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HomeMy WebLinkAboutLA188406 17915 Evening Lane 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 BldgCode02/26/2021dmathews -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.CS-PF2228332.252.252.253393312333PFHPFHInterior BWP Above(3)9-1/2 LSL 12'BWL 12'2'2'SEE DETAIL 1/PF-1 BWL 2BWL 3BWL 4BWL 5BWL 6BWL 726'26'24'24'2'-3"2'-3"3'3'SEE DETAIL 2/PF-13'2'-3"3'3'3'3'3'3'12'9'4'8'4'4'4' Voigt & Associates, Inc.C-1Structural Engineering Services 4635 Nicols Road, Suite 204Eagan, MN 55122MethodCS-WSPWind speed 115Exposure CGB GB BWL 1 2 3 4 5 6 7Spacing - ft 12 24 24 24 26 26 26Level 2 1 1 1 1 1 1Length req'd- ft 4.1 3.9 7.7 3.9 4.1 8.3 4.1per Table R602.10.3(1)Adjustments:Exposure 1.2 1.2 1.2 1.2 1.2 1.2 1.2Eave to ridge Height 1.21 1.42 1.42 1.42 1.42 1.42 1.42Wall Height 0.9 0.95 0.95 0.95 0.95 0.95 0.95# of BWL 1 1.3 1.3 1.3 1.3 1.3 1.34" Gyp WB w.block joints1 1 1 1 1 1 1Adjusted Length 5.4 8.2 16.2 8.2 8.6 17.5 8.6Cowles Residence17915 Evening Lane, Lakeville, MN Sheet Start Joist Layout Here. 16" o/c Resume 16" o/c Change to 12" o/cFraming Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 7 Simpson LUS210 8- 10dx1.5 - 4- 10d No H2 2 Simpson HU11 30- 10dx1.5 - 10- 10dx1.5 No Products PlotID Length Product Plies Net Qty F40' 40' 0" 11 7/8" TJI 210 joist 1 13 F12' 12' 0" 11 7/8" TJI 210 joist 1 3 TJI Blocking 6' 1 1/2" 11 7/8" TJI 210 joist 1 1 TS1 40' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS2 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS3 26' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS4 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS5 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 5 TS6 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS7 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS8 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS9 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS10 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11 2x8 Flat Blocking 3' 3 5/16" 2x8 blocking (11 7/8" joist depth) 1 1 3-2x12 Treated 12' 0" 2 X 12 SP No.1 P 3 3 3-2x10 Treated 12' 0" 2 X 10 SP No.1 P 3 3 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd3-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 8' 0" 2 x 10 SPF No.1/No.2 2 2 CS CS CS CS CS CS CS CS CS CS TS7 TS9TS8TSHd3-2TS4 TS3 Rim Rim Rim Rim Rim RimRimRimRimRimRimBBOHd1-2 TSHd2-2 TSHd1-2 22' 4"21' 8"2x8 Flat Blocking3-2x12 Treated 3-2x10 TreatedTS10TJI BlockingH2H2F12'16" O.C.F40'16" O.C.TS112" O.C.TS112" O.C.TS616" O.C.TS512" O.C.TS412" O.C.H1TS212" O.C.LSL Joists in this areaLSL Joists in this area3 Trimmers 3-2x6 3-2x6 Customer:Job Name:Address/Lot:Stone CottageCowles17915 Evening LaneCity, State:Lakeville, MNPlan/Model #:#20-204Job Number:24568Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 2 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:1/11/21Revised By:Jeff D.Revision Date:2/26/21Revision #:2SALES 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 serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HHUS48 22- 10d - 8- 10d No Products PlotID Length Product Plies Net Qty TS1-2 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS2-2 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 TS3-2 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 4 BBO1-2 12' 0" 2 x 12 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty MHd1-2 8' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 2 2 TSHd2-3 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 TSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd4-3 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 TSHd3-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 8' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 4 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 4 TS3-2TS3-2TS2-2 H1 TSHd1-2 TSHd2-3 TSHd4-3BBOHd2-2BBOHd2-2TSHd3-2 BBOHd1-2 MHd1-2BBOHd3-2BBOHd3-2BBO1-2 TS1-2 Girder Truss 3-2x6 3 TrimmersCustomer:Job Name:Address/Lot:Stone CottageCowles17915 Evening LaneCity, State:Lakeville, MNPlan/Model #:#20-204Job Number:24568Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 2 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:1/11/21Revised By:Jeff D.Revision Date:2/26/21Revision #:2SALES 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 serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Stone Cottage HVAC Load Calculations for Cowles 17915 Evening Lane Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Tuesday, December 22, 2020 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:Tuesday, December 22, 2020 Client Name:Cowles Client Address:17915 Evening Lane 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:978 CFM Per Square ft.:0.304 Square ft. of Room Area:3,218 Square ft. Per Ton:1,359 Volume (ft³) of Cond. Space:27,353 Building Loads Total Heating Required Including Ventilation Air:44,278 Btuh 44.278 MBH Total Sensible Gain:21,311 Btuh 81 % Total Latent Gain:4,975 Btuh 19 % Total Cooling Required Including Ventilation Air:26,286 Btuh 2.19 Tons (Based On Sensible + Latent) 2.37 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:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 AM 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 2.19 1,469 3,218 21,311 4,975 26,286 44,278 800 978 978 System 1 No 2.19 1,469 3,218 21,311 4,975 26,286 44,278 800 978 978 18x10 Ventilation 437 1,352 1,789 5,850 Zone 1 3,218 20,874 3,623 24,497 38,428 800 978 978 18x10 1-Upper Level 1,609 17,126 2,606 19,732 24,952 520 802 802 9--6 2-Lower Level 1,609 3,748 1,017 4,765 13,476 281 176 176 2--6 C:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 AM 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 8,766 8,766 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 1559 8,816 0 1,347 1,347 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1152 4,910 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 1609 2,800 0 1,545 1,545 21A-24-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 24' wide 1609 3,500 0 0 0 Subtotals for structure:31,743 0 12,010 12,010 People:7 1,400 1,610 3,010 Equipment:1,500 6,000 7,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 72, Summer CFM: 37 6,685 723 519 1,242 Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789 AED Excursion:0 0 735 735 Total Building Load Totals:44,278 4,975 21,311 26,286 Check Figures Total Building Supply CFM:978 CFM Per Square ft.:0.304 Square ft. of Room Area:3,218 Square ft. Per Ton:1,359 Volume (ft³) of Cond. Space:27,353 Building Loads Total Heating Required Including Ventilation Air:44,278 Btuh 44.278 MBH Total Sensible Gain:21,311 Btuh 81 % Total Latent Gain:4,975 Btuh 19 % Total Cooling Required Including Ventilation Air:26,286 Btuh 2.19 Tons (Based On Sensible + Latent) 2.37 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:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 AM 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 44,278 Btuh Floor 8% Roof 6% Wall 31% Glass 24% Door 3% Infiltration 15% Ventilation 13% Building Gain 26,286 Btuh Roof 6% Wall 5% Glass 33% Door 1%People 11% Equipment 29% Infiltration 5% Ventilation 7%AED Excursion 3% C:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 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 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 8,766 8,766 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 1559 8,816 0 1,347 1,347 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1152 4,910 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 1609 2,800 0 1,545 1,545 21A-24-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 24' wide 1609 3,500 0 0 0 Subtotals for structure:31,743 0 12,010 12,010 People:7 1,400 1,610 3,010 Equipment:1,500 6,000 7,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 72, Summer CFM: 37 6,685 723 519 1,242 Ventilation: Winter CFM: 140, Summer CFM: 70 5,850 1,352 437 1,789 AED Excursion:0 0 735 735 System 1 Whole House Load Totals:44,278 4,975 21,311 26,286 Check Figures Supply CFM:978 CFM Per Square ft.:0.304 Square ft. of Room Area:3,218 Square ft. Per Ton:1,359 Volume (ft³) of Cond. Space:27,353 System Loads Total Heating Required Including Ventilation Air:44,278 Btuh 44.278 MBH Total Sensible Gain:21,311 Btuh 81 % Total Latent Gain:4,975 Btuh 19 % Total Cooling Required Including Ventilation Air:26,286 Btuh 2.19 Tons (Based On Sensible + Latent) 2.37 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:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 AM 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 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,609.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,609.0 sq.ft.Supply Air:802 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.3 AC/hr Volume:14,481.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:9 Actual Winter Vent.:91 CFM Runout Air:89 CFM Percent of Supply.:11 % Runout Duct Size:6 in.Actual Summer Vent.:57 CFM Runout Air Velocity:454 ft./min.Percent of Supply:7 % Runout Air Velocity:454 ft./min.Actual Winter Infil.:60 CFM Actual Loss:0.129 in.wg./100 ft.Actual Summer Infil.:31 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 40 X 9 309 0.065 5.7 1,747 0.9 0 267 S -Wall-12F-0sw 40 X 9 229 0.065 5.7 1,295 0.9 0 198 E -Wall-12F-0sw 52 X 9 462 0.065 5.7 2,613 0.9 0 399 W -Wall-12F-0sw 52 X 9 337 0.065 5.7 1,906 0.9 0 291 N -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 W -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 N -Gls-4A-1a-o shgc-0.33 100%S 30 0.320 27.8 835 10.4 0 312 S -Gls-4A-1a-o shgc-0.33 0%S 131 0.320 27.8 3,647 19.2 0 2,513 E -Gls-4A-1a-o shgc-0.33 0%S 6 0.320 27.8 167 35.0 0 210 W -Gls-4A-1a-o shgc-0.33 0%S 110 0.320 27.8 3,062 35.0 0 3,851 UP-Ceil-16B-50 1609 X 1 1609 0.020 1.7 2,800 1.0 0 1,545 Subtotals for Structure:19,350 0 9,938 Infil.: Win.: 60.3, Sum.: 31.4 1,656 3.383 5,602 0.263 606 435 AED Excursion:603 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 5,000 Room Totals:24,952 2,606 17,126 C:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 AM 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 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,609.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,609.0 sq.ft.Supply Air:176 CFM Ceiling Height:8.0 ft.Supply Air Changes:0.8 AC/hr Volume:12,872.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:49 CFM Runout Air:88 CFM Percent of Supply.:28 % Runout Duct Size:6 in.Actual Summer Vent.:13 CFM Runout Air Velocity:447 ft./min.Percent of Supply:7 % Runout Air Velocity:447 ft./min.Actual Winter Infil.:12 CFM Actual Loss:0.125 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 S -Wall-12F-0sw 40 X 8 222 0.065 5.7 1,255 0.9 0 192 N -Wall-15B0-10sf-10 40 X 8 320 0.049 4.3 1,364 0.0 0 0 E -Wall-15B0-10sf-10 52 X 8 416 0.049 4.3 1,773 0.0 0 0 W -Wall-15B0-10sf-10 52 X 8 416 0.049 4.3 1,773 0.0 0 0 S -Gls-4A-1a-o shgc-0.33 0%S 98 0.320 27.8 2,728 19.2 0 1,880 Floor-21A-24 1 X 1609 1609 0.025 2.2 3,500 0.0 0 0 Subtotals for Structure:12,393 0 2,072 Infil.: Win.: 11.7, Sum.: 6.1 320 3.384 1,083 0.263 117 84 AED Excursion:132 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:500 1,000 Room Totals:13,476 1,017 3,748 C:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 9 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 Upper Level 1,609 24,952 520 9-6 454 17,126 2,606 802 802 2 Lower Level 1,609 13,476 281 2-6 447 3,748 1,017 176 176 Ventilation 5,850 437 1,352 System 1 total 3,218 44,278 800 21,311 4,975 978 978 System 1 Main Trunk Size:18x10 in. Velocity:782 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:2.19 81% / 19%21,311 4,975 26,286 Recommended:2.37 75% / 25%21,311 7,104 28,414 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:\ ...\17915 EVENING LAKEVILLE RAMBLER 12222020.rhv Tuesday, December 22, 2020, 10:57 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): 21,311Residential 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: 44,278 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 Lakeville17915 Evening Lane BC636874 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 26,286 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 02/18/21 X