The URL can be used to link to this page

Home My WebLink AboutLA219598-19515 Harbor Dr 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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 11/02/2023dmathews Smoke Smoke CO UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). FAN -Top and bottom wall connections and blocking required along all shear/braced walls indicated. 5/8" GYP BD, ONE SIDE 4" OC 12" OC#6 X 1 1/4" SCREW SPACINGWALL DESCRIPTION EDGE FIELD FASTENER SIZE FASTENING (Cont.) B24 (2) - 9-1/2" LVL (Cont.) 23" diameter footing for roof and floor loads -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). FAN Loads exceed crushing limits of standard SPF top plates, remove plates and support beams directly on built column. BWPs Above BWPs Above -Top and bottom wall connections and blocking required along all shear/braced walls indicated. 5/8" GYP BD, ONE SIDE 4" OC 12" OC#6 X 1 1/4" SCREW SPACINGWALL DESCRIPTION EDGE FIELD FASTENER SIZE FASTENING B10 (4) - 24" LVL FlushB10-Copy1 (1) - W12X58(A992) ASTM Steel Flushor(Cont.)(Cont.)(Cont.) (Cont.) FAN FAN Smoke Smoke Smoke Smoke CO Smoke -Min. 15" clearance to anyobstruction from center of W.C., 24" in front(typ). Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. -Top and bottom wall connections and blocking required along all shear/braced walls indicated. 5/8" GYP BD, ONE SIDE 4" OC 12" OC#6 X 1 1/4" SCREW SPACINGWALL DESCRIPTION EDGE FIELD FASTENER SIZE FASTENING (Cont.) Prepared by: Leonetti Wall Bracing Plan Chris Timm, PE Michael A. DeSutter 57193 2023-09-18 E-mail : christimm2688@gmail.com Cell : 605-929-2456 Christopher M. Timm 2023-10-05 Page No Job Comm. No. Date Name Leonetti Wall Bracing Plan 9-18-23 CMT 2020 SOLID BLUE WALLS INDICATE STRUCTURAL SHEAR WALLS 5/8" GYP BD, ONE SIDE 4" OC 12" OC#6 X 1 1/4" SCREW MARK SPACINGWALL DESCRIPTION EDGE FIELD FASTENER SIZE FASTENING WALL BRACING PLAN Per the requirements of Chapter 6 of the 2020 Minnesota Residential Building Code, the residence was designed for wind loads generated from ASCE 7-15, with all applicable Minnesota Building Code load combinations. The critical load combinations for wind loads on the shear walls included checks for uplift forces and sheathing capacity. 10-05-2023 DESIGN COMMENT: THE GARAGE DOORS EXTERIOR WALL IS TREATED AS A OPEN FRONT STRUCTURE. PER THE NDS SDPWS THE SHEARWALLS WERE DESIGNED AS CANTILEVERED 3 SIDED DIAPPHRAGM Page No Job Comm. No. Date Name Leonetti Wall Bracing Plan 9-18-23 CMT 2020 SOLID BLUE WALLS INDICATE STRUCTURAL SHEAR WALLS 5/8" GYP BD, ONE SIDE 4" OC 12" OC#6 X 1 1/4" SCREW MARK SPACINGWALL DESCRIPTION EDGE FIELD FASTENER SIZE FASTENING WALL BRACING PLAN Per the requirements of Chapter 6 of the 2020 Minnesota Residential Building Code, the residence was designed for wind loads generated from ASCE 7-15, with all applicable Minnesota Building Code load combinations. The critical load combinations for wind loads on the shear walls included checks for uplift forces and sheathing capacity. 10-05-2023 Page No Job Comm. No. Date Name Leonetti Wall Bracing Plan 9-18-23 CMT SHEAR WALL FLOOR TRUSSFLOOR TRUSS FLOOR SHEATHING SHEAR WALL TYPE AND LOCATION INDICATED ON PLAN. SEE SHEAR WALL SCHED ON SHEET S620 FOR SHEATHING SEE SHEAR WALL SCHED FOR TOP AND BOTTOM PL CONN REQUIREMENTS 2X NAILER (TYP) ALIGN TRUSS W/ SHEAR WALL ABOVE (TYP) NO WALL BELOW @ SIM SHEATHING NOT REQ'D AT TRUSS @ SIM WALL BRACING TYPICAL DETAILS 16d NAILS @ 12" OC SIM FOR TRUSS BRG DIRECTION WITH LADDER TRUSS BETWEEN BRG END TRUSSES 10-05-2023 Page No Job Comm. No. Date Name Leonetti Wall Bracing Plan 9-18-23 CMT 2X WALL (SEE PLAN / SCHED) ROOF TRUSS (SEE PLAN) CONNECTION AT TRUSS ALIGNING WITH SHEAR WALL CONNECTION AT TRUSS NOT ALIGNING WITH SHEAR WALL 2 X 6 BLOCKING @ #'-#" W/ 2 -16d NAILS TO EACH WALL 3 -16d NAILING BLOCKING TO TRUSS ROOF TRUSS (SEE PLAN) 2X WALL (SEE PLAN / SCHED) DBL TOP PLATE DBL TOP PLATE TRUSS FASTENING TO SHEAR WALL (SEE SCHED) WALL BRACING TYPICAL DETAILS FASTEN W/ SIMPSON A35 @ 4'-0" OC 4'-0" 10-05-2023 [][][||][|||][[[][][][][] [] [] []][ [][[] ||][|[B23 (2) - 2x10B24 (2) - 9-1/2" LVL B25 (2) - 2x10 Flush This doesn't line up with bearing above. Why is this bearing wall here? Footing needed hereB26 (2) - 2x10B27 (2) - 2x10 B28 (2) - 9-1/2" LVL B34 (2) - 2x10 Flush B29 (2) - 9-1/2" LVL [ B30 (3) - 9-1/2" LVL Cont. 2 Trimmers B31 (2) - 9-1/2" LVL 2 Trimmers B32 (2) - 2x10 2 Trimmers [[B33 (2) - 2x10B35 (2) - 2x12 Cont. TRTDB34 (2) - 2x12 Cont. TRTD Floor Trussesby Others|||||[][||][][][][[[][] [] [] [][][[[[||[] B1 (3) - 9-1/2" LVL Cont.B2 (3) - 9-1/2" LVL Cont.B3 (2) - 9-1/2" LVL B4 (2) - 2x10H12 (3) - 2x10 Clear Span H13 (2) - 2x10 Cont.B5 (2) - 11-7/8" LVL Flush B6 (2) - 2x10 2 TrimmersB7 (2) - 9-1/2" LVLB8 (2) - 2x10H14 (2) - 2x10B9 (2) - 11-7/8" LVL Flush C1 5x7 PSL C2 5x5 PSL B11 (2) - 11-7/8" LVL FlushB12 (2) - 20" LVL FlushB10 (4) - 24" LVL FlushNeeds to be 2x8 wall. H15 (2) - 2x12 B13 (3) - 16" LVL 4 Trimmers 4 - 2x6 H16 (2) - 2x12 H17 (2) - 2x10 Cont. B14 (2) - 11-7/8" LVL Flush B15 (2) - 2x10 B16 (2) - 9-1/2" LVL B17 (2) - 2x10B18 (2) - 2x10(2) - 2x10B19 (2) - 2x10B20 (2) - 2x10 FlushB21 (2) - 2x10 Flush B22 (2) - 2x10 5x5 PSL orB10-Copy1 (1) - W12X58(A992) ASTM Steel Flush H1 (2) - 9-1/2" LVL H2 (2) - 2x10 Cont. H3 (2) - 2x10H4 (2) - 2x10 (2) - 2x10H5 (2) - 2x10H6 (2) - 2x10 H6 (2) - 2x10 H7 (2) - 2x10 H8 (2) - 2x10 H9 (2) - 9-1/2" LVL H10 (2) - 2x10H11 (2) - 2x10H11 (2) - 2x10H18 (2) - 2x10 G1 4-2x6 4-2x6 Stone Cottage HVAC Load Calculations for Stone Cottage 19515 Harbor Dr Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Monday, September 25, 2023 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:Monday, September 25, 2023 Client Name:Stone Cottage Client Address:19515 Harbor Dr 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 East 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:1,490 CFM Per Square ft.:0.327 Square ft. of Room Area:4,557 Square ft. Per Ton:1,402 Volume (ft³) of Cond. Space:41,013 Building Loads Total Heating Required Including Ventilation Air:59,307 Btuh 59.307 MBH Total Sensible Gain:32,150 Btuh 82 % Total Latent Gain:6,847 Btuh 18 % Total Cooling Required Including Ventilation Air:38,997 Btuh 3.25 Tons (Based On Sensible + Latent) 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:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 3 Miscellaneous Report System 1 Whole House Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -15.33 80%n/a 72 n/a Summer:88 72 47%50%75 29.27 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:No No Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:650 ft./min 450 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:8 in.6 in. Maximum Height:10 in.6 in. Outside Air Data Winter Summer Infiltration Specified:0.250 AC/hr 0.130 AC/hr 119 CFM 62 CFM Infiltration Actual:0.250 AC/hr 0.130 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 28,557 X 28,557 7,139 Cu.ft./hr 3,712 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:119 CFM 62 CFM Total Building Ventilation:140 CFM 70 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 19.31 = (0.68 X 0.970 X 29.27 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.250 AC/hr (119 CFM), Construction: Unknown Summer Infiltration Specified:0.130 AC/hr (62 CFM), Construction: Unknown C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 4 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 3.25 1,402 4,557 32,150 6,847 38,997 59,307 1,140 1,490 1,490 System 1 Yes 3.25 1,402 4,557 32,150 6,847 38,997 59,307 1,140 1,490 1,490 26x10 Ventilation 340 1,352 1,692 4,550 Zone 1 4,557 31,810 5,495 37,305 54,757 1,140 1,490 1,490 26x10 1-Main Level 1,384 14,990 1,952 16,942 22,362 466 702 702 8--6 2-Upper Level 1,789 15,360 2,643 18,003 24,703 514 720 720 8--6 3-Lower Level 1,384 1,460 900 2,360 7,692 160 68 68 1--6 C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 5 Duct Size Preview Room or Duct Name Minimum Velocity Maximum Velocity Rough. Factor Design L/100 Actual L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Main Level 450 750 0 0.1 0.1 447.1 466 702 702 8--6 2-Upper Level 450 750 0 0.1 0.1 458.1 514 720 720 8--6 3-Lower Level 450 750 0 0.1 0.1 348.4 160 68 68 1--6 Other Ducts Supply Main Trunk 650 900 0 0.1 0.1 825.4 1,140 1,490 1,490 26x10 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:1140 Cooling Flow:1490 C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM 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 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity Average Glass Sensible Gain Over 12 Hours 1.3 x Average Glass Gain Hourly Glass Gain Hourly Total Net GainHeat Gain, Btuh17.8% Diff. from Avg. 0 10,000 20,000 30,000 40,000 50,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 17.8%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 7 System 1 - Whole House - Psychrometric Chart ZC Zone (Room) Condition OC Outdoor Condition LC Leaving Coil Condition EC Entering Coil Condition SD Supply Duct Temperature Rise DTF Draw Through Fan Sensible Gain HRV Heat Recovery Ventilator C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 8 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 0.33 592 16,481 0 17,497 17,497 11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2678 15,145 0 2,315 2,315 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1098 4,682 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 1789 3,113 0 1,717 1,717 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 1384 3,010 0 0 0 Subtotals for structure:43,709 0 21,881 21,881 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: 119, Summer CFM: 62 11,048 1,195 859 2,054 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 Total Building Load Totals:59,307 6,847 32,150 38,997 Check Figures Total Building Supply CFM:1,490 CFM Per Square ft.:0.327 Square ft. of Room Area:4,557 Square ft. Per Ton:1,402 Volume (ft³) of Cond. Space:41,013 Building Loads Total Heating Required Including Ventilation Air:59,307 Btuh 59.307 MBH Total Sensible Gain:32,150 Btuh 82 % Total Latent Gain:6,847 Btuh 18 % Total Cooling Required Including Ventilation Air:38,997 Btuh 3.25 Tons (Based On Sensible + Latent) 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:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 9 Building Pie Chart Building Loss 59,307 Btuh Floor 5% Roof 5% Wall 33% Glass 28% Door 2% Infiltration 19% Ventilation 8% Building Gain 38,997 Btuh Roof 4%Wall 6% Glass 45% Door 1% People 10% Equipment 24% Infiltration 5%Ventilation 4% C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 10 Building Bar Graph Building Loss 59,307 Btuh 0 5,000 10,000 15,000 20,000 Floor 5%Wall 33%Door 2%Ventilation 8% Roof 5%Glass 28%Infiltration 19% Building Gain 38,997 Btuh 0 5,000 10,000 15,000 20,000 Roof 4%Glass 45%People 10%Infiltration 5% Wall 6%Door 1%Equipment 24%Ventilation 4% C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 11 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 0.33 592 16,481 0 17,497 17,497 11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2678 15,145 0 2,315 2,315 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1098 4,682 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 1789 3,113 0 1,717 1,717 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 1384 3,010 0 0 0 Subtotals for structure:43,709 0 21,881 21,881 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: 119, Summer CFM: 62 11,048 1,195 859 2,054 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 System 1 Whole House Load Totals:59,307 6,847 32,150 38,997 Check Figures Supply CFM:1,490 CFM Per Square ft.:0.327 Square ft. of Room Area:4,557 Square ft. Per Ton:1,402 Volume (ft³) of Cond. Space:41,013 System Loads Total Heating Required Including Ventilation Air:59,307 Btuh 59.307 MBH Total Sensible Gain:32,150 Btuh 82 % Total Latent Gain:6,847 Btuh 18 % Total Cooling Required Including Ventilation Air:38,997 Btuh 3.25 Tons (Based On Sensible + Latent) 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:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 12 System 1 Whole House Pie Chart System 1 Whole House Loss 59,307 Btuh Floor 5% Roof 5% Wall 33% Glass 28% Door 2% Infiltration 19% Ventilation 8% System 1 Whole House Gain 38,997 Btuh Roof 4%Wall 6% Glass 45% Door 1% People 10% Equipment 24% Infiltration 5%Ventilation 4% C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 13 System 1 Whole House Bar Graph System 1 Whole House Loss 59,307 Btuh 0 5,000 10,000 15,000 20,000 Floor 5%Wall 33%Door 2%Ventilation 8% Roof 5%Glass 28%Infiltration 19% System 1 Whole House Gain 38,997 Btuh 0 5,000 10,000 15,000 20,000 Roof 4%Glass 45%People 10%Infiltration 5% Wall 6%Door 1%Equipment 24%Ventilation 4% C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 14 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) 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 0.33 592 16,481 0 17,497 17,497 11N: Door-Metal - Polystyrene Core 42 1,278 0 352 352 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2678 15,145 0 2,315 2,315 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1098 4,682 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 1789 3,113 0 1,717 1,717 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 1384 3,010 0 0 0 Subtotals for structure:43,709 0 21,881 21,881 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: 119, Summer CFM: 62 11,048 1,195 859 2,054 System 1, Zone 1 Load Totals:54,757 5,495 31,810 37,305 Check Figures Supply CFM:1,490 CFM Per Square ft.:0.327 Square ft. of Room Area:4,557 Square ft. Per Ton:1,466 Volume (ft³) of Cond. Space:41,013 Zone Loads Total Heating Required:54,757 Btuh 54.757 MBH Total Sensible Gain:31,810 Btuh 85 % Total Latent Gain:5,495 Btuh 15 % Total Cooling Required:37,305 Btuh 3.11 Tons (Based On Sensible + Latent) 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:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 15 System 1, Zone 1 Pie Chart System 1, Zone 1 Loss 54,757 Btuh Floor 5% Roof 6% Wall 36% Glass 30% Door 2% Infiltration 20% System 1, Zone 1 Gain 37,305 Btuh Roof 5% Wall 6% Glass 47% Door 1% People 10% Equipment 25% Infiltration 6% C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 16 System 1, Zone 1 Bar Graph System 1, Zone 1 Loss 54,757 Btuh 0 5,000 10,000 15,000 20,000 Floor 5%Wall 36%Door 2% Roof 6%Glass 30%Infiltration 20% System 1, Zone 1 Gain 37,305 Btuh 0 5,000 10,000 15,000 20,000 Roof 5%Glass 47%People 10%Infiltration 6% Wall 6%Door 1%Equipment 25% C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 17 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,384.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,384.0 sq.ft.Supply Air:702 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.4 AC/hr Volume:12,456.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:8 Actual Winter Vent.:57 CFM Runout Air:88 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:33 CFM Runout Air Velocity:447 ft./min.Percent of Supply:5 % Runout Air Velocity:447 ft./min.Actual Winter Infil.:55 CFM Actual Loss:0.125 in.wg./100 ft.Actual Summer Infil.:29 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-12F-0sw 48 X 9 316 0.065 5.7 1,787 0.9 0 273 E -Wall-12F-0sw 48 X 9 299 0.065 5.7 1,691 0.9 0 258 N -Wall-12F-0sw 37 X 9 271 0.065 5.7 1,533 0.9 0 234 S -Wall-12F-0sw 37 X 9 261 0.065 5.7 1,476 0.9 0 226 W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 N -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 W -Gls-4A-1a-o shgc-0.33 0%S 95 0.320 27.8 2,645 35.0 0 3,326 E -Gls-4A-1a-o shgc-0.33 0%S 133 0.320 27.8 3,703 35.0 0 4,656 N -Gls-4A-1a-o shgc-0.33 100%S 41 0.320 27.8 1,141 10.4 0 427 S -Gls-4A-1a-o shgc-0.33 0%S 72 0.320 27.8 2,004 19.2 0 1,381 Subtotals for Structure:17,258 0 11,133 Infil.: Win.: 55.0, Sum.: 28.6 1,530 3.336 5,104 0.259 552 397 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:22,362 1,952 14,990 C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 18 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,789.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,789.0 sq.ft.Supply Air:720 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr Volume:16,101.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:8 Actual Winter Vent.:63 CFM Runout Air:90 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:34 CFM Runout Air Velocity:458 ft./min.Percent of Supply:5 % Runout Air Velocity:458 ft./min.Actual Winter Infil.:64 CFM Actual Loss:0.131 in.wg./100 ft.Actual Summer Infil.:33 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-12F-0sw 47 X 9 327 0.065 5.7 1,849 0.9 0 283 E -Wall-12F-0sw 47 X 9 323 0.065 5.7 1,827 0.9 0 279 N -Wall-12F-0sw 52 X 9 444 0.065 5.7 2,511 0.9 0 384 S -Wall-12F-0sw 52 X 9 437 0.065 5.7 2,471 0.9 0 378 W -Gls-4A-1a-o shgc-0.33 0%S 96 0.320 27.8 2,673 35.0 0 3,361 E -Gls-4A-1a-o shgc-0.33 0%S 100 0.320 27.8 2,784 35.0 0 3,501 N -Gls-4A-1a-o shgc-0.33 100%S 24 0.320 27.8 668 10.4 0 250 S -Gls-4A-1a-o shgc-0.33 0%S 31 0.320 27.8 863 19.2 0 595 UP-Ceil-16B-50 1789 X 1 1789 0.020 1.7 3,113 1.0 0 1,717 Subtotals for Structure:18,759 0 10,748 Infil.: Win.: 64.0, Sum.: 33.3 1,782 3.336 5,944 0.259 643 462 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:24,703 2,643 15,360 C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 19 Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,384.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,384.0 sq.ft.Supply Air:68 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.3 AC/hr Volume:12,456.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:20 CFM Runout Air:68 CFM Percent of Supply.:29 % Runout Duct Size:6 in.Actual Summer Vent.:3 CFM Runout Air Velocity:348 ft./min.Percent of Supply:5 % Runout Air Velocity:348 ft./min.Actual Winter Infil.:0 CFM Actual Loss:0.077 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 W -Wall-15B0-10sf-10 48 X 9 432 0.049 4.3 1,842 0.0 0 0 N -Wall-15B0-10sf-10 37 X 9 333 0.049 4.3 1,420 0.0 0 0 S -Wall-15B0-10sf-10 37 X 9 333 0.049 4.3 1,420 0.0 0 0 Floor-21A-24 1 X 1384 1384 0.025 2.2 3,010 0.0 0 0 Subtotals for Structure:7,692 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:7,692 900 1,460 C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 20 Room Cooling and Heating Loads Bar Graphs Cooling Heating Btuh Lower Level Upper Level Main Level 0 5,000 10,000 15,000 20,000 25,000 C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 21 Room Cooling Loads Bar Graphs Sensible Latent Btuh Lower Level Upper Level Main Level 0 5,000 10,000 15,000 20,000 C:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 22 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 1,384 22,362 466 8-6 447 14,990 1,952 702 702 2 Upper Level 1,789 24,703 514 8-6 458 15,360 2,643 720 720 3 Lower Level 1,384 7,692 160 1-6 348 1,460 900 68 68 Ventilation 4,550 340 1,352 System 1 total 4,557 59,307 1,140 32,150 6,847 1,490 1,490 System 1 Main Trunk Size:26x10 in. Velocity:825 ft./min Loss per 100 ft.:0.092 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.25 82% / 18%32,150 6,847 38,997 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:\ ...\19515 HARBOR LAKEVILLE 09252023.rhv Monday, September 25, 2023, 10:16 AM 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): 32,150Residential 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: 59,307 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 Lakeville19515 Harbor Dr BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 38,997 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 10/9/23 X PM