HomeMy WebLinkAboutLA169910 - 20384 Greenwood Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
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01: Second Floor
Member Name Results Current Solution Comments
Wdw Hdr Bed #2 Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wdw Hdr Owner's Bath Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wdw Hdr Owner's Suite Rear Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Wdw Hdr Bed #5 Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wdw Hdr Laundry Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wdw Hdr Bed #4 Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wdw Hdr Bed #3 Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
02: Main Floor
Member Name Results Current Solution Comments
Wdw Hdr Kitchen Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Dining Room Patio Door Passed 2 Piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Wdw Hdr Great Rm Rear Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Flush Beam Foyer/Stairwell Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Wdw Hdr Office Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Front Door Hdr Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Porch Drop Beam Front Passed 2 Piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL
16'-0 Garage Door Hdr Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
8'-0 Garage Door Hdr Passed 2 Piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Door Hdr Mudroom Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Flush Beam in Garage Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Dining Room Window Side Passed 3 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Dining Room Window Rear Passed 3 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Flush Beam over Dining Room (H)Passed 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
03: Basement
Member Name Results Current Solution Comments
Wdw Hdr Bed #6 Passed 3 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Beam Stairwell Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Room Window Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bump-out Patio Door Passed 3 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bump-out Window Side Passed 3 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Partial Dropped Beam over Family Room (H)Passed 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
20384 Greenwood Ave, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 1 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.36"1106 1901 3007 None
2 - Trimmer - SPF 3.00"3.00"2.36"1106 1901 3007 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)3007 @ 1 1/2"3825 (3.00")Passed (79%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1890 @ 1' 1/4"2872 Passed (66%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3767 @ 2' 9"3946 Passed (95%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.043 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.067 @ 2' 9"0.262 Passed (L/934)--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' 10" 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.
Second Floor, Wdw Hdr Bed #2MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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"19' 9"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 2 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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"355 223 578 None
2 - Trimmer - SPF 1.50"1.50"1.50"355 223 578 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)578 @ 0 1913 (1.50")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)334 @ 10 3/4"2872 Passed (12%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)614 @ 2' 1 1/2"3946 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.003 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.007 @ 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.
Second Floor, Wdw Hdr Owner's BathMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0
1 - Uniform (PSF)0 to 4' 3"3'20.0 35.0 Snow - Main
2 - Uniform (PLF)0 to 4' 3"N/A 100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 3 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.14"1716 2938 4654 None
2 - Trimmer - SPF 3.00"3.00"2.14"1716 2938 4654 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)4654 @ 1 1/2"6525 (3.00")Passed (71%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3513 @ 1' 1/2"11034 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9316 @ 4' 3"9941 Passed (94%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.256 @ 4' 3"0.275 Passed (L/387)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.405 @ 4' 3"0.412 Passed (L/244)--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 8' 6" o/c unless detailed otherwise.
Second Floor, Wdw Hdr Owner's Suite RearMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 8.7
1 - Uniform (PSF)0 to 8' 6"19' 9"20.0 35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 4 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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.
Second Floor, Wdw Hdr Bed #5MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 (PLF)0 to 5' 6"N/A 100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 5 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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"369 295 664 None
2 - Trimmer - SPF 1.50"1.50"1.50"369 295 664 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)665 @ 0 1913 (1.50")Passed (35%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)347 @ 10 3/4"2872 Passed (12%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)623 @ 1' 10 1/2"3946 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.003 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.006 @ 1' 10 1/2"0.188 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' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Second Floor, Wdw Hdr LaundryMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 9"N/A 7.0
1 - Uniform (PSF)0 to 3' 9"3'20.0 35.0 Snow - Main
2 - Uniform (PLF)0 to 3' 9"N/A 100.0 -Wall - Gable
3 - Uniform (PSF)0 to 3' 9"1' 6"20.0 35.0 Snow - Eyebrow
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 6 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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"653 1123 1776 None
2 - Trimmer - SPF 1.50"1.50"1.50"653 1123 1776 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 S (All Spans)
Shear (lbs)797 @ 10 3/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1443 @ 1' 7 1/2"3946 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.010 @ 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.
Second Floor, Wdw Hdr Bed #4MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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"19' 9"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 7 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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.
Second Floor, Wdw Hdr Bed #3MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 (PLF)0 to 5' 6"N/A 100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 8 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"607 935 117 1659 None
2 - Trimmer - SPF 3.00"3.00"1.85"1757 990 2043 4790 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)4032 @ 4' 3"6525 (3.00")Passed (62%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)945 @ 3' 4"9595 Passed (10%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1714 @ 2' 2 11/16"8645 Passed (20%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.015 @ 2' 1 3/8"0.142 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.027 @ 2' 1 11/16"0.213 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 4' 5" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 5" o/c unless detailed otherwise.
Main Floor, Wdw Hdr KitchenMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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' 4 1/2"N/A 8.7
1 - Uniform (PSF)0 to 4' 4 1/2"11'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 4' 4 1/2"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)4' to 4' 4 1/2"19' 9"20.0 -35.0 Snow - Main
4 - Point (lb)4'N/A 1106 -1901
Linked from: Wdw
Hdr Bed #2, Support
2
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 9 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 2 x 12 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"1.50"857 130 910 1897 None
2 - Trimmer - SPF 3.00"3.00"1.50"857 130 910 1897 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)1767 @ 1 1/2"3825 (3.00")Passed (46%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1121 @ 1' 2 1/4"3493 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2654 @ 3' 3"5306 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.019 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.037 @ 3' 3"0.313 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 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 Floor, Dining Room Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 8.6
1 - Uniform (PSF)0 to 6' 6"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 6"8'20.0 -35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 10 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"352 623/-115 44 1019/-115 None
2 - Trimmer - SPF 4.50"4.50"1.50"896 1936 -259 2832/-259 None
3 - Trimmer - SPF 4.50"4.50"3.71"3989 2583 4645 11217 None
4 - Trimmer - LSL 1.50"1.50"1.50"1019 751/-140 1143 2913/-140 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)9411 @ 7' 8 1/4"11419 (4.50")Passed (82%)--1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (lbs)1927 @ 8' 8"7265 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
Moment (Ft-lbs)-1793 @ 7' 8 1/4"11775 Passed (15%)1.00 1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)0.011 @ 9' 8"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.019 @ 9' 8 1/4"0.191 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 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.
Main Floor, Wdw Hdr Great Rm RearMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 9.7
1 - Uniform (PSF)0 to 6' 6"9'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)6' 6" to 11' 6"11'15.0 40.0 -Floor - Upper Level
3 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper Level
4 - Uniform (PSF)7' 9" to 11' 6"19' 9"20.0 -35.0 Snow - Main
5 - Point (lb)6' 6"N/A 300 800 -Floor Girder
6 - Point (lb)7' 9"N/A 1716 -2938
Linked from: Wdw
Hdr Owner's Suite
Rear, Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 11 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"734 1900 2634 None
2 - Trimmer - SPF 3.00"3.00"1.50"734 1900 2634 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)2634 @ 1 1/2"6525 (3.00")Passed (40%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1537 @ 1' 1/2"9595 Passed (16%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2972 @ 2' 6"8645 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.039 @ 2' 6"0.119 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.054 @ 2' 6"0.237 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' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c unless detailed otherwise.
Main Floor, Flush Beam Foyer/StairwellMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5'N/A 8.7
1 - Uniform (PSF)0 to 5' (Front)19'15.0 40.0 Floor - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 12 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1517 1275 656 3448 None
2 - Trimmer - SPF 3.00"3.00"1.50"1551 1275 666 3492 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)3007 @ 7' 4 1/2"6525 (3.00")Passed (46%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2094 @ 6' 5 1/2"9595 Passed (22%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4506 @ 3' 8 1/4"8645 Passed (52%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.082 @ 3' 8 13/16"0.242 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.163 @ 3' 8 3/4"0.363 Passed (L/532)--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 7' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 6" o/c unless detailed otherwise.
Main Floor, Wdw Hdr OfficeMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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' 6"N/A 8.7
1 - Uniform (PSF)0 to 7' 6"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 7' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 1' 6"2' 6"20.0 -35.0 Snow - Main
4 - Uniform (PLF)0 to 1' 6"N/A 35.0 --Wall - Gable
5 - Uniform (PLF)6' 6" to 7' 6"N/A 35.0 --Wall - Gable
6 - Uniform (PSF)6' 6" to 7' 6"2' 6"20.0 -35.0 Snow - Main
7 - Uniform (PSF)0 to 7' 6"2'21.1 -35.0 Snow - Porch
8 - Point (lb)1' 6"N/A 459 -289 Linked from: Wdw
Hdr Loft, Support 1
9 - Point (lb)6' 6"N/A 459 -289 Linked from: Wdw
Hdr Loft, Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 13 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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"838 581 474 1893 None
2 - Trimmer - SPF 1.50"1.50"1.50"469 581 179 1229 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)1629 @ 0 1913 (1.50")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)499 @ 10 3/4"2498 Passed (20%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)897 @ 1' 8 1/2"3431 Passed (26%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.004 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.007 @ 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 Floor, Front Door HdrMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 3' 5"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 5"3'20.0 -35.0 Snow - Porch
4 - Point (lb)0 N/A 369 -295
Linked from: Wdw
Hdr Laundry,
Support 1
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 14 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 1 3/4" x 7 1/4" 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 5.50"5.50"1.50"226 442 668 None
2 - Column - SPF 5.50"5.50"1.50"1144 1851 2995 Blocking
3 - Stud wall - SPF 5.50"5.50"1.50"536 892 1428 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)2995 @ 7' 11 1/2"13956 (5.50")Passed (21%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1474 @ 8' 9 1/2"6031 Passed (24%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2799 @ 7' 11 1/2"7156 Passed (39%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.161 @ 13' 5 1/2"0.340 Passed (L/762)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.250 @ 13' 5 15/16"0.509 Passed (L/489)--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' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' o/c unless detailed otherwise.
Main Floor, Porch Drop Beam Front MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 11 1/2"N/A 7.9
1 - Uniform (PSF)0 to 7' (Front)4'20.0 35.0 roof
2 - Uniform (PSF)7' to 18' 11 1/2"
(Front)5'20.0 35.0 roof
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 15 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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"1450 733 2183 None
2 - Trimmer - SPF 3.00"3.00"1.50"1450 733 2183 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)2182 @ 1 1/2"7613 (3.00")Passed (29%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1859 @ 1' 2 7/8"9878 Passed (19%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8868 @ 8' 4 1/2"18346 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.203 @ 8' 4 1/2"0.550 Passed (L/973)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.606 @ 8' 4 1/2"0.825 Passed (L/327)--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 12' 10" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise.
Main Floor, 16'-0 Garage Door HdrMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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"2' 6"24.0 35.0 Snow - Garage
2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 16 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"738 383 1121 None
2 - Trimmer - SPF 3.00"3.00"1.50"738 383 1121 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)1121 @ 1 1/2"3825 (3.00")Passed (29%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)816 @ 1' 2 1/4"3493 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2313 @ 4' 4 1/2"5306 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.021 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.060 @ 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 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' 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 Floor, 8'-0 Garage Door HdrMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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"2' 6"24.0 35.0 Snow - Garage
2 - Uniform (PLF)0 to 8' 9"N/A 100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 17 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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"1.67"590 1542 2132 None
2 - Trimmer - SPF 3.00"3.00"1.67"590 1542 2132 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)2132 @ 1 1/2"3825 (3.00")Passed (56%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)826 @ 1' 1/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1520 @ 1' 8"3431 Passed (44%)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)0.009 @ 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 Floor, Door Hdr MudroomMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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"23' 1 1/2"15.0 40.0 Floor - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 18 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
•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 11 7/8" SPF beam 3.00"Hanger¹1.50"2408 303 1460 4171 See note ¹
2 - Trimmer - SPF 5.50"5.50"1.54"2438 307 1476 4221 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)3744 @ 3"4725 (1.50")Passed (79%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3238 @ 1' 2 7/8"9878 Passed (33%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)13726 @ 7' 7"18346 Passed (75%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.283 @ 7' 7"0.489 Passed (L/621)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.751 @ 7' 7"0.733 Passed (L/234)--1.0 D + 1.0 S (All 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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 10" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise.
Main Floor, Flush Beam in GarageMEMBER REPORT PASSED
Connector: Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
1 - 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 IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)3" to 15' 3"N/A 13.0
1 - Uniform (PSF)0 to 15' 3" (Front)2'20.0 -35.0 Snow - Main
2 - Uniform (PSF)0 to 15' 3" (Front)1'15.0 40.0 -Floor - Upper Level
3 - Uniform (PLF)0 to 15' 3" (Front)N/A 80.0 --Wall - Upper Level
4 - Uniform (PLF)0 to 15' 3" (Front)N/A 100.0 --Wall - Gable
5 - Uniform (PSF)0 to 15' 3" (Front)3' 6"20.0 -35.0 Snow - Garage
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 19 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"737 110 770 1617 None
2 - Trimmer - SPF 3.00"3.00"1.50"737 110 770 1617 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)1507 @ 1 1/2"9788 (3.00")Passed (15%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)936 @ 1' 1/2"16551 Passed (6%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1888 @ 2' 9"14912 Passed (13%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.013 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.026 @ 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.
Main Floor, Dining Room Window SideMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 13.0
1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 5' 6"8'20.0 -35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 20 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"923 440 324 1687 None
2 - Trimmer - SPF 3.00"3.00"1.50"633 440 135 1208 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)1496 @ 1 1/2"9788 (3.00")Passed (15%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)871 @ 1' 1/2"14393 Passed (6%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1704 @ 2' 3"12967 Passed (13%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.009 @ 2' 8 5/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.024 @ 2' 8 3/16"0.262 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 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.
Main Floor, Dining Room Window RearMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 13.0
1 - Uniform (PSF)0 to 5' 6"4'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 2' 3"3'20.0 -35.0 Snow - Main
4 - Uniform (PLF)0 to 2' 3"N/A 100.0 --Wall - Gable
5 - Point (lb)2' 3"N/A 355 -223
Linked from: Wdw
Hdr Owner's Bath,
Support 1
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 21 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"3.04"4679 3600 5600 13879 None
2 - Trimmer - SPF 5.50"5.50"3.04"4679 3600 5600 13879 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)11579 @ 4"20934 (5.50")Passed (55%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3703 @ 1' 7 1/2"13965 Passed (27%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)13590 @ 6'36387 Passed (37%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.108 @ 6'0.283 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.152 @ 6'0.567 Passed (L/894)--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 12' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' o/c unless detailed otherwise.
Main Floor, Flush Beam over Dining Room (H)MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12'N/A 21.5
1 - Uniform (PSF)0 to 12' (Front)15'15.0 40.0 -Floor - Upper Level
2 - Point (lb)0 (Front)N/A 3200 -5600 Roof Girder
3 - Point (lb)12' (Front)N/A 3200 -5600 Roof Girder
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 22 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"975 1681 -93 2656/-93 None
2 - Trimmer - SPF 3.00"3.00"1.50"1231 2235 -167 3466/-167 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)3465 @ 5' 4 1/2"9788 (3.00")Passed (35%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2842 @ 4' 5 1/2"14393 Passed (20%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5306 @ 3' 6"12967 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.043 @ 2' 10 1/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.066 @ 2' 10 1/16"0.262 Passed (L/958)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Basement, Wdw Hdr Bed #6MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 13.0
1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Point (lb)3' 6"N/A 896 1936 -259
Linked from: Wdw
Hdr Great Rm Rear,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 23 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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"1.86"657 1710 2367 None
2 - Trimmer - SPF 3.00"3.00"1.86"657 1710 2367 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)2367 @ 1 1/2"3825 (3.00")Passed (62%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1293 @ 1' 1/4"2498 Passed (52%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2375 @ 2' 3"3431 Passed (69%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.020 @ 2' 3"0.106 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.028 @ 2' 3"0.213 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' 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.
Basement, Beam StairwellMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 6"N/A 7.0
1 - Uniform (PSF)0 to 4' 6" (Front)19'15.0 40.0 Floor - Main Level
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 24 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 6.00"6.00"2.68"4231 5386 2588 12205 None
2 - Trimmer - SPF 6.00"6.00"3.24"5126 5384 4238 14748 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)12343 @ 8' 7 1/2"22838 (6.00")Passed (54%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)8825 @ 7' 6 1/8"14817 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)17475 @ 5' 1"23930 Passed (73%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.150 @ 4' 7 3/16"0.275 Passed (L/661)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.255 @ 4' 7 3/16"0.412 Passed (L/388)--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 9' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' o/c unless detailed otherwise.
Basement, Family Room WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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'N/A 19.5
1 - Uniform (PSF)0 to 9'11'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 9'N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 2' 6"10' 9"15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)0 to 2' 6"19' 9"20.0 -35.0 Snow - Main
5 - Uniform (PSF)6' to 9'10' 9"15.0 40.0 -Floor - Upper Level
6 - Uniform (PSF)7' 6" to 9'19' 9"20.0 -35.0 Snow - Main
7 - Uniform (PLF)0 to 2' 6"N/A 80.0 --Wall - Upper Level
8 - Uniform (PLF)7' 6" to 9'N/A 80.0 --Wall - Upper Level
9 - Uniform (PSF)0 to 9'7'10.0 40.0 -Floor - Deck
10 - Point (lb)7' 6"N/A 1106 -1901
Linked from: Wdw
Hdr Bed #2, Support
2
11 - Point (lb)6'N/A 1757 990 2043
Linked from: Wdw
Hdr Kitchen, Support
2
12 - Point (lb)2' 6"N/A 607 935 117
Linked from: Wdw
Hdr Kitchen, Support
1
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 25 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1649 1080 384 3113 None
2 - Trimmer - SPF 3.00"3.00"1.50"1417 1080 233 2730 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)2747 @ 1 1/2"9788 (3.00")Passed (28%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1545 @ 1' 1/2"14393 Passed (11%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2430 @ 3' 1 15/16"12967 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.021 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.046 @ 3' 2 3/4"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Basement, Bump-out Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 13.0
1 - Uniform (PSF)0 to 6' 6"4'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 9"4'15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)5' 9" to 6' 6"4'15.0 40.0 -Floor - Upper Level
5 - Uniform (PLF)0 to 9"N/A 80.0 --Wall - Upper Level
6 - Uniform (PLF)5' 9" to 6' 6"N/A 80.0 --Wall - Upper Level
7 - Uniform (PLF)0 to 9"N/A 100.0 --Wall - Gable
8 - Uniform (PLF)5' 9" to 6' 6"N/A 100.0 --Wall - Gable
9 - Uniform (PSF)0 to 9"3'20.0 -35.0 Snow - Main
10 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 Snow - Main
11 - Point (lb)9"N/A 923 440 324
Linked from: Dining
Room Window Rear,
Support 1
12 - Point (lb)5' 9"N/A 633 440 135
Linked from: Dining
Room Window Rear,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 26 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1062 220 770 2052 None
2 - Trimmer - SPF 3.00"3.00"1.50"1062 220 770 2052 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)1832 @ 1 1/2"9788 (3.00")Passed (19%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)270 @ 1' 1/2"14393 Passed (2%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)545 @ 2' 9"12967 Passed (4%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.002 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.008 @ 2' 9"0.262 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' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Basement, Bump-out Window SideMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
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 13.0
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 - Point (lb)0 N/A 737 110 770
Linked from: Dining
Room Window Side,
Support 1
4 - Point (lb)5' 6"N/A 737 110 770
Linked from: Dining
Room Window Side,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 27 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
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 Snow Total Accessories
1 - Column - PSL 5.25"5.25"4.26"6495 8100 5600 20195 Blocking
2 - Column - PSL 5.25"5.25"4.26"6495 8100 5600 20195 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)16770 @ 3 3/4"20672 (5.25")Passed (81%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4627 @ 1' 7 1/4"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)17026 @ 6'36387 Passed (47%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.137 @ 6'0.284 Passed (L/999)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.192 @ 6'0.569 Passed (L/712)--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 12' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' o/c unless detailed otherwise.
Basement, Partial Dropped Beam over Family Room (H)MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 1/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12'N/A 21.5
1 - Uniform (PSF)0 to 12' (Front)18' 9"15.0 40.0 -Floor - Main Level
2 - Point (lb)0 (Front)N/A 4679 3600 5600
Linked from: Flush
Beam over Dining
Room (H), Support 1
3 - Point (lb)12' (Front)N/A 4679 3600 5600
Linked from: Flush
Beam over Dining
Room (H), Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/1/2019 12:21:35 PM
Page 28 of 28
20384 Greenwood Ave, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz
20384 Greenwood Ave, Lakeville, MN
Madison 5
3/1/2019; #23379
0
5
/
2
1
/
1
9
X
K
P