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Home My WebLink AboutLA169814 - 20378 Greenwood Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 01: Upper Level Member Name Results Current Solution Comments Bedroom #2 Window Side Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Bathroom Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Bathroom Back Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Landing Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bathroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Main Level Member Name Results Current Solution Comments Flush Beam over Mud/Flex Room (V)Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Great Room Window Rear Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Flex Room Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Dining Room Window sides Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Window Side Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Landing Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch (H) Dropped Beam Passed 2 Piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL Garage door header (16')Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flex room Side Window 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 11 7/8" 1.55E TimberStrand® LSL Stairs Flush Beam(V)Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mudroom Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage 8' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Dining Room Flush Beam Passed 2 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Front Porch (V) Flush Beam Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Stair Railing Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch (H) Flush Beam Passed 3 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Bathroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Kitchen Hall Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 03: Lower Level Member Name Results Current Solution Comments Family Room Flush Beam Passed 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Family Room Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Mechanical Room Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom# 5 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Patio Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 04: Girders (Sized for point loads only) Member Name Results Current Solution Comments Garage (H) Roof Girder Passed 2 Piece(s) 1 3/4" x 24" 2.0E Microllam® LVL Garage (V) Roof Girder Failed 2 Piece(s) 1 3/4" x 24" 2.0E Microllam® LVL Multiple Failures/Errors 20378 Greenwood Ave, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 1 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"2.33"1093 1881 2974 None 2 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 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)2974 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1760 @ 1' 1/4"2872 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3355 @ 2' 6"3946 Passed (85%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.049 @ 2' 6"0.237 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' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #2 Window SideMEMBER 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 1 - Uniform (PSF)0 to 5'21' 6"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 2 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"492 847 1339 None 2 - Trimmer - SPF 1.50"1.50"1.50"492 847 1339 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)1338 @ 0 1913 (1.50")Passed (70%)--1.0 D + 1.0 S (All Spans) Shear (lbs)273 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)753 @ 1' 1 1/2"3946 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 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, Owner's Bathroom 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 Iain's; Plan dated 11/26/2018 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"21' 6"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 3 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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. Upper Level, Owners Bathroom Back 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 Iain's; Plan dated 11/26/2018 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"3'20.0 35.0 Snow - Main 2 - Uniform (PLF)0 to 5' 6"N/A 100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 4 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owner's 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - main Rake 2 - Uniform (PSF)0 to 8' 6"1'100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 5 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"2.03"1435 2450 3885 None 2 - Trimmer - SPF 3.00"3.00"2.03"1435 2450 3885 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)3885 @ 1 1/2"5738 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2695 @ 1' 1/4"4308 Passed (63%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5999 @ 3' 4"5919 Passed (101%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.067 @ 3' 4"0.214 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.107 @ 3' 4"0.321 Passed (L/720)--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" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Stair 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 8"N/A 10.6 1 - Uniform (PSF)0 to 6' 8"21'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 6 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #3 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - main Rake 2 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Gable end wall load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 7 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"199 138 337 None 2 - Trimmer - SPF 1.50"1.50"1.50"199 138 337 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)337 @ 0 1913 (1.50")Passed (18%)--1.0 D + 1.0 S (All Spans) Shear (lbs)69 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)190 @ 1' 1 1/2"3946 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 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, Bathroom 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 Iain's; Plan dated 11/26/2018 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"2'20.0 35.0 Snow - main Rake 2 - Uniform (PLF)0 to 2' 3"N/A 100.0 -Gable end wall load 3 - Uniform (PSF)0 to 2' 3"1' 6"20.0 35.0 Snow - main Eyebrow Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 8 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 3 piece(s) 1 3/4" x 11 7/8" 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 - Column - SPF 5.50"5.50"1.69"2494 192/-32 3929 6615/-32 Blocking 2 - Column - PSL 5.50"5.50"4.34"8445 534 12078 21057 None 3 - Column - SPF 5.50"5.50"1.93"2924 207/-22 4429 7560/-22 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)20522 @ 10' 6"25988 (5.50")Passed (79%)--1.0 D + 1.0 S (All Spans) Shear (lbs)8802 @ 11' 8 5/8"14817 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-21958 @ 10' 6"27519 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.195 @ 16' 7"0.279 Passed (L/687)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.309 @ 16' 8 1/8"0.558 Passed (L/433)--1.0 D + 1.0 S (Alt 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 14' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 4" o/c unless detailed otherwise. Main Level, Flush Beam over Mud/Flex Room (V)MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 22'N/A 19.5 1 - Uniform (PSF)0 to 13' (Front)21' 6"20.0 -35.0 Snow - Main 2 - Uniform (PSF)15' to 22' (Front)21' 6"20.0 -35.0 Snow - Main 3 - Uniform (PLF)0 to 22' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper Level 5 - Uniform (PSF)0 to 22' (Front)4'20.0 -35.0 Snow - Monos 6 - Point (lb)13' (Front)N/A 492 -847 Linked from: Owner's Bathroom Side Window, Support 1 7 - Point (lb)15' (Front)N/A 492 -847 Linked from: Owner's Bathroom Side Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 9 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.94"2071 2158 525 4754 None 2 - Trimmer - SPF 3.00"3.00"1.58"1848 1585 525 3958 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)4229 @ 1 1/2"6525 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3067 @ 1' 1/2"9595 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6729 @ 4' 5 3/8"8645 Passed (78%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.208 @ 4' 7 15/16"0.308 Passed (L/533)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.367 @ 4' 8 1/8"0.463 Passed (L/302)--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 7' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c unless detailed otherwise. Main Level, Great Room Window RearMEMBER 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 Iain's; Plan dated 11/26/2018 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' 6"N/A 8.7 1 - Uniform (PSF)0 to 1' 9"12'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)1' 9" to 9' 6"7' 9"15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 9' 6"N/A 80.0 --Wall - Upper Level 4 - Point (lb)1' 9"N/A 200 500 -Floor - Girder 5 - Uniform (PSF)0 to 9"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)8' 9" to 9' 6"3'20.0 -35.0 Snow - Main 7 - Uniform (PLF)0 to 9"N/A 100.0 --Wall - Gable 8 - Uniform (PLF)8' 9" to 9' 6"N/A 100.0 --Wall - Gable 9 - Point (lb)9"N/A 710 -446 Linked from: Owner's Suite Window, Support 1 10 - Point (lb)8' 9"N/A 710 -446 Linked from: Owner's Suite Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 10 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 1/2" x 9 1/2" 1.5E 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"548 -341 889 None 2 - Trimmer - SPF 4.50"4.50"3.81"3493 207/-22 4783 8483/-22 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) [Group] Member Reaction (lbs)8277 @ 6' 4 1/2"9788 (4.50")Passed (85%)--1.0 D + 1.0 S (All Spans) [1] Shear (lbs)604 @ 1' 1/2"11034 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) [1] Moment (Ft-lbs)1336 @ 3' 3"9941 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) [1] Live Load Defl. (in)0.014 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1] Total Load Defl. (in)0.036 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1] 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' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c unless detailed otherwise. Main Level, Flex 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 8.7 1 - Uniform (PSF)0 to 6' 7 1/2"3'20.0 -35.0 Snow - Monos 2 - Uniform (PSF)0 to 6' 7 1/2"1'100.0 --Wall - Gable 3 - Point (lb)6' 7 1/2"N/A 2924 207/-22 4429 Linked from: Flush Beam over Mud/Flex Room (V), Support 3 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 11 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"419 707 1126 None 2 - Trimmer - SPF 1.50"1.50"1.50"419 707 1126 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)1125 @ 0 1913 (1.50")Passed (59%)--1.0 D + 1.0 S (All Spans) Shear (lbs)651 @ 10 3/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1196 @ 2' 1 1/2"3946 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.009 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.014 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dining Room Window sidesMEMBER 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PSF)0 to 4' 3"9' 6"20.0 35.0 Snow - main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 12 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"508 831 1339 None 2 - Trimmer - SPF 3.00"3.00"1.50"508 831 1339 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)1340 @ 1 1/2"3825 (3.00")Passed (35%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1052 @ 1' 1/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3016 @ 4' 9"3946 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.104 @ 4' 9"0.308 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.168 @ 4' 9"0.463 Passed (L/662)--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 9' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 7.0 1 - Uniform (PSF)0 to 9' 6"5'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 13 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.73"914 70 1286 2270 None 2 - Trimmer - SPF 3.00"3.00"1.73"914 70 1286 2270 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)2200 @ 1 1/2"3825 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans) Shear (lbs)917 @ 1' 1/4"2872 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1660 @ 1' 9"3946 Passed (42%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.011 @ 1' 9"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' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Great Room Window Side 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 1 - Uniform (PSF)0 to 3' 6"1'15.0 40.0 -Upper level floor load 2 - Uniform (PLF)0 to 3' 6"N/A 80.0 --Upper level exterior wall load 3 - Uniform (PSF)0 to 3' 6"21'20.0 -35.0 Snow - main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 14 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"292 265 557 None 2 - Trimmer - SPF 1.50"1.50"1.50"292 265 557 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)557 @ 0 1913 (1.50")Passed (29%)--1.0 D + 1.0 L (All Spans) Shear (lbs)331 @ 10 3/4"2498 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)615 @ 2' 2 1/2"3431 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 2' 2 1/2"0.147 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 2' 2 1/2"0.221 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 4' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 5" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Stair 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 5"N/A 7.0 1 - Uniform (PLF)0 to 4' 5"N/A 80.0 -Upper level exterior wall load 2 - Uniform (PSF)0 to 4' 5"3'15.0 40.0 Floor - Upper Landing Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 15 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 None 2 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 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)1366 @ 1 1/2"3825 (3.00")Passed (36%)--1.0 D + 1.0 L (All Spans) Shear (lbs)903 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1890 @ 3' 1/8"3431 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.029 @ 3' 1/8"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.041 @ 3' 1/8"0.289 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 6' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Foyer 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 1/4"N/A 7.0 1 - Uniform (PSF)0 to 6' 1/4"8' 1 1/2"15.0 40.0 Upper level floor load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 16 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 3/4" x 7 1/4" 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"1.50"332 17 477 826 None 2 - Column - SPF 5.50"5.50"1.50"295 -106 1015 1310/-106 Blocking 3 - Column - SPF 5.50"5.50"3.03"4416 955 3274 8645 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)7691 @ 18' 2 3/4"13956 (5.50")Passed (55%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)5232 @ 18' 11 1/2"6031 Passed (87%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)-4648 @ 18' 2 3/4"7156 Passed (65%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.084 @ 4' 9 1/16"0.304 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.114 @ 18' 11 1/2"0.200 Passed (2L/154)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (0.2"). •Top Edge Bracing (Lu): Top compression edge must be braced at 19' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 2" o/c unless detailed otherwise. Main Level, Front Porch (H) 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 11 1/2"N/A 7.9 1 - Uniform (PSF)0 to 18' 11 1/2" (Front)3'20.0 -35.0 Snow - Porch 2 - Point (lb)18' 11 1/2" (Front)N/A 3755 865 2557 Linked from: Front Porch (V) Flush Beam, Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 17 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 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)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 10" 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 (16')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 Iain's; Plan dated 11/26/2018 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 - main Rake 2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Gable end wall load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 18 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"413 683 1096 None 2 - Trimmer - SPF 3.00"3.00"1.50"413 683 1096 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)1095 @ 1 1/2"3825 (3.00")Passed (29%)--1.0 D + 1.0 S (All Spans) Shear (lbs)751 @ 1' 1/4"2872 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1646 @ 3' 3"3946 Passed (42%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.026 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.042 @ 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, Flex room 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 1 - Uniform (PSF)0 to 6' 6"6'20.0 35.0 Snow - main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 19 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 3/4" x 11 7/8" 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 Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.98"1261 3176 4437 Blocking 2 - Stud wall - SPF 5.50"5.50"2.15"926 2268 3194 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)4438 @ 4"8181 (5.50")Passed (54%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3145 @ 1' 5 3/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9597 @ 4' 11 5/8"15953 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.170 @ 5' 3/8"0.237 Passed (L/671)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.238 @ 5' 3/8"0.475 Passed (L/480)--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 10' 2" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 2" 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10' 2"N/A 13.0 1 - Uniform (PSF)0 to 7' (Front)16'15.0 40.0 Upper level floor load 2 - Uniform (PSF)7' to 10' 2" (Front)4' 6"15.0 40.0 Upper level floor load 3 - Point (lb)7' (Front)N/A 161 394 Linked from: Stairs Flush Beam(V), Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 20 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 9 1/4" SPF beam 3.00"Hanger¹1.50"161 394 555 See note ¹ 2 - Stud wall - SPF 3.00"3.00"1.50"154 371 525 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)493 @ 3"1913 (1.50")Passed (26%)--1.0 D + 1.0 L (All Spans) Shear (lbs)297 @ 1' 1/4"2498 Passed (12%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)478 @ 2' 2 1/4"3431 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 2' 2 1/4"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.005 @ 2' 2 1/4"0.194 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 4' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Stairs Flush Beam(V)MEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 3-10d None 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)3" to 4' 3"N/A 7.0 1 - Uniform (PSF)0 to 4' 3" (Front)1'15.0 40.0 Upper level floor load 2 - Uniform (PSF)0 to 4' 3" (Front)3' 6"15.0 40.0 Stair load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 21 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"509 1328 1837 None 2 - Trimmer - SPF 1.50"1.50"1.50"509 1328 1837 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)1837 @ 0 1913 (1.50")Passed (96%)--1.0 D + 1.0 L (All Spans) Shear (lbs)784 @ 10 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1435 @ 1' 6 3/4"3431 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 6 3/4"0.104 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 3/4"0.156 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 3' 2" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 2" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Mudroom 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1 1/2"N/A 7.0 1 - Uniform (PSF)0 to 3' 1 1/2"21' 3"15.0 40.0 Upper level floor load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 22 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"1129 1876 3005 None 2 - Trimmer - PSL 5.25"5.25"4.70"5417 9376 14793 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)14793 @ 8' 7 1/2"16538 (5.25")Passed (89%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2153 @ 1' 2 7/8"9878 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6202 @ 4' 4 1/2"18346 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.080 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.129 @ 4' 4 1/2"0.425 Passed (L/792)--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 8' 11" 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 11 1/4"N/A 13.0 1 - Uniform (PSF)0 to 8' 11 1/4"12' 3"20.0 35.0 Snow - main 2 - Point (lb)8' 11 1/4"N/A 4240 7420 Girder Truss Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 23 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL •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"4.95"3679 3302 1613 8594 Blocking 2 - Stud wall - SPF 5.50"5.50"5.00"3707 3358 1616 8681 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)7438 @ 14' 8"8181 (5.50")Passed (91%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5489 @ 13' 4 1/2"9310 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)23976 @ 7' 3"24258 Passed (99%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.320 @ 7' 5 13/16"0.358 Passed (L/538)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.637 @ 7' 5 5/8"0.717 Passed (L/270)--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 4' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise. Main Level, Dining Room 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 15'N/A 14.3 1 - Uniform (PSF)0 to 13' 6" (Front)11'15.0 40.0 -Upper level floor load 2 - Uniform (PSF)13' 6" to 15' (Front)12'15.0 40.0 -Upper level floor load 3 - Uniform (PSF)0 to 15' (Front)1'80.0 --Wall - Upper Level 4 - Point (lb)2' 9" (Front)N/A 188 -118 Master Bathroom Toilet Window 5 - Point (lb)4' 9" (Front)N/A 188 -118 Master Bathroom Toilet Window 6 - Point (lb)7' 3" (Front)N/A 459 -289 Owners Suite WIC Window 7 - Point (lb)12' 3" (Front)N/A 459 -289 Owners Suite WIC Window 8 - Uniform (PSF)0 to 15' (Front)3'20.0 -35.0 Snow - Monos 9 - Uniform (PSF)0 to 2' 9" (Front)3'20.0 -35.0 Snow - Main 10 - Uniform (PSF)4' 9" to 7' 3" (Front)3'20.0 -35.0 Snow - Main 11 - Uniform (PSF)12' 3" to 15' (Front)3'20.0 -35.0 Snow - Main 12 - Uniform (PSF)0 to 2' 9" (Front)1'100.0 --Wall - Gable 13 - Uniform (PSF)4' 9" to 7' 3" (Front)1'100.0 --Wall - Gable 14 - Uniform (PSF)12' 3" to 15' (Front)1'100.0 --Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 24 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 1/2" x 9 1/2" 1.5E 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 - LSL 3.50"3.50"2.45"3755 865 2557 7177 Blocking 2 - Stud wall - SPF 5.50"5.50"4.19"2465 327 2874 5666 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)5339 @ 8' 1 1/2"7013 (5.50")Passed (76%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)5930 @ 1' 7"11034 Passed (54%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9503 @ 4' 1/8"9941 Passed (96%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.173 @ 4' 4 1/2"0.187 Passed (L/520)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.360 @ 4' 3 1/2"0.374 Passed (L/249)--1.0 D + 1.0 S (Alt 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). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Main Level, Front Porch (V) 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 Iain's; Plan dated 11/26/2018 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' 5 1/2"N/A 8.7 1 - Uniform (PSF)0 to 2' (Front)3'20.0 -35.0 Snow - Monos 2 - Uniform (PSF)0 to 2' (Front)1'100.0 --Wall - Gable 3 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'80.0 --Wall - Upper Level 5 - Uniform (PSF)2' to 4' (Front)11' 6"20.0 -35.0 Snow - Main 6 - Uniform (PSF)4' to 5' (Front)14' 6"20.0 -35.0 Snow - Main 7 - Uniform (PSF)5' to 8' 5 1/2" (Front)21' 6"20.0 -35.0 Snow - Main 8 - Point (lb)2' (Front)N/A 2976 934 1304 Linked from: Front Porch (H) Flush Beam, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 25 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"294 744 1038 See note ¹ 2 - Beam - SPF 3.00"3.00"1.50"276 694 970 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)918 @ 3 1/2"1913 (1.50")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)594 @ 1' 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1004 @ 2' 5 3/4"3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 2' 5 3/4"0.109 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.012 @ 2' 5 3/4"0.219 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 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. Main Level, Stair Railing Flush BeamMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d None 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)3 1/2" to 4' 9 1/2"N/A 7.0 1 - Uniform (PSF)0 to 4' 9 1/2" (Front)7' 6"15.0 40.0 Floor - Upper Level Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 26 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.08"3016 808 1356 5180 Blocking 2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"2976 934 1304 5214 See note ¹ 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)4672 @ 18' 8"5906 (1.50")Passed (79%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4160 @ 17' 8 1/8"13622 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)18939 @ 9' 8 13/16"30788 Passed (62%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.303 @ 9' 6 5/8"0.458 Passed (L/726)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.853 @ 9' 6 3/8"0.917 Passed (L/258)--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 14' 11" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 8" o/c unless detailed otherwise. Main Level, Front Porch (H) Flush BeamMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger HGUS5.50/10 4.00"N/A 46-10d 16-10d None Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 8"N/A 18.2 1 - Uniform (PSF)0 to 12' (Front)2'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)12' to 18' 11 1/2" (Front)3'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'20.0 -35.0 Snow - Monos 5 - Uniform (PSF)0 to 5' 6" (Front)3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)3'20.0 -35.0 Snow - Main 7 - Uniform (PSF)0 to 5' 6" (Front)1'100.0 --Wall - Gable 8 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)1'100.0 --Wall - Gable 9 - Point (lb)5' 6" (Front)N/A 710 -446 Linked from: Bedroom #3 Window, Support 1 10 - Point (lb)13' 6" (Front)N/A 710 -446 Linked from: Bedroom #3 Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 27 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 28 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"202 508 710 None 2 - Trimmer - SPF 1.50"1.50"1.50"202 508 710 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)710 @ 0 1913 (1.50")Passed (37%)--1.0 D + 1.0 L (All Spans) Shear (lbs)318 @ 10 3/4"2498 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)577 @ 1' 7 1/2"3431 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.004 @ 1' 7 1/2"0.162 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 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. Main Level, Bathroom 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"7' 9 3/4"15.0 40.0 Floor - Upper Level Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 29 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"473 715 40 1228 None 2 - Trimmer - SPF 1.50"1.50"1.50"872 715 293 1880 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)1628 @ 3' 3"1913 (1.50")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)615 @ 2' 4 1/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1019 @ 1' 8 5/8"3431 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 1' 7 15/16"0.108 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 1' 8 1/8"0.162 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 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. Main Level, Kitchen Hall 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 3"1'80.0 --Wall - Upper Level 3 - Point (lb)2' 10"N/A 459 -289 Master Bath Tub Window 4 - Uniform (PSF)2' 10" to 3' 3"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)2' 10" to 3' 3"1'100.0 --Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 30 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL •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 - Column - PSL 5.50"5.50"3.30"5441 7571 1613 14625 Blocking 2 - Column - PSL 5.50"5.50"3.29"5428 7519 1616 14563 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)13012 @ 4"21656 (5.50")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4722 @ 1' 7 1/2"13965 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20620 @ 7' 5 7/8"36387 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.248 @ 7' 5 15/16"0.358 Passed (L/695)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.350 @ 7' 5 15/16"0.717 Passed (L/492)--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 15' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise. Lower Level, Family Room 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 1 - Uniform (PSF)0 to 13' (Front)14' 3"15.0 40.0 -Upper level floor load 2 - Uniform (PSF)13' to 15' (Front)12' 9"15.0 40.0 -Upper level floor load 3 - Point (lb)0 (Front)N/A 3679 3302 1613 Linked from: Dining Room Flush Beam, Support 1 4 - Point (lb)15' (Front)N/A 3707 3358 1616 Linked from: Dining Room Flush Beam, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 31 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 1/2" x 9 1/2" 1.5E 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"1126 1885 3011 None 2 - Trimmer - SPF 3.00"3.00"1.50"930 1362 2292 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)3011 @ 1 1/2"6525 (3.00")Passed (46%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2350 @ 1' 1/2"9595 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4854 @ 4' 3/16"8645 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.129 @ 4' 2 1/8"0.275 Passed (L/768)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.214 @ 4' 2 1/4"0.412 Passed (L/463)--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 8' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 8.7 1 - Uniform (PSF)0 to 1' 3"9' 9"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)1' 3" to 8' 6"7' 6"15.0 40.0 Floor - Main Level 3 - Uniform (PLF)0 to 8' 6"N/A 90.0 -Wall - Main Level 4 - Point (lb)1' 3"N/A 219 584 H Truss Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 32 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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"473 1233 1706 None 2 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 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)1707 @ 0 1913 (1.50")Passed (89%)--1.0 D + 1.0 L (All Spans) Shear (lbs)715 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1316 @ 1' 6 1/2"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 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 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' 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. Lower Level, Mechanical Room 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 Iain's; Plan dated 11/26/2018 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"20'15.0 40.0 Main level floor load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 33 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.51"721 1210 1931 None 2 - Trimmer - SPF 3.00"3.00"1.51"721 1210 1931 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)1931 @ 1 1/2"3825 (3.00")Passed (50%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1214 @ 1' 1/4"2498 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2419 @ 2' 9"3431 Passed (70%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.027 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.043 @ 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 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. 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 Iain's; Plan dated 11/26/2018 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 7.0 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 Main level floor load 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 -Main level Wall load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 34 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.56"689 1300 1989 None 2 - Trimmer - SPF 3.00"3.00"1.56"689 1300 1989 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)1989 @ 1 1/2"3825 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1364 @ 1' 1/4"2498 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2988 @ 3' 3"3431 Passed (87%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.050 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.076 @ 3' 3"0.313 Passed (L/989)--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. •Applicable calculations are based on NDS. 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 Main level floor load 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Main level exterior wall load 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 Deck load Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 35 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 3/4" x 24" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"4.76"4012 2604 1492 8108 Blocking 2 - Hanger on 24" SPF beam 5.50"Hanger¹2.63"3962 2635 1448 8045 See note ¹ 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)6893 @ 20' 6"6893 (2.63")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5174 @ 18' 6"15960 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)32307 @ 10' 5 5/16"66251 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.157 @ 10' 5 1/16"0.672 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.362 @ 10' 5 1/16"1.008 Passed (L/669)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 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 7' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 6" o/c unless detailed otherwise. Girders (Sized for point loads only), Garage (H) Roof GirderMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 20' 6"N/A 24.5 1 - Uniform (PSF)0 to 20' 11 1/2" (Front)6' 3"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 20' 11 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Point (lb)3' (Front)N/A 188 -118 4 - Point (lb)5' (Front)N/A 188 -118 5 - Point (lb)13' 3" (Front)N/A 188 -118 6 - Point (lb)15' 3" (Front)N/A 188 -118 7 - Point (lb)16' 3" (Front)N/A 188 -118 8 - Point (lb)18' 3" (Front)N/A 188 -118 9 - Uniform (PSF)0 to 3' (Front)3'20.0 -35.0 Snow - Main 10 - Uniform (PSF)5' to 13' 3" (Front)3'20.0 -35.0 Snow - Main 11 - Uniform (PSF)15' 3" to 16' 3" (Front)3'20.0 -35.0 Snow - Main 12 - Uniform (PSF)18' 3" to 20' 11 1/2" (Front)3'20.0 -35.0 Snow - Main 13 - Uniform (PSF)0 to 3' (Front)1'100.0 --Wall - Gable 14 - Uniform (PSF)5' to 13' 3" (Front)1'100.0 --Wall - Gable 15 - Uniform (PSF)15' 3" to 16' 3" (Front)1'100.0 --Wall - Gable 16 - Uniform (PSF)18' 3" to 20' 11 1/2" (Front)1'100.0 --Wall - Gable 17 - Uniform (PSF)0 to 20' 11 1/2" (Front)1'20.0 -35.0 Snow - Garage Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 36 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 37 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530 2 piece(s) 1 3/4" x 24" 2.0E Microllam® LVL •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"8.60"6288 1792 6510 14590 Blocking 2 - Stud wall - SPF 5.50"5.50"11.41"7642 1350 9333 18325 Blocking Support 1 failed the reaction check due to insufficient bearing capacity. Support 2 failed the reaction check due to insufficient bearing capacity. 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)16974 @ 20' 2"8181 (5.50")Failed (207%)--1.0 D + 1.0 S (All Spans) Shear (lbs)13056 @ 18' 1/2"18354 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)78359 @ 9' 7 3/16"76188 Failed (103%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.395 @ 10' 4 1/4"0.661 Passed (L/602)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.783 @ 10' 3"0.992 Passed (L/304)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 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 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 6" o/c unless detailed otherwise. Girders (Sized for point loads only), Garage (V) Roof GirderMEMBER REPORT FAILED 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 Iain's; Plan dated 11/26/2018 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 20' 6"N/A 24.5 1 - Uniform (PSF)0 to 20' 6" (Front)1'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)0 to 7' 10" (Front)10' 3"20.0 -35.0 Snow - Garage 3 - Uniform (PSF)7' 10" to 20' 6" (Front)1'80.0 --Wall - Upper Level 4 - Uniform (PSF)7' 10" to 20' 6" (Front)1'15.0 40.0 -Floor - Upper Level 5 - Uniform (PSF)7' 10" to 17' (Front)21'20.0 -35.0 Snow - Main 6 - Uniform (PSF)20' to 20' 6" (Front)21'20.0 -35.0 Snow - Main 7 - Point (lb)7' 10" (Front)N/A 3962 2635 1448 Linked from: Garage (H) Roof Girder, Support 2 8 - Point (lb)17' (Front)N/A 1093 -1881 Linked from: Bedroom #2 Window Side, Support 1 9 - Point (lb)20' (Front)N/A 1093 -1881 Linked from: Bedroom #2 Window Side, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 2:59:05 PM Page 38 of 38 20378 Greenwood Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz - Reagan XL Abhi & Tarah Sachdev 20378 Greenwood Ave, Lakeville, MN 5/23/2019 Job# 23530