HomeMy WebLinkAboutLA174298 - 5613 Upper 179th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
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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 9/13/2019 9:44:22 AM THE HUTCHINSON RESIDENCE L14, B4 - KNOB HILL 5613 UPPER 179th STREET WEST -LAKEVILLE, MN 55044 1OTT050 78.27.19 CB 516 1328 1047 2891 9.10.19 VL 9.12.19 CB 6.26.19 CB 8'-1 1/8" 8'-1 1/8" 3'-6" THE MORGAN
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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 9/13/2019 9:44:28 AM THE HUTCHINSON RESIDENCE L14, B4 - KNOB HILL 5613 UPPER 179th STREET WEST -LAKEVILLE, MN 55044 7OTT050 78.27.19 CB 516 1328 1047 2891 9.10.19 VL 9.12.19 CB 6.26.19 CB 8'-1 1/8" 8'-1 1/8" 3'-6" THE MORGAN
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01: Upper Level
Member Name Results Current Solution Comments
Loft Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owners Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owners Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owners Suite Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
02: Main Level
Member Name Results Current Solution Comments
Kitchen Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Dropped Beam Passed 2 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Bedroom# 2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Garage 8' OHD Passed 2 Piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Front Porch Dropped Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Foyer Garage Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Foyer Flush Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Foyer Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Living Room Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stairs Flush Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Garage Flush Beam Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
03: Lower Level
Member Name Results Current Solution Comments
Bedroom# 4 Closet Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Room Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom# 4 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom # 4 Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Mechanical / Laundry Opening Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
04: Girders (Sized for point loads only)
Member Name Results Current Solution Comments
Garage (V) Girder Truss Passed 3 Piece(s) 1 3/4" x 20" 2.0E Microllam® LVL
5613 Upper 179th St W, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 1 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"1.78"837 1437 2274 None
2 - Trimmer - SPF 3.00"3.00"1.78"837 1437 2274 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)2274 @ 1 1/2"3825 (3.00")Passed (59%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1242 @ 1' 1/4"2872 Passed (43%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2282 @ 2' 3"3946 Passed (58%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.017 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.027 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Loft WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 6"N/A 7.0
1 - Uniform (PSF)0 to 4' 6"18' 3"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 2 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"404 687 1091 None
2 - Trimmer - SPF 1.50"1.50"1.50"404 687 1091 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)1091 @ 0 1913 (1.50")Passed (57%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)490 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)887 @ 1' 7 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.006 @ 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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Owners Bath WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0
1 - Uniform (PSF)0 to 3' 3"12' 1"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 3 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"668 420 1088 None
2 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 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)1088 @ 1 1/2"3825 (3.00")Passed (28%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)810 @ 1' 1/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2042 @ 4'3946 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.031 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.080 @ 4'0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Owners Suite WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 7.0
1 - Uniform (PSF)0 to 8'3'20.0 35.0 Snow - Main
2 - Uniform (PSF)0 to 8'1'100.0 -Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 4 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"280 476 756 None
2 - Trimmer - SPF 1.50"1.50"1.50"280 476 756 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)756 @ 0 1913 (1.50")Passed (40%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)154 @ 10 3/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)425 @ 1' 1 1/2"3946 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Owners Suite 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 8/27/2019
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"12' 1"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 5 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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 3.00"3.00"1.65"1172 1991 3163 None
2 - Trimmer - SPF 3.00"3.00"1.65"1172 1991 3163 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)3162 @ 1 1/2"5738 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2169 @ 1' 1/4"4308 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4751 @ 3' 3"5919 Passed (80%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.051 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.080 @ 3' 3"0.313 Passed (L/933)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 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, Kitchen WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6
1 - Uniform (PSF)0 to 6' 6"17' 6"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 6 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"2.45"2313 3916 6229 None
2 - Trimmer - SPF 5.50"5.50"2.48"2340 3962 6302 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)6302 @ 12' 1"13956 (5.50")Passed (45%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)4831 @ 10' 11 5/8"9081 Passed (53%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)17503 @ 6' 2 9/16"20525 Passed (85%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.310 @ 6' 2 1/2"0.392 Passed (L/454)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.494 @ 6' 2 1/2"0.587 Passed (L/286)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch: 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 2" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 5" o/c unless detailed otherwise.
Main Level, Dining Room Dropped 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 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 5"N/A 12.1
1 - Uniform (PSF)0 to 2' (Front)15' 6"20.0 35.0 Snow - Main
2 - Uniform (PSF)2' to 12' 5" (Front)16' 3"20.0 35.0 Snow - Main
3 - Uniform (PSF)0 to 12' 5" (Front)2'20.0 35.0 Snow - Monos
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 7 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"1.91"899 1540 2439 None
2 - Trimmer - SPF 3.00"3.00"1.91"899 1540 2439 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)2439 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1534 @ 1' 1/4"2872 Passed (53%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3056 @ 2' 9"3946 Passed (77%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.035 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.055 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Bedroom# 2 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
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"16'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 8 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - PSL 3.00"3.00"1.50"737 459 1196 None
2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1197 @ 1 1/2"3825 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)872 @ 1' 2 1/4"3493 Passed (25%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2470 @ 4' 4 1/2"5306 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.025 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.064 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, 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 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 9"N/A 8.6
1 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable
2 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Garage
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 9 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"611 879 1490 None
2 - Trimmer - SPF 3.00"3.00"1.50"611 879 1490 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)1491 @ 1 1/2"7613 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1270 @ 1' 2 7/8"9878 Passed (13%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6057 @ 8' 4 1/2"18346 Passed (33%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.414 @ 8' 4 1/2"0.825 Passed (L/479)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 16' 9" 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 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0
1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 10 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"355 571 926 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"323 521 844 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)844 @ 7' 7 1/2"4463 (3.50")Passed (19%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)603 @ 6' 8 3/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (Alt Spans)
Moment (Ft-lbs)1431 @ 4' 7/8"3946 Passed (36%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.029 @ 4' 13/16"0.237 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.047 @ 4' 13/16"0.356 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch: 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 10" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 10" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Front Porch Dropped 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 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 9 1/2"N/A 7.0
1 - Uniform (PSF)0 to 7' 9 1/2"
(Front)4'20.0 35.0 Snow - Porch
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 11 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"183 299 482 None
2 - Trimmer - SPF 1.50"1.50"1.50"183 299 482 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)482 @ 0 1913 (1.50")Passed (25%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)229 @ 10 3/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)412 @ 1' 8 1/2"3946 Passed (10%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.002 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 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, Front DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 5"N/A 7.0
1 - Uniform (PSF)0 to 3' 5"5'20.0 35.0 Snow - Porch
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 12 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"416 1079 1495 None
2 - Trimmer - SPF 1.50"1.50"1.50"416 1079 1495 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)1495 @ 0 1913 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)626 @ 10 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1152 @ 1' 6 1/2"3431 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.005 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.007 @ 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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Foyer Garage Service DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
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"17' 6"15.0 40.0 Floor - Upper Level
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 13 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"3.57"2331 676 2979 5986 Blocking
2 - Stud wall - SPF 5.50"5.50"3.57"2333 676 2981 5990 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)5313 @ 7' 7 1/2"8181 (5.50")Passed (65%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3728 @ 6' 8 1/2"7902 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6859 @ 3' 10 3/4"11985 Passed (57%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.118 @ 3' 11 11/16"0.182 Passed (L/741)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.216 @ 3' 11 11/16"0.365 Passed (L/405)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
Main Level, Foyer 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 8/27/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 11 1/2"N/A 10.4
1 - Uniform (PSF)0 to 7' 11 1/2"
(Front)4' 3"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 7' 11 1/2"
(Front)1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 7' 11 1/2"
(Front)2'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 2' (Front)18' 3"20.0 -35.0 Snow - Main
5 - Uniform (PSF)6' to 7' 11 1/2"
(Front)18' 3"20.0 -35.0 Snow - Main
6 - Point (lb)2' (Front)N/A 837 -1437 Linked from: Loft
Window, Support 1
7 - Point (lb)6' (Front)N/A 837 -1437 Linked from: Loft
Window, Support 2
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 14 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1231 288 1302 2821 None
2 - Trimmer - SPF 3.00"3.00"1.61"1992 628 2097 4717 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)4088 @ 3' 10 1/2"7613 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3656 @ 2' 11 1/2"7902 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5158 @ 2' 6"11985 Passed (43%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.026 @ 2' 6"0.125 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.049 @ 2' 6"0.188 Passed (L/921)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' o/c unless detailed otherwise.
Main Level, Foyer WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
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'N/A 10.4
1 - Uniform (PSF)0 to 4'3'20.0 -35.0 Snow - Main
2 - Uniform (PSF)0 to 4'1'100.0 --Wall - Gable
3 - Uniform (PSF)2' 6" to 4'4'15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)2' 6" to 4'1'80.0 --Wall - Upper Level
5 - Point (lb)2' 6"N/A 2331 676 2979
Linked from: Foyer
Flush Beam, Support
1
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 15 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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 3.00"3.00"1.65"1172 1991 3163 None
2 - Trimmer - SPF 3.00"3.00"1.65"1172 1991 3163 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)3162 @ 1 1/2"5738 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2169 @ 1' 1/4"4308 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4751 @ 3' 3"5919 Passed (80%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.051 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.080 @ 3' 3"0.313 Passed (L/933)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 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, Living Room WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6
1 - Uniform (PSF)0 to 6' 6"17' 6"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 16 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"330 771 1101 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"406 979 1385 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)1385 @ 7' 7"5206 (3.50")Passed (27%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)957 @ 6' 8"6872 Passed (14%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2201 @ 4' 2 15/16"10422 Passed (21%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.044 @ 4' 5/16"0.181 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.063 @ 4' 5/16"0.363 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 9" o/c unless detailed otherwise.
Main Level, Stairs Flush BeamMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 7' 9"N/A 10.4
1 - Uniform (PSF)0 to 7' 9" (Front)4'15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)3' 6" to 7' 9"
(Front)3'15.0 40.0 Floor - Stairs
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 17 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Column - PSL 5.50"5.50"3.11"6688 4182 6510 17380 Blocking
2 - Stud wall - SPF 5.50"5.50"1.87"1711 320 2455 4486 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)14707 @ 4"25988 (5.50")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)8206 @ 1' 5 3/8"14817 Passed (55%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)11424 @ 3' 10 7/16"27519 Passed (42%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.106 @ 4' 9 3/4"0.311 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.188 @ 4' 9 1/4"0.467 Passed (L/595)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch: 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' o/c unless detailed otherwise.
Main Level, Garage 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 8/27/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 10'N/A 19.5
1 - Uniform (PSF)0 to 1' (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 1' (Front)1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 1' (Front)3'20.0 -35.0 Snow - Main
4 - Uniform (PSF)0 to 1' (Front)1'100.0 --Wall - Gable
5 - Uniform (PSF)1' to 10' (Front)12'20.0 -35.0 Snow - Garage
6 - Point (lb)1' (Front)N/A 5789 4462 5080
Linked from: Garage
(V) Girder Truss,
Support 1
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 18 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1298 664 1669 3631 None
2 - Trimmer - SPF 1.50"1.50"1.50"811 664 832 2307 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)3048 @ 0 3806 (1.50")Passed (80%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1570 @ 11"7902 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2039 @ 10"11985 Passed (17%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.007 @ 10"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.013 @ 10"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
Lower Level, Bedroom# 4 Closet WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
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 10.4
1 - Uniform (PSF)0 to 2' 3"7' 9"15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 2' 3"1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 2' 3"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 10"17' 6"20.0 -35.0 Snow - Main
5 - Point (lb)10"N/A 1172 -1991 Linked from: Kitchen
Window, Support 1
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 19 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1385 2371 455 4211 None
2 - Trimmer - SPF 3.00"3.00"1.52"1410 2439 455 4304 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)3849 @ 6' 4 1/2"7613 (3.00")Passed (51%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2409 @ 5' 5 1/2"6872 Passed (35%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5288 @ 3' 3 7/16"10422 Passed (51%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.082 @ 3' 3 1/16"0.208 Passed (L/918)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.120 @ 3' 3 1/16"0.313 Passed (L/627)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Lower Level, Family Room Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.4
1 - Uniform (PSF)0 to 3' 3"11'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)3' 3" to 6' 6"12'15.0 40.0 -Floor - Main Level
3 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level
4 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck
5 - Point (lb)0 N/A 283 -455
6 - Point (lb)6' 6"N/A 283 -455
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 20 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.54"2636 2720 2350 7706 None
2 - Trimmer - SPF 3.00"3.00"2.57"2685 2720 2410 7815 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)6532 @ 7' 10 1/2"7613 (3.00")Passed (86%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4803 @ 1' 1/2"7902 Passed (61%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)11458 @ 3'11985 Passed (96%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.208 @ 3' 10 11/16"0.258 Passed (L/448)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.350 @ 3' 10 5/8"0.387 Passed (L/266)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
Lower Level, Family Room WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
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'N/A 10.4
1 - Uniform (PSF)0 to 8'10'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 8'1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 8'7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 3'16'20.0 -35.0 Snow - Main
5 - Point (lb)3'N/A 899 -1540
Linked from:
Bedroom# 2
Window, Support 1
6 - Point (lb)8'N/A 899 -1540
Linked from:
Bedroom# 2
Window, Support 2
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 21 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.17"2464 1440 2603 6507 None
2 - Trimmer - SPF 3.00"3.00"2.17"2464 1440 2604 6508 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)5496 @ 1 1/2"7613 (3.00")Passed (72%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4020 @ 1' 1/2"7902 Passed (51%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)5630 @ 4'10422 Passed (54%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.121 @ 4'0.258 Passed (L/768)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.222 @ 4'0.387 Passed (L/420)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
Lower 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 8/27/2019
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'N/A 10.4
1 - Uniform (PSF)0 to 8'9'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 8'1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 1'17' 6"20.0 -35.0 Snow - Main
4 - Uniform (PSF)7' to 8'17' 6"20.0 -35.0 Snow - Main
5 - Point (lb)1'N/A 1172 -1991
Linked from: Living
Room Window,
Support 1
6 - Point (lb)7'N/A 1172 -1991
Linked from: Living
Room Window,
Support 2
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 22 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"444 1156 1600 None
2 - Trimmer - SPF 1.50"1.50"1.50"444 1156 1600 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)1601 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)671 @ 10 3/4"2498 Passed (27%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1234 @ 1' 6 1/2"3431 Passed (36%)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)0.008 @ 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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Lower Level, Bedroom # 4 DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
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"18' 9"15.0 40.0 Floor - Main Level
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 23 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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"494 1283 1777 None
2 - Trimmer - SPF 1.50"1.50"1.50"494 1283 1777 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)1777 @ 0 1913 (1.50")Passed (93%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)909 @ 10 3/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1629 @ 1' 10"3431 Passed (47%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.010 @ 1' 10"0.122 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.014 @ 1' 10"0.183 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 8" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Lower Level, Mechanical / Laundry Opening MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 8"N/A 7.0
1 - Uniform (PSF)0 to 3' 8"17' 6"15.0 40.0 Floor - Main Level
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 24 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
3 piece(s) 1 3/4" x 20" 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.
•At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
•¹ See Connector grid below for additional information and/or requirements.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Hanger on 20" LSL beam 5.50"Hanger¹3.16"5789 4462 5080 15331 See note ¹
2 - Column - PSL 5.50"5.50"3.28"5798 4411 5099 15308 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)12424 @ 5 1/2"12424 (3.16")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)10474 @ 2' 1 1/2"22943 Passed (46%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)65989 @ 11' 1"81355 Passed (81%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.461 @ 11' 3/4"0.530 Passed (L/552)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.836 @ 11' 3/4"1.060 Passed (L/305)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 4" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' 7" o/c unless detailed otherwise.
Girders (Sized for point loads only), Garage (V) Girder TrussMEMBER REPORT PASSED
Connector: Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
1 - Face Mount Hanger HGU5.50-SDS H=20 5.25"N/A 36-SDS25212 24-SDS25212 None
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 8/27/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)5 1/2" to 22'N/A 30.6
1 - Uniform (PSF)0 to 22' (Front)10' 1"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 22' (Front)1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 22' (Front)1'20.0 -35.0 Snow - Garage
4 - Uniform (PSF)0 to 17' 3" (Front)12' 1"20.0 -35.0 Snow - Main
5 - Uniform (PSF)20' 3" to 22'
(Front)12' 1"20.0 -35.0 Snow - Main
6 - Point (lb)17' 3" (Front)N/A 404 -687
Linked from: Owners
Bath Window,
Support 1
7 - Point (lb)20' 3" (Front)N/A 404 -687
Linked from: Owners
Bath Window,
Support 2
Forte v5.5, Design Engine: V7.3.2.4
9/10/2019 9:59:51 AM
Page 25 of 25
5613 Upper 179th St W, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - The Morgan
Hutchinson Residence
5613 Upper 179th St W, Lakeville, MN
9/10/2019; Job #23736
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Mathews, David
From:Amy Skillestad <amy@kjwalk.com>
Sent:Friday, September 13, 2019 12:13 PM
To:Lisa
Subject:Fwd: Topaz LLC Knob Hill Modifications
Attachments:20190722140125152.pdf; 20190722140118299.pdf; 20190722140110447.pdf;
20190722140052328.pdf; 20190722140102721.pdf
Here is a copy of the email sent to the MPCA with the permit transfers. They are super backed up so nothing is showing
as actually transferred yet.
---------- Forwarded message ---------
From: Amy Skillestad <amy@kjwalk.com >
Date: Mon, Jul 22, 2019 at 2:18 PM
Subject: Topaz LLC Knob Hill Modifications
To: MN_MPCA_CSW < csw.pca@state.mn.us >