HomeMy WebLinkAboutLA179347 19933 Henley Lane Permit Pack4th
RESIDENTIAL 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:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
Secure door closed until deck is
constructed with a separate permit.
Concept Approval ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
03/31/2020dmathews
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
CO
CO
CS-PF CS-PF
-Min. 15" clearance to any
obstruction from center of
W.C., 24" in front(typ).
R-4 on pipe in attic
Only if the 1.5 times
wall length works for
the entire length of
the step down wall.
SCOPE OF WORK:
INDEX:
S1 - Scope, Index, and Certification
S2 - General Notes
S3 - Step Footing Detail
S4 - Frost Wall Detail
S5 - Lookout Wall Detail
S6 - Full Height Wall Detail
MATERIALS:
Reinforcing Steel: Grade 40 (40 ksi) for #4 and smaller bars
Grade 60 (60 ksi) for #5 bars and larger
Rebar Substitution Notes:
1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel.
2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing.
Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements
Minimum 28 day compressive strength of 3000 psi for walls
Minimum 28 day compressive strength of 5000 psi for footings
Backfill Soil:Sand - 30 psf/ft effective lateral pressure
Sandy Clay (SC) - 45 psf/ft effective lateral pressure
Clay - 60 psf/ft effective lateral pressure
SITE ADDRESS:
Street:
City:
State:MN Zip:Craig Oswell, PE (MN #42341)
Oswell Engineering and Consulting, L.L.C.
Project Name:2020 Standardized Concrete Foundation Drawings
Description:Scope of Work, Index, and Certification
Project #19.100
Client Name:Kopp Concrete Inc.
Client Address:16455 122th Street, Becker, MN 55308
34
2020 Standardized Concrete Foundation Drawings
1/1/2020
The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients.
These drawings are to be provided to the building inspection department as part of the permit package.
These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential
cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and
methods of construction for shoring, water-proofing, insulation, flashing, control and construction joints,
and all other non-structural requirements are to be by others in accordance with the Code and standard
industry practice. These drawings are valid until the end of 2020.
1901 E Hennepin Ave, #201
Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor
resistance equivalent to 5000 psi
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional engineer under the laws of the state
of Minnesota.
Page S1 of S6
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
GENERAL NOTES:
1.Wall thicknesses noted are nominal unless specifically stated otherwise.
2.Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall.
3.Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60.
4.Bend horizontal bars or provide matching hooks around all wall corners and intersections.
5.Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided.
6.Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained.
7.
8.
9.Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1.
10.Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.
11.The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings.
12.Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale.
13.
14.
COLD WEATHER GUIDELINES:
1.
2.Concrete is to be delivered to the site in a timely manner.
3.Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised.
4.Do not add additional water. Using water-reducing admixtures is recommended when required.
5.Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground, snow, or ice.
6.Preheating of rebar is not required, however it is to be free of frost, snow, and ice.
7.
Oswell Engineering and Consulting, L.L.C.
Project Name:2020 Standardized Concrete Foundation Drawings
Description:General Notes
Project #19.100
Client Name:Kopp Concrete Inc.
Client Address:16455 122th Street, Becker, MN 55308
34
Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded
into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels
may be bent down for safety and covering then bent back before wall placement.
The following information is general guidelines for the placement of concrete in cold weather conditions. It is the
contractor's responsibility to ensure proper means and methods are followed and that the final in place product is
adequate.
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures
below 10 degrees F and for the whole wall when below zero degrees F.
The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions
expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures
below 20 degrees F.
Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and
intersections. Walls less than 24" in length require only one anchor. Sill plates may overhang the face of the wall
provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.
Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of
adequate shoring is required when the final floor and slab systems are not in place and fully anchored.
Maximum inside window well dimension is 72". Well walls are to be at least 8" thick placed monolithically with
house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and
one additional anchor bolt each side of opening. Opening header by others.
1/1/2020
Fax: 612-886-2966
www.oswellec.com
Page S2 of S6
Phone: 612-720-4639
HIGH FOOTING
LOW FOOTING
FOOTING STEP DETAIL
Oswell Engineering and Consulting, L.L.C.
Project Name:2020 Standardized Concrete Foundation Drawings
Description:Step Footing Detail (NOT TO SCALE)
Project #19.100
Client Name:Kopp Concrete Inc.
Client Address:16455 122th Street, Becker, MN 55308
34
Adjacent steps are to be
placed no closer to either side
of the beam section than twice
the height of the largest step6'-0" maximum step
Optional control joint each end
of beam section by others
24" min(2) bundled #4 horizontal bars
top & bottom w/ 3" min
clearance extended at least
24" minimum beyond each end
of beam section (bar length =
step height + 4')
High footing should be placed
at 1-to-1 (45 degree) line, if
high footing is closer to step
than this line, place beam
section rebar as if it was at
this line as shown
1/1/2020
(beam section)
www.oswellec.com
Page S3 of S6
Phone: 612-720-4639
Fax: 612-886-2966
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Maximum applied
actual load = 4000 plf
uniform or 12,000
pound concentrated 6" minimum thick cast-in-place
concrete foundation wall
Wall framing by others
WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL
Note: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wall
Oswell Engineering and Consulting, L.L.C.
Project Name:2020 Standardized Concrete Foundation Drawings
Description:Frost Wall Detail (NOT TO SCALE)
Project #19.100
Client Name:Kopp Concrete Inc.
Client Address:16455 122th Street, Becker, MN 55308
34
Grade to be at least 6" below top
of wall
Sill plate by others w/ 1/2"
diameter anchor bolts w/ 7"
minimum embed & standard
washers @ 72" o.c. max or
equivalent metal strap anchors
(Anchor bolt clearance between
edge of both wall and sill plate is
to be 2")
6" minimum thick cast-in-place
concrete wall
Page S4 of S6
(1)#4 continuous horizontal bar
w/in 18" of top of wall
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
#4 x 2'-0" long dowels @ 72" o.c.
max w/ 5" minimum embed
Unreinforced concrete strip
footing per Code by others,
provide frost protection per Code
as required
1/1/2020
Optional slab ledge, maximum
stem height is 12" w/ width to
match sill plate
Wall framing by others
6" wall spacing:
8"+ wall spacing:
LOOKOUT WALL DETAIL
Oswell Engineering and Consulting, L.L.C.
Project Name:2020 Standardized Concrete Foundation Drawings
Description:Lookout Wall Detail (NOT TO SCALE)
Project #19.100
Client Name:Kopp Concrete Inc.
Client Address:16455 122th Street, Becker, MN 55308
34
Grade to be at least 6" below top
of wall
Sill plate by others w/ 1/2"
diameter anchor bolts w/ 7"
minimum embed & standard
washers @ 72" o.c. max or
equivalent metal strap anchors
(Anchor bolt clearance between
edge of both wall and sill plate is
to be 2")
Page S5 of S6
(1)#4 continuous horizontal bar
w/in 18" of top of wall
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
Footing elevation may vary below
slab, provide frost protection per
Code
8" thick x 18" wide minimum
unreinforced concrete strip
footing (16" wide minimum for
maximum unbalanced grade of 2'-
6" or less), larger footing width
may be required for specific soil
bearing conditions to be
determined per Code by others
6" minimum thick cast-in-place
concrete wall
#4 x 2'-0" long centered
dowels w/ 5" minimum embed
wet set or epoxy grouted in
place
32" o.c. max for sand & 24"
o.c. max for SC & clay
48" o.c. max for sand, 42" o.c.
max for SC, & 36" o.c. max for
clay
1/1/2020 3'-2" max
Wood floor & wall framing by others
Grade to be at least 6" below top of wall
BASEMENT WALL DETAIL
Table Notes:
(1) =
(2) =
Allowed alternate anchors are:
Oswell Engineering and Consulting, L.L.C.
Project Name:2020 Standardized Concrete Foundation Drawings
Description:Full Height Wall Detail (NOT TO SCALE)
Project #19.100
Client Name:Kopp Concrete Inc.
Client Address:16455 122th Street, Becker, MN 55308
34
Page S6 of S6
Continuous #4 horizontal bars, provide
at least (2) @ 8'-0" clear, (3) @ 9'-0"
clear, & (4) @ 10'-0" clear, At
contractor's option: The lowest wall
horizontal bar may be omitted if (2)#4
continuous horizontal bars are placed in
the footing
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
Unreinforced if concrete is 5000 psi or if
clear height is 4" less
Unreinforced if concrete is 4000 psi or if
clear height is 4" less
Cast-in-place concrete foundation wall
w/ #6 or equivalent vertical bars placed
1.5" from inside face, see table below for
spacing
2x6 minimum sill plate w/ 1/2" diameter
anchor bolts w/ 7" minimum embed & 2"
wide x 1/8" thick square or round
countersunk washers or alternative
anchor (Anchor bolt clearance between
edge of both wall and sill plate is to be
2.5") (see table below for spacing)
Exterior top of wall may have a brick
ledge provided the stem wall formed is
at least 6" thick & no more than 16" high
Connection of floor members to sill plate
to be per Code by others
1/1/2020 Clear Height8' or Less
Bolts
Alternate
NA
NA
36"(1)
NA
NA
Clay
9'Wall
Thickness
8"
10"
12"
#4 x 2'-0" long dowels @ 72" o.c. max w/
5" minimum embed
Sand SC Clay Sand SC
Unreinforced concrete strip footing per
Code by others, elevation below slab
may vary as required
MAB/ST, MASA/FA3, FWAZ, or 1/2"
diameter expansion bolts w/ 6" min embed
(install in accordance with the
manufacturer's recommendations)
10'
Clear Height and Soil Type
Sand SC Clay
Vertical Rebar Spacing
NA
NA
NA
NA 36"
36"(1)
NA
24"
36"
NA
36"
36"(1)
NA
36"(2)
NA
NA
NA
NA
NA
72"
48"
72"
24"
48"
18"
36"(1)
NA
NA
72"
36"
60"
24"
36"
12"
48"
18"
Sill Anchor Spacing
36"
12"
24"
8"
Main Level
Member Name Results Current Solution Comments
36' Hip Master - Load Only Failed 2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
Tub Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Master Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Great Room Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining - Patio Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Dining Bay - Drop Beam Passed 3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL
Dining - Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
House-Garage Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bed #3 Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bed #2 - Front Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bed #2 - Side Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
8' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Roof: Drop Beam Porch Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Lower Level
Member Name Results Current Solution Comments
Family - Left Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family - Right Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Rec Room Patio Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bed #4 Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Office Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Office Doorway Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Mech Doorway Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Floor: Flush Beam - Stairway Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Floor: Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Sharper - 19933 Henley Ave
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 1 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4884 @ 1' 8 3/4"8181 (5.50")Passed (60%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)4461 @ 3' 5 1/2"13766 Passed (32%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)43581 @ 19' 6"44566 Passed (98%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)1.880 @ 19' 6"1.777 Failed (L/227)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)2.988 @ 19' 6"2.369 Failed (L/143)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Overhang deflection criteria: LL (2L/240) and TL (2L/180). Upward deflection on left and right cantilevers exceeds overhang deflection criteria.
•Top Edge Bracing (Lu): Top compression edge must be braced at 1' 5" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 30' 7" o/c based on loads applied, unless detailed otherwise.
•Upward deflection on left and right cantilevers exceeds 0.4".
• 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 - Stud wall - SPF 5.50"5.50"3.28"1837 3046 4883 Blocking
2 - Stud wall - SPF 5.50"5.50"3.28"1837 3046 4883 Blocking
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 39'N/A 18.4 --
1 - Uniform (PSF)0 to 39' (Top)2'17.0 35.0 MN Snow - SOUTH
2 - Uniform (PSF)3' 6" to 35' 6" (Front)3'17.0 35.0 MN Snow - SOUTH
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 G. Wallace
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT FAILED
Main Level, 36' Hip Master - Load Only
2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 2 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5277 @ 5' 4 1/2"5738 (4.50")Passed (92%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)237 @ 1' 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)472 @ 2' 9"3946 Passed (12%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.005 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.008 @ 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' 8" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 8" o/c based on loads applied, 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"136 241 377 None
2 - Trimmer - SPF 4.50"4.50"4.14"1979 3298 5277 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 7 1/2"2' 6"17.0 35.0 MN Snow - SOUTH
2 - Point (lb)5' 6"N/A 1837 3046
Linked from: 36'
Hip Master - Load
Only, 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 G. Wallace
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, Tub
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 3 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4231 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3056 @ 1' 1/2"7902 Passed (39%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7414 @ 3' 9"11985 Passed (62%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.143 @ 3' 9"0.242 Passed (L/609)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.214 @ 3' 9"0.363 Passed (L/406)--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 7' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.67"1410 2822 4232 None
2 - Trimmer - SPF 3.00"3.00"1.67"1410 2822 4232 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 7' 6"21' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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, Master
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 4 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4027 @ 3' 11 1/2"6375 (5.00")Passed (63%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1238 @ 2' 11 3/4"2872 Passed (43%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-1450 @ 3' 11 1/2"3946 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.007 @ 1' 11 5/16"0.128 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.010 @ 1' 11 1/8"0.192 Passed (L/999+)--1.0 D + 1.0 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' 10" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 10" o/c based on loads applied, 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"503 1073 1576 None
2 - Trimmer - SPF 5.00"5.00"3.16"1299 2728 4027 None
3 - Trimmer - SPF 5.00"5.00"3.16"1299 2728 4027 None
4 - Trimmer - SPF 3.00"3.00"1.50"503 1073 1576 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 10"N/A 7.0 --
1 - Uniform (PSF)0 to 11' 10"17' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 5 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6116 @ 1 1/2"7613 (3.00")Passed (80%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)5253 @ 8' 3 1/8"9878 Passed (53%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)17452 @ 5' 11 7/16"18346 Passed (95%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.253 @ 4' 9 7/8"0.308 Passed (L/439)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.393 @ 4' 10"0.463 Passed (L/282)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.41"2129 3987 6116 None
2 - Trimmer - SPF 3.00"3.00"2.14"1969 3460 5429 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 6"N/A 13.0 --
1 - Uniform (PSF)0 to 6'19' 6"17.0 35.0 MN Snow - SOUTH
2 - Point (lb)6'N/A 1837 3046
Linked from: 36'
Hip Master - Load
Only, Support 1
3 - Uniform (PSF)6' to 9' 6"2' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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 - Patio Door
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 6 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1467 @ 4"17573 (5.50")Passed (8%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1151 @ 11"8064 Passed (14%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2648 @ 4' 3"3971 Passed (67%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.250 @ 4' 3"0.392 Passed (L/376)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.380 @ 4' 3"0.522 Passed (L/248)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"1.50"500 967 1467 None
2 - Trimmer - SPF 5.50"5.50"1.50"500 967 1467 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 7.2 --
1 - Uniform (PSF)0 to 8' 6" (Top)6' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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 Bay - Drop Beam
3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 7 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)377 @ 1 1/2"3825 (3.00")Passed (10%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)237 @ 1' 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)472 @ 2' 9"3946 Passed (12%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.005 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.008 @ 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 based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, 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"136 241 377 None
2 - Trimmer - SPF 3.00"3.00"1.50"136 241 377 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"2' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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 - Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 8 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1398 @ 1 1/2"3825 (3.00")Passed (37%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)542 @ 1' 1/4"2872 Passed (19%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)997 @ 1' 8"3946 Passed (25%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.004 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.006 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c based on loads applied, 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"465 933 1398 None
2 - Trimmer - SPF 3.00"3.00"1.50"465 933 1398 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 4"16'17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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, House-Garage
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 9 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3368 @ 1 1/2"7613 (3.00")Passed (44%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2138 @ 1' 1/2"7902 Passed (27%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4498 @ 2' 11 13/16"11985 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.060 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.089 @ 3'0.287 Passed (L/773)--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' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c based on loads applied, 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"1122 2246 3368 None
2 - Trimmer - SPF 3.00"3.00"1.50"1082 2164 3246 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6'N/A 10.4 --
1 - Uniform (PSF)0 to 1' 6"22' 6"17.0 35.0 MN Snow - SOUTH
2 - Uniform (PSF)1' 6" to 6'20' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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, Front Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 10 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4426 @ 1 1/2"7613 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3197 @ 1' 1/2"7902 Passed (40%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7756 @ 3' 9"11985 Passed (65%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.149 @ 3' 9"0.242 Passed (L/582)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.224 @ 3' 9"0.363 Passed (L/388)--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 7' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.74"1473 2953 4426 None
2 - Trimmer - SPF 3.00"3.00"1.74"1473 2953 4426 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 7' 6"22' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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, Bed #3
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 11 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5281 @ 6' 10 1/2"7613 (3.00")Passed (69%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)4214 @ 5' 11 1/2"7902 Passed (53%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)11557 @ 3' 6"11985 Passed (96%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.166 @ 3' 6"0.225 Passed (L/487)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.261 @ 3' 6"0.338 Passed (L/310)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 2" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c based on loads applied, 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"1347 2331 3678 None
2 - Trimmer - SPF 3.00"3.00"2.08"1871 3410 5281 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 7'N/A 10.4 --
1 - Uniform (PSF)0 to 3' 6"2' 6"17.0 35.0 MN Snow - SOUTH
2 - Uniform (PSF)3' 6" to 7'19' 6"17.0 35.0 MN Snow - SOUTH
3 - Point (lb)3' 6"N/A 1837 3046
Linked from: 36'
Hip Master - Load
Only, 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 G. Wallace
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, Bed #2 - Front
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 12 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)362 @ 1 1/2"3825 (3.00")Passed (9%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)115 @ 1' 1/4"2872 Passed (4%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)228 @ 1' 6"3946 Passed (6%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 6"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 6"0.138 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' o/c based on loads applied, 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"125 236 361 None
2 - Trimmer - SPF 3.00"3.00"1.50"125 236 361 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3'N/A 7.0 --
1 - Uniform (PSF)0 to 3'4' 6"17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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, Bed #2 - Side
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 13 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)879 @ 11"7613 (3.00")Passed (12%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)536 @ 2' 3/8"9878 Passed (5%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)1492 @ 5' 2 1/4"18346 Passed (8%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.019 @ 5' 2 1/16"0.283 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.031 @ 5' 2 1/16"0.425 Passed (L/999+)--1.0 D + 1.0 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).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' o/c based on loads applied, 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"332 547 879 None
2 - Trimmer - SPF 3.00"3.00"1.50"307 507 814 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 10'N/A 13.0 --
1 - Uniform (PSF)0 to 10'3'17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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, 8' OHD
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 14 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1564 @ 2' 3"7613 (3.00")Passed (21%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1123 @ 3' 4 3/8"9878 Passed (11%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)5234 @ 10' 6"18346 Passed (29%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.156 @ 10' 6"0.550 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.353 @ 10' 6"0.825 Passed (L/561)--1.0 D + 1.0 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).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 21' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' o/c based on loads applied, 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"824 740 1564 None
2 - Trimmer - SPF 3.00"3.00"1.50"824 740 1564 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 21'N/A 13.0 --
1 - Uniform (PSF)0 to 21'2'17.0 35.0 MN Snow - SOUTH
2 - Tapered (PLF)0 to 10' 6"N/A 6.0 to 57.0 -Gable
3 - Tapered (PLF)10' 6" to 21'N/A 57.0 to 6.0 -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 G. Wallace
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, 16' OHD
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 15 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3068 @ 7' 1 3/4"7013 (5.50")Passed (44%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1311 @ 8' 1 3/4"2872 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-3067 @ 7' 1 3/4"3946 Passed (78%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.125 @ 13' 6 3/4"0.589 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.185 @ 13' 7 3/16"0.785 Passed (L/763)--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/240) and TL (L/180).
•Top Edge Bracing (Lu): Top compression edge must be braced at 14' 5" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 6" o/c based on loads applied, 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"245 586 831 None
2 - Column - SPF 5.50"5.50"2.41"1062 2006 3068 None
3 - Column - SPF 5.50"5.50"1.50"376 721 1097 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 19' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 7' (Top)6'17.0 35.0 MN Snow - SOUTH
2 - Uniform (PSF)7' to 19' 3" (Top)4'17.0 35.0 MN Snow - SOUTH
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 G. Wallace
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, Roof: Drop Beam Porch
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 16 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7246 @ 1 1/2"11419 (3.00")Passed (63%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)6532 @ 1' 1/2"11854 Passed (55%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)14180 @ 3' 13/16"17977 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.153 @ 3' 7 15/16"0.207 Passed (L/570)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.269 @ 3' 7 7/8"0.363 Passed (L/323)--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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 6" o/c based on loads applied, 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"1.90"3183 1850 3568 8601 None
2 - Trimmer - SPF 3.00"3.00"1.78"2903 1850 3313 8066 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 6"N/A 15.6 ----
1 - Uniform (PSF)0 to 7' 6"12' 4"15.0 40.0 -Floor - LIVING
AREAS
2 - Uniform (PSF)0 to 7' 6"1'115.0 --Wall - 9' Tall
3 - Uniform (PSF)2' 3" to 7' 6"19' 6"17.0 -35.0 MN Snow - SOUTH
4 - Point (lb)2' 3"N/A 1979 -3298 Linked from: Tub,
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 G. Wallace
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 - Left
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 17 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6750 @ 7' 4 1/2"11419 (3.00")Passed (59%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)5158 @ 6' 5 1/2"11854 Passed (44%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)13032 @ 4' 3"17977 Passed (72%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.131 @ 3' 10 1/4"0.207 Passed (L/664)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.226 @ 3' 10 3/16"0.363 Passed (L/384)--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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 6" o/c based on loads applied, 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"1.50"2014 1850 1676 5540 None
2 - Trimmer - SPF 3.00"3.00"1.77"2840 1850 3364 8054 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 6"N/A 15.6 ----
1 - Uniform (PSF)0 to 7' 6"12' 4"15.0 40.0 -Floor - LIVING
AREAS
2 - Uniform (PSF)0 to 7' 6"1'115.0 --Wall - 9' Tall
3 - Uniform (PSF)4' 3" to 7' 6"19' 6"17.0 -35.0 MN Snow - SOUTH
4 - Point (lb)4' 3"N/A 1410 -2822 Linked from:
Master, 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 G. Wallace
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 - Right
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 18 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6257 @ 1 1/2"7613 (3.00")Passed (82%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)5497 @ 1' 2 7/8"9878 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)12828 @ 4' 9"18346 Passed (70%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.182 @ 4' 9"0.264 Passed (L/611)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.324 @ 4' 9"0.463 Passed (L/343)--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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 8" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c based on loads applied, 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"2.47"2738 1963 2728 7429 None
2 - Trimmer - SPF 3.00"3.00"2.47"2738 1963 2728 7429 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 6"N/A 13.0 ----
1 - Uniform (PSF)0 to 9' 6"10' 4"15.0 40.0 -Floor - LIVING
AREAS
2 - Uniform (PSF)0 to 9' 6"1'135.0 --Wall - 10' Tall
3 - Point (lb)2'N/A 1299 -2728 Linked from: Great
Room, Support 2
4 - Point (lb)7' 6"N/A 1299 -2728 Linked from: Great
Room, 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 G. Wallace
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, Rec Room Patio
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 19 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3394 @ 1 1/2"7613 (3.00")Passed (45%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2108 @ 1' 1/2"6872 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4252 @ 2' 9"10422 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.052 @ 2' 9"0.150 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.073 @ 2' 9"0.262 Passed (L/858)--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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1001 2393 3394 None
2 - Trimmer - SPF 3.00"3.00"1.50"1001 2393 3394 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 10.4 --
1 - Uniform (PSF)0 to 5' 6"11' 3"15.0 40.0 Floor - LIVING
AREAS
2 - Uniform (PSF)0 to 5' 6"7'10.0 60.0 Exterior Deck Load
3 - Uniform (PSF)0 to 5' 6"1'115.0 -Wall - 9' Tall
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 G. Wallace
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, Bed #4
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 20 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1020 @ 1 1/2"3825 (3.00")Passed (27%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)642 @ 1' 1/4"2872 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1278 @ 2' 9"3946 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.010 @ 2' 9"0.150 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.023 @ 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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, 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"587 110 433 1130 None
2 - Trimmer - SPF 3.00"3.00"1.50"587 110 433 1130 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - LIVING
AREAS
2 - Uniform (PSF)0 to 5' 6"1'115.0 --Wall - 9' Tall
3 - Uniform (PSF)0 to 5' 6"4' 6"17.0 -35.0 MN Snow - SOUTH
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 G. Wallace
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, Office
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 21 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2241 @ 1 1/2"3825 (3.00")Passed (59%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)868 @ 1' 1/4"2498 Passed (35%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1598 @ 1' 8"3431 Passed (47%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 8"0.088 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c based on loads applied, 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"1.76"741 1500 2241 None
2 - Trimmer - SPF 3.00"3.00"1.76"741 1500 2241 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 4"22' 6"15.0 40.0 Floor - LIVING
AREAS
2 - Uniform (PLF)0 to 3' 4"N/A 100.0 -Interior Wall - 9'
Tall
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 G. Wallace
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, Office Doorway
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 22 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2465 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1092 @ 1' 1/4"2498 Passed (44%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1962 @ 1' 10"3431 Passed (57%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.010 @ 1' 10"0.098 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.015 @ 1' 10"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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 8" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 8" o/c based on loads applied, 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"1.93"815 1650 2465 None
2 - Trimmer - SPF 3.00"3.00"1.93"815 1650 2465 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 8"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 8"22' 6"15.0 40.0 Floor - LIVING
AREAS
2 - Uniform (PLF)0 to 3' 8"N/A 100.0 -Interior Wall - 9'
Tall
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 G. Wallace
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, Mech Doorway
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 23 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2862 @ 4' 1 3/4"4463 (3.50")Passed (64%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)904 @ 5' 3/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)-1139 @ 4' 1 3/4"3431 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 6' 2 9/16"0.114 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.007 @ 2' 9/16"0.199 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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 4" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 4" o/c based on loads applied, 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 Floor Live Total Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"269 788/-103 1057/-
103 Blocking
2 - Stud wall - SPF 3.50"3.50"2.24"806 2056 2862 None
3 - Stud wall - SPF 3.50"3.50"1.50"269 788/-103 1057/-
103 Blocking
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 8' 3 1/2"N/A 7.0 --
1 - Uniform (PSF)0 to 8' 3 1/2" (Top)10' 4"15.0 40.0 Floor - LIVING
AREAS
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 G. Wallace
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, Floor: Flush Beam - Stairway
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 24 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9481 @ 4"20934 (5.50")Passed (45%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)7496 @ 1' 7 1/2"13965 Passed (54%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)33704 @ 7' 9 1/8"36387 Passed (93%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.409 @ 7' 9 13/16"0.429 Passed (L/440)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.619 @ 7' 9 3/4"0.750 Passed (L/291)--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/420) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 9" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 8" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Column - SPF 5.50"5.50"2.49"3251 6230 9481 None
2 - Column - SPF 5.50"5.50"2.28"2818 5856 8674 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 15' 8"N/A 21.5 --
1 - Uniform (PSF)0 to 13' 9" (Top)12' 4"15.0 40.0 Floor - LIVING
AREAS
2 - Uniform (PSF)13' 9" to 15' 8" (Top)10' 4"15.0 40.0 Floor - LIVING
AREAS
3 - Uniform (PSF)0 to 12' (Front)7' 8"15.0 40.0 Floor - LIVING
AREAS
4 - Uniform (PSF)12' to 15' 8" (Front)5' 8"15.0 40.0 Floor - LIVING
AREAS
5 - Uniform (PLF)0 to 12' (Top)N/A 100.0 -Interior Wall - 9'
Tall
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 G. Wallace
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, Floor: Flush Beam
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 2/26/2020 1:58:11 PM UTCGraig Wallace
Builders FirstSource
(612) 656-1626
graig.wallace@bldr.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: Sharper - 19933 Henley Ave
Sharper Homes
19933 Henley Ave
Lakeville, MN
Page 25 / 25
03/17/2020 X
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