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HomeMy WebLinkAboutFloor JoistsCREEKSIDE LOT 53 Eoise cascade - Single 16" BCI® 4500s-1.8 1st Floor\FloorJoists\J1(i737) (Floor Joist) .'40 Nam •r; BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i737) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 i 2 _. y,.. " 2 17-09-00 Total Horizontal Product Length = 17-09-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 4" 646/0 161 /0 B2, 2" 701 / 0 175 / 0. Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 40 10 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 01-07-15 17-09-00 Top 40 10 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3749 ft-Ibs 91.7% 100% 1 09-00-02 End Reaction 876 Ibs 81.1 % 100% 1 17-09-00 End Shear 860 Ibs 43.5% 100% 1 17-07-00 Hole #1 Shear 448 Ibs 81.6% 100% 3 05-00-00 Hole #2 Shear 511 Ibs 93.2% 100% 4 13-09-00 Total Load Deflection L/619 (0.337") 58.1 % n\a 1 09-00-02 Live Load Deflection L/774 (0.269") 62.0% n\a 6 09-00-02 Max Defl. 0.337" 33.7% n\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation, Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 807 Ibs 13.2% 54.7% Unspecified B2 Hanger 2" x 1-3/4" 876 Ibs 76.2% 81.1% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: 71 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Coo Page 1 of 83 7 *Boise cascade Single 16" BCI® 4500s-1.8 1st Floor\Floor Joists\J1(i737) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i737) City, State, Zip: Specifier: Customer: 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 I ,ad deflection criteria. Calculations assume member is fully braced. f Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. I 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 CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAMTu, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 2 of 83 Single 16" BCI® 4500s-1.8 ■' l 0Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 1 st FloorlFloor Joists\J1(i757) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 I File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i757) Specifier: Designer: O n-09-00 Total Horizontal Product Length=17-09-00 82 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 586/0 147/0 B2, 2" 586 / 0 147 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 67 17 n\a Controls Summary Value % Allowable Duration Case Location -Pos. Moment —3145 ft-Ibs- - - 76.9% 100% - ­-1- - -- 09-00=02 End Reaction 733 Ibs 67.8% 100% 1 17-09-00 End Shear 719 Ibs 36.4% 100% 1 00-04-00 Hole #1 Shear 373 Ibs 67.9% 100% 3 05-00-00 Hole #2 Shear 428 Ibs 78.1 % 100% 4 13-09-00 Total Load Deflection L/738 (0.283") 48.8% n\a 1 09-00-02 Live Load Deflection L/922 (0.226") 52.1 % n\a 6 '09-00-02 Max Defl. 0.283" 28.3% n\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 733 Ibs 12.0% 49.7% Unspecified B2 Hanger 2" x 1-3/4" 733 lbs 63.7% 67.8% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: 9EWAXfflM3ff7A Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 3 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PASSED 1st Floor\Floor JoistslJ1(i757) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i757) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis is based on IBC 2009. 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 FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 4 of 83 *Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 1st Floor\Floor Joists\J1(i757) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i757) Specifier: Designer: Company: 17-09-00 Total Horizontal Product Length=17-09-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 586 / 0 147 / 0 B2, 2" 586 / 0 147 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 67 17 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3145 ft-Ibs 76:9%-,- `-- .... 100% 1' 09-00=02-------------- ....._- _ - _.... End Reaction 733 Ibs 67.8% 100% 1 17-09-00 End Shear 719 Ibs 36.4% 100% 1 00-04-00 Hole #1 Shear 373 Ibs 67.9% 100% 3 05-00-00 Hole #2 Shear 428 Ibs 78.1 % 100% 4 13-09-00 Total Load Deflection L/738 (0.283") 48.8% n\a 1 09-00-02 Live Load Deflection L/922 (0.226") 52.1 % n\a 6 09-00-02 Max Defl. 0.283" 28.3% n\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 733 Ibs 12.0% 49.7% Unspecified 132 Hanger 2" x 1-3/4" 733 Ibs 63.7% 67.8% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: `3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 5 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 0 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Floor\Floor Joists\J1(i757) - 01 (Floor Joist) Dry 11 span I No cant. 124.00S I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i757) Specifier: Designer: Company: 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. BC CALCO analysis is based on IBC 2009. 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@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 6 of 83 0 Boise Cascade Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: 1st Floor\Floor JoistslJ1(i764) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1 (i764) Specifier: L I, 17-OMO 131 B2 Total Horizontal Product Length = 17-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 817/0 204/0 B2, 2" 662 / 0 165 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (Ib/ft) L 01-07-15 17-09-00 Top 73 18 n\a 2 J6(i746) Conc. Pt. (Ibs) L 01-08-13 01-08-13 Top 308 77 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 3674 ft-Ibs 89.8% 100% 1 08-07-13 End Reaction 827 Ibs 76.5% 100% 1 17-09-00 End Shear 1021 Ibs 51.7% 100% 1 00-04-00 Hole #1 Shear 401 Ibs 73.2% 100% 3 05-00-00 Hole #2 Shear 495 Ibs 90.2% 100% 4 13-09-00 Total Load Deflection L/625 (0.334") 57.6% n\a 1 08-10-11 Live Load Deflection L/781 (0.267") 61.4% n\a 6 08-10-11 Max Defl. 0.334" 33.4% n\a 1 08-10-11 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 1021 Ibs 16.7% 69.2% Unspecified B2 Hanger 2" x 1-3/4" 827 Ibs 71.9% 76.5% ITS1.81/16 BC FloorValue® Summary BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions - Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 7 of 83 Single 16" BCI® 4500s-1.8 6Boise Cascade BC CALC@ Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistsW I (i764) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i764) Specifier: Designer: Company: 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. BC CALC@ analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 8 of 83 *Boise Cascade Single 16" BCI® 4500s-1.8 P/11SSE® 1 st Floor\Floor Joists\J1(i776) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i776) City, State, Zip: Specifier. Customer: Designer: Code reports: ESR-1336 Company: O ►e B1 17-OMO Total Horizontal Product Length=17-09-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 703 / 0 176 / 0 B2, 2" 703 / 0 176 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% _ 90% _ 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3774 ft-Ibs 92:3% 100% 1 09=0a-02 --- — - - - - End Reaction 879 Ibs 81.3% 100% 1 17-09-00 End Shear 863 Ibs 43.7% 100% 1 00-04-00 Hole #1 Shear 447 Ibs 81.5% 100% - 3 05-00-00 Hole #2 Shear 514 Ibs 93.7% 100% 4 13-09-00 Total Load Deflection L/615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection L/768 (0.271 ") 62.5% n\a 6 09-00-02 Max Defl. 0.339" 33.9% n\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 -8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 879 lbs 14.4% 59.6% Unspecified B2 Hanger 2" x 1-3/4" 879 Ibs 76.5% 81.3% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 9 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® 1st Floor\Floor Joists\J1(1776) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS.I. Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i776) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 10 of 83 Single 16" BCI® 4500s-1.8 %Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: . Code reports: ESR-1336 B1 1st Floor\Floor Joists\J1(i776) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i776) Specifier: Designer: Company: 17-09-00 Total Horizontal Product Length=17-09-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 703/0 176/0 B2, 2" 703 / 0 176 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment - -3774 ft-Ibs 92.3% 100"io`"- .. 1 09-00=02 • -- __._-. _.. _.. End Reaction' 879 Ibs 81.3% 100% 1 17-09-00 End Shear 863 Ibs 43.7% 100% 1 00-04-00 Hole #1 Shear 447 Ibs 81.5% 100% 3 05-00-00 Hole #2 Shear 514 Ibs 93.7% 100% 4 13-09-00 Total Load Deflection L/615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection L/768 (0.271 ") 62.5% n\a 6 09-00-02 Max Defl. 0.339" 33.9% n\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" -L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 879 Ibs 14.4% 59.6% Unspecified B2 Hanger 2" x 1-3/4" 879 Ibs 76.5% 81.3% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 11 of 83 SBoise cascade � Single 16" BCI® 4500s-1.8 P SSE® BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st FloorlFloor JoistsW1(i776) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i776) Specifier: Designer: Notes 1 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@), VERSA -RIM PLUS@ , Page 12 of 83 6Boise Cascade Single 16" BCI® 4500s-1.8 IP�ISSE® BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st Flooffloor JoistslJ1(i776) - 02.(Floor Joist) Dry 11 'span I No cant. 124 OCS I Repetitive •1 Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J 1 (i776) Specifier: Designer: Company: O ►e 131 . 17-OMO Total Horizontal Product Length = 17-09-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" -703 / 0 176 / 0 B2, 2" 703 / 0 176 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location --Pos. Moment 3774-ft=ibs.- -"--- 92:3% 100% 1-`-09-00=03-.- -•-- -....- End Reaction 879 Ibs 81.3% 100% 1 17-09-00 End Shear 863 Ibs 43.7% 100% 1 00-04-00 Hole #1 Shear 447 Ibs 81.5% 100% 3 05-00-00 Hole #2 Shear 514 Ibs 93.7% 100% 4 13-09-00 Total Load Deflection L/615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection L/768 (0.271 ") 62.5% n\a 6 09-00-02 Max Defl. 0.339" 33.9% n\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 879 Ibs 14.4% 59.6% Unspecified B2 Hanger 2" x 1-3/4" 879 lbs 76.5% 81.3% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: ,¢ Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 13 of 83 Single 16" BCI® 4500s-1.8 0 Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st: FloorlFloor JoistsW 1 (1776) - 02 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Fioor\Floor Joists\J 1(1776) Specifier: Designer: 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMER@ , AJST", ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAMTm, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 14 of 83 @Boise cascade Single 16" BCI® 4500s-1.8 IPi�SSE® 1st Flooffloor Joists\J1(i776) - 03 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i776) City, State, Zip: Specifier: Customer: Designer. Code reports: ESR-1336 Company: a 131 17-OMO 132 Total Horizontal Product Length=17-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 703 / 0 176 / 0 B2, 2" 703 / 0 176 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%_ 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment - 3774 ft-Ibs 92.3% _. 100% 1 09-00-02 - - End Reaction 879 Ibs 81.3% 100% 1 17-09-00 End Shear 863 Ibs 43.7% 100% 1 00-04-00 Hole #1 Shear 447 Ibs 81.5% 100% 3 05-00-00 Hole #2 Shear 514 Ibs 93.7% 100% 4 13-09-00 Total Load Deflection L/615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection L/768 (0.271 ") 62.5% n\a 6 09-00-02 Max Defl. 0.339" 33.9% n\a 1 09-00-02 . Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 879 Ibs 14.4% 59.6% Unspecified B2 Hanger 2" x 1-3/4" 879 Ibs 76.5% 81.3% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: ,- ., Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 15 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 BC CALC@ Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorTloor Joists1J1(i776) - 03 (Floor Joist) Dry 11 'span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J 1 (i776) Specifier. Designer: Company: Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live loadideflection 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. BC CALC® analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 16 of 83 Boise cascade Single 16" BCI® 4500s-1.8 PASSE® 1st FloorTloorJoists\J1(i784) (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i784) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 17-09-00 Total Horizontal Product Length=17-09-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 51410 129/0 B2, 2" 514 / 0 129 / 0 Load Summary Live Dead snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 58 15 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2759-ft-Ibs 67.5% 100% 1 09=00-02 — -- -- ~ -- ------ End Reaction 643 Ibs 59.5% 100% 1 17-09-00 End Shear 631 lbs 31.9% 100% 1 00-04-00 Hole #1 Shear 327 Ibs 59.6% 100% 3 05-00-00 Hole #2 Shear 376 Ibs 68.5% 100% 4 13-09-00 Total Load Deflection L/841 (0.248") 42.8% n\a 1 09-00-02 Live Load Deflection L/1051 (0.198") 45.7% n\a 6 09-00-02 Max Defl. 0.248" 24.8% h\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 643 Ibs 10.5% 43.6% Unspecified B2 Hanger 2" x 1-3/4" 643 Ibs 55.9% 59.5% ITS1.81/16 BC FloorValue® Summary BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 17 of 83 V Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® 1st Flooffloor JoistsWl (i784) (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1 (i784) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (I") 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. BC CALC@ analysis is based on IBC 2009. Composite EI 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 CALCO, BC FRAMER@ , AJSTm, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 18 of 83 Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: Citv. State. Zip: Single 16" BCI® 4500s-1.8 P�SSB® 1st Floor%Floor JoistsU2(1750) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Filename: ' N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J2(i750) Specifier: 15-04-14 1311 B2 Total Horizontal Product Length=15-04-14 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4". 621/0 155/0 B2, 2" 610/0 152/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos: Moment - _._ .._... 2824 ft-Ibs 69.0% . 100% 1 07=09=08--­- End Reaction 762 Ibs 70.5% 100% 1 15-04-14 End Shear 745 Ibs 37.7% 100% 1 00-04-00 Hole #1 Shear 354 Ibs 64.5% 100% 3 04-09-08 Hole #2 Shear 361 Ibs 65.8% 100% 4 10-10-08 Total Load Deflection L/915 (0.197") 39.3% n\a 1 07-09-08 . Live Load Deflection L/1144 (0.158") 42.0% n\a 6 07-09-08 Max Defl. 0.197" 19.7% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid i Hole Summary Center Elevation' Ref. Height Width Shape Orientation H01 04-09-08 8" L 12" Circular Horizontal H02 10-10-08 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material 131 Wall/Plate 4" x 1-3/4" 776 Ibs 12.7% 52.6% Unspecified B2 Hanger 2" x 1-3/4" 762 Ibs 66.3% 70.5% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-09-07 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 19 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 Pi4�SE® 1st Floor\Floor JoistslJ2(i750) (Floor Joist) BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J2(i750) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 20 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 + 1` BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1st Floor\Floor Joists\J2(i772) (Floor Joist) Dry. 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J2(i772) Specifier: Designer: 15-04-14 Total Horizontal Product Length=15-04-14 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 534/0 133/0 B2, 2" 530 / 0 133 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-14 15-04-14 Top 30 7 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14 Top 40 10 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2456 ft-Ibs 60.1 % 100% 1 07-09-08 End Reaction 663 Ibs 61.3% 100% 1 15-04-14 End Shear 648 Ibs 32.8% 100% 1 00-04-00 Hole #1 Shear 308 Ibs 56.1 % 100% 3 04-09-08 Hole #2 Shear 314 Ibs 57.2% 100% 4 10-10-08 Total Load Deflection L/1052 (0.171 ") 34.2% n\a 1 07-09-08 Live Load Deflection L/1315 (0.137") 36.5% n\a 6 07-09-08 Max Defl. 0.171" 17.1% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-09-08 8" L 12" Circular Horizontal H02 10-10-08 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 667 Ibs 10.9% 45.2% Unspecified B2 Hanger 2" x 1-3/4" 663 lbs 57.6% 61.3% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-09-07 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 21 of 83 .0 Boise Cascade Single 16" BCI® 4500s-U P�►SSE® BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Floor\Floor JoistslJ2(i772) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J2(i772) Specifier: Designer: Company: 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 22 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 1st Floor\Floor Joists\J2(i782) (Floor Joist) . Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J2(i782) Specifier: Designer: Company: 15-04-14 Total Horizontal Product Length = 15-04-14 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 611/0 153/0 B2, 2" 610/0 152/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2824 ft-ibs 69.0% 100% 1 07=09=0&------ - - End Reaction 762 Ibs 70.5% 100% 1 15-04-14 End Shear 745 Ibs 37.7% 100% 1 00-04-00 Hole #1 Shear 354 Ibs 64.5% 100% 3 04-09-08 Hole #2 Shear 361 Ibs 65.8% 100% 4 10-10-08 Total Load Deflection L/915 (0.197") 39.3% n\a 1 07-09-08 Live Load Deflection L/1144 (0.158") 42.0% n\a 6 07-09-08 Max Defl. 0.197" 19.7% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-09-08 8" L 12" Circular Horizontal H02 10-10-08 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value . Support Member Material B1 Wall/Plate 4" x 1-3/4" 764 Ibs 12.5% 51.8% Unspecified B2 Hanger 2" x 1-3/4" 762 Ibs 66.3% 70.5% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: _ Subfloor: 3/4" OSB, Glue+ Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-09-07 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 23 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® 1'st FloorTloor JoistslJ2(i782) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J2(i782) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis is based on IBC 2009. 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 FRAMERO , AJS-, ALLJOIST@ , BC RIM BOARD?-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 24 of 83 . Boise Cascade Single 16" BCI® 4500s-1.8 BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 list Floor\Floor Joists\J3(i760) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: Designer: Company: 15-01-06 Total Horizontal Product Length=15-01-06 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment --" 277 -r'i-Ibs 67.9% 100%.._... _. 1 07-06-08 End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material 131 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 . 132 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue@): Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 25 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® 1st FloorTloor JoistslJ3(i760) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (W360) 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM'"', BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 26 of 83 Single 16" BCIO 4500s-1.8 4 Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1 st Floor\Floor Joists\J3(i760) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: - Designer: Q 15-01-06 131 B2 Total Horizontal Product Length=15-01-06 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos: Moment - 2777 ft-Ibs 67:9% 100% -1- --- 07-06-08-____._ End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue@ Summary BC FloorValue®: 10AWWANIZENRIM, 173W77,97 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at 131 is a Double 1-3/4" x 16" VERSA-STRANDO RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 27 of 83 Boise cascade Single 16" BCI® 4500s-1.8 1st,Floor\Floor Joists\J3(i760) - 01 (Floor Joist) BC CALCO Member Report Dry 1 1. span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 j Company: Notes I 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. BC CALCO analysis is based on IBC 2009. Composite El value based on 314" 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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 28 of 83 Boise cascade . Single 16" BCI® 4500s-1.8 PASSE® 1 st Flooffloor Joists\J3(U60) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code resorts: ESR-1336 COmoanv: 15-01-06 B1 B2 Total Horizontal Product Length=15-01-06 Reaction Summary (Down / Uplift) (I,bs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151 /0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2777 ft-Ibs 67.9% ---100%--- 1 07-06=08---•--- End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection U936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8", L 12" Circular, Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 132 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue®. Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at 131 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails,' (4) 10d TF nails, (2) Strong -Grip joist nails. Page 29 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® 1st'Floor\Floor Joists\J3(i760) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive. I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: 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. BC CALC® analysis is based on IBC 2009. 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®, AJS-, ALLJOISTO , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 30 of 83 Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Single 16" BCI® 4500s-1.8 PASSE® 1 st Floor\Floor JoistsW(i760) - 03 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: Designer: 131 15-01-06 B2 Total Horizontal Product Length=15-01-06 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2" 605 / 0 151 / 0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location - Pos. Moment -2777'ft-Ibs 67.9% 100% 1 07-06-08 End Reaction 756 lbs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1.% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 31 of 83 Boise cascade Single 16" BCW 4500s-1.8 PAS'Slr® 1st Floor\Floor Joists\J3(i760) - 03 (Floor Joist) BC CALCO Member ReportDry 11 span I No cant. 124 OCS f Non -Repetitive. I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: 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 (I") 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. BC CALL@ analysis is based on IBC 2009. 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@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@ , Page 32 of 83 Single 16" BCI® 4500s-1.8 49 Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1 st IFloor%Floor Joists\J3(U60) - 04 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: Designer: Company: B1 15-01-06 132 Total Horizontal Product Length=15-01-06 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos.Moment- 2777ft-Ibs --67.9% - 100% 1 07-06-08..__.----- - - End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191 ") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 33 of 83 Single 16" BCI® 4500s-1.8 16 Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st IFloor\Floor Joists\J3(i760) - 04 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(1760) Specifier: Designer: Company: 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. BC CALC® analysis is based on IBC 2009. 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 CALCO, BC FRAMER®, AJSTm, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAMTm, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 34 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® 1 st Flooffloor Joists\J3(i760) - 05 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(1760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 15-01-06 Total Horizontal Product Length = 15-01-06 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment ---2777fMbs 67.9% 100%-- - 1 07-06-08 - End Reaction Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material 131 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails„ (4) 10d TF nails, (2) Strong -Grip joist nails. Page 35 of 83 Single 16" BCI® 4500s-1.8 �J isBoise Cascade BC CALC@ Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1 st Floor\Floor Joists\J3(i760) - 05 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: Designer: Company: Design meets User specified (1-/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. BC CALC® analysis is based on IBC 2009. 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 GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 36 of 83 Boise Cascade Single 16" BCIO 4500s-1.8 BC CALC® Member Report Build 7239 Job name: 1st Flooffloor JoistsW(i760) - 06 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl B1 15-01-06 82 Total Horizontal Product Length=15-01-06 Reaction Summary, (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 6.05/0 151 /0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2777 ft-Ibs 67.9% 100% 1 07-06-0a- -- -- - - End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6. 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12-' Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue@) Summary BC FloorValue®:E1111111111M Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 37 of 83 Boise cascade Single 16" BCI® 4500s-1.8 1st Floor\Floor JoistslJ3(i760) - 06 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis -is based on IBC 2009. 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 CALCO; BC FRAMERO , AJST', ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 38 of 83 45 Boise cascade Single 16" BCI® 4500s-1.8 PASSIE® BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1 st Flooffloor Joists\J3(i760) - 07 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J3(i760) Specifier: Designer: 15-01-06 Total Horizontal Product Length = 15-01-06 62 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151 /0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment - -2777-li-Ibs 67.9% 100%—`_ - 1 07-06-08------ ­_ . _ _.. _ _ End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 lbs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1 % n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 39 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PAss�® 1st Floor\Floor Joists\J3(i760) - 07 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAMTm, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 40 of 83 Single 16" BCI® 4500s-1.8 0 Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1311 1st FloorlFloor JoistsW(i760) - 08 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: Designer: O 15-01-06 Total Horizontal Product Length=15-01-06 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location .-Pos. Moment 2777 ft4bs 67.9% 100% 1 -07-06-08-- End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1. 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at 131 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 41 of 83 Single 16" BCI® 4500s-1.8 .6 Boise Cascade BC CALC@ Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Floor\Floor Joists;W(i760) - 08 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: Designer: Company: Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load ideflection 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. BC CALC@ analysis is based on IBC 2009. 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 (EUL A). 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@ , AJS- ALLJOIST@ , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 42 of 83 19Boise Cascade Single 16" BCI® 4500s-1.8 IP�ISSI=® BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 1st Floor\Floor JoistslJ3(i783) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i783) Specifier: Designer: Company: 15-01-06 Total Horizontal Product Length=15-01-06 82 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 566/0 142/0 B2, 2" 572 / 0 143 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 40 10 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 15-01-06 Top 36 9 n\a Controls Summary Value %Allowable Duration Case Location ' Pos. Moment 2629 ft-Ibs 64.3% 100% 1 07-06-08 End Reaction 715 Ibs 66.2% 100% 1 15-01-06 End Shear 700 Ibs 35.4% 100% 1 00-02-00 Hole #1 Shear 338 lbs 61.7% 100% 3 04-06-00 Hole #2 Shear 336 Ibs 61.3% 100% 4 10-07-00 Total Load Deflection L/989 (0.181") 36.4% n\a 1 07-06-08 Live Load Deflection L/1236 (0.145") 38.8% n\a 6 07-06-08 Max Defl. 0.181" 18.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal r % Allow % Allow Bearing Supports Dim. (LxM Value Support Member Material B1 Hanger 2" x 1-3/4" 708 Ibs 42.5% 65.5% IUS1.81/16 B2 Hanger 2" x 1-3/4" 715 Ibs 62.2% 66.2% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 43 of 83 *Boise cascade Single 16" BCI® 4500s-1.8 PASSE® 1st FloorTloor JoistslJ3(i783) (Floor Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i783) City, State, Zip: Specifier: Customer: 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. BC CALC@ analysis is based on IBC 2009. 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"' ALLJOISTO , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 44 of 83 Single 16" BCI® 4500s-1.8 I (T Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: Description: 1st Floor\Floor Joists\J4(i769) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 1 st FloorlFloor Joists\J4(i769) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl 15-11-05 Total Horizontal Product Length=15-11-05 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 568/0 142/0 B2, 2" 568 / 0 142 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-11-05 Top 71 18 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2757 ft-Ibs 67.4% 100% 1 07-11-02-- End Reaction 710 Ibs 65.7% 100% 1 00-00-00 End Shear 696 Ibs 35.2% 100% 1 00-02-00 Hole #1 Shear 448 Ibs 81.6% 100% 3 03-02-05 Hole #2 Shear 388 Ibs 70.8% 100% 4 11-11-05 Total Load Deflection L/907 (0.208") 39.7% n\a 1 07-11-02 Live Load Deflection L/1134 (0.167") 42.3% n\a 6 07-11-02 Max Defl. 0.208" 20.8% n\a 1 07-11-02 Span / Depth 11.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 03-02-05 8" L 12" Circular Horizontal H02 11-11-05 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 710 Ibs 52.2% 65.7% IUS1.81/16 B2 Hanger 2" x 1-3/4" 710 Ibs 61.8% 65.7% ITS1.81/16 BC FloorValue® Summary BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-11-10 Cautions Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 45 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 PASSE® 1st Floor\Floor Joists\J4(i769) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address:. Description: 1 st Floor\Floor Joists\J4(i769) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: i Notes Design meets User specified (1-/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. BC CALCO analysis is based on IBC 2009. 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 FRAMERO , AJSTm, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 46 of 83 Single 16" BCI® 4500s-1.8 .0 Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: 131 ESR-1336 1 st Floor\Floor Joists\J5(i780) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J5(i780) Specifier: Designer: {)•I U. /A 15-03-02 Total Horizontal Product Length=15-03-02 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 505/0 126/0 B2,.2" 505 / 0 126 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-03-02 Top 66 17 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment - - 2343 ft-Ibs 57.3% 100% 1 07-07=f29--- _ _-..... End Reaction 631 Ibs 58.4% 100% 1 00-00-00 End Shear 618 Ibs 31.3% 100% 1 00-02-00 Hole #1 Shear 292 Ibs 53.3% 100% 3 04-07-12 Hole #2 Shear 300 Ibs 54.6% 100% 4 10-08-12 Total Load Deflection L/1102 (0.164") 32.7% n\a 1 07-07-12 Live Load Deflection L/1377 (0.131") 34.9% n\a 6 07-07-12 Max Defl. 0.164" 16.4% n\a 1 07-07-12 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-07-12 8" L 12" Circular Horizontal H02 10-08-12 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 631 Ibs 46.4% 58.4% IUS1.81/16 B2 Hanger 2" x 1-3/4" 631 Ibs 54.9% 58.4% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-09 Cautions Hanger IUS1.81/16 requires (14) 10dx1.5 face, nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 47 of 83 Boise cascade Single 16" BCI® 4500s-1.8 SSEE3 1;st FloorlFloor JoistslJ5(i780) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS [.Repetitive I Glued & nailed March.24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J5(i780) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis is basedon IBC 2009. 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 CALCO, BC FRAMER@ , AJST°", ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAMTm, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 48 of 83 I@ Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Single 16" BCI® 4500s-1.8 PASSE® 1st Floor\Floor Joists\J6(i714) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J6(i714) Specifier: Designer: B1 03-08-03 82 Total Horizontal Product Length = 03-08-03 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 25./0 6/0 B2,2" 27/0 7/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-04-00 03-08-00 Top 15 4 n\a 2 FC1 Floor Material Conc. Pt. (Ibs) L 00-03-00 00-03-00 Top 1 n\a Controls Summary- -`'Value - "- - %Allowable Duration ""'" Case " " Location - Pos. Moment 26 ft-Ibs 0.6% 100% 1 01-11-01 End Reaction 33 Ibs 3.1 % 100% 1 03-08-03 End Shear 30 Ibs 1.5% 100% 1 00-04-00 Total Load Deflection L/999 (0") n\a n\a 1 01-11-01 Live Load Deflection L/999 (0") n\a n\a 2 01-11-01 Max Defl. 0" n\a n\a 1 01-11-01 Span / Depth 2.5 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4"x1-3/4" 31lbs 0.5% 2.1% Unspecified B2 Hanger 2" x 1-3/4" 33 Ibs 2.4% 3.1% IUS1.81/16 BC FloorValue®.Summary BC'FloorValue®:. ; _: Subfloor: 3/4">0SB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Disclosure Controlling Location: 02-02-05 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 IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. 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 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 (U480) Live load deflection criteria. building code -accepted design Design meets arbitrary (1") Maximum Total load deflection criteria. properties and analysis methods. 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 Hanger Manufacturer: Simpson Strong -Tie, Inc. Guide and applicable building codes. To BC CALCO analysis is based on IBC 2009. obtain Installation Guide or ask questions, please call (800)232-0788 Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. before installation. Design based on Dry Service Condition. BC CALCO, BC FRAMER@ , AJSTm, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 49 of 83 Single 16" BCIO 4500s-1.8 .0 Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1 st Flooffloor JoistsU6(i742) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J6(i742) Specifier: Designer: 03-01-11 Total Horizontal Product Length = 03-01-11 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 171/0 42/0 B2, 9-3/4" 376 / 0 93 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 03-01-11 Top 4 1 n\a 2 J6(i714) Cone. Pt. (Ibs) L 00-07-02 00-07-02 Top 26 6 n\a 3 — J5(i780) Cone. Pt. (Ibs)-- L - 01-08-13 Ot=08=13-~Top 5'10--12-7---- - — -- n\- - - Controls Summary Value %Allowable Duration Case Location Pos. Moment 305 ft-Ibs 7.5% 100% 1 01-08-13 End Reaction 469lbs 31.8% 100% 1 03-01-11 End Shear 466 Ibs 23.6% 100% 1 02-03-15 Total Load Deflection L/999 (0.003") n\a n\a 1 01-08-13 Live Load Deflection L/999 (0.003") n\a n\a 2 01-08-13 Max Defl. 0.003" n\a n\a 1 01-08-13 Span / Depth 1.7 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 213 Ibs 12.8% 19.7% IUS1.81/16 B2 Wall/Plate 9-3/4" x 1-3/4" 469 Ibs 3.1 % 31.8% Unspecified BC FloorValueO Summary BC FloorValueO: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 01-04-04 Cautions Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Page 50 of 83 Boise cascade Single 16" BCI® 4500s-1.8 P�iSgsE® 1st FloorlFloor JoistsU6(i742) (Floor Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J6(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 I 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. .BC CALC@ analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 51 of 83 I a Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Single 16" BCI® 4500s-1.8 1 st Floor\Floor JoistslJ6(i746) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 0 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J6(i746) Specifier: Designer: 61 03-04-03 62 Total Horizontal Product Length = 03-04-03 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 310/0 78/0 B2, 2" 269 / 0 67 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 J4(i769) Cone. Pt. (Ibs) L 01-06-13 01-06-13 Top 579 145 n\a Controls Summary Value %Allowable Duration Case Location Pos: Mornbnt 565 ft-Ibs - 13.8% -----100% 1 End Reaction 387 Ibs 35.8% 100% 1 00-00-00 End Shear 387 Ibs 19.6% 100% 1 00-02-00 Total Load Deflection L/999 (0.007") n\a n\a 1 01-06-12 Live Load Deflection L/999 (0.005") n\a n\a 2 01-06-12 Max Defl. 0.007" n\a n\a 1 01-06-12 Span / Depth 2.4 % Allow % Allow Bearing Supports Dim. (LxMn Value Support Member Material B1 Hanger 2" x 1-3/4" 387 Ibs 28.5% 35.8% IUS1.81/16 B2 Hanger 2" x 1-3/4" 337 Ibs 20.2% 31.2% IUS1.81/16 BC FloorValue® Summary BC FloorValue@): Subfloor: 3/4' OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 01-09-05 Cautions Hanger [US1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the hanger IUS1.81/16 at B2 is a Double 1-314" x 16" VERSA -STRAND@ RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (1-/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. BC CALCO analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 52 of 83 ' Boise Cascade Single 16" BCI® 6000s-1.8 PASSE® BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 O B1 1st FloorlFloor JoistslJ7(i748) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i748) Specifier: Designer: 20-02-08 Total Horizontal Product Length = 20-02-08 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2" 797 / 0 199 / 0 B2, 5-1/2" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof ocS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment ­t354 it=Ibs- 88.3% - — ­100% -1 09-11-08--- End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection 1_/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 5-1/2" x 2-5/16" 996 Ibs 18.4% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: W RWIITIZESubfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 53 of 83 Boise cascade Single 16" BCI® 6000s-1.8 Pd1SSE® 1st Floor\Floor Joists\J7(U48) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(1748) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total loadldeflection 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. I Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALC® analysis is based on IBC 2009. 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, ALLJOISTO , BC RIM BOARDT-, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 54 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Floor\Floor JoistsW(U54) (Floor Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 20-02-08 B1 B2 Total Horizontal Product Length = 20-02-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 797 / 0 199 / 0 B2, 5-1/2" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos: Moment 4854 ft-Ibs 88.3% 100% .I 0941--08------- --- - End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection U654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 5-1/2" x 2-5/16" 996 Ibs 18.4% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 55 of 83 .6 1 Boise Cascade Single 16" BCI® 6000s-1.8 PASSED BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1 st Floor\Floor Joists\J7(i754) (Floor Joist) Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J7(i754) Specifier: Designer: Code reports: ESR-1336 I 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: BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMER@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 56 of 83 Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 L B1 Single 16" BCI® 6000s-1.8 1 st FloorTloor Joists\J7(i754) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1st Floor\Floor Joists\J7(i754) Specifier: Designer: Company: 20-02-08 Total Horizontal Product Length = 20-02-08 B2 Reaction Summary (Down / Uplift).(Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 797/0 199/0 B2, 5-1 /2" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment - - --- T4854ft-Ibs 88.3% 100% 1 09-11=08----- -- �.--.-----. .-.__ .. End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1% 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection L/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 5-1/2" x 2-5/16" 996 Ibs 18.4% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11=08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, �(4) 10d TF nails, (2) Strong -Grip joist nails. Page 57 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 1st FloorlFloor Joists\J7(i754) - 01 (Floor Joist) 1 BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(1754) City, State, Zip: Specifier. Customer: Designer: Code reports: ESR-1336 ! Company: Notes Design meets User specified (L/360) Total load jdeflection 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. i Hanger Manufacturer: Simpson Strong -Tie, Inc BC CALC® analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 58 of 83 IS Boise Cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Floor\Floor Joists\J7(1759) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i759) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 2 3 B1 20-0"0 Total Horizontal Product Length = 20-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2" 677 / 0 169 / 0 B2, 4" 692 / 0 173 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 40 10 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 03-09-00 Top 26 6 n\a - 3, FC1 Floor Material - Unf. Lin. (lb/ft) - - L 03-09-00 20-01-00 Top -29 - • 7 - - - -' - --•--____ _r��.�_ . _ . Controls Summary Value %Allowable Duration Case Location Pos. Moment 4180 ft-Ibs 76.1% 100% 1 09-11-06 End Reaction 846 Ibs 66.7% 100% 1 00-00-00 End Shear 844 Ibs 38.8% 100% 1 19-09-00 Hole #1 Shear 471 Ibs 77.9% 100% 3 05-00-00 Hole #2 Shear 172 Ibs 28.5% 100% 4 10-00-04 Hole #3 Shear 474 Ibs 78.4% 100% 6 14-11-14 Total Load Deflection L/608 (0.389") 59.2% n\a 1 09-11-06 Live Load Deflection L/760 (0.311") 63.2% n\a 8 09-11-06 Max Defl. 0.389" 38.9% n\a 1 09-11-06 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (Lx" Value Support Member Material B1 Hanger 2" x 2-5/16" 846 Ibs 73.6% 66.7% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 865 Ibs 10.7% 55.8% Unspecified BC FloorValue® Summary BC FloorValue®: 109377MMOSHOME1=1 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, !(4) 10d TF nails, (2) Strong -Grip joist nails. Page 59 of 83 Single 16" BCI® 6000s-1.8 _6 Boise Cascade BC CALC@ Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1 st Flooffloor JoistsW7(i759) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i759) Specifier: Designer: 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. Design meets arbitrary (0.75') Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALC® analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM®, VERSA -RIM PLUS@ , Page 60 of 83 Boise Cascade Single 16" BCI® 60005-1.8 PASSE® 1 st Floor\Floor JoistslJ7(i763) (Floor Joist) BC CALL® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i763) City, State, Zip: Specifier. Customer: Designer: Code reports: ESR-1336 Company: L L 20-01-00 B1 B2 Total Horizontal Product Length = 20-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 797/0 199/0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 4854 ft-Ibs - 88.3%- " --100%- 1- End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection L/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 996 Ibs 12.3% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 61 of 83 I Boise Cascade Single 16" BCI® 6000s-1.8 P�S� 1 st Floor\Floor JoistsW(i763) (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i763) City, State, Zip: Specifier: Customer: 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 ideflection criteria. Design meets arbitrary (I") 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. BC CALC® analysis is based on IBC 2009. 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@ , AJS'"' ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 62 of 83 Single 16" BCI® 6000s-1.8 1 0 Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st FloorlFloor JoistslJ7(1763) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i763) Specifier: Designer: Company: I O O 20-01-00 131 Total Horizontal Product Length = 20-01-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing .Live Dead Snow Wind Roof Live B1,2" 797/0 199/0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location - Pos. Moment 4854 fMbs l 88.3% 100% End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection L/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5116" 996 Ibs 12.3% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 63 of 83 .(&Boise Cascade Single 16" BCI® 6000s-1.8 PASSE® BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorTloor JoistsW7(i763) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i763) Specifier: Designer: Design meets User specified (L/360) Total load ;deflection criteria. Design meets User specified (U480) 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 64 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 ASSI= 1st FloorTloor JoistSXJ7(i763) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i763) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 20-01-00 Total Horizontal Product Length = 20-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 797/0 1..99/0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%" 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value %" Allowable Duration Case Location Pos. Moment- 4854-ft-Ibs 88.3% 100% 1 0911=08--,­--, _. End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1% 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection L/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape- Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow %" Allow Bearing Supports Dim. (Lx" Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 996 lbs 12.3% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®:1 7, 77, a Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Caution's Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 65 of 83 IS Boise Cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Floor\Floor Joists\J7(i763) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08`:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i763) City, State, Zip: Specifier: Customer: 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMERO , AJSTm, ALLJOISTO , BC RIM BOARDTm, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 66 of 83 OBoise cascade Single 16" BCI® 6000s-1.8 PASSE® 1 st FloorTloor Joists\J7(1763) - 03 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i763) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 20-01-00 B1 132 Total Horizontal Product Length = 20-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 797 / 0 199 / 0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment - --4854_fi4bs 88.3% 100% 1 09-11-08-- - ._.... End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection L/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 996 Ibs 12.3% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: = Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 67 of 83 Single 16" BCI® 6000s-1.8 16Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1 st Floor\Floor Joists\J7(U63) - 03 (Floor Joist) Dry 11 span No cant, 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i763) Specifier: Designer: j Company: Design meets User specified (L/360) Total load Ideflection 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. BC CALCO analysis is based on IBC 2009. 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@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 68 of 83 Single 16" BCI® 6000s-1.8 IS Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: B1 1 st Floor\Floor Joists\J7(i770) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i770) Specifier: Designer: 20-01-00 Total Horizontal Product Length = 20-01-00 62 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 797/0 199/0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pus. Mornerit 4854-ft-•Ibs 8ii.311/o - 100% 1 End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection L/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection L/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5116" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 996 Ibs 12.3% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: 10MMUM, NNOWUNWO Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, ,(4) 10d TF nails, (2) Strong -Grip joist nails. Page 69 of 83 Boise cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Floor\Floor JoistsW(i770) (Floor Joist) BC CALCO Member Report Dry 11 span I No'cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i770) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: i Notes Design meets User specified (L/360) Total load ;deflection criteria. Design meets User -specified (L/480) Live load deflection criteria. Design meets arbitrary (I") 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. . BC CALCO analysis is based on IBC 2009.. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 70 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Floor\Floor Joists\J7(i773) (Floor Joist) BC CALL® Member Report Dry 11 span I No cant. 24 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i773) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: L L B1 20.00-08 132 Total Horizontal Product Length = 20-00-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 607/0 152/0 B2, 3-1/2" 607 / 0 152 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 61 15 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment ___.. __.3ii-7 ft-Ibs 67.3% 100% - 1 09-11-08 End Reaction 758 Ibs 59.8% 100% 1 00-00-00 End Shear 746 Ibs 34.3% 100% 1 00-02-00 Hole #1 Shear 415 Ibs 68.6% 100% 3 05-00-00 Hole #2 Shear 153 lbs 25.3% 100% 4 10-00-04 Hole #3 Shear 419 Ibs 69.3% 100% 6 14-11-14 Total Load Deflection U687 (0.344") 52.4% n\a 1 09-11-08 Live Load Deflection L/858 (0.275") 55.9% n\a 8 09-11-08 Max Defl. 0.344" 34.4% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 758 Ibs 65.9% 59.8% ITS2.37/16 B2 Wall/Plate 3-1/2" x 2-5/16" 758 Ibs 10.7% 48.9% Unspecified BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 71 of 83 i Boise Cascade— Single 16" BCI® 6000s-1.8 PASSE® 1 st Floor\Floor Joists\J7(i773) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i773) City, State, Zip: Specifier: Customer: 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.. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMER@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 72 of 83 Boise cascade Single 16" BCI® 6000s-1.8 PASSE® 1 st Floor\Floor JoistslJ8(i753) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Floor Joists\J8(i753) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 ! Company: i 19-01-00 B1 B2 Total Horizontal Product Length = 19-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 611 / 0 153 / 0 B2, 2" 614/0 154/0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 65 16 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 3559 ft-Ibs - 64:8% - 100% - 1 09 ii6-' 5 - — - •— End Reaction 768lbs 60.5% 100% 1 19-01-00 End Shear 754 Ibs 34.7% 100% 1 00-03-08 Hole #1 Shear 209 Ibs 34.6% 100% 3 08-05-11 Total Load Deflection L/741 (0.304") 48.6% n\a 1 09-06-15 Live Load Deflection L/926 (0.243") 51.8% n\a 4 09-06-15 Max Defl. 0.304" 30.4% n\a 1 09-06-15 Span / Depth 14.1 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular, Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 3-1/2" x 2-5/16" 764 Ibs 10.8% 49.3% Unspecified B2 Hanger 2" x 2-5/16" 768 Ibs 66.8% 60.5% ITS2.37/16 BC FloorValue® Summary BC FloorValue®: 17,77aiaMilmom Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-07-04 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 73 of 83 Boise cascade Single 16" BCI® 6000s-1.8 P�BSSE® 1 st Floor\Floor Joists\J8(i753) (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J8(i753) City, State, Zip: Specifier: Customer: 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 i deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM®, VERSA -RIM PLUS@ , Page 74 of 83 S Boise Cascade Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 1st Floor\FloorJoistsW(i751) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J9(i751) Specifier: Designer: Company: O 19-01-00 Total Horizontal Product Length=19-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 787/0 196/0 B2, 2" 748 / 0 187 / 0 Load Summary Live Dead snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 40 10 n\a 2 FC1- Floor Material- - Unf. Lin. (Ib/ft) L - 00-04--00 .03-08-00 Top 15 - 4-,--- - - T,r4--_- n\a 3 FC1 Floor Material Unf. Lin. (lb/ft) L 03-09-01 19-01-00 Top 37 9 n\a 4 J6(i742) Conc. Pt. (Ibs)' L 03-09-01 03-09-01 Top 166 41 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 4472 ft-Ibs 81.4% 100% 1 09-03-08 End Reaction 935 Ibs 73.7% 100% 1 19-01-00 End Shear 975 Ibs 44.8% 100% 1 00-04-00 Hole #1 Shear 242 Ibs 40.1 % 100% 3 08-05-11 Hole #2 Shear 542 Ibs 89.7% 100% 4 14-06-11 Total Load Deflection L/587 (0.382") 61.3% n\a 1 09-06-05 Live Load Deflection L/734 (0.306") 65.4% n\a 6 09-06-05 Max Defl. 0.382" 38.2% n\a 1 09-06-05 Span / Depth 14.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal H02 14-06-11 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 2-5/16" 983 Ibs 12.1% 63.4% Unspecified B2 Hanger 2" x 2-5/16" 935, Ibs 81.3% 73.7% ITS2.37/16 BC FloorValue® Summary BC FloorValue@): Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-07-08 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 75 of 83 40 Boise cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Flooffloor JoistslJ9(i751) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J9(i751) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: I 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. BC CALCO analysis is based on IBC 2009. 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@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 76 of 83 "S Boise Cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Floor\Floor Joists\J9(1765) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 19-01-00 B1 B2 Total Horizontal Product Length=19-01-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 762 / 0 190 / 0 B2, 2" 75210 188 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (Ib/ft)' L 00-02-00 19-01-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 4318-ft-ibs ­ - 78.6% 100% _ .1 09=08=04 _..---,-_-..:-•_-. End Reaction 940lbs 74.1% 100% 1 19-01-00 End Shear 923 lbs 42.4% 100% 1 00-05-08 Hole #1 Shear 262 lbs 43.4% 100% 3 08-05-11 Hole #2 Shear 529 lbs 87.5% 100% 4 14-06-11 Total Load Deflection L/615 (0.363") 58.5% n\a 1 09-08-04 Live Load Deflection L/769 (0.29") 62.4% n\a 6 09-08-04 Max Defl. 0.363" 36.3% n\a 1 09-08-04 Span / Depth 13.9 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal H02 14-06-11 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 5-1/2" x 2-5/16" 952 Ibs 17.6% 61.4% Unspecified B2 Hanger 2" x 2-5/16" 940 lbs 81.7% 74.1 % ITS2.37/16 BC-FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-08-04 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 77 of 83 itBoise Cascade Single 16" BCI® 6000s-1.8 PASsSicD 1 st Floor\Floor JoistSW9(i765) (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J9(1765) City, State, Zip: Specifier: Customer: 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. BC CALC® analysis is based on IBC 2009. 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@ , AJS-, ALLJOIST@ , BC RIM BOARD-, BCI@ , BOISE GLULAMTP^, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 78 of 83 ISBoise Cascade Single 16" BCI® 60005-1.8 PASSE® 1 st FloorlFloor JoistslJ9(i765) - 01 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J9(i765) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: O ►. 131 19-01-00 Total Horizontal Product Length=19-01-00 62 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow . Wind Roof Live B 1, 5-1/2" 762 / 0 190 / 0 B2, 2" 752 / 0 188 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment - 4318 ft-Ibs 78:60/d __ . 100% ' 1 09-0&04-----._.--.. ,... _... -- End Reaction 940lbs 74.1% 100% 1 19-01-00 End Shear 923 Ibs 42.4% 100% 1 00-05-08 Hole #1 Shear 262 Ibs 43.4% 100% 3 08-05-11 Hole #2 Shear 529 Ibs 87.5% 100% 4 14-06-11 Total Load Deflection U615 (0.363") 58.5% n\a 1 09-08-04 Live Load Deflection L/769 (0.29") 62.4% n\a 6 09-08-04 Max Defl. 0.363" 36.3% n\a 1 09-08-04 Span / Depth 13.9 Hole Location Valid Hole Summer Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal H02 14-06-11 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 5-1/2" x 2-5/16" 952 Ibs 17.6% 61.4% Unspecified B2 Hanger 2" x 2-5116" 940 Ibs 81.7% 74.1 % ITS2.37/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-08-04 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 79 of 83 4 Single 16" BCI® 6000s-1.8 %Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorTloor Joists\J9(i765) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J9(i765) i Specifier: Designer: Company: 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. BC CALCO analysis is based on IBC 2009. Composite Ell 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®, AJS-, ALLJOISTB , BC RIM BOARD-, BCI® , BOISE GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 80 of 83 J Boise Cascade Single 16" BCI® 6000s-1.8 BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st Floor\Floor Joists\J9(i765) - 02 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 File name: N358611 L&R.mmdl Description: 1 st Floor\Floor Joists\J9(i765) Specifier: Designer: 131 19-01-00 132 Total Horizontal Product Length=19-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 762 / 0 190 / 0 B2, 2" 752 / 0 188 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 80 20 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment -4si_3Ift-lug - 78.6% 100% 1 09-08-04 End Reaction 940lbs 74.1% 100% 1 19-01-00 End Shear 923 Ibs 42.4% 100% 1 00-05-08 Hole #1 Shear 262 Ibs 43.4% 100% 3 08-05-11 Hole #2 Shear 529 Ibs 87.5% 100% 4 14-06-11 Total Load Deflection L/615 (0.363") 58.5% n\a 1 09-08-04 Live Load Deflection L1769 (0.29") 62.4% n\a 6 09-08-04 Max Defl. 0.363" 36.3% n\a 1 09-08-04 Span / Depth 13.9 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal H02 14-06-11 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 5-1/2" x 2-5/16" 952 Ibs 17.6% 61.4% Unspecified B2 Hanger 2" x 2-5/16" 940 Ibs 81.7% 74.1 % ITS2.37/16 BC FloorValue® Summary BC FloorValue®: ffX79=1 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-08-04 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 81 of 83 w Boise cascade Single 16" BCI® 6000s-1.8 PASSE® 1st Floor\Floor Joists\J9(i765) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J9(1765) City, State, Zip: Specifier. Customer: 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. BC CALCO analysis is based on IBC 2009. 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 CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 82 of 83 ' Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP PASSE® 1st FloorlFlush BeamslBM1(i743) (Flush Beam) BC CALCO Member Report Dry 11 span I No cant. March 24, 2020 08:14:39 Build 7239 Job name: File name: N358611 L&R.mmdl Address: Description: 1st Floor\Flush Beams\BM1(i743) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: B1 20-01-02 B2 Total Horizontal Product Length = 20-01-02 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 7" 3879 / 0 1136 / 0 B2, 2" 3187 / 0 957 / 0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% _ 0 .Sel&Weight Unf. Lin. (Ib/ft) .__-,1.. ,_.00-00-00 20-01-02 Top 00-00s00.,._.__.,� 1 Smoothed Load Unf. Lin. (lb/ft) L 00-00-00 17-03-11 Top 320 80 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 03-09-01 20-01-02 Top 39 10 n\a 3 J6(i746) Conc. Pt. (Ibs) L 03-09-15 03-09-15 Top 271 68 n\a 4 J3(i783) Conc. Pt. (Ibs) L 18-03-11 18-03-11 Top 575 144 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 21796 ft-Ibs 58.3% 100% 1 10-03-11 End Shear 4199 Ibs 39.5% 100% 1 01-11-00 Total Load Deflection L/377 (0.62") 63.7% n\a 1 10-03-10 Live Load Deflection L/488 (0.479") 73.7% n\a 2 10-03-10 Max Defl. 0.62" 62.0% n\a 1 10-03-10 Span / Depth 14.6 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 7" x 3-1/2" 5015 Ibs 23.4% 27.3% Unspecified B2 Hanger 2" x 3-1/2". 4144 Ibs n\a 78.9% Hanger Cautions Hanger model Hanger was not found. Hanger has not been analyzed for adequate capacity. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Unassigned BC CALCO analysis is based on IBC 2009. 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, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 83 of 83