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1629 MARITIME OAK DR RES22-0018 - Truss Floor Beams_16'5 1/4" 1'9 1/4"4'8" 1 HGUS5.25/12 2 SP 5 1/4" 1'8" 2 1 3 4 5 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 3-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 Member Information Type:Girder Plies:3 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: Yes Deck:Not Checked Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 417 1371 0 0 1166 2 Vertical 956 6648 0 0 6785 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -8950 ft-lb 4'8" 101852 ft-lb 0.088 (9%) D+C LL Pos Moment 5700 ft-lb 1'10 1/2" 101852 ft-lb 0.056 (6%) D+C L_ Unbraced 5700 ft-lb 1'10 1/2" 51943 ft-lb 0.110 (11%) D+C L_ Shear 4958 lb 2'6 1/2" 28000 lb 0.177 (18%) D+C LL LL Defl inch 0.005 (L/9259) 1'10 1/2" 0.105 (L/480) 0.052 (5%) C L_ TL Defl inch 0.010 (L/5208) 1'10 1/2" 0.141 (L/360) 0.069 (7%) D+C L_ LL Cant 0.011 (2L/3817)Rt Cant 0.200 (2L/480)0.056 (6%) C _L TL Cant 0.020 (2L/2166)Rt Cant 0.300 (2L/360)0.065 (7%) D+C _L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 -HGUS… 3.500" Vert 47% 1371 / 2272 3644 L_ D+C 2 - SP 5.500" Vert 82% 6648 / 6785 13433 LL D+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 Warning Note: right cant exceeds 1/3 of back span, wind uplift may need to be checked. 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 end bearings. 8 Lateral slenderness ratio based on single ply width. This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 By Mike Jones at 3:20 pm, Feb 03, 2022 6'5 1/4" 1'9 1/4"4'8" 1 HGUS5.25/12 2 SP 5 1/4" 1'8" 2 1 3 4 5 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 3-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 6-6-4 4-4-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F04 & FLOOR LOAD 1 Tie-In Near 0-0-0 to 6-6-4 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F04 & FLOOR LOAD 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9' WALL ABOVE 3 Point 1-10-8 Top 3105 lb 0 lb 0 lb 0 lb 3644 lb H01 Bearing Length 0-3-8 4 Point 4-0-12 Top 565 lb 0 lb 0 lb 0 lb 663 lb G02 Bearing Length 0-3-8 5 Point 5-10-8 Top 3105 lb 0 lb 0 lb 0 lb 3644 lb H02 Bearing Length 0-3-8 Self Weight 23 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 1 1/2"6'5 1/4" 1'9 1/4"4'8" 1 HGUS5.25/12 2 SP 5 1/4" 1'8" Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM1 Kerto-S LVL 1.750" X 20.000" 3-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6". Capacity 71.9 % Load 158.9 PLF Yield Limit per Foot 221.0 PLF Yield Limit per Fastener 73.7 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 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 22'3 1/2" 22'3 1/2" 1 SP 2 SP 5 1/4" 1'8" 314 2 5 6 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 3-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 Member Information Type:Girder Plies:3 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: Yes Deck:Not Checked Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 1790 5043 0 0 3464 2 Vertical 1600 3316 0 0 1636 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 44592 ft-lb 9'11 5/8" 101852 ft-lb 0.438 (44%) D+0.75(L+C) Uniform Unbraced 44592 ft-lb 9'11 5/8" 44634 ft-lb 0.999 (100%)D+0.75(L+C) Uniform Shear 7827 lb 2'1 1/2" 28000 lb 0.280 (28%) D+0.75(L+C) Uniform LL Defl inch 0.246 (L/1050) 10'8 1/8" 0.538 (L/480) 0.457 (46%) 0.75(L+C) Uniform TL Defl inch 0.564 (L/458) 10'8 9/16" 0.717 (L/360) 0.786 (79%) 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 55% 5043 / 3941 8983 Uniform D+0.75(L+C) 2 - SP 5.500" Vert 35% 3316 / 2427 5743 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 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 4'11 1/2" o.c. 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 22-3-8 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 1 Tie-In Near 0-0-0 to 22-3-8 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 2 Tie-In Far 0-0-0 to 22-3-8 2-4-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F08-F09 2 Tie-In Near 0-0-0 to 22-3-8 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F08-F09 Continued on page 2... This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 22'3 1/2" 22'3 1/2" 1 SP 2 SP 5 1/4" 1'8" 314 2 5 6 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 3-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 ...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 3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9' WALL ABOVE 4 Tie-In Far 0-0-0 to 11-10-0 11-11-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF A04 4 Tie-In Near 0-0-0 to 11-10-0 0-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF A04 5 Point 6-3-0 Far Face 1372 lb 417 lb 0 lb 0 lb 1166 lb BM1 Brg 1 6 Point 11-10-0 Top 949 lb 0 lb 0 lb 0 lb 1115 lb A06 Bearing Length 0-3-8 Self Weight 23 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 1 1/2"22'3 1/2" 22'3 1/2" 1 SP 2 SP 5 1/4" 1'8" 1 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM2 Kerto-S LVL 1.750" X 20.000" 3-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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. Nail from both sides. Maximum end distance not to exceed 6". Capacity 38.7 % Load 85.6 PLF Yield Limit per Foot 221.0 PLF Yield Limit per Fastener 73.7 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 6-3-0 with a minimum of (24) – Pneumatic Gun Nail (.120x3.25") in the pattern shown. Repeat fasteners on both sides. Capacity 77.2 % Load 1705.8lb. Total Yield Limit 2209.6 lb. Cg 0.9998 Yield Limit per Fastener 92.1 lb. Yield Mode IV Load Combination D+0.75(L+C) Duration Factor 1.25 This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 8'8" 8'8" 1 SP 2 SP 3 1/2" 1'8" 1 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM3 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 397 216 0 0 0 2 Vertical 397 216 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1103 ft-lb 4'4" 52232 ft-lb 0.021 (2%) D+L L Unbraced 1103 ft-lb 4'4" 18857 ft-lb 0.059 (6%) D+L L Shear 339 lb 6'6 1/2" 14933 lb 0.023 (2%) D+L L LL Defl inch 0.003 (L/32746)4'4 1/16" 0.197 (L/480) 0.015 (1%) L L TL Defl inch 0.004 (L/21199)4'4 1/16" 0.263 (L/360) 0.017 (2%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 6% 216 / 397 614 L D+L 2 - SP 5.500" Vert 6% 216 / 397 614 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 loads must be supported equally by all plies. 6 Top 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 Tie-In Far 0-0-0 to 8-8-0 2-3-8 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F04 1 Tie-In Near 0-0-0 to 8-8-0 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F04 Self Weight 16 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 1 1/2"8'8" 8'8" 1 SP 2 SP 3 1/2" 1'8" Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM3 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 0.0 % Load 0.0 PLF Yield Limit per Foot 221.0 PLF Yield Limit per Fastener 73.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 4'10" 4'10" 1 SP 2 SP 3 1/2" 1'8" 1 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM4 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 1250 508 0 0 0 2 Vertical 1167 474 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1572 ft-lb 2'6" 52232 ft-lb 0.030 (3%) D+L L Unbraced 1572 ft-lb 2'6" 33610 ft-lb 0.047 (5%) D+L L Shear 290 lb 2'10 1/2" 14933 lb 0.019 (2%) D+L L LL Defl inch 0.003 (L/19438)2'6 1/16" 0.106 (L/480) 0.025 (2%) L L TL Defl inch 0.004 (L/13824)2'6 1/16" 0.141 (L/360) 0.026 (3%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 16% 508 / 1250 1758 L D+L 2 - SP 3.500" Vert 24% 474 / 1167 1640 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 loads must be supported equally by all plies. 6 Top 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 Tie-In Far 0-0-0 to 4-10-0 12-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F10 & FLOOR LOAD 1 Tie-In Near 0-0-0 to 4-10-0 0-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F10 & FLOOR LOAD Self Weight 16 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 1 1/2"4'10" 4'10" 1 SP 2 SP 3 1/2" 1'8" Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM4 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 0.0 % Load 0.0 PLF Yield Limit per Foot 221.0 PLF Yield Limit per Fastener 73.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 20'6" 20'6" 1 HGUS412 2 SP 3 1/2" 1'8" 1 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM5 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 407 311 0 0 0 2 Vertical 413 316 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3491 ft-lb 10'2" 52232 ft-lb 0.067 (7%) D+L L Unbraced 3491 ft-lb 10'2" 8328 ft-lb 0.419 (42%) D+L L Shear 697 lb 18'4 1/2" 14933 lb 0.047 (5%) D+L L LL Defl inch 0.033 (L/7132) 10'2 1/16" 0.497 (L/480) 0.067 (7%) L L TL Defl inch 0.059 (L/4043) 10'2 1/16" 0.663 (L/360) 0.089 (9%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 -HGUS… 3.500" Vert 14% 311 / 407 717 L D+L 2 - SP 5.500" Vert 7% 316 / 413 729 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 loads must be supported equally by all plies. 6 Top 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 Tie-In Far 0-0-0 to 20-6-0 1-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F29 1 Tie-In Near 0-0-0 to 20-6-0 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F29 Self Weight 16 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 1 1/2"20'6" 20'6" 1 HGUS412 2 SP 3 1/2" 1'8" Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM5 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 12.4 % Load 27.5 PLF Yield Limit per Foot 221.0 PLF Yield Limit per Fastener 73.7 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 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 23'10 1/8" 23'10 1/8" 1 SP 2 HGUS412 3 1/2" 1'8" 1 2 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM6 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 506 386 0 0 0 2 Vertical 855 653 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 5304 ft-lb 12'7 3/4" 52232 ft-lb 0.102 (10%) D+L L Unbraced 5304 ft-lb 12'7 3/4" 7324 ft-lb 0.724 (72%) D+L L Shear 1383 lb 21'8 5/8" 14933 lb 0.093 (9%) D+L L LL Defl inch 0.068 (L/4083) 12'1 15/16" 0.577 (L/480) 0.118 (12%) L L TL Defl inch 0.120 (L/2315) 12'1 15/16" 0.769 (L/360) 0.156 (16%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 8% 386 / 506 892 L D+L 2 -HGUS…5.500" Vert 18% 653 / 855 1507 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 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 23-10-2 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 1 Tie-In Near 0-0-0 to 23-10-2 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 2 Point 21-9-12 Near Face 311 lb 407 lb 0 lb 0 lb 0 lb BM5 Brg 1 Self Weight 16 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 1 1/2"23'10 1/8" 23'10 1/8" 1 SP 2 HGUS412 3 1/2" 1'8" 1 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM6 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 0.0 % Load 0.0 PLF Yield Limit per Foot 221.0 PLF Yield Limit per Fastener 73.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 Min/Max fastener distances for Concentrated Side Loads Concentrated Load Fasten at concentrated side load at 21-9-12 with a minimum of (6) – Pneumatic Gun Nail (.120x3.25") in the pattern shown. Capacity 81.2 % Load 358.7lb. Total Yield Limit 441.9 lb. Cg 0.9998 Yield Limit per Fastener 73.7 lb. Yield Mode IV Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 24'4" 24'4" 1 SP 2 SP 7" 1'8" 1 4 2 3 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM7 Kerto-S LVL 1.750" X 20.000" 4-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 Member Information Type:Girder Plies:4 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: Yes Deck:Not Checked Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 5420 2560 0 0 0 2 Vertical 2737 1588 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 39657 ft-lb 10'8 3/8" 108642 ft-lb 0.365 (37%) D+L L Unbraced 39657 ft-lb 10'8 3/8" 39680 ft-lb 0.999 (100%)D+L L Shear 6538 lb 2'1 1/2" 29867 lb 0.219 (22%) D+L L LL Defl inch 0.288 (L/983) 11'6 9/16" 0.589 (L/480) 0.488 (49%) L L TL Defl inch 0.438 (L/646) 11'7 5/8" 0.785 (L/360) 0.558 (56%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 37% 2560 / 5420 7980 L D+L 2 - SP 5.500" Vert 20% 1588 / 2737 4325 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 SDW22634 at 16" o.c. Maximum end distance not to exceed 8". 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 Simpson fasteners applied from a single side of the member use tip values where published. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be laterally braced at a maximum of 7'6" o.c. 9 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 12-4-4 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F10 1 Tie-In Near 0-0-0 to 12-4-4 12-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F10 2 Tie-In Far 0-0-0 to 24-4-0 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD Continued on page 2... This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 24'4" 24'4" 1 SP 2 SP 7" 1'8" 1 4 2 3 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM7 Kerto-S LVL 1.750" X 20.000" 4-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 ...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 2 Tie-In Near 0-0-0 to 24-4-0 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 3 Point 13-4-4 Near Face 653 lb 855 lb 0 lb 0 lb 0 lb BM6 Brg 2 4 Tie-In Far 14-4-4 to 24-4-0 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 4 Tie-In Near 14-4-4 to 24-4-0 1-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD Self Weight 31 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 1 1/2"24'4" 24'4" 1 SP 2 SP 7" 1'8" 1 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM7 Kerto-S LVL 1.750" X 20.000" 4-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 Multi-Ply Analysis Fasten all plies using 3 rows of SDW22634 at 16" o.c.. except for regions covered by concentrated load fastening. Maximum end distance not to exceed 8". Capacity 86.3 % Load 495.0 PLF Yield Limit per Foot 573.8 PLF Yield Limit per Fastener 255.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min. End Distance 6" Load Combination D+L Duration Factor 1.00 Min/Max fastener distances for Concentrated Side Loads Concentrated Load Fasten at concentrated side load at 13-4-4 with a minimum of (6) – SDW22634 in the pattern shown. All fasteners shall be installed with the head on the side of the applied load. Capacity 48.9 % Load 1130.5lb. Total Yield Limit 2310.0 lb. Cg 1.0000 Yield Limit per Fastener 385.0 lb. Yield Mode Lookup Load Combination D+L Duration Factor 1.00 This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 13' 13' 1 SP 2 SP 3 1/2" 1'8" 1 2 3 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM8 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 2655 2176 0 0 1043 2 Vertical 2588 1139 0 0 66 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 11382 ft-lb 6'5 9/16" 52232 ft-lb 0.218 (22%) D+L L Unbraced 11382 ft-lb 6'5 9/16" 12303 ft-lb 0.925 (93%) D+L L Shear 3812 lb 2'1 1/2" 14933 lb 0.255 (26%) D+L L LL Defl inch 0.059 (L/2536) 6'7" 0.310 (L/480) 0.189 (19%) L L TL Defl inch 0.087 (L/1717) 6'6 3/8" 0.413 (L/360) 0.210 (21%) D+L L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 46% 2176 / 2774 4949 Uniform D+0.75(L+C) 2 - SP 3.500" Vert 54% 1139 / 2588 3727 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 4 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 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 13-0-0 1-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F17 & FLOOR LOAD 1 Tie-In Near 0-0-0 to 13-0-0 9-1-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F17 & FLOOR LOAD 2 Part. Uniform 0-0-0 to 2-3-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9' WALL 3 Point 1-1-8 Top 944 lb 0 lb 0 lb 0 lb 1109 lb D10 Bearing Length 0-3-8 Self Weight 16 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 18 of 22 1 1/2"13' 13' 1 SP 2 SP 3 1/2" 1'8" Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM8 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 Multi-Ply Analysis Fasten all plies using 4 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 84.8 % Load 249.8 PLF Yield Limit per Foot 294.7 PLF Yield Limit per Fastener 73.7 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 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 19 of 22 30' 15'1 1/4"14'10 3/4" 1 SP 2 SP 3 SP 3 1/2" 1'8" 2 1 3 4 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM9 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 Ceiling:Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Direction Live Dead Snow Wind Const 1 Vertical 241 1458 0 0 610 2 Vertical 722 5065 0 0 2655 3 Vertical 236 1855 0 0 1102 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -11234 ft-lb 15'1 1/4" 65289 ft-lb 0.172 (17%) D+C LL Pos Moment 8303 ft-lb 23'8 15/16" 65289 ft-lb 0.127 (13%) D+C _L Unbraced 8303 ft-lb 23'8 15/16" 8303 ft-lb 1.000 (100%)D+C _L Shear 3616 lb 17' 18667 lb 0.194 (19%) D+C LL LL Defl inch 0.035 (L/4989) 22'7 15/16" 0.363 (L/480) 0.096 (10%) C _L TL Defl inch 0.080 (L/2177) 22'10 11/16" 0.484 (L/360) 0.165 (17%) D+C _L Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" Vert 20% 1428 / 751 2179 L_ D+C 2 - SP 5.500" Vert 72% 5125 / 2686 7811 LL D+C 3 - SP 5.500" Vert 28% 1825 / 1191 3016 _L D+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 a maximum of 20' 1/8" o.c. 7 Bottom must be laterally braced at a maximum of 13'11 1/16" o.c. 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 30-0-0 0-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 1 Tie-In Near 0-0-0 to 30-0-0 1-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR LOAD 2 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9' WALL ABOVE Continued on page 2... This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 20 of 22 30' 15'1 1/4"14'10 3/4" 1 SP 2 SP 3 SP 3 1/2" 1'8" 2 1 3 4 Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM9 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 ...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 3 Tie-In Far 0-0-0 to 30-0-0 5-6-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF J15 3 Tie-In Near 0-0-0 to 30-0-0 0-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF J15 4 Tie-In Far 14-0-0 to 30-0-0 3-4-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF P02 4 Tie-In Near 14-0-0 to 30-0-0 0-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF P02 Self Weight 16 PLF This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 21 of 22 1 1/2"30' 15'1 1/4"14'10 3/4" 1 SP 2 SP 3 SP 3 1/2" 1'8" Client:Riverside Homes Project:Chunko Resd Address:1629 Maritime Oak DriveAtlantic Beach, FL 32233 Date:12/17/2021 Input by:James Bratcher Job Name:J210532 Project #: Level: LevelBM9 Kerto-S LVL 1.750" X 20.000" 2-Ply - PASSED Version 21.40.338 Powered by iStructDataset: 21070201.142 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 22.3 % Load 61.7 PLF Yield Limit per Foot 276.2 PLF Yield Limit per Fastener 92.1 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+C Duration Factor 1.25 This design is valid until 5/24/2024 Metsä Wood301 Merritt 7 Building, 2nd FloorNorwalk, CT 06851(800) 622-5850www.metsawood.com/us Manufacturer Info Manning Building Supplies11155 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 22 of 22