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YOUNG - Beams10'2" 10'2" 1 SPD 2 SPD 3 1/2" 1'4" 1 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM1 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: FBC 2020 (7th Edition) Load Sharing: No Deck: Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical34191217000 2 Vertical32021140000 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 8492 ft-lb 5'3" 36421 ft-lb 0.233 (23%) D+L L Unbraced 8492 ft-lb 5'3" 13567 ft-lb 0.626 (63%) D+L L Shear 3808 lb 2'3 1/4" 10640 lb 0.358 (36%) D+L L LL Defl inch 0.036 (L/2900) 5'3" 0.219 (L/480) 0.166 (17%) L L TL Defl inch 0.049 (L/2139) 5'3" 0.292 (L/360) 0.168 (17%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPD 11.250" Vert 18% 1217 / 3419 4636 L D+L 2 - SPD 7.250" Vert 26% 1140 / 3202 4342 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 6 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at end bearings. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In Far 0-0-0 to 10-2-0 0-0-0 Top 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F34 1 Tie-In Near 0-0-0 to 10-2-0 10-10-4 Near Face 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F34 Self Weight 15 PLF This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 1 of 17 SHOP DRAWING / SUBMITTAL REVIEWSABO STRUCTURAL ENGINEERING LLC05/01/2023APPROVEDCHRISTOPHER SABOURIN SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACTDOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLEFOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE. CLEARANCE, QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OFCONSTRUCTION COORDINATION OF THEIR WORK WITHOTHER TRADES AND FULL COMPLIANCE WITH CONTRACTDOCUMENTS 10'2" 10'2" 1 SPD 2 SPD 3 1/2" 1'4" Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM1 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Multi-Ply Analysis Fasten all plies using 6 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 88.8 % Load 434.2 PLF Yield Limit per Foot 488.9 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 2 of 17 21'8 1/2" 21'8 1/2" 1 SPD 2 SPD 3 1/2" 1'4" 1 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM2 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: FBC 2020 (7th Edition) Load Sharing: No Deck: Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical1303595000 2 Vertical1303595000 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 9200 ft-lb 10'10 1/4" 36421 ft-lb 0.253 (25%) D+L L Unbraced 9200 ft-lb 10'10 1/4" 9205 ft-lb 0.999 (100%)D+L L Shear 1781 lb 2' 10640 lb 0.167 (17%) D+L L LL Defl inch 0.200 (L/1229) 10'10 5/16" 0.513 (L/480) 0.391 (39%) L L TL Defl inch 0.292 (L/844) 10'10 5/16" 0.684 (L/360) 0.427 (43%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPD 8.000" Vert 10% 595 / 1303 1897 L D+L 2 - SPD 8.000" Vert 10% 595 / 1303 1897 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top must be laterally braced at a maximum of 14' 13/16" o.c. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Far Face 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF TRIB Self Weight 15 PLF This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 3 of 17 21'8 1/2" 21'8 1/2" 1 SPD 2 SPD 3 1/2" 1'4" Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM2 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 32.7 % Load 80.0 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 4 of 17 11'2" 11'2" 1 SP 2 SP 3 1/2" 2' 13 2 4 5 6 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM3 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: FBC 2020 (7th Edition) Load Sharing: No Deck: Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 4229 3056 0 0 1176 2 Vertical 4792 3075 0 0 1858 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 19002 ft-lb 5'11 9/16" 75564 ft-lb 0.251 (25%) D+L L Unbraced 19829 ft-lb 6'3 7/8" 19842 ft-lb 0.999 (100%)D+0.75(L+C) Uniform Shear 6976 lb 8'8 1/2" 15960 lb 0.437 (44%) D+L L LL Defl inch 0.027 (L/4537) 5'8 9/16" 0.260 (L/480) 0.106 (11%) 0.75(L+C) Uniform TL Defl inch 0.047 (L/2636) 5'8 5/16" 0.347 (L/360) 0.137 (14%) D+0.75(L+C) Uniform Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 67% 3056 / 4229 7285 L D+L 2 - SP 5.500" Vert 74% 3075 / 4987 8062 Uniform D+0.75(L+C) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 6 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at a maximum of 9'1 5/8" o.c. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB 2 Tie-In Far 0-0-0 to 11-2-0 0-0-0 Top 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F34 2 Tie-In Near 0-0-0 to 11-2-0 10-10-4 Near Face 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F34 3 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9' WALL Continued on page 2... This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 5 of 17 11'2" 11'2" 1 SP 2 SP 3 1/2" 2' 13 2 4 5 6 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM3 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 4 Tie-In Far 0-0-0 to 6-8-0 5-8-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF C01 4 Tie-In Near 0-0-0 to 6-8-0 0-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF C01 5 Point 7-0-0 Top 1086 lb 0 lb 0 lb 0 lb 1274 lb A17 Bearing Length 0-3-8 6 Point 9-0-0 Top 0 lb 856 lb 0 lb 0 lb 1004 lb A16 Bearing Length 0-3-8 Self Weight 22 PLF This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 6 of 17 11'2" 11'2" 1 SP 2 SP 3 1/2" 2' Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM3 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Multi-Ply Analysis Fasten all plies using 6 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 88.8 % Load 434.2 PLF Yield Limit per Foot 488.9 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 7 of 17 10'8" 10'8" 1 SP 2 SP 3 1/2" 1'4" 2 1 3 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM4 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: FBC 2020 (7th Edition) Load Sharing: No Deck: Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 1097 1625 0 0 604 2 Vertical 1097 1625 0 0 604 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 6246 ft-lb 5'4" 36421 ft-lb 0.172 (17%) D+L L Unbraced 6657 ft-lb 5'4" 12297 ft-lb 0.541 (54%) D+0.75(L+C) Uniform Shear 2192 lb 8'10 1/2" 10640 lb 0.206 (21%) D+L L LL Defl inch 0.022 (L/5497) 5'4" 0.247 (L/480) 0.087 (9%) 0.75(L+C) Uniform TL Defl inch 0.049 (L/2418) 5'4" 0.330 (L/360) 0.149 (15%) D+0.75(L+C) Uniform Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 27% 1625 / 1276 2901 Uniform D+0.75(L+C) 2 - SP 5.500" Vert 27% 1625 / 1276 2901 Uniform D+0.75(L+C) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at end bearings. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In Far 0-0-0 to 10-8-0 0-0-0 Top 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F37 1 Tie-In Near 0-0-0 to 10-8-0 3-5-2 Near Face 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F37 2 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9' WALL 3 Tie-In Far 0-0-0 to 10-8-0 5-8-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF C02-04 3 Tie-In Near 0-0-0 to 10-8-0 0-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF C02-04 Self Weight 15 PLF This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 8 of 17 10'8" 10'8" 1 SP 2 SP 3 1/2" 1'4" Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM4 onCENTER 2.0E LVL 1.750" X 16.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 56.1 % Load 137.1 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 9 of 17 11'9" 11'9" 1 SP 2 SP 3 1/2" 2' 12 6345 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM5 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: FBC 2020 (7th Edition) Load Sharing: No Deck: Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 419 1983 0 0 1277 2 Vertical 1309 2053 0 0 709 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 8724 ft-lb 4'9" 94455 ft-lb 0.092 (9%) D+C L Unbraced 8724 ft-lb 4'9" 18889 ft-lb 0.462 (46%) D+C L Shear 2913 lb 2'3 1/2" 19950 lb 0.146 (15%) D+0.75(L+C) Uniform LL Defl inch 0.006 (L/18066)4'9 3/4" 0.240 (L/480) 0.027 (3%) C L TL Defl inch 0.016 (L/7168) 4'10 3/8" 0.320 (L/360) 0.050 (5%) D+C L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 3.500" Vert 47% 1983 / 1277 3259 L D+C 2 - SP 24.000" Vert 8% 2053 / 1513 3566 Uniform D+0.75(L+C) Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at end bearings. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB 2 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9' WALL 3 Point 1-5-0 Top 416 lb 0 lb 0 lb 0 lb 489 lb B03 Bearing Length 0-3-8 Continued on page 2... This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 10 of 17 11'9" 11'9" 1 SP 2 SP 3 1/2" 2' 12 6345 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM5 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 4 Point 3-5-0 Top 357 lb 0 lb 0 lb 0 lb 419 lb B02 Bearing Length 0-3-8 5 Point 4-9-0 Top 918 lb 0 lb 0 lb 0 lb 1078 lb B01 Bearing Length 0-3-8 6 Tie-In Far 8-8-0 to 11-9-0 0-0-0 Top 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F40 6 Tie-In Near 8-8-0 to 11-9-0 4-3-2 Near Face 20 PSF 60 PSF 0 PSF 0 PSF 0 PSF F40 Self Weight 22 PLF This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 11 of 17 11'9" 11'9" 1 SP 2 SP 3 1/2" 2' Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM5 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 69.7 % Load 170.4 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 12 of 17 27'5" 1'6"25'11" 1 SP 2 SP 3 1/2" 2' 1 23 4 5 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM6 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: FBC 2020 (7th Edition) Load Sharing: No Deck: Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 1320 1237 0 0 182 2 Vertical 2416 1208 0 0 0 (-9) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -653 ft-lb 1'6" 75564 ft-lb 0.009 (1%) D+L LL Unbraced -795 ft-lb 1'6" 7963 ft-lb 0.100 (10%) D+0.75(L+C) Uniform Pos Moment 13507 ft-lb 16'3 13/16" 75564 ft-lb 0.179 (18%) D+L _L Unbraced 13507 ft-lb 16'3 13/16" 13514 ft-lb 0.999 (100%)D+L _L Shear 3564 lb 24'11 1/2" 15960 lb 0.223 (22%) D+L _L LL Defl inch 0.127 (L/2387) 14'10 7/16" 0.633 (L/480) 0.201 (20%) L _L TL Defl inch 0.197 (L/1545) 14'10 7/16" 0.843 (L/360) 0.233 (23%) D+L _L LL Cant -0.023 (2L/1566) Lt Cant 0.200 (2L/480) 0.115 (11%) L _L TL Cant -0.035 (2L/1029)Lt Cant 0.300 (2L/360)0.117 (12%) D+L _L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 24% 1237 / 1320 2558 LL D+L 2 - SP 5.500" Vert 33% 1208 / 2416 3624 _L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be laterally braced at a maximum of 13'5 5/16" o.c. 8 Bottom must be laterally braced at end bearings. 9 Lateral slenderness ratio based on single ply width. This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 13 of 17 27'5" 1'6"25'11" 1 SP 2 SP 3 1/2" 2' 1 23 4 5 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM6 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB 2 Point 0-2-12 Top 250 lb 0 lb 0 lb 0 lb 0 lb 9' WALL Bearing Length 0-3-8 3 Point 0-2-12 Top 147 lb 0 lb 0 lb 0 lb 173 lb JACKS ABV Bearing Length 0-3-8 4 Point 24-0-0 Near Face 505 lb 1219 lb 0 lb 0 lb 0 lb BM7 Brg 1 5 Point 25-5-0 Near Face 113 lb 320 lb 0 lb 0 lb 0 lb FG01 Self Weight 22 PLF This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 14 of 17 27'5" 1'6"25'11" 1 SP 2 SP 3 1/2" 2' 12 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM6 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6". Capacity 22.5 % Load 55.0 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 Min/Max fastener distances for Concentrated Side Loads Concentrated Load Fasten at concentrated side load at 24-0-0 with a minimum of (12) – Pneumatic Gun Nail (.120x3.25") in the pattern shown. Capacity 88.2 % Load 862.3lb. Total Yield Limit 977.7 lb. Cg 0.9998 Yield Limit per Fastener 81.5 lb. Yield Mode IV Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 25-5-0 with a minimum of (6) – Pneumatic Gun Nail (.120x3.25") in the pattern shown. Capacity 44.3 % Load 216.5lb. Total Yield Limit 488.9 lb. Cg 0.9998 Yield Limit per Fastener 81.5 lb. Yield Mode IV Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 15 of 17 4'6 1/4" 4'6 1/4" 1 HGUS412 2 SP 3 1/2" 2' 12 Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM7 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Member Information Type: Girder Plies: 2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal - II Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: FBC 2020 (7th Edition) Load Sharing: No Deck: Not Checked Reactions PATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical1219505000 2 Vertical1313544000 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1519 ft-lb 2'2 1/8" 75564 ft-lb 0.020 (2%) D+L L Unbraced 1519 ft-lb 2'2 1/8" 44471 ft-lb 0.034 (3%) D+L L Shear 1494 lb 2' 3/4" 15960 lb 0.094 (9%) D+L L LL Defl inch 0.000 (L/127824)2'2 3/16" 0.098 (L/480) 0.004 (0%) L L TL Defl inch 0.001 (L/90362) 2'2 3/16" 0.131 (L/360) 0.004 (0%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - HGUS… 3.500" Vert 33% 505 / 1219 1725 L D+L 2 - SP 5.500" Vert 17% 544 / 1313 1857 L D+L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 5 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at end bearings. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 2-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF TRIB 2 Tie-In Far 0-0-0 to 4-6-4 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F05 2 Tie-In Near 0-0-0 to 4-6-4 12-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F05 Self Weight 22 PLF This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 16 of 17 4'6 1/4" 4'6 1/4" 1 HGUS412 2 SP 3 1/2" 2' Client: Project:J220695 Address: Date:1/27/2023 Input by:Donald Behm Job Name:J220695 Project #:J220695 Level: 1BM7 onCENTER 2.0E LVL 1.750" X 24.000" 2-Ply -PASSED Version 21.40.338 Powered by iStruct¥Dataset: 22061001.1 Multi-Ply Analysis Fasten all plies using 5 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 81.0 % Load 330.0 PLF Yield Limit per Foot 407.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770www.buildoncenter.comICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL32256(904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1.2.Dry service conditions, unless noted otherwiseLVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1.2. 3.4.5. LVL beams must not be cut or drilledRefer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvalsDamaged Beams must not be usedDesign assumes top edge is laterally restrainedProvide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 17 of 17