HomeMy WebLinkAboutLA182880 - 18102 Jurel Cir Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
_______ _______
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
7/21/2020
DM
CherryView
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK SConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode08/10/2020shutchins
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S48" CS-WSPcs- WSPcs- WSPcs- WSPcs- WSP48" CS-WSP48" CS-WSP2-9 1/2" LVL2- 2x102-9 1/2" LVL2 Trimmers2-9 1/2" LVL2 Trimmers2-9 1/2" LVL2 Trimmers2-9 1/2" LVL2 TrimmersUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S444444448" CS-WSP48" CS-WSPPFHPFG48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSPcs- WSPcs- WSPcs- WSPcs- WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP48" CS-WSP2-9 1/2" LVL2 Trimmers2-9 1/2" LVL2 Trimmers2-9 1/2" LVL2 TrimmersGirder Truss2-9 1/2" LVL2 Trimmers2-9 1/2" LVL2 Trimmers2-16" LVL 3 Trimmers2 Trimmers
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
1315 SQ FT LL2036 SQ FT ML3351 T SQ FT555 SQ FT GARAGEPLANS PREPAREDBY RICK S
16'10 1/2"
16'1 1/2"
1 SPF End Grain 2 SPF End Grain
3 1/2"
1'4"
1 2 4
3
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH1 LP-LVL 2900Fb-2.0E 1.750" X 16.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 2168 4907 0 0
2 0 2723 5779 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 31104 ft-lb 9'3 13/16"39831 ft-lb 0.781 (78%)D+S L
Shear 8108 lb 15'2 7/8"12236 lb 0.663 (66%)D+S L
LL Defl inch 0.475 (L/411)8'8 1/16"0.814 (L/240)0.580 (58%)S L
TL Defl inch 0.689 (L/283)8'8 3/16"1.085 (L/180)0.640 (64%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
4.500"60%2168 / 4907 7075 L D+S
2 -SPF
End
Grain
4.500"72%2723 / 5779 8502 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 = 0.214", Long Term = 0.321"
3 Fasten all plies using 3 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 continuously braced.
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 Part. Uniform 0-0-0 to 9-0-0 12-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
2 Part. Uniform 9-0-0 to 14-0-0 15-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
3 Point 14-0-0 Top 1190 lb 0 lb 2210 lb 0 lb 0 lb
Bearing Length 0-3-8
4 Part. Uniform 14-0-0 to 16-7-8 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 16 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 1 of 58
1 1/2"16'10 1/2"
16'1 1/2"
1 SPF End Grain 2 SPF End Grain
3 1/2"
1'4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH1 LP-LVL 2900Fb-2.0E 1.750" X 16.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 3 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 278.2 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 2 of 58
5'6"
5'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1218 2945 0 0
2 0 1218 2945 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4971 ft-lb 2'9"15016 ft-lb 0.331 (33%)D+S L
Shear 2681 lb 11 3/4"7265 lb 0.369 (37%)D+S L
LL Defl inch 0.045 (L/1354)2'9"0.256 (L/240)0.180 (18%)S L
TL Defl inch 0.064 (L/958)2'9"0.342 (L/180)0.190 (19%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"53%1218 / 2945 4164 L D+S
2 -SPF
End
Grain
3.000"53%1218 / 2945 4164 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 = 0.019", Long Term = 0.028"
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 continuously braced.
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 25-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 3 of 58
1 1/2"5'6"
5'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 4 of 58
2'10 1/2"
2'7 1/2"
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH3 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 122 302 0 0
2 0 122 302 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 279 ft-lb 1'5 1/4"2645 ft-lb 0.105 (11%)D+S L
Unbraced 279 ft-lb 1'5 1/4"2645 ft-lb 0.105 (11%)D+S L
Shear 227 lb 8"2251 lb 0.101 (10%)D+S L
LL Defl inch 0.002
(L/16288)
1'5 1/4"0.138 (L/240)0.010 (1%)S L
TL Defl inch 0.003
(L/11595)
1'5 1/4"0.183 (L/180)0.020 (2%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"22%122 / 302 424 L D+S
2 -SPF
End
Grain
1.500"22%122 / 302 424 L D+S
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 continuously braced.
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 5-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 5 of 58
1 1/2"2'10 1/2"
2'7 1/2"
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH3 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 6 of 58
6'3"
6'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 186 459 0 0
2 0 186 459 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 968 ft-lb 3'1 1/2"3946 ft-lb 0.245 (25%)D+S L
Unbraced 968 ft-lb 3'1 1/2"3946 ft-lb 0.245 (25%)D+S L
Shear 473 lb 10"2872 lb 0.165 (16%)D+S L
LL Defl inch 0.017 (L/4374)3'1 1/2"0.306 (L/240)0.050 (5%)S L
TL Defl inch 0.024 (L/3114)3'1 1/2"0.408 (L/180)0.060 (6%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"34%186 / 459 645 L D+S
2 -SPF
End
Grain
1.500"34%186 / 459 645 L D+S
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 continuously braced.
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 3-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 7 of 58
1 1/2"6'3"
6'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 8 of 58
3'9"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1084 2678 0 0
2 0 1084 2678 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2856 ft-lb 1'10 1/2"3946 ft-lb 0.724 (72%)D+S L
Unbraced 2856 ft-lb 1'10 1/2"3946 ft-lb 0.724 (72%)D+S L
Shear 1839 lb 11 1/2"2872 lb 0.640 (64%)D+S L
LL Defl inch 0.015 (L/2691)1'10 9/16"0.169 (L/240)0.090 (9%)S L
TL Defl inch 0.021 (L/1916)1'10 9/16"0.225 (L/180)0.090 (9%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"98%1084 / 2678 3761 L D+S
2 -SPF
End
Grain
3.000"98%1084 / 2678 3761 L D+S
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 continuously braced.
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 34-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 9 of 58
1 1/2"3'9"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 10 of 58
3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 124 307 0 0
2 0 124 307 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 324 ft-lb 1'7 1/2"3946 ft-lb 0.082 (8%)D+S L
Unbraced 324 ft-lb 1'7 1/2"3946 ft-lb 0.082 (8%)D+S L
Shear 210 lb 10"2872 lb 0.073 (7%)D+S L
LL Defl inch 0.001
(L/25614)
1'7 1/2"0.156 (L/240)0.010 (1%)S L
TL Defl inch 0.002
(L/18234)
1'7 1/2"0.208 (L/180)0.010 (1%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"23%124 / 307 431 L D+S
2 -SPF
End
Grain
1.500"23%124 / 307 431 L D+S
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 continuously braced.
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 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 11 of 58
1 1/2"3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 12 of 58
4'3"
4'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 163 402 0 0
2 0 163 402 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 565 ft-lb 2'1 1/2"3946 ft-lb 0.143 (14%)D+S L
Unbraced 565 ft-lb 2'1 1/2"3946 ft-lb 0.143 (14%)D+S L
Shear 343 lb 10"2872 lb 0.119 (12%)D+S L
LL Defl inch 0.004
(L/11137)
2'1 9/16"0.206 (L/240)0.020 (2%)S L
TL Defl inch 0.006 (L/7928)2'1 9/16"0.275 (L/180)0.020 (2%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"30%163 / 402 564 L D+S
2 -SPF
End
Grain
1.500"30%163 / 402 564 L D+S
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 continuously braced.
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 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 13 of 58
1 1/2"4'3"
4'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 14 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1 3
2
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH8 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 529 1028 0 0
2 0 1596 3383 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 6023 ft-lb 4'6"15016 ft-lb 0.401 (40%)D+S L
Shear 3497 lb 5'6 1/4"7265 lb 0.481 (48%)D+S L
LL Defl inch 0.055 (L/1346)3'10"0.306 (L/240)0.180 (18%)S L
TL Defl inch 0.082 (L/895)3'9 15/16"0.408 (L/180)0.200 (20%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"20%529 / 1028 1557 L D+S
2 -SPF
End
Grain
3.000"63%1596 / 3383 4979 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 = 0.027", Long Term = 0.041"
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 continuously braced.
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 Part. Uniform 0-0-0 to 4-6-0 1-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
2 Point 4-6-0 Top 1120 lb 0 lb 2080 lb 0 lb 0 lb
Bearing Length 0-3-8
3 Part. Uniform 4-6-0 to 6-6-0 25-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 58
1 1/2"6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH8 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH9 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1440 3481 0 0
2 0 1440 3481 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 7100 ft-lb 3'3"15016 ft-lb 0.473 (47%)D+S L
Shear 3438 lb 5'6 1/4"7265 lb 0.473 (47%)D+S L
LL Defl inch 0.085 (L/863)3'3"0.306 (L/240)0.280 (28%)S L
TL Defl inch 0.120 (L/610)3'3"0.408 (L/180)0.300 (30%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"62%1440 / 3481 4921 L D+S
2 -SPF
End
Grain
3.000"62%1440 / 3481 4921 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 = 0.035", Long Term = 0.053"
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 continuously braced.
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 25-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 58
1 1/2"6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH9 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 58
7'9"
7'3"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH10 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1420 3418 0 0
2 0 1420 3418 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 8488 ft-lb 3'10 1/2"15016 ft-lb 0.565 (57%)D+S L
Shear 3615 lb 11 3/4"7265 lb 0.498 (50%)D+S L
LL Defl inch 0.138 (L/641)3'10 9/16"0.369 (L/240)0.370 (37%)S L
TL Defl inch 0.196 (L/453)3'10 9/16"0.492 (L/180)0.400 (40%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"61%1420 / 3418 4838 L D+S
2 -SPF
End
Grain
3.000"61%1420 / 3418 4838 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 = 0.057", Long Term = 0.086"
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 continuously braced.
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 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 58
1 1/2"7'9"
7'3"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH10 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 58
3'6"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH11 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 253 625 0 0
2 0 253 625 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 714 ft-lb 1'9"3946 ft-lb 0.181 (18%)D+S L
Unbraced 714 ft-lb 1'9"3946 ft-lb 0.181 (18%)D+S L
Shear 460 lb 10"2872 lb 0.160 (16%)D+S L
LL Defl inch 0.004
(L/10765)
1'9 1/16"0.169 (L/240)0.020 (2%)S L
TL Defl inch 0.005 (L/7663)1'9 1/16"0.225 (L/180)0.020 (2%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"46%253 / 625 878 L D+S
2 -SPF
End
Grain
1.500"46%253 / 625 878 L D+S
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 continuously braced.
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 8-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 21 of 58
1 1/2"3'6"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH11 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 22 of 58
4'3"
4'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 163 402 0 0
2 0 163 402 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 565 ft-lb 2'1 1/2"3946 ft-lb 0.143 (14%)D+S L
Unbraced 565 ft-lb 2'1 1/2"3946 ft-lb 0.143 (14%)D+S L
Shear 343 lb 10"2872 lb 0.119 (12%)D+S L
LL Defl inch 0.004
(L/11137)
2'1 9/16"0.206 (L/240)0.020 (2%)S L
TL Defl inch 0.006 (L/7928)2'1 9/16"0.275 (L/180)0.020 (2%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"30%163 / 402 564 L D+S
2 -SPF
End
Grain
1.500"30%163 / 402 564 L D+S
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 continuously braced.
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 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 23 of 58
1 1/2"4'3"
4'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 24 of 58
5'3"
5'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 201 496 0 0
2 0 201 496 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 872 ft-lb 2'7 1/2"3946 ft-lb 0.221 (22%)D+S L
Unbraced 872 ft-lb 2'7 1/2"3946 ft-lb 0.221 (22%)D+S L
Shear 476 lb 10"2872 lb 0.166 (17%)D+S L
LL Defl inch 0.011 (L/5807)2'7 1/2"0.256 (L/240)0.040 (4%)S L
TL Defl inch 0.015 (L/4134)2'7 1/2"0.342 (L/180)0.040 (4%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"36%201 / 496 697 L D+S
2 -SPF
End
Grain
1.500"36%201 / 496 697 L D+S
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 continuously braced.
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 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 25 of 58
1 1/2"5'3"
5'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH13 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 26 of 58
2'3"
2'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 163 402 0 0
2 0 163 402 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 283 ft-lb 1'1 1/2"3946 ft-lb 0.072 (7%)D+S L
Unbraced 283 ft-lb 1'1 1/2"3946 ft-lb 0.072 (7%)D+S L
Shear 146 lb 10"2872 lb 0.051 (5%)D+S L
LL Defl inch 0.001
(L/43127)
1'1 9/16"0.106 (L/240)0.010 (1%)S L
TL Defl inch 0.001
(L/30701)
1'1 9/16"0.142 (L/180)0.010 (1%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"30%163 / 402 564 L D+S
2 -SPF
End
Grain
1.500"30%163 / 402 564 L D+S
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 continuously braced.
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 8-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 27 of 58
1 1/2"2'3"
2'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH14 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 28 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1 3
2
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH15 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1727 3737 0 0
2 0 1394 2833 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 10656 ft-lb 3'6"15016 ft-lb 0.710 (71%)D+S L
Shear 4271 lb 11 3/4"7265 lb 0.588 (59%)D+S L
LL Defl inch 0.109 (L/674)3'4 3/8"0.306 (L/240)0.360 (36%)S L
TL Defl inch 0.163 (L/452)3'4 1/2"0.408 (L/180)0.400 (40%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"69%1727 / 3737 5464 L D+S
2 -SPF
End
Grain
3.000"54%1394 / 2833 4227 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 = 0.053", Long Term = 0.080"
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 continuously braced.
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 Part. Uniform 0-0-0 to 3-6-0 20-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
2 Point 3-6-0 Top 1610 lb 0 lb 2990 lb 0 lb 0 lb
Bearing Length 0-3-8
3 Part. Uniform 3-6-0 to 6-6-0 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 29 of 58
1 1/2"6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH15 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 30 of 58
1'11"
1'8"
1 SPF End Grain
2 SPF End Grain 3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 73 181 0 0
2 0 73 181 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 107 ft-lb 11 1/2"3946 ft-lb 0.027 (3%)D+S L
Unbraced 107 ft-lb 11 1/2"3946 ft-lb 0.027 (3%)D+S L
Shear 33 lb 10"2872 lb 0.012 (1%)D+S L
LL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%)
TL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%)
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"13%73 / 181 254 L D+S
2 -SPF
End
Grain
1.500"13%73 / 181 254 L D+S
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 continuously braced.
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 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 31 of 58
1 1/2"1'11"
1'8"
1 SPF End Grain
2 SPF End Grain 3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 32 of 58
3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
2
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH17 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 104 137 0 0
2 0 104 137 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 181 ft-lb 1'7 1/2"1649 ft-lb 0.110 (11%)D+S L
Unbraced 181 ft-lb 1'7 1/2"1649 ft-lb 0.110 (11%)D+S L
Shear 163 lb 6 1/4"1708 lb 0.096 (10%)D+S L
LL Defl inch 0.003
(L/12115)
1'7 1/2"0.156 (L/240)0.020 (2%)S L
TL Defl inch 0.005 (L/6876)1'7 1/2"0.208 (L/180)0.030 (3%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"13%104 / 137 241 L D+S
2 -SPF
End
Grain
1.500"13%104 / 137 241 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 continuously braced.
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 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
2 Uniform Top 30 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 33 of 58
1 1/2"3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Main LevelH17 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 34 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1170 1356 1028 0 0
2 1170 2423 3383 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2882 ft-lb 3'3"13057 ft-lb 0.221 (22%)D+L L
Shear 1395 lb 5'6 1/4"6318 lb 0.221 (22%)D+L L
LL Defl inch 0.029 (L/2566)3'3"0.204 (L/360)0.140 (14%)L L
TL Defl inch 0.049 (L/1503)3'3"0.306 (L/240)0.160 (16%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"38%1356 / 1649 3005 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"74%2423 / 3415 5838 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 Provide restraint at Bearing 2 to prevent buckling or transfer 2310 lbs of unfactored applied load around member to support below. Connection to the king stud/post, full-depth blocking,
column caps that extend to mid-height, or other devices that prevent buckling can be used to
provide restraint at the bearing. Rim board, squash blocks, or other devices can be used to
transfer the load.
3 Dead Load Deflection: Instant = 0.020", Long Term = 0.030"
4 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.
5 Refer to last page of calculations for fasteners required for specified loads.
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 continuously braced.
9 Bottom braced at bearings.
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 35 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 9-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-1-8 Top 529 lb 0 lb 1028 lb 0 lb 0 lb H8 Brg 1
Bearing Length 0-3-8
4 Point 6-4-8 Top 1596 lb 0 lb 3383 lb 0 lb 0 lb H8 Brg 2
Bearing Length 0-3-8
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 36 of 58
1 1/2"6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 37 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1170 2267 3481 0 0
2 1170 2267 3481 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2882 ft-lb 3'3"13057 ft-lb 0.221 (22%)D+L L
Shear 1395 lb 5'6 1/4"6318 lb 0.221 (22%)D+L L
LL Defl inch 0.029 (L/2566)3'3"0.204 (L/360)0.140 (14%)L L
TL Defl inch 0.049 (L/1503)3'3"0.306 (L/240)0.160 (16%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"73%2267 / 3488 5755 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"73%2267 / 3488 5755 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 Provide restraint at Bearing 1 to prevent buckling or transfer 2252 lbs of unfactored applied load around member to support below. Connection to the king stud/post, full-depth blocking,
column caps that extend to mid-height, or other devices that prevent buckling can be used to
provide restraint at the bearing. Rim board, squash blocks, or other devices can be used to
transfer the load.Provide restraint at Bearing 2 to prevent buckling or transfer 2252 lbs of unfactored applied load around member to support below. Connection to the king stud/post, full-depth blocking, column caps that extend to mid-height, or other devices that prevent
buckling can be used to provide restraint at the bearing. Rim board, squash blocks, or other
devices can be used to transfer the load.
3 Dead Load Deflection: Instant = 0.020", Long Term = 0.030"
4 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.
5 Refer to last page of calculations for fasteners required for specified loads.
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 continuously braced.
9 Bottom braced at bearings.
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 38 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 9-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-1-8 Top 1440 lb 0 lb 3481 lb 0 lb 0 lb H9 Brg 1
Bearing Length 0-3-8
4 Point 6-4-8 Top 1440 lb 0 lb 3481 lb 0 lb 0 lb H9 Brg 2
Bearing Length 0-3-8
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 39 of 58
1 1/2"6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 40 of 58
8'6"
8'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 546
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB3 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1530 2753 4040 0 0
2 1530 2756 4046 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 5860 ft-lb 4'2 11/16"13057 ft-lb 0.449 (45%)D+L L
Shear 4500 lb 11 3/4"7265 lb 0.619 (62%)D+0.75(L+S)L
LL Defl inch 0.106 (L/920)4'2 11/16"0.271 (L/360)0.390 (39%)0.75(L+S)L
TL Defl inch 0.188 (L/518)4'2 3/4"0.406 (L/240)0.460 (46%)D+0.75(L+S)L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"88%2753 / 4177 6930 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"88%2756 / 4182 6938 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 = 0.082", Long Term = 0.123"
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 continuously braced.
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 9-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Part. Uniform 0-0-0 to 0-9-0 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
4 Point 0-9-0 Top 1420 lb 0 lb 3418 lb 0 lb 0 lb H10 Brg 1
Bearing Length 0-3-8
5 Part. Uniform 7-10-0 to 8-6-0 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Continued on page 2...
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 41 of 58
8'6"
8'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 546
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB3 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
...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
6 Point 7-10-0 Top 1420 lb 0 lb 3418 lb 0 lb 0 lb H10 Brg 2
Bearing Length 0-3-8
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 42 of 58
1 1/2"8'6"
8'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB3 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 43 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 104 2155 3737 0 0
2 104 1821 2833 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 767 ft-lb 3'3"13057 ft-lb 0.059 (6%)D+L L
Shear 372 lb 11 3/4"6318 lb 0.059 (6%)D+L L
LL Defl inch 0.003
(L/28793)
3'3"0.204 (L/360)0.010 (1%)L L
TL Defl inch 0.013 (L/5646)3'3"0.306 (L/240)0.040 (4%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"75%2155 / 3737 5892 L D+S
2 -SPF
End
Grain
3.000"59%1821 / 2833 4655 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 Provide restraint at Bearing 1 to prevent buckling or transfer 2796 lbs of unfactored applied load around member to support below. Connection to the king stud/post, full-depth blocking,
column caps that extend to mid-height, or other devices that prevent buckling can be used to
provide restraint at the bearing. Rim board, squash blocks, or other devices can be used to
transfer the load.Provide restraint at Bearing 2 to prevent buckling or transfer 1559 lbs of unfactored applied load around member to support below. Connection to the king stud/post,
full-depth blocking, column caps that extend to mid-height, or other devices that prevent
buckling can be used to provide restraint at the bearing. Rim board, squash blocks, or other
devices can be used to transfer the load.
3 Dead Load Deflection: Instant = 0.010", Long Term = 0.016"
4 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.
5 Refer to last page of calculations for fasteners required for specified loads.
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 continuously braced.
9 Bottom braced at bearings.
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 44 of 58
6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 0-9-10 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-1-8 Top 1727 lb 0 lb 3737 lb 0 lb 0 lb H15 Brg 1
Bearing Length 0-3-8
4 Point 6-4-8 Top 1394 lb 0 lb 2833 lb 0 lb 0 lb H15 Brg 2
Bearing Length 0-3-8
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 45 of 58
1 1/2"6'6"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 46 of 58
5'6 1/2"
5'6 1/2"
1 SPF 2 SPF
3"
9 1/4"
1
2
3
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 776 808 524 0 0
2 776 808 524 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1907 ft-lb 2'9 1/4"3431 ft-lb 0.556 (56%)D+L L
Unbraced 1907 ft-lb 2'9 1/4"3229 ft-lb 0.591 (59%)D+L L
Shear 1333 lb 11 1/2"2498 lb 0.534 (53%)D+L L
LL Defl inch 0.020 (L/3045)2'9 1/4"0.129 (L/480)0.160 (16%)0.75(L+S)L
TL Defl inch 0.037 (L/1665)2'9 1/4"0.258 (L/240)0.140 (14%)D+0.75(L+S)L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 3.000"47%808 / 975 1782 L D+0.75(L+S)
2 -SPF 3.000"47%808 / 975 1782 L D+0.75(L+S)
Design Notes
1 Fasten all plies using 3 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 braced at bearings.
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 7-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Uniform 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 47 of 58
1 1/2"5'6 1/2"
5'6 1/2"
1 SPF 2 SPF
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 81.5 %
Load 192.5 PLF
Yield Limit per Foot 236.1 PLF
Yield Limit per Fastener 78.7 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 48 of 58
4'6"
4'6"
1 SPF 2 SPF
3"
9 1/4"
1
2
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1035 388 0 0 0
2 1035 388 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1345 ft-lb 2'3"3431 ft-lb 0.392 (39%)D+L L
Unbraced 1345 ft-lb 2'3"3295 ft-lb 0.408 (41%)D+L L
Shear 1305 lb 11 1/2"2498 lb 0.522 (52%)D+L L
LL Defl inch 0.011 (L/4576)2'3 1/16"0.103 (L/480)0.100 (10%)L L
TL Defl inch 0.015 (L/3328)2'3 1/16"0.206 (L/240)0.070 (7%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 3.000"37%388 / 1035 1423 L D+L
2 -SPF 3.000"37%388 / 1035 1423 L D+L
Design Notes
1 Fasten all plies using 3 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 braced at bearings.
5 Bottom braced at bearings.
6 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 8-6-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform 3-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 49 of 58
1 1/2"4'6"
4'6"
1 SPF 2 SPF
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6".
Capacity 99.0 %
Load 233.8 PLF
Yield Limit per Foot 236.1 PLF
Yield Limit per Fastener 78.7 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 50 of 58
3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 585 301 0 0 0
2 585 301 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 665 ft-lb 1'7 1/2"3431 ft-lb 0.194 (19%)D+L L
Unbraced 665 ft-lb 1'7 1/2"3431 ft-lb 0.194 (19%)D+L L
Shear 431 lb 10"2498 lb 0.173 (17%)D+L L
LL Defl inch 0.003
(L/13447)
1'7 1/2"0.104 (L/360)0.030 (3%)L L
TL Defl inch 0.004 (L/8883)1'7 1/2"0.156 (L/240)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"46%301 / 585 886 L D+L
2 -SPF
End
Grain
1.500"46%301 / 585 886 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 continuously braced.
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 9-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 51 of 58
1 1/2"3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 52 of 58
4'3"
3'9"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1700 744 0 0 0
2 1700 744 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2158 ft-lb 2'1 1/2"3431 ft-lb 0.629 (63%)D+L L
Unbraced 2158 ft-lb 2'1 1/2"3431 ft-lb 0.629 (63%)D+L L
Shear 1342 lb 11 1/2"2498 lb 0.537 (54%)D+L L
LL Defl inch 0.015 (L/3174)2'1 9/16"0.129 (L/360)0.110 (11%)L L
TL Defl inch 0.021 (L/2208)2'1 9/16"0.194 (L/240)0.110 (11%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"64%744 / 1700 2444 L D+L
2 -SPF
End
Grain
3.000"64%744 / 1700 2444 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 continuously braced.
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 20-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 53 of 58
1 1/2"4'3"
3'9"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 54 of 58
2'10"
2'7"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1133 425 0 0 0
2 1133 425 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1009 ft-lb 1'5"3431 ft-lb 0.294 (29%)D+L L
Unbraced 1009 ft-lb 1'5"3431 ft-lb 0.294 (29%)D+L L
Shear 642 lb 2'2498 lb 0.257 (26%)D+L L
LL Defl inch 0.003 (L/9296)1'5"0.090 (L/360)0.040 (4%)L L
TL Defl inch 0.005 (L/6761)1'5"0.135 (L/240)0.040 (4%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"81%425 / 1133 1558 L D+L
2 -SPF
End
Grain
1.500"81%425 / 1133 1558 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 continuously braced.
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 20-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
This design is valid until 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 55 of 58
1 1/2"2'10"
2'7"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 19.51.161Powered 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 10/3/2022
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 56 of 58
14'
7'7'
1 SPF End Grain 2 SPF End Grain 3 SPF End Grain
3 1/2"
9 1/2"
1
2
3
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB10 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 585 793 553 0 0
2 1630 2208 1540 0 0
3 585 793 553 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Neg Moment -3068 ft-lb 7'15016 ft-lb 0.204 (20%)D+0.75(L+S)LL
Pos Moment 1959 ft-lb 3' 7/16"15016 ft-lb 0.130 (13%)D+0.75(L+S)L_
Shear 1789 lb 6'2 1/2"6318 lb 0.283 (28%)D+L LL
LL Defl inch 0.022 (L/3627)3'6 1/4"0.165 (L/480)0.130 (13%)0.75(L+S)L_
TL Defl inch 0.037 (L/2122)3'5 3/8"0.330 (L/240)0.110 (11%)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"12%778 / 929 1708 L_D+0.75(L+S)
2 -SPF
End
Grain
5.500"32%2237 / 2408 4646 LL D+0.75(L+S)
3 -SPF End
Grain
5.500"12%778 / 929 1708 _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 = 0.015", Long Term = 0.023"
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 braced at bearings.
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 5-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Uniform 4-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 57 of 58
1 1/2"14'
7'7'
1 SPF End Grain 2 SPF End Grain 3 SPF End Grain
3 1/2"
9 1/2"
Client:JMS Custom Homes
Project:Tom Siegel, Salesman
Address:
Date:6/25/2020
Designer:Tim Stiehm
Job Name:Chuck & Linda Ryan Residence
Project #:18102 Jurel Cir. Lakeville, MN 55044
Level: Lower LevelB10 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 19.51.161Powered 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 74.1 %
Load 137.5 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 10/3/2022
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 Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
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 58 of 58
Date Certificate Posted
Passive (No Fan )
Active (With fan and monometer or
other system monitoring device)
Location (or future location) of Fan:
Other Please Describe Here
X Not applicable, all ducts located in conditioned space
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
80,000 Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
92%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
Passive
X Low: X Other, describe:
Low:
Location of fan(s), describe: Cfm's
6" " FLEX OR
" metal duct
THERMAL ENVELOPE
Foam Open Cell Wall
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
Rim Joist (2nd Floor+)
Appliances Rigid, Isocynurate Perimeter of Slab on Grade
RADON CONTROL SYSTEM
Non or Not Applicable Cooling System
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
JMS Custom Homes
MN License Number
Lakeville18102 Jurel Cir
City Mailing Address of the Dwelling or Dwelling Unit
FLEX MECH ROOM
82Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
66,593
Heating Gain Cooling Load
Select Type BROAN HRV 190S (BALANCED)
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
26,123Residential Load Calculation
192
Heating Loss
Combustion Air Select a Type
Location of duct or system:
32,448Total R-Value of all Types of InsulationType: Check All That Apply
Mineral Fiberboard Insulation Location
Foam, Closed Cell Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall
R-value
Average U-Factor (excludes skylights and one door ) U:
Duct system air tightness: Building envelope air tightness:
Rim Joist (1st Floor)
BA13NA036 Model
Heating System
Natural gas
BRYANT
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Electric
Make-up Air Select a Type
Domestic Water
Heater
MECHANICAL SYSTEMS
Rating or Size
Efficiency
13SEER
/EER
912SD48080
Manufacturer BRYANT
Output
in Tons:
3
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
Builders Associaton of Minnesota version 101014
HVAC Load Calculations
for
JMS Custom Homes
18102 Jurel Cir
Lakeville, MN
Prepared By:
Samantha Lykke
Air Mechanical
16411 Aberdeen St NE
Ham Lake, MN 55304
Tuesday, July 21, 2020
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 2
Project Report
General Project Information
Project Title:
Project Date:Tuesday, July 21, 2020
Client Name:JMS Custom Homes
Client Address:18102 Jurel Cir
Client City:Lakeville, MN
Company Name:Air Mechanical
Company Representative:Samantha Lykke
Company Address:16411 Aberdeen St NE
Company City:Ham Lake, MN 55304
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces Northeast
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -12.38 n/a 30%72 29.40
Summer:88 73 50%50%74 37
Check Figures
Total Building Supply CFM:1,169 CFM Per Square ft.:0.297
Square ft. of Room Area:3,932 Square ft. Per Ton:1,454
Volume (ft³):23,589
Building Loads
Total Heating Required Including Ventilation Air:66,593 Btuh 66.593 MBH
Total Sensible Gain:26,123 Btuh 81 %
Total Latent Gain:6,324 Btuh 19 %
Total Cooling Required Including Ventilation Air:32,448 Btuh 2.70 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 3
Miscellaneous Report
System 1
Input Data
Outdoor
Dry Bulb
Outdoor
Wet Bulb
Outdoor
Rel.Hum
Indoor
Rel.Hum
Indoor
Dry Bulb
Grains
Difference
Winter:-15 -12.38 100%30%72 29.40
Summer:88 73 50%50%74 37.40
Duct Sizing Inputs
Main Trunk Runouts
Calculate:Yes Yes
Use Schedule:Yes Yes
Roughness Factor:0.00300 0.01000
Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft.
Minimum Velocity:0 ft./min 0 ft./min
Maximum Velocity:900 ft./min 750 ft./min
Minimum Height:0 in.0 in.
Maximum Height:0 in.0 in.
Outside Air Data
Winter Summer
Infiltration Specified:0.280 AC/hr 0.150 AC/hr
110 CFM 59 CFM
Infiltration Actual:0.198 AC/hr 0.000 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 23,589 X 23,589
4,682 Cu.ft./hr 0 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:78 CFM 0 CFM
Total Building Ventilation:78 CFM 78 CFM
---System 1---
Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified:0.280 AC/hr (110 CFM), Construction: Average
Summer Infiltration Specified:0.150 AC/hr (59 CFM), Construction: Average
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 4
Load Preview Report
Scope
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.70 1,454 3,932 26,123 6,324 32,448 66,593 728 1,169 1,169
System 1 2.70 1,454 3,932 26,123 6,324 32,448 66,593 728 1,169 1,169 12x17
Ventilation 1,165 1,924 3,090 7,242
Return Duct 0 0 0 4,995
Humidification 3,647
Zone 1 3,932 24,958 4,400 29,358 50,710 728 1,169 1,169 12x17
1-Lower Level 1,896 7,855 1,600 9,455 19,195 275 368 368 4--6
2-Main Level 2,036 17,103 2,800 19,903 31,515 452 801 801 8--7
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 5
Duct Size Preview
Room or
Duct Name Source Minimum
Velocity
Maximum
Velocity
Rough.
Factor
Design
L/100
SP
Loss
Duct
Velocity
Duct
Length Htg
Flow
Clg
Flow
Act.
Flow
Duct
Size
System 1
Supply Runouts
Zone 1
1-Lower Level Built-In 0 750 0.01 0.1 468.6 275 368 368 4--6
2-Main Level Built-In 0 750 0.01 0.1 374.8 452 801 801 8--7
Other Ducts in System 1
Supply Main Trunk Built-In 0 900 0.003 0.1 825.4 728 1,169 1,169 12x17
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:728
Cooling Flow:1169
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 6
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
4a: Glazing-370.5 10,314 0 8,658 8,658
4agdoor: Glazing-64 1,782 0 1,277 1,277
11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284
11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152
15B0-10sf-8: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 8' floor depth, U-value 0.05
824 3,584 0 0 0
12F-0bw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, brick finish, wood studs,
U-value 0.065
2075.6 11,738 0 1,295 1,295
15B0-10sf-4: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 4' floor depth, U-value 0.054
252 1,184 0 0 0
16B-44: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-44 insulation, U-value 0.022
2036 3,897 0 2,195 2,195
21A-20: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20' wide,
U-value 0.027
1896 4,454 0 0 0
Subtotals for structure:38,470 0 13,861 13,861
People:5 1,000 1,150 2,150
Equipment:3,400 5,400 8,800
Lighting:1200 4,092 4,092
Ductwork:9,989 0 0 0
Infiltration: Winter CFM: 78, Summer CFM: 0 7,245 0 0 0
Ventilation: Winter CFM: 78, Summer CFM: 78 7,242 1,924 1,165 3,090
Exhaust: Winter CFM: 0, Summer CFM: 0
Humidification (Winter) 9.94 gal/day :3,647 0 0 0
AED Excursion:0 0 455 455
Total Building Load Totals:66,593 6,324 26,123 32,448
Check Figures
Total Building Supply CFM:1,169 CFM Per Square ft.:0.297
Square ft. of Room Area:3,932 Square ft. Per Ton:1,454
Volume (ft³):23,589
Building Loads
Total Heating Required Including Ventilation Air:66,593 Btuh 66.593 MBH
Total Sensible Gain:26,123 Btuh 81 %
Total Latent Gain:6,324 Btuh 19 %
Total Cooling Required Including Ventilation Air:32,448 Btuh 2.70 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 7
Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:n/a System Number:1
Room Width:n/a Zone Number:1
Area:1,896.0 sq.ft.Supply Air:368 CFM
Ceiling Height:8.0 ft.Supply Air Changes:1.5 AC/hr
Volume:15,168 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:4 Actual Winter Vent.:30 CFM
Runout Air:92 CFM Percent of Supply.:8 %
Runout Duct Size:6 in.Actual Summer Vent.:25 CFM
Runout Air Velocity:469 ft./min.Percent of Supply:7 %
Runout Air Velocity:469 ft./min.Actual Winter Infil.:17 CFM
Actual Loss:0.137 in.wg./100 ft.Actual Summer Infil.:0 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
N -Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0
E -Wall-15B0-10sf-8 63 X 8 504 0.050 4.4 2,192 0.0 0 0
S -Wall-12F-0bw 40 X 8 186 0.065 5.7 1,052 0.6 0 116
W -Wall-15B0-10sf-4 63 X 4 252 0.054 4.7 1,184 0.0 0 0
W -Wall-12F-0bw 63 X 4 240.8 0.065 5.7 1,361 0.6 0 150
S -Gls-4a shgc-0.34 0%S (2)40 0.320 27.8 1,114 20.0 0 798
S -Gls-4agdoor shgc-0.34 0%S 64 0.320 27.8 1,782 20.0 0 1,277
S -Gls-4a shgc-0.34 0%S (2)30 0.320 27.8 836 19.9 0 598
W -Gls-4a shgc-0.34 0%S 11.2 0.320 27.8 313 36.3 0 408
Floor-21A-20 1 X 1896 1896 0.027 2.3 4,454 0.0 0 0
Subtotals for Structure:15,680 0 3,347
Infil.: Win.: 17.5, Sum.: 0.0 572 2.839 1,624 0.000 0 0
Ductwork:1,891 0
AED Excursion:143
People: 200 lat/per, 230 sen/per:2 400 460
Equipment:1,200 2,200
Lighting:500 1,705
Room Totals:19,195 1,600 7,855
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 8
Detailed Room Loads - Room 2 - Main Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:n/a System Number:1
Room Width:n/a Zone Number:1
Area:2,036.0 sq.ft.Supply Air:801 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.6 AC/hr
Volume:18,324 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:8 Actual Winter Vent.:48 CFM
Runout Air:100 CFM Percent of Supply.:6 %
Runout Duct Size:7 in.Actual Summer Vent.:53 CFM
Runout Air Velocity:375 ft./min.Percent of Supply:7 %
Runout Air Velocity:375 ft./min.Actual Winter Infil.:61 CFM
Actual Loss:0.072 in.wg./100 ft.Actual Summer Infil.:0 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
N -Wall-12F-0bw 40 X 9 275 0.065 5.7 1,555 0.6 0 172
E -Wall-12F-0bw 70 X 9 555 0.065 5.7 3,139 0.6 0 346
S -Wall-12F-0bw 40 X 9 204 0.065 5.7 1,154 0.6 0 127
W -Wall-12F-0bw 70 X 9 614.8 0.065 5.7 3,477 0.6 0 384
N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284
N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152
N -Gls-4a shgc-0.34 100%S 7 0.320 27.8 195 10.9 0 76
N -Gls-4a shgc-0.34 100%S (2)36 0.320 27.8 1,002 10.9 0 394
E -Gls-4a shgc-0.34 0%S (3)27 0.320 27.8 753 36.2 0 978
E -Gls-4a shgc-0.34 0%S 12 0.320 27.8 334 36.3 0 435
E -Gls-4a shgc-0.34 0%S (2)12 0.320 27.8 334 36.3 0 436
E -Gls-4a shgc-0.34 0%S 24 0.320 27.8 668 36.3 0 870
S -Gls-4a shgc-0.34 0%S (4)120 0.320 27.8 3,340 20.0 0 2,396
S -Gls-4a shgc-0.34 0%S (2)36 0.320 27.8 1,002 19.9 0 718
W -Gls-4a shgc-0.34 0%S 12 0.320 27.8 334 36.3 0 435
W -Gls-4a shgc-0.34 0%S 3.2 0.320 27.8 89 36.3 0 116
UP-Ceil-16B-44 2036 X 1 2036 0.022 1.9 3,897 1.1 0 2,195
Subtotals for Structure:22,790 0 10,514
Infil.: Win.: 60.5, Sum.: 0.0 1,980 2.839 5,621 0.000 0 0
Ductwork:3,104 0
AED Excursion:312
People: 200 lat/per, 230 sen/per:3 600 690
Equipment:2,200 3,200
Lighting:700 2,387
Room Totals:31,515 2,800 17,103
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Air Mechanical Inc.
Ham Lake, MN 55304 Page 9
System 1 Room Load Summary
No
Room
Name
Area
SF
Htg
Sens
Btuh
Min
Htg
CFM
Run
Duct
Size
Run
Duct
Vel
Clg
Sens
Btuh
Clg
Lat
Btuh
Min
Clg
CFM
Act
Sys
CFM
---Zone 1---
1 Lower Level 1,896 19,195 275 4-6 469 7,855 1,600 368 368
2 Main Level 2,036 31,515 452 8-7 375 17,103 2,800 801 801
Ventilation 7,242 1,165 1,924
Humidification 3,647
Return Duct 4,995 0 0
System 1 total 3,932 66,593 728 26,123 6,324 1,169 1,169
System 1 Main Trunk Size:12x17 in.
Velocity:825 ft./min
Loss per 100 ft.:0.096 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.70 81% / 19%26,123 6,324 32,448
Equipment Data
Heating System Cooling System
Type:Natural Gas Furnace Standard Air Conditioner
Model:
Indoor Model:
Brand:
Efficiency:0 AFUE 0 SEER
Sound:0 0
Capacity:0 Btuh 0 Btuh
Sensible Capacity:n/a 0 Btuh
Latent Capacity:n/a 0 Btuh
C:\Users\Slykke\Desktop\18102 Jurel Cir.rh9 Tuesday, July 21, 2020, 11:39 AM
1
Ventilation, Makeup and Combustion Air
Calculations Submittal Form For New
Dwellings
Site address Date
Contractor Completed By
Section A
Ventilation Quantity
(Determine quantity by using Table N1104.2 or Equation 11‐1)
Square feet (Conditioned area including basement –
finished or unfinished)
Number of bedrooms
Total required ventilation
Continuous ventilation
Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1.
The table and equation are below.
Table N1104.2
Total and Continuous Ventilation Rates (in cfm)
Number of Bedrooms
1 2 3 4 5 6
Conditioned space
(in sq. ft.)
Total/
continuous
Total/
continuous
Total/
continuous
Total/
continuous
Total/
continuous
Total/
continuous
1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68
1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73
2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78
2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83
3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88
3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93
4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98
4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103
5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108
5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113
Equation 11‐1
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm)
Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate
average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and
energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling.
Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided,
on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be
continuous may have automatic cycling controls providing the average flow rate for each hour is met.
16411 ABERDEEN ST NE,HAM LAKE, MN 55304
2
Section B
Ventilation Method
(Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy
Recov‐ ery Ventilator) – cfm of unit in low must not exceed
continuous venti‐ lation rating by more than 100%.
Exhaust only (Continuous fan rating in cfm)
Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%)
Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or
ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation
fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section C
Ventilation Fan
Description Location Continuous Intermittent
Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for
continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the
continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section D
Ventilation Controls
Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan
reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced
with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described.
3
Section E
Make‐up air
Passive (determined from calculations from Table 501.3.1)
Powered (determined from calculations from Table 501.3.1)
Interlocked with exhaust device (determined from calculation from Table 501.3.1)
Other, describe:
Location of duct or system ventilation make‐up air: Determined from make‐up air opening table
Cfm Size and type (round, rectangular, flex or rigid)
Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are
installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity
is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and
size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D.
The make‐up air supply must be installed per IMC 501.3.2.3.
Table 501.3.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations)
One or multiple power vent or direct vent appliances or no combustion appliances Column A
One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B
One atmospherically vent gas or oil appliance or one solid fuel appliance Column C
Multiple atmospherically vented gas or oil appliances
or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03
b) conditioned floor area (sf) (including unfinished basements)
Estimated House Infiltration (cfm): [1a x 1b]
2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV)
b) clothes dryer (cfm) 135 135 135 135
c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust)
d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust)
Not
Applicable
Total Exhaust Capacity (cfm);
[2a + 2b +2c + 2d]
3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above)
b) estimated house infiltration (from above)
Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed)
4. For makeup Air Opening Sizing,
refer to Table 501.4.2
A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power
vent and direct vent appliances may be used.)
B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances.
4
Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2
One or multiple power vent, direct vent
appliances, or no combustion appliances Column A
One or multiple fan‐ assisted appliances and
power vent or direct vent appliances Column B
One atmospherically vented gas or oil appliance or one solid fuel appliance Column C
Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D
Duct diameter
Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3
Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4
Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5
Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6
Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7
Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8
Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9
Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10
Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11
Powered makeup air >679 >419 >290 >179 NA
Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall
not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system.
Section F
Combustion
Not required per mechanical code (No atmospheric or power vented appliances)
Passive (see IFGC Appendix E, Worksheet E‐1) Size and type
Other, describe:
Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a
power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please
enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the
combustion air.
Section F calculations follow on the next 2 pages.
5
Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out.
IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space)
Step 1: Complete vented combustion appliance information.
Furnace/Boiler:
Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr
or Power Vent Water Heater:
Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all
spaces connected to one another by code compliant openings.
CAS volume: ft3 L x W x H L W H
Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method).
Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES)
4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr
Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr
Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA)
Total Btu/hr input of all Natural draft appliances Input: Btu/hr
Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA)
Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b)
Ratio =______ /_______ =_______________
Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio
RF = 1 ‐ __________________=__________________
Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS
Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2
CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2
Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF
Minimum CAOA =________________ x____________________ =__________ in2
Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA
CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct
1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304.
6
IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance)
Input Rating
(Btu/hr)
Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft)
Fan Assisted or Power Vent Natural Draft
1994 to present Pre‐1994 1994 to present Pre‐1994
5,000 250 375 188 525 263
10,000 500 750 375 1,050 525
15,000 750 1,125 563 1,575 788
20,000 1,000 1,500 750 2,100 1,050
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2,250 1,125 3,150 1,575
35,000 1,750 2,625 1,313 3,675 1,838
40,000 2,000 3,000 1,500 4,200 2,100
45,000 2,250 3,375 1,688 4,725 2,363
50,000 2,500 3,750 1,675 5,250 2,625
55,000 2,750 4,125 2,063 5,775 2,888
60,000 3,000 4,500 2,250 6,300 3,150
65,000 3,250 4,875 2,438 6,825 3,413
70,000 3,500 5,250 2,625 7,350 3,675
75,000 3,750 5,625 2,813 7,875 3,938
80,000 4,000 6,000 3,000 8,400 4,200
85,000 4,250 6,375 3,188 8,925 4,463
90,000 4,500 6,750 3,375 9,450 4,725
95,000 4,750 7,125 3,563 9,975 4,988
100,000 5,000 7,500 3,750 10,500 5,250
105,000 5,250 7,875 3,938 11,025 5,513
110,000 5,500 8,250 4,125 11,550 5,775
115,000 5,750 8.625 4,313 12,075 6,038
120,000 6,000 9,000 4,500 12,600 6,300
125,000 6,250 9,375 4,688 13,125 6,563
130,000 6,500 9,750 4,875 13,650 6,825
135,000 6,750 10,125 5,063 14,175 7,088
140,000 7,000 10,500 5,250 14,700 7,350
145,000 7,250 10,875 5,438 15,225 7,613
150,000 7,500 11,250 5,625 15,750 7,875
155,000 7,750 11,625 5,813 16,275 8,138
160,000 8,000 12,000 6,000 16,800 8,400
165,000 8,250 12,375 6,188 17,325 8,663
170,000 8,500 12,750 6,375 17,850 8,925
175,000 8,750 13,125 6,563 18,375 9,188
180,000 9,000 13,500 6,750 18,900 9,450
185,000 9,250 13,875 6,938 19,425 9,713
190,000 9,500 14,250 7,125 19,950 9,975
195,000 9,750 14,625 7,313 20,475 10,238
200,000 10,000 15,000 7,500 21,000 10,500
205,000 10,250 15,375 7,688 21,525 10,783
210,000 10,500 15,750 7,875 22,050 11,025
215,000 10,750 16,125 8,063 22,575 11,288
220,000 11,000 16,500 8,250 23,100 11,550
225,000 11,250 16,875 8,438 23,625 11,813
230,000 11,500 17,250 8,625 24,150 12,075
1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH.
2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH.
07/29/2020 X
KP