HomeMy WebLinkAboutLA167844 - 17880 Essex Lane Permit Pack3
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RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
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ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING , CONCRETE OR FOUNDATION INSULATION BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST SUITE 202 BURNSVILLE, MN 55337 952-953-4000 ONETENTENHOMES.COM FOYER: 3/26/2019 9:15:38 AM SPEC HOME L5, B1 -PHEASANT RUN 4th ADD'N 17880 ESSEX LANE -LAKEVILLE, MN 55044 2OTT016 52.22.19 ES 514 1164 925 2603 GARAGE SLAB = 640 3.1.19 CB 3.22.19 CB 2.21.18 CB 8'-1 1/8" 8'-1 1/8" 3'-6" 8'-1 1/8" THE MORGAN II
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3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN. 12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE. PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE "T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB. END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OR OTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANY WINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS. SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACE TO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OF PIPE W/ MIN. 3'-0" VERTICAL SPACE. A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CAN FLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDES INTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED. LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICS WITH "RADON REDUCTION SYSTEM". ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEAR THE VENT PIPE FOR OPT. FAN. :PASSIVE RADON SYSTEM :1/2" = 1'-0" 25TYP. HOUSE/GARAGE WALL 1/2" = 1'-0" 26TYP. HOUSE/STOOP WALL R-4 on pipe in attic
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VERIFY FLOOR SYSTEM WITH FLOOR PLANS LOWER FLOOR PLATE HEIGHT 8' - 1 1/8" RIM JOIST WATER PROOF COATING FROM FOOTING TO INSIDE OF WALL 6 MIL POLY V.B., OVERLAP EDGES MIN. 12" & TAPE. SEAL ALL OPENINGS 4" MIN. LAYER 3/4" RIVER ROCK 3 1/2" CONCRETE SLAB ANCHOR BOLT PER CODE TRT'D 2x6 SILL PLATE W/ ROLL SILL SEALER GRADE MIN. 0' - 6" GRANULAR FILL 4" DRAIN TILE W/ SILT SOCK :LOOKOUT WALL: 2x6 STUDS @ 16" O.C. ON 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 20" x 8" CONCRETE FTG. REBAR PER CODE POLYURETHANE CAULK OR ELASTOMERIC SEALANT @ ALL JOINTS 1" FOAMBOARD (R -5) INSULATION W/ ACOUSTICAL SEALANT @ TOP & BOTTOM EDGES, BETWEEN INSUL. & SLAB & AT ALL VERTICAL EDGES INSULATION & SEALANT TO BE CONT. OVER WALL 2" FOAMBOARD (R -10) INSULATION INSULATION PROTECTION FROM SIDING TO 6" BELOW GRADE 5000 PSI CONCRETE @ ALL FOOTINGS 4" DRAIN TILE W/ WEEP FROM BLOCK TOP COURSE TO BE SOLID BLOCK, BOND BEAM OR GROUTED SOLID 6 MIL. V.B. 5/8" GYP. BD. VENTED ALUMINUM SOFFIT PANELS ICE & WATER GUARD FROM EAVE TO 2'-0" MIN. OVER STRUCTURE VENT CHUTES & WIND WASH @ EACH TRUSS SPACE ARCHITECTURAL ASPHALT SHINGLES W/ 15# ROLL FELT UNDER 1/2" OSB ROOF SHEATHING MFG. ROOF TRUSSES @ 24" O.C. ATTIC VENTING AS PER CODE R -49 MIN. BLOWN ATTIC INSULATION ALUMINUM FASCIA W/ 2x6 SUB FASCIA ALUMINUM DRIP EDGE 3/4" T&G SUBFLOOR R -20 SPRAY FOAM INSULATION 6 MIL. V.B. 1/2" GYP. BD. 6 MIL. V.B. 2x6 STUDS @ 16" O.C. W/ R -20 F.G. INSULATION 7/16" OSB SHEATHING TYVEK (OR EQUAL) ROLL HOUSE WRAP 5/8" GYP. BD. MAIN FLOOR PLATE HEIGHT 8' - 1 1/8" SIDING PER PLANS DRYVIT INSULATION PROTECTION SIDING TO 6" BELOW GRADE
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ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING , CONCRETE OR FOUNDATION INSULATION BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST SUITE 202 BURNSVILLE, MN 55337 952-953-4000 ONETENTENHOMES.COM FOYER: 3/26/2019 9:15:39 AM SPEC HOME L5, B1 -PHEASANT RUN 4th ADD'N 17880 ESSEX LANE -LAKEVILLE, MN 55044 3OTT016 52.22.19 ES 514 1164 925 2603 GARAGE SLAB = 640 3.1.19 CB 3.22.19 CB 2.21.18 CB 8'-1 1/8" 8'-1 1/8" 3'-6" 8'-1 1/8" THE MORGAN II 1/2" = 1'-0" 32TYP. POURED WALL SECTION
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ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING , CONCRETE OR FOUNDATION INSULATION BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST SUITE 202 BURNSVILLE, MN 55337 952-953-4000 ONETENTENHOMES.COM FOYER: 3/26/2019 9:15:41 AM SPEC HOME L5, B1 -PHEASANT RUN 4th ADD'N 17880 ESSEX LANE -LAKEVILLE, MN 55044 5OTT016 52.22.19 ES 514 1164 925 2603 GARAGE SLAB = 640 3.1.19 CB 3.22.19 CB 2.21.18 CB 8'-1 1/8" 8'-1 1/8" 3'-6" 8'-1 1/8" THE MORGAN II
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01: Upper Level
Member Name Results Current Solution Comments
Loft Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owners Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owners Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owners Suite Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
02: Main Level
Member Name Results Current Solution Comments
Kitchen Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Dropped Beam Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bedroom# 2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Garage 8' OHD Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Front Porch Dropped Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Foyer Garage Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Foyer Flush Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Foyer Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Living Room Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
03: Lower Level
Member Name Results Current Solution Comments
Bedroom# 4 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Family Room Window Passed 3 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom# 5 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
17880 Essex Lane, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 1 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"1.69"792 1358 2150 None
2 - Trimmer - SPF 3.00"3.00"1.69"792 1358 2150 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)2151 @ 1 1/2"3825 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1175 @ 1' 1/4"2872 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2158 @ 2' 3"3946 Passed (55%)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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Loft 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 Ian's Drawing Room, Plan Date; 3/1/2019
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' 3"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 2 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"404 687 1091 None
2 - Trimmer - SPF 1.50"1.50"1.50"404 687 1091 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)1091 @ 0 1913 (1.50")Passed (57%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)490 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)887 @ 1' 7 1/2"3946 Passed (22%)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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Owners Bath WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
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"12' 1"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 3 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"668 420 1088 None
2 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 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)1088 @ 1 1/2"3825 (3.00")Passed (28%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)810 @ 1' 1/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2042 @ 4'3946 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.031 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.080 @ 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 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' 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, Owners Suite WindowMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
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 8'3'20.0 35.0 Snow - Main
2 - Uniform (PSF)0 to 8'1'100.0 -Wall - Gable
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 4 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"280 476 756 None
2 - Trimmer - SPF 1.50"1.50"1.50"280 476 756 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)756 @ 0 1913 (1.50")Passed (40%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)154 @ 10 3/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)425 @ 1' 1 1/2"3946 Passed (11%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Upper Level, Owners Suite Side 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 Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0
1 - Uniform (PSF)0 to 2' 3"12' 1"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 5 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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 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.
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 Ian's Drawing Room, Plan Date; 3/1/2019
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 v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 6 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"2.20"2083 3509 5592 None
2 - Trimmer - SPF 3.00"3.00"2.27"2143 3613 5756 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)5756 @ 11' 10 1/2"7613 (3.00")Passed (76%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)4564 @ 10' 9 1/8"9878 Passed (46%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)16513 @ 6' 3/16"18346 Passed (90%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.377 @ 6' 1/16"0.392 Passed (L/374)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.601 @ 6' 1/16"0.587 Passed (L/235)--1.0 D + 1.0 S (All Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch: 0/12
•Deflection criteria: LL (L/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 12' o/c unless detailed otherwise.
Main Level, Dining Room Dropped BeamMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 12'N/A 13.0
1 - Uniform (PSF)0 to 2' (Front)13' 6"20.0 35.0 Snow - Main
2 - Uniform (PSF)2' to 12' (Front)15' 3"20.0 35.0 Snow - Main
3 - Uniform (PSF)0 to 12' (Front)2'20.0 35.0 Snow - Monos
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 7 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
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 Ian's Drawing Room, Plan Date; 3/1/2019
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 v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 8 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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 - PSL 5.50"5.50"3.04"6357 4140 6509 17006 None
2 - Trimmer - SPF 6.00"6.00"1.50"1732 350 2513 4595 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)14344 @ 4"25988 (5.50")Passed (55%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)7927 @ 1' 5 3/8"14817 Passed (53%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)10653 @ 3' 5 9/16"27519 Passed (39%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.084 @ 4' 4 13/16"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.149 @ 4' 4 5/16"0.425 Passed (L/682)--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' 3" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 3" o/c unless detailed otherwise.
Main Level, Garage 8' OHDMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 2 1/2"N/A 19.5
1 - Uniform (PSF)0 to 1'1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 1'1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 1'3'20.0 -35.0 Snow - Main
4 - Uniform (PSF)0 to 1'1'100.0 --Wall - Gable
5 - Uniform (PSF)1' to 9' 2 1/2"13' 1"20.0 -35.0 Snow - Garage
6 - Point (lb)1'N/A 5507 4450 5159 Roof Girder
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 9 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"611 879 1490 None
2 - Trimmer - SPF 3.00"3.00"1.50"611 879 1490 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)1491 @ 1 1/2"7613 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1270 @ 1' 2 7/8"9878 Passed (13%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6057 @ 8' 4 1/2"18346 Passed (33%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.414 @ 8' 4 1/2"0.825 Passed (L/479)--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 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 16' OHDMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0
1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 10 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"271 448 719 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"222 369 591 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)591 @ 3' 10 1/2"4463 (3.50")Passed (13%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)248 @ 2' 11 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (Alt Spans)
Moment (Ft-lbs)446 @ 2' 2 9/16"3946 Passed (11%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.002 @ 2' 2 5/16"0.112 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.003 @ 2' 2 5/16"0.169 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch: 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 1" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 1" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Front Porch Dropped BeamMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 1/2"N/A 7.0
1 - Uniform (PSF)0 to 4' 1/2" (Front)5' 9"20.0 35.0 Snow - Porch
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 11 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"183 299 482 None
2 - Trimmer - SPF 1.50"1.50"1.50"183 299 482 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)482 @ 0 1913 (1.50")Passed (25%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)229 @ 10 3/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)412 @ 1' 8 1/2"3946 Passed (10%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.002 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.003 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 5" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Front DoorMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 5"N/A 7.0
1 - Uniform (PSF)0 to 3' 5"5'20.0 35.0 Snow - Porch
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 12 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"416 1079 1495 None
2 - Trimmer - SPF 1.50"1.50"1.50"416 1079 1495 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)1495 @ 0 1913 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)626 @ 10 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1152 @ 1' 6 1/2"3431 Passed (34%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.005 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.007 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
Main Level, Foyer Garage Service 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 Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0
1 - Uniform (PSF)0 to 3' 1"17' 6"15.0 40.0 Floor - Upper Level
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 13 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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 - Stud wall - SPF 5.50"5.50"3.28"2053 159 2831 5043 Blocking
2 - Stud wall - SPF 5.50"5.50"3.28"2054 159 2832 5045 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)4886 @ 7' 7 1/2"8181 (5.50")Passed (60%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3431 @ 6' 8 1/2"7902 Passed (43%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6256 @ 3' 10 9/16"11985 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.112 @ 3' 11 11/16"0.182 Passed (L/779)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.198 @ 3' 11 11/16"0.365 Passed (L/442)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise.
Main Level, Foyer Flush BeamMEMBER REPORT PASSED
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Ian's Drawing Room, Plan Date; 3/1/2019
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' 11 1/2"N/A 10.4
1 - Uniform (PSF)0 to 7' 11 1/2"
(Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 7' 11 1/2"
(Front)1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 7' 11 1/2"
(Front)2'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 2' (Front)17' 3"20.0 -35.0 Snow - Main
5 - Uniform (PSF)6' to 7' 11 1/2"
(Front)17' 3"20.0 -35.0 Snow - Main
6 - Point (lb)2' (Front)N/A 792 -1358 Linked from: Loft
Window, Support 1
7 - Point (lb)6' (Front)N/A 792 -1358 Linked from: Loft
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 14 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"1703 213 1839 3755 None
2 - Trimmer - SPF 3.00"3.00"1.50"1707 426 1569 3702 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)3542 @ 1 1/2"7613 (3.00")Passed (47%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3255 @ 1' 1/2"7902 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)7554 @ 2' 6"11985 Passed (63%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.060 @ 2' 6"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.114 @ 2' 6"0.262 Passed (L/554)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Main Level, Foyer 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 Ian's Drawing Room, Plan Date; 3/1/2019
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"3'20.0 -35.0 Snow - Main
2 - Uniform (PSF)0 to 5' 6"1'100.0 --Wall - Gable
3 - Uniform (PSF)2' 6" to 5' 6"4'15.0 40.0 -Floor - Upper Level
4 - Uniform (PSF)2' 6" to 5' 6"1'80.0 --Wall - Upper Level
5 - Point (lb)2' 6"N/A 2053 159 2831
Linked from: Foyer
Flush Beam, Support
1
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 15 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1041 1763 2804 None
2 - Trimmer - SPF 3.00"3.00"1.50"1041 1763 2804 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)2804 @ 1 1/2"7613 (3.00")Passed (37%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1906 @ 1' 1/2"7902 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4213 @ 3' 3"11985 Passed (35%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.060 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.095 @ 3' 3"0.313 Passed (L/787)--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.
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 Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Snow
Loads Location (Side)Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.4
1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 16 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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 3.00"3.00"1.50"1005 2200 3205 None
2 - Trimmer - SPF 3.00"3.00"1.50"1005 2200 3205 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)3205 @ 1 1/2"7613 (3.00")Passed (42%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1991 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4015 @ 2' 9"10422 Passed (39%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.048 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.069 @ 2' 9"0.262 Passed (L/909)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Lower Level, Bedroom# 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 Ian's Drawing Room, Plan Date; 3/1/2019
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 10.4
1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 Floor - Main Level
2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 Floor - Deck
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 17 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"2.99"3136 2638 3298 9072 None
2 - Trimmer - SPF 3.00"3.00"2.70"2805 2607 2783 8195 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)7587 @ 1 1/2"7613 (3.00")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)6414 @ 1' 1/2"7265 Passed (88%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)13293 @ 2' 4 7/16"13541 Passed (98%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.130 @ 3' 2 1/8"0.208 Passed (L/577)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.222 @ 3' 2 1/16"0.313 Passed (L/337)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 4" 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 Ian's Drawing Room, Plan Date; 3/1/2019
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 (PSF)0 to 2' 3"13' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)2' 3" to 6' 6"13'15.0 40.0 -Floor - Main Level
3 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level
4 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck
5 - Uniform (PSF)0 to 2' 3"3'20.0 -35.0 Snow - Monos
6 - Uniform (PSF)2' 3" to 6' 6"15'20.0 -35.0 Snow - Main
7 - Point (lb)2' 3"N/A 2143 -3613
Linked from: Dining
Room Dropped
Beam, Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 18 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
3 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"1949 2200 1596 5745 None
2 - Trimmer - SPF 3.00"3.00"1.50"1927 2200 1554 5681 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)4796 @ 1 1/2"11419 (3.00")Passed (42%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2202 @ 1' 1/2"10308 Passed (21%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4204 @ 2' 8 5/16"15633 Passed (27%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.032 @ 2' 9 1/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.049 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
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 Ian's Drawing Room, Plan Date; 3/1/2019
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 15.6
1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)0 to 6"15'20.0 -35.0 Snow - Main
5 - Point (lb)6"N/A 844 -1444
Linked from:
Bedroom# 2
Window, Support 1
6 - Point (lb)5' 6"N/A 844 -1444
Linked from:
Bedroom# 2
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 19 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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"2594 2240 2306 7140 None
2 - Trimmer - SPF 3.00"3.00"2.37"2594 2240 2306 7140 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)6003 @ 7' 10 1/2"7613 (3.00")Passed (79%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4401 @ 1' 1/2"7902 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)7565 @ 4'10422 Passed (73%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.151 @ 4'0.258 Passed (L/615)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.265 @ 4'0.387 Passed (L/351)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 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 Ian's Drawing Room, Plan Date; 3/1/2019
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 (PSF)0 to 8'1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 1'15' 6"20.0 -35.0 Snow - Main
4 - Uniform (PSF)7' to 8'15' 6"20.0 -35.0 Snow - Main
5 - Point (lb)1'N/A 1042 -1763 Linked from: Kitchen
Window, Support 1
6 - Point (lb)7'N/A 1042 -1763 Linked from: Kitchen
Window, Support 2
Forte v5.4, Design Engine: V7.1.1.3
3/20/2019 2:12:27 PM
Page 20 of 20
17880 Essex Lane, Lakeville, MN.4te
Forte Software Operator
Alex Schoenbauer, EWP Specialist
Lyman Lumber Company
(952) 470-4803
alex_schoenbauer@lymanlumber.com
Job Notes
One Ten Ten Homes
The Morgan II
17880 Essex Lane, Lakeville, MN
3/20/2019 Job# 23413
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