HomeMy WebLinkAboutLA187775 - 7726 204th St W 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
1/20/21
DM
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
353Drawing No.Sheet Title:
ELEVATIONS 1 OF 7
Drawn By:
Lot:Block:07 02
Date:
Drawn By:
JM
10/26/2020
Builder :ONE TEN TEN HOMES - BROOKE #OTT124
Project:JULIA AND THOMAS RUBY- 7726 204TH ST. W
Address:7726 204TH ST. W-ASPEN GROVE 2ND 1/4"=1'-0"
Scale:
Sheet Title:CUST M REVISIONS:SQUARE FT.UPPER: 1713MAIN: 1464LOWER: 1171TOTAL: 4348PLATE HEIGHTSUPPER: 8'-1 1/8"MAIN: 9'-1-1/8"LOWER: 8'-4"1/19/2020Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/25/2021dmathews
Drawing No.Sheet Title:
ELEVATIONS 1 OF 7
Drawn By:
Lot:Block:07 02
Date:
Drawn By:
JM
10/26/2020
Builder :ONE TEN TEN HOMES - BROOKE #OTT124
Project:JULIA AND THOMAS RUBY- 7726 204TH ST. W
Address:7726 204TH ST. W-ASPEN GROVE 2ND 1/4"=1'-0"
Scale:
Sheet Title:CUST M REVISIONS:SQUARE FT.UPPER: 1713MAIN: 1464LOWER: 1171TOTAL: 4348PLATE HEIGHTSUPPER: 8'-1 1/8"MAIN: 9'-1-1/8"LOWER: 8'-4"1/19/2020Secure door closed until deck isconstructed with a separate permit.
1112119Drawing No.Sheet Title:
BASEMENT FL. PLAN 3 OF 7
Drawn By:
Lot:Block:07 02
Date:
Drawn By:
JM
10/26/2020
Builder :ONE TEN TEN HOMES - BROOKE #OTT124
Project:JULIA AND THOMAS RUBY- 7726 204TH ST. W
Address:7726 204TH ST. W-ASPEN GROVE 2ND 1/4"=1'-0"
Scale:
Sheet Title:CUST M REVISIONS:SQUARE FT.UPPER: 1713MAIN: 1464LOWER: 1171TOTAL: 4348PLATE HEIGHTSUPPER: 8'-1 1/8"MAIN: 9'-1-1/8"LOWER: 8'-4"1/19/2020UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.FAN
DN 3R8513141414233108Drawing No.Sheet Title:
FIRST FL. PLAN 4 OF 7
Drawn By:
Lot:Block:07 02
Date:
Drawn By:
JM
10/26/2020
Builder :ONE TEN TEN HOMES - BROOKE #OTT124
Project:JULIA AND THOMAS RUBY- 7726 204TH ST. W
Address:7726 204TH ST. W-ASPEN GROVE 2ND 1/4"=1'-0"
Scale:
Sheet Title:CUST M REVISIONS:SQUARE FT.UPPER: 1713MAIN: 1464LOWER: 1171TOTAL: 4348PLATE HEIGHTSUPPER: 8'-1 1/8"MAIN: 9'-1-1/8"LOWER: 8'-4"1/19/2020BWPsAboveTemper ifwithin 36" oflanding floorVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FAN
48866886122753Drawing No.Sheet Title:
FIRST FL. PLAN 5 OF 7
Drawn By:
Lot:Block:07 02
Date:
Drawn By:
JM
10/26/2020
Builder :ONE TEN TEN HOMES - BROOKE #OTT124
Project:JULIA AND THOMAS RUBY- 7726 204TH ST. W
Address:7726 204TH ST. W-ASPEN GROVE 2ND 1/4"=1'-0"
Scale:
Sheet Title:CUST M REVISIONS:SQUARE FT.UPPER: 1713MAIN: 1464LOWER: 1171TOTAL: 4348PLATE HEIGHTSUPPER: 8'-1 1/8"MAIN: 9'-1-1/8"LOWER: 8'-4"1/19/2020FANFANFANFANB.W.Ps neededon front elevationB.W.Ps neededon front elevation
6"
6"
6"
8'-118"9'-118"8'-2"
Drawing No.Sheet Title:
DETAILS 6 OF 7
Drawn By:
Lot:Block:07 02
Date:
Drawn By:
JM
10/26/2020
Builder :ONE TEN TEN HOMES - BROOKE #OTT124
Project:JULIA AND THOMAS RUBY- 7726 204TH ST. W
Address:7726 204TH ST. W-ASPEN GROVE 2ND 1/4"=1'-0"
Scale:
Sheet Title:CUST M
BRACED WALL PANEL CONNECTIONTO PERPENDICULARRAFTERS OR TRUSSESBRACED WALL PANEL CONNECTIONWHEN PARALLEL TO FLOOR/CEILING FRAMINGCROSS SECTIONCROSS SECTION ON BRACED WALL PANELS IN WALL SECTIONOUTSIDE CORNERPOST BEAM CONNECTIONSPORTAL FRAME W/ HOLD-DOWNS (PFH)1/4" = 1'-0" R602.10.6.2CONT. SHEATHED PORTAL FRAME (CS-PF)1/4" = 1'-0" R602.10.6.4@ FLOOR TRUSS LOCATIONS1/4" = 1'-0" R602.10.6.2PORTAL FRAME W/ HOLD-DOWNSDrawing No.Sheet Title:
DETAILS 7 OF 7
Drawn By:
Lot:Block:07 02
Date:
Drawn By:
JM
10/26/2020
Builder :ONE TEN TEN HOMES - BROOKE #OTT124
Project:JULIA AND THOMAS RUBY- 7726 204TH ST. W
Address:7726 204TH ST. W-ASPEN GROVE 2ND 1/4"=1'-0"
Scale:
Sheet Title:CUST M
Upper Level
Member Name Results Current Solution Comments
Owner's Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Owner's Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #4 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #4 WIC Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #3 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Main Level
Member Name Results Current Solution Comments
Mudroom Bump Out Header Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Window Rear Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Office Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Foyer Entry Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Drop Beam over Front Porch (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Drop Beam over Front Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
8' Garage Door Opening Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
16' Garage Door Opening Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Beam over Stairs/Great
Room (H)
Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
Mudroom Entry Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Flush Garage Middle (V)Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
Flush Garage End (V)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Lower Level
Member Name Results Current Solution Comments
Family Room Window Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Games Room Window Rear Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #4 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Hallway Opening Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Flush Game (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
7726 204th Street W, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 1 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4953 @ 1 1/2"7613 (3.00")Passed (65%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3739 @ 1' 1/2"7902 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9915 @ 4' 3"11985 Passed (83%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.226 @ 4' 3"0.275 Passed (L/439)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.358 @ 4' 3"0.412 Passed (L/277)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.95"1829 3124 4953 None
2 - Trimmer - SPF 3.00"3.00"1.95"1829 3124 4953 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 4" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 8' 6"21'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Suite Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 2 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1352 @ 0 1913 (1.50")Passed (71%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)607 @ 10 3/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1099 @ 1' 7 1/2"3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.005 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.008 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"499 853 1352 None
2 - Trimmer - SPF 1.50"1.50"1.50"499 853 1352 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 3" o/c
Bottom Edge (Lu)3' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 3"15'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Bath Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 3 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1548 @ 0 1913 (1.50")Passed (81%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)1265 @ 4' 4 3/4"2872 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-1655 @ 3' 4 1/2"3946 Passed (42%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.004 @ 1' 6 13/16"0.112 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.006 @ 1' 6 1/2"0.169 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"540 1008 1548 None
2 - Trimmer - SPF 6.00"6.00"3.84"1802 3101 4903 None
3 - Trimmer - SPF 1.50"1.50"1.50"540 1008 1548 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 9" o/c
Bottom Edge (Lu)6' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 6' 9"21'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #4 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 4 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1598 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)557 @ 10 3/4"2872 Passed (19%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1098 @ 1' 4 1/2"3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"587 1011 1598 None
2 - Trimmer - SPF 1.50"1.50"1.50"587 1011 1598 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 9" o/c
Bottom Edge (Lu)2' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 9"21'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #4 WIC Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 5 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)307 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)214 @ 1' 10 1/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-291 @ 6' 4 1/2"3946 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.000 @ 4' 7 11/16"0.117 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.001 @ 11' 6 1/2"0.144 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"180 126 306 None
2 - Trimmer - SPF 6.00"6.00"1.50"593 388 981 None
3 - Trimmer - SPF 6.00"6.00"1.50"584 391 975 None
4 - Trimmer - SPF 6.00"6.00"1.50"593 388 981 None
5 - Trimmer - SPF 1.50"1.50"1.50"180 126 306 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 9" o/c
Bottom Edge (Lu)12' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 12' 9"3'20.0 35.0 Snow - Main
2 - Uniform (PLF)0 to 12' 9"N/A 100.0 -Wall - Gable
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #3 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 6 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #2 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 7 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1483 @ 0 1913 (1.50")Passed (78%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)545 @ 10 3/4"2872 Passed (19%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)1051 @ 1' 5"3946 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.003 @ 1' 5"0.094 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.005 @ 1' 5"0.142 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"655 510 595 1760 None
2 - Trimmer - SPF 1.50"1.50"1.50"655 510 595 1760 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 10" o/c
Bottom Edge (Lu)2' 10" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 10"N/A 7.0 ----
1 - Uniform (PSF)0 to 2' 10"9'15.0 40.0 -Floor - Upper
2 - Uniform (PSF)0 to 2' 10"1'80.0 --Wall - Upper
3 - Uniform (PSF)0 to 2' 10"1'20.0 -35.0 Snow - Garage
4 - Uniform (PSF)0 to 2' 10"11'20.0 -35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Mudroom Bump Out Header
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 8 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable
2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Room Window Rear
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 9 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5390 @ 12' 1"5709 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1734 @ 2' 10"11854 Passed (15%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
Moment (Ft-lbs)2148 @ 1' 8 1/2"17977 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans)
Live Load Defl. (in)0.010 @ 1' 10 7/8"0.132 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.018 @ 1' 10 11/16"0.198 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1083 643/-81 1265 2991/-
81 None
2 - Trimmer - SPF 8.00"8.00"2.36"3931 1747 4995 10673 None
3 - Trimmer - SPF 8.00"8.00"1.50"875 1747 -275 2622/-
275 None
4 - Trimmer - SPF 1.50"1.50"1.50"2217 643/-81 3173 6033/-
81 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 1" o/c
Bottom Edge (Lu)12' 1" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 1"N/A 15.6 ----
1 - Uniform (PSF)0 to 12' 1"9'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 12' 1"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 4'21'20.0 -35.0 Snow - Main
4 - Point (lb)4'N/A 1829 -3124
Linked from:
Owner's Suite
Window, Support 1
5 - Point (lb)12' 1"N/A 1829 -3124
Linked from:
Owner's Suite
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Room Window Rear
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 10 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6462 @ 3' 6"7650 (6.00")Passed (84%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)530 @ 4' 6 1/4"2498 Passed (21%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)-693 @ 3' 6"3431 Passed (20%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.002 @ 1' 8 3/4"0.112 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.003 @ 1' 8 3/16"0.169 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.63"884 384/-51 1191 2459/-
51 None
2 - Trimmer - SPF 6.00"6.00"5.07"2844 1013 3618 7475 None
3 - Trimmer - SPF 3.00"3.00"1.63"884 384/-51 1191 2459/-
51 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' o/c
Bottom Edge (Lu)7' o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 7'N/A 7.0 ----
1 - Uniform (PSF)0 to 7'6'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 7'N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 7'3' 6"20.0 -35.0 Snow - Porch
4 - Point (lb)0 N/A 540 -1008
Linked from:
Bedroom #4
Window, Support 1
5 - Point (lb)3' 6"N/A 1802 -3101
Linked from:
Bedroom #4
Window, Support 2
6 - Point (lb)7'N/A 540 -1008
Linked from:
Bedroom #4
Window, Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Office Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 11 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2802 @ 0 2869 (1.50")Passed (98%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1146 @ 2' 6 1/4"4308 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)1597 @ 1' 11 3/16"5919 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.005 @ 1' 8 15/16"0.114 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.009 @ 1' 8 15/16"0.171 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1229 683 1414 3326 None
2 - Trimmer - SPF 1.50"1.50"1.50"1220 683 1401 3304 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 5" o/c
Bottom Edge (Lu)3' 5" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 5"N/A 10.6 ----
1 - Uniform (PSF)0 to 3' 5"10'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 3' 5"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 5"1'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 4"21'20.0 -35.0 Snow - Main
5 - Uniform (PSF)2' 10" to 3' 5"21'20.0 -35.0 Snow - Main
6 - Point (lb)4"N/A 587 -1011
Linked from:
Bedroom #4 WIC
Window, Support 1
7 - Point (lb)2' 10"N/A 587 -1011
Linked from:
Bedroom #4 WIC
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Entry Door
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 12 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2244 @ 3 1/2"3938 (1.50")Passed (57%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1997 @ 1' 1"7265 Passed (27%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8064 @ 7' 5 3/4"13541 Passed (60%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.387 @ 7' 5 3/4"0.479 Passed (L/446)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.628 @ 7' 5 3/4"0.719 Passed (L/275)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹1.50"892 1440 2332 See note ¹
2 - Column - SPF 5.50"5.50"1.50"900 1448 2348 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)14' 4" o/c
Bottom Edge (Lu)14' 9" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger U410 2.00"N/A 14-16d 6-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)3 1/2" to 15'N/A 9.7 --
1 - Uniform (PSF)0 to 15' (Front)5' 6"20.0 35.0 Snow - Porch
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Beam over Front Porch (H)
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 13 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3444 @ 11 3/4"13956 (5.50")Passed (25%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2818 @ 2'7902 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4502 @ 3' 9 1/8"11985 Passed (38%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.108 @ 5' 13/16"0.290 Passed (L/962)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.176 @ 5' 7/8"0.434 Passed (L/592)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"1324 2120 3444 Blocking
2 - Stud wall - SPF 5.50"5.50"1.50"622 988 1610 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' o/c
Bottom Edge (Lu)10' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 10'N/A 10.4 --
1 - Uniform (PSF)0 to 2' 6" (Front)5' 6"20.0 35.0 Snow - Porch
2 - Uniform (PSF)2' 6" to 10' (Front)4' 6"20.0 35.0 Snow - Porch
3 - Point (lb)2' 6" (Front)N/A 892 1440
Linked from: Drop
Beam over Front
Porch (H), Support
1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Beam over Front Porch (V)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 14 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1241 @ 1 1/2"3825 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)904 @ 1' 2 1/4"3493 Passed (26%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2561 @ 4' 4 1/2"5306 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.041 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.067 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"475 766 1241 None
2 - Trimmer - SPF 3.00"3.00"1.50"475 766 1241 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 9" o/c
Bottom Edge (Lu)8' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 --
1 - Uniform (PSF)0 to 8' 9"5'20.0 35.0 Snow - Garage
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 8' Garage Door Opening
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 15 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 9" o/c
Bottom Edge (Lu)16' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 --
1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage
2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Wall - Gable
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 16' Garage Door Opening
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 16 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8250 @ 3"17128 (4.50")Passed (48%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)6611 @ 1' 8 1/2"15960 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)32154 @ 8' 7/8"46671 Passed (69%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.321 @ 8' 2 1/4"0.400 Passed (L/598)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.453 @ 8' 2 1/4"0.800 Passed (L/424)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 4.50"4.50"2.17"2397 5853 8250 None
2 - Trimmer - SPF 4.50"4.50"1.79"2005 4807 6812 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' o/c
Bottom Edge (Lu)16' 6" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 16' 6"N/A 24.5 --
1 - Uniform (PSF)0 to 3' 6" (Front)17'15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)3' 6" to 11' 6" (Front)19'15.0 40.0 Floor - Upper Level
3 - Uniform (PSF)11' 6" to 16' 6" (Front)9'15.0 40.0 Floor - Upper Level
4 - Point (lb)11' 6" (Front)N/A 150 400 Floor - Stairs
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Beam over Stairs/Great Room (H)
3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 17 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4653 @ 0 5709 (1.50")Passed (82%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)8975 @ 2' 2"11854 Passed (76%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8853 @ 2' 3"17977 Passed (49%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.022 @ 2' 3"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.043 @ 2' 3"0.154 Passed (L/859)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"2219 1238 2008 5465 None
2 - Trimmer - SPF 6.00"6.00"2.91"5468 2042 5420 12930 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 6" o/c
Bottom Edge (Lu)3' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 5 1/2"N/A 15.6 ----
1 - Uniform (PSF)0 to 2' 3"16' 3"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)2' 3" to 3' 5 1/2"21' 3"15.0 40.0 -Floor - Upper Level
3 - Point (lb)2' 3"N/A 6699 791 7428
Linked from: Flush
Garage Middle (V),
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Mudroom Entry Door
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 18 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)13302 @ 4 1/2"13302 (3.38")Passed (100%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)14031 @ 14' 10 3/4"22943 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)72280 @ 8' 9"81355 Passed (89%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.292 @ 8' 9"0.408 Passed (L/670)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.547 @ 8' 9"0.816 Passed (L/358)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Hanger on 20" SYP beam 4.50"Hanger¹3.38"6234 770 7475 14479 See note ¹
2 - Beam - LSL 5.25"5.25"3.79"6699 791 7428 14918 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 3" o/c
Bottom Edge (Lu)16' 8" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger Connector not found N/A N/A N/A N/A
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)4 1/2" to 17'N/A 30.6 ----
1 - Uniform (PLF)0 to 12' 6" (Front)N/A 80.0 --Wall - Upper Level
2 - Uniform (PSF)0 to 8' 9" (Front)5'20.0 -35.0 Snow - Garage
3 - Uniform (PSF)0 to 12' 6" (Front)13'20.0 -35.0 Snow - Main
4 - Point (lb)12' 6" (Front)N/A 4129 -4594 Roof Girder
5 - Uniform (PSF)0 to 17' (Front)1'15.0 40.0 -Floor - Upper Level
6 - Point (lb)8' 9" (Front)N/A 2915 881 3090 Linked from: GT5,
Support 1
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Garage Middle (V)
3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 19 / 26
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 20 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1732 @ 5 1/2"1913 (1.50")Passed (91%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1407 @ 1' 2 3/4"2872 Passed (49%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3554 @ 4' 6 3/4"3946 Passed (90%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.052 @ 4' 6 3/4"0.205 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.156 @ 4' 6 3/4"0.410 Passed (L/633)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"1284 183 639 2106 See note ¹
2 - Trimmer - SPF 5.50"5.50"1.50"1252 178 621 2051 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 11" o/c
Bottom Edge (Lu)8' 7" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger LUS210-2 2.00"N/A 8-16d 6-16d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)5 1/2" to 9'N/A 7.0 ----
1 - Uniform (PSF)0 to 9' (Front)1'15.0 40.0 -Floor - Upper
2 - Uniform (PLF)0 to 9' (Front)N/A 80.0 --Wall - Upper
3 - Uniform (PSF)0 to 9' (Front)1'20.0 -35.0 Snow - Garage
4 - Uniform (PLF)0 to 9' (Front)N/A 100.0 --Wall - Gable
5 - Uniform (PSF)0 to 9' (Front)3'20.0 -35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Garage End (V)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 21 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8589 @ 3"17128 (4.50")Passed (50%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)5951 @ 1' 2"10308 Passed (58%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)14747 @ 4' 6"15633 Passed (94%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.214 @ 4' 5 1/16"0.275 Passed (L/463)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.368 @ 4' 5 1/16"0.412 Passed (L/269)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"2.26"3613 4375 2260 10248 None
2 - Trimmer - SPF 4.50"4.50"2.25"3599 4375 2246 10220 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 9" o/c
Bottom Edge (Lu)8' 9" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 9"N/A 15.6 ----
1 - Uniform (PSF)0 to 8' 9"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8' 9"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 8' 9"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 8' 9"9'15.0 40.0 -Floor - Upper Level
5 - Uniform (PLF)0 to 8' 9"N/A 80.0 --Wall - Upper Level
6 - Uniform (PSF)0 to 1' 3"11'20.0 -35.0 Snow - Main
7 - Uniform (PSF)6' 3" to 8' 9"13'20.0 -35.0 Snow - Main
8 - Point (lb)1' 3"N/A 844 -1444
Linked from:
Bedroom #5
Window, Support 1
9 - Point (lb)6' 3"N/A 844 -1444
Linked from:
Bedroom #5
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Window
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 22 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2619 @ 1 1/2"5738 (3.00")Passed (46%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1390 @ 1' 1/4"3746 Passed (37%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3663 @ 4' 3"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.060 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.108 @ 4' 3"0.412 Passed (L/917)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1520 1020 446 2986 None
2 - Trimmer - SPF 3.00"3.00"1.50"1520 1020 446 2986 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 10.6 ----
1 - Uniform (PSF)0 to 8' 6"6'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level
3 - Point (lb)0 N/A 710 -446
Linked from: Dining
Room Window
Rear, Support 1
4 - Point (lb)8' 6"N/A 710 -446
Linked from: Dining
Room Window
Rear, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Games Room Window Rear
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 23 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2948 @ 1 1/2"7613 (3.00")Passed (39%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2328 @ 1' 1/2"6872 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5493 @ 2' 9"10422 Passed (53%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.055 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.086 @ 2' 9"0.262 Passed (L/732)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1085 1864 -138 2949/-
138 None
2 - Trimmer - SPF 3.00"3.00"1.50"1085 1864 -138 2949/-
138 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Point (lb)2' 9"N/A 875 1747 -275
Linked from: Great
Room Window
Rear, Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #4 Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 24 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3174 @ 1 1/2"3825 (3.00")Passed (83%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1833 @ 1' 1/4"2498 Passed (73%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3449 @ 2' 5"3431 Passed (100%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.034 @ 2' 5"0.153 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.047 @ 2' 5"0.229 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.49"878 2296 3174 None
2 - Trimmer - SPF 3.00"3.00"2.49"878 2296 3174 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6" o/c
Bottom Edge (Lu)4' 10" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 10"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 10"23' 9"15.0 40.0 Floor - Main Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Hallway Opening
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 25 / 26
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6772 @ 1 1/2"11419 (3.00")Passed (59%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)5572 @ 1' 5"13965 Passed (40%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)26246 @ 8'36387 Passed (72%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.375 @ 8'0.394 Passed (L/504)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.529 @ 8'0.788 Passed (L/357)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.78"1972 4800 6772 None
2 - Trimmer - SPF 3.00"3.00"1.78"1972 4800 6772 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 3" o/c
Bottom Edge (Lu)16' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 16'N/A 21.5 --
1 - Uniform (PSF)0 to 16' (Front)15'15.0 40.0 Floor - Main Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Custom; plan dated 10/26/2020.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Flush Game (H)
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 12/16/2020 6:09:37 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 7726 204th Street W, Lakeville, MN
Topaz - The Brooke
7726 204th Street W, Lakeville, MN
12/16/2020; #24535
Page 26 / 26
Date Certificate Posted
X Passive (No Fan)
Active (With fan and monometer
or other system monitoring
device)
Location (or future location) of Fan:
Other Please Describe Here
R-15 X
R-20 X
R-20 X
R-20 X
R-49 X
R-49 X
R-30 X
R-30 X
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:
90,000 Capacity
in Gallons:
Other, describe:
AFUE or
HSPF%
95
Cfm's
" round duct OR
" metal duct
Not required per mech. code
X Passive
X Low: Other, describe:
Low:
Location of fan(s), describe: Cfm's
X " round duct OR 6" flex
" metal duct
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
3
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.1/20/2021
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
One Ten Ten Homes, LLC
MN License Number
Lakeville7726 204th St.
BC730925
Mechanical room
110Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
78453
Heating Gain Cooling Load
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
Rim Joist (2nd Floor+)
0.28
Appliances
THERMAL ENVELOPE
Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade
RADON CONTROL SYSTEM
Non or Not Applicable Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply
Mineral Fiberboard Insulation Location
Foam, Closed Cell0.21
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)
GPVL5000L 13ACX036P Model
Heating System
Natural Gas
Lennox
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Electric
Make-up Air Select a Type
AO Smith
Domestic Water
Heater
MECHANICAL SYSTEMS
Rating or Size
Efficiency
13
Select Type
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):
35582Residential Load Calculation
SEER
/EER
200
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
ML193UH09048C
Heating Loss
Manufacturer Lennox
Natural Gas
Output
in Tons:
350
Builders Associaton of Minnesota version 101014
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________Company: _______________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
* If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to
erosion@lakevillemn.gov
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA)
X
KP
01/29/21