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Home My WebLink AboutFloor Joists661st Cascade E= Single 16" BCI® 4500s-1.8 E� 1st Floor\Floor JoistslJ1(i762) (Floor Joist) BC CALC® Member Report Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 -_..... Job..name: __ _ .. __..... . . ... . .. File name: __ . N362.326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i762) City, State, Zip: Specifier: C RE E K S I D E Customer: Designer: LOT 92 Code reports: ESR-1336 Company: 131 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 ---.:Pt9s:-Il?-r�^v7�t---n:-:=:.�..._.n.._,-'-'?1:it-1h�_....,:... _- 92.3°�u,,.._,T...d_....,__1�0°�r,-•---:------.-,1_->._09-09"s2�..__.R..:.._:_�..,.........r_r..��..:,.,—._ _.... _. _ End Reaction 879 Ibs 81.3% 100% 1 17-09-00 End Shear 863 Ibs 43.7% 100% 1 00-04-00 Hole #1 Shear 447 lbs 81.5% 100% 3 05-00-00 Hole #2 Shear 514 Ibs 93.7% 100% 4 13-09-00 Total Load Deflection U615 (0.339") 58.6% n\a 1 09-00-02 RECEIVED - Live Load Deflection U768 (0.271 ") 62.5% n\a 6 09-00-02 Max Defl. 0.339" 33.9% n\a Span / Depth 13.0 Hole Location Valid 09-00-02 APR" 3 0 2021 ST. Lucie County, Permitting Hole Summary Center Elevation Ref. Height Width Shape Orientation HOT 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal %" Allow %" Allow Bearing Supports Dim. (Lx1N) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 879 Ibs 14.4% 59.6% Unspecified B2 Hanger 2" x 1-3/4" 879 Ibs 76.5% 81.3% ITS1.81/16 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. ?.1 COL, — D ic?cy 1' 'i'1 i is P Ii 'J :I!`if� Page 1 of 82 Single 16" BCI® 4500s-1.8 &I oise Cascade -- -- BC CALCO Member Report Build 7493 Job name: Address: 1 st FloorTloor JoistslJ1(i762) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 -.File-name: _. _ N362326L&R.mmdl Description: 1 st Floor\Floor Joists\J 1(i762) 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 PLUSO , Page 2 of 82 &-boise Catcade - Single 16" BCIO 4500s-1.8 1st FloorTloor JoistsW1(i762) - 01 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:File name:. . N362326L&R.mmdl..- Address: Description: 1st Floor\Floor Joists\J 1 (i762) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 17-Os-00 Total Horizontal Product Length = 17-09-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 703/0 176/0 B2, 2" 703 / 0 176 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location :-,Pc.,u.plament-- 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 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 3 of 82 &oIse Ca§cade Single 16" BCI® 4500s-1.8 PA��EI 1st Floor\Floor Joists\J1(i762) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job. name:. _ _ _ _ ___.._._._.. _. _._ _.._ _..__.____ _ __.___.___ .. File.name:... _: N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J 1 (i762) 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 FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@ , Page 4 of 82 olse Cabcade - Single 16" BCI® 4500s-1.8 1st FloorlFloor Joists1J1(i762) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:_ Filename: _ _-N362326L&R.mmdl _ . ....... Address: Description: 1 st Floor\Floor Joists\J 1(i762) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 0 e® 131 n-09-00 Total Horizontal Product Length = 17-09-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 703/0 176/0 B2, 2" 703 / 0 176 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos.•Monent......... -------A 09-00 9z •...,-- -,::: -_. ._,.�.�_. __._ _._ _�._. �, r. 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 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 5 of 82 &oise Cascade -- BC CALCO Member Report Build 7493 Job.name:.. __.. ...... Address: City, State, Zip: Customer: Single 16" BCI® 4500s-1.8 1st FloorlFloor JoistslJ1(i762) - 02 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 _._...___.�.. _..u.........._ _..__...� __Filename:_.. N362326L&R.mmdl _._.._......___. ____...._._.. Description: 1 st Floor\Floor Joists\J1(i762) Specifier: Designer: Code reports: ESR-1336 I Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone -relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM), VERSA -RIM PLUS@ , Page 6 of 82 131 17-09-00 Total Horizontal Product Length = 17-09-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 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 -Pus.-Moment _ •- 377ARft Ihs--- -,- ,-.m.92:3% ..- ..: 100°�0..._._ :_...A...,.. -•1. w 09-08-02,.. _. _. _.__ ot. _. _._ —._ w _.._ . 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 lbs 76.5% 81.3% ITS1.81/16 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d-face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 7 of 82 Single 16" BCI® 4500s-1.8 OBoise Cascade BC CALCO Member Report Build 7493 Job name: __._.._.__.. Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistslJ1(i762) - 03 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 ........ __File name:..... N362326L&R.mmdl. Description: 1st Floor\Floor Joists\J 1 (i762) 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). -Compieteness 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 8 of 82 noise cascade 19M Single 16" BCIO 4500s-1.8 PAS �I 1st Floor\Floor JoistslJ1(1764) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:- __._ ._._.. _. - _-__ __ .... _..-_.-.--...... ._ File.name:.. N3623261_&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i764) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 17-09-00 Total Horizontal Product Length=17-09-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 646 / 0 161 / 0 B2, 2" 701 /0 175/0 132 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 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-lbs 91.7% 100% 1 09-00-02 End Reaction 876 lbs 81.1 % 100% 1 17-09-00 End Shear 860 lbs 43.5% 100% 1 17-07-00 Hole #1 Shear 448 lbs 81.6% 100% 3 05-00-00 Hole #2 Shear 511 lbs 93.2% 100% 4 13-09-00 Total Load Deflection U619 (0.337") 58.1 % n\a 1 09-00-02 Live Load Deflection U774 (0.269") 62.0% n\a 6 09-00-02 Max Defl. 0.337" 33.7% n\a 1 09-00-02 Span / Depth 1&0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" . L 12" Circular Horizontal H02 13-09-00 -8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (Lx" Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 807 lbs 13.2% 54.7% Unspecified B2 Hanger 2" x 1-3/4" 876 lbs 76.2% 81.1% ITS1.81/16 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 9 of 82 !Boise ca$cade Single 16" BCI® 4500s-1.8 PAEI 1st Flooffloor JoistsW 1 (1764) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _ _ .. _.___. _._...—_._...-..__._......_.File.name: _ . _ N362326L&R.mmdl _ . Address: Description: 1st Floor\Floor Joists\J1(i764) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite. El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified -by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is. based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUS@ , Page 10 of 82 TBolse Catcade Single 16" BCI® 4500s-1.8 PASSII 1st FloorTloor JoistsWI(i766) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job.name:._ name:. N362326.1-&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i766) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 n-09-00 Total Horizontal Product Length = 17-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 586 / 0 147 / 0 B2, 2" 586/0 147/0 132 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 67 17 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 3115ft--Ibs :.. 76.9% 100P/,3. .. 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 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 11 of 82 oise Cascade Single 16" BCI® 4500s-1.8 PA�I 1st Flooffloor JoistsW 1 (1766) (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 ..Job. name:.._ . _ _.._..._.._..,__.. __ . _ - __ . __._.__._ _----.... File.name:_.......... N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J1(i766) 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 12 of 82 EMN Boise Cascade Single 16" BCI® 4500s-1.8 P�SS�1 1st FloorlFloor JoistslJ1(i766) - 01 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 -Job name: File -name:.- _ . N362326L&R.mmdl Address: Description: 1st Fioor\Floor Joists\J 1 (i766) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company.: 131 n-OMO 62 Total Horizontal Product Length = 17-09-00 Reaction Summary {Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 586 / 0 147 / 0 B2, 2" 586 / 0 147 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 17-09-00 Top 67 17 n\a Controls Summary Value % Allowable Duration Case Location _--314.5-ft-Ibs---------- --...1.00% 1 _9 00.p, -�. 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 f2" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (Lx" Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 733 Ibs 12.0% 49.7% Unspecified B2 Hanger 2" x 1-3/4" 733 Ibs 63.7% 67.8% ITS1.81/16 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails,-(2) Strong -Grip joist nails. Page 13 of 82 bolse cascade 9119EE Single 16" BCI® 4500s-1.8 FACED 1st Flooffloor Joists\J1(U66) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Jobname:.. ___.______.._.._...__.._. _.._._.... ._.___..__.__.__.__... _ ._.File -name:.__... N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J1(i766) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (1-/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El -value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJSTM ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , Page 14 of 82 Boise Cascade @' E Single 16" BCIO 4500s-1.8 I SE 1st FloorTloor Joists1J1(i769) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _File. name:. . N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(i769) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1 7 22 L L B1 17-OMO 62 Total Horizontal Product Length = 17-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 4" 817/0 204/0 B2, 2" 662 / 0 165 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 01-07-15 17-09-00 Top 73 18 n\a 2 J6(i771) Conc. Pt. (Ibs) L 01-08-13 01-08-13 Top 308 77 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 3674 ft-Ibs 89.8% 100% 1 08-07-13 End Reaction 827 Ibs 76.5% 100% 1 17-09-00 End Shear 1021 lbs 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 WIN 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (Lx" Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 1021 Ibs 16.7% 69.2% Unspecified B2 Hanger 2" x 1-3/4" 827 Ibs 71.9% 76.5% ITS1.81/16 Cautions Header for the hanger- ITS 1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 15 of 82 "poise cascade - Single 16" BCI® 4500s-1.8 1st Floor\Floor Joists\J1(i769) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job -name: _._..____..__.. ___ . _....___._._._ _.__._....._File,name: N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(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@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 16 of 82 Boise Cascade Single 16" BCI® 4500s-1.8 �ISS�I 1st Flooffloor JoistslJ1(U72) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _...__..-... .._...--------_........._.__File_name:-. N362326L&Rsnmdl Address: Description: 1st Floor\Floor Joists\J1(i772) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1 1 2 L L 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" 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. Mornent. 2759 ft Ibf,-. 100% 1 .._N_00�02. �___._ .-.. _.:_--�..,._..>::•-_., =-::- End Reaction 643 Ibs 59.5% 100% 1 17-09-00 End Shear 631 Ibs 31.9% 100% 1 00-04-00 Hole #1 Shear 327 Ibs 59.6% 100% 3 05-00-00 Hole #2 Shear 376 Ibs 68.5% 100% 4 13-09-00 Total Load Deflection U841 (0.248") 42.8% n\a 1 09-00-02 Live Load Deflection U1051 (0.198") 45.7% n\a 6 09-00-02 Max Defl. 0.248" 24.8% n\a 1 09-00-02 Span / Depth 13.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 13-09-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 643 Ibs 10.5% 43.6% Unspecified B2 Hanger 2" x 1-3/4" 643 Ibs 55.9% 59.5% ITS1.81/16 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 17 of 82 Boise cascade EEENE Single 16" BCI® 4500s-1.8 1st Floor\Floor JoistsWI(i772) (Floor Joist) BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 . Job name: __ ..__ _.._.._,._ _.: _.....___ ___________ --Filename: N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J 1(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 FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ ,. BOISE GLULAM-, BC FloorValue@ , VERSA -LAM), VERSA -RIM PLUS@ , Page 18 of 82 6oise Cascade Single 16" BCI® 4500s-1.8 E a p, 1 st Floor\Floor JoistsW2(i745) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job..name:. - . _._..._ __.__.._.-.._— _---.. ___ ... __._--.-.-_....___... _File name: _ . N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J2(i745) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 15-04-14 Total Horizontal Product Length = 15-04-14 Reaction Summary (grown / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,4" 611/0 153/0 B2, 2" 610/0 152/0 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 00-01-12 15-04-14 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location End Reaction 762 Ibs 70.5% 100% 1 15-04-14 End Shear 745 Ibs 37.7% 100% 1 00-04-00 Hole #1 Shear 354 Ibs 64.5% 100% 3 04-09-08 Hole #2 Shear 361 Ibs 65.8% 100% 4 10-10-08 Total Load Deflection U915 (0.197") 39.3% n\a 1 07-09-08 Live Load Deflection L/1144 (0.158") 42.0% n\a 6 07-09-08 Max Defl. 0.197" 19.7% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid _Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-09-08 8" L 12" Circular Horizontal H02 10-10-08 8" L 12" Circular . Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 764 Ibs 12.5% ' 51.8% Unspecified B2 Hanger 2" x 1-3/4" 762 Ibs 66.3% 70.5% ITS1.81/16 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 19 of 82 (96olse Cascade BC CALCO Member Report Build 7493 Job name: _... . Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes Single 16" BCI® 4500s-1.8 1st FloorTloor JoistsW(i745) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 name:. N362326L&R_mmdl- Description: 1 st Floor\Floor Joists\J2(i745) 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 (I") Maximum Total load deflection criteria. Design meets arbitrary (0.75') Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM), VERSA -RIM PLUS@ , Page 20 of 82 04olse Casbade - Single 16" BCI® 4500s-1.8 S � 1 st FloorTloor Joists\J2(i755) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:._ . name: . N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J2(i755) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 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" 534/0 133/0 B2, 2" 530 / 0 133 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-14 15-04-14 Top 30 7 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 00-01-12 15-04-14 Top 40 10 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment 2456 ft-Ibs 60.1 % 100% 1 07-09-08 End Reaction 663 Ibs 61.3% 100% 1 15-04-14 End Shear 648 Ibs 32.8% 100% 1 00-04-00 Hole #1 Shear 308 Ibs 56.1 % 100% 3 04-09-08 Hole #2 Shear 314 Ibs 57.2% 100% 4 10-10-08 Total Load Deflection L/1052 (0.171 ") 34.2% n\a 1 07-09-08 Live Load Deflection L/1315 (0.137") 36.5% n\a 6 07-09-08 Max Defl. 0.171" 17.1% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-09-08 8" L 12" Circular Horizontal H02 10-10-08 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 1-3/4" 667 Ibs 10.9% 45.2% Unspecified B2 Hanger 2" x 1-3/4" 663 Ibs 57.6% 61.3% ITS1.81/16 Cautions Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 21 of 82 Boise cascade Single 16" BCI® 4500s-1.8 1 st FloorTloor JoistSW2(i755) (Floor Joist) BC CALCO Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 .Job.name:. _ _.___..__..... __ . _._____..._.____File name:._ _..N362326L&R-mmdl ____._..... ... .. . ....__. Address: Description: 1st Floor\Floor Joists\J2(i755) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (I") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie,. Inc. BC 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 FloorValuee , VERSA -LAM), VERSA -RIM PLUS@ , Page 22 of 82 613oiseCas'60. -- Single 16" BCIO 4500s-1.8 1PASSED1 1st Floor\Floor JoistsW(U59) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 .Job. name: name:..... N3623261&R.mmdl Address: Description: 1st Floor\Floor Joists\J2(i759) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 15-04-14 131 B2 Total Horizontal Product Length = 15-04-14 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 61,4" 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. 1,viornent ......._,.... 2824 ft••Ibs 1 End Reaction 762 Ibs 70.5% 100% 1 15-04-14 End Shear 745 Ibs 37.7% 100% 1 00-04-00 Hole #1 Shear 354 Ibs 64.5% 100% 3 04-09-08 Hole #2 Shear 361 Ibs 65.8% 100% 4 10-10-08 Total Load Deflection U915 (0.197") 39.3% n\a 1 07-09-08 Live Load Deflection L/1144 (0.158") 42.0% n\a 6 07-09-08 Max Defl. 0.197" 19.7% n\a 1 07-09-08 Span / Depth 11.3 Hole Location Valid Hole Summary- Center Elevation Ref. Height Width Shape Orientation H01 04-09-08 8" L , 12" Circular Horizontal H02 10-10-08 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material 61 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 Cautions Header for the hanger ITS1.81116 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 23 of 82 @1 6 EffN Boise cascade Single 16" BCI® 4500s-1.8 1st FloorTloor JoistsW2(i759) (Floor Joist) BC CALC@ Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 .Job. name: name: _. .. N362326.L&R.mmdl __.....-...-.- _ ..-_•---_.-.. Address: Description: 1st Floor\Floor Joists\J2(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 CALC@ analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued -and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject.to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , Page 24 of 82 6 0 El Boise Cascade - - Single 16" BCIO 4500s-1.8 �ASEI 1st Flooffloor JoistsW(i737) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed, February 11, 2021 12:28:44 Build 7493 Job.name:... __.----.._--_. ._.. _. _ ._ ._--___-_ . _ ._...._.File.name:.._. _.N362326.L&R mmdl Address: Description: 1 st Fioor\Floor Joists\J3(i737) 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 B 1, 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 lbs 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 Bearing Supports Dim. (Lx" Value % Allow Support % Allow 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 Cautions Header for the hanger [US1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 25 of 82 Boise cascade Single 16" BCI® 4500s-1.8 1 st FloorTloor JoistslJ3(1737) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:.. __....___..._____ ..._,__...._._ __._.._ .File -name:. N362326L&R.mmdl . . _ ._..__.-... _,__ _ -.,.._ ... _._.....�...._.._. _ ....__... Address: Description: 1st Floor\Floor Joists\J3(i737) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (L/360).Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1 ") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live 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 retying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUSO , Page 26 of 82 Boise Cascade BC CALC® Member Report Build 7493 Job. name: Address: City, State, Zip: Customer: Single 16" BCIO 4500s-1.8 1st Floor\Floor JoistslJ3(i742) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 -.._.File. name:_ _..N36232.6L&R.mmdl Description: 1 st Floor\Floor Joists\J3(i742) Specifier: Designer: Code reports: ESR-1336 Company: 131 15-01-06 Total Horizontal Product Length=15-01-06 62 Reaction Summary (Down / Uplift) (Ibs) _Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 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 2777ft-Ibs 100% _ 1....-:g�.�r.,.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 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 Cautions Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the -hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires-(2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 27 of 82 (96oise cascade Single 16" BCI® 4500s-1.8 1st Floor\Floor Joists\J3(1742) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _.._.___..__.._........ _,..... ____.__ ..______File name: ------ .N362326L&R_mmdl_._...._._._......._....___...___:_. Address: Description: 1st Floor\Floor Joists\J3(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 FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@), VERSA -RIM PLUS@ , Page 28 of 82 % B`oise Cascade - Single 16" BCIO 4500s-1.8 S� 1st Flooffloor Joists\J3(i742) - 01 (Floor Joist) BC CALCO Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:.... _ _._ _.....4__...._..._ File name:__ . N362326L&R-mmdl Address: 4 _ Description: 1st Floor\Floor Joists\J3(i742) 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 B 1, 2" 605 / 0 151 / 0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment_ . _-. - ,._..,-., 2777 ft-Ibs =_._...,. 67.9% - -1:. - z07-�06-09---.._,_.--:-:. --,-.,, —__. „__ _, ._. . - 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 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. (LxM 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 Cautions Header for the hanger [US1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 29 of 82 Boise Cascade — Single 16" BCI® 4500s-1.8 1st Flooffloor JoistsW3(U42) - 01 (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 ..Job name:name:. _,...N362326L&R-mmdl Address: Description: 1st Floor\Floor JoistsW(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 CALC@ analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output -as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 30 of 82 OBoise cascade - Single 16" BUD 4500s-1.8 P SSA 3 1st FloorlFloor JoistslJ3(i742) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job. name:- __..____......_.. ._......-__._..___.-..... _--._-��.---.._....... File -name:.. __. N362.32.6L&R.mmdl - -_T_._ . -... _ .. _ .._.... Address: Description: 1st Floor\Floor Joists\J3(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 15-01-06 B1 62 Total Horizontal Product Length = 15-01-06 Reaction Summary (Down / Uplift) (lbs) 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 - Per ilArDment __a? 7 f?.,b _....._._ .. _ :}7:9°%,. 0°/ 1. "&'-ql End Reaction 756 lbs 69.9% 100% 1 00-00-00 End Shear 739 lbs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 lbs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 lbs 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 lbs 65.7% 69.9% ITS1.81/16 Cautions Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 31 of 82 Boise cascade Single 16" BCI® IPASSEDI 1st Flooffloor JoistslJ3(i742) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued &nailed February 11, 2021 12:28:44 Build 7493 Job -name:.... _. . ........ _.. _-.___-__.-.._._..._-File..name:.._...._N362.326L&R.rnmdl...,..._..--__..._._..._...... __ ._. -_.--- Address: Description: 1st Floor\Floor JoistsW(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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , Page 32 of 82 Boise Cas6ade Single 16" BCI® 4500s-1.8 1st Flooffloor JoistSW3(i742) - 03 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non-Repetitive.1 Glued & nailed February 11, 2021 12:28:44 Build 7493 Job- name: name:..__.._N362326L&R.mmdl- Address: Description: 1st Floor\Floor Joists\J3(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company:. 131 15-01-06 Total Horizontal Product Length = 15-01-06 62 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% 1-15% 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%_ ........ 1 _no%,- --- < ... 1 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 lbs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection U936 (0.191 ") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (Lx" 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% ITS1.81/1-6 Cautions Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 33 of 82 Ml� Boise cascade Single 16" BCI® 4500s-1.8 PEi BC CALC@ Member Report Build 7493 . Job.name:.--_--- Address: City, State, Zip: Customer: Code reports: ESR=1336 Notes 1st Flooffloor Joists\J3(i742) - 03 (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 name: .. N362326.L&R_mmdl.. Description: 1st Floor\Floor JoistsW(i742) 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 PLUS@ , Page 34 of 82 814olse cascade M1992 Single 16" BCI® 4500s-1.8 P�SSi�I 1st Flooffloor JoistSU3(1742) - 04 (Floor Joist) BC CALC® Member Report Dry i 1 span I No cant. 124 OCS I Non -Repetitive i Glued & nailed February 11, 2021 12:28:44 Build 7493 Job_name:.... _ _ _ ... _ ._ _..__.._ ..__._ __ . _ .. _ .__ _. _.. _... ___._. _. _..__._.__._.__.....File name:.. _ . N362326L&R_mmdl Address: Description: 1st Fioor\Floor Joists\J3(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: o 1311 16-01-06 Total Horizontal Product Length = 15-01-06 62 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead -Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location - -Pos:-Moment -2777.ft-lbs: , -r >= 07.9%. __400% ._.._. _._-..:. 1--... ,07 06-0& :.,.._.-_:.._,.._...,,.._.,__'__r_..,._.7, _. 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 IMIM 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 Cautions Header for the hanger lUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 35 of 82 a, Boise cascade SE-- Single 16" BCI® 4500s-1.8 1st Flooffloor Joists\J3(i742) - 04 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _..____. __...__..__ ..: __._. _ _ .._._._.File.name:._ _ N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@), BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUSO , Page 36 of 82 adolse Cas6ade Single 16" BCI® 4500s-1.8 SS 1st FloorTloor JoistslJ3(1742) - 05 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 -Job.name:. _ _...____..__._._ ....._ ...._..__._- _-_. _... Fite name: ...__ N362326L&Rmmdl . Address: Description: 1st Floor\Floor Joists\J3(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1. I, 15-01-06 131 B2 Total Horizontal Product Length = 15-01-06 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (Ib/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location ,. 2777 ft-Ibs -.,-..07:9% 1..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 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 Cautions Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 37 of 82 Boise Cascade MEE Single 16" BCI® 4500s-1.8 PSS�l 1st FlooAFloor JoistSU3(i742) - 05 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job.name: ___File. name:. N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J3(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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 38 of 82 Odolse Cascade Single 16" BCI® 4500s-1.8 S 1st FloorlFloor JoistslJ3(i742) - 06 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 24 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 ..Job name:. _.___._.,_.._._File_name:.. N362326L&R.mmdl. Address: Description: 1st Floor\Floor Joists\J3(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 15-01-06 131 Total Horizontal Product Length = 15-01-06 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 605/0 151 /0 132 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 1.5-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location -.Pos: Moment - ... 1.. :.•• 07-06708..,1._. End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection U936 (0.191 ") 38.5% n\a 1 07-06-08 Live Load Deflection L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width- Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 756 Ibs 45.4% 69.9% IUS1.81/16 B2 Hanger 2" x 1-3/4" 756 Ibs 65.7% 69.9% ITS1.81/16 Cautions Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist -nails. Page 39 of 82 Boise cascade Single 16" BCI® 4500s-1.8 1st Flooffloor Joists\J3(1742) - 06 (Floor Joist) BC CALCO Member Report Dry 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job.name: _ . _ .... __.__ ._----- - N362326L&R.mmdl.._..._ .. _._. Address: Description: list Floor\Floor Joists\J3(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 CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUS@ , Page 40 of 82 Eloise cascade Single 16 BCIO 4500S-1.8 i,I 1st FloorTloor Joists\J3(i742) - 07 (Floor Joist) BC CALC® Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed Build 7493 Job -name:. ____ ._.__..__.______._. _____..__.._._.... ___,_.__.._.__.,File.name:_ - . N362326.L&R.mmdl .- February 11, 2021 12:28:44 Address: Description: 1st Floor\Floor Joists\J3(i742) 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 2777- t"-lbs .......... - c^z?•:�3�/a...... ,..... ....100% -1 0� g .L _ ,_-:.r.•_._ ..:... ._ _ _ ....�m 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 Cautions Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 41 of 82 Boise Cascade ' Single 16" BCI® 4500s-1.8 1st Flooffloor JoistslJ3(i742) - 07 (Floor Joist) BC CALC@ Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 _ Job.name:.. _._._.___......_._� __ _.:... ___,_____.__._._�_.._.._..._.File_name:..._.._ N362326L&R.mmdl_._ Address: Description: 1st Floor\Floor JoistsW(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 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 42 of 82 Boise cascade Egm Single 16" BCIO 4500s-1.8 SSA 1st FloorlFloor JoistSU3(1742) - 08 (Floor Joist) BC CALC® Member Report Dry I 1 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:,. name:. __ N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(i742) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 y 2 a 15-01-os Total Horizontal Product Length = 15-01-06 62 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 605/0 151/0 B2, 2" 605 / 0 151 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-01-06 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos-. Moment .. __, 27w? .ft: Ibs _ . _ 67:9%_......... ,, _ _10091a 1.........07--06-08 End Reaction 756 Ibs 69.9% 100% 1 00-00-00 End Shear 739 Ibs 37.4% 100% 1 00-02-00 Hole #1 Shear 358 Ibs 65.2% 100% 3 04-06-00 Hole #2 Shear 355 Ibs 64.7% 100% 4 10-07-00 Total Load Deflection L/936 (0.191") 38.5% n\a 1 07-06-08 Live Load ,Deflection - L/1170 (0.153") 41.0% n\a 6 07-06-08 Max Defl. 0.191" 19.1% n\a 1 07-06-08 Span / Depth 11.2 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-06-00 8" L 12" Circular Horizontal H02 10-07-00 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (Lx" 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 Cautions Header for the hanger IUS1.81/16 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 43 of 82 SBoise cascade Single 16" BCI® 4500s-1.8 PEE 1st Flooffloor JoistslJ3(i742) - 08 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:.. __ ___..._______..._.___ .._.____.._______....._._ _.__._._.____.__ _._._.._.File. name: N362326J-&R.mmdl Address: Description: 1st Floor\Floor Joists\J3(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 TM, BCI@), BOISE GLULAM-, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUS@ , Page 44 of 82 Boise Cascade Single 16" BCI® 4500s-1.8 PASSES 1st FloorTloor JoistsU4(i767) (Floor Joist) BC CALC® Member Report Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: ___._...__ _......-_ ._._____...___ .-. _ --- name:...._ ., N362326L&R mmdl Address: Description: 1st Floor\Floor Joists\J4(i767) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1 1 z B1 15-11-05 Total Horizontal Product Length = 15-11-05 B2 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 w?t�s:-liloment _ 2757 ft-Ibs .. _ ,,-G67:4% 100% - End Reaction 710 Ibs 65.7% 100% 1 00-00-00 End Shear 696 Ibs 35.2% 100% 1 00-02-00 Hole #1 Shear 448 Ibs 81.6% 100% 3 03-02-05 Hole #2 Shear 388 Ibs 70.8% 100% 4 11-11-05 Total Load Deflection L/907 (0.208") 39.7% n\a 1 07-11-02 Live Load Deflection L/1134 (0.167") 42.3% n\a 6 07-11.-02 Max Defl. 0.208" 20.8% n\a 1 07-11-02 Span / Depth 11.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 03-02-05 8" L 12" Circular Horizontal H02 11-11-05 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 710 Ibs 52.2% 65.7% IUS1.81/16 B2 Hanger 2" x 1-3/4" 710 Ibs 61.8% 65.7% ITS1.81/16 Cautions Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 45 of 82 Boise Cascade _ Single 16" l3Cl@ 4500s-1.8 BC CALC@ Member Report Build 7493 1st Flooffloor JoistslJ4(1767) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed Jobname: ____,._._.__...__.._.._.___-.__y_..___..._.... _._.._____.__._.,_Fale.name:__. Address: Description: 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. February 11, 2021 12:28:44 N362326L&R.mmdl ....-•_ -•_---.._..-- - z_ _ 1 st Floor\Floor Joists\J4(i767) 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 46 of 82 Bolse cascade Single 16" BCI® 4500s-1.8 1st FloorTloor JoistSU5(i741) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:... _.._-._.a_-- ---.._ _W_...-_-._ -. -- .-_ ..._.._-_--•-..--...._._.File. name:- ..... N36232.6L&R.mmdl __._._...- ...... -.-.-- Address: Description: 1 st Floor\Floor Joists\J5(i741) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1 I I 15-03-02 B1 � � 132 Total Horizontal Product Length = 15-03-02 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 505/0 126/0 B2, 2" 505 / 0 126 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160%" 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 15-03-02 Top 66 17 n\a Controls Summary Value % Allowable Duration Case Location Pos.* Momr—t.. _,.... , --_< 2343 -ftvlbs 57.3% ...-:... __ 1.00%, - 1 _-07 07-1.2-----..:-__.:,.,_:.�->.-_ End Reaction 631 Ibs 58.4% 100% 1 00-00-00 End Shear 618 Ibs 31.3% 100% 1 00-02-00 Hole #1 Shear 292 Ibs 53.3% 100% 3 04-07-12 Hole #2 Shear 300 Ibs 54.6% 100% 4 10-08-12 Total Load Deflection L/1102 (0.164") 32.7% n\a 1 07-07-12 Live Load Deflection L/1377 (0.131") 34.9%' n\a 6 07-07-12 Max Defl. 0.164" 16.4% n\a 1 07-07-12 Span / Depth 11.3 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 04-07-12 8" L 12" Circular Horizontal H02 10-08-12 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 631 Ibs 46.4% 58.4% IUS1.81/16 B2 Hanger 2" x 1-3/4" 631 Ibs 54.9% 58.4% ITS1.81/16 Cautions Hanger IUS1.81/16 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the hanger ITS1.81/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS1.81/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 47 of 82 Boise cascade -= Single 16" BCI® 4500s-1.8 1PASSED1 1st Floor\Floor JoistslJ5(1741) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:. N362326L&R.mmdl _ Address: Description: 1st Floor\Floor Joists\J5(i741) 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 82 Boise cascade FAEESingle 16" BCI® 4500s-1.8 I d�SSEI 1st Floor\Floor Joists\J6(i746) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:-. _._.File name:-, N362326L&R.mmdl-_ . Address: Description: 1st Floor\Floor Joists\J6(i746) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: v v 131 03-01-11 Total Horizontal Product Length = 03-01-11 62 Reaction Summary (Down / Uplift) (lbs) 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(i785) Conc. Pt. (Ibs) L 00-07-02 00-07-02 Top 26 6 n\a (lbs,_)_.....,_ L-•_ 01-08-13 01-08-13, Top.: _.-. 54.0:,--:A-2-7_,_ 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 Defi. 0.003" n\a n\a 1 01-08-13 Span / Depth 1.7 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 1-3/4" 213 Ibs 12.8% 19.7% IUS1.81/16 B2 Wall/Plate . 9-3/4" x 1-3/4" 469 Ibs 3.1 % 31.8% Unspecified Cautions 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-, ALLJOISTO , BC RIM BOARD-, BCIO , BOISE GLULAM-, BC FloorValueO , VERSA-LAMO, VERSA -RIM PLUSO , Page 49 of 82 966ise Cascade ME-- Single 16" BCI® 4500s-1.8 P�SSE� 1st Flooffloor Joists\J6(i771) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job..name-. _-File. name-_ _..... N362326L&R.mmdl... _ .....- _ Address: Description: 1 st Floor\Floor Joists\J6(i771) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 0 03-04-03 B1 B2 Total Horizontal Product Length = 03-04-03 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 310/0 78/0 B2, 2" 269 / 0 67 / 0 Load Summary Live Dead Snow Wind Roof ocs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 J4(i767) Conc. Pt. (Ibs) L . 01-06-13 01-06-13 Top 579 145 n\a Controls Summary Value % Allowable Duration Case Location _ ..f?o�.- e9cr•�ort�.,- -. .._..... 565 ft-Ibs--._._._..a>- 4 m- - _,. - 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 Cautions Hanger IUS1.81116 requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Header for the .hanger IUS1.81 / i 6 is a Double 1-3/4" x 16" LVL Beam. Hanger IUS1.81/16 requires (14) 10d face nails, (2) Strong -Grip joist nails. 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 veniied 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-LAMO, VERSA -RIM PLUS@ , Page 50 of 82 SboiseCadcade = - Single 16" BCI® 4500s-1.8 ��SSEI 1st FloorTloor JoistSW6(i785) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:_. name: _ _ . N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J6(i785) 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. Sumr-nny/-.:_Value -.-•----.,---- .:-_.:/a-Allow&Wz;- . --Duration =._: - Case -=: -Loeaiion,-_,n,-.....� - ••:.:.... _:___..,_...� .-, Pos. Moment 26 ft-Ibs 0.6% 100% 1 01-11-01 End Reaction 33 Ibs 3.1 % 100% 1 03-08-03 End Shear 30 Ibs 1.5% 100% 1 00-04-00 Total Load Deflection U999 (0") n\a n\a 1 01-11-01 Live Load Deflection U999 (0") n\a n\a 2 01-11-01 Max Defl. 0" n\a n\a 1 01-11-01 Span / Depth 2.5 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wali/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 Cautions Hanger IUS1.81/16-requires (14) 10dx1.5 face nails, (2) Strong -Grip joist nails. Disclosure Use of the Boise Cascade Software is Notes subject to the terms of the End User Design meets User specified (L/360) Total load deflection criteria. License Agreement (EULA). Design meets User specified (L/480) Live load deflection criteria. Completeness and accuracy of input must be reviewed and verified by a Design meets arbitrary (1") Maximum Total load deflection criteria. qualified engineer or other appropriate Design meets arbitrary (0.75") Maximum live load deflection criteria. expert to assure its adequacy, prior to Calculations assume -member is fully braced. anyone relying on such output as Hanger Manufacturer: Simpson Strong -Tie, Inc. evidence of suitability for a particular application. The output here is based on BC CALCO analysis is based on IBC 2009. building code -accepted design Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. properties and analysis methods. Design based on Dry Service Condition. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@), BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@), VERSA -RIM PLUS@ , Page 51 of 82 9 Boise cascade Single 16" BCIO 6000s-1.8BBI BC CALC® Member Report Build 7493 Job. name:.. _._..._.. Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1 st FloorlFloor Joists\J7(U74) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed. February 11, 2021 12:28:44 __.._._._.._._ __... .File name:. _._._ .N362326L&R_mmdl .... Description: 1 st Floor\Floor Joists\J7(i774) 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" 677/0 169/0 B2, 4" 692 / 0 173 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 40 10 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 ' 03-09-00 Top 26 6 n\a ..3 FC1 Floer.�4ateri- a Unf: f in (Ib/ft) L_..,=�03��3.09 K.20"G1 0_-.:Top:-- 29..: n\a _. Controls Summary Value % Allowable Duration Case Location Pos. Moment 4180 ft-Ibs 76.1 % 100% 1 09-11-06 End Reaction 846 Ibs 66.7% 100% 1 00-00-00 End Shear 844 Ibs 38.8% 100% 1 19-09-00 Hole #1 Shear 471 Ibs 77.9% 100% 3 05-00-00 Hole #2 Shear 172 Ibs 28.5% 100% 4 10-00-04 Hole #3 Shear 474 Ibs 78.4% 100% 6 14-11-14 Total Load Deflection U608 (0.389") 59.2% n\a 1 09-11-06 Live Load Deflection U760 (0.311") 63.2% n\a 8 09-11-06 Max Defl. 0.389" 38.9% n\a 1 09-11-06 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 H03 10-00-04 8" L 12" 14-11-14 8" L 12" Circular Horizontal 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 52 of 82 8 Boise Cascade Single 16" BCI® 6000s-1.8 1st Flooffloor JoistslJ7(1774) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 ..Job name:. __.....File name:...._,_ N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i774) 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 53 of 82 Boise cascade Single 16" BCI® 6000s-1.8 �kSSED 1st FloorTloor JoistsW(U75) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:name:..,-. N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i775) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 20-01-00 Total Horizontal Product Length = 20-01-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2" •797 / 0 19910 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 _ w„^oJ:1i\4oment =. _ 4854f#-lbs -_..-33:3%-_,..... 100%a�A48-, 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist -nails. Page 54 of 82 0Boise cascade Single 16" BCI® 6000s-1.8 F'AEE6 1st FloorTloor JoistslR(i775) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _ ------- _ ..._ ...___..._.__._ ... ._____._____._._._ ..File name:.. . N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i775) 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 55 of 82 Boise cascade M999 Single 16" BCI® 6000s-1.8 ��SS 1st Flooffloor Joists\J7(i775) - 01 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 1.2:28:44 Build 7493 Job name:. _-..-___.--- . _ .___._____ __._.__._____..____F.ile name: ..... ... N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(i775) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 20-01-00 Total Horizontal Product Length = 20-01-00 132 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 797/0 199/0 B2, 4" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 . 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment ft-Ibs... a°:3° ..... _........,..., :1On°1 .,,....... _ 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 544lbs 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 56 of 82 Boise cascade - Single 16" BCI® 6000s-1.8 1st Flooffloor Joists\J7(i775) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job.name:_ File name: _ ._ .N362326L&ELmmdl- Address: Description: 1st Floor\Floor Joists\J7(i775) 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 -LAME), VERSA -RIM PLUS@ , Page 57 of 82 Boise Cascade -- Single 16" BCIO 6000s-1.8 PSSEI 1st Flooffloor JoistslJ7(i775) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job -name: _ ..-------._........-- -- _--.. _..-_-._.._....--__-._____....,_Eile.name:..._.- ..N362326L&R-mmdl - Address: Description: 1st Floor\Floor Joists\J7(i775) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 0 r. 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 ---•-€cos: Moment -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 lbs 91.1 % 100% 6 14-11-14 Total Load Deflection U523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection U654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 05-00-00 8" L 12" Circular Horizontal H02 10-00-04 8" L 12" Circular Horizontal H03 14-11-14 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Hanger 2" x 2-5/16" 996 Ibs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 996 Ibs 12.3% 64.2% Unspecified Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 58 of 82 (01. 4 Boise cascade - Single 16" BCI® 6000s-1.8 1st Flooffloor JoistslJ7(i775) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:. —Filename: .... N362326L&R.mmdl . Address: _ Description: 1st Floor\Floor Joists\J7(i775) 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 59 of 82 Boise cascade — Single 16" BCIO 6000s-1.8 I€�SShD BC CALC® Member Report Build 7493 Job.name: Address: City, State, Zip: Customer: 1st Floor\Floor JoistslJ7(i775) - 03 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 _._._.___._..—.File name:.... - N362326L&R.mmdl. Description: 1st Floor\Floor Joists\J7(i775) Specifier: Designer: Code reports: ESR-1336 Company: 131 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" Ij"Ar • • P 62 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 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. (Lx1N) 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger- ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page '60 of 82 Wg� Boise cascade — Single 16" BCI® 6000s-1.8-'- 1st Flooffloor Joists\J7(i775) - 03 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _ _..____....___._..File name: __. N362326.L&R_mmdl Address: Description: 1st Floor\Floor Joists\J7(i775) 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 PLUSO , Page 61 of 82 .Boise Cas6ade Egi2g Single 16" BCI® 6000s-1.8 P�SS�I 1 st Flooffloor JoistslJ7(i776) (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _...._.---...-.----_--__.. —-_._-_.__ ......-.-Filename: N362326L&R.mmdl ---.....-•-_-.._ -.-- - --.- Address: Description: 1st Floor\Floor Joists\J7(i776) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1_ 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 _ ...._�._r_.__n,85�.:ft !bs-... __ _-.. 88.3% 100% -_..-,_,... _ -1, _ ...09-11-08._� __-_.:_._........� End Reaction 996 lbs 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. (LW) 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" 996lbs 18.4% 64.2% Unspecified - Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/-16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 62 of 82 argoise Cascade Single 16" BCI® 6000s-1.8 1st Floor\Floor Joists\J7(i776) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _. _._.._ __ _. _ __..__. _ ....____._..___.__._..___.File name: _.. N362326.L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(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 dnd 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 PLUSO , Page 63 of 82 Single 16" BCI® 6000s-1.8 8Boise Cascade _ BC CALC® Member Report Build 7493 Job name: _ .. Address: 1st Flooffloor JoistslJ7(1776) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 _..._... _. �._._..:..__ _.._.___-----__.•_-- File_name:. N362326L&R.mmdl. _ ..__ . .....:......_.. Description: 1st Floor\Floor Joists\J7(i776) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 1311 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 "Iqo r "omcnt ... .. 4854 f#. Ibs- .,-._... -.._s?R 3o�a,.., .. , 100% .1 _ _..,...:.1� 3 �f? --. _ : __ ., - .._......_. ..__ .. . 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 lbs 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 1 Od face nails, (4) 1-Od-TF nails, (2) Strong -Grip joist nails. Page 64 of 82 Boise Cascade Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7493 Job..name:. . _ .....-�_-___ _...._... Address: City, State, Zip: Customer: Code reports: ESR-1336 Notes 1st Flooffloor JoistskR(U76) - 01 (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 _--File .name:..... . N36232.6L&R-mmdl Description: 1st Floor\Floor JoistsW(i776) Specifier: Designer: Company: 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 CALC@, BC FRAMER@ , AJS- ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUSO , Page 65 of 82 Single 16" BCI® 6000s-1.8 a. ffll�g Boise Cascade - - BC CALC® Member Report Build 7493 Job. name: Address: City, State, Zip: Customer: Code reports: ESR-1336 1st FloorTloor JoistslJ7(i778) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 N362326.L&R.mmdl . Description: 1st Floor\Floor Joists\J7(i778) Specifier: Designer: Company: 1 2 3 1, I 20-02-08 B1 B2 Total Horizontal Product Length = 20-02-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 797/0 199/0 B2, 5-1/2" 797 / 0 199 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment .....,..,-,--4851•_ft4bs End Reaction 996 Ibs 78.5% 100% 1 00-00-00 End Shear 979 Ibs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 Ibs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 Ibs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 lbs 91.1 % 100% 6 14-11-14 Total Load Deflection U523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection U654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span / Depth 14.8 Hole Location Valid Mole 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" x2-5/16" 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d-face nails, (4) 10d TF nails,- (2) Strong -Grip joist nails. Page 66 of 82 Boise cascade OEM Single 16" BCI® 6000s-1.8 1st Flooffloor JoistsW(i778) (Floor Joist) I BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job.name:.. _ __.__..W_.. _._...____._....___.______ . _... _____._ File name:. ... N362326L&Rmmdl_ Address: Description: 1st Floor\Floor Joists\J7(i778) 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 67 of 82 Boise cascade MEE Single 16" BCI® 6000s-1.8 PAS: ED 1st FloorTloor JoistsW(U81) (Floor Joist) BC CALCO Member Report Dry 11 span No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 ._Job.name:... _.._..__ .-.... _..___ _... __._.___._. _....._ ...File name: ... .... N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i781) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: 131 20-01-00 Total Horizontal Product Length = 20-01-00 82 Reaction Summary (Down / Uplift) (lbs) 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 100%.._...-. End Reaction 996 lbs 78.5% 100% 1 00-00-00 End Shear 979 lbs 45.0% 100% 1 00-02-00 Hole #1 Shear 544 lbs 90.1 % 100% 3 05-00-00 Hole #2 Shear 201 lbs 33.2% 100% 4 10-00-04 Hole #3 Shear 550 lbs 91.1% 100% 6 14-11-14 Total Load Deflection U523 (0.452") 68.8% n\a 1 09-11-08 Live Load Deflection U654 (0.362") 73.4% n\a 8 09-11-08 Max Defl. 0.452" 45.2% n\a 1 09-11-08 Span /-Depth 14.8 Hole Location Valid Bole 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 lbs 86.6% 78.5% ITS2.37/16 B2 Wall/Plate 4" x 2-5/16" 996 lbs 12.3% 64.2% Unspecified Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 68 of 82 Boise cascade - Single 16" BCI® 6000s-1.8 1st Floor\Floor JoistsW7(i781) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job. name: name: N362326L&R.mmdl Address: Description: 1 st Floor\Floor Joists\J7(i781) 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 PLUS@ , Page 69 of 82 Boise Cascade Single 16" BCIO 6000s-1.8 I?'�ISSBI BC CALCO Member Report Build 7493 Job name:_ Address: City, State, Zip: Customer: Code reports: ESR-1336 1st FloorTloor JoistsW7(i783) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 ... File name:..- . N362326L&R mmdl- Description: 1st Floor\Floor Joists\J7(i783) Specifier: Designer: Company: 20-00-08 Bi 132 Total Horizontal Product Length = 20-00-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,2" 607/0 152/0 B2, 3-1/2" 607 / 0 152 / 0 Load Summary Live Dead Snow Wind -Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-00-00 19-11-00 Top 61 15 n\a Controls Summary Value % Allowable Duration Case Location Pos, Mon,ant. .......:...,_ _._..v597:ft-Ibs .67.3°/a...,.:....___.,. -_1C0"/u.,-. 1 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 lbs 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 2-5116" 758 Ibs 10.7% 48.9% Unspecified Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 70 of 82 Boise Cascade Single 16" BCI® 6000s-1.8 P��E 1st Floor\Floor JoistskR(i783) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: _._._.._.. _ ___.____ .. _ .__._.�.-__._...........File,name: N362326L&R.mmdl Address: Description: 1st Floor\Floor Joists\J7(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 CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@ , BOISE GLULAM-, BC FloorValue@ , VERSA -LAM@, VERSA -RIM PLUS@ , Page 71 of 82 Single 16" BCI® 6000s-1.8 *1 Boise Cascade - -- BC CALCO Member Report Build 7493 Job name: -_._.,...,:--.__-.:..... . Address: City, State, Zip: Customer: Code reports: ESR-1336 B1 1st Floor\Floor Joists\J8(i751) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 ..File name: N362326L&R.mmdl Description: 1 st Floor\Floor Joists\J8(i751) Specifier: Designer: Company: 1 71 1 19-01-00 Total Horizontal Product Length = 19-01-00 B2 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 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 65 16 n\a Controls Summary Value % Allowable Duration Case Location ---Twos: Moment - ----..__-----35759 ft.lbcy.._--....._. - 84:8%- - 100%.------ - -.__...1-. _.._.-OL'-06-15 ._ _., . _ ..__ _- T .-_ _ .._ .-.,-___..� ---.— End Reaction 768 Ibs 60.5% 100% 1 19-01-00 End Shear 754 Ibs 34.7% 100% 1 00-03-08 Hole #1 Shear 209 Ibs 34.6% 100% 3 08-05-11 Total Load Deflection U741 (0.304") 48.6% n\a 1 09-06-15 Live Load Deflection U926 (0.243") 51.8% n\a 4 09-06-15 Max Defl. 0.304" 30.4% n\a 1 09-06-15 Span / Depth 14.1 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal % Allow % Allow Searing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 3-1/2" x 2-5/16" 764 Ibs 10.8% 49.3% Unspecified B2 Hanger 2" x 2-5/16" 768 Ibs 66.8% 60.5% ITS2.37/16 Cautions Header for the hanger ITS2.37/16 is a Double 1-112" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise -Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@), BOISE GLULAM-, BC FloorValue& , VERSA-LAMO, VERSA -RIM PLUSO , Page 72 of 82 &oise cascade fflffE Single 16" BCIO 6000s-1.8 BC CALC® Member Report Build 7493 Job name: Address: City, State, Zip: Customer: Code reports: ESR-1336 131 1st FloorTloor JoistsW9(i736) (Floor Joist) Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021.12:28:44 name: _.... N362326L&R.mmdl Description: 1 st Floor\Floor Joists\J9(i736) Specifier: Designer: Company: 19-01-00 Total Horizontal Product Length = 19-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 4" 787 / 0 196 / 0 B2, 2" 748 / 0 187 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 40 10 n\a ...._2 ....J=r1_Floor. Material 3 FC1 Floor Material Unf. Lin. (lb/ft) L 03-09-01 19-01-00 Top 37 9 n\a 4 J6(i746) 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 lbs 40.1 % 100% 3 08-05-11 Hole #2 Shear 54-2 Ibs 89.7% 100% 4 14-06-11 Total Load Deflection U587 (0.382") 61.3% n\a 1 09-06-05 Live Load Deflection U734 (0.306") 65.4% n\a 6 09-06-05 Max Defl. 0.382" 38.2% n\a 1 09-06-05 Span / Depth 14.0 Hole Location Valid Hole Summary Center Elevation Ref. Height Width Shape Orientation H01 08-05-11 8" L 12" Circular Horizontal H02 14-06-11 8" L 12" Circular Horizontal % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 4" x 2-5/16" 983 Ibs 12.1% 63.4% Unspecified B2 Hanger 2" x 2-5/16" 935 Ibs 81.3% 73.7% ITS2.37/16 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 73 of 82 (913olse cascade l� Single 16" BCW6000s-1.8 1st FloorTloor JoistsW9(i736) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Non -Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: __ _ _.._ . _ _ ._ ..____._.______ . , . _...___ _.._______-_File_name:. _ .. _. N362326L&R_mmdl Address: Description: 1st Floor\Floor Joists\J9(i736) 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-, BCIO , BOISE GLULAM-, BC FloorValue@ , VERSA-LAMO, VERSA -RIM PLUS@ , Page 74 of 82 abolse Cadcade BEE99 Single 16" BCI® 6000s-1.8 FASS�D 1st Flooffloor JoistskA(U49) (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:__.. File name:.. N362326L&R-mmdl Address: Description: 1st Floor\Floor Joists\J9(i749) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: imi-oo 61 132 Total Horizontal Product Length = 19-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 762 / 0 190 / 0 B2, 2" 752 / 0 188 / 0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location Pos. Moment ------- :.-._< "s318:ft-Ibs... 78.6%.._.— ...,,,..-__,'!00%_•..__.r.._..1 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 75 of 82 Boise cascade Single 16" BCI® 6000s-1.8 BC CALCO Member Report Build 7493 Job -name:. -- Address: City, State, Zip: Customer: 1st Floor\Floor Joists\J9(i749) (Floor Joist) Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 N362326L&R.mmdl Description: 1st Floor\Floor Joists\J9(i749) Specifier: Designer: Code reports: ESR-1336 Company: Notes Design meets User specified (U360) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong -Tie, Inc. BC CALCO analysis is based on IBC 2009. Composite El value based on 3/4" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERO , AJS-, ALLJOISTO , BC RIM BOARD-, BCI@), BOISE GLULAM-, BC FloorValueO , VERSA -LAM@, VERSA -RIM PLUSO , Page 76 of 82 'Boise Cascade Single 16" BCI® 6000s-1.8 P,�SEI 1 st FloorTloor Joists\J9(i749) - 01 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name: __............. __.___..____. _ File name: _ N362326L&R.mmdl _. .._ . Address: Description: 1st Floor\Floor Joists\J9(i749) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: B1 19-01-00 Total Horizontal Product Length = 19-01-00 62 Reaction Summary (Down / Uplift) (Ibs) Bearing ' Live Dead Snow Wind Roof Live B 1, 5-1/2" 762 / 0 190 / 0 B2, 2" 752 / 0 188 / 0 Load Summary Live Dead Snow Wind Roof OCs Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 FC1 Floor Material Unf. Lin. (lb/ft) L 00-02-00 19-01-00 Top 80 20 n\a Controls Summary Value % Allowable Duration Case Location -Pos :Moment _ __-4318 ft-Ibs :,....... _.k._ 78.6%:.-.... 100% . _ 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 lbs 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 Cautions Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 77 of 82 Oise cascade Single 16" BCI® 6000s-1.8 PSS� 1st Floor\Floor Joists\J9(i749) - 01 (Floor Joist) . BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:. - __.__ . _ .. _._._ __... ___._r._._._ _File name: N362326.IL&R.mmdl Address: Description: 1st Floor\Floor Joists\J9(i749) 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 78 of 82 'Boise Cahcade Single 16" BCI® 6000s-1.8 �ASS�D 1 st FloorTloor JoistslJ9(i749) - 02 (Floor Joist) BC CALC® Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job name:- -_ -•_-- ...---...._...-_............. Filename: . N362326L&R.mmdl_--- Address: Description: 1 st Floor\Floor Joists\J9(i749) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1336 Company: III! III! III! III! I I I I Pf 131 19-01-00 Total Horizontal Product Length = 19-01-00 B2 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 762 / 0 190 / 0 B2, 2" 752 / 0 18810 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 _,..wr.,_4.318•ft-Ibs•....-_.._..-?5",�� . .....:.,..:. _. �.00".•!� ___ .. 1 .09 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 Cautions - Header for the hanger ITS2.37/16 is a Double 1-1/2" x 9-1/4" SPF Lumber. Hanger ITS2.37/16 requires (2) 10d face nails, (4) 10d TF nails, (2) Strong -Grip joist nails. Page 79 of 82 Boise cascade . Single 16" BCI® 6000s-1.8 1st FloorlFloor JoistslJ9(i749) - 02 (Floor Joist) BC CALCO Member Report Dry 11 span I No cant. 124 OCS I Repetitive I Glued & nailed February 11, 2021 12:28:44 Build 7493 Job_ name:... _ .._._.___ .__,__.. _.. Filename: _ _. _.N362326L&R.mmdl_ .. _ . Address: Description: 1st Floor\Floor Joists\J9(i749) 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 80 of 82 @)'Boise Catcade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP hA�EI 1st FloorlFlush BeamslBM1(1744) (Flush Beam) BC CALC® Member Report Dry 11 span I No cant. February 11, 2021 12:28:44 Build 7493 .Job name: __File.name: _ _ . N362326L&R.mmdl. Address: Description: 1st Floor\Flush Beams\BM1(i744) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: 20-01-02 B1 B2 Total Horizontal Product Length = 20-01-02 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 7" 3879 / 0 1136 / 0 B2, 2" 3187 / 0 957 / 0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0.,_. _Self -Weight Unf, Lin. (lb/ft) _ _ L 00-00-00 20-01-02 Top_..___.._ 16 _. _ _..__00_-00-00_ _ 1 Smoothed Load Unf. Lin. (lb/ft) L 00-00-00 17-03-11 Top ,_.....__._:, 320 80 n\a 2 FC1 Floor Material Unf. Lin. (lb/ft) L 03-09-01 20-01-02 Top 39 10 n\a 3 J6(i771) Conc. Pt. (Ibs) L 03-09-15 03-09-15 Top 271 68 n\a 4 J3(i737) 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 U488 (0.479") 73.7% n\a 2 10-03-10 Max Defl. 0.62" 62.0% n\a 1 10-03-10 Span / Depth 14.6 % Allow % Allow Bearing Supports Dim. (Lx1N) 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) Totat load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum Total load deflection criteria. Design meets arbitrary (0.75") Maximum live load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer: Unassigned BC CALC® analysis is based on IBC 2009. Design based on Dry Service Condition. Page 81 of 82 19999 Boise Catcade Double 1-3/4" X 16" VERSA -LAM® 2.0 3100 SP 1st Floor\Flush BeamslBM1(i744) (Flush Beam) BC CALCO Member Report Dry 11 span I No cant. February 11, 2021 12:28:44 Build 7493 Job name:name:.... . N362326L&R.mmdl Address: Description: 1st Floor\Flush Beams\BM1(i744) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Connection Diagram: Full Length of Member .c I b Fes- r•— d —.-i a c a a minimum = 2" c = 6" b minimum = 3" d = 24"• Calculated Side Load = 385.0 Ib/ft Connectors are: 16d Common Nails 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 82 of 82 Boise Cascada Engineered --Wood Products.- - . --- .. Alternative Power and Hand Driven Nailing of Multiole Plv 1 3/4" Wide VERSA -LAM® Beams When using multiple ply 1 3W 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. BG CALC® reports will either show the member having no side loads or the calculated side load. When the nails shown on the connection detail are not readily available on the job site, the following table may be used to substitute power driven nails or hand driven nails. Example: Connection detail on the BC CALC® report shows 16d sinker nails at 12" o.c. As an alternative, 3" x 0.131" power driven nails can be used at 8" o.c. or 16d common nails can be used at 14" o.c. As Shown on BC Power Driven Nails Hand Driven Nails CALC Report •� ccoo 00 y M ,- N O CNo E 00 N X CO Ca T V T (� T N T1 o� T- 07 ma Nail � o X0 �o U� M X -0= -x U X ce) - X � cr - X � CO coy O c+) c*) CO CO T CO CO CO 24" 24" 20" 16" 12" . 24" 20" 16" 16d Common 12" 12" 10" 8" 6" 12" 10" 8" 3� 1/2" x 0.162" 6" 6" N/A N/A N/A 6" N/A N/A 24" 24" 24" 18" 16" 2431 2411 20" 16d Sinker 12 14 1211 811 8 14 1-2 10 3 1/4 " x 0.148" 6" 6" 6" N/A N/A 6" 6" N/A 24" 24" 24" 22" 1 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 I N/A 8" _ 6" 6" zN--Y Alternate On -Center Spacing Notes: • For multiple ply 1 3/a" VERSA -LAM® beams with only top load,, beam may be fastened at 24" o.c. for all nails shown above (top mounted hangers shall be analyzed as side loads). • Use end distance, edge distance, row spacing and number of rows shown on connection detail found on BC CALC° Report. • Alternate nailing not available for all nail types. • Contact professional of record for connection design of side -loaded point loads beyond what is shown in Boise Cascade Tech Note LVL-4 and LVL-10. • Table is not applicable for 1 1/2" wide VERSA -LAM® beams. Tech Note LVL-17 Page 1 of 1 11/12 Boise Cascade _. ENGINEERED WOOD PRODUCTS - --' Specific Application Temporary Storage of Masonry Block on BCI®/ AJS° Joist Floors In areas where concrete masonry block is used in the construction of walls, limited job site space may'require the short-term storage of blocks on a BCI®/ AJS° floor. Because of the significate weight, caution should be used in the block stack placement location and size. The following guidelines shall be followed. General Notes • Limits based upon a normal weight concrete masonry unit (8x8x16) weight of 37 pounds (Reinforced Masonry Engineering Handbook, Masonry Institute of America). • No more than one masonry block stack shall be placed on any joist. • Limits shown are valid for all series and depths if the specific floor joists are properly sized -_ or.the-occupancy design.loads... • BCI® / AJS® joist shall not be spaced greater than 24" on -center. Floor sheathing shall be designed by the structure's design professional of record and installed properly prior to block storage. • The floor shall not be loaded with concrete masonry block for a period longer than three days. • Avoid allowing the joists or floor sheathing to get wet before or during loading. Wet wood may take a permanent set under load in the deflected shape. No Shoring Required- 8" tall masonry block stack maximum 48" x 48" footprint, maximum 2 courses tall BCl/AJS Joists, max 24" o.c.s. Temporary Storage of Masonry Block Page 1 of 2 r05/2019 4 y 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. Shoring Required CSGI/HJ� JOISTS, max 24" o.c.s. :)nry block stack 18" x 48" footprint, 3 courses tall 3sign by others 1.) uVZO]yI I ►,y 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° / AJSO product warranty. • Concrete masonry units (8x8x16) shall be stacked no higher than six courses tall by 48 inches wide. Temporary Storage of Masonry Block -Page 2 of 2 ro5/2019 Boise Cascade - -- Engineered Wood Products Technical Note TeMDorary Storage of GVDSUm Wallboard on C 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 U-7 Page 1 of 1 r4/10 ITS/MIT/HIT Engineered- .—od -Product- Top -Flange -Hangers This product Is preferable to similar connectors because W of (a) easier Installation, fbJ higher loads, (c) lower Installed p3 c 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 1-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 l joists with flange thicknesses from 1 W to I lb". MIT/HIT - Positive -Angle Nailing (PAN) PAN is specifically designed for 1-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 pall 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. _.Pefer to joist manufacturer's literature or_.apprroprista Sknpson:. , . - Strong -Tie Connector Selection Guide for actual joist sizes. Material: ITS — 18 gauge; Mrr, HIT — 15 gauge Finish: Galvanized Installation: • Use all specified fasteners. Verify that the header can take the required fasteners spectfied in the table. • See pp. 95-96 for more Installation information. • ITS — no joist nailing required for standard I joist installation without web stiffeners. When supporting I -joists with web stiffeners. or rectangular SCL member.(2) 0.148" x 11h" nails must be installed into optional triangle joist nail'holes.for standard installation values. • ITS — optional triangle nail holes may be used for additional load. See allowable load tables. MIT — optional triangle nail holes may be used for Increased uplift capacity. See Optional Nailing For Increased Uplift table. • HIT — closed PAN nail holes may be used for increased uplift capacity. See Optional Nailing. For Increased Uplift table. • For sloped joists up to t/4:12 there is. no reduction, between 1/4:12 and up to'/r:12. tests show.a 10% reduction in ultimate hanger strength. Local crushing of the bottom flange or excessive deflection may be limiting; check with joist manufacturer for specific limitations on bearing of this type. Allowable Loads: • The ITS, MIT and HIT hangers have locations for optional nails if additional uplift is needed. Optional uplift nailing requires the addition of properly -secured web stiffeners. See the load tables for minimum required fasteners and allowable uplift loads. • For attaching to multi -ply headers, refer to technical bulletin T-C-MPLYHEADR at strongtie.com. Options: Because these hangers are fully die -formed; they cannot be modified. However these models will normally accommodate a skew of up to 60. Codes: Sea p.12 for Code Referents Key Chart Funnel flange a(MIT o Oplionil o lolstn�l ;, rr; oratim =' for Qtlift t� ;�� N 14. A. OHIT SIMPSON Strong -Tie Supports N! to 11/i thlcHanges i r Typical MIT.IneWled on a Double LVL HIT Installation on a 3x Nailer mounted on a Steel Beam (ITS, MIT similar) JUSMU St�°ongTie Hangers,. -.-- This product is preferable to similar connectors because W of (a) easier installation, (b) higher loads, (c) lower insiallea cost, or a cum binadon of these features. 7 - The IUS is a hybrid hanger that incorporates the advantages of �p the face -mount and top -mount hanger. Installation is fast with the i •O Strong -Grip' seat, easy -to -reach face nails and self jigging locator tabs. The MIU series hangers are designed for commercial and high -load v = I joist applications without requiring web stiffeners. The MIU features go Positive Angle Nailing (PAN), -which minimizes splitting of the flanges Co V while permitting time -saving nailing from abetter angle. 0.0 Material: IUS — 18 gauge; MIU —16 gauge S E. Finish: Galvanized �3 Uplift Loads: 0 Models have optional triangle joist nail holes for additional uplift. N a Properly attached web stiffeners are required. 0 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 .0.148" x 1 1/z jolst nails In the triangle 4110gr.O.Yt?luplift.oi365lb. __....k:.... Installatlon: • 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. • 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 web stiffeners or rectangular sections can be used with the installation of (2) 0.1480 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-1-joist manufacturer. Options: • These hangers cannot be modified. However, these models will normally accommodate a skew of up to 5". For sloped joists up to'/4:1'2 there is no reduction; between 1/a:12 and up to Ih:12, tests show a 10% reduction in ultimate hanger strength. Local crushing of the bottom flange or excessive deflection may be limiting; check with joist manufacturer for specific limitations on bearing of this type. Codes: See p.12 for Code Reference Key Chart The Strong -Grip'" seat secures 1 joists in position without joist nails. - Avoid a Misinstallation Do not make your own holes. Do not.nail the bottom flange. Funnel flange, (some IUS models have triangle holes.. in header flanges for min.1max nailing) U.S. Patent 6,523,321 IUS Installation Sequence 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 I joist fully into the seat of the IUS. .MIU with Correct PAN Installation