HomeMy WebLinkAboutLA168480 - 20044 Heath 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:
MAIN FLOOR 1037.3 UPPER PLATE 1056.2 T.O. FOUNDATION 1035.6 MAIN PLATE 1046.4
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DATE SQUARE FEET PROJECT SHEET OF UPPER: MAIN: BONUS: TOTAL: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PLATE HEIGHTS UPPER: MAIN: POUR: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (612) 327-7582 NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM
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, CONCRETE OR FOUNDATION INSULATION 4/19/2019 12:55:31 PM SPEC HOME L33, B2 - BERRES RIDGE 1st ADD'N 20044 HEATH AVENUE - LAKEVILLE, MN 55044 8OTT023 84.2.19 ES 1699 1277 852 3828 4.18.19 ES 4.19.19 CB 3.22.19 CB 8'- 1 /18" 9'- 1 /18" 8'-4" THE MAVERICK
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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 3 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 3/4" x 9 1/2" 1.55E 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 Back Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bathroom Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Mudroom Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Porch FLR Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Garage 8' 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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
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 down Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Great Room Side Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Flush Beam Passed 3 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
Pantry 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
Mudroom Window 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 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Bedroom# 5 Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Door Hdr Mech/Storage Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
20044 Heath Ave, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 1 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 2 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 3 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
3 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"1000 1711 2711 None
2 - Trimmer - SPF 1.50"1.50"1.50"1000 1711 2711 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)2711 @ 0 2869 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1568 @ 10 3/4"4308 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2880 @ 2' 1 1/2"5919 Passed (49%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.023 @ 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.
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 NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 10.6
1 - Uniform (PSF)0 to 4' 3"23'20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 4 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 5 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"122 3 125 None
2 - Trimmer - SPF 1.50"1.50"1.50"122 3 125 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)126 @ 0 1913 (1.50")Passed (7%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)25 @ 10 3/4"2248 Passed (1%)0.90 1.0 D (All Spans)
Moment (Ft-lbs)69 @ 1' 1 1/2"3088 Passed (2%)0.90 1.0 D (All Spans)
Live Load Defl. (in)0.000 @ 0 0.075 Passed
(2L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.000 @ 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 NH; plan dated 4/2/2019.
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"0 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
4/11/2019 4:25:25 PM
Page 6 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 7 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"207 289 496 None
2 - Trimmer - SPF 3.00"3.00"1.50"207 289 496 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)496 @ 1 1/2"3825 (3.00")Passed (13%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)312 @ 1' 1/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)621 @ 2' 9"3946 Passed (16%)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)0.011 @ 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 NH; plan dated 4/2/2019.
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"0 100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 8 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None
2 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 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)4251 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2923 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6564 @ 3' 4"11985 Passed (55%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.098 @ 3' 4"0.214 Passed (L/788)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.155 @ 3' 4"0.321 Passed (L/497)--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 NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 8"N/A 10.4
1 - Uniform (PSF)0 to 6' 8"23'20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 9 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"603 748/-64 157 1508/-64 None
2 - Trimmer - SPF 4.50"4.50"2.86"1855 1792 560 4207 None
3 - Trimmer - SPF 4.50"4.50"2.20"1333 1474 321 3128 None
4 - Trimmer - SPF 1.50"1.50"1.50"728 557/-64 277 1562/-64 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)1354 @ 11' 6"1913 (1.50")Passed (71%)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Shear (lbs)1165 @ 2' 10 1/4"2498 Passed (47%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)-1362 @ 3' 9 3/4"3431 Passed (40%)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 1/2"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 NH; plan dated 4/2/2019.
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 6' 6"3'20.0 -35.0 Snow - Main
5 - Uniform (PSF)0 to 6' 6"1'100.0 --Wall - Gable
6 - Point (lb)6' 6"N/A 459 -289
Linked from:
Bedroom# 2
Window, Support 1
7 - Point (lb)11' 6"N/A 459 -289
Linked from:
Bedroom# 2
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 10 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 11 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"775 540 1315 None
2 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None
3 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None
4 - Trimmer - SPF 3.00"3.00"1.50"775 540 1315 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)1314 @ 1 1/2"3825 (3.00")Passed (34%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)1065 @ 2' 11 3/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)1421 @ 1' 10 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.004 @ 1' 10 13/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.010 @ 1' 10 11/16"0.191 Passed (L/999+)--1.0 D + 1.0 S (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' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Dining 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 NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 9"N/A 7.0
1 - Uniform (PSF)0 to 11' 9"3'15.0 35.0 floor
2 - Uniform (PLF)0 to 11' 9"N/A 80.0 -wall
3 - Uniform (PSF)0 to 1' 10 1/2"3'20.0 35.0 Snow - Main
4 - Uniform (PSF)9' 10 1/2" to 11' 9"3'20.0 35.0 Snow - Main
5 - Uniform (PSF)0 to 1' 10 1/2"1'100.0 -Wall - Gable
6 - Uniform (PSF)9' 10 1/2" to 11' 9"1'100.0 -Wall - Gable
7 - Point (lb)1' 10 1/2"N/A 710 446
Linked from:
Owner's Suite
Window, Support 1
8 - Point (lb)9' 10 1/2"N/A 710 446
Linked from:
Owner's Suite
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 12 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"993 45 1543 2581 None
2 - Trimmer - SPF 1.50"1.50"1.50"867 45 1375 2287 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)2536 @ 0 2869 (1.50")Passed (88%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1751 @ 10 3/4"4308 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1872 @ 9"5919 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.002 @ 1' 1 5/16"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.004 @ 1' 1 5/16"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.
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 NH; plan dated 4/2/2019.
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 10.6
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)9" to 2' 3"23'18.0 -35.0 roof
4 - Point (lb)9"N/A 1000 -1711
Linked from: Wdw
Hdr Owner's Bath,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 13 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 14 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.69"1328 495 610 2433 Blocking
2 - Stud wall - SPF 5.50"5.50"1.71"1335 495 630 2460 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)2179 @ 7' 11"7013 (5.50")Passed (31%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1499 @ 7' 1/4"2872 Passed (52%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)3565 @ 4' 4 1/2"3946 Passed (90%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.051 @ 4' 1 11/16"0.190 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.135 @ 4' 1 5/8"0.379 Passed (L/672)--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 7' 8" 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 NH; plan dated 4/2/2019.
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 7.0
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 2' 9" (Front)N/A 100.0 --Wall - Gable
5 - Uniform (PSF)0 to 2' 9" (Front)3'20.0 -35.0 Snow - Main
6 - Uniform (PLF)4' 9" to 8' 3"
(Front)N/A 100.0 --Wall - Gable
7 - Uniform (PSF)4' 9" to 8' 3"
(Front)3'20.0 -35.0 Snow - Main
8 - Point (lb)2' 9" (Front)N/A 122 -3
Linked from:
Bedroom 3 & 4 Bath
Window, Support 1
9 - Point (lb)4' 9" (Front)N/A 122 -3
Linked from:
Bedroom 3 & 4 Bath
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 15 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 - PSL 5.50"5.50"2.53"3713 794 6252 10759 None
2 - Trimmer - PSL 7.00"7.00"5.50"7967 2446 13688 24101 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)21655 @ 8' 10"27563 (7.00")Passed (79%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)21215 @ 7' 1/2"22943 Passed (92%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)44503 @ 6' 9"81355 Passed (55%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.067 @ 4' 11 9/16"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.107 @ 4' 11 1/2"0.425 Passed (L/956)--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 9' 1" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 4" o/c unless detailed otherwise.
Main Level, Garage 8' 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 NH; plan dated 4/2/2019.
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' 3 1/2"N/A 30.6
1 - Uniform (PSF)0 to 6' 9"15'20.0 -35.0 Snow - Garage
2 - Uniform (PSF)6' 9" to 9' 3 1/2"3'20.0 -35.0 Snow - Garage
3 - Point (lb)6' 9"N/A 9218 3240 16130 E2 Roof Girder
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 16 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 17 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 3.00"3.00"1.50"346 613 959 Blocking
2 - Column - SPF 5.50"5.50"1.50"1251 1987 3238 Blocking
3 - Column - SPF 5.50"5.50"1.50"510 847 1357 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)3238 @ 8' 7"13956 (5.50")Passed (23%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1390 @ 9' 7 1/4"7902 Passed (18%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2960 @ 8' 7"11985 Passed (25%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.060 @ 13' 10 3/16"0.323 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.092 @ 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 19' 1" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' 1" o/c unless detailed otherwise.
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 NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 19' 1"N/A 10.4
1 - Uniform (PSF)0 to 19' 1" (Front)5'20.0 35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 18 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"411 1042 1453 None
2 - Trimmer - SPF 3.00"3.00"1.50"411 1042 1453 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)1453 @ 1 1/2"3825 (3.00")Passed (38%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)937 @ 1' 1/4"2498 Passed (38%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1911 @ 2' 10 1/2"3431 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.027 @ 2' 10 1/2"0.183 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.038 @ 2' 10 1/2"0.275 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 5' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 9" 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 NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 9"N/A 7.0
1 - Uniform (PSF)0 to 5' 9"9' 3/4"15.0 40.0 floor
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 19 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"1.74"1097 780 709 2586 None
2 - Trimmer - SPF 3.00"3.00"1.74"1097 780 709 2586 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)2214 @ 1 1/2"3825 (3.00")Passed (58%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1380 @ 1' 1/4"2872 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)2490 @ 3' 3"3431 Passed (73%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.037 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 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 NH; plan dated 4/2/2019.
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 (PLF)0 to 9"N/A 100.0 --gable
4 - Uniform (PSF)0 to 9"3'20.0 -35.0 roof
5 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 roof
6 - Uniform (PLF)5' 9" to 6' 6"N/A 100.0 --gable
7 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch
8 - Point (lb)9"N/A 207 -289
Linked from: Wdw
Hdr Bed #3, Support
1
9 - Point (lb)5' 9"N/A 207 -289
Linked from: Wdw
Hdr Bed #3, Support
2
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 20 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"3.16"1328 3380 4708 Blocking
2 - Hanger on 11 7/8" SPF beam 5.50"Hanger¹1.50"1280 3263 4543 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)4115 @ 8' 11 1/2"4725 (1.50")Passed (87%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3177 @ 7' 11 5/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)8930 @ 4' 7 7/16"15953 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.136 @ 4' 7 5/8"0.216 Passed (L/758)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.190 @ 4' 7 5/8"0.431 Passed (L/544)--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' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 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 Connector not found N/A N/A N/A N/A
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 8' 11 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
4/11/2019 4:25:25 PM
Page 21 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"2.00"884 2097 82 3063 Blocking
2 - Stud wall - SPF 5.50"5.50"1.86"822 1939 82 2843 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)2981 @ 4"8181 (5.50")Passed (36%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2661 @ 1' 5 3/8"8590 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5167 @ 2' 3"15953 Passed (32%)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 downMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/2/2019.
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 1328 3380 -
Linked from: Flush
Beam Foyer, Support
1
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 22 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None
2 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 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)2227 @ 0 2869 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)999 @ 10 3/4"4308 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1810 @ 1' 7 1/2"5919 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.005 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.008 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 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' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Great Room Side WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 10.6
1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -floor
2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --wall
3 - Uniform (PSF)0 to 3' 3"23'20.0 -35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 23 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
3 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"1.56"1736 4200 5936 Blocking
2 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 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)5936 @ 4"20934 (5.50")Passed (28%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--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 15' 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 NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 21.5
1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 24 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 25 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"632 45 906 1583 None
2 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 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)1538 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)313 @ 10 3/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)865 @ 1' 1 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.003 @ 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.
Main Level, Pantry WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0
1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -floor
2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --wall
3 - Uniform (PSF)0 to 2' 3"23'20.0 -35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 26 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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"704 752 179 1635 None
2 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1635 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)1456 @ 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)692 @ 10 3/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1243 @ 1' 8 1/2"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.005 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 8 1/2"0.171 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' 5" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" 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 NH; plan dated 4/2/2019.
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' 5"N/A 7.0
1 - Uniform (PSF)0 to 3' 5"11'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 3' 5"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 5"1'100.0 --Wall - Gable
4 - Uniform (PSF)0 to 3' 5"3'20.0 -35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 27 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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.
•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 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"361 913 1274 See note ¹
2 - Stud wall - SPF 3.50"3.50"1.50"347 873 1220 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)1146 @ 3 1/2"1913 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)801 @ 1' 3/4"2498 Passed (32%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1468 @ 2' 10 1/4"3431 Passed (43%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.018 @ 2' 10 1/4"0.128 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.025 @ 2' 10 1/4"0.256 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' 4" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 4" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Stairs Flush BeamMEMBER REPORT PASSED
Connector: Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
1 - Face Mount Hanger U210-2 2.00"N/A 14-10d 6-10d None
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)3 1/2" 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
4/11/2019 4:25:25 PM
Page 28 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.22"1120 50 1714 2884 None
2 - Trimmer - SPF 3.00"3.00"1.50"595 50 802 1447 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)2834 @ 1 1/2"3825 (3.00")Passed (74%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1392 @ 1' 1/4"2872 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1807 @ 1'3946 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.003 @ 1' 2 9/16"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.005 @ 1' 2 9/16"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' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Mudroom WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/2/2019.
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' 6"N/A 7.0
1 - Uniform (PSF)0 to 2' 6"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 2' 6"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 1'23'20.0 -35.0 Snow - Main
4 - Point (lb)1'N/A 1000 -1711
Linked from:
Owner's Bathroom
Window, Support 1
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 29 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
3 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 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 Blocking
2 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 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)11872 @ 4"12272 (5.50")Passed (97%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--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 15' 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 NH; plan dated 4/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15'N/A 21.5
1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor
2 - Point (lb)0 (Front)N/A 1736 4200
Linked from: Flush
Beam Dining,
Support 1
3 - Point (lb)15' (Front)N/A 1736 4200
Linked from: Flush
Beam Dining,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 30 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.18"1892 223 2276 4391 None
2 - Trimmer - SPF 3.00"3.00"2.25"1950 227 2353 4530 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)4304 @ 5' 4 1/2"5738 (3.00")Passed (75%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2662 @ 1' 1/4"4308 Passed (62%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5373 @ 2' 9"5919 Passed (91%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.033 @ 2' 8 5/16"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.061 @ 2' 8 3/8"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.
Lower Level, Bedroom# 5 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/2/2019.
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 10.6
1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 2' 9"1'15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)4' 9" to 5' 6"1'15.0 40.0 -Floor - Upper Level
5 - Uniform (PLF)0 to 2' 9"N/A 80.0 --Wall - Upper Level
6 - Uniform (PLF)4' 9" to 5' 6"N/A 80.0 --Wall - Upper Level
7 - Uniform (PSF)0 to 2' 9"23'20.0 -35.0 Snow - Main
8 - Uniform (PSF)4' 9" to 5' 6"23'20.0 -35.0 Snow - Main
9 - Point (lb)2' 9"N/A 632 45 906 Linked from: Pantry
Window, Support 1
10 - Point (lb)4' 9"N/A 632 45 906 Linked from: Pantry
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
4/11/2019 4:25:25 PM
Page 31 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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 NH; plan dated 4/2/2019.
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
4/11/2019 4:25:25 PM
Page 32 of 32
20044 Heath Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Maverick
20044 Heath Ave, Lakeville, MN
4/11/2019; #23448
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