The URL can be used to link to this page

Home My WebLink AboutLA189843 19779 Henning Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/19/2021dmathews SmokeSmokeCOUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Sill plates fastened to concretew/ 1/2" anchor bolts 4' O.C. and1' form all ends and openings onall exterior walls and shear walls. Rims fastened to plates w/ A35clips 4' O.C. and 1' from all endsand openings. Sills on floorsystem fastened to rims w/ (1)row of 16d nails 3" O.C. Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.CS-PFHold-downCS-PFCS-PFCS-PFHold-downHold-downHD-1Hold-downHD-1Hold-downHD-1Hold-downHD-1Hold-downSmoke(2)11-7/8" LVL perengineering for portal frame.HD-1Hold-downSolid blocking req'd between trusses w/(1) A35 clip fastened to top plate w/ 8d x1 12" nails 6' O.C. and 1' from ends.Fasten sill plate to blocking w/ (1) row of16d nails 4" O.C.Solid blocking req'd between roof trusses(up to 12" tall) w/ (1) A35 clip fastened totop plate w/ 8d x 1 12" nails 6' O.C. and 1'from ends. 2" air gap req'd at top. Upliftprevention of roof trusses by manufacturer.Solid blocking between trusses fastenedto blocking w/ (2) rows (staggered) of16d nails 8" O.C.Fasten roof sheathing to trusses w/ 8d nails6" O.C. at all edges and blocking and 12" inthe field w/ all seams blocked solids Fa w 2x4"x4"Detail 1: Transfer DiaphragmBW1:(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSBfastened to studs and plates w/ 8d nails 6" O.C.at all edges and 12" O.C. in the field. Shear panel w/ (1) 2x6" SPF #2 or better 16" O.C. w/7/16" OSB fastened to studs and plates w/ 8d nails 6"O.C. at all edges and 12" O.C. in the field w/ solidblocking at all seams.ShearPanelShearPanelShearPanelShearPanelSW2 w/ (1) 2x6" SPF #2 or better16" O.C. w/ gyp board fastend w/#9 screws 7" O.C. at all edgesand 7" O.C. in the field w/ solidblocking at all seamsBWPsAbove Temper ifwithin 60" oftub floor.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).HD-2 StrapHD-2 StrapSmokeSmokeSmokeSmokeSmokeCOBW1:(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSBfastened to studs and plates w/ 8d nails 6" O.C.at all edges and 12" O.C. in the field. ShearPanelShearPanelHD-2 StrapShear panel w/ (1) 2x6" SPF #2 or better 16" O.C. w/7/16" OSB fastened to studs and plates w/ 8d nails 6"O.C. at all edges and 12" O.C. in the field w/ solidblocking at all seams.2" Air GapSolid blocking req'd between rooftrusses (up to 12" tall) w/ (1) A35 clipfastened to top plate w/ 8d x 1 12" nails 6'O.C. and 1' from ends. Uplift preventionof roof trusses by manufacturer.d plates per manufacturer instructions.Detail 2:Blocking at roof trusses w/ up to 12" heel.Wall Bracing OnlyFrameSection 2x4" 2x4"2x4"2x4"Fasten shear panels totrusses w/ (2) 16d nailsto top chords of trussesFasten 716" OSB to all2x w/ 8d nails 4" O.C.Fasten each shearpanel to plate w/ (1)row of 16d nails 4" O.C. 2" gap tosheathingFasten shear panels to trussesw/ (2) 16d nails to bottomchords of trussesRoof truss Roof truss Top plate*All hard manufac Simpson Detail 1:Blocking at roof trusses w/ heel over 12" I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 12, 2021 LIC. NO. 18494Portal Frame (1/S4)w/ 1' (min) panels.Sill plates fastened to concrete w/ 1/2" anchor bolts 4' O.C. and 1' formall ends and openings on all exterior walls and shear walls. Rims fastened to plates w/ A35 clips 4' O.C. and 1' from all ends and openings. Sills on floor system fastened to rims w/ (1) row of 16d nails 3" O.C. *All hardware is manufactured by Simpson Strong Tie.Structural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631S1 of 5Portal Frame (1/S4) HD1HD1HD1HD1HD18' (min)8' (min)8' (min)8' (min)Shear panel w/ (1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSB fastenedto studs and plates w/ 8d nails 6" O.C.at all edges and 12" O.C. in the field w/ solid blocking at all seams.SW2 w/ (1) 2x6" SPF #2 or better16" O.C. w/ gyp board fastend w/#9 screws 7" O.C. at all edges and 7" O.C. in the field w/ solid blocking at all seamsBlocking at cant per 2/S5Transfer Diaphragmper 1/S5(2) 2x12" (min)headerWall Bracing OnlyWall Bracing At:19779 Henning AveLakeville, MNSW1:(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSBfastened to studs and plates w/ 8d nails 6" O.C. at all edges and 12" O.C. in the field. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 12, 2021 LIC. NO. 18494Structural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631S2 of 5HD2HD24' (min)BW1:(1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSBfastened to studs and plates w/ 8d nails 6" O.C. at all edges and 12" O.C. in the field. Shear panel w/ (1) 2x6" SPF #2 or better 16" O.C. w/ 7/16" OSB fastened to studs and plates w/ 8d nails 6" O.C. at all edges and 12" O.C. in the field w/ solid blocking at all seams.8' (min)HD2Wall Bracing OnlyWall Bracing At:19779 Henning AveLakeville, MNRims fastened to plates w/ A35clips 6' O.C. and 1' from all ends and openings. Sills on floor system fastened to rims w/ (1) row of 16d nails 3" O.C. Foundation and Footing by othersFoundation and Footing by othersFull height rim w/ A35 clips w/ 8d x 1 1/2" nails 6' O.C. and 1' from ends or floor truss blocking req'd betwen floor trusses. Fasten sills to rim w/ (1) row of 16d nails 4" O.C. Blocking per 2/S5 req'dat cantilever.Roof truss blocking per 1/S4I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 12, 2021 LIC. NO. 18494Structural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631S3 of 5Wall Bracing OnlyWall Bracing At:19779 Henning AveLakeville, MN Fasten sheathing to LVLw/ 8d nails in a 3"x3" gridFasten sheathing to studs/ platesand blocking w/ 8d nails 3" O.C.1'-8" minSimpson LSTA 49 w/ 10d x1-1/2nails to inside face of wallSimpson HDU2-2.5 hold down w/(6) 14"x2-1/2" Simpson SDS screwsand (1) 58"x16" bent anchor rod.Blocking at sheathingseams716" OSBLSTA 49 fastened toinside of wall w/ 10d x1-1/2" nailsPlates fastened tobeam w/ (2) rows of10d x 3" nails 3" O.C.12"x14" bent anchor bolt w/2x2"x316" plate washer1'-8" min(2) 1.75x11.875" 1.9E LVL (min) Figure 1: Portal FrameSection Clear span (2) 2x6" (min)1⁄2" min.fromcorner#4 rebarrequiredNailedportionCl ear span17" max.2" Air GapSolid blocking req'd between rooftrusses (up to 12" tall) w/ (1) A35 clipfastened to top plate w/ 8d x 1 12" nails 6'O.C. and 1' from ends. Uplift preventionof roof trusses by manufacturer.2x4" 2x4"2x4"2x4"Fasten shear panels totrusses w/ (2) 16d nailsto top chords of trussesFasten 716" OSB to all2x w/ 8d nails 4" O.C.Fasten each shearpanel to plate w/ (1)row of 16d nails 4" O.C. 2" gap tosheathingFasten shear panels to trussesw/ (2) 16d nails to bottomchords of trussesRoof truss Roof truss Top plateS4 of 5HD1:STHD10RJ w/ 16d nails in each hole at all studs and plates per manufacturer instructions.HD2:MSTC40 w/ 10d nails*All hardware is manufactured by Simpson Strong Tie.Structural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 12, 2021 LIC. NO. 18494(2) ply (min) 2x6"required at strapor HD1Detail 2:Blocking at roof trusses w/ up to 12" heel.Detail 1:Blocking at roof trusses w/ heel over 12"Wall Bracing OnlyWall Bracing At:19779 Henning AveLakeville, MN Solid blocking req'd between trusses w/(1) A35 clip fastened to top plate w/ 8d x1 12" nails 6' O.C. and 1' from ends.Fasten sill plate to blocking w/ (1) row of16d nails 4" O.C.Solid blocking req'd between roof trusses(up to 12" tall) w/ (1) A35 clip fastened totop plate w/ 8d x 1 12" nails 6' O.C. and 1'from ends. 2" air gap req'd at top. Upliftprevention of roof trusses by manufacturer.Solid blocking between trusses fastenedto blocking w/ (2) rows (staggered) of16d nails 8" O.C.Fasten roof sheathing to trusses w/ 8d nails6" O.C. at all edges and blocking and 12" inthe field w/ all seams blocked solidFloor truss Floor truss Fasten shear panels to trussesw/ (4) 16d nails on each sideFasten 716" OSBto all 2x w/ 8dnails 3" O.C.Fasten each shearpanel to plate w/(3) 16d nails2x4"2x4"2x4" 2x4"S5 of 5Detail 1: Transfer DiaphragmStructural Braced Wall Details Provided by:Becklin & Whitney Consulting Engineers, Inc139 1st Ave. E. Ste 200P.O. Box 471Cambridge, MN 55008763.689.5631I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: APRIL 12, 2021 LIC. NO. 18494Detail 2: Floor truss blockingWall Bracing OnlyWall Bracing At:19779 Henning AveLakeville, MN Stone Cottage HVAC Load Calculations for Neis 19779 Henning Ave Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Wednesday, March 10, 2021 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 2 Project Report General Project Information Project Title:Stone Cottage Project Date:Wednesday, March 10, 2021 Client Name:Neis Client Address:19779 Henning Ave Client City:Lakeville,mn Company Name:Lofgren Heating Company Representative:Randy Andrews Company Address:5708 Upper 147th Street West Company City:Apple Vallley, MN 55124 Company E-Mail Address:rrandrews@lofgrenheating-ac.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces Northeast Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Elevation Sensible Adj. Factor:1.000 Elevation Total Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 80%n/a 72 n/a Summer:88 72 47%50%75 29 Check Figures Total Building Supply CFM:1,172 CFM Per Square ft.:0.333 Square ft. of Room Area:3,521 Square ft. Per Ton:1,245 Volume (ft³) of Cond. Space:31,689 Building Loads Total Heating Required Including Ventilation Air:50,515 Btuh 50.515 MBH Total Sensible Gain:25,457 Btuh 80 % Total Latent Gain:6,548 Btuh 20 % Total Cooling Required Including Ventilation Air:32,005 Btuh 2.67 Tons (Based On Sensible + Latent) 2.83 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.67 1,320 3,521 25,457 6,548 32,005 50,515 930 1,172 1,172 System 1 No 2.67 1,320 3,521 25,457 6,548 32,005 50,515 930 1,172 1,172 21x10 Ventilation 437 1,352 1,789 5,850 Zone 1 3,521 25,020 5,196 30,216 44,665 930 1,172 1,172 21x10 1-Main Level 1,142 11,639 1,848 13,487 18,236 380 545 545 6--6 2-Upper Level 1,237 11,868 2,448 14,316 17,959 374 556 556 7--6 3-Lower Level 1,142 1,513 900 2,413 8,470 176 71 71 1--6 C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less), operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.33 375 10,439 0 10,665 10,665 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2370 13,402 0 2,049 2,049 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1404 5,986 0 0 0 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 1237 2,152 0 1,188 1,188 21A-24: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 1142 2,484 0 0 0 Subtotals for structure:36,381 0 14,431 14,431 People:9 1,800 2,070 3,870 Equipment:2,500 7,000 9,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 89, Summer CFM: 46 8,284 896 644 1,540 Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789 AED Excursion:0 0 875 875 Total Building Load Totals:50,515 6,548 25,457 32,005 Check Figures Total Building Supply CFM:1,172 CFM Per Square ft.:0.333 Square ft. of Room Area:3,521 Square ft. Per Ton:1,245 Volume (ft³) of Cond. Space:31,689 Building Loads Total Heating Required Including Ventilation Air:50,515 Btuh 50.515 MBH Total Sensible Gain:25,457 Btuh 80 % Total Latent Gain:6,548 Btuh 20 % Total Cooling Required Including Ventilation Air:32,005 Btuh 2.67 Tons (Based On Sensible + Latent) 2.83 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 5 Building Pie Chart Building Loss 50,515 Btuh Floor 5%Roof 4% Wall 38% Glass 21% Door 4% Infiltration 16% Ventilation 12% Building Gain 32,005 Btuh Roof 4%Wall 6% Glass 33% Door 2%People 12% Equipment 30% Infiltration 5% Ventilation 6%AED Excursion 3% C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 6 System 1 Whole House Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less), operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.33 375 10,439 0 10,665 10,665 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2370 13,402 0 2,049 2,049 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1404 5,986 0 0 0 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 1237 2,152 0 1,188 1,188 21A-24: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24' wide 1142 2,484 0 0 0 Subtotals for structure:36,381 0 14,431 14,431 People:9 1,800 2,070 3,870 Equipment:2,500 7,000 9,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 89, Summer CFM: 46 8,284 896 644 1,540 Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789 AED Excursion:0 0 875 875 System 1 Whole House Load Totals:50,515 6,548 25,457 32,005 Check Figures Supply CFM:1,172 CFM Per Square ft.:0.333 Square ft. of Room Area:3,521 Square ft. Per Ton:1,245 Volume (ft³) of Cond. Space:31,689 System Loads Total Heating Required Including Ventilation Air:50,515 Btuh 50.515 MBH Total Sensible Gain:25,457 Btuh 80 % Total Latent Gain:6,548 Btuh 20 % Total Cooling Required Including Ventilation Air:32,005 Btuh 2.67 Tons (Based On Sensible + Latent) 2.83 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 7 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,142.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,142.0 sq.ft.Supply Air:545 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.2 AC/hr Volume:10,278.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:57 CFM Runout Air:91 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:33 CFM Runout Air Velocity:463 ft./min.Percent of Supply:6 % Runout Air Velocity:463 ft./min.Actual Winter Infil.:45 CFM Actual Loss:0.134 in.wg./100 ft.Actual Summer Infil.:23 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain NE-Wall-12F-0sw 38 X 9 253 0.065 5.7 1,431 0.9 0 219 SW-Wall-12F-0sw 38 X 9 234 0.065 5.7 1,323 0.9 0 202 NW-Wall-12F-0sw 40 X 9 317 0.065 5.7 1,793 0.9 0 274 SE-Wall-12F-0sw 40 X 9 330 0.065 5.7 1,866 0.9 0 285 NE-Door-11N 6 X 7 42 0.350 30.5 1,279 8.4 0 353 NE-Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 NE-Gls-4A-1a-o shgc-0.33 0%S 26 0.320 27.8 724 24.2 0 628 SW-Gls-4A-1a-o shgc-0.33 0%S 108 0.320 27.8 3,007 31.0 0 3,346 NW-Gls-4A-1a-o shgc-0.33 0%S 43 0.320 27.8 1,197 24.1 0 1,038 SE-Gls-4A-1a-o shgc-0.33 0%S 30 0.320 27.8 835 31.0 0 929 Subtotals for Structure:14,094 0 7,450 Infil.: Win.: 44.6, Sum.: 23.2 1,404 2.950 4,142 0.229 448 322 AED Excursion:407 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:18,236 1,848 11,639 C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 8 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,237.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,237.0 sq.ft.Supply Air:556 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.0 AC/hr Volume:11,133.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:56 CFM Runout Air:79 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:33 CFM Runout Air Velocity:405 ft./min.Percent of Supply:6 % Runout Air Velocity:405 ft./min.Actual Winter Infil.:45 CFM Actual Loss:0.103 in.wg./100 ft.Actual Summer Infil.:23 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain NE-Wall-12F-0sw 38 X 9 282 0.065 5.7 1,595 0.9 0 244 SW-Wall-12F-0sw 38 X 9 274 0.065 5.7 1,549 0.9 0 237 NW-Wall-12F-0sw 40 X 9 350 0.065 5.7 1,979 0.9 0 303 SE-Wall-12F-0sw 40 X 9 330 0.065 5.7 1,866 0.9 0 285 NE-Gls-4A-1a-o shgc-0.33 0%S 60 0.320 27.8 1,670 24.1 0 1,448 SW-Gls-4A-1a-o shgc-0.33 0%S 68 0.320 27.8 1,893 31.0 0 2,106 NW-Gls-4A-1a-o shgc-0.33 0%S 10 0.320 27.8 278 24.1 0 241 SE-Gls-4A-1a-o shgc-0.33 0%S 30 0.320 27.8 835 31.0 0 929 UP-Ceil-16B-50 1237 X 1 1237 0.020 1.7 2,152 1.0 0 1,188 Subtotals for Structure:13,817 0 6,981 Infil.: Win.: 44.6, Sum.: 23.2 1,404 2.950 4,142 0.229 448 322 AED Excursion:415 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:17,959 2,448 11,868 C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 9 Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,142.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,142.0 sq.ft.Supply Air:71 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.4 AC/hr Volume:10,278.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:27 CFM Runout Air:71 CFM Percent of Supply.:37 % Runout Duct Size:6 in.Actual Summer Vent.:4 CFM Runout Air Velocity:361 ft./min.Percent of Supply:6 % Runout Air Velocity:361 ft./min.Actual Winter Infil.:0 CFM Actual Loss:0.082 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain NE-Wall-15B0-10sf-10 38 X 9 342 0.049 4.3 1,458 0.0 0 0 SW-Wall-15B0-10sf-10 38 X 9 342 0.049 4.3 1,458 0.0 0 0 NW-Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0 SE-Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0 Floor-21A-24 1 X 1142 1142 0.025 2.2 2,484 0.0 0 0 Subtotals for Structure:8,470 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AED Excursion:53 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:8,470 900 1,513 C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Main Level 1,142 18,236 380 6-6 463 11,639 1,848 545 545 2 Upper Level 1,237 17,959 374 7-6 405 11,868 2,448 556 556 3 Lower Level 1,142 8,470 176 1-6 361 1,513 900 71 71 Ventilation 5,850 437 1,352 System 1 total 3,521 50,515 930 25,457 6,548 1,172 1,172 System 1 Main Trunk Size:21x10 in. Velocity:804 ft./min Loss per 100 ft.:0.095 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.67 80% / 20%25,457 6,548 32,005 Recommended:2.83 75% / 25%25,457 8,486 33,943 Actual:1.00 77% / 23%9,240 2,760 12,000 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model:QC-F38-E78-G QC-C12 Indoor Model:S12 Brand:Quikcool FE Series Quikcool AS Series Description:Hi Efficiency Furnace Standard Efficiency Air Condit Efficiency:78.3 AFUE 12.4 SEER Sound:8.1 bels Capacity:38,000 Btuh 12,000 Btuh Sensible Capacity:n/a 9,240 Btuh Latent Capacity:n/a 2,760 Btuh C:\ ...\19779 HENNING LAKEVILLE 03102021.rhv Wednesday, March 10, 2021, 12:27 PM Builders Associaton of Minnesota version 101014 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring Location (or future location) of Fan: Other Please Describe Here x 10/15 x x x 20 x 20 x 21 x 49 x x x x x Not applicable, all ducts located in conditioned space x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe:Input in BTUS: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code x Passive Low: Other, describe: x Low: Location of fan(s), describe: Cfm's 4" " round duct OR Flex " metal duct ML193UH070 Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 3 Ton50 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 200CFM Select Type 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): 25,457Residential Load Calculation SEER /EER Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 Seer Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN042-230 Model Heating System Natrual Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.22 Describe other insulated areas Fiberglass, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not ApplicableAttic Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.30 Appliances Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 50,515 Heating Gain Cooling Load Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor Stone Cottage Construction Inc. MN License Number Lakeville19779 Henning Ave BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 32,005 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION 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: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event 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: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 KP 04/14/21 X