HomeMy WebLinkAboutLA172856 - 17868 Essex Lane 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:
MAIN FLOOR 6' -7 3/8" MAIN PLATE 15' -8 1/2" LOWER FLOOR -3' -2 1/2"
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DATE SQUARE FEET PROJECT SHEET OF UPPER: MAIN: BONUS: TOTAL: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PLATE HEIGHTS UPPER: MAIN: POUR: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (612) 327-7582 NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM
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, CONCRETE OR FOUNDATION INSULATION LOWER: 8/13/2019 8:45:30 AM THE MOUKRIM RESIDENCE L3, B1 - PHEASANT RUN 4th ADD'N 17868 ESSEX LANE-LAKEVILLE, MN 55044 8OTT027 85.16.19 CB 514 1178 925 2617 GARAGE SLAB = 640 7.23.19 CB 8.8.19 CB 4.12.19 CB 8'-1/8" 9'-1/8" 3'-6" 8'-1/8" THE MORGAN
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01: Main Level
Member Name Results Current Solution Comments
Garage Door Header (Single Stall)Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Garage Door Header (Double Stall)Passed 2 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Window Header - Foyer Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Beam @ Dining Room Bay Passed 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Flush Beam @ Foyer Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Foyer Stairs Header Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Kitchen Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Patio Door Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom #2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Living Room Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
02: Lower Level
Member Name Results Current Solution Comments
Bedroom #4 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Family Room Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Family Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bedroom #5 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
03: Upper Level
Member Name Results Current Solution Comments
Wdw hdr Owner's Bath Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Wdw hdr Owner's Suite Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stairs Landing Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
17868 Essex Lane, Lakeville, MN (2).4te
JOB SUMMARY REPORT
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 1 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1444 200 2180 3824 None
2 - Trimmer - PSL 5.25"5.25"3.17"6559 4227 7014 17800 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)14990 @ 8' 4 1/2"24806 (5.25")Passed (60%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4577 @ 7' 3 1/8"14817 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)8491 @ 4' 11 3/16"27519 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.067 @ 4' 4 1/2"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.114 @ 4' 4 13/16"0.412 Passed (L/866)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 8" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 8" o/c unless detailed otherwise.
Main Level, Garage Door Header (Single Stall)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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 8 1/4"N/A 19.5
1 - Uniform (PSF)0 to 8'13'20.0 -35.0 Snow - main
2 - Uniform (PSF)8' to 8' 8 1/4"3'20.0 -35.0 Snow - main
3 - Point (lb)8'N/A 5647 4400 5482 A2 Roof Girder
4 - Uniform (PSF)8' to 8' 8 1/4"1'80.0 --Wall - Upper Level
5 - Uniform (PSF)8' to 8' 8 1/4"1'15.0 40.0 -Floor - Upper Level
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 2 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"790 1172 1962 None
2 - Trimmer - SPF 3.00"3.00"1.50"790 1172 1962 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)1962 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1630 @ 1' 5"10707 Passed (15%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7973 @ 8' 4 1/2"27897 Passed (29%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.157 @ 8' 4 1/2"0.550 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.263 @ 8' 4 1/2"0.330 Passed (L/753)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/600).
•Top Edge Bracing (Lu): Top compression edge must be braced at 16' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise.
Main Level, Garage Door Header (Double Stall)MEMBER REPORT PASSED
Member Notes
L/600 Total Load Deflection Criteria for Stone Load
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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 14.3
1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 Snow - main
2 - Uniform (PSF)0 to 16' 9"20'--Stone Load
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 3 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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"1295 1011 830 3136 None
2 - Trimmer - SPF 3.00"3.00"1.50"1295 1011 830 3136 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)2675 @ 1 1/2"7613 (3.00")Passed (35%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2177 @ 1' 1/2"6872 Passed (32%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5585 @ 2' 9"10422 Passed (54%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.051 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.095 @ 2' 9"0.262 Passed (L/663)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Main Level, Window Header - FoyerMEMBER 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.4
1 - Uniform (PSF)0 to 5' 6"2'16.8 -35.0 Roof
2 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall Load
3 - Point (lb)2' 9"N/A 1908 2022 1274
Linked from: Floor:
Flush Beam @ Foyer,
Support 1
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 4 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 5.50"5.50"2.05"2657 5157 7814 None
2 - Trimmer - SPF 5.50"5.50"2.05"2657 5157 7814 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)7813 @ 4"20934 (5.50")Passed (37%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)6348 @ 1' 7 1/2"16060 Passed (40%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)31303 @ 8' 8"41846 Passed (75%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.463 @ 8' 8"0.556 Passed (L/432)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.701 @ 8' 8"0.833 Passed (L/285)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 11" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' 4" o/c unless detailed otherwise.
Main Level, Beam @ Dining Room BayMEMBER 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 17' 4"N/A 21.5
1 - Uniform (PSF)0 to 17' 4"17'16.8 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 5 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Beam - SPF 3.50"3.50"2.94"1908 2022 1274 5204 Blocking
2 - Stud wall - SPF 3.50"3.50"3.02"2032 1753 1527 5312 Blocking
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4492 @ 7' 7 1/2"5206 (3.50")Passed (86%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3248 @ 1' 1"6872 Passed (47%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6301 @ 4' 8 3/8"10422 Passed (60%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.114 @ 3' 11 7/16"0.186 Passed (L/783)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.207 @ 3' 11 7/16"0.373 Passed (L/433)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 10" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 10" o/c unless detailed otherwise.
Main Level, Flush Beam @ FoyerMEMBER 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 7' 9 1/2"N/A 10.4
1 - Uniform (PSF)0 to 7' 9 1/2"
(Front)4'15.0 40.0 -Floor
2 - Uniform (PSF)0 to 7' 9 1/2"
(Front)2'16.8 -35.0 Roof Load
3 - Uniform (PLF)0 to 7' 9 1/2"
(Front)N/A 80.0 --Wall Load
4 - Uniform (PSF)0 to 1' 6" (Front)17'16.8 -35.0 Roof Load
5 - Point (lb)1' 6" (Front)N/A 621 1264 -
6 - Point (lb)5' 6" (Front)N/A 621 1264 -
7 - Uniform (PLF)5' 6" to 7' 9 1/2"
(Front)N/A 80.0 --Wall Load
8 - Uniform (PSF)5' 6" to 7' 9 1/2"
(Front)17'16.8 -35.0 Roof Load
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 6 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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 Total Accessories
1 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None
2 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 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)1480 @ 2"8881 (3.50")Passed (17%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1022 @ 1' 1"6872 Passed (15%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2349 @ 3' 6"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.042 @ 3' 6"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.059 @ 3' 6"0.333 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c unless detailed otherwise.
Main Level, Foyer Stairs HeaderMEMBER 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 7'N/A 10.4
1 - Uniform (PSF)0 to 7' (Front)4'15.0 40.0 Upper level floor
load
2 - Uniform (PSF)0 to 7' (Front)3' 6"15.0 40.0 Floor - Stairs
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 7 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
3 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"1042 1763 2805 None
2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 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)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Kitchen WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6
1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 8 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
3 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"1042 1763 2805 None
2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 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)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6
1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 9 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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"1.79"844 1444 2288 None
2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 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)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0
1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 10 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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"102 170 272 None
2 - Trimmer - SPF 4.50"4.50"1.50"284 464 748 None
3 - Trimmer - SPF 4.50"4.50"1.50"284 464 748 None
4 - Trimmer - SPF 1.50"1.50"1.50"102 170 272 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)272 @ 0 1913 (1.50")Passed (14%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)233 @ 2' 10 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-267 @ 3' 9 3/4"3946 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.001 @ 1' 9 11/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.002 @ 1' 9 1/2"0.191 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Living Room WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 6"N/A 7.0
1 - Uniform (PSF)0 to 11' 6"3'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 11 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.04"2116 2200 1893 6209 None
2 - Trimmer - SPF 3.00"3.00"1.50"1081 2200 133 3414 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)5186 @ 1 1/2"7613 (3.00")Passed (68%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2240 @ 1' 1/2"6318 Passed (35%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4221 @ 2' 8 3/16"11775 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.037 @ 2' 9 1/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.057 @ 2' 8 15/16"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 9.7
1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 6"15'20.0 -35.0 Snow - Main
4 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
5 - Point (lb)6"N/A 1042 -1763
Linked from: Dining
Room Patio Door,
Support 1
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 12 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.27"2496 2080 2260 6836 None
2 - Trimmer - SPF 3.00"3.00"2.23"2450 2080 2203 6733 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)5751 @ 1 1/2"7613 (3.00")Passed (76%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4226 @ 6' 11 1/2"7265 Passed (58%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)10087 @ 5'13541 Passed (74%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.134 @ 4' 1 1/2"0.258 Passed (L/693)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.237 @ 4' 1 1/2"0.387 Passed (L/393)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
Lower Level, Family Room WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 9.7
1 - Uniform (PSF)0 to 8'13'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)5' to 8'15'20.0 -35.0 Snow - Main
4 - Point (lb)0 N/A 844 -1444
Linked from:
Bedroom #2
Window, Support 1
5 - Point (lb)5'N/A 844 -1444
Linked from:
Bedroom #2
Window, Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 13 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.56"2078 4409 364 6851 None
2 - Trimmer - SPF 3.00"3.00"2.07"1796 3451 480 5727 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)6487 @ 1 1/2"7613 (3.00")Passed (85%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)4295 @ 1' 1/2"6318 Passed (68%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)9128 @ 3' 3/4"11775 Passed (78%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.107 @ 3' 2 1/2"0.208 Passed (L/698)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.159 @ 3' 2 1/2"0.313 Passed (L/473)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise.
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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 9.7
1 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level
2 - Uniform (PSF)0 to 2'3'20.0 -35.0 Snow - Main
3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 4'15'15.0 40.0 -Floor - Main Level
5 - Uniform (PSF)0 to 6' 6"14'15.0 40.0 -Floor - Main Level
6 - Point (lb)2'N/A 102 -170
Linked from: Living
Room Window,
Support 1
7 - Point (lb)5' 6"N/A 284 -464
Linked from: Living
Room Window,
Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 14 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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"2.37"2601 2240 2314 7155 None
2 - Trimmer - SPF 3.00"3.00"2.36"2586 2240 2297 7123 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)6016 @ 1 1/2"7613 (3.00")Passed (79%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4481 @ 6' 11 1/2"7902 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)7579 @ 4' 1 3/16"10422 Passed (73%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.152 @ 4' 5/8"0.258 Passed (L/614)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.266 @ 4' 5/8"0.387 Passed (L/350)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 10.4
1 - Uniform (PSF)0 to 8'14'15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 9"15' 6"20.0 -35.0 Snow - Main
4 - Uniform (PSF)6' 9" to 8'15' 6"20.0 -35.0 Snow - Main
5 - Point (lb)9"N/A 1042 -1763 Linked from: Kitchen
Window, Support 1
6 - Point (lb)6' 9"N/A 1042 -1763 Linked from: Kitchen
Window, Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 15 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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"385 654 1039 None
2 - Trimmer - SPF 1.50"1.50"1.50"385 654 1039 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)1039 @ 0 1913 (1.50")Passed (54%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)466 @ 10 3/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)844 @ 1' 7 1/2"3946 Passed (21%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.006 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Wdw hdr Owner's BathMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0
1 - Uniform (PSF)0 to 3' 3"11' 6"20.0 35.0 Snow - main
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 16 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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"588 280 868 None
2 - Trimmer - SPF 3.00"3.00"1.50"588 280 868 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)868 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)647 @ 1' 1/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1629 @ 4'3946 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.021 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.064 @ 4'0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Wdw hdr Owner's SuiteMEMBER 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8'N/A 7.0
1 - Uniform (PSF)0 to 8'2'20.0 35.0 Snow - main
Rake
2 - Uniform (PSF)0 to 8'1'100.0 -Wall - Gable
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 17 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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"1.66"781 1339 2120 None
2 - Trimmer - SPF 3.00"3.00"1.66"781 1339 2120 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)2120 @ 1 1/2"3825 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1158 @ 1' 1/4"2872 Passed (40%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2127 @ 2' 3"3946 Passed (54%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.016 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.025 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2009
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Stairs Landing 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 NH; plan dated 7/23/2019.
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 6"N/A 7.0
1 - Uniform (PSF)0 to 4' 6"17'20.0 35.0 Snow - Main
Forte v5.5, Design Engine: V7.3.2.4
8/7/2019 10:20:54 AM
Page 18 of 18
17868 Essex Lane, Lakeville, MN (2).4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
Topaz - The Morgan
17868 Essex Lane, Lakeville, MN
8/7/2019; #23405
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