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HomeMy WebLinkAboutLA187305 - 16410 Kingswood Dr Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUJLDING INSPEc·noNS DEPARTMENT 20195 HOLYOKE A VENUE LAKEVILLE, MN 55044 952-985-4440 "ww.l:ikcvj)lcmn.gov Office Use Only Pcnnil Number Received By Date Received Fee Taul SITE ADDRESS: 16410 Kingswood Drive MAILING ADDRESS: CITY: _55_55_We_s_t 7_8_th_S_u_lte_B_Ed_ln_a __________ STA TE:_M_N ___ ZIP: 55439 JOB DESCRIPTION: New single family home MASTER PLAN: (Number or Address) ________ _ LIST OTHER STRUCTURES ON PROPERTY: ______________________ _ ESTIMATED VALUATION: 450000 PROPOSED START DATE: 1·2•2021 END DATE:_7_·1_·2_02_1 __ _ (New Residential Only): LEGAL DESCRIPTION: LOT: _2_ BLOCK: _1_ SUBDIVISION: Kingswood Estates APPLICANT IS: 0 RESIDENT OWNER Iii CONTRACTOR EMAIL ICOlt@greenwooddeslgnbuild.com NEW MODEL HOME: Iii YES O NO (IF YES-ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (AU Contractor lnformadon must be as listed on State Ucense) RESIDENT OWNER NAME: Andy 'Milz CELL PHONE: 32~92-0726 HOME PHONE #: GENERAL CONTRACTOR CONTRACTOR: GreenWood Design Build 0 Homeowner LICENSE #: BC 629846 LEAD CERTIFICATE# (PRE 1978 STRUCTURE) 0 Contractor OFFICE PHONE #: CELLPHONE: 612-840-4306 ADDRESS: 5555 West 78th Suite B CITY: Edina ST:~ ZIP: 55439 PLUMBING WORK CONTRACTOR: Servin Plumbing LICENSE#: PM 0 Homeowner OFFICE PHONE#: 320-980-4666 CELL PHONE: 320-98004666 0 Contractor ADDRESS: 24752 705th Ave CITY: Cassell ST:~ ZIP: 55325 MECHANICAL WORK CONTRACTOR: Lofgren Heating D Homeowner OFFICE PHONE #: 952-431-5811 CELL PHONE: 612-269-1 011 D Contractor ADDRESS: 5708 Upper 147th St W CITY: Apple Valley ST:~ ZIP: 55124 BOND#: EXPIRATION DATE NAME: Final Grade SEWER/WATER CONTRACTOR HOME PHONE CELL PHONE: 952-492-5100 New Construction Only BOND#: EXPIRATION DA TE 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 Priu:••z -d Dest uikJ APPLICANT'S SIGNATURE:&~~ ft ,,,,L f DATE 12.10.2020 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 9'-0" x 8'-0" GARAGE DOORSPER OWNER SELECTIONSCALE: 1/4" - 1'-0"Front ElevationNote:ELEVATIONS ARE ARTISTRENDERING & VARIATIONS MAYOCCUR DUE TO ACTUALCIRCUMSTANCES. PLEASEREFERENCE FLOOR PLANS FORALL ACTUAL DIMENSIONS.WHETHER SHOWN OR NOT,RAILINGS MAY BE REQUIRED BYCODE AT FRONT PORCH & WILLBE DETERMINED BY ACTUALGRADE ONSITE.30 yearARCHITECTURALSHINGLES5:12 PITCHMETAL SHED ROOF8:12 PITCH121412148:12 PITCH128GRG PLATE = 9'-1 1/8"ABOVE HOUSE FLR 10'-1 1/8"10'-6 3/4"LP BOARD & BATTEN SIDING@ 16" O.C. - ALL SIDES30 yearARCHITECTURALSHINGLES8" LP GABLEEND FRIEZE8" LPHORIZONTALFRIEZE BRD8" LP GABLEEND FRIEZE8:12 PITCH8:12 PITCH8:12 PITCH10'-6 3/4"10'-1 1/8" GRG PLATE = 9'-1 1/8" ABOVE HOUSE FLRSCALE: 1/4" - 1'-0" Left ElevationLP BOARD & BATTEN SIDING@ 16" O.C. - ALL SIDES30 yearARCHITECTURALSHINGLES4" LP TRIM4" LP TRIM 12" LP TRIM 12" LP TRIM12" LP TRIM12" LP TRIM 12" LP TRIM 8" LP TRIM1 x 2 TRIM4" LP TRIMTRIM DETAIL FOR FRONT WINDOWS, GARAGE DOORS& FRONT ENTRY DOOR WHERE SHOWN ON A1 & A1.2Exterior Trim DetailSCALE: 1/2" - 1'-0"SHEETORIGINALPLAN DATEREVISIONSSCALE: AS NOTEDPROJECT:SHEET TITLE: EXTERIOR ELEVATIONS DRAWN BY: VJHA 1 . 1MN LIC. # BC629846 5555 WEST 78TH ST., SUITE # B| EDINA, MN | 55439 P: (651) 303-5783 | WWW.GREENWOODDESIGNBUILD.COM COPYRIGHT GREENWOOD DESIGN BUILD, LLC BUILDER:DEC. 1, 2020WALZ RESIDENCE 16410 KINGSWOOD DRIVE LAKEVILLE, MN Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/30/2020dmathews 6" LP CORNERTRIM - TYP.ALL SIDES4" LP WINDOW& DOOR TRIMALL SIDES8:12 PITCH8:12 PITCH128GRG PLATE = 9'-1 1/8" ABOVE HOUSE FLR 10'-1 1/8"10'-6 3/4"SCALE: 1/4" - 1'-0" Rear ElevationCUT BACK FASCIAFOR SINGLERIDGE LINEWINDOW WELL w/ (2)EGRESS WINDOWSLP BOARD & BATTEN SIDING@ 16" O.C. - ALL SIDES30 yearARCHITECTURALSHINGLES8" LP GABLEEND FRIEZE1288:12 PITCH8:12 PITCH14:12 PITCHGRG PLATE = 9'-1 1/8" ABOVE HOUSE FLR 10'-1 1/8"10'-6 3/4"SCALE: 1/4" - 1'-0" Right ElevationWINDOW WELL w/ (2)EGRESS WINDOWSLP BOARD & BATTEN SIDING@ 16" O.C. - ALL SIDES30 yearARCHITECTURALSHINGLES8" LP GABLEEND FRIEZESHEETORIGINALPLAN DATEREVISIONSSCALE: AS NOTEDPROJECT:SHEET TITLE: EXTERIOR ELEVATIONS DRAWN BY: VJHA 1 . 2MN LIC. # BC629846 5555 WEST 78TH ST., SUITE # B| EDINA, MN | 55439 P: (651) 303-5783 | WWW.GREENWOODDESIGNBUILD.COM COPYRIGHT GREENWOOD DESIGN BUILD, LLC BUILDER:DEC. 1, 2020WALZ RESIDENCE 16410 KINGSWOOD DRIVE LAKEVILLE, MN Secure door closed until deck isconstructed with a separate permit. GENERAL NOTES:·9'-0" HIGH POURED CONC. FOUNDATION- HEIGHT AND WIDTH AS NOTED- REINFORCED AS REQUIRED·FULL HEIGHT BASEMENT·6'-10" WINDOW R.O. HEIGHT·ALL HEADERS TO BE (2) 2x10 TYP. (UNO)8" x 108" POURED CONC. FOUNDATIONWALLS ON CONT. CONC. FTGS.2x4 INT. BRG WALL ON6" CURB ON CONC. FTG.2x LEDGER FOR PLATFORM JOISTATTACHEMENT - SEE DETAIL ON SHT A5UNEXCAVATEDM.O. FOR 90 DOORM.O. FOR 90 DOORUtility RmUNFINISHEDRec RoomFINISHEDGame RoomFINISHEDWet BarFINISHED50 FIBGLS TUB / SHWR w/TILE r + s ( 2 )r + s ( 2 )StorageUNFINISHED23'-0"WALL UP TO 90 F.D.GAS WHWSFURNA/ESUMPROUGH-IN SURROUND SOUNDBath8'-10" CLGC.T. FLRBedrm #38'-10" CLGCPTBedrm #48'-10" CLGCPT8'-10" CLGLVP FLR8'-10" CLGLVP FLR8'-10" CLGLVP FLRHALLLVP FLRFINISHEDSINK 60 x 42 GL60 x 42 GL60 x 42 GL60 x 42 GL2426262624262628 (2) 11 7/8" LSL DRP HDRw/(2) TRIMMERS EA. END2x4 brg wall2x4 brg wall2x4 brg wall(2) 2x10FLUSH HDR(2) TRIMMERSUP 17 RunexcSLAB LEDGESLAB LEDGESLAB LEDGESLAB LEDGESLAB LEDGESLAB LEDGETREATED 2 x 8's@ 16 " O .C .WOODSTEPS2 x 8's @ 16" O.C. 20" deep FLOOR TRUSSES @ 19.2" O.C.20" deep FLOOR TRUSSES @ 19.2" O.C. 2x4 brg wall 2x4 brg wall 2x6 brg wallF.D.BA5BA5CA5CA5AA5AA5WOOD FRAMEDPLATFORMSEE DETAILON SHEET A58" x 108" POURED CONC. FOUNDATIONWALLS ON CONT. CONC. FTGS.2x4 INT. BRG WALL ON6" CURB ON CONC. FTG.2x6 INT. BRGWALL ON6" CURB ONCONC. FTG.2x4 INT. BRGWALL ON6" CURB ONCONC. FTG.25'-0"11'-0"17'-0"15'-0"4'-0"68'-0"4'-5"14'-0"6'-7"11'-4"4'-0"6'-4"3'-10"3'-10"4'-6" 4'-6"2'-6"28'-0"± 23'-4 1/2"33'-0 3/4"6'-6"11'-4"12'-0"9'-1"8'-9"12'-0"9'-6"3'-0"23'-4 1/2"4'-6"± 16'-3 1/8" ± 13'-11 3/4"6'-6" 2'-0"13'-0"2'-0"11'-0" 5'-3"3'-10 1/2"3'-10 1/2"± 56'-7 1/2"2'-6" 4'-6"2'-6" 8'-4"9'-1"7'-8"± 95'-4 1/2"4'-0"(2) 2x10(1) TRIMMER EA. END(2) 9 1/2" LSL(2) TRIMMERS EA. END(2) 2x10 (1) TRIMMER (2) 2x10 (1) TRIMMER(2) 2x10FLUSH HDRBULKHEAD @ 8'-0" AFF BULKHEAD @ 8'-0" AFF3'-7 1/2"5'-11 1/2"5'-11"1'-8"4'-10"FLUSH 2 x 8 RIM - ALL SIDES13'-7"12'-4"42'-1"9'-3"4'-4"3'-6"4'-8"7'-5"10'-2"5'-2"19'-4"5'-7"8'-3"10'-6"4'-0"4'-1"21'-3"4'-2"5'-10" Stair Run 18'-7" 16'-1"4'-8"6'-6"7'-3" 4'-2" 6'-9"4'-8" 4'-10"13'-9"lvpslablvpslablvpc.t.cptlvpcpt lvp INTEGRATE TOPSTEP INTOFLOORTRUSSSEE B/A513"13 " 13'-11"4'-6"26'-1 1/2"8'-3 1/2"17'-1"6'-4"1'-2"2'-3 1/2" ±55'-5 3/4"FINISHEDFINISHED4'-8"FROM TOP OF FND. WALL TO 6" BELOWTHE INSUL. FROM DETERIORATING DUE TOSHEATHING PLANECOVER OR COATING FINISH TO PROTECTMAIN FLR DIM'sSLIP SHEET OVER SUNLIGHT & PHYSICAL DAMAGE.EXTERIOR INSUL. TO BE PROTECTEDGRADE w/AN APPROVED PROTECTIVETAKEN FROM EXT.BSMNT DIM'sEXTERIOR SIDE OFFOUNDATIONTAKEN FROM EXT.MN ENERGY CODE R402.2.8FOUNDATION WALLFND. INSULATION PERENTIRE EXTERIOR6 mil. POLYFOUNDATION INSULATIONR-10 min. INSULATION ONSURFACE OF NONDRAININGSCALE: N.T.S.T/Foundation DetailANCHOR BOLTS PER CODETYP. @ TOP OF FND WALLTRTD SILL PLATE w/SILLSEALERSPRAY FOAM ALL RIMAREAS TO R-20 min.6"TRUSS RIBBONSHEETORIGINALPLAN DATEREVISIONSSCALE: AS NOTEDPROJECT:SHEET TITLE: LOWER LEVEL FLOOR PLAN DRAWN BY: VJHA2MN LIC. # BC629846 5555 WEST 78TH ST., SUITE # B| EDINA, MN | 55439 P: (651) 303-5783 | WWW.GREENWOODDESIGNBUILD.COM COPYRIGHT GREENWOOD DESIGN BUILD, LLC BUILDER:DEC. 1, 2020WALZ RESIDENCE 16410 KINGSWOOD DRIVE LAKEVILLE, MN Interior BWP AboveInterior BWP AboveSmokeCOSmokeSmokeUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 8'-4"Area Calculation:2,108 SF1,501 SF3,609 SFLOWER FLR UNFINGARAGEENTRY PORCH607 SF719 SF40 SFGENERAL NOTES:·10'-1 1/8" HOUSE PLATE HEIGHT U.N.O.·GARAGE PLATE TO BE 9'-1 1/8" ABOVE HOUSE MAIN FLOOR ELEVATION·WINDOW ROUGH OPENING HEIGHT TO BE ± 9'-0" TYP.·ALL HEADERS TO BE (2) 2x10 TYP. (UNO)·ALL ANGLED WALLS TO BE 45° (UNO)·SEE BRACED WALL PANEL CHART ON SHEET A4 FOR WALL BRACING NOTES AND INFORMATIONMAIN FLR FINLOWER LEVEL FIN(2) TRIMMERSBETWEENWINDOWSGarageINSULATED WALLS & CEILING& FULLY SHEETROCKED, TAPED& PAINTED WALLS & CEILING90 x 80 OVERHEAD DR90 x 80 OVERHEAD DRRAISED PLATFORMw/TREX DECKINGBENCH w/PANELEDBACK & HOOK STRIPWASH DRYL.TUB RANGE Lndry10' CLGVINYL FLRPntry10' CLGWD FLRKitchen 10' CLGWD FLRMICROBthC.T. FLROffice/ Bedrm #210' CLGCPT FLR BROOMCAB.StoopFoyerDining Room10' CLGWD FLRNook10' CLGWD FLR10' CLGWD FLRGreat Room10' CLGWD FLRDN 17 R (7) Treads = 5'-10"Bath10' CLGC.T. FLRMstrr + s ( 1 ) r + s ( 1 )r + s ( 2 )W.I.C.10' CLGCPTMaster Bedrm10' CLGWD FLR42" COSMO GASFIREPLACE 6"GRANITE SURROUND &SHIP LAP FLR TO CLGF.D.ROUGH IN GAS &ELECTRIC FORFUTURE HANGINGHEATERStairsCPT LANDINGT & G CLGr + s ( 1 )12" TRANSOM30 DR w/(2) 14" S.L.30 x 18 FX 30 x 48 FX(3) 30 x 18 FX (3) 30 x 48 SH(3) 36 x 18 FX (3) 36 x 66 SH30 x 8048 x 18 FX48 x 66 FX36 x 18 FX36 x 66 SH36 x 18 FX36 x 66 SH48 x 18 FX48 x 66 FX30 x 18 FX30 x 66 SH30 x 18 FX30 x 66 SH30 x 18 FX 30 x 66 SH 30 x 18 FX 30 x 66 SH30 x 18 FX24 PCKT 2x6 36 x 18 FX 36 x 66 SH(2) 36 x 18 FX(2) 36 x 66 SH(2) 36 x 18 FX (2) 36 x 66 SH3024 PCKT2x62x6SINK 28 PCKT 2x6 HOOD 24 PCKTFRIGFRZR30 x 18 FX30 x 48 FX 242626262636" x 60"TILE SHWRTO CLG 54" x 90"TILE SHWRTO CLGVINYL WD WD FLR C.T.WD FLRCPTWD FLRC.T.C.T. CPTBA5 BA5SLOPE CONC. GARAGESLAB TO FLOOR DRAINDNCA5CA590.0000°135.0000°AA5AA52x6 (2) TRIMMERSBETWEENWINDOWS8'-0" SNACK BAR 4'-0"4'-3"4'-3"RAIL'GRAIL'G RAIL'G WOOD ROOF TRUSSES @ 24" O.C.WOOD ROOF TRUSSES @ 24" O.C.wood rooftrusses @ 24" o.c.wood rooftrusses @ 24" o.c.WALL PLATE 12" LOWER THAN HOUSE PLATEWALL PLATE 12"LOWER THANHOUSE PLATEWALL PLATE 12" LOWER THAN HOUSEVERIFY & COORDINATEWALL HEIGHT w/ROOF TRUSS DESIGN68'-0"25'-0"11'-0"17'-0"15'-0"11'-4"23'-4 1/2"16'-3 1/8"±23'-0"26'-1 1/2"12'-0"17'-10"12'-0"9'-6"3'-0"1'-4"7'-0"9"8'-9"3'-10"4'-11"6'-0"6'-0"3'-6"3'-6"6'-0"6'-0"11'-4"6'-6"7'-3"4'-6"12'-3"5'-6"5'-6"7'-3"5'-6"2'-6"2'-0" 4'-6"2'-6"17'-0"11'-0"6'-6" ± 13'-11 3/4"41'-6" ± 55'-5 3/4"± 23'-4 1/2"± 91'-4 1/2"11'-0"3'-0"3'-0"4'-6"5'-0"8'-4" 2'-6"4'-6" 34'-6" 2'-6"13"4'-2"9'-1"3'-10"3'-10"CONC. STEPS(8) Treads = 6'-8"22'-7"(2) 9 1/2" LSL w/(1) TRIMMER EA. ENDCS WSP 45CS WSP 33CS WSP 48CS WSP 37CS WSP 48(2) 9 1/2" LSL w/(1) TRIMMER EA. END(2) 9 1/2" LSL(2) TRIMMERS EA. END(2) 2x10(1) TRIMMER EA. END(2) 2x10(1) TRIMMER EA. END(2) 2x10 (1) TRIM. (2) 2x10 (1) TRIM.(2) 2x10(1) TRIM.(2) 2x10 (1) TRIM. (2) 2x10 (1) TRIM.(2) 2x10(1) TRIMMER EA. END(2) 2x10 w/(1) TRIMMER EA. END(2) 2x10 w/(1) TRIMMER EA. END (2) 9 1/2" LSL(1) TRIM EA. END(2) 9 1/2" LSL w/ (1) TRIM(2) 2x6 Drp Hdr w/(1) TrimPFH 24PANTRYBULKHEAD @ 9'-0" AFF(2) SHWRHEADS (2) 11 7/8" L S L (2) TRIMMERS EA. END(2) 11 7/8" LSL (2) TRIMMERS EA. END 1 32645CBADCSWP 96CSWP 48 GB 74GB 85CSWP 48CSWP 48 CSWP 34 CSWP 48 CSWP 48 GB 48 GB 48CSWP 36CSWP 48CSWP 78 CS WSP 144 CSWP 48 CSWP 48CSWP 45PFH 24CSWP 45CSWP 36CSWP 48w/800 # HDw/800 # HD6'-6"16'-2"15'-4"2'-0"1'-8"8'-8"4'-1 1/2"36'-2 1/2"4'-0 1/2"1'-9"10'-10 1/2"4'-0"4'-0"5'-0"8'-6"7'-10"10"22'-7"10'-4"8'-9" 2'-0" 1'-10"3'-6"3'-0"2'-5" 9'-0"6'-6" 6'-6"8'-1" 2'-6" 3'-9"2'-5"5'-4" 5'-6"6'-11" 6'-7"5'-3"3'-7"3'-0"4"5'-10"6"3'-3"2'-6"3'-1"8"5'-1"8'-3"2'-3"5'-9"3'-4"4'-11"6'-6"9'-10"7'-11"10'-6"13"2'-3 1/2" ±4'-1"8'-3 1/2"33'-0 3/4"6'-4"± 56'-7 1/2"4'-6"SHEETORIGINALPLAN DATEREVISIONSSCALE: AS NOTEDPROJECT:SHEET TITLE: MAIN LEVEL FLOOR PLAN DRAWN BY: VJHA3MN LIC. # BC629846 5555 WEST 78TH ST., SUITE # B| EDINA, MN | 55439 P: (651) 303-5783 | WWW.GREENWOODDESIGNBUILD.COM COPYRIGHT GREENWOOD DESIGN BUILD, LLC BUILDER:DEC. 1, 2020WALZ RESIDENCE 16410 KINGSWOOD DRIVE LAKEVILLE, MNGirderGirderGirderFANFANFANSmokeCO SmokeSmokeSmokeCOTemper-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Girder 30'-0" 28'-0" 30'-6"5 : 12 PITCHMETAL SHED ROOFGIRDERGIRDERGIRDER 14 : 1214 : 1214 : 1214 : 129'-0" PLATE (above house plate)9'-0" PLATE (above house plate)9'-0" PLATE (above house plate)+/- 9'-0" PLATEHEIGHT - VERIFYw/ROOF TRUSSSUPPLIER/DESIGN8 : 128 : 128 : 12 PITCH TRUSSES w/INTEGRATED 5:12 FRONT SHED PITCHSEE BLDG SECTION 8 : 12 PITCH WOOD ROOF TRUSSES @ 24" O.C.8 : 12 PITCH WOOD ROOFTRUSSES @ 24" O.C.8 : 128 : 128 : 128 : 128 : 12 8 : 12 8 : 12 8 : 128 : 128 : 128 : 12 8 : 12 HIGHER/ CUT BACKFASCIASCALE: 1/8" - 1'-0"Roof PlanGENERAL NOTES:·18" O.H. @ EAVES TYP. (UNO)·12" O.H. GABLE ENDS TYP. (UNO)·VENTILATE ROOF IN ACCORDANCE w/CODES 50% IN EAVE 50% IN UPPER 1/3rd ATTIC·8" MAIN ROOF HEEL HEIGHT·30" HEEL ON FRONT GABLES·RIGHT UPPER LEVEL EXTERIOR·GARAGE PLATE TO BE 9'-0" ABOVE HOUSE PLATE·MAIN HOUSE TO HAVE 10'-1 1/8" PLATE HEIGHTGIRDERCONTINUE 5:12 ROOF SLOPE FROMMAIN HOUSE RIDGE DOWN TO MEETLOWER GARAGE FASCIAPANEL SHEATHINGMIN. 3/8" WOODMIN. LENGTH OF PANELPER TABLE R602.10.5FOR A PANEL SPLICE (IF NEEDED), EDGES SHALLOCCUR & BE ATTACHEDTO COMMON BLOCKINGWITHIN 24" OF WALL MID-HGHTONE ROW OF 3" O.C. NAILINGIS REQ'D IN EA. PANEL EDGEMIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOODSTRUCUTRAL PANEL SHEATHING w/8dCOMMON OR GALVANIZED BOXNAILS @ 3" O.C. IN ALL FRAMING(STUDS, BLOCKING & SILLS) TYP.TENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)HOLD-DOWN (EMBEDDED INTOmin. 3"x 11.25" NET HEADERSTEEL HDR PROHIBITED2' to 18' FINISHED WIDTH OF OPENINGFOR SINGLE OR DOUBLE PORTALMIN. (2) 4200 lbs STRAP-TYPEPONY CONCRETE & NAILED INTO FRAMING)WALL EXTENT OF HEADER w/SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)FASTEN TOP PLATETO HEADER w/(2) ROWSOF 16d SINKER NAILS@ 3" O.C. TYP.10' MAX. WALL HEIGHT MIN. DOUBLE 2x4 POST(KING & JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).TYPICAL PORTAL FRAMING CONSTRUCTIONFASTEN SHEATHING TO HEADERw/8d COMMON OR GALVANIZEDBOX NAILS IN 3" GRID PATTERNAS SHOWNHEADER TO JACK-STUD STRAPPER TABLE R602.10.6.4 ON BOTHSIDES OF OPENING OPPOSITESIDE OF SHEATHINGSTRUCTURALSCALE: N.T.S.PFH Portal Wall Framing DetailPER IRC FIG. R602.10.6.2METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSEXTENT OF HEADER w/DOUBLE PORTAL FRAME(TWO BRACED WALL PANEL)12' MAX. TO TOTAL WALL HEIGHT HEIGHT MIN. 1000 lbs HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILED INTOFRAMINGMIN. (1) 5/8" DIA. ANCHOR BOLT INSTALLED PER SECTION R403.1.6 - w/2" x 2" x 3/16" PLATE WASHERMIN. REINFORCING OF FOUNDATION, (1) #4 BAR TOP& BOTTOM OF FOOTING. LAP BARS 15" MIN.MIN. FOOTING SIZE UNDER OPENING IS 12" x 12". A TURNED-DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGSMETAL JOISTHANGERTREATED 2xJOIST's @ 16" O.C.TREATED 2x DECK LEDGERINSTALL DECK BOARDS PERMNFGR SPECIFICATIONS1/2" dia. LAG SCREWOR BOLT PERIRC TABLE R507.2 -STAGGER PER FIG.R507.2.1(1)SPRAY FOAMRIM JOIST AREATO R-20 min.ENSURE ATTACHMENTSECURES INTO RIM BOARD20" deepFLOOR TRUSSES7 3/4" max.10" min.POST BASE FASTNER4" x 4" TREATED POST2x TREATED JOIST's@ 16" O.C.CLOSED RISERS SUCH THATA 4" dia. SPHERE CANNOTPASS THRUPER IRC R312.1.3 EX12x12 TREATED STRINGERS @ 16" O.C. max.2x TREATEDHEADER PER PLAN1/2" STRONGBOARD4"min.SCALE: 1" = 1'-0"MUD RM PLATFORMSCALE: 1" = 1'-0"Rim Connection4" CONC.GARAGE SLAB7 3/4" max. RISER HEIGHT -VERIFY ACTUAL # OF RISERSw/FINISHED GARAGE SLAB,ON SITE.1.458'-0"Note: 20'-0" maximum spacing between Braced Wall PanelsREQ'DPROVIDEDBRACINGBRACINGPRESCRIPTIVE BRACED WALL LINE CALCULATION FOR:1.45BRACED WALLSWALL HEIGHTSPACINGPRESCRIPTIVE BRACED WALL LINE CALCULATION FOR:1BRACINGMETHODTBL R602.10.4BRACEDLINEWALLBRACEDWALL LINE24'-0"BRACINGTBL R602.10.3(1)REQ'D in feetADJUST FOR:EXPOSURE4.3'1.0BRIDGE =EAVE TO(12'-8")WALL HEIGHT1.05ADJUST. FOR:10' & 11'clg NUMBER ofBRACED WALLSLines = 6REQ'D1.6BRACINGLENGTH8.37'PROVIDED12'-0"BRACINGLENGTHCONNECTIONCRITERIA2MAIN LEVEL FLOOR PLAN (1st LEVEL)8.9'24'-0"1.01.051.613'-3"BRACINGBTBL R602.10.4METHODLINEBRACEDBRACEDWALLWALL LINE23'-0"BRACINGREQ'D in feet3.8'ADJUST FOR:EXPOSURE1.0EAVE TOBRIDGE =ADJUST. FOR:1.05 NUMBER of6.71'11'-9"CRITERIACONNECTIONMAIN LEVEL FLOOR PLAN (1st LEVEL)Lines = 4CSWSP/GB23'-0"A3.8'1.01.056.71'PER TABLE R602.10.4 & SEE SHT A4 FOR PFH DETAILCSWSP(12'-8")10' & 11' clg3ENDCOND.3ENDCOND.1, 23= 12.13'PER TABLE R602.10.4PER TABLE R602.10.4CSWSP1.161.161.161.16Wall Bracing Dimensions31.95'9'-8"1.01.01.66'-10"CSWSP3.61'PER TABLE R602.10.41.1645.87'39'-2"1.01.01.612'-0"CSWSP/GB10.89'PER TABLE R602.10.41.16512.25'39'-2"1.01.01.618'-6"CSWSP/GB= 15.91'PER TABLE R602.10.41.1662.32'12'-2"1.01.01.68'-0"CSWSP3, 44.30'PER TABLE R602.10.41.161.4514'-0"1.45D33'-6"5.02'1.01.08.44'17'-7"33'-6"C5.02'1.01.08.44'2, 33, 4PER TABLE R602.10.41.161.16CSWP/PFHCSWSPCSWSPPER TABLE R602.10.4800 lbs HOLD DOWN REQ'D AT CORNER800 lbs HOLD DOWN REQ'D AT CORNER/INTERSECTION4" O.C. GYP FASTENING PER TBL R602.10.3(2)PER TABLE R602.10.44" O.C. GYP FASTENING PER TBL R602.10.3(2)17.34' x .722.73' x .73, 41, 31, 3SEE MAIN LEVEL FLOOR PLAN ON SHEET A3 FOR CORRESPONDING BRACED WALL PANEL LOCATIONSSHEETORIGINALPLAN DATEREVISIONSSCALE: AS NOTEDPROJECT:SHEET TITLE: ROOF PLAN & DETAILS DRAWN BY: VJHA4MN LIC. # BC629846 5555 WEST 78TH ST., SUITE # B| EDINA, MN | 55439 P: (651) 303-5783 | WWW.GREENWOODDESIGNBUILD.COM COPYRIGHT GREENWOOD DESIGN BUILD, LLC BUILDER:DEC. 1, 2020WALZ RESIDENCE 16410 KINGSWOOD DRIVE LAKEVILLE, MN TYP. FOUNDATION WALL CONST.:- CONCRETE FOOTING (5,000psi - typ.) - WIDTH & HEIGHT AS NOTED - REBAR AS REQ'D- EXTERIOR DAMP PROOFING- POURED CONC. FOUNDATION WALL - TYPE & SIZE AS NOTED REBAR AS REQ'D- R-15 FOUNDATION INSULATION REQ'D w/MIN. R-10 ON THE EXTERIORTYP. BASEMENT FLOOR CONST.:- 3 1/2" POURED CONC. SLAB- MIN. 4" CLEAN FIRM FILL- DRAIN TILE SYSTEM @ FOOTING PERIMETER- RADON MITIGATION SYSTEM PER CODESBASEMENT INSUL. PER MN ENERGY CODER402.2 .8(a) R-10 EXCEPTIONBuilding Section 'C'SCALE: 1/4" - 1'-0"Utility RmUNFINISHEDStorage RmUNFINISHEDUnexcavatedT & GCOVEREDENTRY CEILINGHOUSE PLATE HEIGHT = 10'-1 1/8"FLOOR TO FLOOR = 10'-6 3/4" (17 RISERS) BSMNT HEAD HGHT = 6'-10"MAIN LVL HEAD HGHT = 8'-11 3/8" 9'-0" FND WALL HEIGHT 2'-6" Heel2x6 BEARING WALLON 6" CURB ON CONC. FTG.Egress PitBeyond11'-4" SILL WOOD ROOF TRUSSES w/DUAL SLOPE ON FRONT SIDE OF HOME14:12 PITCHGIRDER14:12 PITCHGIRDER8:12 SLOPE5:12 SLOPE128TYP. EAVE CONST.:- HEEL HEIGHT AS REQ'D- AIR BAFFLES BETWEEN EVERY TRUSS- CONTINUOUS VENTED SOFFIT- ALUMN. SOFFIT & FASCIATYP. RIM AREA CONST.:- SEE T/FND WALL DETAILON SHEET A2TYP. ROOF CONST.:- 30 yr. ARCH. SHINGLES (Except Where Noted for Metal Roofing)- 50 # FELT UNDERLAYMENT- 1/2" ROOF SHEATHING - CLIPS AS REQ'D- APPROVED ROOF TRUSSES @ 24" O.C.- ICE & WATER FROM FASCIA TO 2'-0" MIN. BEYOND THE STRUCTURE2x BEARING WALLSON 6" CURB ON CONC. FTG.+/- 7'-6 1/2" MODELNUMBERTRADENAMEPRODUCTMATERIAL 1281257'-0"13.75" +/- 8'-11 3/8" = Main Flr Head Height 8" Heel 36" Railing 34" - 36" Handrail on one side 6'-8"min. Headroom10"10'-6 3/4" Flr to Flr = 17 Risers DROPPED HEADER20" deep FLOOR TRUSSES @ 19.2" O.C.OUTLINE OFMASTER BEDROOMGABLE END(Foreground)OUTLINE OFMASTER W.I.C.FRONT WALL(Foreground)Great RmStairsGame RmANGLEDWOOD SKIRTBuilding Section 'B'SCALE: 1/4" - 1'-0"CONTINUE 5:12 ROOF PITCH DOWNTO MEET UP w/LOWERGARAGE FASCIA LINE(SHOWN DASHED PINK)TYP. HOUSE & GARAGE CLG CONST.:- R-50 BLOWN INSULATION- VAPOR BARRIER- 1/2" STRONG BOARD CEILINGAIR CHUTES AS NEEDED TOMAINTAIN 1" AIR FLOW GAPGRG WALL HEIGHT = 10'-11 3/8" +/-GRG PLATE HGHT = 9'-1 1/8"ABOVE HOUSE FLR ELEVATION9'-0" FND WALL HEIGHT BSMNT CLG = 8'-10"20.75"MAIN LVL CLG = 10'-1 1/8" 10'-6 3/4" FLR T FLR = 17 RISERS 6'-6" Wood PlatformCOMPOSITE DECKINGTrtd 2x8'S @ 16" O.C.STEPS ASSHOWN ON PLAN2 x 8FLUSH RIM4" x 4" POSTS ASSHOWN ON PLAN SECURETO SLAB w/SIMPSON POSTBASE OR SIMILAR FASTENERGYPSUM BOARD GARAGE WALLS& CEILING SHEETROCKED TOCODE, FINISH TAPED & PAINTEDTYP. EXTERIOR HOUSE &GARAGE WALL CONST.:- EXTERIOR FINISH - SEE EXT. ELEVATIONS- AIR RETARDER HOUSE WRAP- 7/16" OSB SHEATHING- 2" x 6" STUDS @ 16" O.C. HEIGHT AS NOTED)- R-21 FIBERGLASS BATT INSUL.- VAPOR BARRIER- 1/2" GYPSUM WALLBOARDWOOD ROOF TRUSSES @ 24" O.C.GARAGE SLAB TOSLOPE TO FLOOR DRAINBuilding Section 'A'SCALE: 1/4" - 1'-0"SHEETORIGINALPLAN DATEREVISIONSSCALE: AS NOTEDPROJECT:SHEET TITLE: SECTIONS & DETAILS DRAWN BY: VJHA5MN LIC. # BC629846 5555 WEST 78TH ST., SUITE # B| EDINA, MN | 55439 P: (651) 303-5783 | WWW.GREENWOODDESIGNBUILD.COM COPYRIGHT GREENWOOD DESIGN BUILD, LLC BUILDER:DEC. 1, 2020WALZ RESIDENCE 16410 KINGSWOOD DRIVE LAKEVILLE, MN Greenwood HVAC Load Calculations for Walz 16410 Kingswood Dr Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Monday, December 14, 2020 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood Farmington, MN 55024 Page 2 Project Report General Project Information Project Title:Greenwood Project Date:Monday, December 14, 2020 Client Name:Walz Client Address:16410 Kingswood 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 West 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:1,313 CFM Per Square ft.:0.312 Square ft. of Room Area:4,216 Square ft. Per Ton:1,337 Volume (ft³) of Cond. Space:37,944 Building Loads Total Heating Required Including Ventilation Air:51,849 Btuh 51.849 MBH Total Sensible Gain:28,376 Btuh 85 % Total Latent Gain:5,046 Btuh 15 % Total Cooling Required Including Ventilation Air:33,422 Btuh 2.79 Tons (Based On Sensible + Latent) 3.15 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:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood 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 2.79 1,514 4,216 28,376 5,046 33,422 51,849 985 1,313 1,313 System 1 Yes 2.79 1,514 4,216 28,376 5,046 33,422 51,849 985 1,313 1,313 24x10 Ventilation 340 1,352 1,692 4,550 Zone 1 4,216 28,036 3,694 31,730 47,299 985 1,313 1,313 24x10 1-Upper Level 2,108 26,576 2,794 29,370 35,546 740 1,245 1,245 15--6 2-Lower Level 2,108 1,460 900 2,360 11,753 245 68 68 1--6 C:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood 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 0.33 559 15,563 0 16,304 16,304 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 1361 7,697 0 1,176 1,176 15B0-15sf-10: Wall-Basement, , R-15 board insulation to floor, no interior finish, 10' floor depth 1962 7,168 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 2108 3,668 0 2,024 2,024 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 2108 4,585 0 0 0 Subtotals for structure:39,959 0 19,856 19,856 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: 79, Summer CFM: 41 7,340 794 570 1,364 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 Total Building Load Totals:51,849 5,046 28,376 33,422 Check Figures Total Building Supply CFM:1,313 CFM Per Square ft.:0.312 Square ft. of Room Area:4,216 Square ft. Per Ton:1,337 Volume (ft³) of Cond. Space:37,944 Building Loads Total Heating Required Including Ventilation Air:51,849 Btuh 51.849 MBH Total Sensible Gain:28,376 Btuh 85 % Total Latent Gain:5,046 Btuh 15 % Total Cooling Required Including Ventilation Air:33,422 Btuh 2.79 Tons (Based On Sensible + Latent) 3.15 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:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood Farmington, MN 55024 Page 5 Building Pie Chart Building Loss 51,849 Btuh Floor 9% Roof 7% Wall 29% Glass 30% Door 2% Infiltration 14% Ventilation 9% Building Gain 33,422 Btuh Roof 6% Wall 4% Glass 49% Door 1% People 9% Equipment 22% Infiltration 4%Ventilation 5% C:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood 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 0.33 559 15,563 0 16,304 16,304 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 1361 7,697 0 1,176 1,176 15B0-15sf-10: Wall-Basement, , R-15 board insulation to floor, no interior finish, 10' floor depth 1962 7,168 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 2108 3,668 0 2,024 2,024 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 2108 4,585 0 0 0 Subtotals for structure:39,959 0 19,856 19,856 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: 79, Summer CFM: 41 7,340 794 570 1,364 Ventilation: Winter CFM: 140, Summer CFM: 70 4,550 1,352 340 1,692 System 1 Whole House Load Totals:51,849 5,046 28,376 33,422 Check Figures Supply CFM:1,313 CFM Per Square ft.:0.312 Square ft. of Room Area:4,216 Square ft. Per Ton:1,337 Volume (ft³) of Cond. Space:37,944 System Loads Total Heating Required Including Ventilation Air:51,849 Btuh 51.849 MBH Total Sensible Gain:28,376 Btuh 85 % Total Latent Gain:5,046 Btuh 15 % Total Cooling Required Including Ventilation Air:33,422 Btuh 2.79 Tons (Based On Sensible + Latent) 3.15 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:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood Farmington, MN 55024 Page 7 Detailed Room Loads - Room 1 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:2,108.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:2,108.0 sq.ft.Supply Air:1,245 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.9 AC/hr Volume:18,972.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:15 Actual Winter Vent.:105 CFM Runout Air:83 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:66 CFM Runout Air Velocity:423 ft./min.Percent of Supply:5 % Runout Air Velocity:423 ft./min.Actual Winter Infil.:79 CFM Actual Loss:0.112 in.wg./100 ft.Actual Summer Infil.:41 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0sw 41 X 9 279 0.065 5.7 1,578 0.9 0 241 S -Wall-12F-0sw 41 X 9 270 0.065 5.7 1,527 0.9 0 233 E -Wall-12F-0sw 68 X 9 347 0.065 5.7 1,962 0.9 0 300 W -Wall-12F-0sw 68 X 9 465 0.065 5.7 2,630 0.9 0 402 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 69 0.320 27.8 1,921 10.4 0 718 S -Gls-4A-1a-o shgc-0.33 0%S 99 0.320 27.8 2,756 19.2 0 1,899 E -Gls-4A-1a-o shgc-0.33 0%S 265 0.320 27.8 7,378 35.0 0 9,276 W -Gls-4A-1a-o shgc-0.33 0%S 126 0.320 27.8 3,508 35.0 0 4,411 UP-Ceil-16B-50 2108 X 1 2108 0.020 1.7 3,668 1.0 0 2,024 Subtotals for Structure:28,206 0 19,856 Infil.: Win.: 79.1, Sum.: 41.1 1,962 3.741 7,340 0.291 794 570 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 5,000 Room Totals:35,546 2,794 26,576 C:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood Farmington, MN 55024 Page 8 Detailed Room Loads - Room 2 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:2,108.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:2,108.0 sq.ft.Supply Air:68 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.2 AC/hr Volume:18,972.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:35 CFM Runout Air:68 CFM Percent of Supply.:51 % Runout Duct Size:6 in.Actual Summer Vent.:4 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 N -Wall-15B0-15sf-10 41 X 9 369 0.042 3.7 1,348 0.0 0 0 S -Wall-15B0-15sf-10 41 X 9 369 0.042 3.7 1,348 0.0 0 0 E -Wall-15B0-15sf-10 68 X 9 612 0.042 3.7 2,236 0.0 0 0 W -Wall-15B0-15sf-10 68 X 9 612 0.042 3.7 2,236 0.0 0 0 Floor-21A-24 1 X 2108 2108 0.025 2.2 4,585 0.0 0 0 Subtotals for Structure:11,753 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:11,753 900 1,460 C:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Greenwood 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 2,108 35,546 740 15-6 423 26,576 2,794 1,245 1,245 2 Lower Level 2,108 11,753 245 1-6 348 1,460 900 68 68 Ventilation 4,550 340 1,352 System 1 total 4,216 51,849 985 28,376 5,046 1,313 1,313 System 1 Main Trunk Size:24x10 in. Velocity:788 ft./min Loss per 100 ft.:0.087 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.79 85% / 15%28,376 5,046 33,422 Recommended:3.15 75% / 25%28,376 9,459 37,835 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:\ ...\16410 kingswood lakeville rambler 12142020.rhv Monday, December 14, 2020, 9:27 AM