HomeMy WebLinkAboutLA172702 - 17880 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:
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DATE SQUARE FEET PROJECT SHEET UPPER: MAIN: GARAGE: LOWER: PLATE HEIGHTS UPPER: MAIN: POUR: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (612) 327-7582 NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM
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, CONCRETE OR FOUNDATION INSULATION REV. 6 REV. 7 REV. 8 REV. 9 REV. 10 REV. 5 TOTAL: OF 8/6/2019 3:25:56 PM THE GOCOOL RESIDENCE L3, B2 - PHEASANT RUN 3rd ADD'N 17880 ELEMENT AVENUE -LAKEVILLE, MN 55044 OTT0461106 1089 765 8'-1 1/8" 9'-1 1/8" 8'-4" PAYTON XL 8.6.19 CB 7.8.19.CB 2960 8 8
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Upper Level
Member Name Results Current Solution Comments
Bedroom #3 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
Owner's Suite Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stairs Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Closet 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
Main Level
Member Name Results Current Solution Comments
Great Room Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Kitchen Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Pantry Flush Beam (H)Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Mudroom Opening (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stair Beam (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Flush Beam over Foyer/Great
Room (H)
Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Beam over Foyer (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Flush Beam over Entry Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Foyer Entry Door Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Office Front Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Office Left Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Drop Beam over Front Porch (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Garage Entry Door Passed 2 piece(s) 2 x 10 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
Garage 8' OHD Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Powder Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Mud Room Right Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Left Front Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Fireplace Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Left Back Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Lower Level
Member Name Results Current Solution Comments
Family Room Window Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Family Room Patio Door Passed 3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Bedroom #5 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #5 WIC Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bath Door Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
Stair Beam Full Length Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Left Stair Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Room Mechanical Room
Hall
Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
17880 Element Ave. Lakeville, MN
CALC PACKAGE REPORT
ForteWEB Software Operator Job Notes
Kyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
8/1/2019 4:14:00 PM UTC
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
Dead Snow
Vertical Loads Location (Side)Tributary 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"15'20.0 35.0 Snow - Main
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #3 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
Dead Snow
Vertical Loads Location (Side)Tributary 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"15'20.0 35.0 Snow - Main
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #2 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 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' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main
2 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Owner's Suite Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None
2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main
2 - Uniform (PLF)0 to 2' 3"N/A 100.0 -Wall - Gable
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bath Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1768 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1023 @ 10 3/4"2872 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1879 @ 2' 1 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.022 @ 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 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' 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None
2 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None
Dead Snow
Vertical Loads Location (Side)Tributary 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"15'20.0 35.0 Snow - Main
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Stairs Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)936 @ 0 1913 (1.50")Passed (49%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)191 @ 10 3/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)527 @ 1' 1 1/2"3946 Passed (13%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None
2 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 3"15'20.0 35.0 Snow - Main
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Closet Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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3
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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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length 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
Dead Snow
Vertical Loads Location (Side)Tributary 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
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom #4 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5736 @ 7' 9 3/4"5738 (4.50")Passed (100%)--1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (lbs)2586 @ 4' 10 3/4"2872 Passed (90%)1.15 1.0 D + 1.0 S (Alt Spans)
Moment (Ft-lbs)-2220 @ 7' 9 3/4"3946 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
Live Load Defl. (in)0.008 @ 5' 9 1/2"0.129 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.012 @ 5' 9 3/16"0.194 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' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 8" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.05"1107 626/-67 1383 3116/-
67 None
2 - Trimmer - SPF 4.50"4.50"3.37"1841 1566 1704 5111 None
3 - Trimmer - SPF 4.50"4.50"4.50"2491 1566 2761 6818 None
4 - Trimmer - SPF 1.50"1.50"1.50"731 584/-67 789 2104/-
67 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 7 1/2"N/A 7.0 ----
1 - Uniform (PSF)0 to 11' 7 1/2"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 11' 7 1/2"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)5' to 11' 7 1/2"15'20.0 -35.0 Snow - Main
4 - Point (lb)0 N/A 844 -1444
Linked from:
Bedroom #3
Window, Support 1
5 - Point (lb)5'N/A 844 -1444
Linked from:
Bedroom #3
Window, Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Room Window Rear
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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3
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4079 @ 6' 4 1/2"5738 (3.00")Passed (71%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2888 @ 5' 5 3/4"4308 Passed (67%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)5323 @ 4' 6"5919 Passed (90%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.046 @ 3' 4 15/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.083 @ 3' 4 7/8"0.313 Passed (L/900)--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 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1046 1105 581 2732 None
2 - Trimmer - SPF 3.00"3.00"2.13"1815 1105 1913 4833 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ----
1 - Uniform (PSF)0 to 6' 6"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level
3 - Uniform (PSF)4' 6" to 6' 6"15'20.0 -35.0 Snow - Main
4 - Point (lb)4' 6"N/A 844 -1444
Linked from:
Bedroom #2
Window, Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Room Patio Door
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1143 @ 0 1913 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)597 @ 10 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1071 @ 1' 10 1/2"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 1' 10 1/2"0.188 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' 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"430 713 1143 None
2 - Trimmer - SPF 1.50"1.50"1.50"430 713 1143 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 9"9' 6"15.0 40.0 Floor - Upper Level
2 - Uniform (PLF)0 to 3' 9"N/A 80.0 -Wall - Upper Level
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Kitchen Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4553 @ 8' 2"7013 (5.50")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2171 @ 1' 3"9595 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5551 @ 4' 3"8645 Passed (64%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.159 @ 4' 3"0.196 Passed (L/593)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.221 @ 4' 3"0.392 Passed (L/426)--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 8' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"2.41"866 2210 -3076 Blocking
2 - Stud wall - SPF 5.50"5.50"3.57"1744 2210 1535 5489 Blocking
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 8.7 ----
1 - Uniform (PSF)0 to 8' 6" (Front)13'15.0 40.0 -Floor - Upper Level
2 - Point (lb)8' 5" (Front)N/A 878 -1535 Upper (H) Roof
Girder
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Pantry Flush Beam (H)
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1539 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)732 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1314 @ 1' 8 1/2"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 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 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"428 1110 1538 None
2 - Trimmer - SPF 1.50"1.50"1.50"428 1110 1538 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 5"16' 3"15.0 40.0 Floor - Upper Level
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Mudroom Opening (H)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1377 @ 4"7013 (5.50")Passed (20%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)625 @ 1' 2 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1124 @ 2' 3"3431 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.008 @ 2' 3"0.096 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.011 @ 2' 3"0.192 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' 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.50"387 990 1377 None
2 - Trimmer - SPF 5.50"5.50"1.50"387 990 1377 None
Dead Floor Live
Vertical Loads Location (Side)Tributary 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)8'15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)0 to 4' 6" (Front)3'15.0 40.0 Floor - Stairs
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Stair Beam (H)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5330 @ 4"13956 (5.50")Passed (38%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4196 @ 1' 5 3/8"8590 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)10898 @ 5' 3 3/16"15953 Passed (68%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.232 @ 5' 7 3/8"0.269 Passed (L/557)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.339 @ 5' 7 1/16"0.538 Passed (L/380)--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 9' 5" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 5" o/c unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"2.10"1886 3444 739 6069 None
2 - Trimmer - SPF 5.50"5.50"1.50"1113 2561 112 3786 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 5"N/A 13.0 ----
1 - Uniform (PSF)0 to 1' 9" (Front)14'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)1' 9" to 7' 3" (Front)13'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)7' 3" to 11' 5" (Front)9' 6"15.0 40.0 -Floor - Upper Level
4 - Point (lb)1' 9" (Front)N/A 817 582 851
Linked from: Flush
Beam over Foyer
(V), Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Beam over Foyer/Great Room (H)
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8973 @ 1' 2 3/4"17325 (5.50")Passed (52%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)7625 @ 2' 5 3/8"9878 Passed (77%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)13517 @ 3'18346 Passed (74%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.182 @ 6' 1 7/16"0.277 Passed (L/730)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.324 @ 6' 1 3/8"0.553 Passed (L/410)--1.0 D + 0.75 L + 0.75 S (Alt 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).
•Overhang deflection criteria: LL (2L/480) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 4" o/c unless detailed otherwise.
• 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 Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Beam - LSL 5.50"5.50"2.85"3721 998 5252 9971 Blocking
2 - Hanger on 11 7/8" LSL beam 5.50"Hanger¹1.50"817 582 851 2250 See note ¹
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger HUC412 2.50"N/A 16-10d 6-10d
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 3 1/2"N/A 13.0 ----
1 - Uniform (PSF)0 to 12' 9" (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)3' to 12' 9" (Front)1'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)0 to 3' (Front)9' 6"20.0 -35.0 Snow - Main
4 - Point (lb)3' (Front)N/A 1580 677 1909
Linked from: Flush
Beam over Entry
Foyer (H), Support
1
5 - Point (lb)3' (Front)N/A 1891 -3185
Linked from: Girder
over Bedroom 4,
Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Beam over Foyer (V)
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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3
9
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3066 @ 5 1/2"4725 (1.50")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2076 @ 1' 5 3/8"9878 Passed (21%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)4590 @ 4' 1 1/2"18346 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.032 @ 3' 7"0.155 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.058 @ 3' 7"0.310 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 7" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 7" o/c unless detailed otherwise.
• 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 Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Hanger on 11 7/8" LSL beam 5.50"Hanger¹1.50"1580 677 1909 4166 See note ¹
2 - Trimmer - SPF 5.50"5.50"1.50"1547 653 1833 4033 None
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
1 - Face Mount Hanger HUC412 2.50"N/A 22-10d 10-10d
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)5 1/2" to 7'N/A 13.0 ----
1 - Uniform (PSF)0 to 7' (Front)4' 9"15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 2' (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PLF)4' 1 1/2" to 7' (Front)N/A 80.0 --Wall - Upper Level
4 - Uniform (PSF)0 to 2' (Front)15'20.0 -35.0 Snow - Main
5 - Uniform (PSF)4' 1 1/2" to 7' (Front)15'20.0 -35.0 Snow - Main
6 - Point (lb)2' (Front)N/A 345 -591 Linked from: Closet
Window, Support 1
7 - Point (lb)4' 1 1/2" (Front)N/A 345 -591 Linked from: Closet
Window, Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Flush Beam over Entry Foyer (H)
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9714 @ 3"9788 (4.50")Passed (99%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)472 @ 5' 4"11034 Passed (4%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1019 @ 3' 3"9941 Passed (10%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.010 @ 3' 2 15/16"0.200 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.026 @ 3' 2 7/8"0.300 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 6' 5" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 5" o/c unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"4.47"4194 1084 5520 10798 None
2 - Trimmer - SPF 3.00"3.00"1.50"435 4 273 712 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 4 1/2"N/A 8.7 ----
1 - Uniform (PLF)0 to 6' 4 1/2"N/A 80.0 --Wall - Upper Level
2 - Uniform (PSF)0 to 1'2' 3"15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)0 to 1'2'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)1' to 6' 4 1/2"2' 6"20.0 -35.0 Snow - Porch
5 - Point (lb)0 N/A 3721 998 5252
Linked from: Flush
Beam over Foyer
(V), Support 1
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Entry Door
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2434 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1418 @ 5' 5 3/4"2498 Passed (57%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2751 @ 3' 3 1/2"3431 Passed (80%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.036 @ 3' 3 3/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.072 @ 3' 3 1/4"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.91"1315 910 583 2808 None
2 - Trimmer - SPF 3.00"3.00"1.91"1312 910 582 2804 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 6' 6"7'15.0 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"2'20.0 -35.0 Snow - Porch
4 - Uniform (PLF)0 to 6"N/A 160.0 -105.0 Snow - Gable End
5 - Uniform (PLF)5' 9" to 6' 6"N/A 160.0 -105.0 Snow - Gable End
6 - Point (lb)6"N/A 459 -289
Linked from:
Bedroom #4
Window, Support 1
7 - Point (lb)5' 9"N/A 459 -289
Linked from:
Bedroom #4
Window, Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Office Front Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1851 @ 1 1/2"3825 (3.00")Passed (48%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1270 @ 1' 1/4"2872 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2781 @ 3' 3"3946 Passed (70%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.037 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.071 @ 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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"884 130 967 1981 None
2 - Trimmer - SPF 3.00"3.00"1.50"884 130 967 1981 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 6' 6"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' 6"20.0 -35.0 Snow - Main
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Office Left Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2771 @ 11' 9"7013 (5.50")Passed (40%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1264 @ 10' 9"2872 Passed (44%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2714 @ 11' 9"3946 Passed (69%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.097 @ 5' 9 5/16"0.367 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.151 @ 5' 8 7/8"0.550 Passed (L/875)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 17' 4" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 11" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"452 744 1196 Blocking
2 - Column - SPF 5.50"5.50"2.17"1059 1712 2771 Blocking
3 - Trimmer - SPF 5.50"5.50"1.50"241 488 729 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 19' 1"N/A 7.0 --
1 - Uniform (PSF)0 to 13' (Front)4'20.0 35.0 Snow - Porch
2 - Uniform (PSF)13' to 19' 1" (Front)4' 9"20.0 35.0 Snow - Porch
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Drop Beam over Front Porch (H)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1763 @ 0 1913 (1.50")Passed (92%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)738 @ 10 3/4"2872 Passed (26%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)1359 @ 1' 6 1/2"3946 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.005 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 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' 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"797 370 917 2084 None
2 - Trimmer - SPF 1.50"1.50"1.50"797 370 917 2084 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 ----
1 - Uniform (PSF)0 to 3' 1"6'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 3' 1"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 1"16'20.0 -35.0 Snow - Main
4 - Uniform (PSF)0 to 3' 1"1'20.0 -35.0 Snow - Garage
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Garage Entry Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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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.
Bearing Length 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
Dead Snow
Vertical Loads Location (Side)Tributary 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 - Main
2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Garage 16' OHD
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1197 @ 1 1/2"3825 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)872 @ 1' 2 1/4"3493 Passed (25%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2470 @ 4' 4 1/2"5306 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.025 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.064 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None
2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None
Dead Snow
Vertical Loads Location (Side)Tributary 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 - Main
2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Garage 8' OHD
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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e
2
6
/
3
9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)562 @ 0 1913 (1.50")Passed (29%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)153 @ 10 3/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)287 @ 1'3946 Passed (7%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 1 1/16"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 1 1/16"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"387 45 175 607 None
2 - Trimmer - SPF 1.50"1.50"1.50"323 45 136 504 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ----
1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper Level
3 - Uniform (PLF)5" to 2' 3"N/A 160.0 -105.0 Snow - Gable End
4 - Point (lb)5"N/A 188 -118 Linked from: Bath
Window, Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Powder Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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e
2
7
/
3
9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)417 @ 0 1913 (1.50")Passed (22%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)85 @ 10 3/4"2872 Passed (3%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)235 @ 1' 1 1/2"3946 Passed (6%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 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 2' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"295 45 118 458 None
2 - Trimmer - SPF 1.50"1.50"1.50"295 45 118 458 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ----
1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper Level
3 - Uniform (PLF)0 to 2' 3"N/A 160.0 -105.0 Snow - Gable End
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Mud Room Right Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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e
2
8
/
3
9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)603 @ 0 1913 (1.50")Passed (32%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)270 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)490 @ 1' 7 1/2"3946 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 7 1/2"0.162 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' 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None
2 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 ----
1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --Wall - Upper Level
3 - Uniform (PLF)0 to 3' 3"N/A 160.0 -105.0 Snow - Gable End
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Room Left Front Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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e
2
9
/
3
9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)649 @ 1 1/2"3825 (3.00")Passed (17%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)270 @ 1' 1/4"2872 Passed (9%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)490 @ 1' 9"3946 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 9"0.081 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"459 70 184 713 None
2 - Trimmer - SPF 3.00"3.00"1.50"459 70 184 713 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 3' 6" (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 3' 6" (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PLF)0 to 3' 6" (Front)N/A 160.0 -105.0 Snow - Gable End
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Fireplace
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
a
g
e
3
0
/
3
9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)603 @ 0 1913 (1.50")Passed (32%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)270 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)490 @ 1' 7 1/2"3946 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 7 1/2"0.162 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' 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None
2 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 ----
1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --Wall - Upper Level
3 - Uniform (PLF)0 to 3' 3"N/A 160.0 -105.0 Snow - Gable End
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Room Left Back Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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e
3
1
/
3
9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9059 @ 8' 4 1/2"11419 (3.00")Passed (79%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)8260 @ 7' 5 1/2"10898 Passed (76%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)16134 @ 4' 7/8"17662 Passed (91%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.198 @ 4' 3 7/16"0.275 Passed (L/499)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.341 @ 4' 3 7/16"0.412 Passed (L/291)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.97"3105 4059 1789 8953 None
2 - Trimmer - SPF 3.00"3.00"2.38"3794 4343 2676 10813 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 14.5 ----
1 - Uniform (PSF)0 to 8' 6"8' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)2' 9"N/A 1841 1566 1704
Linked from: Great
Room Window
Rear, Support 2
5 - Point (lb)6' 6"N/A 2491 1566 2761
Linked from: Great
Room Window
Rear, Support 3
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Window
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
a
g
e
3
2
/
3
9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5238 @ 1 1/2"9788 (3.00")Passed (54%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2710 @ 5' 5 1/2"14393 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4956 @ 3' 5 1/2"12967 Passed (38%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.058 @ 3' 3 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.091 @ 3' 3 3/4"0.313 Passed (L/820)--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' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.61"2113 3125 702 5940 None
2 - Trimmer - SPF 4.50"4.50"2.16"3002 3260 2120 8382 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 13.0 ----
1 - Uniform (PSF)0 to 6' 7 1/2"8'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 6' 7 1/2"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 6' 7 1/2"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)6' to 6' 7 1/2"8'15.0 40.0 -Floor - Upper Level
5 - Uniform (PLF)6' to 6' 7 1/2"N/A 80.0 --Wall - Upper Level
6 - Uniform (PSF)6' to 6' 7 1/2"15'20.0 -35.0 Snow - Main
7 - Point (lb)0 N/A 1046 1105 581
Linked from: Dining
Room Patio Door,
Support 1
8 - Point (lb)6'N/A 1815 1105 1913
Linked from: Dining
Room Patio Door,
Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Patio Door
3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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9
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3147 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1993 @ 1' 1/4"2498 Passed (80%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2986 @ 2' 9"3431 Passed (87%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.034 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.057 @ 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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.47"1229 1918 3147 None
2 - Trimmer - SPF 3.00"3.00"2.47"1229 1918 3147 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"7' 6"15.0 40.0 Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 -Wall - Main Level
3 - Uniform (PSF)0 to 1'9' 6"15.0 40.0 Floor - Upper Level
4 - Uniform (PLF)0 to 1'N/A 80.0 -Wall - Upper Level
5 - Uniform (PSF)4' 6" to 5' 6"9' 6"15.0 40.0 Floor - Upper Level
6 - Uniform (PLF)4' 6" to 5' 6"N/A 80.0 -Wall - Upper Level
7 - Point (lb)1'N/A 430 713
Linked from:
Kitchen Window,
Support 1
8 - Point (lb)4' 6"N/A 430 713
Linked from:
Kitchen Window,
Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #5 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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3
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1362 @ 0 1913 (1.50")Passed (71%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)475 @ 10 3/4"2498 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)937 @ 1' 4 1/2"3431 Passed (27%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 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 2' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"469 894 1363 None
2 - Trimmer - SPF 1.50"1.50"1.50"469 894 1363 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level
2 - Uniform (PSF)0 to 2' 9"1'90.0 -Wall - Main Level
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom #5 WIC Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3100 @ 0 3263 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)957 @ 11"9595 Passed (10%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1548 @ 11 13/16"8645 Passed (18%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.010 @ 1' 3 7/8"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.015 @ 1' 3 7/8"0.138 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 2' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"951 2149 3100 None
2 - Trimmer - SPF 1.50"1.50"1.50"579 1174 1753 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 8.7 --
1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level
2 - Uniform (PLF)0 to 2' 9"N/A 90.0 -Wall - Main Level
3 - Uniform (PSF)0 to 7"18' 3"15.0 40.0 Floor - Upper Level
4 - Point (lb)7"N/A 428 1110
Linked from:
Mudroom Opening,
Support 1
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bath Door
2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4104 @ 4' 3"7013 (5.50")Passed (59%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)859 @ 5' 3"2498 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)-1068 @ 4' 3"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 6' 3 7/16"0.098 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.007 @ 6' 3 3/4"0.196 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.50"249 737/-108 986/-
108 None
2 - Column - SPF 5.50"5.50"3.22"1156 2948 4104 None
3 - Trimmer - SPF 5.50"5.50"2.04"704 1891/-88 2595/-
88 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 8' 6" (Front)8'15.0 40.0 Floor - Main Level
2 - Uniform (PSF)0 to 4' 3" (Front)1'15.0 40.0 Floor - Main Level
3 - Uniform (PSF)4' 3" to 8' 6" (Front)3'15.0 40.0 Floor - Stairs
4 - Point (lb)4' 3" (Front)N/A 387 990
Linked from: Stair
Beam (H), Support
1
5 - Point (lb)8' 6" (Front)N/A 387 990
Linked from: Stair
Beam (H), Support
2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Stair Beam Full Length
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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/
3
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4121 @ 3' 11"7013 (5.50")Passed (59%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)202 @ 1'2498 Passed (8%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)363 @ 2' 1/8"3431 Passed (11%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.002 @ 2' 1/8"0.095 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.003 @ 2' 1/8"0.191 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' 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.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 2.75"2.75"1.50"120 281 -401 None
2 - Trimmer - SPF 5.50"5.50"3.23"1246 2875 112 4233 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 ----
1 - Uniform (PSF)0 to 4' 3" (Front)1'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 4' 3" (Front)2' 6"15.0 40.0 -Floor - Stairs
3 - Point (lb)4' 3" (Front)N/A 1113 2561 112
Linked from: Flush
Beam over
Foyer/Great Room
(H), Support 2
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Left Stair Beam
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
P
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/
3
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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1899 @ 0 1913 (1.50")Passed (99%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1030 @ 10 3/4"2498 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1859 @ 1' 11 1/2"3431 Passed (54%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.013 @ 1' 11 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.019 @ 1' 11 1/2"0.196 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' 11" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 11" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"528 1371 1899 None
2 - Trimmer - SPF 1.50"1.50"1.50"528 1371 1899 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 11"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 11"17' 6"15.0 40.0 Floor - Main Level
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 evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 5/23/2019.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Mechanical Room Hall
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 8/1/2019 4:14:00 PM UTCKyle Hoffman, EWP Specialist
Lyman Lumber Company
(952) 470-4864
kyle_hoffman@lymanlumber.com
ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2
File Name: 17880 Element Ave. Lakeville, MN
Topaz - Payton XL
17880 Element Ave. Lakeville, MN
7/31/2019; #23650
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3
9
1
1
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2
0
0
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9
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/
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K
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