HomeMy WebLinkAboutLA173063 - 17874 Element Ave Permit PackRESIDENTIAL 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:
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, CONCRETE OR FOUNDATION INSULATION 8/13/2019 8:13:51 AM THE TOLLEFSON RESIDENCE L4, B2 - PHEASANT RUN 3rd ADD'N 17874 ELEMENT AVENUE -LAKEVILLE, MN 55044 1OTT052 87.12.19 CB 1106 1089 765 2960 7.25.19. CB 7.31.19 CB 8.1.19 CB 8.9.19 CB 7.12.19 CB 8'-1 1/8" 9'-1 1/8" 8'-4" PAYTON XL Concept Approval ONLY
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DATE SQUARE FEET PROJECT SHEET OF UPPER: MAIN: BONUS: TOTAL: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PLATE HEIGHTS UPPER: MAIN: POUR: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (612) 327-7582 NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM
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, CONCRETE OR FOUNDATION INSULATION 8/13/2019 8:13:57 AM THE TOLLEFSON RESIDENCE L4, B2 - PHEASANT RUN 3rd ADD'N 17874 ELEMENT AVENUE -LAKEVILLE, MN 55044 8OTT052 87.12.19 CB 1106 1089 765 2960 7.25.19. CB 7.31.19 CB 8.1.19 CB 8.9.19 CB 7.12.19 CB 8'-1 1/8" 9'-1 1/8" 8'-4" PAYTON XL
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01: Upper Level
Member Name Results Current Solution Comments
Owner's Suite 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
Bedroom #3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bed #4 WIC Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stairway Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner's Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
02: Main Level
Member Name Results Current Solution Comments
Kitchen Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Patio Door Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Window Rear Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Office Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Drop Beam over Front Porch (H)Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Flush Beam over Foyer (H)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Beam over Foyer (V)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Foyer Entry Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Flush Beam over Foyer/Dining Room (H)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Beam over Pantry Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
16' Garage Door Opening Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
8' Garage Door Opening Passed 2 Piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Garage Mudroom Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Side Windows (2)Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Mudroom Opening Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
03: Lower Level
Member Name Results Current Solution Comments
Bath Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Beam over Hallway/Mech Room Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #5 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Room Window Passed 3 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
WIC Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
17874 Element Ave, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 1 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing 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
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Upper Level, Owner's Suite WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0
1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main
2 - Uniform (PSF)0 to 8' 6"1'100.0 -Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 2 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing 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
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Upper Level, Bedroom #2 WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)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
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 3 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing 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
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Upper Level, Bedroom #3 WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)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
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 4 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None
2 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)936 @ 0 1913 (1.50")Passed (49%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)191 @ 10 3/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)527 @ 1' 1 1/2"3946 Passed (13%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Upper Level, Bed #4 WIC WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0
1 - Uniform (PSF)0 to 2' 3"15'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 5 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None
2 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1768 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1023 @ 10 3/4"2872 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1879 @ 2' 1 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.022 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Upper Level, Stairway WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0
1 - Uniform (PSF)0 to 4' 3"15'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 6 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None
2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Upper Level, Owner's Bath WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0
1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main
2 - Uniform (PSF)0 to 2' 3"1'100.0 -Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 7 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"430 713 1143 None
2 - Trimmer - SPF 1.50"1.50"1.50"430 713 1143 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1143 @ 0 1913 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)597 @ 10 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1071 @ 1' 10 1/2"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Kitchen WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 9"N/A 7.0
1 - Uniform (PSF)0 to 3' 9"9' 6"15.0 40.0 Floor - Upper Level
2 - Uniform (PLF)0 to 3' 9"N/A 80.0 -Wall - Upper Level
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 8 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.09"1791 1040 1913 4744 None
2 - Trimmer - SPF 3.00"3.00"1.50"1022 1040 581 2643 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4006 @ 1 1/2"5738 (3.00")Passed (70%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2837 @ 1' 1/4"4308 Passed (66%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)5231 @ 2'5919 Passed (88%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.045 @ 3' 1 1/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.081 @ 3' 1 1/16"0.313 Passed (L/921)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Dining Room Patio DoorMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6
1 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level
2 - Uniform (PSF)0 to 2'15'20.0 -35.0 Snow - Main
3 - Uniform (PSF)0 to 6' 6"8'15.0 40.0 -Floor - Upper Level
4 - Point (lb)2'N/A 844 -1444
Linked from:
Bedroom #2
Window, Support 1
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 9 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"727 584/-67 786 2097/-67 None
2 - Trimmer - SPF 4.50"4.50"4.56"2527 1566 2823 6916 None
3 - Trimmer - SPF 4.50"4.50"3.19"1745 1566 1538 4849 None
4 - Trimmer - SPF 3.00"3.00"2.05"1108 626/-67 1385 3119/-67 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5819 @ 3' 9 3/4"5738 (4.50")Passed (101%)--1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (lbs)2327 @ 6' 8 3/4"2872 Passed (81%)1.15 1.0 D + 1.0 S (Alt Spans)
Moment (Ft-lbs)-2258 @ 3' 9 3/4"3946 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
Live Load Defl. (in)0.008 @ 5' 9 5/8"0.129 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.012 @ 5' 9 7/8"0.194 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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 11' 8" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 8" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Great Room Window RearMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 7 1/2"N/A 7.0
1 - Uniform (PSF)0 to 11' 7 1/2"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 11' 7 1/2"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 5"15'20.0 -35.0 Snow - Main
4 - Point (lb)6' 5"N/A 844 -1444
Linked from:
Bedroom #3
Window, Support 1
5 - Point (lb)11' 6"N/A 844 -1444
Linked from:
Bedroom #3
Window, Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 10 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.00"1358 910 683 2951 None
2 - Trimmer - SPF 3.00"3.00"2.00"1358 910 683 2951 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2553 @ 1 1/2"3825 (3.00")Passed (67%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1335 @ 1' 1/4"2498 Passed (53%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2781 @ 3' 3"3431 Passed (81%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.038 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.075 @ 3' 3"0.313 Passed (L/997)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Office WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0
1 - Uniform (PSF)0 to 6' 6"7'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 6"3'20.0 -35.0 Snow - Main
5 - Uniform (PSF)6' to 6' 6"3'20.0 -35.0 Snow - Main
6 - Uniform (PSF)0 to 6"1'100.0 --Wall - Gable
7 - Uniform (PSF)6' to 6' 6"1'100.0 --Wall - Gable
8 - Point (lb)6"N/A 459 -289 Bedroom# 4 Window
Support 1
9 - Point (lb)6'N/A 459 -289 Bedroom# 4 Window
Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 11 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"235 500 735 Blocking
2 - Stud wall - SPF 5.50"5.50"2.58"1245 2043 3288 Blocking
3 - Column - SPF 5.50"5.50"1.50"589 982 1571 Blocking
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3289 @ 7' 4"7013 (5.50")Passed (47%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1556 @ 8' 4"2872 Passed (54%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-3249 @ 7' 4"3946 Passed (82%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.122 @ 13' 3 1/2"0.367 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.189 @ 13' 3 13/16"0.550 Passed (L/697)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
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).
Top Edge Bracing (Lu): Top compression edge must be braced at 13' 2" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 5" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Drop Beam over Front Porch (H)MEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 19' 4"N/A 7.0
1 - Uniform (PSF)0 to 19' 4" (Front)5'20.0 35.0 Snow - Porch
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 12 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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 Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"2.35"1609 589 1887 4085 Blocking
2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"1469 581 1655 3705 See note ¹
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3186 @ 6' 2 1/2"4725 (1.50")Passed (67%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2156 @ 5' 2 5/8"9878 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4572 @ 2' 9"18346 Passed (25%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.028 @ 3' 3"0.147 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.053 @ 3' 3 1/16"0.294 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/480) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 6' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 3" o/c unless detailed otherwise.
Main Level, Flush Beam over Foyer (H)MEMBER REPORT PASSED
Connector: Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d None
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 2 1/2"N/A 13.0
1 - Uniform (PSF)0 to 6' 6" (Front)4' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 6' 6" (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 6" (Front)1'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 2' 9" (Front)15'20.0 -35.0 Snow - Main
5 - Uniform (PSF)4' 9" to 6' 6"
(Front)15'20.0 -35.0 Snow - Main
6 - Point (lb)2' 9" (Front)N/A 345 -591
Linked from: Bed #4
WIC Window,
Support 1
7 - Point (lb)4' 9" (Front)N/A 345 -591
Linked from: Bed #4
WIC Window,
Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 13 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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 Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"3.73"4032 906 5440 10378 Blocking
2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"827 558 864 2249 See note ¹
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9473 @ 1' 2 3/4"13956 (5.50")Passed (68%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)7929 @ 2' 5 3/8"9878 Passed (80%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)13477 @ 3' 1 3/4"18346 Passed (73%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.181 @ 5' 11 5/8"0.274 Passed (L/729)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.323 @ 6' 3/16"0.549 Passed (L/408)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/480) and TL (L/240).
Overhang deflection criteria: LL (2L/480) and TL (2L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 3" o/c unless detailed otherwise.
Main Level, Flush Beam over Foyer (V)MEMBER REPORT PASSED
Connector: Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d None
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 2 1/2"N/A 13.0
1 - Uniform (PSF)0 to 3' (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)3' to 12' 6" (Front)2'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)0 to 3' (Front)1'20.0 -35.0 Snow - Porch
4 - Uniform (PLF)0 to 3' 1 3/4"
(Front)N/A 80.0 --Wall - Upper Level
5 - Uniform (PSF)0 to 3' (Front)8' 6"20.0 -35.0 Snow - Main
6 - Point (lb)2' 10 1/4" (Front)N/A 2080 -3640 Girder
7 - Point (lb)3' 1 3/4" (Front)N/A 1469 581 1655
Linked from: Flush
Beam over Foyer
(H), Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 14 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"331 -525 856 None
2 - Trimmer - SPF 4.50"4.50"4.08"4377 906 5987 11270 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)10364 @ 5' 10 1/2"11419 (4.50")Passed (91%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)559 @ 1' 1/2"7902 Passed (7%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1179 @ 3'11985 Passed (10%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.014 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.023 @ 3'0.287 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 6' 2" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 2" o/c unless detailed otherwise.
Main Level, Foyer Entry DoorMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 1 1/2"N/A 10.4
1 - Uniform (PSF)0 to 6' 1 1/2"5'20.0 -35.0 Snow - Porch
2 - Point (lb)6'N/A 4032 906 5440
Linked from: Flush
Beam over Foyer
(V), Support 1
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 15 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.56"1158 2789 53 4000 Blocking
2 - Column - SPF 5.50"5.50"2.16"1970 3509 811 6290 Blocking
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5480 @ 11' 2"13956 (5.50")Passed (39%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3744 @ 10' 5/8"8590 Passed (44%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)10839 @ 5' 11 7/16"15953 Passed (68%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.239 @ 5' 9 9/16"0.271 Passed (L/544)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.342 @ 5' 9 3/4"0.542 Passed (L/380)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/480) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 9' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c unless detailed otherwise.
Main Level, Flush Beam over Foyer/Dining Room (H)MEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 6"N/A 13.0
1 - Uniform (PSF)0 to 4' (Front)8' 3"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)4' to 10' 6" (Front)13'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)10' 6" to 11' 6"
(Front)14'15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)0 to 4' (Front)3'15.0 40.0 -Floor - Stairs
5 - Point (lb)10' 6" (Front)N/A 827 558 864
Linked from: Flush
Beam over Foyer
(V), Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 16 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Column - SPF 3.00"3.00"1.50"822 2080 2902 Blocking
2 - Column - SPF 3.00"3.00"1.50"822 2080 2902 Blocking
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2902 @ 1 1/2"7613 (3.00")Passed (38%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2146 @ 1' 1/2"6872 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5446 @ 4'10422 Passed (52%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.126 @ 4'0.194 Passed (L/736)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.176 @ 4'0.387 Passed (L/528)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/480) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
Main Level, Beam over PantryMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 8'N/A 10.4
1 - Uniform (PSF)0 to 8' (Front)13'15.0 40.0 Floor - Upper Level
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 17 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bearing 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
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 11' 10" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise.
Main Level, 16' Garage Door OpeningMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)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
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 18 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None
2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1197 @ 1 1/2"3825 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)872 @ 1' 2 1/4"3493 Passed (25%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2470 @ 4' 4 1/2"5306 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.025 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.064 @ 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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 8' 9" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, 8' Garage Door OpeningMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)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"3'20.0 35.0 Snow - Garage
2 - Uniform (PLF)0 to 8' 9"N/A 100.0 -Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 19 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"295 45 118 458 None
2 - Trimmer - SPF 1.50"1.50"1.50"295 45 118 458 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)417 @ 0 1913 (1.50")Passed (22%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)85 @ 10 3/4"2872 Passed (3%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)235 @ 1' 1 1/2"3946 Passed (6%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Bath WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0
1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 2' 3"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 2' 3"1'100.0 --Wall - Gable
4 - Uniform (PSF)0 to 2' 3"3'20.0 -35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 20 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"581 370 540 1491 None
2 - Trimmer - SPF 1.50"1.50"1.50"581 370 540 1491 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1263 @ 0 1913 (1.50")Passed (66%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)529 @ 10 3/4"2872 Passed (18%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)974 @ 1' 6 1/2"3946 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.003 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.006 @ 1' 6 1/2"0.154 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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Garage Mudroom Service DoorMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0
1 - Uniform (PSF)0 to 3' 1"6'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 3' 1"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 1"9'20.0 -35.0 Snow - Main
4 - Uniform (PSF)0 to 3' 1"1'20.0 -35.0 Snow - Garage
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 21 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None
2 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)603 @ 0 1913 (1.50")Passed (32%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)270 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)490 @ 1' 7 1/2"3946 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 7 1/2"0.162 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 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Great Room Side Windows (2)MEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0
1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 3' 3"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 3"3'20.0 -35.0 Snow - Main
4 - Uniform (PSF)0 to 3' 3"1'100.0 --Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 22 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"418 1083 1501 None
2 - Trimmer - SPF 1.50"1.50"1.50"418 1083 1501 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1501 @ 0 1913 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)694 @ 10 3/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1251 @ 1' 8"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 8"0.111 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 8"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Main Level, Mudroom OpeningMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 4"N/A 7.0
1 - Uniform (PSF)0 to 3' 4"16' 3"15.0 40.0 Floor - Upper Level
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 23 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"498 1256 1754 None
2 - Trimmer - SPF 1.50"1.50"1.50"870 2102 2972 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2972 @ 2' 9"3806 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1089 @ 1' 10"6872 Passed (16%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1700 @ 1' 11 1/4"10422 Passed (16%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.009 @ 1' 5"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.013 @ 1' 5"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 2' 9" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise.
Lower Level, Bath DoorMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 10.4
1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level
2 - Uniform (PLF)2' to 2' 9"N/A 90.0 -Wall - Main Level
3 - Uniform (PSF)2' to 2' 9"16' 3"15.0 40.0 Floor - Upper Level
4 - Point (lb)2'N/A 418 1083
Linked from:
Mudroom Opening,
Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 24 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.55"550 1429 1979 None
2 - Trimmer - SPF 3.00"3.00"1.55"550 1429 1979 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1979 @ 1 1/2"3825 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)990 @ 1' 1/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1781 @ 2' 1/2"3431 Passed (52%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.012 @ 2' 1/2"0.128 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.017 @ 2' 1/2"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 4' 1" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 1" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Lower Level, Beam over Hallway/Mech RoomMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 1"N/A 7.0
1 - Uniform (PSF)0 to 4' 1" (Front)17' 6"15.0 40.0 Floor - Main Level
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 25 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.47"1224 1923 3147 None
2 - Trimmer - SPF 3.00"3.00"2.40"1142 1913 3055 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3146 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1995 @ 4' 5 3/4"2498 Passed (80%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3004 @ 3' 9/16"3431 Passed (88%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.035 @ 2' 9 7/16"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.057 @ 2' 9 3/8"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Lower Level, Bedroom #5 WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0
1 - Uniform (PSF)0 to 5' 6"7' 6"15.0 40.0 Floor - Main Level
2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level
3 - Uniform (PSF)0 to 9"9' 6"15.0 40.0 Floor - Upper Level
4 - Uniform (PSF)0 to 9"1'80.0 -Wall - Upper Level
5 - Uniform (PSF)4' 3" to 5' 6"9' 6"15.0 40.0 Floor - Upper Level
6 - Uniform (PSF)4' 3" to 5' 6"0 80.0 -Wall - Upper Level
7 - Point (lb)9"N/A 430 713 Linked from: Kitchen
Window, Support 1
8 - Point (lb)4' 3"N/A 430 713 Linked from: Kitchen
Window, Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 26 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.56"2759 3055 1913 7727 None
2 - Trimmer - SPF 3.00"3.00"1.99"1990 3055 581 5626 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6485 @ 1 1/2"7613 (3.00")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2027 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4482 @ 3' 3"10422 Passed (43%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.068 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.101 @ 3' 3"0.313 Passed (L/740)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Lower Level, Family Room Patio DoorMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.4
1 - Uniform (PSF)0 to 6' 6"8' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)0 N/A 1791 1040 1913
Linked from: Dining
Room Patio Door,
Support 1
5 - Point (lb)6' 6"N/A 1022 1040 581
Linked from: Dining
Room Patio Door,
Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 27 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.95"3304 3011 2479 8794 None
2 - Trimmer - SPF 3.00"3.00"1.74"2941 3011 1882 7834 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7421 @ 1 1/2"11419 (3.00")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)6914 @ 1' 1/2"10898 Passed (63%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)15290 @ 3' 3 1/2"20312 Passed (75%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.165 @ 4' 2 5/16"0.275 Passed (L/601)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.296 @ 4' 2 5/16"0.412 Passed (L/334)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
Lower Level, Family Room WindowMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 14.5
1 - Uniform (PSF)0 to 8' 6"8' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main Level
3 - Point (lb)2' 4"N/A 2527 1566 2823
Linked from: Great
Room Window Rear,
Support 2
4 - Point (lb)6' 2"N/A 1745 1566 1538
Linked from: Great
Room Window Rear,
Support 3
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 28 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"469 894 1363 None
2 - Trimmer - SPF 1.50"1.50"1.50"469 894 1363 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1362 @ 0 1913 (1.50")Passed (71%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)475 @ 10 3/4"2498 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)937 @ 1' 4 1/2"3431 Passed (27%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 2' 9" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Lower Level, WIC DoorMEMBER REPORT PASSED
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 technical 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 NH; plan dated 8/1/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 7.0
1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level
2 - Uniform (PLF)0 to 2' 9"N/A 90.0 -Wall - Main Level
Forte v5.5, Design Engine: V7.3.2.4
8/15/2019 5:09:46 PM
Page 29 of 29
17874 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer - EWP Specialist
Lyman Lumber Company
(952) 470-4803
aschoenbauer@lymanlumber.com
Job Notes
Topaz - Payton XL
Tollefson Residence
17874 Element Ave, Lakeville, MN
8/15/2019; #23696
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