HomeMy WebLinkAboutLA184293 PlansWOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A1
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A2
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A3
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A4
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A5
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A6
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A7
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A8
— — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — —— — — —WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/198-28-20A9
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A1
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A2
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A3
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A4
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A5
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A6
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A7
WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A8
— — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — —— — — —WOODDALE BUILDERS, INC.
6117 BLUE CIRCLE DR.
MINNETONKA, MN 55343 MATT J.8-19-20KENWOOD I C 2012 WOODDALE BUILDERS, INC.UNAUTHORIZED USE OF THESE PLANSIS A VIOLATION OF THE U.S. COPYRIGHTACT. LOT 21 & 22, BLOCK 1
LAKEVILLE, MNPH. 952-345-0543
KENWOOD PLACE DEVELOPMENT 1/20/167/29/19A9
2'3"
2'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
2
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM1 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 45 90 135 0 0
2 45 90 135 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 113 ft-lb 1'1 1/2"1649 ft-lb 0.068 (7%)D+S L
113 ft-lb 1'1 1/2"1631 ft-lb 0.069 (7%)D+S L
Shear 121 lb 6 1/4"1708 lb 0.071 (7%)D+S L
LL Defl inch 0.001
(L/26971)
1'1 9/16"0.053 (L/480)0.020 (2%)0.75(L+S)L
TL Defl inch 0.002 (L/16183)1'1 9/16"0.071 (L/360)0.020 (2%)D+0.75(L+S)L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"12%90 / 135 225 L D+S
2 -SPF
End
Grain
1.500"12%90 / 135 225 L D+S
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be laterally braced at a maximum of 2' o.c.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 2-3-0 (Span)6-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 1 of 34
1 1/2"2'3"
2'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM1 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 2 of 34
5'3"
5'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
2
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM2 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 105 210 315 0 0
2 105 210 315 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 657 ft-lb 2'7 1/2"1649 ft-lb 0.398 (40%)D+0.75(L+S)L
657 ft-lb 2'7 1/2"1631 ft-lb 0.403 (40%)D+0.75(L+S)L
Shear 421 lb 4'8 3/4"1708 lb 0.246 (25%)D+S L
LL Defl inch 0.032 (L/1923)2'7 1/2"0.128 (L/480)0.250 (25%)0.75(L+S)L
TL Defl inch 0.053 (L/1154)2'7 1/2"0.171 (L/360)0.310 (31%)D+0.75(L+S)L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"27%210 / 315 525 L D+0.75(L+S)
2 -SPF
End
Grain
1.500"27%210 / 315 525 L D+S
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be laterally braced at a maximum of 2' o.c.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 5-3-0 (Span)6-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 3 of 34
1 1/2"5'3"
5'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM2 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 4 of 34
6'5"
6'5"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
12
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM3 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 128 1571 2952 0 0
2 128 1571 2952 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 6431 ft-lb 3'2 1/2"15016 ft-lb 0.428 (43%)D+S L
Shear 3142 lb 5'5 1/4"7265 lb 0.432 (43%)D+S L
LL Defl inch 0.070 (L/1040)3'2 1/2"0.151 (L/480)0.460 (46%)S L
TL Defl inch 0.107 (L/679)3'2 1/2"0.201 (L/360)0.530 (53%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"57%1571 / 2952 4522 L D+S
2 -SPF
End
Grain
3.000"57%1571 / 2952 4522 L D+S
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.037", Long Term = 0.056"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 6-5-0 (Span)46-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 5 of 34
1 1/2"6'5"
6'5"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM3 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 6 of 34
16'6"
16'6"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
1
2
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM4 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 330 1137 1650 0 0
2 330 1137 1650 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 10980 ft-lb 8'3"35705 ft-lb 0.308 (31%)D+S L
Shear 2389 lb 15'3 7/8"13622 lb 0.175 (18%)D+S L
LL Defl inch 0.220 (L/881)8'3 1/16"0.403 (L/480)0.540 (54%)S L
TL Defl inch 0.371 (L/522)8'3 1/16"0.538 (L/360)0.690 (69%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"24%1137 / 1650 2787 L D+S
2 -SPF
End
Grain
3.000"24%1137 / 1650 2787 L D+S
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.151", Long Term = 0.227"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 16-6-0 (Span)10-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
Self Weight 18 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 7 of 34
1 1/2"16'6"
16'6"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM4 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Nail from both sides. Maximum end distance not to
exceed 6". Clinch Nails where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 8 of 34
4'10"
4'10"
1 SPF End Grain 2 SPF End Grain
3 1/2"
7 1/4"
12
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM5 LP-LVL 2900Fb-2.0E 1.750" X 7.250" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 97 1323 2513 0 0
2 97 1323 2513 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 3944 ft-lb 2'5"9012 ft-lb 0.438 (44%)D+S L
Shear 2579 lb 4' 1/2"5544 lb 0.465 (47%)D+S L
LL Defl inch 0.053 (L/1003)2'5"0.111 (L/480)0.480 (48%)S L
TL Defl inch 0.081 (L/657)2'5"0.149 (L/360)0.550 (55%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"49%1323 / 2513 3836 L D+S
2 -SPF
End
Grain
3.000"49%1323 / 2513 3836 L D+S
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.028", Long Term = 0.042"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 4-10-0 (Span)52-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
Self Weight 7 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 9 of 34
1 1/2"4'10"
4'10"
1 SPF End Grain 2 SPF End Grain
3 1/2"
7 1/4"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM5 LP-LVL 2900Fb-2.0E 1.750" X 7.250" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 10 of 34
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
12 4
3
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM6 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 130 1100 2008 0 0
2 130 1787 3382 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 8098 ft-lb 3'3"15016 ft-lb 0.539 (54%)D+S L
Shear 3730 lb 5'6 1/4"7265 lb 0.513 (51%)D+S L
LL Defl inch 0.083 (L/888)3'3 3/8"0.153 (L/480)0.540 (54%)S L
TL Defl inch 0.127 (L/581)3'3 3/8"0.204 (L/360)0.620 (62%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"39%1100 / 2008 3107 L D+S
2 -SPF
End
Grain
3.000"66%1787 / 3382 5169 L D+S
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.044", Long Term = 0.066"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 3-3-0 (Span)8-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
3 Point 3-3-0 Top 900 lb 0 lb 1800 lb 0 lb 0 lb
Bearing Length 0-3-8
4 Tie-In 3-3-10 to 6-6-0 (Span)48-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 11 of 34
1 1/2"6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM6 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 12 of 34
8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
12
3
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM7 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 170 1648 1445 0 0
2 170 2003 2655 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 10107 ft-lb 3'9 1/2"15016 ft-lb 0.673 (67%)D+S L
Shear 3689 lb 7'6 1/4"7265 lb 0.508 (51%)D+S L
LL Defl inch 0.132 (L/741)4'4 1/8"0.203 (L/480)0.650 (65%)S L
TL Defl inch 0.261 (L/373)4'2 3/4"0.271 (L/360)0.960 (96%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"39%1648 / 1445 3093 L D+S
2 -SPF
End
Grain
3.000"59%2003 / 2655 4658 L D+S
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.130", Long Term = 0.194"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 3-6-0 to 8-6-0 (Span)32-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
3 Point 3-6-0 Top 1800 lb 0 lb 900 lb 0 lb 0 lb
Bearing Length 0-3-8
Self Weight 10 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 13 of 34
1 1/2"8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM7 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 14 of 34
14'6"
14'6"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
124
3
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM8 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 290 1329 2110 0 0
2 290 1460 2370 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 12688 ft-lb 7'1 1/4"35705 ft-lb 0.355 (36%)D+S L
Shear 3112 lb 13'1 3/8"13622 lb 0.228 (23%)D+S L
LL Defl inch 0.196 (L/839)7'2 9/16"0.343 (L/480)0.570 (57%)S L
TL Defl inch 0.316 (L/520)7'2 5/8"0.457 (L/360)0.690 (69%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
5.500"16%1329 / 2110 3439 L D+S
2 -SPF
End
Grain
5.500"18%1460 / 2370 3830 L D+S
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.120", Long Term = 0.180"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 4-0-0 (Span)8-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
3 Point 4-0-0 Top 240 lb 0 lb 480 lb 0 lb 0 lb
Bearing Length 0-3-8
4 Tie-In 4-0-0 to 14-6-0 (Span)16-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
Self Weight 18 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 15 of 34
1 1/2"14'6"
14'6"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM8 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Nail from both sides. Maximum end distance not to
exceed 6". Clinch Nails where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 16 of 34
11'6"
11'6"
1 SPF End Grain 2 SPF End Grain
5 1/4"
9 1/2"
124
3
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM9 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 230 935 1477 0 0
2 230 1139 1883 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 8322 ft-lb 5'7 1/2"23425 ft-lb 0.355 (36%)D+S L
Shear 2519 lb 10'6 1/4"10898 lb 0.231 (23%)D+S L
LL Defl inch 0.164 (L/813)5'9"0.278 (L/480)0.590 (59%)S L
TL Defl inch 0.263 (L/507)5'9"0.371 (L/360)0.710 (71%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"20%935 / 1477 2412 L D+S
2 -SPF
End
Grain
3.000"26%1139 / 1883 3022 L D+S
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.099", Long Term = 0.149"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 4-0-0 (Span)4-0-0
to 8-0-0
Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
3 Point 4-0-0 Top 240 lb 0 lb 480 lb 0 lb 0 lb
Bearing Length 0-3-8
4 Tie-In 4-0-0 to 11-6-0 (Span)16-0-0 Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
Self Weight 14 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 17 of 34
1 1/2"11'6"
11'6"
1 SPF End Grain 2 SPF End Grain
5 1/4"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM9 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Nail from both sides. Maximum end distance not to
exceed 6". Clinch Nails where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 18 of 34
12'
12'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM19 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 480 597 600 0 0
2 480 597 600 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4127 ft-lb 6'15016 ft-lb 0.275 (27%)D+0.75(L+S)L
Shear 1200 lb 10'9 3/4"7265 lb 0.165 (17%)D+0.75(L+S)L
LL Defl inch 0.115 (L/1174)6'0.280 (L/480)0.410 (41%)0.75(L+S)L
TL Defl inch 0.198 (L/678)6'0.374 (L/360)0.530 (53%)D+0.75(L+S)L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
5.500"10%597 / 810 1407 L D+0.75(L+S)
2 -SPF
End
Grain
5.500"10%597 / 810 1407 L D+0.75(L+S)
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.084", Long Term = 0.125"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 12-0-0 (Span)2-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Tie-In 0-0-0 to 6-0-0 (Span)2-0-0
to 8-0-0
Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
4 Tie-In 6-0-0 to 12-0-0 (Span)8-0-0
to 2-0-0
Top 20 PSF 0 PSF 40 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 19 of 34
1 1/2"12'
12'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: MAIN FLOORBM19 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 20 of 34
10'11 3/4"
2'11"5'2"2'10 3/4"
1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain
5 1/4"
9 1/2"
13 2
4
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM10 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1171 (-200)496 0 0 0
2 3504 (-57)2332 0 0 0
3 3499 (-58)2328 0 0 0
4 1164 (-204)489 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Neg Moment -2473 ft-lb 2'11"20369 ft-lb 0.121 (12%)D+L LL_
Pos Moment 2020 ft-lb 5'6"20369 ft-lb 0.099 (10%)D+L _L_
Shear 2345 lb 7'3 1/2"9476 lb 0.247 (25%)D+L _LL
LL Defl inch 0.013 (L/4646)5'6"0.129 (L/480)0.100 (10%)L _L_
TL Defl inch 0.022 (L/2867)5'6"0.172 (L/360)0.130 (13%)D+L _L_
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
4.500"9%459 / 1164 1623 L_L D+L
2 -SPF
End
Grain
3.000"50%2369 / 3593 5963 LL_D+L
3 -SPF End
Grain
3.000"50%2366 / 3591 5957 _LL D+L
4 -SPF End
Grain
4.500"9%451 / 1158 1610 L_L D+L
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design.
2 Dead Load Deflection: Instant = 0.008", Long Term = 0.012"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 10-11-12 (Span)22-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF
4 Tie-In 0-0-0 to 10-11-12 (Span)14-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Self Weight 14 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 21 of 34
1 1/2"10'11 3/4"
2'11"5'2"2'10 3/4"
1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain
5 1/4"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM10 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Nail from both sides. Maximum end distance not to
exceed 6". Clinch Nails where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 22 of 34
6'10 1/4"
6'10 1/4"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
13 2
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM11 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1645 1164 0 0 0
2 1645 1164 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4300 ft-lb 3'5 1/8"13057 ft-lb 0.329 (33%)D+L L
Shear 2006 lb 5'10 1/2"6318 lb 0.318 (32%)D+L L
LL Defl inch 0.047 (L/1662)3'5 1/8"0.162 (L/480)0.290 (29%)L L
TL Defl inch 0.080 (L/973)3'5 1/8"0.216 (L/360)0.370 (37%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"36%1164 / 1645 2809 L D+L
2 -SPF
End
Grain
3.000"36%1164 / 1645 2809 L D+L
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.033", Long Term = 0.050"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 6-10-4 (Span)22-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 10 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 23 of 34
1 1/2"6'10 1/4"
6'10 1/4"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM11 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 24 of 34
5'
5'
1 SPF 2 SPF
5 1/4"
9 1/2"
12
3
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM12 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1650 411 0 0 0
2 1650 411 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2204 ft-lb 2'6"20369 ft-lb 0.108 (11%)D+L L
Shear 1895 lb 11 3/4"9476 lb 0.200 (20%)D+L L
LL Defl inch 0.013 (L/4226)2'6"0.116 (L/480)0.110 (11%)L L
TL Defl inch 0.016 (L/3384)2'6"0.154 (L/360)0.110 (11%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 3.000"31%411 / 1650 2061 L D+L
2 -SPF 3.000"31%411 / 1650 2061 L D+L
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.003", Long Term = 0.005"
3 Fasten all plies using 4 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top must be laterally braced at a maximum of 2' o.c.
7 Bottom must be laterally braced at a maximum of 2' o.c.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Near Face 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 5-0-0 (Span)13-0-0 Far Face 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Tie-In 0-0-0 to 5-0-0 (Span)18-0-0 Near Face 0 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Self Weight 14 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 25 of 34
1 1/2"5'
5'
1 SPF 2 SPF
5 1/4"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM12 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 3-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 4 rows of 12d Box nails (.128x3.25") at 12" o.c.. Nail from both sides. Maximum end distance not to
exceed 6". Clinch Nails where possible.
Capacity 75.5 %
Load 280.0 PLF
Yield Limit per Foot 370.9 PLF
Yield Limit per Fastener 92.7 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 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 26 of 34
3'1"
3'1"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
12
3
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 563 281 0 0 0
2 563 281 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 599 ft-lb 1'6 1/2"3431 ft-lb 0.175 (17%)D+L L
599 ft-lb 1'6 1/2"3382 ft-lb 0.177 (18%)D+L L
Shear 388 lb 10"2498 lb 0.155 (16%)D+L L
LL Defl inch 0.002
(L/15634)
1'6 1/2"0.074 (L/480)0.030 (3%)L L
TL Defl inch 0.003 (L/10422)1'6 1/2"0.099 (L/360)0.030 (3%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"44%281 / 563 844 L D+L
2 -SPF
End
Grain
1.500"44%281 / 563 844 L D+L
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be laterally braced at a maximum of 2' o.c.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 3-1-0 (Span Cont)13-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Tie-In 0-0-0 to 3-1-0 (Span Cont)12-0-0 Top 0 PSF 0 PSF 0 PSF 0 PSF 0 PSF
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 27 of 34
1 1/2"3'1"
3'1"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 28 of 34
4'
4'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
12
3
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1430 715 0 0 0
2 1430 715 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1762 ft-lb 2'3431 ft-lb 0.513 (51%)D+L L
1762 ft-lb 2'3382 ft-lb 0.521 (52%)D+L L
Shear 1117 lb 11 1/2"2498 lb 0.447 (45%)D+L L
LL Defl inch 0.010 (L/4338)2' 1/16"0.091 (L/480)0.110 (11%)L L
TL Defl inch 0.015 (L/2892)2' 1/16"0.121 (L/360)0.120 (12%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"56%715 / 1430 2145 L D+L
2 -SPF
End
Grain
3.000"56%715 / 1430 2145 L D+L
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be laterally braced at a maximum of 2' o.c.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 4-0-0 (Span Cont)
9-0-0
Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Tie-In 0-0-0 to 4-0-0 (Span Cont)
18-0-0
Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 29 of 34
1 1/2"4'
4'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Page 30 of 34
6'9"
6'9"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
13 2
4
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM15 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 2363 1517 0 0 0
2 2363 1517 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 5840 ft-lb 3'4 1/2"13057 ft-lb 0.447 (45%)D+L L
Shear 2754 lb 11 3/4"6318 lb 0.436 (44%)D+L L
LL Defl inch 0.064 (L/1189)3'4 1/2"0.159 (L/480)0.400 (40%)L L
TL Defl inch 0.106 (L/724)3'4 1/2"0.212 (L/360)0.500 (50%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"49%1517 / 2363 3880 L D+L
2 -SPF
End
Grain
3.000"49%1517 / 2363 3880 L D+L
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.041", Long Term = 0.062"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 6-9-0 (Span)19-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
4 Tie-In 0-0-0 to 6-9-0 (Span)14-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 31 of 34
1 1/2"6'9"
6'9"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM15 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 32 of 34
12'
12'
1 SPF 2 SPF
3 1/2"
11 7/8"
13
2
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM18 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:360
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:20 PSF
Snow:40 PSF
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1920 1571 0 0 0
2 1920 1571 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 9830 ft-lb 6'19902 ft-lb 0.494 (49%)D+L L
Shear 2866 lb 10'9 7/8"7897 lb 0.363 (36%)D+L L
LL Defl inch 0.150 (L/933)6'0.291 (L/480)0.510 (51%)L L
TL Defl inch 0.272 (L/513)6'0.388 (L/360)0.700 (70%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 3.000"78%1571 / 1920 3491 L D+L
2 -SPF 3.000"78%1571 / 1920 3491 L D+L
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.122", Long Term = 0.184"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
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 2' o.c.
8 Bottom must be laterally braced at a maximum of 2' o.c.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Near Face 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 12-0-0 (Span)14-0-0 Top 20 PSF 40 PSF 0 PSF 0 PSF 0 PSF
3 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 12 PLF
This design is valid until 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 33 of 34
1 1/2"12'
12'
1 SPF 2 SPF
3 1/2"
11 7/8"
Client:
Project:
Address:
Date:8/26/2020
Designer:KURT
Job Name:WOODDALE 17049-17055 KERRICK PL
Project #:
Level: LOWER LEVELBM18 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart DesignVersion 3.3.191 (Build 19.71.191)Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6". Clinch Nails
where possible.
Capacity 16.2 %
Load 30.0 PLF
Yield Limit per Foot 185.4 PLF
Yield Limit per Fastener 92.7 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 10/31/2022
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info KP Const Consulting7635 EDINBOROUGH WAY #5110, 55435
Mn
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 34 of 34