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HomeMy WebLinkAboutJoistsoise Cascade. - - Single 16" BCI® 4500s-1.8 qJ63-001 9 SSEI 1st Floor\Floor JoistsUI(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: 1st Floor\Floor Joists\J1(i737) City, State, Zip: Specifier: C RE E K S I D E Customer: Designer: LOT 33 Code reports: ESR-1336 Company: 131 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" 646/0 161/0 B2, 2" 701 / 0 175 / 0 Load Summary Live Dead Snow . Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 40 10 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 01-07-15 17-09-00 Top 40 10 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 3749 ft-Ibs 91.7% 100% 1 09-00-02 End Reaction 876 Ibs 81.1 % 100% 1 17-09-00 End Shear 860 Ibs 43.5% 100% 1 17-07-00 Hole #1 Shear 448 Ibs 81.6% 100% 3 05-00-00 Hole #2 Shear 511 Ibs 93.2% 100% 4 13-09-00 Total Load Deflection 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�',M s Y,,+ r - Max Defl. 0.337" 33.7% n\a 1 09-00-02 �; �i:�; !� ` i ,; f: '�`�� Span / Depth 13.0 1{1 G t. 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. (LxM Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 807 Ibs 13.2% 54.7% Unspecified B2 Hanger 2" x 1-3/4" 876 Ibs 76.2% 81.1% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: 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. —'age 1 of 83 Single 16" BCI® 4500s=1.8 @ I - "' Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor Joists1J1(i737) (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(i737) 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 2 of 83 aBolse cascade MEE Single 16" BCIO 4500s-1.8 PASSBD 1st FloorlFloorJoists\J1(i757) (Floor Joist) BC CALC® Member Report Dry 1 span 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: B1 •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" 586/0 147/0 B2, 2" 586 / 0 147 / 0 Load Summary Live Dead Snow Wind RVoef ocs 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-%-lbs-- 76.9%_._._.:_..._...._..1.00P,�o. _�__._._...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&: M, 73HE Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 3 of 83 Boise cascade � Single 16" BCI® 4500s-1.8 1st Flooffloor JoistslJ1(i757) (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: _... _ . Filename: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i757) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUSO , Page 4 of 83 ` Boise Cascade = Single 16" BCI® 4500s-1.8 1st FloorlFloor JoistslJ1(i757) - 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\J1(i757) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 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" 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 . 3145ft-Ibs - - --_..-76.9%-- .. 100% _ .,...1.._--•.,-OQL-0©-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 5 of 83 Boise Cascaded Single 16" BCI® 4500s-1.8 1st Flooffloor JoistslJ1(i757) - 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: _._ .. Filename: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i757) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted- design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValueO , VERSA-LAMO, VERSA -RIM PLUS@ , Page 6 of 83 Boise Cascade Single 16" BCIO 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st Floor\Floor Joists\J1(i764) (Floor Joist) Dry 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\J 1(i764) Specifier: Designer: Code reports: ESR-1336 Company: e® O 131 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 yM 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: k Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 7 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 BC CALC@ Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Floor\Floor Joists\J 1 (1764) (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\J1(i764) Specifier: Designer: Company: Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALC@ analysis is based on IBC 2009. Composite El value based on 3/4' thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , Page 8 of 83 Boise cascade Single 16" BCIO 4500s-1.8 P�SS� 1st FloorlFloor JoistslJ1(i776) (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: 75777 B1 17-09-00 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" 703/0 176/0 132 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 17-09-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location .. Pos; Moment 3774 ft-Ibs 100% - 1- -- -00-00-02_- 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 lbs 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®: --17-M I Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 9 of 83 Boise cascade Single 16" BCI® 4500s-1.8 ��El 1st FloorTloor Joists1J1(i776) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 1 24.00S 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 GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUS@ , Page 10 of 83 f Boise Cascade Y Single 16" BCI® 4500s-1.8 BC CALC® Member Report Build 7239 Job name: _ Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1st FloorlFloor JoistslJ1(i776) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed O ---.._...__...... . Filename: . Description: Specifier: Designer: Company: March 24, 2020 10:19:52 N362323L&R.mmdl 1st Floor\Floor Joists\J 1 (i776) n-09-00 Total Horizontal Product Length = 17-09-00 B2 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®: ZMEMEM1=71 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 11 of 83 Boise Cascade 0 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 JoistslJ1(i776) - 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\J1(i776) 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@ , Page 12 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st FloorTloor Joists\J1(i776) - 02 (Floor Joist) Dry 1 span I No cant. 1.24 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 File name: N362323L&R.mmdl Description: 1 st Floor\Floor Joists\J1(i776) Specifier: Designer: Code reports: ESR-1336 Company: O 131 n-09-00 Total Horizontal Product Length = 17-09-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 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. (Lx1M) 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 13 of 83 % 919E�2 Boise Cascade Single 16" BCI® 4500s-1.8 1st Flooffloor Joists\J1(i776) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 24 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 CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 14 of 83 Boise cascade Single 16" BCI® 4500s-1.8 1st FloorlFloor JoistslJ1(i776) - 03 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 24 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: 17-09-00 B1 B2 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 -PCs. Moment- -3774 ft-Ibs 92:3`4, 100% 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 15 of 83 lIse cascade 11992 Single 16" BCI® 4500s-1.8 1st FloorTloor Joists1J1(i776) - 03 (Floor Joist) I 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 (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 -LAME), VERSA -RIM PLUS@ , Page 16 of 83 01� 9);lise Cascade Single 16" BCI® 4500s-1.8 1st FloorlFloor Joists\J1(i784) (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(i784) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: O B1 n-a9-00 Total Horizontal Product Length = 17-09-00 132 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 - -..— ,759-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 L/841 (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@): Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 08-11-08 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 17 of 83 0;11se Cascade OREM BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Single 16" BCI® 4500s-1.8 1st Floor\Floor Joists\J1(i784) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed File name:_ . . Description: 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. March 24, 2020 10:19:52 N362323L&R.mmdl 1st Floor\Floor Joists\J1(i784) Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 18 of 83 0 Bolse cascade Single 16" BCI®4500s-1.8 II�SS�I 1st Flooffloor JoistslJ2(i750) (Floor Joist) BC CALC® Member Report Dry 11 span I No Gant[ 24 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: i (D'. 0,;. a L L 15-04-14 131 132 Total Horizontal Product Length = 15-04-14 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 621 /0 155/0 B2, 2" 610/0 152/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment - 28&24-ft-Ibsr.-.._..:•-:..,.69:0°/u-_ - 100% 1 ,_ 07.09-Q8-_..:.___ :._ r- - . ^_ _._ :_--,..,,.:.-_. 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 U1144 (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. (LW) 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 19 of 83 &11se Casc,d, R-= Single 16" BCI® 4500s-1.8 1 st Flooffloor JoistslJ2(i750) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS 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(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 FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@), BOISE GLULAM-, BC FloorValue@ , VERSA -LAM), VERSA -RIM PLUS@ , Page 20 of 83 poise cascade Single 16" BCI® 4500s-1.8 Ii� SED 1 st Floor\Floor JoistsW(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: z v Bi 15-04-14 132 Total Horizontal Product Length = 15-04-14 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 534/0 133/0 B2, 2" 530 / 0 133 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-14 15-04-14 Top 30 7 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14 Top 40 10 n\a Controls Summary Value % Allowable Duration Case Location T ^ Pos. Moment 2456 ft-Ibs 60.1 % 100% 1 07-09-08 End Reaction 663 Ibs 61.3% 100% 1 15-04-14 End Shear 648 Ibs 32.8% 100% 1 00-04-00 Hole #1 Shear 308 Ibs 56.1 % 100% 3 04-09-08 Hole #2 Shear 314 Ibs 57.2% 100% 4 10-10-08 Total Load Deflection L/1052 (0.171") 34.2% n\a 1 07-09-08 Live Load Deflection L/1315 (0.137") 36.5% n\a 6 07-09-08 Max Defl. 0.171" 17.1% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-09-08 8" L 12" Circular Horizontal H02 10-10-08 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 667 lbs 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®: N Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-09-07 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 21 of 83 l oise cascade = Single 16" BCI® 4500s-1.8 1st Flooffloor JoistsU2(i772) (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(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 CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMERO , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@), VERSA -RIM PLUSO , Page 22 of 83 Boise cascade Single 16" BCIO 4500s-1.8 1 st Floor\Floor JoistsW(i782) (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: 1 st Floor\Floor Joists\J2(i782) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1 131 15-04-14 Total Horizontal Product Length = 15-04-14 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 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 •••, •0.7799-08-:: . End Reaction 762 Ibs 70.5% 100% 1 15-04-14 End Shear 745 Ibs 37.7% 100% 1 00-04-00 Hole #1 Shear 354 Ibs 64.5% 100% 3 04-09-08 Hole #2 Shear 361 Ibs 65.8% 100% 4 10-10-08 Total Load Deflection L/915 (0.197") 39.3% n\a 1 07-09-08 Live Load Deflection L/1144 (0.158") 42.0% n\a 6 07-09-08 Max Defl. 0.197" 19.7% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-09-08 8" L 12" Circular Horizontal H02 10-10-08 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 764 Ibs 12.5% 51.8% Unspecified B2 Hanger 2" x 1-3/4" 762 Ibs 66.3% 70.5% ITS1.81/16 BC FloorValueO Summary BC FloorValue®: SEHIMEMM Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-09-07 Cautions Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 23 of 83 Boise cascade Single 16" BCI® 4500s-1.8 Ir�A�EI 1st Floor\Floor JoistsW(U82) (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: 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 -LAW, VERSA -RIM PLUS@ , Page 24 of 83 -Boise cascade Single 16" BCIO 4500s-1.8 .�SSBfI& 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: _ .__.__ . _ ___ -Filename: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1_ 0, L L 15.01-06 B1 62 Total Horizontal Product Length=15-01-06 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 131, 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%--: , - _ _,.- .-A 00% 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: 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-STRANDO RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 25 of 83 &oise g cascade E "= Single 16" BCI® 4500s-1.8 1st Floor\Floor J6istsW3(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 FRAMERO , AJS- ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , Page 26 of 83 MlffM Boise Cascade Single 16" BCI® 4500s-1.8 1st FloorlFloor Joists\J3(i760) - 01 (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 = 15-01-06 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location ­._ Pos-. Moment - •-----•--2777-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. Page 27 of 83 Single 16" BCI® 4500s-1.8 &oise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st Flooffloor JoistsW(U60) - 01 (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: 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-LAMO, VERSA -RIM PLUS@ , Page 28 of 83 Boise cascade Single 16" BCI® 4500s-1.8 �SS� 1st FloorlFloor JoistsW(U60) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: ___ __ ._ _.._ _...... _ _ __. z_ 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 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-t:3&.­- ... ... .... . _ End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12-' Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LXW) Value Support Member Material B1 Hanger 2" x 1 3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. , Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 29 of 83 Boise cascade Single 16" BCI® 4500s-1.8 1st FloorlFloor JoistslJ3(i760) - 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: _. _ _._..._ _ . -Filename: 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-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 30 of 83 'Boise cascade Single 16" BCIO 4500s-1.8 P�SBD 1st FloorlFloor 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: 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=15-01-06 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location -Pos. Moment -.•--z77.ft-!b> .. - 67.9% 100%._..,M ._1 --- 0-7-06-08 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 FloorValueO Summary BC FloorValue@: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND@ RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 31 of 83 Boise CascadeSingle 16" BCI® 4500s-1.8 PEI� 1st FloorlFloor 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: 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-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 32 of 83 Single 16" BCI® 4500s-1.8 OBdoise Cascade BC CALCO Member Report Build 7239 Job name: - _ - Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1st Flooffloor JoistsW(U60) - 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: 15-01-06 Total Horizontal Product Length = 15-01-06 132 Reaction Summary (Down [Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos >R3oment 2777 ft-Ibs - 6?:9% = 100% 1 --07-06-0&--., •-, - - . _ _ .... __ , . -_._,. 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. Page 33 of 83 (M-Boise Cascade Single 16" BCI® 4500s-1.8 1st Floor\Floor Joists\J3(i760) - 04 (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: Notes - Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75') Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERO , AJSTM ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@) , Page 34 of 83 Boise Cascade lg� Single 16" BCIO 4500s-1.8 PSI 1st FloorlFloor JoistslJ3(i760) - 05 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed March 24, 2020 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 = 15-01-06 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment . , ,�-f-2-7-77 ft-Ibs =- 67.9% - A 00% , _ - 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 FloorValueO Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND® RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 35 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 �=1 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FlooAFloor JoistslJ3(i760) - 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 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-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 36 of 83 613olse 5 cascade == Single 16" BCI® 4500s-1.8 PASSED 1st FloorlFloor JoistslJ3(i760) - 06 (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\J3(i760) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: _i _ 131 15-01-06 Total Horizontal Product Length = 15-01-06 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location --,,Pos.- Moment --2-7--77ft-Ibs.- -,--,-67:9%. -- 100% 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. 0.1911, 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 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-STRANDO RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81 /16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81116 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 37 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorTloor JoistslJ3(U60) - 06 (Floor Joist) Dry 11 span I No cant. 24 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 (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 FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 38 of 83 Boise Cascade Single 16" BCI® 4500s-1.8 P�SSE� 1st Flooffloor JoistslJ3(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: A st 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 07-06rO8 �. •-----....,_ .......- 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 39 of 83 Boise cascade A '"ff Single 16" BCI® 4500s-1.8 P SEi� 1st FloorTloor JoistsW(U60) - 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: 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 FRAMERO , AJS- ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 40 of 83 0 Boise Cascade Single 16" BCI® 4500s-1.8 SSBD 1st Flooffloor JoistslJ3(i760) - 08 (Floor Joist) BC CALL® 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 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 -2.777•ft-lbs=. 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 lbs 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 41 of 83 Boise cascade ' ff Single 16" BCI® 4500s-1.8 1st FloorlFloor JoistsW3(1760) - 08 (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: 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@ , Page 42 of 83 'Boise Cascade — Single 16" BCI® 4500s-1.8 SASSED 1st FloorTloor JolstsW(U83) (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(i783) - City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 2 _ 1 15-01-06 Total Horizontal Product Length = 15-01-06 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 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. (Lx" 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 FloorValueO: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-06-11 Cautions Header for the hanger IUS1.81/16 at B1 is a Double 1-3/4" x 16" VERSA -STRAND@ RIM. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 43 of 83 Boise Cascade $ Single 16" BCI® 4500s-1.8 1st Flooffloor JoistslJ3(i783) (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(i783) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75') Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , Page 44 of 83 Boise Cascade ff�E Single 16" BCIO 4500s-1.8 1st FloorlFloor JoistslJ4(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: 1 st Floor\Floor Joists\J4(i769) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 15-11-05 Total Horizontal Product Length = 15-11-05 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2" 568 / 0 142 / 0 B2, 2" 568 / 0 142 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-11-05 Top 71 18 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2757--ft-Ibs. .. 67.4% 100% ::1 - _ 0741-02,_._ _ .._,............ ...:.z<-,� :_--_..,.. 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 lbs 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 I IS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 45 of 83 J 1 � Boise cascade Single 16" BCI® 4500s-1.8 FA�� 1st 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 CALCO, BC FRAMER@ , AJSTM ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValueO , VERSA -LAM), VERSA -RIM PLUS@ , Page 46 of 83 aBolse Cascade m Single 16" BCI® 4500s-1.8 ASSEI� 1st Floor\Floor JoistSW5(i780) (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\J5(i780) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Bi 15-03-02 Total Horizontal Product Length=15-03-02 62 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% 1600/6 125% 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 ---Post-PJoment-.. 2343 ft-Ibs--..,..._ .. 573% m 100% 1 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 lbs 54.6% 100% 4 10-08-12 Total Load Deflection L/1102 (0.164") 32.7% n\a 1 07-07-12 Live Load Deflection L/1377 (0.131 ") 34.9% n\a 6 07-07-12 Max Defl. 0.164" 16.4% n\a 1 07-07-12 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-07-12 8" L 12" Circular Horizontal H02 10-08-12 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 631 Ibs 46.4% 58.4% IUS1.81/16 B2 Hanger 2" x 1-3/4" 631 Ibs 54.9% 58.4% ITS1.81/16 BC FloorValue® Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 07-07-09 Cautions Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 47 of 83 TBoIse Cascade Single 16" BCI® 4500s-1.8 1st Flooffloor Joists1J5(i780) (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: 1 st Floor\Floor Joists\J5(i780) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 48 of 83 BOISe cascade -- Single 16" BCI® 4500s-1.8 1st Flooffloor JoistSW6(1714) (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: _.._ __....__..._. __ _ ..Filename: N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J6(i714) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 03-08-03 Total Horizontal Product Length = 03-08-03 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 25/0 6/0 B2, 2" 27/0 7/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100%" 90%" 115%" 160%" 125%" 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-04-00 03-08-00 Top 15 4 n\a 2 FC1 Floor Material Conc. Pt. (Ibs) L 00-03-00 00-03-00 Top 1 n\a Controls SummaPy­­-Value--..- - -%Allowable - . _-Duration--:-_,- Case Location ---- Pos. Moment 26 ft-Ibs 0.6% 100% 1 01-11-01 End Reaction 33 Ibs 3.1 % 100% 1 03-08-03 End Shear 30 Ibs 1.5% 100% 1 00-04-00 Total Load Deflection L/999 (0") n\a n\a 1 01-11-01 Live Load Deflection U999 (0") n\a n\a 2 01-11-01 Max Defl. 0" Span / Depth 2.5 n\a n\a 01-11-01 % 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® Su BC FloorValueO: 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 CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry.Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@), BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 49 of 83 L, Boise Cascade Single 16" BCIO 4500s-1.8 S 1st Flooffloor JoistSW6(i742) (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(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 03-01-11 Total Horizontal Product Length = 03-01-11 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 171/0 42/0 B2, 9-3/4" 376 / 0 93 / 0 Load Summary Live Dead snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 03-01-11 Top 4 1 n\a 2 J6(i714) Conc. Pt. (Ibs) L 00-07-02 00-07-02 Top 26 6 n\a -=. _. 3 ._. . J5 i780 - - - - ^ _ __,_, . _._.: ma c Pi. lbs. -,_.._ -L 01-08-13 „01-084_ To 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. (Lx" 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. Page 50 of 83 Boise cascade -- Single 16" BCI® 4500s-1.8 SSE 1st Floor\Floor Joists\J6(i742) (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: __ _.._. __.__ . ..Filename: 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 (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 GLULAMTA°, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@ , Page 51 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 B1 1st Flooffloor J6ists1J6(i746) (Floor Joist) Dry 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\J6(i746) Specifier: Designer: Company: 0 03-04-03 Total Horizontal Product Length = 03-04-03 B2 Reaction Summary (Down / Uplift) (lbs) 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) Conc. Pt. (Ibs) L 01-06-13 01-06-13 Top 579 145 n\a Controls Summary Value % Allowable Duration Case Location Pos.Memant- — -= 565ft-Ibs- 13.8° ..__._.. 100% 1 End Reaction 387 Ibs 35.8% 100% 1 00-00-00 End Shear 387 Ibs 19.6% 100% 1 00-02-00 Total Load Deflection 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 B1 Hanger 2" x 1-3/4" 387 Ibs 28.5% 35.8% IUS1.81/16 B2 Hanger 2" x 1-3/4" 337 Ibs 20.2% 31.2% IUS1.81/16 BC FloorValue® Summa BC FloorValue@): 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 FRAMERO , AJS-rm, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@), VERSA -RIM PLUS@ , Page 52 of 83 0 Boise Cascade Single 16" BCI® 6000s-1.8 PASSED 1st FloorlFloor JoistslJ7(i748) (Floor Joist) BC CALL® 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(i748) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: �. B1 20-02-08 B2 Total Horizontal Product Length = 20-02-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 797 / 0 199 / 0 B2, 5-1/2" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos:-Moment _ .,,� �_ _.__._4854.ft-Ibs 88:3%.�.._:._.—,,:.:100°l0 1._._..._ .Og-1� 08 - ::•__.,. P_.,..s ..,, .. 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" H03 14-11-14 811, L 12" Circular Horizontal 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 53 of 83 ,Boise cascade Single 16" BCI® 6000s-1.8 1st FloorTloor JoistskR(i748) (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: __ _ . _. _ _.. __ ..Filename: . N362323L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i748) 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 PLUSO , Page 54 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 dd 'Y7.� — BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1 st FloorlFloor JoistslJ7(i754)' (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(i754) Specifier: Designer: Company: O:. 2 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 - -- ^�8F4_ft-Ibs ..�. __..,.., _ , 88.3%- - 100% End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1 % 100% 6 14-11-14 Total Load Deflection 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 55 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 PSE 1st FloorTloor JoistsW(i754) (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(i754) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: (Votes 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 FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@ , Page 56 of 83 Boise Cascade MEM Single 16" BCIO 6000s-1.8 PSS�D 1st FloorlFloor JoistslJ7(i754) - 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: 1 st Floor\Floor Joists\J7(1754) 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 -09-1.1-08--._.1._,,., End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 Ibs 91.1% 100% 6 14-11-14 Total Load Deflection 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%M 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 2-5116" 996 Ibs 18.4% 64.2% Unspecified BC FloorValue@ Summary BC FloorValue®: Subfloor:.3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 57 of 83 6 Boise Cascade Single 16" BCI® 6000s-1.8 , 1 st Flooffloor JoistslJ7(1754) - 01 (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\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-, BCI@), BOISE GLULAM-, BC FloorValueO , VERSA -LAM@), VERSA -RIM PLUS@ , Page 58 of 83 Single 16" BCI® 6000s-1.8 @ ' Boise Cascade BC CALC® Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st Flooffloor JoistsW(U59) (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(i759) Specifier: Designer: Company: 2 3 O Q" Q I I 20-01-00 Bi 62 Total Horizontal Product Length = 20-01-00 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.-(Ib/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 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 2-5/16" 846 Ibs 73.6% 66.7% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 865 Ibs 10.7% 55.8% Unspecified BC FloorValue® Summary BC FloorValue®: ' - E »-41 _ _°= Subfloor. 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 59 of 83 zBolle Cascade Single 16" BCI® 6000s-1.8 P �SEI 1st Flooffloor JoistslJ7(i759) (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: Filename: N362323L&R.mmdl Address: Description: 1 st 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 (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 60 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 1st Floor\Floor JoistslJ7(i763) (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: 1 st Floor\Floor Joists\J7(i763) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 20-01-00 131 132 Total Horizontal Product Length = 20-01-00 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 797/0 199/0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location 4854 ft-Ibs .: -. ..88.3%... ,, ­100% . --...1..,.... ,: OJ_3.1, 9g ._.__.,._ .,..,. 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 42 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. (Lx" Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16"' 996 Ibs 12.3% 64.2% Unspecified BC FloorValue® Summary BC FloorValue®: sue___:- __ Subfloor. 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 61 of 83 1 1 � Boise cascade 1 - Single 16" BCI® 6000s-1.8 1st FloorTloor JoistsW7(i763) (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 EI value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to thetermsof 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 62 of 83 I 1 Boise cascade - - Single 16" BCIO 6000s-1.8 a 1st Flooffloor Joists\J7(1763) - 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: 1 st 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 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 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 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos.-Moment­- _., :--_.--4854-.ft-Ibs — 88.3% 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 81t, 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(D Summary BC FloorValue®: >��.. 77 Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 63 of 83 `� Boise Cascade Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st FloorlFloor Joist!§W(U63) - 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\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 FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 64 of 83 Single 16" BCI® 6000s-1.8 (94 ' ' Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: 1st FloorlFloor JoistslJ7(i763) - 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\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 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 4854ft-Ibs.. 88.3%: 100% 1...._-_•.-09 1.1 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@: PREAREEIRIMIMMOT 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 of 83 0Boise Cascade Single 16" BCI® 6000s-1.8 1st FloorTloor JoistslR(U63) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 24 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\F1oor 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 -LAM@), VERSA -RIM PLUS@ , Page 66 of 83 @Boi;e Ca"cade MEE Single 16" BCI® 6000s-1.8 1st FloorTloor JoistsU7(1763) - 03 (Floor Joist) BC CALCO Member Report Dry 11 span 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 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 797/0 199/0 B2, 4" 797/0 199/0 82 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 - .....-....TA854-ft-Ibs ---•-8&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@: 1311=12REWO FEZ Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 67 of 83 Boise cascade - Single 16" BCI® 6000s-1.8 5 3 1st FloorlFloor JoistsW7(i763) - 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_ _. _...._...._ ..r. . Address: Description: 1st Flooffloor JoistsW(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-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 68 of 83 Single 16" BCIO 6000s-1.8 9), Boise Cascade BC CALC® Member Report Build 7239 Job. name: Address: City, State, Zip: Customer: Code reports: ESR-1336 O B1 1st Flooffloor JoistsW(i770) (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(i770) 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 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%,.v,_.,_.:.__ 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 1_/523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection L/654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 996 Ibs 12.3% 64.2% Unspecified BC FloorValue@ Summary BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 69 of 83 0 Boise cascade ` = Single 16" BCI® 6000s-1.8 PSS�I 1 st FloorTloor JoistSU7(i770) (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(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 (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 70 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: 1st FloorlFloor JoistslJ7(i773) (Floor Joist) Dry 1 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(i773) Specifier: Designer: Code reports: ESR-1336 Company: 0 0 0 20-00-08 B1 B2 Total Horizontal Product Length = 20-00-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 607/0 152/0 B2, 3-1/2" 607 / 0 152 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 61 15 n\a Controls Summary Value % Allowable Duration Case Location Pos..Moment,--- . ,., ...,.._ -3697 ft-Ibs 67.3%.--.- .. _100% 1 09-!•�-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 % Allow % Allow Bearing Supports Dim. (LXW) Value Support Member Material B1 Hanger 2" x 2-5/16" 758 Ibs' 65.9% 59.8% ITS2.37/16 B2 Wall/Plate 3-1/2" x 2-5/16" 758 Ibs 10.7% 48.9% Unspecified BC FloorValue® Summary BC FloorValue@: �I ,. r7 •_� _ Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-11-08 Cautions Header for the hanger ITS2.37/16 at B1 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 71 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 �A-_SE 1st FloorTloor JoistslJ7(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: 1 st Fioor\Floor Joists\J7(i773) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Design meets arbitrary (0.75') Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM), VERSA -RIM PLUS@ , Page 72 of 83 10 Boise Cascade '' Single 16" BCIO 6000s-1.8 1st Flooffloor JoistsU8(i753) (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\J8(i753) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 O 19-01-00 Total Horizontal Product Length = 19-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 611 / 0 153 / 0 B2, 2" 614/0 154/0 E32 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 65 16 n\a Controls Summary Value % Allowable Duration -Pos. Moment — -: 355n fx-lbs — - 64.8% 100%.. - End Reaction 768 Ibs 60.5% 100% End Shear 754 Ibs 34.7% 100% Hole #1 Shear 209 Ibs 34.6% 100% Total Load Deflection U741 (0.304") 48.6% n\a Live Load Deflection U926 (0.243") 51.8% n\a Max Defl. 0.304" 30.4% n\a Span / Depth 14.1 Hole Location Valid Case Location 1 19-01-00 1 00-03-08 3 08-05-11 1 09-06-15 4 09-06-15 1 09-06-15 Bole Summary center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate . 3-1/2" x 2-5/16" 764 Ibs 10.8% 49.3% Unspecified B2 Hanger 2" x 2-5116" 768 Ibs 66.8% 60.5% ITS2.37/16 BC FloorValue@) Summary BC FloorValueO: yr . Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-07-04 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 73 of 83 Single 16" BCI® 6000s-1.8 0 Boise Cascade BC CALCO Member Report Build 7239 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 (Votes 1st Flooffloor JoistsUB(i753) (Floor Joist) Dry 1 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 N362323L&R.mmdl Description: 1st Floor\Floor Joists\J8(i753) Specifier: Designer: Company: 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@ , Page 74 of 83 6Boise Cascade � Single 16" BCIO 6000s-1.8 �5 1st Flooffloor JoistsW9(i751) (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\J9(i751) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 19-01-00 Total Horizontal Product Length = 19-01-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 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,._ ._F.C.1..F.loQr Material. _._. Unf...Lin_,(Ib/ft) __,_,,.t,M_.__00-.04-00-.. 03-08-00 Top 3 FC1 Floor Material Unf. Lin. (lb/ft) L 03-09-01 19-01-00 Top 37 9 n\a 4 J6(i742) Conc. Pt. (Ibs) L 03-09-01 03-09-01 Top 166 41 n\a Controls Summary Value % Allowable Duration 'Case Location Pos. Moment 4472 ft-Ibs 81.4% 100% 1 09-03-08 End Reaction 935 Ibs 73.7% 100% 1 19-01-00 End Shear 975 Ibs 44.8% 100% 1 00-04-00 Hole #1 Shear 242 Ibs 40.1 % 100% 3 08-05-11 Hole #2 Shear 542 Ibs 89.7% 100% 4 14-06-11 Total Load Deflection 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. 0.3.82" 38.2% n\a 1 09-06-05 Span / Depth 1-4.0 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 FloorValueO: Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-07-08 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 75 of 83 *Boise cascade Single 16" BCI® 6000s-1.8 1st Floor\Floor Joists\J9(i751) (Floor Joist) BC CALC@ 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\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 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 FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 76 of 83 aw Bolse Cascade — Single 16" BCIO 6000s-1.8 ASS�lC4 1st Floor\Floor JoistsW9(i765) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 Build 7239 Job name: ____... _.. _ _._ ..._ _.__.. - ...-Filename: N362323L&R.mmdl Address: Description: 1st Floor\Floor Joists\J9(i765) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 19-01-00 131 62 Total Horizontal Product Length = 19-01-00 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 _...:..__ 4318P 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 FloorValue®: = Subfloor: 3/4" OSB, Glue + Nail Minimum Enhanced Premium Subfloor Rating: Code Minimum Controlling Location: 09-08-04 Cautions Header for the hanger ITS2.37/16 at B2 is a Double 2 x 10 SPF SS. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 77 of 83 SBoise Cascade Single 16" BCI® 6000s-1.8 1st FloorTloor JoistslJ9(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 -LAM@, VERSA -RIM PLUS@ , Page 78 of 83 Boise Cascade Eg��g Single 16" BCIO 6000s-1.8 P SS D 1st FloorTloor JoistSU9(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 1MI-oo Total Horizontal Product Length.= 19-01-00 Q 132 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 -•Poa: Moment 4318ft-Ibs._.. -......78;6%% _.. 1.00% End Reaction 940lbs 74.1% 100% 1 19-01-00 End Shear 923 Ibs 42.4% 100% 1 00-05-08 Hole #1 Shear 262 Ibs 43.4% 100% 3 08-05-11 Hole #2 Shear 529 Ibs 87.5% 100% 4 14-06-11 Total Load Deflection U615 (0.363") 58.5% n\a 1 09-08-04 Live Load Deflection 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 83 *Boise Cascade E2�2 Single 16" BCI® 6000s-1.8 1 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: __.._ ___.._._____.,_. --Filename: 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 (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 80 of 83 Boise Cascade Single 16" BCI® 6000s-1.8 BC CALC® Member Report Build 7239 Job name:. _. _.. -_- Address: City, State, Zip: Customer: 1st Flooffloor Joists\J9(i765) - 02 (Floor Joist) Dry 11 span I No cant. J 24 OCS I Repetitive I Glued & nailed March 24, 2020 10:19:52 N362323L&R.mmdl . Description: 1st Floor\Floor Joists\J9(i765) Specifier: Designer: Code reports: ESR-1336 Company: 131 19-01-00 Total Horizontal Product Length = 19-01-00 132 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 _ -- • 09-98-04--,­.:..-:.:,a� , _.,_. -_..- ...... 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 L/769 (0.29") 62.4% n\a 6 09-08-04 Max Defl. 0.363" 36.3% n\a 1 09-08-04 Span / Depth 13.9 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal H02 14-06-11 8" L 12" Circular Horizontal % Allow %" Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 5-1/2" x 2-5/16" 952 Ibs 17.6% 61.4% Unspecified B2 Hanger 2" x 2-5/16" 940 Ibs 81.7% 74.1 % ITS2.37/16 BC FloorValue® Summary BC FloorValue®: MM 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 Boise cascade Single 16" BCI® 6000s-1.8 �El 1st FloorTloor JoistSU9(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 (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 BOARDTM, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 82 of 83 Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP 1st Floor\Flush Beams\BM1(i743) (Flush Beam) BC CALCO Member Report Dry 11 span No cant. March 24, 2020 10:19:52 Build 7239 Job name: ---- --- ----- _...____ . File name: _. N362323L&R.mmdl. Address: Description: 1st Floor\Flush Beams\BM1(i743) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: 131 20-01-02 Total Horizontal Product Length = 20-01-02 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,.7' 3879 / 0 1136 / 0 B2, 2" 3187 / 0 957 / 0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% .Unf..Lin; 41b/ft) w _.._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) Conc. Pt. (Ibs) L 03-09-15 03-09-15 Top 271 68 n\a 4 J3(i783) Conc. Pt. (Ibs) L 18-03-11 18-03-11 Top 575 144 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 21796 ft-Ibs 58.3% 100% 1 10-03-11 End Shear 4199 Ibs 39.5% 100% 1 01-11-00 Total Load Deflection U377 (0.62") 63.7% n\a 1 10-03-10 Live Load Deflection L/488 (0.479") 73.7% n\a 2 10-03-10 Max Defl. 0.62" 62.0% n\a 1 10-03-10 Span / Depth 14.6 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 7" x 3-1/2" 5015 Ibs 23.4% 27.3% Unspecified B2 Hanger 2" x 3-1/2" 4144 Ibs n\a 78.9% Hanger Cautions Hanger model Hanger was not found. Hanger has not been analyzed for adequate capacity Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (U360) 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@ , AJSTA1, ALLJOISTO , BC RIM BOARDTM, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUS@ , Page 83 of 83 I k Boise Cascade Engineered -Wood Products— Alternative Power and Hand Driven Nailing of Multiple Plv 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 CALC® reports show a connection detail for connecting multiple ply 1 3/4' 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 CALe Report CD 00 M ,- N O CNO E a)x CO co Q T O �P T TCO O T T N O T E O YT0 C O r m 0 Nail C X xC xCD 0x U; �x -o= vx d x 2 - x �i= - x = -0� �� m; T'�n O C� CO Q7 T CO Cry , c' ) 24„ 24„ 20„ 161' 12". 24„ 20„ 16" 16d Common 12 12 10 8 6 12 10 8 3 1/z' x 0.162" 6JJ6 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" 1 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" ,9�_ .__ .1 Alternate -On -Center Spacing Notes: • For multiple ply 1 3W 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 kAVEN-OKEERED Boise Cascade® 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 (8x8xl 6) 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-lo.ads.... • 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 ro5/2o19 r t 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 BCI® / AJS® product warranty. Shorinq Required rS,WAJJ JURAS, max 24" o.c.s. mry block stack 0" x 48" footprint, 3 courses tall asign by others L) -qj.. wy 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 BCI® / 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 1`05/2019 Boise Cascade Engineered -Wood Products Temporary Storage of Gypsum BCI°/AJS° Joists Technical Note Nallboard on 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 IJ-7 Page 1 of 1 r4/10 ITS/MIT/HIT Engineered Wood Product Top -Flange Hangers - - This product is preferable to similar connector because of (a) easier installation, (b) higher loads, (c) lower installed cost, or a combination of these features. Simpson Strong Tie offers a dedicated range of top -flange I -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 Strong -Grip seat firmly secures 1-joists with flange thicknesses from 1'A' to 1 Iff. MITfHIT — 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 jolst installation without web stiffeners. When supporting I -joists with' web stiffeners or rectangular SCL member.(2) 0,148• x 1'h" naffs 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 nell'holes may be used for increased uplift capacity. See Optional Nailing For Increased Uplift table. • For sloped joists up to 1/4:12 there is no reduction, between 1/4:12 and up to'/z:12, tests show a 10`Yo 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 ffS, 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.coni. Options: • Because these hangers are fully die -formed, they cannot be modified. However these models will normally accommodate a skew of up to 60. Codes: See p.12 for Code Reference Key Chart optional lolstnall locdm - for uptiR a(MIT 6HIT Funnel flange Typical MiT Installed. on a Double L1(L HIT installation on a 3x Nailer mounted on a Steel Beam (/T3, MiT similar) IA1(:oC1(::::; -,;.: r;n .... , .r-,,,r; SIMPSON Strong --Tie I -Joist -Hangers 6�0 This product is preferable to similar connectors because W of (a) easier installation, (b) higher loads, (c) lower installed cost, or a combination of these features. 4 ' The IUS is a hybrid hanger that incorporates the advantages of �q the face -mount and top -mount hanger. Installation Is fast with the i p Strong -Grip' seat, easy -to -reach face nails and self -jigging locator tabs. m The MIU series hangers are designed for commercial and high -load v C I joist applications without requiring web stiffeners. The MIU features o Positive Angle Nailing (PAN), -which minimizes splitting of the flanges Vwhile permitting time -saving nailing from a better angle. a E Material: IUS 18 gauge;. MIU — 16. gauge 11 E Finish: Galvanized Uplift Loads: N. • Models have optional triangle joist nail holes for additional uplift. 0 C. Properly attached web stiffeners are required. so • MIU — add four additional 0.148" x 11h" joist nails for a total V .uplift load of 975 lb. • IUS — add web stiffeners and two 0148" x 11h' joist nails In the triangle Funnel 1 ibr flat fora total uplift of 365 lb. Installation: (some IUS models • Use all specified fasteners. Verify that the header can have triangle holes, specified in the table. in header flanges take the required fasteners s p for min./max. nailing) See pp. 95-96 for more installation information. U.S. Patent 6,523,321 • 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 be bent back to adjust for hanger placement. • IUS — for rimboard applications see technical bulletin T RIMBDHGR at strongtie.com. ; • IUS — I -joists with webstffeners or rectangular sections can' be used with the installation of (2) 0.148" x 11/z 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 I -joist manufacturer. Options: • These hangers cannot be modified. However, these models will normally accommodate a skew of up to 51. 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. Codes; See p.12 for Code Reference Key Chart ocater tab IUS Installation 'Sequence . The Strong -Grip'" seat secures 11joists in position withoutjoist nails. . Avoid a Misinstallation Do not make your own holes. Do not.nail the bottom flange. Step 1 Step 2 Attach the IUS to Slide the 1-joist'downward the header. into the IUS until it rests above the large teardrop. ..... ........---- .........__...._......._..._.......__............_............_.........._..._._.........._..._. MIU Step 3 Firmly push or snap 1-joist fully into the seat of the IUS. .MIU with Correct PAN Installation