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HomeMy WebLinkAboutLA164644 8066 201st St W 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 8066 201st St Lakeville MN 55044 New Single Family Dwelling n/a $305,000.00 10.1.2018 5.1.2018 3 4 Berres Ridge 3rd ■ ■ invoices@stonecottage.com Stone Cottage Construction, Inc. 636874 952.388.1301 651.261.1633 14787 Energy Way Apple Valley MN 55124 Scherer Plumbing 952.447.6734 15548 Red Oaks RD SE Prior Lake MN 55372 Lofgren Heating & Air Conditioning 952.431.5811 5708 Upper 147th ST W Apple Valley MN 55124 Bohn Well Drilling 952.445.4809 Troy Asleson - President - Stone Cottage Construction, Inc.09.13.2018 ✘ ✘ ✘ 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 ONLYSubject to Field InspectionInspectorDate2015MN BldgCode09/25/2018dmathews Smoke134.54.52.53.5UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 266PFHPFHPFH4336263.52.53.753.7525.5144.334Strap 4.66StrapVerify loads with girdertruss spec, may requireremoval of top plates atbearing for crushing.2222222222222332324-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). ProductsPlotID Length ProductPlies Net QtyTS2-2 40' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 22TS1 40' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 2TS3 36' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 3TS4 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 6TS5 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 6TS6 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 15TS7-2 26' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS8 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1TS9-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 11Wall FramingPlotID Length ProductPlies Net QtyTSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd2-3 6' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd3-2 3' 0" 2 x 10 SPF No.1/No.2 2 2Framing Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson HU9 18- 10d common - 6- 10d x 1-1/2 NoH2 4 Simpson LUS210 8- 10d common - 4- 10d common No Start Joist Layout Here. 19.2" o/cCSCSCSCSCSCSCSTS9-2TS7-2TS8BBOHd3-2TS2-2RimRimRimRimRimRimRimRimRimRimRimRimRimRimRimSquash BlockingSquash BlockingH13-2x10 Trtd.3-2x12 Trtd.3-2x8 Trtd.3-2x8 Trtd.TSHd1-2BBOHd2-3BBOHd1-2TS619.2" O.C.TS619.2" O.C.TS519.2" O.C.TS319.2" O.C.TS119.2" O.C.TS419.2" O.C.H23x5 PSL3 TrimmersCustomer:Job Name:Address/Lot:Stone CottageAlex & Brittany Schwartzwald8066 201st St WCity, State:Lakeville, MNPlan/Model #:#18-183Job Number:23095Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/29/2018Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** ProductsPlotID Length ProductPlies Net QtyTS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 2TS2-2 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL2 4TS3-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 24TS4-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 22TS5-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2TS6-2 20' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 22BBO1-2 12' 0" 2 x 12 SPF No.1/No.2 2 2Wall FramingPlotID Length ProductPlies Net QtyTSHd1-2 8' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 22TSHd2-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3BBOHd1-3 9' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd2-3 7' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd3-2 6' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd4-2 4' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd4-2 3' 0" 2 x 10 SPF No.1/No.2 2 2Framing Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson HHUS410 30- 16d common - 10- 16d double shear NoBBOHd3-2BBOHd2-3BBO1-2TS1-2TS6-2TS2-2TS3-2Girder TrussGirder TrussGirder TrussTS3-2TS5-2TS4-2H1BBOHd4-2TSHd1-2BBOHd1-3TSHd2-3BBOHd4-2TS2-25x7 PSLTapered End Cut Allowed if Needed← Floor Trusses →Customer:Job Name:Address/Lot:Stone CottageAlex & Brittany Schwartzwald8066 201st St WCity, State:Lakeville, MNPlan/Model #:#18-183Job Number:23095Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/29/2018Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length Product Plies Net QtyBBOHd1-2 9' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd3-3 7' 0" 2 x 10 SPF No.1/No.2 3 3BBOHd2-2 7' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd4-2 6' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd5-2 3' 0" 2 x 10 SPF No.1/No.2 2 2Girder TrussGirder TrussBBOHd4-2Girder TrussGirder TrussBBOHd3-3BBOHd1-2BBOHd2-2BBOHd2-2BBOHd5-2BBOHd4-2Customer:Job Name:Address/Lot:Stone CottageAlex & Brittany Schwartzwald8066 201st St WCity, State:Lakeville, MNPlan/Model #:#18-183Job Number:23095Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/29/2018Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Stone Cottage HVAC Load Calculations for Schwartzwald 8066 201st St Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Monday, August 27, 2018 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, August 27, 2018 Client Name:Schwartzwald Client Address:8066 201st St 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 North 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:1,186 CFM Per Square ft.:0.329 Square ft. of Room Area:3,609 Square ft. Per Ton:1,267 Volume (ft³) of Cond. Space:30,036 Building Loads Total Heating Required Including Ventilation Air:53,944 Btuh 53.944 MBH Total Sensible Gain:25,646 Btuh 80 % Total Latent Gain:6,222 Btuh 20 % Total Cooling Required Including Ventilation Air:31,868 Btuh 2.66 Tons (Based On Sensible + Latent) 2.85 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:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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 2.66 1,359 3,609 25,646 6,222 31,868 53,944 1,028 1,186 1,186 System 1 No 2.66 1,359 3,609 25,646 6,222 31,868 53,944 1,028 1,186 1,186 21x10 Ventilation 340 1,352 1,692 4,550 Zone 1 3,609 25,306 4,870 30,176 49,394 1,028 1,186 1,186 21x10 1-Main Level 1,164 10,961 1,831 12,792 18,443 384 514 514 6--6 2-Upper Level 1,281 10,645 2,426 13,071 18,673 389 499 499 6--6 3-Lower Level 1,164 3,700 613 4,313 12,278 256 173 173 2--6 C:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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 0.33 499 13,892 0 10,251 10,251 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 2840 16,061 0 2,456 2,456 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1116 4,758 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 1281 2,229 0 1,230 1,230 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 724 1,575 0 0 0 Subtotals for structure:40,433 0 14,466 14,466 People:7 1,400 1,610 3,010 Equipment:2,500 8,000 10,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 97, Summer CFM: 50 8,961 970 696 1,666 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 AED Excursion:0 0 534 534 Total Building Load Totals:53,944 6,222 25,646 31,868 Check Figures Total Building Supply CFM:1,186 CFM Per Square ft.:0.329 Square ft. of Room Area:3,609 Square ft. Per Ton:1,267 Volume (ft³) of Cond. Space:30,036 Building Loads Total Heating Required Including Ventilation Air:53,944 Btuh 53.944 MBH Total Sensible Gain:25,646 Btuh 80 % Total Latent Gain:6,222 Btuh 20 % Total Cooling Required Including Ventilation Air:31,868 Btuh 2.66 Tons (Based On Sensible + Latent) 2.85 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:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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 53,944 Btuh Floor 3%Roof 4% Wall 39% Glass 26% Door 4% Infiltration 17% Ventilation 8% Building Gain 31,868 Btuh Roof 4% Wall 8% Glass 32% Door 2%People 9% Equipment 33% Infiltration 5% Ventilation 5%AED Excursion 2% C:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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 0.33 499 13,892 0 10,251 10,251 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 2840 16,061 0 2,456 2,456 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1116 4,758 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 1281 2,229 0 1,230 1,230 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 724 1,575 0 0 0 Subtotals for structure:40,433 0 14,466 14,466 People:7 1,400 1,610 3,010 Equipment:2,500 8,000 10,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 97, Summer CFM: 50 8,961 970 696 1,666 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 AED Excursion:0 0 534 534 System 1 Whole House Load Totals:53,944 6,222 25,646 31,868 Check Figures Supply CFM:1,186 CFM Per Square ft.:0.329 Square ft. of Room Area:3,609 Square ft. Per Ton:1,267 Volume (ft³) of Cond. Space:30,036 System Loads Total Heating Required Including Ventilation Air:53,944 Btuh 53.944 MBH Total Sensible Gain:25,646 Btuh 80 % Total Latent Gain:6,222 Btuh 20 % Total Cooling Required Including Ventilation Air:31,868 Btuh 2.66 Tons (Based On Sensible + Latent) 2.85 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:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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:1,164.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,164.0 sq.ft.Supply Air:514 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.9 AC/hr Volume:10,476.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:52 CFM Runout Air:86 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:30 CFM Runout Air Velocity:436 ft./min.Percent of Supply:6 % Runout Air Velocity:436 ft./min.Actual Winter Infil.:43 CFM Actual Loss:0.119 in.wg./100 ft.Actual Summer Infil.:22 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-12F-0sw 40 X 9 355 0.065 5.7 2,008 0.9 0 307 E -Wall-12F-0sw 40 X 9 304 0.065 5.7 1,719 0.9 0 263 N -Wall-12F-0sw 44 X 9 290 0.065 5.7 1,640 0.9 0 251 S -Wall-12F-0sw 44 X 9 304 0.065 5.7 1,719 0.9 0 263 N -Door-11N 6 X 7 42 0.350 30.5 1,279 8.4 0 353 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 5 0.320 27.8 139 35.0 0 175 E -Gls-4A-1a-o shgc-0.33 0%S 56 0.320 27.8 1,559 35.0 0 1,960 N -Gls-4A-1a-o shgc-0.33 100%S 43 0.320 27.8 1,197 10.4 0 448 S -Gls-4A-1a-o shgc-0.33 0%S 92 0.320 27.8 2,561 19.2 0 1,765 Subtotals for Structure:14,460 0 5,961 Infil.: Win.: 42.9, Sum.: 22.3 1,512 2.634 3,983 0.204 431 309 AED Excursion:231 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 4,000 Room Totals:18,443 1,831 10,961 C:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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:1,281.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,281.0 sq.ft.Supply Air:499 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.9 AC/hr Volume:10,248.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:53 CFM Runout Air:83 CFM Percent of Supply.:11 % Runout Duct Size:6 in.Actual Summer Vent.:29 CFM Runout Air Velocity:423 ft./min.Percent of Supply:6 % Runout Air Velocity:423 ft./min.Actual Winter Infil.:42 CFM Actual Loss:0.112 in.wg./100 ft.Actual Summer Infil.:22 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-12F-0sw 43 X 9 354 0.065 5.7 2,002 0.9 0 306 E -Wall-12F-0sw 43 X 9 381 0.065 5.7 2,155 0.9 0 329 N -Wall-12F-0sw 40 X 9 300 0.065 5.7 1,696 0.9 0 259 S -Wall-12F-0sw 40 X 9 276 0.065 5.7 1,561 0.9 0 239 W -Gls-4A-1a-o shgc-0.33 0%S 33 0.320 27.8 919 35.0 0 1,155 E -Gls-4A-1a-o shgc-0.33 0%S 6 0.320 27.8 167 35.0 0 210 N -Gls-4A-1a-o shgc-0.33 100%S 60 0.320 27.8 1,670 10.4 0 625 S -Gls-4A-1a-o shgc-0.33 0%S 84 0.320 27.8 2,339 19.2 0 1,611 UP-Ceil-16B-50 1281 X 1 1281 0.020 1.7 2,229 1.0 0 1,230 Subtotals for Structure:14,738 0 5,964 Infil.: Win.: 42.4, Sum.: 22.0 1,494 2.634 3,935 0.205 426 306 AED Excursion:225 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:18,673 2,426 10,645 C:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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:1,164.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,164.0 sq.ft.Supply Air:173 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.1 AC/hr Volume:9,312.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:35 CFM Runout Air:87 CFM Percent of Supply.:20 % Runout Duct Size:6 in.Actual Summer Vent.:10 CFM Runout Air Velocity:441 ft./min.Percent of Supply:6 % Runout Air Velocity:441 ft./min.Actual Winter Infil.:11 CFM Actual Loss:0.122 in.wg./100 ft.Actual Summer Infil.:6 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-10 44 X 9 396 0.049 4.3 1,688 0.0 0 0 S -Wall-12F-0sw 44 X 9 276 0.065 5.7 1,561 0.9 0 239 E -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0 W -Wall-15B0-10sf-10 40 X 9 360 0.049 4.3 1,535 0.0 0 0 S -Gls-4A-1a-o shgc-0.33 0%S 120 0.320 27.8 3,341 19.2 0 2,302 Floor-21A-24 1 X 724 724 0.025 2.2 1,575 0.0 0 0 Subtotals for Structure:11,235 0 2,541 Infil.: Win.: 11.2, Sum.: 5.8 396 2.634 1,043 0.205 113 81 AED Excursion:78 Equipment:500 1,000 Room Totals:12,278 613 3,700 C:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 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 1,164 18,443 384 6-6 436 10,961 1,831 514 514 2 Upper Level 1,281 18,673 389 6-6 423 10,645 2,426 499 499 3 Lower Level 1,164 12,278 256 2-6 441 3,700 613 173 173 Ventilation 4,550 340 1,352 System 1 total 3,609 53,944 1,028 25,646 6,222 1,186 1,186 System 1 Main Trunk Size:21x10 in. Velocity:813 ft./min Loss per 100 ft.:0.097 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.66 80% / 20%25,646 6,222 31,868 Recommended:2.85 75% / 25%25,646 8,549 34,195 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:\ ...\8066 201ST LAKEVILLE.rhv Monday, August 27, 2018, 12:22 PM Builders Associaton of Minnesota version 101014 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here x 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 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 31,868 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat 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 Lakeville8066 201st St BC636874 Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 53,944 Heating Gain Cooling Load Attic 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 THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable 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, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN042-230 Model Heating System Natrual Gas Lennox 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 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): 25,646Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML193UH070 Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 3 Ton50 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 8066 201st St W Stone Cottage Construction, Inc. Brian Christopherson 651.755.7199 brian@stonecottage.com New Single Family Home 5 0 5 9 4 Brian Christopherson Stone Cottage Construction, Inc. 651.755.7199 brian@stonecottage.com University of Minnesota 05.31.2021 Troy Asleson - President - Stone Cottage Construction, Inc.09.13.2018 09/20/18 X KP