HomeMy WebLinkAboutLA175282 - 16625 Duluth Tr 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:
Concept Approval ONLY Subject to Field Inspection Inspector Date2015MN Bldg Code 11/04/2019 dmathews
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Project: 16625 Duluth Trail, Lakeville, MN
Location: Deck Beam 1 (V)
page
of
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
18900 W 78th Street; Chanhassen, MN 55317
StruCalc Version 9.0.3.0 10/11/2019 2:24:07 PM
Multi-Loaded Multi-Span Beam
[2012 International Residential Code(2012 NDS)]
( 3 ) 1.5 IN x 9.25 IN x 14.0 FT
#1 - Southern Pine - Wet Use
Section Adequate By: 64.8%
Controlling Factor: Moment
CAUTIONS
* Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
0.23
0.08
0.30
IN L/736
in
IN L/552
Center
REACTIONS
Live Load
Dead Load
Total Load
Bearing Length
A
840
279
1119
0.66
lb
lb
lb
in
B
840
279
1119
0.66
lb
lb
lb
in
BEAM DATA
Span Length
Unbraced Length-Top
Unbraced Length-Bottom
Live Load Duration Factor
Notch Depth
14
0
14
1.00
0.00
ft
ft
ft
Center
MATERIAL PROPERTIES
#1 - Southern Pine
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
7.0 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.00 CF=1.05 Cr=1.15
Fv =
Cd=1.00 Cm=0.97
E =
Cm=0.90
Fc - ┴ =
Cm=0.67
3918 ft-lb
1119 lb
1000
175
1700
565
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
1208
170
1530
379
psi
psi
ksi
psi
Adjusted
38.94
9.89
145.25
3918
1119
in3
in2
in4
ft-lb
lb
Req'd
64.17
41.63
296.79
6457
4711
in3
in2
in4
ft-lb
lb
Provided
LOADING DIAGRAM
A B14 ft
w
UNIFORM LOADS
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
120
30
10
160
plf
plf
plf
plf
Center
NOTES
Project: 16625 Duluth Trail, Lakeville, MN
Location: Deck Beam 2 (V)
page
of
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
18900 W 78th Street; Chanhassen, MN 55317
StruCalc Version 9.0.3.0 10/11/2019 2:24:08 PM
Multi-Loaded Multi-Span Beam
[2012 International Residential Code(2012 NDS)]
( 2 ) 1.5 IN x 9.25 IN x 5.0 FT
#1 - Southern Pine - Wet Use
Section Adequate By: 366.8%
Controlling Factor: Moment
CAUTIONS
* Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS
Live Load
Dead Load
Total Load
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
0.01
0.00
0.01
IN L/6459
in
IN L/5034
Center
REACTIONS
Live Load
Dead Load
Total Load
Bearing Length
A
500
142
642
0.56
lb
lb
lb
in
B
500
142
642
0.56
lb
lb
lb
in
BEAM DATA
Span Length
Unbraced Length-Top
Unbraced Length-Bottom
Live Load Duration Factor
Notch Depth
5
0
5
1.00
0.00
ft
ft
ft
Center
MATERIAL PROPERTIES
#1 - Southern Pine
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. ┴ to Grain:
Controlling Moment:
2.5 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear:
At right support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Fb =
Cd=1.00 CF=1.05
Fv =
Cd=1.00 Cm=0.97
E =
Cm=0.90
Fc - ┴ =
Cm=0.67
802 ft-lb
-642 lb
1000
175
1700
565
psi
psi
ksi
psi
Base Values
Fb' =
Fv' =
E' =
Fc - ┴' =
1050
170
1530
379
psi
psi
ksi
psi
Adjusted
9.16
5.67
11.03
802
-642
in3
in2
in4
ft-lb
lb
Req'd
42.78
27.75
197.86
3743
3140
in3
in2
in4
ft-lb
lb
Provided
LOADING DIAGRAM
A B5 ft
w
UNIFORM LOADS
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
200
50
7
257
plf
plf
plf
plf
Center
NOTES
02: Main Level
Member Name Results Current Solution Comments
18' Garage Door Opening Passed 2 Piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
9' Garage Door Opening Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Owner's Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wardrobe Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner's Suite Patio Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Patio Door Passed 3 Piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
Dining Room Patio Door Passed 3 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
03: Lower Level
Member Name Results Current Solution Comments
Bedroom #5 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Drop Beam over Exercise Room (V)Passed 3 Piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
Drop Beam over Hallway (V)Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #3 Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Room Patio Door Passed 3 Piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
Bedroom #4 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
16625 Duluth Trail, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 1 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"3.01"2891 4758 7649 None
2 - Trimmer - SPF 3.00"3.00"3.01"2891 4758 7649 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7649 @ 1 1/2"7613 (3.00")Passed (100%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)6221 @ 1' 9"13766 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)34904 @ 9' 4 1/2"44566 Passed (78%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.433 @ 9' 4 1/2"0.617 Passed (L/513)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.696 @ 9' 4 1/2"0.925 Passed (L/319)--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' 10" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 9" o/c unless detailed otherwise.
Main Level, 18' Garage Door OpeningMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 9"N/A 18.4
1 - Uniform (PSF)0 to 18' 9"14' 6"20.0 35.0 Snow - Garage
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 2 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.56"1477 2474 3951 None
2 - Trimmer - SPF 3.00"3.00"1.56"1477 2474 3951 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3951 @ 1 1/2"7613 (3.00")Passed (52%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2946 @ 1' 2 7/8"9878 Passed (30%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9143 @ 4' 10 1/2"18346 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.143 @ 4' 10 1/2"0.317 Passed (L/795)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.229 @ 4' 10 1/2"0.475 Passed (L/498)--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 9' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 9" o/c unless detailed otherwise.
Main Level, 9' Garage Door OpeningMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 9"N/A 13.0
1 - Uniform (PSF)0 to 9' 9"14' 6"20.0 35.0 Snow - Garage
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 3 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"546 930 1476 None
2 - Trimmer - SPF 1.50"1.50"1.50"546 930 1476 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1476 @ 0 1913 (1.50")Passed (77%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)854 @ 10 3/4"2872 Passed (30%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1568 @ 2' 1 1/2"3946 Passed (40%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.012 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.018 @ 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.
Main Level, Owner's Bath WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0
1 - Uniform (PSF)0 to 4' 3"12' 6"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 4 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"230 144 374 None
2 - Trimmer - SPF 1.50"1.50"1.50"230 144 374 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)374 @ 0 1913 (1.50")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)130 @ 10 3/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)257 @ 1' 4 1/2"3946 Passed (7%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 4 1/2"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 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.
Main Level, Wardrobe WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 7.0
1 - Uniform (PSF)0 to 2' 9"3'20.0 35.0 Snow - Main
2 - Uniform (PLF)0 to 2' 9"N/A 100.0 -Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 5 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)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.
Main Level, Owner's Suite Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 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
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 6 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
3 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"2.24"3246 5276 8522 None
2 - Trimmer - SPF 4.50"4.50"2.24"3246 5276 8522 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8522 @ 3"17128 (4.50")Passed (50%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)6614 @ 1' 10 1/2"20648 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)33588 @ 8' 4 1/2"66849 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.219 @ 8' 4 1/2"0.542 Passed (L/890)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.354 @ 8' 4 1/2"0.813 Passed (L/551)--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' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise.
Main Level, Great Room Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 27.6
1 - Uniform (PSF)0 to 16' 9"18'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 7 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"1.69"2411 4016 6427 None
2 - Trimmer - SPF 4.50"4.50"1.69"2411 4016 6427 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6427 @ 3"17128 (4.50")Passed (38%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)5051 @ 1' 4 3/8"13622 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)18911 @ 6' 4 1/2"30788 Passed (61%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.240 @ 6' 4 1/2"0.408 Passed (L/613)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.384 @ 6' 4 1/2"0.613 Passed (L/383)--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 12' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 9" o/c unless detailed otherwise.
Main Level, Dining Room Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 9"N/A 18.2
1 - Uniform (PSF)0 to 12' 9"18'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 8 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"895 130 341 1366 None
2 - Trimmer - SPF 4.50"4.50"3.64"3819 135 5412 9366 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9232 @ 6' 4 1/2"11419 (4.50")Passed (81%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)848 @ 1' 1/2"7902 Passed (11%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)1876 @ 3' 3"11985 Passed (16%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.012 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.042 @ 3' 3"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' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c unless detailed otherwise.
Lower Level, Bedroom #5 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 10.4
1 - Uniform (PSF)0 to 6' 7 1/2"1'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 6' 7 1/2"N/A 90.0 --Wall - Main Level
3 - Point (lb)6' 7 1/2"N/A 2890 -5058 Roof Girder
4 - Uniform (PSF)0 to 6' 7 1/2"3'20.0 -35.0 Snow - Main
5 - Uniform (PLF)0 to 6' 7 1/2"N/A 100.0 --Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 9 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
3 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 3.50"3.50"2.41"2661 6500 9161 None
2 - Trimmer - SPF 3.50"3.50"2.41"2661 6500 9161 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9161 @ 2"13322 (3.50")Passed (69%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)7141 @ 1' 9 1/2"17955 Passed (40%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)35707 @ 8' 1 1/2"58130 Passed (61%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.257 @ 8' 1 1/2"0.531 Passed (L/742)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.363 @ 8' 1 1/2"0.796 Passed (L/527)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' 2" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 3" o/c unless detailed otherwise.
Lower Level, Drop Beam over Exercise Room (V)MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 16' 3"N/A 27.6
1 - Uniform (PSF)0 to 16' 3" (Front)20'15.0 40.0 Floor - Main Level
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 10 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"660 1700 2360 None
2 - Trimmer - SPF 1.50"1.50"1.50"660 1700 2360 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2360 @ 0 2869 (1.50")Passed (82%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1365 @ 10 3/4"3746 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2507 @ 2' 1 1/2"5147 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.020 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 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.
Lower Level, Drop Beam over Hallway (V)MEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 10.6
1 - Uniform (PSF)0 to 4' 3" (Front)20'15.0 40.0 Floor - Main Level
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 11 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.10"1212 130 1464 2806 None
2 - Trimmer - SPF 3.00"3.00"2.14"1234 130 1490 2854 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2724 @ 6' 4 1/2"3825 (3.00")Passed (71%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1859 @ 1' 1/4"2872 Passed (65%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)3423 @ 2'3946 Passed (87%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 3' 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.078 @ 3' 15/16"0.313 Passed (L/965)--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.
Lower Level, Bedroom #2 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0
1 - Uniform (PSF)0 to 6' 6"1'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 2'12' 6"20.0 -35.0 Snow - Main
4 - Uniform (PSF)6' to 6' 6"12' 6"20.0 -35.0 Snow - Main
5 - Point (lb)2'N/A 546 -930
Linked from:
Owner's Bath
Window, Support 1
6 - Point (lb)6'N/A 546 -930
Linked from:
Owner's Bath
Window, Support 2
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 12 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1279 954 392 2625 None
2 - Trimmer - SPF 3.00"3.00"1.71"1853 1156 723 3732 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3262 @ 6' 4 1/2"5738 (3.00")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1825 @ 5' 5 3/4"3746 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3647 @ 3' 4 13/16"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.029 @ 3' 3 9/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.064 @ 3' 3 1/2"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.
Lower Level, Bedroom #3 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6
1 - Uniform (PSF)0 to 6' 6"6' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)3' to 6' 6"3'10.0 40.0 -Floor - Deck
4 - Uniform (PLF)1' to 6'N/A 100.0 --Wall - Gable
5 - Uniform (PSF)1' to 6'3'20.0 -35.0 Snow - Main
6 - Point (lb)1'N/A 230 -144
Linked from:
Wardrobe Window,
Support 2
7 - Point (lb)6'N/A 710 -446
Linked from:
Owner's Suite Patio
Door, Support 1
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 13 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 5.25"5.25"3.31"5604 4050 5276 14930 None
2 - Trimmer - SPF 5.25"5.25"3.31"5604 4050 5276 14930 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)12599 @ 3 3/4"19983 (5.25")Passed (63%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)5063 @ 1' 9 1/4"15960 Passed (32%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)25069 @ 8' 5 1/4"46671 Passed (54%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.232 @ 8' 5 1/4"0.542 Passed (L/841)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.367 @ 8' 5 1/4"0.813 Passed (L/532)--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 14' 4" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 11" o/c unless detailed otherwise.
Lower Level, Family Room Patio DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 10 1/2"N/A 24.5
1 - Uniform (PSF)0 to 16' 10 1/2"9'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 16' 10 1/2"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 16' 10 1/2"3'10.0 40.0 -Floor - Deck
4 - Point (lb)0 N/A 3246 -5276
Linked from: Great
Room Patio Door,
Support 1
5 - Point (lb)16' 6"N/A 3246 -5276
Linked from: Great
Room Patio Door,
Support 2
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 14 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"705 1170 1875 None
2 - Trimmer - SPF 3.00"3.00"1.50"705 1170 1875 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1875 @ 1 1/2"3825 (3.00")Passed (49%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1286 @ 1' 1/4"2498 Passed (52%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2818 @ 3' 3"3431 Passed (82%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.072 @ 3' 3"0.313 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 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.
Lower Level, Bedroom #4 WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by DD; plan dated 10/2/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0
1 - Uniform (PSF)0 to 6' 6"6'15.0 40.0 Floor - Main Level
2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Wall - Main Level
3 - Uniform (PSF)0 to 6' 6"3'10.0 40.0 Floor - Deck
Forte v5.5, Design Engine: V7.3.2.4
10/11/2019 2:24:47 PM
Page 15 of 15
16625 Duluth Trail, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Homes by Tradition
16625 Duluth Trail, Lakeville, MN
Lundin Residence
10/11/2019; #23774
Page 1 of 5
2015 Mechanical & Energy Code – Ventilation, Makeup, and Combustion Air Calculations
Site address 16625 Duluth Tr Lakeville Date 9/25/2019
Contractor Silver Tree Plumbing & Heating, LLC By Todd Boyum
Section A
Ventilation Quantity
(Determine quantity by using Table R403.5.2 or Equation R403.5..2, 2015 Minnesota Energy Code)
Square feet (Conditioned area inc. 4414 TOTAL VENTILATION 178
basement – finished or unfinished)CONTINUOUS VENTILATION 89
Number of bedrooms 5
Table R403.5.2 2015 Minnesota Energy Code
Total and Continuous Ventilation Rates (in cfm)
# of BEDROOMS 1 2 3 4 5 6
Conditioned space
(in sq. ft.)
Total/Total/Total/Total/Total/Total/
continuous continuous continuous continuous continuous continuous
1000-1500 60/40 75/40 90/45 105/53 120/60 135/68
1501-2000 70/40 85/43 100/50 115/58 130/65 145/73
2001-2500 80/40 95/48 110/55 125/63 140/70 155/78
2501-3000 90/45 105/53 120/60 135/68 150/75 165/83
3001-3500 100/50 115/58 130/65 145/73 160/80 175/88
3501-4000 110/55 125/63 140/70 155/78 170/85 185/93
4001-4500 120/60 135/68 150/75 165/83 180/90 195/98
4501-5000 130/65 145/73 160/80 175/88 190/95 205/103
5001-5500 140/70 155/78 170/85 185/93 200/100 215/108
5501-6000 150/75 165/;83 180/90 195/98 210/105 225/113
Equation R403.5.2 2015 Mn Energy Code
(0.02 x conditioned space) + (15 X (# of bedrooms + 1))= TOTAL VENTILATION RATE
Sq Ft 4414 0.02 88
Bedrooms 5 15 75
Plus 1 bedroom 15
TOTAL VENT 178 CFM
Section B
Ventilation Method
(BALANCED)☒Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100
%.
Low cfm:High cfm:
106 178
Section D
Ventilation Controls
(Describe operation and control of the continuous ventilation)
Control set at 60% 106 CFM
100%/HIGH 178 CFM
Page 2 of 5
Directions - In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate,
however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the
makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer
the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The ventilation make-up air supply must communicate with the exhaust
appliances.
Table 501.4.1, 2015 Minnesota Mechanical Code
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS
(Additional makeup air will be required for combustion appliances, see KAIR method for calculations)
One or multiple powervent or direct vent
appliances or no
combustion appliances
One or multiple fan-
assisted appliances
and power vent ordirect vent
appliances
One
atmospherically
vented gas or oilappliance or one
solid fuel appliance
Multiple
atmospherically
vented gas or oilappliances or solid
fuel appliances
Column A Column B Column C Column D
1.Enter the Appropriate Column to Estimate House Infiltration
a) pressure factor (cfm/sf)0.15 0.09 0.06 0.03
b) conditioned floor area (sf)
(including unfinished
basements)4414
Estimated House Infiltration(cfm): [1a x 1b]662.1
2. Exhaust Capacity ERV/HRV=0
a) clothes dryer (cfm)135 135 135 135
b) 80% of largest exhaustrating (cfm);
(not applicable if recirculatingsystem or if powered makeup
air is electrically interlocked
and match to exhaust)
480
c) 80% of next largest
exhaust rating (cfm);NA
(not applicable if recirculatingsystem or if powered makeup
air is electrically interlocked
and matched to exhaust)
Total Exhaust Capacity (cfm);615
[2a + 2b +2c]
3. Makeup Air Quantity (cfm)
a) total exhaust capacity(from above)615
b) estimated house infiltration(from above)662.1
Makeup Air Quantity (cfm);
[3a – 3b]-47.1
(if value is negative, no makeup air is needed)
4. For makeup Air OpeningSizing, refer to Table 501.4.2 Not required, negativenumber
A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion
appliances. (Power vent and direct vent appliances may be used.)
B.Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances
may also be included.)
C.Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid
fuel appliance.
D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are
atmospherically vented gas or oil appliances and solid fuel appliances.
Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with
makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically
controlled to start and operate simultaneously with the exhaust system.
Page 3 of 5
Section E
Make-up air for VENTILATION
Passive (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1)
Powered (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1)
Interlocked with exhaust device (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1)
Other, describe:
Location of duct or system ventilation make-up air: (Determined from make-up air opening table, Table 501.4.2.)
NR - 47 cfm Size and type (round, rectangular, flex or
rigid)
Makeup Air Opening Table for New and Existing Dwelling
Table 501.4.2, 2015 Minnesota Mechanical Code
One or multiple power vent,
direct vent appliances, or no
combustion appliances
One or multiple fan-
assisted appliances andpower vent or direct
vent appliances
Oneatmospherically
vented gas or oil
appliance or onesolid fuel appliance
Multipleatmospherically
vented gas or oil
appliances or solidfuel appliances
Column A Column B Column C Column D Duct diameter
Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3
Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4
Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5
Passive opening 110 - 163 67 – 100 47 – 69 29 – 42 6
Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7
Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8
Passive opening
w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9
Passive opening
w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10
Passive opening
w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11
Powered makeup air >679 >419 >290 >179 NA
Notes:
A.An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each
90- degree elbow to determine the remaining length of straight duct allowable.
B.If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed
duct shall not be accepted.
C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
D.Powered makeup air shall be electrically interlocked with the largest exhaust system.
Sections F
Make-up air for COMBUSTION
Not required per mechanical code (No atmospheric or power vented appliances)
X Passive (see IFGC Appendix E, Worksheet E-1)Size and type FLEX=6"
RIGID=5"
Other, describe:
Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented
appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the
appliance or appliances that require the combustion air.
Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method (KAIR).
For new construction, 4b of step 4 is required to be filled out. The example assumes a typical 3,000 square foot home with a finished basement that has a mechanical
room that is 10 feet wide by 12 feet long with an 8 foot ceiling. It also assumes installation of a 70,000 btu, 2 pipe condensing furnace; and a 40,000 Btu, power
vented water heater.
Page 4 of 5
IFGC Appendix E, Worksheet E-1
Residential Combustion Air Calculation Method
(for Furnace, Boiler, and/or Water Heater in the Same Space)
Step 1: Complete vented combustion appliance information.
Furnace/Boiler:
__ Draft Hood __ Fan Assisted __-Direct Vent XX FURNACE IS SEALED COMBUSTION
Water Heater:
__ Draft Hood (Non- fan assist) X_ Fan Assisted & Power Vent __ Direct Vent __Electric INPUT in BTUHS:75000
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances.
The CAS includes all spaces connected to one another by code compliant openings.CAS VOLUME:1197
Mech Room Length:19 Mech Room Width:7
Mech Room
Height:9 Cubic feet
Step 3: Determine Air Changes per Hour (ACH)1
Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a(Standard Method).
Step 4: Determine Required Volume for Combustion Air.
4a. Standard Method
Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES)INPUT
(BTUH/HOUR)=
Use Standard Method column in Table E-1 to find Total Required Volume (TRV)TRV (ft3)=
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
4b. Known Air Infiltration Rate (KAIR) Method
Total Btu/hr input of all fan-assisted and power vent appliances INPUT
(BTUH/HOUR)=75000
(DO NOT COUNT DIRECT VENT APPLIANCES)
Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA)RVFA (Ft3)=3000
Total Btu/hr input of all non-fan-assisted appliances INPUT
(BTUH/HOUR)=0
Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA)RVNFA (Ft3)=NONE
Total Required Volume (TRV) = RVFA + RVNFA RVFA:3000 RVNFA (Ft3)=0 3000
Ft3
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b)
RATIO=1197 DIVIDED BY 3000 EQUALS:0.399
Step 6: Calculate Reduction Factor (RF).
RF = 1 minus Ratio Ratio RF=1 MINUS 0.399 EQUALS:0.601
Step 7: Calculate single outdoor opening as if all combustion air is from outside.
Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT)INPUT
(BTUH/HOUR)=75000
Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2
CAOA=75000 divided by 3000 EQUALS:25.00
Step 8: Calculate Minimum CAOA.BTUH/HR per in2
Minimum CAOA = CAOA multiplied by RF MIN CAOA=25.00 X 0.601 15.03
Square Inches
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD = 1.13 multiplied by the square root of Minimum CAOA
CAOD=1.13 X Square root Minimum CAOA=4.38
1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304 inches
Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced
in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy.
IFGC Appendix E, Table E-1
Page 5 of 5
Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance)
Input Rating
Standard Method
Known Air Infiltration Rate (KAIR) Method (cu ft)
(Btu/hr)Fan Assisted Non-Fan Assisted
1994 to present Pre-1994 1994 to
present Pre-1994
5,000 250 375 188 525 263
10,000 500 750 375 1,050 525
15,000 750 1,125 563 1,575 788
20,000 1,000 1,500 750 2,100 1,050
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2,250 1,125 3,150 1,575
35,000 1,750 2,625 1,313 3,675 1,838
40,000 2,000 3,000 1,500 4,200 2,100
45,000 2,250 3,375 1,688 4,725 2,363
50,000 2,500 3,750 1,675 5,250 2,625
55,000 2,750 4,125 2,063 5,775 2,888
60,000 3,000 4,500 2,250 6,300 3,150
65,000 3,250 4,875 2,438 6,825 3,413
70,000 3,500 5,250 2,625 7,350 3,675
75,000 3,750 5,625 2,813 7,875 3,938
80,000 4,000 6,000 3,000 8,400 4,200
85,000 4,250 6,375 3,188 8,925 4,463
90,000 4,500 6,750 3,375 9,450 4,725
95,000 4,750 7,125 3,563 9,975 4,988
100,000 5,000 7,500 3,750 10,500 5,250
105,000 5,250 7,875 3,938 11,025 5,513
110,000 5,500 8,250 4,125 11,550 5,775
115,000 5,750 8.625 4,313 12,075 6,038
120,000 6,000 9,000 4,500 12,600 6,300
125,000 6,250 9,375 4,688 13,125 6,563
130,000 6,500 9,750 4,875 13,650 6,825
135,000 6,750 10,125 5,063 14,175 7,088
140,000 7,000 10,500 5,250 14,700 7,350
145,000 7,250 10,875 5,438 15,225 7,613
150,000 7,500 11,250 5,625 15,750 7,875
155,000 7,750 11,625 5,813 16,275 8,138
160,000 8,000 12,000 6,000 16,800 8,400
165,000 8,250 12,375 6,188 17,325 8,663
170,000 8,500 12,750 6,375 17,850 8,925
175,000 8,750 13,125 6,563 18,375 9,188
180,000 9,000 13,500 6,750 18,900 9,450
185,000 9,250 13,875 6,938 19,425 9,713
190,000 9,500 14,250 7,125 19,950 9,975
195,000 9,750 14,625 7,313 20,475 10,238
200,000 10,000 15,000 7,500 21,000 10,500
1. The 1994 date refers to dwelling constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is .20 air changes per hour (ACH).
2. This section of the table is to be used for dwelling constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH.
Lundin Residence
HVAC Load Calculations
for
Homes By Tradition
Lakeville, MN
Prepared By:
TB
Silver Tree Plumbing & Heating
1335 Mendota Heights Rd
Mendota Heights, MN 55120
Wednesday, September 11, 2019
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating Lundin Residence
Eagan, MN 55121 Page 2
Project Report
General Project Information
Project Title:Lundin Residence
Designed By:TB
Project Date:9/11/19
Project Comment:
Client Name:Homes By Tradition
Client City:Lakeville, MN
Company Name:Silver Tree Plumbing & Heating
Company Representative:TB
Company Address:1335 Mendota Heights Rd
Company City:Mendota Heights, MN 55120
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces North
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -15.33 n/a 30%72 33.90
Summer:88 73 50%50%75 35
Check Figures
Total Building Supply CFM:1,411 CFM Per Square ft.:0.320
Square ft. of Room Area:4,414 Square ft. Per Ton:1,518
Volume (ft³):39,730
Building Loads
Total Heating Required Including Ventilation Air:68,851 Btuh 68.851 MBH
Total Sensible Gain:30,448 Btuh 87 %
Total Latent Gain:4,445 Btuh 13 %
Total Cooling Required Including Ventilation Air:34,894 Btuh 2.91 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
F:\ ...\Homes By Tradition LUNDIN.rh9 Wednesday, September 11, 2019, 4:23 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating Lundin Residence
Eagan, MN 55121 Page 3
Load Preview Report
Scope
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.91 1,518 4,414 30,448 4,445 34,894 68,851 888 1,411 1,411
System 1 2.91 1,518 4,414 30,448 4,445 34,894 68,851 888 1,411 1,411 13x18
Ventilation 339 1,720 2,060 2,547
Humidification 4,918
Zone 1 - Clg.: 31%, Htg.: 42%2,207 9,325 1,200 10,525 25,720 372 437 437 8x12
1-Basement 2,207 9,325 1,200 10,525 25,720 372 437 437 4--6
Zone 2 - Clg.: 69%, Htg.: 58%2,207 20,784 1,525 22,309 35,666 516 974 974 11x16
2-Main Floor 2,207 20,784 1,525 22,309 35,666 516 974 974 8--7
F:\ ...\Homes By Tradition LUNDIN.rh9 Wednesday, September 11, 2019, 4:23 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating Lundin Residence
Eagan, MN 55121 Page 4
Duct Size Preview
Room or
Duct Name Source Minimum
Velocity
Maximum
Velocity
Rough.
Factor
Design
L/100
SP
Loss
Duct
Velocity
Duct
Length Htg
Flow
Clg
Flow
Act.
Flow
Duct
Size
System 1
Supply Runouts
Zone 1
1-Basement Built-In 450 750 0.01 0.1 556.3 372 437 437 4--6
Zone 2
2-Main Floor Built-In 450 750 0.01 0.1 455.4 516 974 974 8--7
Other Ducts in System 1
Supply Main Trunk Built-In 650 900 0.003 0.1 868 888 1,411 1,411 13x18
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:888
Cooling Flow:1411
F:\ ...\Homes By Tradition LUNDIN.rh9 Wednesday, September 11, 2019, 4:23 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating Lundin Residence
Eagan, MN 55121 Page 5
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
Anderson 100 Series: Glazing-Anderson 100 Series
Casement, ground reflectance = 0.23, indoor insect
screen with 100% coverage, U-value 0.28, SHGC
0.26
891.5 21,716 0 15,236 15,236
11J: Door-Metal - Fiberglass Core, U-value 0.6 44 2,297 0 634 634
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
2352.5 13,303 0 2,035 2,035
15B0-10sf-8: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 8' floor depth, U-value 0.05
679.5 3,171 0 59 59
RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20
SPRAY FOAM, U-value 0.05
346.7 1,510 0 302 302
R49 Attic: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R49 Attic, U-value 0.02
2216.2 3,857 0 3,014 3,014
21A-32: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 32' wide,
U-value 0.02
2207.2 3,841 0 0 0
20P-30: Floor-Over open crawl space or garage, Passive,
R-30 blanket insulation, any cover, U-value 0.035
11 33 0 3 3
Subtotals for structure:49,728 0 21,283 21,283
People:12 2,400 2,760 5,160
Equipment:325 3,089 3,414
Lighting:700 2,387 2,387
Ductwork:0 0 0 0
Infiltration: Winter CFM: 126, Summer CFM: 0 11,658 0 0 0
Ventilation: Winter CFM: 74, Summer CFM: 74 2,547 1,720 339 2,060
Humidification (Winter) 13.41 gal/day :4,918 0 0 0
AED Excursion:0 0 590 590
Total Building Load Totals:68,851 4,445 30,448 34,894
Check Figures
Total Building Supply CFM:1,411 CFM Per Square ft.:0.320
Square ft. of Room Area:4,414 Square ft. Per Ton:1,518
Volume (ft³):39,730
Building Loads
Total Heating Required Including Ventilation Air:68,851 Btuh 68.851 MBH
Total Sensible Gain:30,448 Btuh 87 %
Total Latent Gain:4,445 Btuh 13 %
Total Cooling Required Including Ventilation Air:34,894 Btuh 2.91 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
F:\ ...\Homes By Tradition LUNDIN.rh9 Wednesday, September 11, 2019, 4:23 PM
Builders Associaton of Minnesota version 101014
New Construction Energy Code Compliance Certificate
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
Date Certificate Posted
Mailing Address of the Dwelling or Dwelling Unit City
16625 Duluth Tr Lakeville
Name of Residential Contractor MN License NumberHomes by Tradition
THERMAL ENVELOPE RADON CONTROL SYSTEM
Insulation Location
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Active (With fan and monometer or other
system monitoring device)
Location (or future location) of Fan:
Other Please Describe Here
Below Entire Slab X
Foundation Wall R-15 X Interior R5 + R10 Exterior
Perimeter of Slab on Grade X
Rim Joist (1st Floor)R-21 X Interior
Rim Joist (2nd Floor+)R-21 X
Wall R-21 X
Ceiling, flat R-50 X
Ceiling, vaulted R-40 X
Bay Windows or cantilevered areas R-30 X
Floors over unconditioned area R-30 X
Describe other insulated areas
Building envelope air tightness:Duct system air tightness:
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 0.30 Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC):0.26 8 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic WaterHeater Cooling System X Not required per mech. code
Fuel Type Nat Gas Nat Gas Elect Passive
Manufacturer Bryant AOSmith Bryant Powered
Model 987MB42080C17 GPVL-75 189NA036 Interlocked with exhaust device.
Describe:
Rating or Size
Input in
BTUS:80 Capacity in
Gallons:75 Output in
Tons:3 ton
Efficiency
AFUE or
HSPF%97%EF=.70 SEER
/EER
17+ SEER Location of duct or system:
Residential Load Calculation Heating Loss Heating Gain Cooling Load Mech Room
68,851 30,448 34,894 Cfm's
" round duct OR
MECHANICAL VENTILATION SYSTEM " metal duct
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Combustion Air Select a Type
Not required per mech. code
Select Type X Passive
Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe:
X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 60%= 106 High:100%= 178 Location of duct or system:
Balanced Ventilation capacity in cfms:Mech Room
Location of fan(s), describe: Cfm's
Capacity continuous ventilation rate in cfms:89 6 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms:178 " metal duct
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