HomeMy WebLinkAboutLA167106 17868 Element Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode02/27/2019dmathews
UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
TEMPER glass lessthan 36" from landingVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
R-4 on pipe in attic
01: Upper Level
Member Name Results Current Solution Comments
Owners Suite Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Owners Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom# 2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom# 4 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
02: Main Level
Member Name Results Current Solution Comments
Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Dining Room Patio Door Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Kitchen Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Mudroom Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Garage Flush Beam Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
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
Foyer Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Office Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Porch Dropped Beam Passed 2 Piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL
Foyer Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
03: Lower Level
Member Name Results Current Solution Comments
Bedroom# 5 Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Family Room Patio Door Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Family Room Window Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
4' SR Opening Passed 3 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
17868 Element Ave, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 1 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"2.19"1758 3012 4770 None
2 - Trimmer - SPF 3.00"3.00"2.19"1758 3012 4770 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)4770 @ 1 1/2"6525 (3.00")Passed (73%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3601 @ 1' 1/2"11034 Passed (33%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9550 @ 4' 3"9941 Passed (96%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.262 @ 4' 3"0.275 Passed (L/377)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.415 @ 4' 3"0.412 Passed (L/238)--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' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
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 IDR; plan dated 12/20/2018.
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"20' 3"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 2 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"1.98"927 1595 2522 None
2 - Trimmer - SPF 3.00"3.00"1.98"927 1595 2522 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)2522 @ 1 1/2"3825 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1378 @ 1' 1/4"2872 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2531 @ 2' 3"3946 Passed (64%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.019 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.030 @ 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, 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 IDR; plan dated 12/20/2018.
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"20' 3"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 3 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"2.42"1133 1949 3082 None
2 - Trimmer - SPF 3.00"3.00"2.42"1133 1949 3082 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)3082 @ 1 1/2"3825 (3.00")Passed (81%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1938 @ 1' 1/4"2872 Passed (67%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3861 @ 2' 9"3946 Passed (98%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.044 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.069 @ 2' 9"0.262 Passed (L/911)--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' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Bedroom# 2 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
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"20' 3"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 4 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"670 1152 1822 None
2 - Trimmer - SPF 1.50"1.50"1.50"670 1152 1822 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)1821 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)817 @ 10 3/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1480 @ 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 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, Bedroom# 4 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
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"20' 3"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 5 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
•At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
•¹ See Connector grid below for additional information and/or requirements.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"334 848 1182 Blocking
2 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"350 893 1243 See note ¹
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1098 @ 4' 6 1/2"1913 (1.50")Passed (57%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)711 @ 3' 9 1/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1201 @ 2' 4 1/4"3431 Passed (35%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.011 @ 2' 4 1/4"0.109 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.015 @ 2' 4 1/4"0.219 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 4' 7" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 7" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Stairs Flush BeamMEMBER REPORT PASSED
Connector: Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
2 - Face Mount Hanger U210-2 2.00"N/A 14-10d 6-10d None
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 6 1/2"N/A 7.0
1 - Uniform (PSF)0 to 4' 10" (Front)9'15.0 40.0 Floor - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 6 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"342 623/-126 45 1010/-126 None
2 - Trimmer - SPF 4.50"4.50"1.50"945 2010 -264 2955/-264 None
3 - Trimmer - SPF 4.50"4.50"4.58"4246 2732 4894 11872 None
4 - Trimmer - SPF 1.50"1.50"1.50"1014 734/-157 1171 2919/-157 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)9966 @ 7' 8 1/4"9788 (4.50")Passed (102%)--1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (lbs)1910 @ 6' 8 1/2"9595 Passed (20%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)-1908 @ 7' 8 1/4"8645 Passed (22%)1.00 1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)0.017 @ 9' 8"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.029 @ 9' 8 5/16"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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c unless detailed otherwise.
Main Level, Great 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 12/20/2018.
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 8.7
1 - Uniform (PSF)0 to 6' 6"9'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)6' 6" to 11' 6"10' 9"15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)0 to 11' 6"1'80.0 --Wall - Upper Level
4 - Uniform (PSF)7' 6" to 11' 6"20' 3"20.0 -35.0 Snow - Main
5 - Point (lb)6' 6"N/A 465 1030 -Floor Girder
6 - Point (lb)7' 6"N/A 1758 -3012
Linked from: Owners
Suite Window,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 7 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.41"2272 1430 2519 6221 None
2 - Trimmer - SPF 3.00"3.00"1.61"1519 1430 1202 4151 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)5234 @ 1 1/2"6525 (3.00")Passed (80%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3650 @ 1' 1/2"11034 Passed (33%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)8218 @ 3'9941 Passed (83%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.117 @ 3'0.208 Passed (L/639)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.208 @ 3'0.313 Passed (L/361)--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 5' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
Main Level, Dining Room Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
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 8.7
1 - Uniform (PSF)0 to 6' 6"11'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3'20' 3"20.0 -35.0 Snow - Main
4 - Point (lb)3'N/A 927 -1595
Linked from: Owners
Bath Window,
Support 1
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 8 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"1.90"1805 990 2126 4921 None
2 - Trimmer - SPF 3.00"3.00"1.50"571 990 -1561 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)4142 @ 1 1/2"6525 (3.00")Passed (63%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)838 @ 1' 1/2"9595 Passed (9%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1566 @ 2' 3"8645 Passed (18%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.015 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.024 @ 2' 3"0.213 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 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.
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 IDR; plan dated 12/20/2018.
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' 6"N/A 8.7
1 - Uniform (PSF)0 to 4' 6"11'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 4' 6"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3"20' 3"20.0 -35.0 Snow - Main
4 - Point (lb)3"N/A 1133 -1949
Linked from:
Bedroom# 2
Window, Support 1
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 9 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"1.53"538 1407 1945 None
2 - Trimmer - SPF 1.50"1.50"1.53"538 1407 1945 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)1945 @ 0 1913 (1.50")Passed (102%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)815 @ 10 3/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1499 @ 1' 6 1/2"3431 Passed (44%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 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, Mudroom DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
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"22' 9 3/4"15.0 40.0 Floor - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 10 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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.
•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 4.00"Hanger¹1.50"2627 306 1739 4672 See note ¹
2 - Stud wall - SPF 5.50"5.50"1.96"2634 306 1739 4679 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)4183 @ 4"7088 (1.50")Passed (59%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3617 @ 1' 3 7/8"14817 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)15293 @ 7' 7 3/4"27519 Passed (56%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.221 @ 7' 7 3/4"0.366 Passed (L/795)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.555 @ 7' 7 3/4"0.731 Passed (L/316)--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 14' 7" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise.
Main Level, Garage Flush BeamMEMBER 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 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)4" to 15' 3 1/2"N/A 19.5
1 - Uniform (PSF)0 to 15' 3 1/2"
(Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 15' 3 1/2"
(Front)1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 15' 3 1/2"
(Front)3' 6"20.0 -35.0 Snow - Monos
4 - Uniform (PSF)0 to 15' 3 1/2"
(Front)3'20.0 -35.0 Snow - Main
5 - Uniform (PSF)0 to 15' 3 1/2"
(Front)1'100.0 --Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 11 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"912 766 1678 None
2 - Trimmer - SPF 3.00"3.00"1.50"912 766 1678 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)1678 @ 1 1/2"3825 (3.00")Passed (44%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1223 @ 1' 2 1/4"3493 Passed (35%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3464 @ 4' 4 1/2"5306 Passed (65%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.041 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.090 @ 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 IDR; plan dated 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 9"N/A 8.6
1 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Garage
2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable
3 - Uniform (PSF)0 to 8' 9"2'20.0 35.0 Snow - Eyebrow
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 12 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 10" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise.
Main Level, Garage 16' OHDMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0
1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage
2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 13 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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"830 632 396 1858 None
2 - Trimmer - SPF 1.50"1.50"1.50"540 632 212 1384 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 + 0.75 L + 0.75 S (All Spans)
Shear (lbs)633 @ 10 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1047 @ 1' 7 9/16"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.004 @ 1' 7 15/16"0.114 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.008 @ 1' 7 13/16"0.171 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 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, Foyer 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 IDR; plan dated 12/20/2018.
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"9' 3"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 3' 5"1'80.0 --Wall - Upper Level
3 - Point (lb)6"N/A 313 -197 Laundry Window
Support 1
4 - Uniform (PSF)0 to 6"3'20.0 -35.0 Snow - Main
5 - Uniform (PSF)0 to 6"1'100.0 --Wall - Gable
6 - Uniform (PSF)0 to 3' 5"3'20.0 -35.0 Snow - Porch
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 14 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.71"1702 1275 814 3791 None
2 - Trimmer - SPF 3.00"3.00"1.71"1702 1275 814 3791 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)3268 @ 7' 4 1/2"5738 (3.00")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2182 @ 1' 1/4"3746 Passed (58%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4678 @ 3' 9"5147 Passed (91%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.058 @ 3' 9"0.242 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.116 @ 3' 9"0.363 Passed (L/752)--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 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.
•Applicable calculations are based on NDS.
Main Level, Office WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
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 10.6
1 - Uniform (PSF)0 to 7' 6"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 7' 6"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 7' 6"3'20.0 -35.0 Snow - Porch
4 - Point (lb)1' 3"N/A 459 -289 Loft Window Support
1
5 - Point (lb)6' 3"N/A 459 -289 Loft Window Support
1
6 - Uniform (PSF)0 to 1' 3"3'20.0 -35.0 Snow - Main
7 - Uniform (PSF)6' 3" to 7' 6"3'20.0 -35.0 Snow - Main
8 - Uniform (PSF)0 to 1' 3"1'100.0 --Wall - Gable
9 - Uniform (PSF)6' 3" to 7' 6"1'100.0 --Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 15 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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 - Stud wall - SPF 5.50"5.50"1.50"501 837 1338 Blocking
2 - Stud wall - SPF 5.50"5.50"2.23"1265 2051 3316 Blocking
3 - Stud wall - SPF 3.50"3.50"1.50"262 523 785 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)3317 @ 11' 1"8181 (5.50")Passed (41%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1586 @ 10' 3"6031 Passed (26%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-3231 @ 11' 1"7156 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.196 @ 5' 3"0.358 Passed (L/660)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.305 @ 5' 2 9/16"0.538 Passed (L/423)--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).
•Top Edge Bracing (Lu): Top compression edge must be braced at 18' 10" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 10" o/c unless detailed otherwise.
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 IDR; plan dated 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 9 1/2"N/A 7.9
1 - Uniform (PSF)0 to 18' 9 1/2"
(Front)5'20.0 35.0 Snow - Porch
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 16 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Column - SPF 4.50"4.50"3.85"1412 3495 4907 Blocking
2 - Column - SPF 3.50"3.50"2.19"778 2015 2793 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)4906 @ 3"5738 (4.50")Passed (86%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1804 @ 1' 1 3/4"2498 Passed (72%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3257 @ 2' 6 1/8"3431 Passed (95%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.035 @ 2' 7 5/16"0.119 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.048 @ 2' 7 5/16"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 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' 2" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 2" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
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 IDR; plan dated 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 2"N/A 7.0
1 - Uniform (PSF)0 to 5' 2" (Front)19'15.0 40.0 Floor - Upper Level
2 - Point (lb)6" (Front)N/A 681 1583 Floor Girder
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 17 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.02"1413 2988 -161 4401/-161 None
2 - Trimmer - SPF 3.00"3.00"1.72"1203 2542 -103 3745/-103 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)4401 @ 1 1/2"6525 (3.00")Passed (67%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3418 @ 1' 1/2"9595 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6778 @ 2' 2"8645 Passed (78%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.088 @ 2' 8 5/16"0.175 Passed (L/719)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.129 @ 2' 8 5/16"0.262 Passed (L/488)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Lower Level, Bedroom# 5 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 8.7
1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)2' 2"N/A 945 2010 -264
Linked from: Great
Room Window,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 18 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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 4.50"4.50"3.76"3398 3860 2519 9777 None
2 - Trimmer - SPF 4.50"4.50"2.99"2645 3860 1202 7707 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)8183 @ 3"9788 (4.50")Passed (84%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2327 @ 1' 2"9595 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5145 @ 3' 4 1/2"8645 Passed (60%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.096 @ 3' 4 1/2"0.208 Passed (L/783)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.140 @ 3' 4 1/2"0.313 Passed (L/535)--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' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 9" 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 IDR; plan dated 12/20/2018.
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' 9"N/A 8.7
1 - Uniform (PSF)0 to 6' 9"11'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 6' 9"1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 6' 9"7'10.0 40.0 -Floor - Deck
4 - Point (lb)1 1/2"N/A 2272 1430 2519
Linked from: Dining
Room Patio Door,
Support 1
5 - Point (lb)6' 7 1/2"N/A 1519 1430 1202
Linked from: Dining
Room Patio Door,
Support 2
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 19 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"4.31"4556 5195 3323 13074 None
2 - Trimmer - SPF 4.50"4.50"4.25"4492 5175 3232 12899 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)10945 @ 3"11419 (4.50")Passed (96%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)6820 @ 1' 4 3/8"8590 Passed (79%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)16179 @ 4' 6 3/16"15953 Passed (101%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.206 @ 4' 4 1/4"0.275 Passed (L/481)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.351 @ 4' 4 1/4"0.412 Passed (L/282)--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 4' 2" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c unless detailed otherwise.
Lower Level, Family Room WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
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' 9"N/A 13.0
1 - Uniform (PSF)0 to 8' 9"11'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 8' 9"1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 8' 9"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 2'11'15.0 40.0 -Floor - Upper Level
5 - Uniform (PSF)6' to 8' 9"11'15.0 40.0 -Floor - Upper Level
6 - Uniform (PSF)0 to 2'1'80.0 --Wall - Upper Level
7 - Uniform (PSF)6' to 8' 9"1'80.0 --Wall - Upper Level
8 - Uniform (PSF)0 to 2'20' 3"20.0 -35.0 Snow - Main
9 - Uniform (PSF)7' 3" to 8' 9"20' 3"20.0 -35.0 Snow - Main
10 - Point (lb)2'N/A 1805 990 2126 Linked from: Kitchen
Window, Support 1
11 - Point (lb)6'N/A 571 990 -Linked from: Kitchen
Window, Support 2
12 - Point (lb)7' 3"N/A 1133 -1949
Linked from:
Bedroom# 2
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 20 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
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 Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.43"2258 5672 7930 None
2 - Trimmer - SPF 3.00"3.00"1.50"846 2177 3023 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)7930 @ 1 1/2"9788 (3.00")Passed (81%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1649 @ 1' 1/2"14393 Passed (11%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3097 @ 2' 3 1/2"12967 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.024 @ 2' 3 1/2"0.144 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.033 @ 2' 3 1/2"0.217 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 7" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 7" o/c unless detailed otherwise.
Lower Level, 4' SR OpeningMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/20/2018.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 7"N/A 13.0
1 - Uniform (PSF)0 to 4' 7" (Front)23' 9"15.0 40.0 Floor - Main Level
2 - Point (lb)0 (Front)N/A 1412 3495
Linked from: Foyer
Flush Beam, Support
1
Forte v5.4, Design Engine: V7.1.1.3
1/25/2019 2:41:30 PM
Page 21 of 21
17868 Element Ave, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
Topaz - Madison 5
Shliang & Boyang Liu Residence
17868 Element Ave, Lakeville, MN
1/25/2019 Job # 23356
02/12/18XKP