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Home My WebLink AboutLA169244 19917 Henley Lane Permit Pack4th Add RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 05/29/2019dmathews Secure door closed until deck is constructed with a separate permit. UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Smoke CO Smoke CO -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). PFG PFG R-4 on pipe in attic 01: Main Level Member Name Results Current Solution Comments 39' Hip Master - Load Only Failed 2 Piece(s) 1 3/4" x 18" 2.0E Microllam® LVL Master Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Great Room Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bed #3 Passed 1 Piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL 32.5' Hip Master - Load Only Failed 2 Piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Bed #2 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 Landing Passed 1 Piece(s) 3 1/2" x 9 1/4" 1.55E TimberStrand® LSL Front Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 WIC/Laundry Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Throne Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Porch Drop Beam - Carried Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Porch Drop Beam - Carrying Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 8' OHD Passed 1 Piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL 16' OHD Passed 1 Piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL 02: Lower Level Member Name Results Current Solution Comments Fut Family Passed 1 Piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Fut Rec Room Passed 1 Piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL Bed #5 Passed 1 Piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Bed #4 Passed 1 Piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Storage Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mech Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Passed 1 Piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Sharper - 19917 Henley Ln - Job.4te JOB SUMMARY REPORT Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 1 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.20"1329 1943 3272 Blocking 2 - Stud wall - SPF 5.50"5.50"2.20"1329 1943 3272 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3272 @ 1 8 12 8181 (5.50")Passed (40%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3059 @ 3 5 8 13766 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)32305 @ 21 0 0 44566 Passed (72%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)1.565 @ 21 0 0 1.285 Failed (L/296)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)2.597 @ 21 0 0 1.927 Failed (L/178)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5 5 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 30 7 0 o/c unless detailed otherwise. Upward deflection on left and right cantilevers exceeds overhang deflection criteria. Main Level, 39' Hip Master - Load OnlyMEMBER REPORT FAILED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 42 0 0 N/A 18.4 1 - Uniform (PSF)2 6 0 to 39 6 0 (Back)3 0 0 17.0 35.0 Roof Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 2 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.95"1826 3110 4936 None 2 - Trimmer - SPF 3.00"3.00"2.09"1834 3462 5296 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5295 @ 8 4 8 7613 (3.00")Passed (70%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4791 @ 1 0 8 7265 Passed (66%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)12073 @ 3 8 5 13541 Passed (89%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.215 @ 4 2 4 0.275 Passed (L/461)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.335 @ 4 2 2 0.412 Passed (L/295)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 7 0 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8 6 0 o/c unless detailed otherwise. Main Level, MasterMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 6 0 N/A 9.7 1 - Uniform (PSF)0 0 0 to 2 6 0 2 6 0 17.0 35.0 Residential - Living Areas 2 - Uniform (PSF)2 6 0 to 8 6 0 21 0 0 17.0 35.0 Residential - Living Areas 3 - Point (lb)2 6 0 N/A 1329 1943 Linked from: 39' Hip Master - Load Only, Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 3 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"245 650 895 None 2 - Trimmer - SPF 5.00"5.00"3.26"1366 2796 4162 None 3 - Trimmer - SPF 5.00"5.00"3.26"1366 2796 4162 None 4 - Trimmer - SPF 1.50"1.50"1.50"245 650 895 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4162 @ 2 10 0 6375 (5.00")Passed (65%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1390 @ 3 9 12 2872 Passed (48%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1630 @ 2 10 0 3946 Passed (41%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.011 @ 5 3 8 0.164 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.015 @ 5 3 8 0.246 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 10 7 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10 7 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, Great RoomMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 10 7 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 10 7 0 17 6 0 17.0 35.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 4 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.92"1621 3242 4863 None 2 - Trimmer - SPF 3.00"3.00"1.92"1621 3242 4863 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4863 @ 0 1 8 7613 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3796 @ 1 0 8 7265 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)10949 @ 4 9 0 13541 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.250 @ 4 9 0 0.308 Passed (L/444)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.375 @ 4 9 0 0.463 Passed (L/296)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 9 5 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9 6 0 o/c unless detailed otherwise. Main Level, DiningMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 6 0 N/A 9.7 1 - Uniform (PSF)0 0 0 to 9 6 0 19 6 0 17.0 35.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 5 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"784 1438 2222 None 2 - Trimmer - SPF 3.00"3.00"1.50"1272 2082 3354 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3353 @ 5 4 8 7613 (3.00")Passed (44%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3207 @ 4 5 8 7902 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3618 @ 3 6 0 11985 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.039 @ 2 10 6 0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.062 @ 2 10 8 0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Main Level, Bed #3MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 10.4 1 - Uniform (PSF)0 0 0 to 4 4 0 12 0 0 17.0 35.0 Residential - Living Areas 2 - Uniform (PSF)4 4 0 to 5 6 0 2 6 0 17.0 35.0 Residential - Living Areas 3 - Point (lb)4 4 0 N/A 1065 1597 Linked from: 32.5' Hip Master - Load Only, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 6 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.89"1096 1711 2807 Blocking 2 - Stud wall - SPF 5.50"5.50"1.79"1065 1597 2662 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2807 @ 0 4 0 8181 (5.50")Passed (34%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2498 @ 1 9 8 12236 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)21937 @ 16 3 8 35781 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)1.055 @ 16 3 9 1.065 Passed (L/363)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)1.730 @ 16 3 9 1.597 Failed (L/221)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 7 7 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 34 0 0 o/c unless detailed otherwise. Upward deflection on right cantilever exceeds overhang deflection criteria. Main Level, 32.5' Hip Master - Load OnlyMEMBER REPORT FAILED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 34 0 0 N/A 16.3 1 - Uniform (PSF)0 0 0 to 31 6 0 (Front)3 0 0 17.0 35.0 Roof Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 7 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"219 413 632 None 2 - Trimmer - SPF 1.50"1.50"1.50"219 413 632 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)633 @ 0 0 0 1913 (1.50")Passed (33%)--1.0 D + 1.0 S (All Spans) Shear (lbs)417 @ 0 10 12 2872 Passed (15%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)830 @ 2 7 8 3946 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 2 7 8 0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.015 @ 2 7 8 0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5 3 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5 3 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, Bed #2MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 3 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 5 3 0 4 6 0 17.0 35.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 8 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"483 971 1454 None 2 - Trimmer - SPF 1.50"1.50"1.50"483 971 1454 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1454 @ 0 0 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 S (All Spans) Shear (lbs)609 @ 0 10 12 2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1121 @ 1 6 8 3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 1 6 8 0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.007 @ 1 6 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 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 3 1 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3 1 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, House-GarageMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 3 1 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 3 1 0 18 0 0 17.0 35.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 9 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 9 1/4" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1126 2262 3388 None 2 - Trimmer - SPF 3.00"3.00"1.50"1126 2262 3388 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3388 @ 0 1 8 7613 (3.00")Passed (45%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2131 @ 1 0 4 7694 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4245 @ 2 9 0 11390 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.052 @ 2 9 0 0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.078 @ 2 9 0 0.262 Passed (L/804)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Main Level, LandingMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 10.1 1 - Uniform (PSF)0 0 0 to 5 6 0 23 6 0 17.0 35.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 10 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.97"837 1680 2517 None 2 - Trimmer - SPF 3.00"3.00"1.97"837 1680 2517 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2517 @ 0 1 8 3825 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1661 @ 1 0 4 2872 Passed (58%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3468 @ 3 0 0 3946 Passed (88%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.050 @ 3 0 0 0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.074 @ 3 0 0 0.287 Passed (L/926)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 6 0 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6 0 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, FrontMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 6 0 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 6 0 0 16 0 0 17.0 35.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 11 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"-84 16/-197 16/-281 None 2 - Trimmer - SPF 10.00"10.00"3.10"1493 2465 3958 None 3 - Trimmer - SPF 10.00"10.00"3.94"1736 3290 5026 None 4 - Trimmer - SPF 1.50"1.50"1.50"354 866 1220 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1220 @ 9 5 0 1913 (1.50")Passed (64%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1961 @ 4 2 12 2872 Passed (68%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)1820 @ 4 0 0 3946 Passed (46%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.006 @ 4 7 9 0.111 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.009 @ 4 7 7 0.167 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 9 5 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9 5 0 o/c unless detailed otherwise. -281 lbs uplift at support 0". Strapping or other restraint may be required. Applicable calculations are based on NDS. Main Level, WIC/LaundryMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 5 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 4 0 0 2 6 0 17.0 35.0 Residential - Living Areas 2 - Uniform (PSF)4 0 0 to 9 5 0 21 0 0 17.0 35.0 Residential - Living Areas 3 - Point (lb)4 0 0 N/A 1329 1943 Linked from: 39' Hip Master - Load Only, Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 12 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"115 217 332 None 2 - Trimmer - SPF 1.50"1.50"1.50"115 217 332 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)331 @ 0 0 0 1913 (1.50")Passed (17%)--1.0 D + 1.0 S (All Spans) Shear (lbs)115 @ 0 10 12 2872 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)228 @ 1 4 8 3946 Passed (6%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1 4 8 0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1 4 8 0.138 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 2 9 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2 9 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, ThroneMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 2 9 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 2 9 0 4 6 0 17.0 35.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 13 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger ¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Hanger on 9 1/4" SPF beam 2.00"Hanger¹1.50"282 535 817 See note ¹ 2 - Stud wall - SPF 5.50"5.50"1.50"298 561 859 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)778 @ 0 2 0 1913 (1.50")Passed (41%)--1.0 D + 1.0 S (All Spans) Shear (lbs)593 @ 0 11 4 2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1257 @ 3 4 12 3946 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.022 @ 3 4 12 0.215 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.034 @ 3 4 12 0.323 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 6 10 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6 10 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, Porch Drop Beam - CarriedMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 3-10d None Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 2 0 to 6 11 8 N/A 7.0 1 - Uniform (PSF)0 0 0 to 6 11 8 (Top)4 6 0 17.0 35.0 Roof Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 14 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SYP 5.50"5.50"1.64"714 1374 2088 None 2 - Trimmer - SPF 3.00"3.00"1.50"537 1038 1575 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1575 @ 8 1 8 3825 (3.00")Passed (41%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1664 @ 1 2 12 2872 Passed (58%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3401 @ 3 8 3 3946 Passed (86%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.089 @ 4 1 10 0.260 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.136 @ 4 1 10 0.390 Passed (L/689)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8 3 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8 3 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Main Level, Porch Drop Beam - CarryingMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 3 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 8 3 0 (Top)6 6 0 17.0 35.0 Roof 2 - Point (lb)2 1 8 (Front)N/A 282 535 Linked from: Porch Drop Beam - Carried, Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 15 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"430 761 1191 None 2 - Trimmer - SPF 3.00"3.00"1.50"465 820 1285 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1285 @ 9 1 0 7613 (3.00")Passed (17%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)783 @ 7 11 10 9878 Passed (8%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)2181 @ 4 9 12 18346 Passed (12%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.029 @ 4 9 15 0.283 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.045 @ 4 9 15 0.425 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 10 0 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10 0 0 o/c unless detailed otherwise. Main Level, 8' OHDMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 10 0 0 N/A 13.0 1 - Uniform (PSF)0 0 0 to 10 0 0 4 6 0 17.0 35.0 Roof Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 16 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1473 2088 3561 None 2 - Trimmer - SPF 3.00"3.00"1.50"1473 2088 3561 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3560 @ 19 0 0 7613 (3.00")Passed (47%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)2428 @ 3 7 6 9878 Passed (25%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)10956 @ 10 9 0 18346 Passed (60%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.424 @ 10 9 0 0.550 Passed (L/467)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.740 @ 10 9 0 0.825 Passed (L/268)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 21 6 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21 6 0 o/c unless detailed otherwise. Upward deflection on left and right cantilevers exceeds overhang deflection criteria. Main Level, 16' OHDMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 21 6 0 N/A 13.0 1 - Uniform (PSF)0 0 0 to 21 6 0 2 0 0 17.0 35.0 Roof - High 2 - Uniform (PSF)0 0 0 to 21 6 0 3 6 0 17.0 35.0 Roof - Low 3 - Tapered (PLF)0 0 0 to 10 9 0 N/A 6.0 to 55.0 -Gable 4 - Tapered (PLF)10 9 0 to 21 6 0 N/A 55.0 to 6.0 -Gable Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 17 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.75"3124 2040 3110 8274 None 2 - Trimmer - SPF 3.00"3.00"2.86"3132 2040 3462 8634 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7258 @ 8 4 8 7613 (3.00")Passed (95%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2520 @ 1 0 8 6872 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6682 @ 4 3 0 10422 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.147 @ 4 3 0 0.236 Passed (L/672)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.241 @ 4 3 0 0.412 Passed (L/411)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8 6 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8 6 0 o/c unless detailed otherwise. Lower Level, Fut FamilyMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 6 0 N/A 10.4 1 - Uniform (PSF)0 0 0 to 8 6 0 12 0 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 8 6 0 N/A 115.0 --Wall 3 - Point (lb)0 1 8 N/A 1826 -3110 Linked from: Master, Support 1 4 - Point (lb)8 4 8 N/A 1834 -3462 Linked from: Master, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 18 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.50"2829 1900 2796 7525 None 2 - Trimmer - SPF 3.00"3.00"2.50"2829 1900 2796 7525 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6351 @ 0 1 8 7613 (3.00")Passed (83%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5597 @ 1 2 14 9878 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)13862 @ 4 9 0 18346 Passed (76%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.194 @ 4 9 0 0.264 Passed (L/573)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.349 @ 4 9 0 0.463 Passed (L/318)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 9 6 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9 6 0 o/c unless detailed otherwise. Lower Level, Fut Rec RoomMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 6 0 N/A 13.0 1 - Uniform (PSF)0 0 0 to 9 6 0 10 0 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 9 6 0 N/A 145.0 --Wall 3 - Point (lb)2 3 0 N/A 1366 -2796 Linked from: Great Room, Support 2 4 - Point (lb)7 3 0 N/A 1366 -2796 Linked from: Great Room, Support 3 Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 19 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1032 2475 3507 None 2 - Trimmer - SPF 3.00"3.00"1.50"1032 2475 3507 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3507 @ 0 1 8 7613 (3.00")Passed (46%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2179 @ 1 0 8 6872 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4394 @ 2 9 0 10422 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.054 @ 2 9 0 0.150 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.076 @ 2 9 0 0.262 Passed (L/830)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Lower Level, Bed #5MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 10.4 1 - Uniform (PSF)0 0 0 to 5 6 0 12 0 0 15.0 40.0 Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 5 6 0 N/A 115.0 -Wall 3 - Uniform (PSF)0 0 0 to 5 6 0 7 0 0 10.0 60.0 Ext. Deck Load Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 20 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.87"1816 2475 1438 5729 None 2 - Trimmer - SPF 3.00"3.00"2.26"2304 2475 2082 6861 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5722 @ 5 4 8 7613 (3.00")Passed (75%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2179 @ 1 0 8 6872 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4394 @ 2 9 0 10422 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.054 @ 2 9 0 0.150 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.076 @ 2 9 0 0.262 Passed (L/830)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5 6 0 o/c unless detailed otherwise. Lower Level, Bed #4MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 6 0 N/A 10.4 1 - Uniform (PSF)0 0 0 to 5 6 0 12 0 0 15.0 40.0 -Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 5 6 0 N/A 115.0 --Wall 3 - Uniform (PSF)0 0 0 to 5 6 0 7 0 0 10.0 60.0 -Ext. Deck Load 4 - Point (lb)0 1 8 N/A 784 -1438 Linked from: Bed #3, Support 1 5 - Point (lb)5 4 8 N/A 1272 -2082 Linked from: Bed #3, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 21 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.69"718 1440 2158 None 2 - Trimmer - SPF 3.00"3.00"1.69"718 1440 2158 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2158 @ 0 1 8 3825 (3.00")Passed (56%)--1.0 D + 1.0 L (All Spans) Shear (lbs)836 @ 1 0 4 2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1539 @ 1 8 0 3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1 8 0 0.088 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1 8 0 0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 3 4 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3 4 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Lower Level, StorageMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 3 4 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 3 4 0 21 7 3 15.0 40.0 Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 3 4 0 N/A 100.0 -Wall Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 22 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.86"790 1584 2374 None 2 - Trimmer - SPF 3.00"3.00"1.86"790 1584 2374 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2374 @ 0 1 8 3825 (3.00")Passed (62%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1052 @ 1 0 4 2498 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1890 @ 1 10 0 3431 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 1 10 0 0.098 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.014 @ 1 10 0 0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 3 8 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3 8 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Lower Level, MechMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 3 8 0 N/A 7.0 1 - Uniform (PSF)0 0 0 to 3 8 0 21 7 3 15.0 40.0 Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 3 8 0 N/A 100.0 -Wall Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 23 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"397 1121/-95 1518/-95 Blocking 2 - Stud wall - SPF 3.50"3.50"2.51"898 2304 3202 None 3 - Stud wall - SPF 5.50"5.50"1.50"263 801/-133 1064/-133 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3202 @ 4 1 12 4463 (3.50")Passed (72%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1087 @ 3 2 12 2498 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1213 @ 4 1 12 3431 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 2 2 0 0.109 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.009 @ 2 1 12 0.191 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8 4 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8 4 0 o/c unless detailed otherwise. Applicable calculations are based on NDS. Lower Level, Stair Flush BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 8 3 8 N/A 7.0 1 - Uniform (PSF)0 0 0 to 8 3 8 (Top)10 0 0 15.0 40.0 Residential - Living Areas 2 - Uniform (PSF)0 0 0 to 4 3 0 (Front)4 0 0 15.0 40.0 Residential - Living Areas Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 24 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN 1 piece(s) 3 1/2" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.56"1307 2652 3959 None 2 - Trimmer - SPF 3.00"3.00"1.56"1307 2652 3959 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3959 @ 0 1 8 7613 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2504 @ 1 0 8 6872 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5125 @ 2 10 0 10422 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.062 @ 2 10 0 0.155 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.093 @ 2 10 0 0.271 Passed (L/701)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Deflection criteria: LL (L/420) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5 8 0 o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5 8 0 o/c unless detailed otherwise. Lower Level, OfficeMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by G. Wallace Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 5 8 0 N/A 10.4 1 - Uniform (PSF)0 0 0 to 5 8 0 23 4 13 15.0 40.0 Residential - Living Areas 2 - Uniform (PLF)0 0 0 to 5 8 0 N/A 100.0 -Wall Forte v5.4, Design Engine: V7.1.1.3 5/8/2019 10:27:35 AM Page 25 of 25 Sharper - 19917 Henley Ln - Job.4te Forte Software Operator Graig Wallace Builders FirstSource (612) 656-1646 Graig.Wallace@bldr.com Job Notes Sharper 19917 Henley Ln Lakeville, MN SCOPE OF WORK: INDEX: S1 - Scope, Index, and Certification S2 - General Notes S3 - Step Footing Detail S4 - Frost Wall Detail S5 - Lookout Wall Detail S6 - Full Height Wall Detail MATERIALS: Reinforcing Steel: Grade 40 (40 ksi) for #4 and smaller bars Grade 60 (60 ksi) for #5 bars and larger Rebar Substitution Notes: 1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel. 2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing. Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi for walls Minimum 28 day compressive strength of 5000 psi for footings Backfill Soil:Sand - 30 psf/ft effective lateral pressure Sandy Clay (SC) - 45 psf/ft effective lateral pressure Clay - 60 psf/ft effective lateral pressure SITE ADDRESS: Street: City: State:MN Zip:Craig Oswell, PE (MN #42341) Oswell Engineering and Consulting, L.L.C. Project Name:2019 Standardized Concrete Foundation Drawings Description:Scope of Work, Index, and Certification Project #18.100 Client Name:Kopp Concrete, Inc. Client Address:16455 122nd Street, Becker, MN 55308 34 2019 Standardized Concrete Foundation Drawings 1/1/2019 The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2019. 1901 E Hennepin Ave, #201 Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psi I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Page S1 of S6 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com GENERAL NOTES: 1.Wall thicknesses noted are nominal unless specifically stated otherwise. 2.Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall. 3.Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60. 4.Bend horizontal bars or provide matching hooks around all wall corners and intersections. 5.Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided. 6.Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. 8. 9.Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1. 10.Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed. 11.The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12.Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. 14. COLD WEATHER GUIDELINES: 1. 2.Concrete is to be delivered to the site in a timely manner. 3.Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised. 4.Do not add additional water. Using water-reducing admixtures is recommended when required. 5.Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground, snow, or ice. 6.Preheating of rebar is not required, however it is to be free of frost, snow, and ice. 7. Oswell Engineering and Consulting, L.L.C. Project Name:2019 Standardized Concrete Foundation Drawings Description:General Notes Project #18.100 Client Name:Kopp Concrete, Inc. Client Address:16455 122nd Street, Becker, MN 55308 34 Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures below 20 degrees F. Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored. Maximum inside window well dimension is 72". Well walls are to be at least 8" thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others. 1/1/2019 Fax: 612-886-2966 www.oswellec.com Page S2 of S6 Phone: 612-720-4639 HIGH FOOTING LOW FOOTING FOOTING STEP DETAIL Oswell Engineering and Consulting, L.L.C. Project Name:2019 Standardized Concrete Foundation Drawings Description:Step Footing Detail (NOT TO SCALE) Project #18.100 Client Name:Kopp Concrete, Inc. Client Address:16455 122nd Street, Becker, MN 55308 34 Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step6'-0" maximum step Optional control joint each end of beam section by others 24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4') High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown 1/1/2019 (beam section) www.oswellec.com Page S3 of S6 Phone: 612-720-4639 Fax: 612-886-2966 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated 6" minimum thick cast-in-place concrete foundation wall Wall framing by others WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wall Oswell Engineering and Consulting, L.L.C. Project Name:2019 Standardized Concrete Foundation Drawings Description:Frost Wall Detail (NOT TO SCALE) Project #18.100 Client Name:Kopp Concrete, Inc. Client Address:16455 122nd Street, Becker, MN 55308 34 Grade to be at least 6" below top of wall Sill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2") 6" minimum thick cast-in-place concrete wall Page S4 of S6 (1)#4 continuous horizontal bar w/in 18" of top of wall 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com #4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed Unreinforced concrete strip footing per Code by others, provide frost protection per Code as required 1/1/2019 Optional slab ledge, maximum stem height is 12" w/ width to match sill plate Wall framing by others 6" wall spacing: 8"+ wall spacing: LOOKOUT WALL DETAIL Oswell Engineering and Consulting, L.L.C. Project Name:2019 Standardized Concrete Foundation Drawings Description:Lookout Wall Detail (NOT TO SCALE) Project #18.100 Client Name:Kopp Concrete, Inc. Client Address:16455 122nd Street, Becker, MN 55308 34 Grade to be at least 6" below top of wall Sill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2") Page S5 of S6 (1)#4 continuous horizontal bar w/in 18" of top of wall 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com Footing elevation may vary below slab, provide frost protection per Code 8" thick x 18" wide minimum unreinforced concrete strip footing (16" wide minimum for maximum unbalanced grade of 2'- 6" or less), larger footing width may be required for specific soil bearing conditions to be determined per Code by others 6" minimum thick cast-in-place concrete wall #4 x 2'-0" long centered dowels w/ 5" minimum embed wet set or epoxy grouted in place 32" o.c. max for sand & 24" o.c. max for SC & clay 48" o.c. max for sand, 42" o.c. max for SC, & 36" o.c. max for clay 1/1/2019 3'-2" max Wood floor & wall framing by others Grade to be at least 6" below top of wall BASEMENT WALL DETAIL Table Notes: (1) = (2) = Allowed alternate anchors are: Oswell Engineering and Consulting, L.L.C. Project Name:2019 Standardized Concrete Foundation Drawings Description:Full Height Wall Detail (NOT TO SCALE) Project #18.100 Client Name:Kopp Concrete, Inc. Client Address:16455 122nd Street, Becker, MN 55308 34 Page S6 of S6 Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com Unreinforced if concrete is 5000 psi or if clear height is 4" less Unreinforced if concrete is 4000 psi or if clear height is 4" less Cast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing 2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6" thick & no more than 16" high Connection of floor members to sill plate to be per Code by others 1/1/2019 Clear Height8' or Less Bolts Alternate NA NA 36"(1) NA NA Clay 9'Wall Thickness 8" 10" 12" #4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed Sand SC Clay Sand SC Unreinforced concrete strip footing per Code by others, elevation below slab may vary as required MAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations) 10' Clear Height and Soil Type Sand SC Clay Vertical Rebar Spacing NA NA NA NA 36" 36"(1) NA 24" 36" NA 36" 36"(1) NA 36"(2) NA NA NA NA NA 72" 48" 72" 24" 48" 18" 36"(1) NA NA 72" 36" 60" 24" 36" 12" 48" 18" Sill Anchor Spacing 36" 12" 24" 8" 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 19917 Henley Lane 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 R-10 X R-10 XX R-10 X 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:84,000 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 duct THERMAL ENVELOPE Insulation Location 2.6 max air leakNon or Not Applicable Below Entire Slab Fiberglass, BlownFoam, Closed CellFoam Open CellNew Construction Energy Code Compliance Certificate 50 Output in Tons:3.5 Appliances Cooling System Perimeter of Slab on Grade Mineral FiberboardRigid, Extruded PolystyreneRADON CONTROL SYSTEM Ceiling, flat Total R-Value of all Types of InsulationType: Check All That Apply 2.6 max air leak Truss Joist (1st Floor) Foundation Wall Fiberglass, BattsRigid, Isocynurate Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area (garage) Truss Joist (2nd Floor+) Wall Describe other insulated areas 0.30 Building envelope air tightness: Duct system air tightness: Average U-Factor (excludes skylights and & door ) U: Windows & Doors Location of duct or system:13 42PV50F Make-up Air Select a Type Rheem Domestic Water Heater MECHANICAL SYSTEMS N/A Select Type Energy Recover Ventilator (ERV) Capacity in cfms: Heat Recover Ventilator (HRV) Capacity in cfms: Heating or Cooling Ducts Outside Conditioned Spaces Solar Heat Gain Coefficient (SHGC): R-value Rheem 0.33 Heating System Natural Inside to outside 90 182 High: 36,346 Combustion Air Select a Type Location of duct or system: MECHANICAL VENTILATION SYSTEM Natural Gas Rheem R95PA0851521 Manufacturer SEER /EER Fuel Type High: Electric Model RA1342AJ1NA 37,50054,719 Heating Loss Cooling Load Rating or Size Efficiency Heating GainResidential Load Calculation Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: 182 90 Capacity continuous ventilation rate in cfms: Hallway - Source point 000000Builders Associaton of Minnesota version 101014 Office Use Only Date___ Reviewed Staff Initials NEW RESIDENTIAL CONSTRUCTION SWP,PP V.ERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: / 9 9) 7 Hen /1:-., )(;n "�· lo ke c //e '?-)/lJ _ct:; SOY Y, 7 Company Name: _.J_cJ .... ,=<'=-i .... <'-+P'""'4_.J __ ,-_..,.f__.'.J..,c'"'""-;;._r_r·�,?=_l __ _:. __ ' ________________________ _I Primary Contact: --"--'-'-"""""''-'"f.'.,._'>..,_1f_,_ ________________________________ _ Description of Land Disturbing Activity: ..,A,.._}.,..P.._J ... )_-=s .... , ._r.,_,:,",._.l .... e ___ J __ �=Ci'.:-,.' f'._7--->:_..)-17---' ___,_f?e.,.:;; cl�>n [-q NPDES Construction Stormwater Permit# COOO _!j___ ct _/ ..!:/._ __Q_ or It *SU BOO ____ _ If you are not covered under a NPDES Construction Stormwater Penri : admin,!stered by the MPCA, anerosion and sediment control plan MUST be submitted with the resider :ial building permit application. *If awaiting a MPCA permit transfer, provide MPCA proof of transfer subn ttal e-rnail along with this form to erosion@lakevillemn.gov "The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, >rofessional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minne� ,ta NPDES/SDS Construction Stormwater Permit." (NPDES Construction Stormwater Permit, MPCA) "The permittee(s) must ensure that a trained person (as identified in Part 111.A.3.a) will routine!: inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall e ant greater than 0.5 inches in 24 hours." (NPDES Construction Stormwater Permit, MPCA) \; Contact information of person CERTIFIED to provide weekly onsitE erosion and sediment control inspections and corrective actions: Name of Person: ....,_1....,··...:..r.,_1 '"'t.;:..f1"'"-____________ Company: Entity that Provided Training: ___________ Certificatior Expiration Date: ____ _ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be install1 l on the project site and on individual lots. No land disturbing activity may begin until a residential buildi 19 permit has been issued. I understand, the above information to be true and I will have read, understood, and accept :l all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001 ). The City of Lak ville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance ,vith the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: _-J!o,---=, __ ,�'-----'"<1--._---'-[_)_o-K-'-r""': ;,..._,r ,=t;;.,,.., _____________ _ L Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 95. -985-4500 Version: 05/13/2019 05/22/19 XKPMust provide transfer number once assigned by MPCA Doherty Raatsi 2019U of M