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Home My WebLink AboutLA168476 17869 Essex Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 05/01/2019shutchins See Foundation Plan(2/5) for footing sizes. UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Holdown Holdown Tempered -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 01: Upper Level Member Name Results Current Solution Comments Loft Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Main Level Member Name Results Current Solution Comments Kitchen Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Dropped Beam Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bedroom# 2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage 8' OHD Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch Dropped Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Garage Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Flush Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Living Room Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 03: Lower Level Member Name Results Current Solution Comments Bedroom# 4 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Room Window Passed 3 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom# 5 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 17869 Essex Lane, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 1 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.69"792 1358 2150 None 2 - Trimmer - SPF 3.00"3.00"1.69"792 1358 2150 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2151 @ 1 1/2"3825 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1175 @ 1' 1/4"2872 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2158 @ 2' 3"3946 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.016 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.025 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Loft WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 1 - Uniform (PSF)0 to 4' 6"17' 3"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 2 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"404 687 1091 None 2 - Trimmer - SPF 1.50"1.50"1.50"404 687 1091 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1091 @ 0 1913 (1.50")Passed (57%)--1.0 D + 1.0 S (All Spans) Shear (lbs)490 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)887 @ 1' 7 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owners Bath WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"12' 1"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 3 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None 2 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1088 @ 1 1/2"3825 (3.00")Passed (28%)--1.0 D + 1.0 S (All Spans) Shear (lbs)810 @ 1' 1/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2042 @ 4'3946 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.080 @ 4'0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owners Suite WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 7.0 1 - Uniform (PSF)0 to 8'3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8'1'100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 4 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"280 476 756 None 2 - Trimmer - SPF 1.50"1.50"1.50"280 476 756 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)756 @ 0 1913 (1.50")Passed (40%)--1.0 D + 1.0 S (All Spans) Shear (lbs)154 @ 10 3/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)425 @ 1' 1 1/2"3946 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owners Suite Side WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 1 - Uniform (PSF)0 to 2' 3"12' 1"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 5 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None 2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Kitchen WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 6 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 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 5.50"5.50"2.28"2157 3633 5790 None 2 - Trimmer - SPF 5.50"5.50"2.35"2218 3741 5959 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)5959 @ 12' 1"13956 (5.50")Passed (43%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4567 @ 10' 11 5/8"9878 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)16531 @ 6' 2 5/8"18346 Passed (90%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.377 @ 6' 2 9/16"0.392 Passed (L/374)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.601 @ 6' 2 9/16"0.587 Passed (L/234)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 5" o/c unless detailed otherwise. Main Level, Dining Room Dropped BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 5"N/A 13.0 1 - Uniform (PSF)0 to 2' (Front)13' 6"20.0 35.0 Snow - Main 2 - Uniform (PSF)2' to 12' 5" (Front)15' 3"20.0 35.0 Snow - Main 3 - Uniform (PSF)0 to 12' 5" (Front)2'20.0 35.0 Snow - Monos Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 7 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Bedroom# 2 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 8 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.50"5.50"3.04"6357 4140 6509 17006 None 2 - Trimmer - SPF 6.00"6.00"1.50"1732 350 2513 4595 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14344 @ 4"25988 (5.50")Passed (55%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7927 @ 1' 5 3/8"14817 Passed (53%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)10653 @ 3' 5 9/16"27519 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.084 @ 4' 4 13/16"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.149 @ 4' 4 5/16"0.425 Passed (L/682)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 3" o/c unless detailed otherwise. Main Level, Garage 8' OHDMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 2 1/2"N/A 19.5 1 - Uniform (PSF)0 to 1'1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 1'1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1'3'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 1'1'100.0 --Wall - Gable 5 - Uniform (PSF)1' to 9' 2 1/2"13' 1"20.0 -35.0 Snow - Garage 6 - Point (lb)1'N/A 5507 4450 5159 Roof Girder Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 9 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"611 879 1490 None 2 - Trimmer - SPF 3.00"3.00"1.50"611 879 1490 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1491 @ 1 1/2"7613 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1270 @ 1' 2 7/8"9878 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6057 @ 8' 4 1/2"18346 Passed (33%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.414 @ 8' 4 1/2"0.825 Passed (L/479)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 16' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise. Main Level, Garage 16' OHDMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 10 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"331 547 878 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"241 406 647 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)646 @ 4' 4"4463 (3.50")Passed (14%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)295 @ 1' 8 3/4"2872 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)517 @ 2' 7"3946 Passed (13%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.003 @ 2' 6 1/2"0.120 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.004 @ 2' 6 1/2"0.180 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 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, Front Porch Dropped BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 1 - Uniform (PSF)0 to 4' 6" (Front)6'20.0 35.0 Snow - Porch Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 11 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"183 299 482 None 2 - Trimmer - SPF 1.50"1.50"1.50"183 299 482 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)482 @ 0 1913 (1.50")Passed (25%)--1.0 D + 1.0 S (All Spans) Shear (lbs)229 @ 10 3/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)412 @ 1' 8 1/2"3946 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Front DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 1 - Uniform (PSF)0 to 3' 5"5'20.0 35.0 Snow - Porch Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 12 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"416 1079 1495 None 2 - Trimmer - SPF 1.50"1.50"1.50"416 1079 1495 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1495 @ 0 1913 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)626 @ 10 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1152 @ 1' 6 1/2"3431 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Foyer Garage Service DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 1 - Uniform (PSF)0 to 3' 1"17' 6"15.0 40.0 Floor - Upper Level Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 13 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.28"2053 159 2831 5043 Blocking 2 - Stud wall - SPF 5.50"5.50"3.28"2054 159 2832 5045 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4886 @ 7' 7 1/2"8181 (5.50")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3431 @ 6' 8 1/2"7902 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6256 @ 3' 10 9/16"11985 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.112 @ 3' 11 11/16"0.182 Passed (L/779)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.198 @ 3' 11 11/16"0.365 Passed (L/442)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. Main Level, Foyer Flush BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 11 1/2"N/A 10.4 1 - Uniform (PSF)0 to 7' 11 1/2" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 7' 11 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7' 11 1/2" (Front)2'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 2' (Front)17' 3"20.0 -35.0 Snow - Main 5 - Uniform (PSF)6' to 7' 11 1/2" (Front)17' 3"20.0 -35.0 Snow - Main 6 - Point (lb)2' (Front)N/A 792 -1358 Linked from: Loft Window, Support 1 7 - Point (lb)6' (Front)N/A 792 -1358 Linked from: Loft Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 14 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1703 213 1839 3755 None 2 - Trimmer - SPF 3.00"3.00"1.50"1707 426 1569 3702 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3542 @ 1 1/2"7613 (3.00")Passed (47%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3255 @ 1' 1/2"7902 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7554 @ 2' 6"11985 Passed (63%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.060 @ 2' 6"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 2' 6"0.262 Passed (L/554)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Main Level, Foyer WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 1 - Uniform (PSF)0 to 5' 6"3'20.0 -35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 6"1'100.0 --Wall - Gable 3 - Uniform (PSF)2' 6" to 5' 6"4'15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)2' 6" to 5' 6"1'80.0 --Wall - Upper Level 5 - Point (lb)2' 6"N/A 2053 159 2831 Linked from: Foyer Flush Beam, Support 1 Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 15 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1041 1763 2804 None 2 - Trimmer - SPF 3.00"3.00"1.50"1041 1763 2804 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2804 @ 1 1/2"7613 (3.00")Passed (37%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1906 @ 1' 1/2"7902 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4213 @ 3' 3"11985 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.060 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.095 @ 3' 3"0.313 Passed (L/787)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Main Level, Living Room WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 16 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1005 2200 3205 None 2 - Trimmer - SPF 3.00"3.00"1.50"1005 2200 3205 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3205 @ 1 1/2"7613 (3.00")Passed (42%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1991 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4015 @ 2' 9"10422 Passed (39%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.048 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.069 @ 2' 9"0.262 Passed (L/909)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Lower Level, Bedroom# 4 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 Floor - Deck Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 17 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"3.03"3185 2638 3382 9205 None 2 - Trimmer - SPF 3.00"3.00"2.72"2830 2607 2826 8263 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)7700 @ 1 1/2"7613 (3.00")Passed (101%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6527 @ 1' 1/2"7265 Passed (90%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)13527 @ 2' 4 1/16"13541 Passed (100%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.132 @ 3' 2 1/16"0.208 Passed (L/569)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.226 @ 3' 2 1/16"0.313 Passed (L/332)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Lower Level, Family Room Patio DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 9.7 1 - Uniform (PSF)0 to 2' 3"13' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)2' 3" to 6' 6"13'15.0 40.0 -Floor - Main Level 3 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level 4 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 5 - Uniform (PSF)0 to 2' 3"3'20.0 -35.0 Snow - Monos 6 - Uniform (PSF)2' 3" to 6' 6"15'20.0 -35.0 Snow - Main 7 - Point (lb)2' 3"N/A 2218 -3741 Linked from: Dining Room Dropped Beam, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 18 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1949 2200 1596 5745 None 2 - Trimmer - SPF 3.00"3.00"1.50"1927 2200 1554 5681 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4796 @ 1 1/2"11419 (3.00")Passed (42%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2202 @ 1' 1/2"10308 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4204 @ 2' 8 5/16"15633 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.032 @ 2' 9 1/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.049 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Lower Level, Family Room WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 15.6 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)0 to 6"15'20.0 -35.0 Snow - Main 5 - Point (lb)6"N/A 844 -1444 Linked from: Bedroom# 2 Window, Support 1 6 - Point (lb)5' 6"N/A 844 -1444 Linked from: Bedroom# 2 Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 19 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.37"2594 2240 2306 7140 None 2 - Trimmer - SPF 3.00"3.00"2.37"2594 2240 2306 7140 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6003 @ 7' 10 1/2"7613 (3.00")Passed (79%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4401 @ 1' 1/2"7902 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7565 @ 4'10422 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.151 @ 4'0.258 Passed (L/615)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.265 @ 4'0.387 Passed (L/351)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. Lower Level, Bedroom# 5 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/29/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 1 - Uniform (PSF)0 to 8'14'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 8'1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1'15' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)7' to 8'15' 6"20.0 -35.0 Snow - Main 5 - Point (lb)1'N/A 1042 -1763 Linked from: Kitchen Window, Support 1 6 - Point (lb)7'N/A 1042 -1763 Linked from: Kitchen Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/17/2019 10:01:13 AM Page 20 of 20 17869 Essex Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Morgan II 17869 Essex Lane, Lakeville, MN 4/17/2019; #23462 04/25/19XKP