The URL can be used to link to this page

Home My WebLink AboutLA184563 9171 187th St W Permit PackRESIDENTIAL 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 BldgCode10/01/2020dmathews Secure door closed until deck isconstructed with a separate permit. Interior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.3ply 9-1/2" or 2ply 11-7/8" lvl (3)14" LVL 4' WSP4' WSP4' WSP4' WSP4' WSP2'CS-PF2'CS-PFCS-PFCS-PFCS-PF2'CS-PF2'CS-PF2'CS-PF2'CS-PF2'CS-PF2'CS-PF(2)9-1/2 LVL(3)14" LVL CS-PFCS-PFCS-PFCS-PFCS-PFCS-PF-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). B.W. LINE B1 4'-0" WSP 4'-0" WSP 4'-0" WSP 4'-0" WSP BRACED PANEL TYPE WSP = 7/16 OSB GWB = 1/2" GYP BOTH SIDES CS-PF = CONTINUOSLY SHEATHED PORTAL FRAME - IRC FIGURE R602.10.4.6 (SEE SHT. 3 & 4) BASEMENT BRACED WALL LINES 1 Scale: 1/16" = 1'-0" BASEMENT1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING 1'-6"1'-6" CS-PF 1'-6" CS-PF 2'-0" CS-PF 2'-0" B.W. LINE 1A B.W. LINE 1B 40'-0"2'-0" CS-PF 2'-0" 4'-0" WSP 4'-0" WSP 2'-0"2'-0" CS-PF B.W. LINE GA 18'-0"B.W.LINE G1B.W.LINE G2B.W.LINE 12B.W.LINE 13B.W.LINE 11WSP4'-0"WSP4'-0"WSP4'-0"WSP4'-0"4'-0"WSP4'-0"WSP4'-0"WSP4'-0"GWB2'-0"CS-PF2'-0"4'-0"GWBWSP4'-0"4'-0"GWB4'-0"WSP4'-0"WSP30'-0" 1ST FLOOR BRACED WALL LINES 2 Scale: 1/16" = 1'-0" FIRST FLOOR1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING B.W.LINE 211'-6"1'-6" CS-PF 1'-6" CS-PF WSP4'-0"WSP4'-0"WSP4'-0"4'-0"WSP4'-0"WSP4'-0"WSP4'-0" WSP 1'-6" 1'-6" CS-PF 1'-6"B.W.LINE 22B.W. LINE 2A B.W. LINE 2B 40'-0"30'-0" 2ND FLOOR BRACED WALL LINES 3 Scale: 1/16" = 1'-0" SECOND FLOOR1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2′-18′ FINISHED WIDTH OF OPENINGFOR SINGLE OR DOUBLE PORTAL PONY WALL HEIGHT MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITED IF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3″ GRID PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHING MIN. DOUBLE 2″x4″ FRAMING COVERED WITH MIN.7/16″ THICK WOOD STRUCTURAL PANEL SHEATHINGWITH 8D COMMON OR GALVANIZED BOX NAILS AT 3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) ½″ DIAMETER ANCHOR BOLTSINSTALLED PER SECTION R403.1.6 WITH 2″x2″x3/16″ PLATE WASHER TENSION STRAP PERTABLE 602.10.6.4 (ON OPPOSITE SIDE OF SHEATHING) BRACED WALL LINECONTINUOUSLY SHEATHEDWITH WOOD STRUCTURALPANELS IF NEEDED, PANELSPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN THEMIDDLE 24″ OF THEPORTAL- LEG HEIGHT.ONE ROW OF 3″ O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TYPICAL PORTAL FRAME CONSTRUCTION MIN. DOUBLE 2x4 POST(KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES R602.7(1) & (2) FASTEN TOP PLATE TOHEADER WITHTWO ROWS OF 16D SINKER NAILS AT 3″ O.C. TYP. MIN. 7 /16″ WOOD STRUCTURAL PANELSHEATHING FASTEN KING STUDTO HEADER WITH 6 16D SINKERS OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER SECTION R403.1.612″ MAX. TOTAL WALL HEIGHT10″ MAX. HEIGHTFIGURE R602.10.6.4 ALTERNATE BRACED WALL PANEL 4 Scale: Not to Scale CONTINUOUSLY SHEATHED PORTAL FRAME1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING WOOD STRUCTURAL PANELSHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PERTABLE R602.3(1) (2) FRAMING ANCHORS APPLIED ACROSS SHEATHING JOINT WITH A CAPACITY OF 670 LBS INTHE HORIZONTAL ANDVERTICAL DIRECTIONS NAIL SOLE PLATE TO JOISTPER TABLER602.3(1) WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) APPROVED BANDOR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATETO JOIST PERTABLE R602.3(1) ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS AT 3″ O.C. TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION FIGURE R602.10.6.4 SECTION NAIL SOLEPLATE TO JOISTPER TABLER602.3(1) APPROVED BANDOR RIM JOISTMIN.OVERLAP9¼″ALTERNATE BRACED WALL PANEL 5 Scale: Not to Scale CONTINUOUSLY SHEATHED PORTAL FRAME1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING SOLID BLOCKING BETWEEN RAFTERS ATTACHED TO TOP PLATES WITH 8d @ 6″ O.C. ALONG LENGTH OF BRACED WALL PANEL FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS15.25″ MAX2″ MAXOPENBRACED WALL PANEL CONNECTION TO RAFTERS 6 Scale: Not to Scale BRACED WALL PANEL CONNECTION TO RAFTERS1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING CONTINUOUS RIM OR BAND JOIST FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING 8d @ 6″ O.C. ALONG BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL PERPENDICULAR FRAMING CONTINUOUS RIM OR BAND JOIST FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL BRACED WALL PANEL CONNECTIONS TO FLOOR /CLG 7 Scale: Not to Scale BRACED PANEL CONNECTIONS1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING CONTINUOUS RIM OR END JOIST ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16d AT EACH BLOCKING MEMBER 2-16d NAILS EACH SIDE CONTINUOUS RIM OR END JOIST FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL CONNECTIONS TO FLOOR /CLG 8 Scale: Not to Scale BRACED PANEL CONNECTIONS1 _____________________________________ 9171 187TH ST LAKEVILLE, MN BLANCHARD ENGINEERING 6936 WASHBURN AVE. S. RICHFIELD, MN 55423 612-861-6361CCOPYRIGHT BLANCHARD ENGINEERING BRACED WALLS 9171 187th St Lakeville FIG. R602.10.1.3 LAKEVILLE, MN WIND BRACING 115 MPH DETACHED MAX. SPA. = 60 FEET REQUIRED BRACING LENGTH TABLE R602.10.3(1) ADJUSTMENT FACTORS TABLE R602.10.3(2) EXPOSURE 2 STORY CONDITION B ADJ FACTOR 1.00 ROOF EAVE TO RIDGE HT HT = 10.5' ADJ FACTOR 1.03 WALL HEIGHT ADJUSTMENT HT. 1ST = 9.25' ADJ FACTOR = 0.96 NUMBER OF BRACED WALL LINES 2 1.00 3 1.30 4 1.45 B. W. LINE SPA. MIN. LENGTH EXPOSURE EAVE TO RIDGE HT. WALL HT. NO. OF BWL TOTAL ADJ. MIN. REQ'D PROVIDED 21 30.0 4.5 1.00 1.03 0.96 1.00 0.99 4.4 12.0 22 30.0 4.5 1.00 1.03 0.96 1.00 0.99 4.4 12.0 2A 40.0 6.0 1.00 1.03 0.96 1.00 0.99 5.9 16.0 2B 40.0 6.0 1.00 1.03 0.96 1.00 0.99 5.9 12.0 G1 30.0 4.5 1.00 1.03 0.96 1.00 0.99 4.4 8.0 G2 30.0 4.5 1.00 1.03 0.96 1.00 0.99 4.4 8.0 GA 18.0 3.2 1.00 1.03 0.96 1.00 0.99 3.2 12.0 11 9.0 3.2 1.00 1.03 0.96 1.30 1.29 4.1 12.0 12 30.0 9.0 1.00 1.03 0.96 1.30 1.29 11.6 16.0 13 30.0 9.0 1.00 1.03 0.96 1.30 1.29 11.6 16.0 1A 40.0 11.5 1.00 1.03 0.96 1.00 0.99 11.4 16.0 1B 40.0 11.5 1.00 1.03 0.96 1.00 0.99 11.4 16.0 B1 LINE 1A X 1.15 =13.1 16.0 ADJUSTMENT FACTORS Hebert HVAC Load Calculations for Hebert 9171 187th St W Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Wednesday, September 02, 2020 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert Farmington, MN 55024 Page 2 Project Report General Project Information Project Title:Hebert Project Date:Wednesday, September 02, 2020 Client Name:Hebert Client Address:9171 187th St W 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 Southeast 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:1,188 CFM Per Square ft.:0.298 Square ft. of Room Area:3,984 Square ft. Per Ton:1,385 Volume (ft³) of Cond. Space:34,636 Building Loads Total Heating Required Including Ventilation Air:57,647 Btuh 57.647 MBH Total Sensible Gain:25,892 Btuh 79 % Total Latent Gain:6,702 Btuh 21 % Total Cooling Required Including Ventilation Air:32,593 Btuh 2.72 Tons (Based On Sensible + Latent) 2.88 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:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert 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 2.72 1,467 3,984 25,892 6,702 32,593 57,647 1,051 1,188 1,188 System 1 No 2.72 1,467 3,984 25,892 6,702 32,593 57,647 1,051 1,188 1,188 21x10 Ventilation 534 1,352 1,886 7,150 Zone 1 3,984 25,358 5,350 30,708 50,497 1,051 1,188 1,188 21x10 1-Main Level 1,382 11,599 1,914 13,513 19,444 405 543 543 6--6 2-Upper Level 1,220 10,494 2,422 12,916 15,874 331 492 492 6--6 3-Lower Level 1,382 3,264 1,014 4,278 15,179 316 153 153 2--6 C:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert 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 0.33 403 11,220 0 10,780 10,780 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 2509 14,188 0 2,169 2,169 15BO-10sf-10: Wall-1089 4,642 0 709 709 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 1220 2,123 0 1,171 1,171 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 1382 3,006 0 0 0 Subtotals for structure:37,097 0 15,358 15,358 People:7 1,400 1,610 3,010 Equipment:2,500 7,000 9,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 144, Summer CFM: 75 13,400 1,450 1,041 2,491 Ventilation: Winter CFM: 140, Summer CFM: 70 7,150 1,352 534 1,886 AED Excursion:0 0 349 349 Total Building Load Totals:57,647 6,702 25,892 32,593 Check Figures Total Building Supply CFM:1,188 CFM Per Square ft.:0.298 Square ft. of Room Area:3,984 Square ft. Per Ton:1,385 Volume (ft³) of Cond. Space:34,636 Building Loads Total Heating Required Including Ventilation Air:57,647 Btuh 57.647 MBH Total Sensible Gain:25,892 Btuh 79 % Total Latent Gain:6,702 Btuh 21 % Total Cooling Required Including Ventilation Air:32,593 Btuh 2.72 Tons (Based On Sensible + Latent) 2.88 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:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert Farmington, MN 55024 Page 5 Building Pie Chart Building Loss 57,647 Btuh Floor 5%Roof 4% Wall 33% Glass 19% Door 3% Infiltration 23% Ventilation 12% Building Gain 32,593 Btuh Roof 4% Wall 9% Glass 33% Door 2%People 9% Equipment 29% Infiltration 8% Ventilation 6%AED Excursion 1% C:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert 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 0.33 403 11,220 0 10,780 10,780 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 2509 14,188 0 2,169 2,169 15BO-10sf-10: Wall-1089 4,642 0 709 709 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 1220 2,123 0 1,171 1,171 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 1382 3,006 0 0 0 Subtotals for structure:37,097 0 15,358 15,358 People:7 1,400 1,610 3,010 Equipment:2,500 7,000 9,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 144, Summer CFM: 75 13,400 1,450 1,041 2,491 Ventilation: Winter CFM: 140, Summer CFM: 70 7,150 1,352 534 1,886 AED Excursion:0 0 349 349 System 1 Whole House Load Totals:57,647 6,702 25,892 32,593 Check Figures Supply CFM:1,188 CFM Per Square ft.:0.298 Square ft. of Room Area:3,984 Square ft. Per Ton:1,385 Volume (ft³) of Cond. Space:34,636 System Loads Total Heating Required Including Ventilation Air:57,647 Btuh 57.647 MBH Total Sensible Gain:25,892 Btuh 79 % Total Latent Gain:6,702 Btuh 21 % Total Cooling Required Including Ventilation Air:32,593 Btuh 2.72 Tons (Based On Sensible + Latent) 2.88 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:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert Farmington, MN 55024 Page 7 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,382.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,382.0 sq.ft.Supply Air:543 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.6 AC/hr Volume:12,438.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:54 CFM Runout Air:91 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:32 CFM Runout Air Velocity:461 ft./min.Percent of Supply:6 % Runout Air Velocity:461 ft./min.Actual Winter Infil.:51 CFM Actual Loss:0.133 in.wg./100 ft.Actual Summer Infil.:27 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain NW-Wall-12F-0sw 39 X 9 255 0.065 5.7 1,442 0.9 0 220 SE-Wall-12F-0sw 39 X 9 258 0.065 5.7 1,459 0.9 0 223 NE-Wall-12F-0sw 41 X 9 336 0.065 5.7 1,900 0.9 0 290 SW-Wall-12F-0sw 41 X 9 303 0.065 5.7 1,713 0.9 0 262 SE-Door-11N 6 X 7 42 0.350 30.5 1,279 8.4 0 353 SE-Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 NW-Gls-4A-1a-o shgc-0.33 0%S 96 0.320 27.8 2,673 24.1 0 2,317 SE-Gls-4A-1a-o shgc-0.33 0%S 30 0.320 27.8 835 31.0 0 929 NE-Gls-4A-1a-o shgc-0.33 0%S 33 0.320 27.8 919 24.2 0 797 SW-Gls-4A-1a-o shgc-0.33 0%S 66 0.320 27.8 1,837 31.0 0 2,044 Subtotals for Structure:14,696 0 7,611 Infil.: Win.: 51.1, Sum.: 26.6 1,440 3.297 4,748 0.256 514 369 AED Excursion:159 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 3,000 Room Totals:19,444 1,914 11,599 C:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert Farmington, MN 55024 Page 8 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,220.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,220.0 sq.ft.Supply Air:492 CFM Ceiling Height:8.0 ft.Supply Air Changes:3.0 AC/hr Volume:9,760.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:44 CFM Runout Air:82 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:29 CFM Runout Air Velocity:417 ft./min.Percent of Supply:6 % Runout Air Velocity:417 ft./min.Actual Winter Infil.:42 CFM Actual Loss:0.109 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 NW-Wall-12F-0sw 30 X 8 195 0.065 5.7 1,103 0.9 0 169 SE-Wall-12F-0sw 30 X 8 188 0.065 5.7 1,063 0.9 0 163 NE-Wall-12F-0sw 44 X 8 313 0.065 5.7 1,770 0.9 0 271 SW-Wall-12F-0sw 44 X 8 346 0.065 5.7 1,957 0.9 0 299 NW-Gls-4A-1a-o shgc-0.33 0%S 45 0.320 27.8 1,253 24.1 0 1,086 SE-Gls-4A-1a-o shgc-0.33 0%S 52 0.320 27.8 1,448 31.0 0 1,611 NE-Gls-4A-1a-o shgc-0.33 0%S 39 0.320 27.8 1,086 24.1 0 941 SW-Gls-4A-1a-o shgc-0.33 0%S 6 0.320 27.8 167 31.0 0 186 UP-Ceil-16B-50 1220 X 1 1220 0.020 1.7 2,123 1.0 0 1,171 Subtotals for Structure:11,970 0 5,897 Infil.: Win.: 42.0, Sum.: 21.9 1,184 3.297 3,904 0.256 422 303 AED Excursion:144 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:15,874 2,422 10,494 C:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert Farmington, MN 55024 Page 9 Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,382.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,382.0 sq.ft.Supply Air:153 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.7 AC/hr Volume:12,438.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:42 CFM Runout Air:76 CFM Percent of Supply.:28 % Runout Duct Size:6 in.Actual Summer Vent.:9 CFM Runout Air Velocity:389 ft./min.Percent of Supply:6 % Runout Air Velocity:389 ft./min.Actual Winter Infil.:51 CFM Actual Loss:0.095 in.wg./100 ft.Actual Summer Infil.:27 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain NW-Wall-12F-0sw 39 X 9 315 0.065 5.7 1,781 0.9 0 272 SE-Wall-15BO-10sf-10 39 X 9 351 0.049 4.3 1,496 0.7 0 229 NE-Wall-15BO-10sf-10 41 X 9 369 0.049 4.3 1,573 0.7 0 240 SW-Wall-15BO-10sf-10 41 X 9 369 0.049 4.3 1,573 0.7 0 240 NW-Gls-4A-1a-o shgc-0.33 0%S 36 0.320 27.8 1,002 24.1 0 869 Floor-21A-24 1 X 1382 1382 0.025 2.2 3,006 0.0 0 0 Subtotals for Structure:10,431 0 1,850 Infil.: Win.: 51.1, Sum.: 26.6 1,440 3.297 4,748 0.256 514 369 AED Excursion:45 Equipment:500 1,000 Room Totals:15,179 1,014 3,264 C:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Hebert 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 1,382 19,444 405 6-6 461 11,599 1,914 543 543 2 Upper Level 1,220 15,874 331 6-6 417 10,494 2,422 492 492 3 Lower Level 1,382 15,179 316 2-6 389 3,264 1,014 153 153 Ventilation 7,150 534 1,352 System 1 total 3,984 57,647 1,051 25,892 6,702 1,188 1,188 System 1 Main Trunk Size:21x10 in. Velocity:815 ft./min Loss per 100 ft.:0.098 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.72 79% / 21%25,892 6,702 32,593 Recommended:2.88 75% / 25%25,892 8,631 34,522 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:\ ...\9171 187TH LAKEVILLE 09022020.rhv Wednesday, September 02, 2020, 10:34 AM 9/21/20 X DJM