specified(L/360)Total load deflection criteria. License Agreement(EULA). Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input must be reviewed and verified by a Design meets arbitrary(1")Maximum total load deflection criteria. qualified engineer or other appropriate Design meets arbitrary(0.75")Maximum live load deflection criteria. expert to assure its adequacy,prior to Calculations assume member is fully braced. anyone relying on such output as Hanger Manufacturer:Simpson Strong-Tie, Inc. evidence of suitability for a particular application.The output here is based on Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM, VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 . 'Boise Cascade Single 14"" -,Cl®6000-1.8 DF 111' SSE Upper LeveiTloolr Joists1J8(i646) BC CALC®Design Report Dry 1 1 span M No cant. 1 16 OCS 1 Repetitive 1 Glued&nailed June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Floor Joists\J8(i646) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1336 Company: v v v o 4., v v v 4, v v v v v v s v o v v 13-10-06 BO B1 Total Horizontal Product Length=13-10-06 Reaction Summary (Down I Uplift) (Iles) Bearing Live Dead Snow Wind Roof Live B0,2" 370/0 139/0 B1,2" 370/0 139/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin. (Ib/ft) L 00-00-00 13-10-06 53 20 nla Controls Summary Value %Allowable Duration Case Location Pos. Moment 1,710 ft-lbs 35.5% 100% 1 06-11-03 End Reaction 508 lbs 40.3% 100% 1 00-00-00 End Shear 496 lbs 25.8% 100% 1 00-02-00 Total Load Deflection L/999(0.119") n1a n\a 1 06-11-03 Live Load Deflection L/999(0.086") nla n\a 2 06-11-03 Max Defl. 0.119" n1a n1a 1 06-11-03 Span/Depth 11.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Hanger 2"x 2-5/16" 508 lbs 33.4% 40.3% ITS 2.37/14 B1 Hanger 2"x 2-5/16" 508 lbs 33.4% 40.3% ITS 2.37/14 Cautions Hanger ITS 2.37/14 requires(2) 10d face nails,(4)10d TF nails,(2)Strong-Grip joist nails. Hanger model ITS 2.37/14 was not found.Hanger has not been analyzed for adequate capacity. Disclosure Use of the Boise Cascade Software is Moes subject to the terms of the End User Design meets User specified(L/360)Total load deflection criteria. License Agreement(EULA). Design meets User specified(L/480)Live load deflection criteria. Completeness and accuracy of input must be reviewed and verified by a Design meets arbitrary(1")Maximum total load deflection criteria. qualified engineer or other appropriate Design meets arbitrary(0.75")Maximum live load deflection criteria. expert to assure its adequacy,prior to Calculations assume member is fully braced. anyone relying on such output as Hanger Manufacturer:Simpson Strong-Tie, Inc. evidence of suitability for a particular application.The output here is based on Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"" ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM, VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 0 Boise Cascade ...._..._._ Single 1-3/4" x 14"°VERSA`-L2.0 2800 DF PpaSSIE® Upper LevellFluSh Beams113%•1(1642) BC CALC®Design Report Dry 12 spans 1 No cant. June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Flush Beams\BM1(i642) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1040Company: v v v o v v b v4, v v v v v b v v v v i v v v v v v , i• 03-04-12 05-07-04 BO B1 B2 Total Horizontal Product Length=09-00-00 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,3-1/2" 23/12 18/0 B1, 5-112" 94/0 71 /0 B2,3-1/2" 37/1 28/0 oad SummaryLive Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin. (lb/ft) L 00-03-08 08-08-08 17 6 nla 1 14(i469) Conc.Pt.(lbs) L 00-01-12 00-01-12 8 n1a Controls Summary Value %Allowable Duration Case Location Pos. Moment 72 ft-lbs 0.6% 100% 3 06-06-02 Neg. Moment -80 ft-lbs 0.6% 100% 1 03-04-12 End Shear 29 lbs 0.6% 100% 3 04-09-08 Cont.Shear 53 lbs 1.1 % 100% 1 04-09-08 Total Load Deflection L/999(0") n\a n1a 3 06-04-01 Live Load Deflection L/999(0") n1a nla 6 06-03-00 Total Neg.Defl. L/999(-0") n1a n1a 3 02-02-03 Max Defl. 0" nla nla 3 06-04-01 Span/Depth 4.6 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 3-1/2"x 1-3/4" 41 lbs 1.6% 0.9% Unspecified B1 Wall/Plate 5-1/2"x 1-3/4" 165 lbs 4.0% 2.3% Unspecified B2 Wall/Plate 3-1/2"x 1-3/4" 65 lbs 2.5% 1.4% Unspecified Disclosure Use of the Boise Cascade Software is Notes subject to the terms of the End User License Agreement(EULA). Design meets Code minimum(L/240)Total load deflection criteria. Completeness and accuracy of input Design meets Code minimum(L/360)Live load deflection criteria. must be reviewed and verified by a Design meets arbitrary(1")Maximum total load deflection criteria. qualified engineer or other appropriate expert to assure its adequacy,prior to Design meets arbitrary(0.75")Maximum live load deflection criteria. anyone relying on such output as Calculations assume member is fully braced. evidence of suitability for a particular Design based on Dry Service Condition. application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 . i Boise Cascade Single 1-3/4°° x 14°° VERSA-LAM®2.0 2800 DF 11,'A,SSED Upper LevellFlush BeamslBM2(i668) BC CALC®Design Report Dry 11 span I No cant. June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Flush Beams\BM2(i668) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: ESR-1040 Company: • v o 6 v a v v v i I 1o v v v d i � 0 vv v v v v v v v v b 1 4 b � A 1 03-10-00 BO B1 Total Horizontal Product Length=03-10-00 Reaction Summary (Down I Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,5-1/2" 41 /0 28/0 B1,2" 40/0 26/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 03-10-00 20 8 n\a 1 FC1 Floor Material Conc.Pt.(lbs) L 03-09-12 03-09-12 5 2 n1a Controls Summary Value %Allowable Duration Case Location Pos. Moment 47 ft-lbs 0.4% 100% 1 02-00-12 End Shear 47 lbs 1.0% 100% 1 01-07-08 Total Load Deflection L/999(0") n\a n\a 1 02-00-12 Live Load Deflection L/999(0") n\a n\a 2 02-00-12 Max Defl. 0" n1a n1a 1 02-00-12 Span/Depth 2.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 5-1/2"x 1-3/4" 70 lbs 1.7% 1.0% Unspecified B1 Hanger 2"x 1-3/4" 66 lbs 4.4% 2.5% ITS 1.81/14 Cautions Hanger ITS 1.81/14 requires(2)10d face nails,(4)10d TF nails,(2)10dx1.5 joist nails. Hanger model ITS 1.81/14 was not found. Hanger has not been analyzed for adequate capacity. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User Notes License Agreement(EULA). Design meets Code minimum(L/240)Total load deflection criteria. Completeness and accuracy of input Design meets Code minimum(L/360)Live load deflection criteria. must be reviewed and verified by a qualified engineer or other appropriate Design meets arbitrary(1")Maximum total load deflection criteria. expert to assure its adequacy,prior to Design meets arbitrary(0.75")Maximum live load deflection criteria. anyone relying on such output as Calculations assume member is fully braced. evidence of suitability for a particular Hanger Manufacturer:Simpson Strong-Tie,inc. application.The output here is based on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM' ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1 ;`4s�.- 'Boise Cascade Sill a 311/2" x 14" BOISE GLULA ®24F-V4/DF PASSE:0 ' Upper LevellFlush Beams1B','4(i686) BC CALC®Design Report Dry 11 span I No cant. June 7,2017 09:05:19 Build 5674 Job name: LOT 4 GREENSWARD SOUTH File name: 17-000988REV1.mmdl Address: Description: Upper Level\Flush Beams\BM4(i686) City,State,Zip: Specifier: DB Customer: MILWAUKIE LUMBER-STARK Designer: Code reports: PR-L313 Company: v v v v v v 4 v 4 v v v v 4 4 b 0 v 4 v v v v v v v v 4 v b v v v 01-08-11 BO B1 Total Horizontal Product Length=01-08-11 Reaction Summary (Down !Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,4-3/16" 28/0 20/0 B1,5" 30/0 22/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 FC1 Floor Material Unf.Lin.(lb/ft) L 00-00-00 01-08-11 33 12 nla Controls Summary Value %Allowable Duration Case Location Pos. Moment 8 ft-lbs nla 100% 1 00-09-15 End Shear 28 lbs 0.3% 100% 1 00-04-03 Span/Depth 0.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material BO Wall/Plate 4-3/16"x 3-1/2" 48 lbs 0.8% 0.5% Unspecified B1 Hanger 5"x 3-1/2" 52 lbs 0.7% 0.5% GLTV 3.514 Cautions Hanger GLTV 3.514 requires(6)16d face nails,(4)16d TF nails,(6)16d joist nails. Hanger model GLTV 3.514 was not found. Hanger has not been analyzed for adequate capacity. Notes Design meets arbitrary(1")Maximum total load deflection criteria. Design meets arbitrary(0.75")Maximum live load deflection criteria. Disclosure Calculations assume member is fully braced. Use of the Boise Cascade Software is Hanger Manufacturer:Simpson Strong-Tie, Inc. subject to the terms of the End User Design based on Dry Service Condition. License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValueTM VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 1