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HomeMy WebLinkAboutLA187254 8230 198th St W 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 01/05/2021dmathews Smoke CO (3)9-1/2" LSL (3)9-1/2" LSL (2)11-7/8 LSL (2)9-1/2" LSL (3)14" LVL (2)2x10(2)2x10 (2)2x10(2)2x10 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (2)2x10 (cont.) (2)9-1/2" LSL (2)11-7/8 LSL (2)9-1/2" LSL (2)9-1/2" LSL (2)9-1/2" LSL CO (3)2x8(2)2x8(2)11-7/8 LSL (2)11-7/8 LSL (2)11-7/8 LSL (3)5-1/2" LSLCS-PF CS-PF CS-PFCS-PF -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). (2)2x10 (2)2x10(2)2x10(2)2x10 Address: 8230 198th Street Braced Wall Line Notes Reference table R602.10.3(1) (pg220)LocationWindStorySpacingMethodMin. Lngth Ft.*Wind Exp. BRoof Ridge*Wall Hgt FctrLine CountLine Count FctrInterior GypsumTotal Req'd Ft.Total DesignedBWL #1 <90 2 36 CS-WSP 10.80 1.00 1.14 0.9375 2 1.00 1.00 11.49 19.50 pass BWL #2 <16'<90 2 57 CS-WSP 16.25 1.00 1.14 0.9375 2 1.00 1.00 4.00 12.00 pass BWL #3 <16'<90 2 57 CS-WSP 16.25 1.00 1.14 0.9375 2 1.00 1.00 4.00 12.00 pass BWL #4***<90 1 26 CS-PF**4.40 1.00 1.08 1.00 3 1.30 1.00 6.16 7.83 pass BWL #5 <90 1 33 CS-WSP 5.30 1.00 1.08 1.00 3 1.30 1.00 7.42 17.67 pass BWL #6 <90 1 44 CS-WSP 6.60 1.00 1.08 1.00 3 1.30 1.00 9.24 11.00 pass BWL #7 <90 1 44 CS-WSP 6.60 1.00 1.08 1.00 3 1.30 1.00 9.24 10.00 pass BWL #8 <90 1 36 CS-WSP 5.60 1.00 1.27 0.95 3 1.30 1.00 8.79 10.67 pass BWL #9 <90 1 36 CS-WSP 5.60 1.00 1.27 0.95 3 1.30 1.00 8.79 10.00 pass BWL #10 <90 1 57 CS-WSP 8.55 1.00 1.27 0.95 3 1.30 1.00 13.41 14.00 pass BWL #11 <90 1 57 CS-WSP 8.55 1.00 1.27 0.95 3 1.30 1.00 13.41 16.00 pass Braced Wall Panel Notes ft inches (per table R602.10.5, pg229)main roof 14 6.065 14.5054 Method Loc.AdjOpng Wall Ht Min. Req'd garage roof 11 3.332 11.2777 CS-WSP typ <80"9'30">=32" CS-PF**A NA <11'22"26 1/2 * Braced wall lengths and ridge height factors use linear interpolation ** Portal Frame follow R602.10.6.4 (pg233) over masonry foundation *** Braced wall length reduced by factor 0.8 for additional 800lb strap Beams - 11-30-2020 - GW (3) 9-1/2" LSL @ 8' Dbl Jacks (3) 9-1/2" LSL @ 8' Dbl Jacks (2) 11-7/8" LSL @ 10' Dbl Jacks (2) 9-1/2" LSL @ 6'2-2x10 (1-12')2-2x10 (1-8') Dbl Jacks 2-2x10 (1-8') Dbl Jacks 2-2x6 (2-10') (3) 14" LVL @ 16' 2-2x10 (2-10') 2-2x10 - (1-12') Triple Jacks (2) 9-1/2" LSL @ 8' Dbl Jacks 2-2x10 - (2-12') (2) 11-7/8" LSL @ 10' Dbl Jacks (3) 5-1/2" LSL @ 9'2-2x10 (1-12')2-2x10 (1-8') (2) 9-1/2" LSL @ 6' (2) 9-1/2" LSL @ 8' Dbl Jacks (2) 9-1/2" LSL @ 8' Dbl Jacks 2-2x8 (1-12')3-2x8 (3-20')2-2x10 (1-8')(2) 11-7/8" LSL @ 12'(2) 11-7/8" LSL @ 12'(2) 11-7/8" LSL @ 22' Main Level Member Name Results Current Solution Comments 36' Hip Master - Load Only Failed 2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL Tub Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Master Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Room Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining - Patio Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Dining Bay - Drop Beam Passed 3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL Dining - Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 House-Garage Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bed #3 Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bed #2 - Front Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bed #2 - Side Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 28' Hip Master - Load Only Failed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL 9' OHD - 4th Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Roof: Drop Beam Porch Passed 3 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 9' OHD - 3rd Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Family - Left Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family - Right Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Rec Room Patio Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bed #4 Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Office Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Doorway Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mech Doorway Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Floor: Flush Beam - Stairway Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Floor: Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Sharper - 8230 198th St JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 1 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4884 @ 1' 8 3/4"8181 (5.50")Passed (60%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)4461 @ 3' 5 1/2"13766 Passed (32%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)43581 @ 19' 6"44566 Passed (98%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)1.880 @ 19' 6"1.777 Failed (L/227)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)2.988 @ 19' 6"2.369 Failed (L/143)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). Upward deflection on left and right cantilevers exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. •Upward deflection on left and right cantilevers exceeds 0.4". • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.28"1837 3046 4883 Blocking 2 - Stud wall - SPF 5.50"5.50"3.28"1837 3046 4883 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)1' 5" o/c Bottom Edge (Lu)30' 7" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 39'N/A 18.4 -- 1 - Uniform (PSF)0 to 39' (Top)2'17.0 35.0 MN Snow - SOUTH 2 - Uniform (PSF)3' 6" to 35' 6" (Front)3'17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT FAILED Main Level, 36' Hip Master - Load Only 2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 2 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5277 @ 5' 4 1/2"5738 (4.50")Passed (92%)--1.0 D + 1.0 S (All Spans) Shear (lbs)237 @ 1' 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)472 @ 2' 9"3946 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 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). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"136 241 377 None 2 - Trimmer - SPF 4.50"4.50"4.14"1979 3298 5277 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 8" o/c Bottom Edge (Lu)5' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 7 1/2"2' 6"17.0 35.0 MN Snow - SOUTH 2 - Point (lb)5' 6"N/A 1837 3046 Linked from: 36' Hip Master - Load Only, Support 1 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Tub 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 3 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4231 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3056 @ 1' 1/2"7902 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7414 @ 3' 9"11985 Passed (62%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.143 @ 3' 9"0.242 Passed (L/609)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.214 @ 3' 9"0.363 Passed (L/406)--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). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.67"1410 2822 4232 None 2 - Trimmer - SPF 3.00"3.00"1.67"1410 2822 4232 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 6" o/c Bottom Edge (Lu)7' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 7' 6"21' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Master 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 4 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4027 @ 3' 11 1/2"6375 (5.00")Passed (63%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1238 @ 2' 11 3/4"2872 Passed (43%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1450 @ 3' 11 1/2"3946 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.007 @ 1' 11 5/16"0.128 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.010 @ 1' 11 1/8"0.192 Passed (L/999+)--1.0 D + 1.0 S (Alt 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). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"503 1073 1576 None 2 - Trimmer - SPF 5.00"5.00"3.16"1299 2728 4027 None 3 - Trimmer - SPF 5.00"5.00"3.16"1299 2728 4027 None 4 - Trimmer - SPF 3.00"3.00"1.50"503 1073 1576 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 10" o/c Bottom Edge (Lu)11' 10" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 10"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 10"17' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 5 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6116 @ 1 1/2"7613 (3.00")Passed (80%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5253 @ 8' 3 1/8"9878 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)17452 @ 5' 11 7/16"18346 Passed (95%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.253 @ 4' 9 7/8"0.308 Passed (L/439)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.393 @ 4' 10"0.463 Passed (L/282)--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). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.41"2129 3987 6116 None 2 - Trimmer - SPF 3.00"3.00"2.14"1969 3460 5429 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)9' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 13.0 -- 1 - Uniform (PSF)0 to 6'19' 6"17.0 35.0 MN Snow - SOUTH 2 - Uniform (PSF)6' to 9' 6"2' 6"17.0 35.0 MN Snow - SOUTH 3 - Point (lb)6'N/A 1837 3046 Linked from: 36' Hip Master - Load Only, Support 1 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining - Patio Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 6 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1467 @ 4"17573 (5.50")Passed (8%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1151 @ 11"8064 Passed (14%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2648 @ 4' 3"3971 Passed (67%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.250 @ 4' 3"0.392 Passed (L/376)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.380 @ 4' 3"0.522 Passed (L/248)--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/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"500 967 1467 None 2 - Trimmer - SPF 5.50"5.50"1.50"500 967 1467 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.2 -- 1 - Uniform (PSF)0 to 8' 6" (Top)6' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Bay - Drop Beam 3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 7 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)377 @ 1 1/2"3825 (3.00")Passed (10%)--1.0 D + 1.0 S (All Spans) Shear (lbs)237 @ 1' 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)472 @ 2' 9"3946 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 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). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"136 241 377 None 2 - Trimmer - SPF 3.00"3.00"1.50"136 241 377 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary 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"2' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining - Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 8 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1398 @ 1 1/2"3825 (3.00")Passed (37%)--1.0 D + 1.0 S (All Spans) Shear (lbs)542 @ 1' 1/4"2872 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)997 @ 1' 8"3946 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 8"0.154 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). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"465 933 1398 None 2 - Trimmer - SPF 3.00"3.00"1.50"465 933 1398 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"16'17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, House-Garage 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 9 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3368 @ 1 1/2"7613 (3.00")Passed (44%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2138 @ 1' 1/2"7902 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4498 @ 2' 11 13/16"11985 Passed (38%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.060 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.089 @ 3'0.287 Passed (L/773)--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). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1122 2246 3368 None 2 - Trimmer - SPF 3.00"3.00"1.50"1082 2164 3246 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)6' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6'N/A 10.4 -- 1 - Uniform (PSF)0 to 1' 6"22' 6"17.0 35.0 MN Snow - SOUTH 2 - Uniform (PSF)1' 6" to 6'20' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 10 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4426 @ 1 1/2"7613 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3197 @ 1' 1/2"7902 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7756 @ 3' 9"11985 Passed (65%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.149 @ 3' 9"0.242 Passed (L/582)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.224 @ 3' 9"0.363 Passed (L/388)--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). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.74"1473 2953 4426 None 2 - Trimmer - SPF 3.00"3.00"1.74"1473 2953 4426 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 6" o/c Bottom Edge (Lu)7' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 7' 6"22' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bed #3 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 11 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5207 @ 6' 10 1/2"7613 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4139 @ 5' 11 1/2"7902 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)11679 @ 3' 3"11985 Passed (97%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.169 @ 3' 3"0.225 Passed (L/479)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.265 @ 3' 3"0.338 Passed (L/305)--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). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.57"1453 2521 3974 None 2 - Trimmer - SPF 3.00"3.00"2.05"1838 3369 5207 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 6" o/c Bottom Edge (Lu)7' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7'N/A 10.4 -- 1 - Uniform (PSF)0 to 3' 3"2' 6"17.0 35.0 MN Snow - SOUTH 2 - Uniform (PSF)3' 3" to 7'19' 6"17.0 35.0 MN Snow - SOUTH 3 - Point (lb)3' 3"N/A 1837 3046 Linked from: 36' Hip Master - Load Only, Support 1 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bed #2 - Front 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 12 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)362 @ 1 1/2"3825 (3.00")Passed (9%)--1.0 D + 1.0 S (All Spans) Shear (lbs)115 @ 1' 1/4"2872 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)228 @ 1' 6"3946 Passed (6%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 6"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 6"0.138 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"125 236 361 None 2 - Trimmer - SPF 3.00"3.00"1.50"125 236 361 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' o/c Bottom Edge (Lu)3' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3'N/A 7.0 -- 1 - Uniform (PSF)0 to 3'4' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bed #2 - Side 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 13 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3707 @ 1' 8 3/4"8181 (5.50")Passed (45%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)3338 @ 27' 10 1/2"10707 Passed (31%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)25639 @ 15' 6"27897 Passed (92%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)1.432 @ 15' 6"1.377 Failed (L/231)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)2.241 @ 15' 6"1.836 Failed (L/147)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). Upward deflection on left and right cantilevers exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. •Upward deflection on left and right cantilevers exceeds 0.4". • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.49"1361 2347 3708 Blocking 2 - Stud wall - SPF 5.50"5.50"2.49"1361 2347 3708 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' o/c Bottom Edge (Lu)31' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 31'N/A 14.3 -- 1 - Uniform (PSF)0 to 31' (Top)2'17.0 35.0 MN Snow - SOUTH 2 - Uniform (PSF)3' 6" to 27' 6" (Front)3'17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT FAILED Main Level, 28' Hip Master - Load Only 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 14 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5174 @ 7"7613 (3.00")Passed (68%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)3872 @ 1' 8 3/8"9878 Passed (39%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)14009 @ 5' 8"18346 Passed (76%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.203 @ 5' 3 5/16"0.317 Passed (L/562)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.315 @ 5' 3 3/8"0.475 Passed (L/362)--1.0 D + 1.0 S (Alt 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). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.04"1805 3370 5175 None 2 - Trimmer - SPF 3.00"3.00"1.50"1360 2388 3748 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 7" o/c Bottom Edge (Lu)11' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 8"N/A 13.0 -- 1 - Uniform (PSF)0 to 5' 8"14' 6"17.0 35.0 MN Snow - SOUTH 2 - Uniform (PSF)5' 8" to 11' 8"2' 6"17.0 35.0 MN Snow - SOUTH 3 - Point (lb)5' 8"N/A 1361 2347 Linked from: 28' Hip Master - Load Only, Support 1 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 9' OHD - 4th 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 15 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1529 @ 2' 1"7613 (3.00")Passed (20%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1111 @ 3' 2 3/8"9878 Passed (11%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)5211 @ 10' 4"18346 Passed (28%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.157 @ 10' 4"0.550 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.352 @ 10' 4"0.825 Passed (L/563)--1.0 D + 1.0 S (Alt 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). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"801 728 1529 None 2 - Trimmer - SPF 3.00"3.00"1.50"801 728 1529 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)20' 8" o/c Bottom Edge (Lu)20' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 20' 8"N/A 13.0 -- 1 - Uniform (PSF)0 to 20' 8"2'17.0 35.0 MN Snow - SOUTH 2 - Tapered (PLF)0 to 10' 4"N/A 6.0 to 55.0 -Gable 3 - Tapered (PLF)10' 4" to 20' 8"N/A 55.0 to 6.0 -Gable 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 16 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3083 @ 7' 1 3/4"10519 (5.50")Passed (29%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1355 @ 7' 11 3/4"3377 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-3083 @ 7' 1 3/4"3967 Passed (78%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.173 @ 13' 6 3/4"0.589 Passed (L/818)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.258 @ 13' 7 3/16"0.785 Passed (L/548)--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/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"247 586 833 None 2 - Column - SPF 5.50"5.50"1.61"1077 2006 3083 None 3 - Column - SPF 5.50"5.50"1.50"382 721 1103 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)19' 3" o/c Bottom Edge (Lu)16' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 3"N/A 8.3 -- 1 - Uniform (PSF)0 to 7' (Top)6'17.0 35.0 MN Snow - SOUTH 2 - Uniform (PSF)7' to 19' 3" (Top)4'17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Roof: Drop Beam Porch 3 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 17 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1258 @ 1' 7"7613 (3.00")Passed (17%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)732 @ 2' 8 3/8"9878 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)2105 @ 6' 4 15/16"18346 Passed (11%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.033 @ 6' 4 1/4"0.317 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.053 @ 6' 4 5/16"0.475 Passed (L/999+)--1.0 D + 1.0 S (Alt 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). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"467 791 1258 None 2 - Trimmer - SPF 3.00"3.00"1.50"378 647 1025 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 8" o/c Bottom Edge (Lu)11' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 8"N/A 13.0 -- 1 - Uniform (PSF)0 to 11' 8"3' 6"17.0 35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 9' OHD - 3rd 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 18 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7246 @ 1 1/2"11419 (3.00")Passed (63%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6532 @ 1' 1/2"11854 Passed (55%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)14180 @ 3' 13/16"17977 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.153 @ 3' 7 15/16"0.207 Passed (L/570)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.269 @ 3' 7 7/8"0.363 Passed (L/323)--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/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.90"3183 1850 3568 8601 None 2 - Trimmer - SPF 3.00"3.00"1.78"2903 1850 3313 8066 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 6" o/c Bottom Edge (Lu)7' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 6"N/A 15.6 ---- 1 - Uniform (PSF)0 to 7' 6"12' 4"15.0 40.0 -Floor - LIVING AREAS 2 - Uniform (PSF)0 to 7' 6"1'115.0 --Wall - 9' Tall 3 - Uniform (PSF)2' 3" to 7' 6"19' 6"17.0 -35.0 MN Snow - SOUTH 4 - Point (lb)2' 3"N/A 1979 -3298 Linked from: Tub, Support 2 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family - Left 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 19 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6750 @ 7' 4 1/2"11419 (3.00")Passed (59%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5158 @ 6' 5 1/2"11854 Passed (44%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)13032 @ 4' 3"17977 Passed (72%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.131 @ 3' 10 1/4"0.207 Passed (L/664)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.226 @ 3' 10 3/16"0.363 Passed (L/384)--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/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"2014 1850 1676 5540 None 2 - Trimmer - SPF 3.00"3.00"1.77"2840 1850 3364 8054 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 6" o/c Bottom Edge (Lu)7' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 6"N/A 15.6 ---- 1 - Uniform (PSF)0 to 7' 6"12' 4"15.0 40.0 -Floor - LIVING AREAS 2 - Uniform (PSF)0 to 7' 6"1'115.0 --Wall - 9' Tall 3 - Uniform (PSF)4' 3" to 7' 6"19' 6"17.0 -35.0 MN Snow - SOUTH 4 - Point (lb)4' 3"N/A 1410 -2822 Linked from: Master, Support 2 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family - Right 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 20 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6257 @ 1 1/2"7613 (3.00")Passed (82%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5497 @ 1' 2 7/8"9878 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)12828 @ 4' 9"18346 Passed (70%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.182 @ 4' 9"0.264 Passed (L/611)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.324 @ 4' 9"0.463 Passed (L/343)--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/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.47"2738 1963 2728 7429 None 2 - Trimmer - SPF 3.00"3.00"2.47"2738 1963 2728 7429 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 8" o/c Bottom Edge (Lu)9' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 13.0 ---- 1 - Uniform (PSF)0 to 9' 6"10' 4"15.0 40.0 -Floor - LIVING AREAS 2 - Uniform (PSF)0 to 9' 6"1'135.0 --Wall - 10' Tall 3 - Point (lb)2'N/A 1299 -2728 Linked from: Great Room, Support 2 4 - Point (lb)7' 6"N/A 1299 -2728 Linked from: Great Room, Support 3 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Rec Room Patio 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 21 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3394 @ 1 1/2"7613 (3.00")Passed (45%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2108 @ 1' 1/2"6872 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4252 @ 2' 9"10422 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.052 @ 2' 9"0.150 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.073 @ 2' 9"0.262 Passed (L/858)--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/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1001 2393 3394 None 2 - Trimmer - SPF 3.00"3.00"1.50"1001 2393 3394 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary 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"11' 3"15.0 40.0 Floor - LIVING AREAS 2 - Uniform (PSF)0 to 5' 6"7'10.0 60.0 Exterior Deck Load 3 - Uniform (PSF)0 to 5' 6"1'115.0 -Wall - 9' Tall 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bed #4 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 22 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1020 @ 1 1/2"3825 (3.00")Passed (27%)--1.0 D + 1.0 S (All Spans) Shear (lbs)642 @ 1' 1/4"2872 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1278 @ 2' 9"3946 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 2' 9"0.150 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 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/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"587 110 433 1130 None 2 - Trimmer - SPF 3.00"3.00"1.50"587 110 433 1130 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - LIVING AREAS 2 - Uniform (PSF)0 to 5' 6"1'115.0 --Wall - 9' Tall 3 - Uniform (PSF)0 to 5' 6"4' 6"17.0 -35.0 MN Snow - SOUTH 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Office 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 23 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2241 @ 1 1/2"3825 (3.00")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)868 @ 1' 1/4"2498 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1598 @ 1' 8"3431 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.088 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8"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/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.76"741 1500 2241 None 2 - Trimmer - SPF 3.00"3.00"1.76"741 1500 2241 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"22' 6"15.0 40.0 Floor - LIVING AREAS 2 - Uniform (PLF)0 to 3' 4"N/A 100.0 -Interior Wall - 9' Tall 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Office Doorway 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 24 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2465 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1092 @ 1' 1/4"2498 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1962 @ 1' 10"3431 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 1' 10"0.098 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.015 @ 1' 10"0.171 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/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.93"815 1650 2465 None 2 - Trimmer - SPF 3.00"3.00"1.93"815 1650 2465 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 8" o/c Bottom Edge (Lu)3' 8" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 8"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 8"22' 6"15.0 40.0 Floor - LIVING AREAS 2 - Uniform (PLF)0 to 3' 8"N/A 100.0 -Interior Wall - 9' Tall 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mech Doorway 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 25 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2862 @ 4' 1 3/4"4463 (3.50")Passed (64%)--1.0 D + 1.0 L (All Spans) Shear (lbs)904 @ 5' 3/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1139 @ 4' 1 3/4"3431 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 6' 2 9/16"0.114 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.007 @ 2' 9/16"0.199 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"269 788/-103 1057/- 103 Blocking 2 - Stud wall - SPF 3.50"3.50"2.24"806 2056 2862 None 3 - Stud wall - SPF 3.50"3.50"1.50"269 788/-103 1057/- 103 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 4" o/c Bottom Edge (Lu)8' 4" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 3 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 3 1/2" (Top)10' 4"15.0 40.0 Floor - LIVING AREAS 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Floor: Flush Beam - Stairway 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 26 / 27 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9481 @ 4"20934 (5.50")Passed (45%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7496 @ 1' 7 1/2"13965 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)33704 @ 7' 9 1/8"36387 Passed (93%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.409 @ 7' 9 13/16"0.429 Passed (L/440)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.619 @ 7' 9 3/4"0.750 Passed (L/291)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/420) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - SPF 5.50"5.50"2.49"3251 6230 9481 None 2 - Column - SPF 5.50"5.50"2.28"2818 5856 8674 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 9" o/c Bottom Edge (Lu)15' 8" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15' 8"N/A 21.5 -- 1 - Uniform (PSF)0 to 13' 9" (Top)12' 4"15.0 40.0 Floor - LIVING AREAS 2 - Uniform (PSF)13' 9" to 15' 8" (Top)10' 4"15.0 40.0 Floor - LIVING AREAS 3 - Uniform (PSF)0 to 12' (Front)7' 8"15.0 40.0 Floor - LIVING AREAS 4 - Uniform (PSF)12' to 15' 8" (Front)5' 8"15.0 40.0 Floor - LIVING AREAS 5 - Uniform (PLF)0 to 12' (Top)N/A 100.0 -Interior Wall - 9' Tall 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 evaluation 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 G. Wallace Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Floor: Flush Beam 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/30/2020 3:28:09 PM UTCGraig Wallace Builders FirstSource (612) 656-1626 graig.wallace@bldr.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: Sharper - 8230 198th St Sharper Homes 8230 198th St Lakeville, MN Page 27 / 27 Tab 0 EMS Heat Loss/Heat Gain Calculation Company: WestAIR Heating & Cooling Customer: Sharper Homes Preparer: Maria Haus Address: 8230-198th Street, Lakeville MN 55044Phone:763-498-8071 Phone: 763-783-1000 Date: 11/25/2020 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J seventh and eighth abridged editions and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions Indoor Outdoor Temp. Diff.Front of home is facing: Winter 70 -12 82 South Summer 75 89 14 2. How would you describe the summer humidity in your area? Moderately Humid 40 3. How tight is the house? Average-over 1500 Sq. Ft. Winter air change / hr: 0.7 Summer air change / hr: 0.35 4. Fireplace evaluation : Number: 2 Tightness: Average 40 5. Number of occupants: 5 6. Overhang characteristics (optional) East West S/SE/SW Distance of overhang from top of window (Ft.) Length of overhang Tab 1 7. Solar gain through glass Use Manufacturer's Specs to determine HTM Latitude:44 U-value .29 SHGC .33 Facing Total area - Sq.Ft.Type of glass HTM Linear ft.Unshaded Shaded BTUH N/Shaded 148 -- Select --10 Below OH 148 NE/NW -- Select --24 0 0 South 63 -- Select --18 63 0 1134 SE/SW -- Select --30 0 0 0 East 9 -- Select --34 9 0 306 West 7 -- Select --34 7 0 238 Skylight -- Select --0 Total North and Shaded 148 1480 Total Solar Gain 3158 Adjust for tinted or reflective window coating?No 1 3158 8. Ducts/Pipes Location:All duct work in conditioned area Attic Temp.Insulation Leakage Area -- Select ---- Select ---- Select -- Duct gain:0 Duct loss:0 Tab 2 9. Load Calculation Elements of Load Insulation / R-value Area/lin.ft.U-value Heat Loss Heat Gain Gross Wall 2060 Glass solar gain 3158 Glass 1 -- Select --227 5398 Glass 2 -- Select --0 Skylight -- Select --0 0 Doors Insulated or Storm 39 0.4 1279 218 Net walls R-22 1794 0.045 6620 1130 Ceilings R-45 2055 0.022 3707 2034 Floors -- Select --0 0 Open floors -- Select --0 0 Slab floors -- Select --0 0 Volume of your building or zone (cu. Ft.)20550 25233 1846 People 1500 Appliances 6000 Sub Total 42238 15887 Duct Loss/Gain 0 0 Sensible Load 42238 15887 Latent Load 4411 TOTAL BTUH 42238 20298 Summary BTUH Tons Total heating load 42238 Total cooling load 20298 1.7 Tab 3 Basement Calculation Elements of Load Insulation / R-value Area/lin.ft.U-value Heat Loss Heat Gain Walls - above grade 808 Glass -- Select --135 0 North Double 123 24 2952 South -- Select --0 East Double 12 75 900 West -- Select --0 Doors -- Select --0 0 Net walls (above)R-19 673 0.024 1324 226 Walls (below grade)R-15 808 0.06 3975 0 Ceilings -- Select --0 0 Floors 2055 0.024 4044 0 Infiltration (Cu.Ft.)16440 6179 1055 Number of people 300 0 Appliances - Enter total BTUH ->0 Sensible Load:15523 5133 Latent Load:1863 TOTAL BTUH:15523 6996 Total whole house load including basement:57761 27294 Per R401.3 Certificat. A building certificate shall be Date Certificate Posted posted on or in the distribution panel Mailing Address of the Dwelling or Dwelling Unit City 8230 198th Street Lakeville, Mn Name of Residential Contractor MN License Number Sharper Homes Inc BC-356604 X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-10 XX R-10 XX R-21 X X R-21 X R-49 X X R-38 X X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:70,000 Capacity in Gallons: Other, describe: AFUE or HSPF%95% Cfm's " round duct OR " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace):Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR 6 " metal ductFoam, Closed CellNon or Not ApplicableFoam Open CellNew Construction Energy Code Compliance Certificate Foundation Wall THERMAL ENVELOPE Insulation Location 2.6 max air leak RADON CONTROL SYSTEM Type: Check All That Apply Total R-Value of all Types of Insulation Make-up Air Select a Type 0.30 Heating or Cooling Ducts Outside Conditioned Spaces 2.6 max air leakFiberglass, BlownFiberglass, BattsRigid, IsocynurateMineral FiberboardRigid, Extruded PolystyreneElectric Ceiling, flat Floors over unconditioned area (garage) Below Entire Slab Wall Perimeter of Slab on Grade Truss Joist (1st Floor) Fuel Type Natural Natural Gas Manufacturer Heating Loss 27,294 Efficiency 50 Model Rheem Residential Load Calculation RA1336AJ1NA Inside to outside 83 165 Combustion Air Select a Type Output in Tons:3 Energy Recover Ventilator (ERV) Capacity in cfms: Select Type Rheem Rating or Size 57,761 Heating Gain Rheem R95TC0701317MSA 42PV50F Cooling Load Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: 165 83 Capacity continuous ventilation rate in cfms: Hallway - Source point 37,500 Heat Recover Ventilator (HRV) Capacity in cfms: Ceiling, vaulted Bay Windows or cantilevered areas 0.32 Describe other insulated areas Building envelope air tightness: Windows & Doors R-value Duct system air tightness: Location of duct or system: MECHANICAL SYSTEMS Average U-Factor (excludes skylights and & door ) U: Solar Heat Gain Coefficient (SHGC): Heating System 13SEER /EER Truss Joist (2nd Floor+) Location of duct or system:High: MECHANICAL VENTILATION SYSTEM High: Appliances Cooling System Domestic Water Heater N/A 000000Builders Associaton of Minnesota version 101014 12/21/2020 X KP