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Home My WebLink AboutWind Load CalcsaBoise Cascade fff�g Single 16" BCI® 4500s-1.8 SSE 1st FloorTloor JoistsWI(i737) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i737) City, State, zip: Specifier: C RE E K S I D E L O T 73 Customer: Designer: Code reports: ESR-1336 Company: 131 17-09-00 Total Horizontal Product Length = 17-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 646/0 161 /0 B2, 2" 701 /0 175/0 B2 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 U619 (0.337") 58.1 % n\a 1 09-00-02 Live Load Deflection U774 (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 Bearing Supports % Allow Dim. (LxW) Value Support % Allow Member Material Reviewed for Code Compliance B1 Wall/Plate 4" x 1-3/4" 807 Ibs 13.2% 54.7% Unspecified Universal Engineering B2 Hanger 2" x 1-3/4" 876 Ibs 76.2% 81.1% 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_1-of 83 Boise cascade Single 16" BCI® 4500s-1.8 1st FlooAFloor JoistsUI(i737) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J 1 (i737) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (U360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. 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-2_of-83 % I Boise Cascade Single 16" BCI® 4500s-1.8 P SSA 1st Flooffloor JoistsUl(i757) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1 (i757) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: O re B1 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" 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 U738 (0.283") 48.8% n\a 1 09-00-02 Live Load Deflection U922 (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 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 3 of; 83- Botsecascade — Single 16" BCI® 4500s-1.8 POSE 1st Flooffloor JoistslJ1(U57) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 (U360) 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 CALCO, BC FRAMERO , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@), VERSA -RIM PLUS@) , Page;4 Single 16" BCI® 4500s-1.8 6 I a Boise Cascade - BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st FloorlFloor JoistslJ1(i757) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J1(i757) Specifier: Designer: Code reports: ESR-1336 Company: O 1311 n-09-00 Total Horizontal Product Length = 17-09-00 62 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 U738 (0.283") 48.8% n\a 1 09-00-02 Live Load Deflection U922 (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. (Lx" 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 Ibs 63.7% 67.8% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Ml 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. X Boise Cascade Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorlFloor JoistsW I (i757) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUS@ , S Boise Cascade Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st Floor\Floor JoistslJ1(i764) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J 1 (i764) Specifier: Designer: Code reports: ESR-1336 Company: 131 1 17-09-00 Total Horizontal Product Length=17-09-00 62 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. (lb/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 U625 (0.334") 57.6% n\a 1 08-10-11 Live Load Deflection U781 (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 FloorValueO: 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 $3 _ - @Boise Cascade Single 16" BCI® 4500s-1.8 1st Flooffloor Joists1J1(1764) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i764) 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@ , aBollI e 06 cascade Single .16" BCI® 4500s-1.8 S 1st Floor\Floor JoistslJ1(1776) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i776) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 n-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% 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 lbs 81.5% 100% 3 05-00-00 Hole #2 Shear 514 Ibs 93.7% 100% 4 13-09-00 Total Load Deflection U615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection U768 (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@: g. 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 'Boise Cascade llgg= Single 16" BCI® 4500s-1.8 1st Floor\Floor JoistslJ1(1776) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st 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@ , 013olle Cascade 3 °" Single 16" BCI® 4500s-1.8 1st FlooAFloor Joists\J1(i776) - 01 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J 1 (i776) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 17-09-00 B1 132 Total Horizontal Product Length = 17-09-00 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% 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 U615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection U768 (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 D ' Boise cascade El' — Single 16" BCI® 4500s-1.8 ASSES 1st FloorlFloor JoistslJ1(i776) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J 1 (i776) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (U360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. 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@ , 613olle cascade - — Single 16" BCI® 4500s-1.8 1st Flooffloor JoistslJ1(1776) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i776) 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 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 U615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection U768 (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@: s, t 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. 1 " Boise Cascade gEg Single 16" BCI® 4500s-1.8 1st FlooiAFloor JoistsUI(i776) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 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®, 0Boise cascade Single 16" BCI® 4500s-1.8 1st Floor\Floor Joists\J1(U76) - 03 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i776) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: O B1 17-09-00 132 Total Horizontal Product Length=17-09-00 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% 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 U615 (0.339") 58.6% n\a 1 09-00-02 Live Load Deflection U768 (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. (Lx1N) 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. Ra_ge15_of83- al� Boise cascade E Single 16" BCI® 4500s-1.8 AS EI 1st Floor1Floor Joists\J1(i776) - 03 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 (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 CALC@, BC FRAMER& , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAMI-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Pa a 6-of 83 -- - - - (913olse Cascade Single 16" BCIO 4500s-1.8 PASSED 1st Floor\Floor JoistslJ1(i784) (Floor Joist) BC CALC® Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i784) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: W=A 17-OMO B1 132 Total Horizontal Product Length=17-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 514/0 129/0 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 Ibs 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 U841 (0.248") 42.8% n\a 1 09-00-02 Live Load Deflection U1051 (0.198") 45.7% n\a 6 09-00-02 Max Defl. 0.248" 24.8% 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" 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®: MIMMESM 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. a , Boise Cascade +„y' - Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor Joists\J1(i784) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i784) Specifier: Designer: Company: Design meets User specified (U360) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. 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 PLUSO , -= _P6ge;:18„9f.83=;:_ a p Boise cascade - Single 16" BCI® 4500s-1.8 1 st Floor\Floor JoistSW2(i750) (Floor Joist) BC CALC® Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J2(i750) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 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" 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 U915 (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" 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 1$ of 831 013olle Cascades Single 16" BCI® 4500s-1.8 I 1st Flooffloor JoistsW(USO) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 FloorValueO , VERSA-LAMO, VERSA -RIM PLUS@ , Page�B�f I Boise cascade imSingle 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st Floor\Floor JoistsU2(i772) (Floor Joist) Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1 st Floor\Floor Joists\J2(i772) Specifier: Designer: Company: z 1 L L 15-04-14 B1 132 Total Horizontal Product Length = 15-04-14 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 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 U1315 (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 Ibs 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 ' Boise Cascade Single 16" BCI® 4500s-1.8 1st Floor\Floor Joists\J2(i772) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J2(i772) 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 GLULAM-, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 22_of 83 - - _ Boise cascade 619M Single 16" BCI® 4500s-1.8 R SSEI 1 st Floor\Floor JoistslJ2(i782) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J2(i782) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 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 07-09-08 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 U915 (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. (Lx" 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 ITS 1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 23-of 83 — _ _ a' Boise cascade — Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistslJ2(i782) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J2(i782) 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 FRAMERO , AJS-, ALLJOISTO , BC RIM BOARDTm, BCI@ , BOISE GLULAMTm, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUSO ,-- _ Page 24't�f 8-3- _ - _ (9 Boise Cascade 5 Single 16" BCI® 4500s-1.8 1st FloorlFloor 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 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) 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 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 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 L11170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.1911, 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 FloorValueO: q 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 25=of83 _- ' Boise Cascade Single 16" BCI® 4500s-1.8 O 1st Flooffloor 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 10:19:52 Build 7239 Job name: File name: N362323L&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 FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , -- Boise Cascade ° � Single 16" BCI® 4500s-1.8 BB 1 st Flooffloor JoistsW(U60) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) 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 15110 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 U936 (0.191 ") 38.5% n\a 1 07-06-08 Live Load Deflection U1170 (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 FloorValueO: s 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. 013olse cascade Single 16" l3Cl@ 4500s-1.8 1st Floor%Floor JoistslJ3(1760) - 01 (Floor Joist) BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 (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 GLULAMTm, BC FloorValuee , VERSA -LAM), VERSA -RIM PLUS@ , a 0 Boise Cascade � Single 16" BCIO 4500s-1.8 S� 1st FlooAFloor JoistsW(U60) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 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 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 U1170 (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. -- Boise Cascade Single 16" 13C10 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st FloorlFloor JoistsW(U60) - 02 (Floor Joist) Dry 11 span I No cant. 124 OCS Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i760) Specifier: 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@.,, 0 Boise cascade Single 16" BCI® 4500s-1.8 1st FloorTloor JoistslJ3(i760) - 03 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 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 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 U1170 (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. zBoise cascade - Single 16" BCI® 4500s-1.8 1st FloorTloor JoistsW(U60) - 03 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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-, BCIO , BOISE GLULAM-, BC FloorValueO , VERSA -LAM), VERSA -RIM PLUS@ , Page 3Z-of 83 ' Boise Cascade MINE Single 16" BCIO 4500s-1.8 1st Flooffloor JoistslJ3(1760) - 04 (Floor Joist) BC CALCO Member Report Dry 11 span No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 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 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 U1170 (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 == 813oise Cascade _` Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistsU3(i760) - 04 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st 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 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@ , -- ffll f Boise Cascade � Single 16" BCI® 4500s-1.8 1st FlooiAFloor JoistsW(U60) - 05 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: �s-ot-os B1 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 U936 (0.191 ") 38.5% n\a 1 07-06-08 Live Load Deflection U1170 (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. Pagei35:of 83 Single 16" BCI® 4500s-1.8 813olse Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistsU3(1760) - 05 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st 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 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 BOARDTm, BCI® , BOISE GLULAMTm, BC FloorValue® , VERSA -LAW, VERSA -RIM PLUS®, Page 36-of aBoise Cascade - Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 1st Flooffloor JoistslJ3(i760) - 06 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J3(i760) Specifier: Designer: Company: 15-01-06 Total Horizontal Product Length=15-01-06 132 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 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 U1170 (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 1.2" 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 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-3�=of 83 _--=-- *Boise Cascade Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorTloor JoistsU3(i760) - 06 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st 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 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 38 of 83 - ' a' Boise Cascade Single 16" BCI® 4500s-1.8 1st FloorTloor Joists\J3(i760) - 07 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) 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 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 U1170 (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 131 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger [US1.81/16 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. -- 1 r Boise cascade — Single 16" BCI® 4500s-1.8 1 st FloorlFloor JoistsW(i760) - 07 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS Non -Repetitive Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 (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 40 of 83 _ _ ' Boise Cascade M1999 Single 16" BCI® 4500s-1.8 P� 1st Floor%Floor Joists\J3(i760) - 08 (Floor Joist) BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 15-01-06 B1 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. (Lx1N) 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@: Minimum Enhanced Premium Controlling Location: 07-06-11 Cautions Subfloor: 3/4" OSB, Glue + Nail Subfloor Rating: Code Minimum 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 41> of 83 _ 01�9 F Boise Cascade � Single 16" BCI® 4500s-1.8 Pf�l BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorTloor JoistslJ3(i760) - 08 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&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 (L1480) 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_42of-83- a 0 Boise Cascade i Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1st Flooffloor JoistsW(U83) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J3(i783) Specifier: Designer: Company: z 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" 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 Ibs 61.7% 100% 3 04-06-00 Hole #2 Shear 336 Ibs 61.3% 100% 4 10-07-00 Total Load Deflection U989 (0.181 ") 36.4% n\a 1 07-06-08 Live Load Deflection U1236 (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 % Allow % Allow Bearing Supports Dim. (LxW) 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 —83 ,� F Boise Cascade Single 16" BCI® 4500s-1.8 P BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistsU3(i783) (Floor Joist) Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J3(i783) 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-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@), VERSA -RIM PLUS@ , Page 44. of-8-3 - 613oi . se cascade Single 16" BCI® 4500s-1.8 1st Floor\Floor JoistSW4(i769) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J4(i769) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 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 14210 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 U907 (0.208") 39.7% n\a 1 07-11-02 Live Load Deflection U1134 (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. 6Boise cascade Single 16" BCI® 4500s-1.8 1 st FloorlFloor JoistsW4(i769) (Floor Joist) BC CALCO Member Report Dry 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J4(i769) 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 FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@), BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUS@ , _ ;Page 46-`of 0Boise Cascade Single 16" BCI® 4500s-1.8 S 1st Flooffloor JoistslJ5(1780) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st FloorlFloor Joists\J5(1780) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1311 15-03-02 Total Horizontal Product Length = 15-03-02 132 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 07-07-12 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. 1 , 013olse Cascade g= Single 16" BCI® 4500s-1.8 1 st FloorTloor JoistslJ5(i780) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st 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 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-LAMO, VERSA -RIM PLUS@ , f r Boise Cascade ffmgEg Single 16" BCI® 4500s-1.8 BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Bi 1st Flooffloor JoistslJ6(1714) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J6(i714) Specifier: Designer: Company: 03-08-03 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 B2 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 00-04-00 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 U999 (0") n\a n\a 1 01-11-01 Live Load Deflection U999 (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" x 1-3/4" 31 Ibs 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" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 02-02-05 Cautions Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. 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. Page 49_of 83 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 GLULAMT"', BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, 0Boise cascade MOM Single 16" BCIO 4500s-1.8 1st Flooffloor JoistSU6(1742) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J6(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 03-01-11 Total Horizontal Product Length = 03-01-11 132 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) Conc. Pt. (Ibs) L 00-07-02 00-07-02 Top 26 6 n\a 3 J5(i780) Conc. Pt. (Ibs) L 01-08-13 01-08-13 Top 510 127 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 305 ft-Ibs 7.5% 100% 1 01-08-13 End Reaction 469 Ibs 31.8% 100% 1 03-01-11 End Shear 466 Ibs 23.6% 100% 1 02-03-15 Total Load Deflection U999 (0.003") n\a n\a 1 01-08-13 Live Load Deflection U999 (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 FloorValue@) Summary BC FloorValue®: 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. Boise cascade - Single 16" BCI® 4500s-1.8 1st FloorliFloor JoistsW6(i742) (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239. Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J6(i742) 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 (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@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@ , Page�51 of 83 �_ (913oi'le cascade Single 16" BCI® 4500s-1.8 1st FloorTloor JoistSU6(1746) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J6(i746) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 u 03-04-03 Total Horizontal Product Length = 03-04-03 132 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. Moment 565 ft-Ibs 13.8% 100% 1 01-06-12 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 U999 (0.007") n\a n\a 1 01-06-12 Live Load Deflection U999 (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. (LxW) Value Support Member Material 131 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@): y_. fir= Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 01-09-05 Cautions Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the hanger IUS1.81/16 at B2 is a Double 1-3/4" 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 (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 52 of 83 64 , 13olse Cascade Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Bi 1st FloorlFloor Joists\J7(1748) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J7(i748) Specifier: Designer: Company: 771 CQ 20.02-08 Total Horizontal Product Length = 20-02-08 132 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% 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 lbs 91.1 % 100% 6 14-11-14 Total Load Deflection U523 (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. (Lx" 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 53_of 83 0 f Boise cascade 919Single 16" BCI® 6000s-1.8 ) BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistsW7(U48) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J7(i748) 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-, BCI@), BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , __7-- o- r Boise Cascaded Single 16" BCI® 6000s-1.8 1 st Flooffloor JoistslJ7(i754) (Floor Joist) BC CALC® Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i754) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 20-02-08 Total Horizontal Product Length = 20-02-08 132 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. (Ib/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 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 U523 (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. (LxM 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. 6noise cascade NlgEg Single 16" BCI® 6000s-1.8 1st FloorTloor JoistslJ7(1754) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i754) 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-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , fffigNi ♦ Boise Cascade Single 16" BCI® 6000s-1.8 1st FloorlFloor JoistslJ7(1754) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i754) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 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 4854 ft-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 U523 (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 57 of 14 1999 r 613oise Cascade 3 Single 16" BCl® 6000s-1.8 � 1st Flooffloor JoistsW(U54) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i754) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (U360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. 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 GLULAMTm, BC FloorValueO , VERSA -LAM@), VERSA -RIM PLUS@ , Page�8 f NO Boise Cascade .............= Single 16" BCIO 6000s-1.8 PASSE 1st Flooffloor JoistsW7(1759) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i759) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 2 3 20-01-00 Total Horizontal Product Length = 20-01-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 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 n\a 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 U608 (0.389") 59.2% n\a 1 09-11-06 Live Load Deflection U760 (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. (LxW) Value Support Member Material B1 Hanger 2" x Z-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 FloorValueO: 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. r w Boise cascade Single 16" BCI® 6000s-1.8 P 1 st FloorlFloor JoistsW7(1759) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i759) 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 (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 FloorValueO , VERSA -LAM@, VERSA -RIM PLUSO , - Boise cascade 11992 Single 16" BCI® 6000s-1.8 ��SSED 1st Flooffloor JoistSW7(1763) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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" 797/0 199/0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 160% 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 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 U523 (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 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. F Single 16" BCI® 6000s-1.8 6Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1 st Floor\Floor JoistsW7(i763) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i763) Specifier: 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 FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM), VERSA -RIM PLUS@ , - - f Boise Cascade Single 16" BCI® 6000s-1.8 1st FloorTloor Joists\J7(i763) - 01 (Floor Joist) BC CALC® Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i763) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 O Q 20-01-00 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 ft-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 U523 (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 4" x 2-5/16" 996 lbs 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 0 Boise cascade - Single 16" BCI® 6000s-1.8 1st FloorTloor JoistslJ7(i763) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 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-LAMO, VERSA -RIM PLUS@ , tPage 64 of 83 _ _ _ Boise Cascade 01�N Single 16" BCI® 6000s-1.8 1st Flooffloor JoistslJ7(i763) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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" 797/0 199/0 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 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 lbs 91.1% 100% 6 14-11-14 Total Load Deflection U523 (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 2-5116" 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@: W,17T -,7 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-65 r � t Boise cascade Single 16" BCI® 6000s-1.8 1st FloorlFloor JoistSU7(i763) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&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 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 -LAW, VERSA -RIM PLUSO , Page 66of Boise cascade 999 Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1st Flooffloor Joists\J7(i763) - 03 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1 st Floor\Floor Joists\J7(i763) Specifier: Designer: Company: 20-01-00 Total Horizontal Product Length = 20-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 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 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 U523 (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 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. ! `Boise Cascade Single 16" BCI® 6000s-1.8 I�SSEI BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloodFloor JoistsU7(i763) - 03 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J7(i763) 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 FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Pagex68 of 83 ( i I v 0 s Boise cascade - Single 16" BCIO 6000s-1.8 SSA 1st Flooffloor JoistslJ7(i770) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i770) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1311 20-01-00 Total Horizontal Product Length = 20-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 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 09-11-08 End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 lbs 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 U523 (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 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 69 of 83 - It �, Bose cascade N Single 16" BCI® 6000s-1.8 iaA SEA 1st FloorTloor JoistsW7(U70) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i770) 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 (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@ , QBoise cascade — Single 16" BCI® 6000s-1.8 SAD 1st Flooffloor JoistslJ7(1773) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i773) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: O B1 20-00-08 Total Horizontal Product Length = 20-00-08 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 607 / 0 15210 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 3697 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 Ibs 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 U858 (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 Bearing Supports Dim. (LxW) % Allow Value Support % Allow 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 7l of 83 t noise Cascade Single Single 16" BCI® 6000s-1.8 1st Floor\Floor JoistsW(i773) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st 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 (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-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM), VERSA -RIM PLUS@ , ;6Boise cascade Single 16" BCI® 6000s-1.8 �SS� 1st Floor\Floor Joists\J8(1753) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J8(i753) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: � L B1 19-01-00 Total Horizontal Product Length = 19-01-00 132 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 Tag Description 1 FC1 Floor Material Controls Summary Live Dead Snow Wind Roof OCS Live Load Tvne Ref. Start End Loc. 100% 90% 115% 160% 125% Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 65 16 Value % Allowable Duration Case Location Pos. Moment 3559 ft-Ibs 64.8% 100I/o 1 09-06-15 End Reaction 768 Ibs 60.5% 100I/o 1 19-01-00 End Shear 754 Ibs 34.7% 100I/o 1 00-03-08 Hole #1 Shear 209 Ibs 34.6% 100% 3 08-05-11 Total Load Deflection U741 (0.304") 48.6% n\a 1 09-06-15 Live Load Deflection U926 (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 I 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@: 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. n\a Page 73 of 83 11 a Boise Cascade ---. i Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistslJ8(1753) (Floor Joist) Dry 11 span I No cant. 124 OCS 1 Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J8(i753) Specifier: Desianer: 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 PLUSO , —" Page 74:�of + Boise Cascade Single 16" BCI® 6000s-1.8 = BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st Flooffloor JoistslJ9(1751) (Floor Joist) Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J9(i751) Specifier: Designer: Code reports: ESR-1336 Company: O _. 61 IMI-00 Total Horizontal Product Length = 19-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 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. (lb/ft) L 00-04-00 03-08-00 Top 15 4 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 lbs 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 U587 (0.382") 61.3% n\a 1 09-06-05 Live Load Deflection U734 (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. (Lx" 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. zBolse Cascade Elm Single 16" BCI® 6000s-1.8 1st Flooffloor JoistslJ9(1751) (Floor Joist) BC CALCO Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J9(i751) 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@ , I I Boise Cascade- = Single 16" BCIO 6000s-1.8 pSSE� 1st Flooffloor JoistsU9(i765) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: list Floor\Floor Joists\J9(i765) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: O =e B1 19-01-00 Total Horizontal Product Length=19-01-00 132 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 78.6% 100% 1 09-08-04 End Reaction 940 Ibs 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 U769 (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 FloorValueO: Kwm 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- A. I Boise Cascade - Single 16" BCI® 6000s-1.8�I 1st FloorTloor JoistsW9(i765) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J9(i765) 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-LAMO, VERSA -RIM PLUS@ , Page-78`of 83 '" Boise Cascade— Single 16" BCIO 6000s-1.8 ��SSEI 1st FloorTloor 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 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J9(i765) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 O 19-01-00 Total Horizontal Product Length = 19-01-00 62 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 4318 ft-Ibs 78.6% 100% 1 09-08-04 End Reaction 940 Ibs 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 U769 (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®: 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 4 el ' Boise cascade Single 16" BCI® 6000s-1.8 PAEi� 1st FloorTloor JoistslJ9(i765) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J9(i765) 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 80._--of 83= - - — ' ; Botse Cascade Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st Flooffloor Joists\J9(i765) - 02 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1st Floor\Floor Joists\J9(i765) Specifier: Designer: Company: O B1 19-01-00 Total Horizontal Product Length = 19-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wi B1, 5-1/2" 762 / 0 190 / 0 B2, 2" 752 / 0 188 / 0 Roof Live 132 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 78.6% 100% 1 09-08-04 End Reaction 940 Ibs 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 lbs 87.5% 100% 4 14-06-11 Total Load Deflection U615 (0.363") 58.5% n\a 1 09-08-04 Live Load Deflection U769 (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 FloorValueO: 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� -� -�: - - _. _ • __ _ - _ - - - -. _ _ - _ - " 013b�lse cascade Single 16" BCI® 6000s-1.8 I 1st Flooffloor JoistslJ9(i765) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J9(i765) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , - -- - - ' ' Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP PASEI 1st Floofflush BeamslBM1(i743) (Flush Beam) BC CALCO Member Report Dry 11 span I No cant. March 24, 2020 10:19:52 Build 7239 Job name: File name: N362323L&R.mmdl Address: Description: 1st Floor\Flush Beams\BM 1 (i743) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: B1 20-01-02 Total Horizontal Product Length = 20-01-02 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 7" 387910 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 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 20-01-02 Top 16 00-00-00 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) Cone. Pt. (Ibs) L 03-09-15 03-09-15 Top 271 68 n\a 4 J3(i783) Cone. 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 U377 (0.62") 63.7% n\a 1 10-03-10 Live Load Deflection U488 (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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@ -. _, Page 83 of 83 Boise Cascade Engineered Wood Products =)ower and Hand Driven Nailing of Multiple Ply 1 3/4" Wide VERSA -LAM` Beams When using multiple ply 1 3/4' VERSA -LAM® beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load carrying capacity of the full member decreases significantly. BC CALL® reports show a connection detail for connecting multiple ply 1 3W VERSA -LAM® beams. BC CALC® reports will either show the member having. no side loads or the calculated side load. When the nails shown on the connection detail are not readily available on the job site, the following table may be used to substitute power driven nails or hand driven nails. Example: Connection detail on the BC CALC® report shows 16d sinker nails at 12" o.c. As an alternative, 3" x 0.131" power driven nails can be used at 8" o.c. or 16d common nails can be used at 14" o.c. As Shown on BC Power Driven Nails Hand Driven Nails CALC Report C c) CV - � Te rcr) C)- TN pCV E� L00 Y� LO xm — 0 T O Nail CO o x o x o V- � � U x - x !k= - x �i� m� 02 m' co- T� O co CO M M T CO Ch cY) 24" 24" 20" 16" 12" . 24" 20" 16" 16d Common 12" 12" 10" 8" 6" 12" 10" 8" 3 1/2" x 0.162" 6" 6" N/A N/A N/A 6" N/A N/A 24" 24" 24" 18" 16" 24" 24" 20" 16d Sinker 12" 14" 12" 8" 8" 14" 12" 10" 3 1/4 " x 0.148" 6" 6" 6" N/A N/A 6" 6" N/A 24" 24" 24" 22" 18" 24" 24" 24" 16d Box 12" 16" 12" 10" 8" 16" 12" 12" 3 1/2" x 0.135" 6" 8" 6" N/A N/A 8" 6" 6" _` Alternate On -Center Spacing Notes: • For multiple ply 1 3/a" VERSA -LAM® beams with only top load,, beam may be fastened at 24" o.c. for all nails shown above (top mounted hangers shall be analyzed as side loads). • Use end distance, edge distance, row spacing and number of rows shown on connection detail found on BC CALC® Report. • Alternate nailing not available for all nail types. • Contact professional of record for connection design of side -loaded point loads beyond what is shown in Boise Cascade Tech Note LVL-4 and LVL-10. • Table is not applicable for 1 1/2" wide VERSA -LAM® beams. Tech Note LVL-17 Page 1 of 1 11/12 r Boise Cascade® ENGINEERED WOOD PRODUCTS Temporary Storage of Masonry Block on BCI° / AJS° Joist Floors In areas where concrete masonry block is used in the construction of walls, limited job site space may require the short-term storage of blocks on a BCI®/ AJS® floor. Because of the significate weight, caution should be used in the block stack placement location and size. The following guidelines shall be followed. General Notes • Limits based upon a normal weight concrete masonry unit (8x8x16) weight of 37 pounds (Reinforced Masonry Engineering Handbook, Masonry Institute of America). • No more than one masonry block stack shall be placed on any joist. • Limits shown are valid for all series and depths if the specific floor joists are properly sized for the occupancy design loads. • BCI® / AJS® joist shall not be spaced greater than 24" on -center. Floor sheathing shall be designed by the structure's design professional of record and installed properly prior to block storage. • The floor shall not be loaded with concrete masonry block for a period longer than three days. • Avoid allowing the joists or floor sheathing to get wet before or during loading. Wet wood may take a permanent set under load in the deflected shape. No Shoring Required 8" tall masonry block stack maximum 48" x 48" footprint, maximum 2 courses tall BCl/AJS Joists, max 24" o.c.s. Temporary Storage of Masonry Block Page 1 of 2 r05/2019 Boise Cascade® ENGINEERED WOOD PRODUCTS • Masonry block stack may be placed anywhere along span length with the exception of no closer than 4'-0" from any intermediate bearing. • . Concrete masonry units (8x8x16) shall be stacked no higher than two courses tall by 48 inches wide. • Deviation of preceding provisions voids BCIO / AJS® product warranty. Shoring Required t5L'11HJ0 J01515, max 24" o.c.s. :)nry block stack 48" x 48" footprint, 3 courses tall 9sign by others Q ucaiyi j uy others • The design of the shoring members and transfer of load from the shoring is the responsibility of the design professional of record. Inadequate shoring design voids the 13CI8 / AJS® product warranty. • Concrete masonry units (8x8x16) shall be stacked no higher than six courses tall by 48 inches wide. Temporary Storage of Masonry Block Page 2 of 2 ro5/2o19 , Boise Cascade Engineered Wood Products f Technical Note Temoorary Storaae of Gvosum Wall BCI"Y/AJSu Joists The practice of stacking gypsum wallboard on wood floors prior to the installation is common and necessary to the successful completion of any residential project. Because of the enormous weight, caution should be used in the placement location and size. The following guidelines are recommended by Boise Cascade EWP Engineering. • Gypsum wallboard shall be stacked no higher than 11 inches (22 sheet limit for 1/2" gypsum board, 17 sheet limit for 5/8" gypsum board). • Placement of wallboard stacks in the middle of a room is not allowed. Loading in the middle of the joist span induces greater deflections compared to loads placed near the joist's supports. • No more than one gypsum stack shall be placed on a single joist. Wallboard stacks shall be oriented with their long dimension perpendicular to the joist layout direction. In this orientation, more joists are supporting the wallboard. • The floor shall not be loaded with wallboard for a period longer than 4 weeks. • Avoid allowing the joists or floor sheathing to get wet while loaded. Wet wood will take a permanent set, which may be unsightly. Tech Note W-7 Page 1 of 1 r4/10 0.1 ITS/MIT/HIT SIMPSON Strong -Tie Engineered Wood Product Top -Flange Hangers This product is preferable to similar connectors because W of (a) easier Installation, 0) higher loads, (c) lower installed 7 cost, or a combination of these features. Simpson Strong -Tie offers a dedicated range of top -flange ]-joist hangers that meet the unique needs of I joists while offering superior performance and ease of installation - ITS The innovative ITS sets the standard for engineered wood top - flange hangers. The ITS Installs faster and uses fewer nails than any other EWP top -flange hanger. The Strong -Grip' seat and Funnel Flange' features allow standard joist Installation without requiring joist nails, resulting In the Lowest installed cost. The Strang -Grip seat firmly secures I joists with flange thicknesses from I IN to 1lb". MITIHIT - Positive -Angle Nailing (PAN) PAN is specifically designed for i joists when used with the MIT or HIT. With PAN, the nail hole material Is not removed, but is formed to channel and confine the path of the nail at approximately 450. PAN minimizes splitting of the flanges while permitting time -saving nailing from a better angle. See top flange tables on pp. 173-182. Refer to joist manufacturer's literature or appropriate Simpson Strong -Tie Connector Selection Guide for actual joist sizes. Material: ITS - 18 gauge; MiT, HIT - 16 gauge Finish: Galvanized Installation: • Use all specified fasteners. Verify that the header can take the required fasteners specified in the table, • See pp. 95-96 for more Installation information. • iTS - no joist nailing required for standard I joist installation without web stiffeners. When supporting 1-joists with web stiffeners or rectangular SCL member.(2) 0,148" x I W nails must be installed into optional triangle joist nail holes for standard installation values. • ITS - optional triangle nail holes may be used for additional load. See allowable load tables. • MIT - optional triangle nail holes may be used for increased uplift capacity. See Optional Nailing, For Increased Uplift table. • HIT - closed PAN nail holes may be used for Increased uplift capacity. See Optional Nalling For Increased Uplift table. • For sloped joists up to'/4:12 there is no reduction, between 1/4:12 and up to 1h:12. tests show a 10% reduction in ultimate hanger strength. Local crushing of the bottom flange or excessive deflection may be limiting; check with joist manufacturer for specific limitations on bearing of this type. Allowable Loads: • The ITS, MIT and HIT hangers have locations for optional nails If additional uplift is needed. Optional uplift nailing requires the addition of properly -secured web stiffeners. See the load tables for minimum required fasteners and allowable uplift loads, • For attaching to multi -ply headers, refer to technical bulletin T-C-MPLYHEADR at strongtie.com. Options: MlstneU oration - for ep R OrMIT Funnel flange ijrpioal W Installed on a Double WL • Because these hangers are fully die -formed, they cannot be HIT Installation modified. However these models will normally accommodate sy . on a 3x Nailer mounted a skew of up to 5°. on a Steel Beam Codes Seep 12 far_Code Reference Key Chart - _ tr _ _ _ HIT v (ITS, MIT sirri ,r SIMPSON S xongTie I -Joist Hangers This product Is preferable to simllarconnectors because W of (a) easier Installation, (b) higher loads, (c) lower Installed cost, or a combination of these features. The IUS is a hybrid hanger that incorporates the advantages of the face -mount and top -mount hanger. Installation Is fast with the Strong -Grip'" seat, easy -to -reach face nails and self jigging locator tabs. The MIU series hangers are designed for commercial and high -load I joist applications without requiring web stiffeners. The MIU features Positive Angle Nailing (PAN), -which minimizes splitting of the flanges while permitting time -saving nailing from abetter angle. Material: IUS — 18 gauge;. MIU — 16 gauge Finish: Galvanized Uplift Loads: • Models have optional triangle joist nail holes for additional uplift. Properly attached web stiffeners are required. • MIU — add four additional 0.148' x 11 joist nails for a total uplift load of 976 lb. • IUS — add web stiffeners -and two 0.148° x 1'/z joist nails In the triangle holes for a total uplift of 365 lb. Installation: • Use all specified fasteners. Verity that the header can take the required fasteners specified In the table. See pp. 95-96 for more installation information. • IUS — fasten hanger to header. Position I joist into hanger and snap into place. No joist nailing required. Some IUS models have triangle and round header nail holes. To achieve max download, fill both round and triangle holes. • IUS — Locator tabs are not structural. They may bs bent back to adjust for hanger placement. f • IUS — for rimboard applications see technical bulletin T RIMBDHGR at strongtie.com. • IUS — 1-joists with web stiffeners or rectangular sections can be used with the installation of (2) 0.1480 x 1 %2 nails into the optional triangle joist nails. • IUS — web stiffeners are not required with I joists when the top flange is laterally supported by the sides of the hanger unless required by 1-joist manufacturer. Options: • These hangers cannot be modified. However, these models will normally accommodate a skew of up to 50. For sloped joists up to'/4:12 there is no reduction; between 1/412 and up to 1h;12, tests show a 10% reduction in ultimate hanger strength. Local crushing of the bottom flange or excessive deflection may be limiting; check with joist manufacturer for specific limitations on bearing of this type. Codes: See p.12 for Code Reference Key Chart The Strong -Grip'" seat secures I joists in position without joist nails. - Avoid a Misinstallation Do not make your own holes. Do not.nail the bottom flange. Fur-' 1181 acater tab olus (some IUS models have triangle holes in header flanges for min./max nailing) U.S. Patent 6,523,321 IUS Installation Sequence Step 1 Step 2 Attach the IUS to Slide the 1-jolst downward the header. into the IUS until it rests above the large teardrop. _..._......-. ..._. ... .................. MIU Step 3 Firmly push or snap I joist fully into the seat of the IUS. MIU with Correct PAN Installation i