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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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 iStructDataset: 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