HomeMy WebLinkAboutLA170004 - 20396 Greenwood 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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UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
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01: Upper Level
Member Name Results Current Solution Comments
Bedroom# 2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner's Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner's Bathroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #4 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom 3 & 4 Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom# 3 WIC 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
Stairs Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
02: Main Level
Member Name Results Current Solution Comments
Great Room Back Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Patio Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bathroom Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Mudroom Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Porch FLR Beam Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Garage 9' OHD Passed 3 Piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Drop Beam Porch Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Door Hdr 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
Flush Beam over Foyer (H)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Beam Stairway (V)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Great Room Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Flush Beam Passed 2 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Stair Landing Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Hall Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
03: Lower Level
Member Name Results Current Solution Comments
Family Room Flush Beam Passed 2 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Bedroom# 5 Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Door Hdr Mech/Storage Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Room Patio Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Room Window Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
20396 Greenwood Ave, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 1 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"459 289 748 None
2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 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 2009
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 IDR Plan Date: 2/15/2019
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"3'20.0 35.0 Snow - Main
2 - Uniform (PSF)0 to 5' 6"1'100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 2 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 2009
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 IDR Plan Date: 2/15/2019
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 v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 3 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"2.24"1051 1811 2862 None
2 - Trimmer - SPF 3.00"3.00"2.24"1051 1811 2862 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)2862 @ 1 1/2"3825 (3.00")Passed (75%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1564 @ 1' 1/4"2872 Passed (54%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2872 @ 2' 3"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.021 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.034 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Owner's Bathroom 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 6"N/A 7.0
1 - Uniform (PSF)0 to 4' 6"23'20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 4 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 2009
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, Bedroom #4 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 IDR Plan Date: 2/15/2019
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 v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 5 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 2009
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, Bedroom 3 & 4 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 IDR Plan Date: 2/15/2019
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 v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 6 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 2009
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, Bedroom# 3 WICMEMBER 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 IDR Plan Date: 2/15/2019
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 v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 7 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"459 289 748 None
2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 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 2009
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 IDR Plan Date: 2/15/2019
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"3'20.0 35.0 Snow - Main
2 - Uniform (PSF)0 to 5' 6"1'100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 8 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.95"1562 2683 4245 None
2 - Trimmer - SPF 3.00"3.00"1.95"1562 2683 4245 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)4246 @ 1 1/2"6525 (3.00")Passed (65%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2919 @ 1' 1/2"11034 Passed (26%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6555 @ 3' 4"9941 Passed (66%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.118 @ 3' 4"0.214 Passed (L/653)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.186 @ 3' 4"0.321 Passed (L/413)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c unless detailed otherwise.
Upper Level, Stairs 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 8"N/A 8.7
1 - Uniform (PSF)0 to 6' 8"23'20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 9 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"610 748/-64 160 1518/-64 None
2 - Trimmer - SPF 4.50"4.50"3.45"2003 2392 528 4923 None
3 - Trimmer - SPF 4.50"4.50"2.30"1455 1474 399 3328 None
4 - Trimmer - SPF 1.50"1.50"1.50"272 557/-64 -33 829/-97 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)4396 @ 3' 9 3/4"5738 (4.50")Passed (77%)--1.0 D + 1.0 L (Adj Spans)
Shear (lbs)1158 @ 2' 10 1/4"2498 Passed (46%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)-1334 @ 3' 9 3/4"3431 Passed (39%)1.00 1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)0.006 @ 1' 10 1/8"0.127 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.009 @ 1' 9 9/16"0.191 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Great Room Back 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 IDR Plan Date: 2/15/2019
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 7.0
1 - Uniform (PSF)4' to 11' 6"8'15.0 40.0 -floor
2 - Uniform (PSF)0 to 4'11'15.0 40.0 -floor
3 - Uniform (PLF)0 to 11' 6"N/A 80.0 --wall
4 - Uniform (PSF)0 to 7'3'20.0 -35.0 Snow - Main
5 - Uniform (PSF)0 to 7'1'100.0 --Wall - Gable
6 - Point (lb)4'N/A 200 600 -FLR Girder
7 - Point (lb)7'N/A 459 -289
Linked from:
Bedroom# 2
Window, Support 1
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 10 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"621 85 707 1413 None
2 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1413 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)1327 @ 0 1913 (1.50")Passed (69%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)768 @ 10 3/4"2872 Passed (27%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1410 @ 2' 1 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.009 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 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 2009
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.
Main Level, Dining Room Side 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0
1 - Uniform (PSF)0 to 4' 3"9' 6"20.0 -35.0 roof
2 - Uniform (PSF)0 to 4' 3"1'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)0 to 4' 3"1'80.0 --Wall - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 11 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"1.79"1457 570 525 2552 None
2 - Trimmer - SPF 3.00"3.00"1.79"1457 570 525 2552 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)2278 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1400 @ 1' 1/4"2498 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3171 @ 4' 9"3431 Passed (92%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.071 @ 4' 9"0.308 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.181 @ 4' 9"0.463 Passed (L/612)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 11" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 6"N/A 7.0
1 - Uniform (PSF)0 to 9' 6"3'15.0 40.0 -floor
2 - Uniform (PLF)0 to 9' 6"N/A 80.0 --wall
3 - Uniform (PSF)0 to 9"3'20.0 -35.0 Snow - Main
4 - Uniform (PSF)8' 9" to 9' 6"3'20.0 -35.0 Snow - Main
5 - Uniform (PSF)0 to 9"1'100.0 --Wall - Gable
6 - Uniform (PSF)8' 9" to 9' 6"1'100.0 --Wall - Gable
7 - Point (lb)9"N/A 710 -446
Linked from:
Owner's Suite
Window, Support 1
8 - Point (lb)8' 9"N/A 710 -446
Linked from:
Owner's Suite
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 12 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1210 45 1944 3199 None
2 - Trimmer - SPF 1.50"1.50"1.50"784 45 1245 2074 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)3155 @ 0 3263 (1.50")Passed (97%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1056 @ 11"11034 Passed (10%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1587 @ 8 1/4"9941 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.008 @ 1' 1"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.012 @ 1' 1"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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.
Main Level, Bathroom 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 IDR Plan Date: 2/15/2019
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 8.7
1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -floor
2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --wall
3 - Uniform (PSF)6" to 2' 3"22' 6"18.0 -35.0 roof
4 - Point (lb)6"N/A 1051 -1811
Linked from:
Owner's Bathroom
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 13 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"1.81"637 1667 2304 None
2 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 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)2303 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)893 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1642 @ 1' 8"3431 Passed (48%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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 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 IDR Plan Date: 2/15/2019
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"25'15.0 40.0 floor
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 14 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
3 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 Floor
Live Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"1424 495 740 2659 Blocking
2 - Stud wall - SPF 5.50"5.50"1.50"1400 495 729 2624 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)2351 @ 4"10519 (5.50")Passed (22%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1666 @ 1' 2 3/4"4308 Passed (39%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)4085 @ 4' 1 1/16"5919 Passed (69%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 1 5/8"0.190 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.101 @ 4' 1 5/8"0.379 Passed (L/901)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Front Porch FLR BeamMEMBER 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 IDR Plan Date: 2/15/2019
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' 3"N/A 10.6
1 - Uniform (PSF)0 to 8' 3" (Front)3'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 8' 3" (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 8' 3" (Front)2'20.0 -35.0 Snow - Porch
4 - Uniform (PLF)0 to 1' 6" (Front)N/A 100.0 --Wall - Gable
5 - Uniform (PSF)0 to 1' 6" (Front)3'20.0 -35.0 Snow - Main
6 - Uniform (PLF)3' 6" to 8' 3"
(Front)N/A 100.0 --Wall - Gable
7 - Uniform (PSF)3' 6" to 8' 3"
(Front)3'20.0 -35.0 Snow - Main
8 - Point (lb)1' 6" (Front)N/A 188 -118
Linked from:
Bedroom 3 & 4 Bath
Window, Support 1
9 - Point (lb)3' 6" (Front)N/A 188 -118
Linked from:
Bedroom 3 & 4 Bath
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 15 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"1.64"2374 256 3886 6516 None
2 - Trimmer - PSL 7.00"7.00"6.86"9929 2984 17096 30009 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)27025 @ 9' 9"27563 (7.00")Passed (98%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)10055 @ 7' 11 1/2"22943 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)21360 @ 7' 3 13/16"81355 Passed (26%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.044 @ 5' 4 7/16"0.317 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.070 @ 5' 4 3/8"0.475 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 3" o/c unless detailed otherwise.
Main Level, Garage 9' OHDMEMBER 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 10' 2 1/2"N/A 30.6
1 - Uniform (PSF)0 to 9'15'20.0 -35.0 Snow - Garage
2 - Uniform (PSF)9' to 10' 2 1/2"3'20.0 -35.0 Snow - Garage
3 - Point (lb)9'N/A 9218 3240 16130 E2 Roof Girder
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 16 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"779 1172 1951 None
2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 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)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" 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, Garage 16' OHDMEMBER 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 IDR Plan Date: 2/15/2019
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"4'20.0 35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 17 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 - Column - SPF 3.00"3.00"1.50"335 613 948 Blocking
2 - Column - SPF 5.50"5.50"2.51"1213 1987 3200 Blocking
3 - Column - SPF 5.50"5.50"1.50"495 847 1342 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)3200 @ 8' 7"7013 (5.50")Passed (46%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1379 @ 9' 7"2872 Passed (48%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2925 @ 8' 7"3946 Passed (74%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.072 @ 13' 10 3/16"0.323 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.107 @ 13' 10 15/16"0.484 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•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 18' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 7" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Drop Beam PorchMEMBER 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 19' 1"N/A 7.0
1 - Uniform (PSF)0 to 19' 1" (Front)5'20.0 35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 18 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"1.50"443 1125 1568 None
2 - Trimmer - SPF 3.00"3.00"1.50"443 1125 1568 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)1568 @ 1 1/2"3825 (3.00")Passed (41%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1034 @ 1' 1/4"2498 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2160 @ 3'3431 Passed (63%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.033 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.046 @ 3'0.287 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Front Door HdrMEMBER 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 6'N/A 7.0
1 - Uniform (PSF)0 to 6'9' 4 1/2"15.0 40.0 floor
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 19 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"1.94"1355 780 710 2845 None
2 - Trimmer - SPF 3.00"3.00"1.93"1344 780 708 2832 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)2472 @ 1 1/2"3825 (3.00")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1711 @ 5' 5 3/4"2872 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)2737 @ 3' 6 1/8"3431 Passed (80%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.037 @ 3' 3 9/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.078 @ 3' 3 15/16"0.313 Passed (L/961)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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 IDR Plan Date: 2/15/2019
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"6'15.0 40.0 -floor
2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --wall
3 - Uniform (PSF)5' to 6' 6"3'20.0 -35.0 roof
4 - Uniform (PLF)5' to 6' 6"N/A 100.0 --gable
5 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch
6 - Point (lb)0 N/A 459 -289
Linked from: Wdw
Hdr Bed #3, Support
1
7 - Point (lb)5'N/A 459 -289
Linked from: Wdw
Hdr Bed #3, Support
2
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 20 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 Total Accessories
1 - Stud wall - SPF 5.50"5.50"3.24"1361 3465 4826 Blocking
2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"1249 3178 4427 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)4232 @ 9' 2 1/2"4725 (1.50")Passed (90%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3294 @ 8' 2 5/8"8590 Passed (38%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)9448 @ 4' 8 15/16"15953 Passed (59%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.151 @ 4' 9 1/8"0.222 Passed (L/703)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.211 @ 4' 9 1/8"0.444 Passed (L/504)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 9' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 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 22-16d 8-16d 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 9' 2 1/2"N/A 13.0
1 - Uniform (PSF)0 to 2' (Front)20'15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)2' to 9' 5" (Front)17'15.0 40.0 Floor - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 21 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 - Stud wall - SPF 5.50"5.50"2.05"901 2141 82 3124 Blocking
2 - Stud wall - SPF 5.50"5.50"1.89"837 1980 82 2899 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)3042 @ 4"8181 (5.50")Passed (37%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2723 @ 1' 5 3/8"8590 Passed (32%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5285 @ 2' 3"15953 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.025 @ 2' 3"0.101 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.035 @ 2' 3"0.201 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 8" o/c unless detailed otherwise.
Main Level, Flush Beam Stairway (V)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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 8 1/4"N/A 13.0
1 - Uniform (PSF)0 to 4' 8 1/4"
(Front)3' 6"15.0 40.0 -stairs
2 - Uniform (PSF)0 to 4' 8 1/4"
(Front)1'15.0 -35.0 floor
3 - Point (lb)2' 3" (Front)N/A 1361 3465 -
Linked from: Flush
Beam Foyer, Support
1
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 22 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"1.88"984 70 1409 2463 None
2 - Trimmer - SPF 3.00"3.00"1.88"984 70 1409 2463 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)2392 @ 1 1/2"3825 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)997 @ 1' 1/4"2872 Passed (35%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1805 @ 1' 9"3946 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.007 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.012 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Great Room Side 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 IDR Plan Date: 2/15/2019
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' 6"N/A 7.0
1 - Uniform (PSF)0 to 3' 6"1'15.0 40.0 -floor
2 - Uniform (PLF)0 to 3' 6"N/A 80.0 --wall
3 - Uniform (PSF)0 to 3' 6"23'20.0 -35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 23 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
•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 5.50"5.50"2.32"1682 4200 5882 Blocking
2 - Column - SPF 5.50"5.50"2.32"1682 4200 5882 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)5882 @ 4"13956 (5.50")Passed (42%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4608 @ 1' 7 1/2"9310 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20141 @ 7' 6"24258 Passed (83%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.366 @ 7' 6"0.358 Passed (L/470)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.513 @ 7' 6"0.717 Passed (L/335)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 5" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise.
Main Level, Dining Room Flush BeamMEMBER 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 14.3
1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 24 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports
(lbs)
Supports Total Available Required Dead Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"40 40 None
2 - Trimmer - SPF 1.50"1.50"1.50"40 40 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)40 @ 0 1913 (1.50")Passed (2%)--1.0 D (All Spans)
Shear (lbs)23 @ 10 3/4"2248 Passed (1%)0.90 1.0 D (All Spans)
Moment (Ft-lbs)43 @ 2' 1 1/2"3088 Passed (1%)0.90 1.0 D (All Spans)
Live Load Defl. (in)0.000 @ 0 0.142 Passed
(2L/999+)--1.0 D (All Spans)
Total Load Defl. (in)0.001 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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.
Main Level, Stair Landing 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead
Loads Location (Side)Width (0.90)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0
1 - Uniform (PLF)0 to 4' 3"N/A 12.0 Wall - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 25 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"464 495 118 1077 None
2 - Trimmer - SPF 1.50"1.50"1.50"464 495 118 1077 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)959 @ 0 1913 (1.50")Passed (50%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)195 @ 10 3/4"2498 Passed (8%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)539 @ 1' 1 1/2"3431 Passed (16%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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, Dining Room Hall 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 IDR Plan Date: 2/15/2019
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"11'15.0 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 v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 26 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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 Floor
Live Total Accessories
1 - Beam - SPF 3.50"3.50"1.50"355 893 1248 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"355 893 1248 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)1248 @ 2"4463 (3.50")Passed (28%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)773 @ 1' 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1540 @ 2' 9 1/2"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.020 @ 2' 9 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.028 @ 2' 9 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 7" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 7" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Stairs Flush BeamMEMBER 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 7"N/A 7.0
1 - Uniform (PSF)0 to 5' 7" (Front)8'15.0 40.0 Floor - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 27 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
•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 5.50"5.50"4.70"3514 8400 11914 Blocking
2 - Column - SPF 5.50"5.50"4.70"3514 8400 11914 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)11914 @ 4"13956 (5.50")Passed (85%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4725 @ 1' 7 1/2"9310 Passed (51%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20655 @ 7' 6"24258 Passed (85%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.366 @ 7' 6"0.358 Passed (L/470)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.526 @ 7' 6"0.717 Passed (L/327)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise.
Lower Level, Family Room Flush BeamMEMBER 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 14.3
1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor
2 - Uniform (PLF)0 to 15' (Front)N/A 20.0 -Island Loading
3 - Point (lb)0 (Front)N/A 1682 4200
Linked from: Flush
Beam Dining,
Support 1
4 - Point (lb)15' (Front)N/A 1682 4200
Linked from: Flush
Beam Dining,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 28 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.45"2080 3240 301 5621 None
2 - Trimmer - SPF 3.00"3.00"2.21"1839 2975 237 5051 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)5320 @ 1 1/2"6525 (3.00")Passed (82%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3716 @ 4' 5 1/2"9595 Passed (39%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6804 @ 2' 9 5/8"8645 Passed (79%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.086 @ 2' 9 1/8"0.175 Passed (L/733)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.142 @ 2' 9 1/8"0.262 Passed (L/445)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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.
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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 8.7
1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 4'11'15.0 40.0 -Floor - Upper Level
4 - Uniform (PLF)0 to 4'N/A 80.0 --Wall - Upper Level
5 - Uniform (PSF)0 to 4'3'20.0 -35.0 Snow - Main
6 - Uniform (PSF)0 to 4'1'100.0 --Wall - Gable
7 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
8 - Point (lb)4'N/A 464 495 118
Linked from: Dining
Room Hall Door,
Support 1
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 29 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"502 1310 1812 None
2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 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)1813 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)759 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1397 @ 1' 6 1/2"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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.
Lower Level, Door Hdr Mech/StorageMEMBER 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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0
1 - Uniform (PSF)0 to 3' 1"21' 3"15.0 40.0 floor
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 30 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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"1.56"689 1300 1989 None
2 - Trimmer - SPF 3.00"3.00"1.56"689 1300 1989 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)1989 @ 1 1/2"3825 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1364 @ 1' 1/4"2498 Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2988 @ 3' 3"3431 Passed (87%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.050 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.076 @ 3' 3"0.313 Passed (L/989)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
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.
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 IDR Plan Date: 2/15/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0
1 - Uniform (PSF)0 to 6' 6"3'15.0 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
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 31 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
2 piece(s) 1 3/4" x 11 7/8" 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"2.91"3067 4305 495 7867 None
2 - Trimmer - SPF 3.00"3.00"2.42"2664 3469 432 6565 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)7372 @ 1 1/2"7613 (3.00")Passed (97%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)6483 @ 1' 2 7/8"8590 Passed (75%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)14484 @ 3' 1 3/16"15953 Passed (91%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.168 @ 4' 1 3/4"0.275 Passed (L/591)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.292 @ 4' 1 15/16"0.412 Passed (L/339)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 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 IDR Plan Date: 2/15/2019
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 13.0
1 - Uniform (PSF)0 to 2' 9"10' 3"15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)2' 9" to 8' 6"8'15.0 40.0 -Floor - Main Level
3 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main Level
4 - Uniform (PSF)0 to 8' 6"1'10.0 40.0 -Floor - Deck
5 - Point (lb)2' 9"N/A 200 600 -FLR Girder
6 - Point (lb)2' 3"N/A 2003 2392 528
Linked from: Great
Room Back Window,
Support 2
7 - Point (lb)6' 3"N/A 1455 1474 399
Linked from: Great
Room Back Window,
Support 3
Forte v5.4, Design Engine: V7.1.1.3
5/24/2019 10:59:13 AM
Page 32 of 32
20396 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Maverick
Jason Zitzmann & Erica Sweet
20396 Greenwood Ave, Lakeville, MN
5/24/2019; #23235
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