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LA186436 - 8587 197th St W Permit Pack
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 FIRST FLOORTOTAL3,299 SF1,862 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,437 SF908 SF425 SFUNFINISHEDSIDEWALK104 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,680 SF871 SF200 AMP SERVICEGARAGE RIGHTFULL BASEMENTLEGACY 1ST ADD.LOT 9, BLOCK 18587 - 197th STREET WESTJOE MILLERLAKEVILLE, 550442x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE9'-6" OFF LANDINGF5'-0"NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODECONCRETE STOOP67 SFFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLS18" FLOOR TRUSSESFIREPLACE / ENTERTAINMENT CENTER9'-11 8"13'-734"36"1'-434"1'-434"3'-6"3'-21 4"6'-312"TILE2'-1114"4'-5"9'-9"3'-7"6'-2"4'-3"1'-5"HEIGHT OF4'-8"MANTLE6"16'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSL5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE8'-0"30"Bedroom #27'-0"CoveredPorchCONCRETE10'-6"5'-3"10'-414"4'-9"6'-3"SREC. STEP25'-6"(3) 9-1/2" LSL14"14"42"16'-6"10'-3"2'-0"SIDEWALK 104 SF4'-0"2'-3"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"A-09-29-20COVER SHEETLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ALBANY 4 BEDROOM RAMBLERSCALE: 3/8" = 1'-0"1OCTOBER 2, 20202OCTOBER 30, 2020NOVEMBER 7, 20203Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/16/2020dmathews 12FRONT ELEVATION - B1SCALE: 1/4" = 1'-0"A-1T.O. FTG.EL. 104'-4"1'-6"1'-0"1012109'-118"ELEV. 110'-0-1/4"EL.100'-0"TOP OF FTG1ST FLOORTOP OF PLATEELEV. 119'-1-3/8"5-1/2" TRIM AROUNDFRONT DOOR & WINDOWS6" FREIZE BOARDBOTH GARAGE PIERS12" RAKES @ FRONT ELEVATION1272'-0" STONE RETURNFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.FOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHING8" TRIM BOARD4'-0"12" TRIM BOARDS12" TRIM BOARDS5'-0"8" TRIM BOARD12" TRIM BOARDS1'-0"1'-6"11-7/8" HEEL HEIGHTON THE 7:12 ROOF127BOARD & BATTENHARDIE LAPBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURERECESSED STEPSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES9'-0"22'-0"14'-0"4'-6"1'-4"8' x 8'' BOX PLANTER1X3'' TOP TRIM6X10'' CUT BUCKSSILL STOCKA-19-29-20FRONT ELEVATIONLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ALBANY 4 BEDROOM RAMBLER 1OCTOBER 2, 20202OCTOBER 30, 2020NOVEMBER 7, 20203 SCALE: 1/8" = 1'-0"ROOF PLANA-24SCALE: 1/8" = 1'-0"REAR ELEVATION1A-2TOP OF PLATEELEV. 110'-0-1/4"MAINTAIN A MIN. CL.TO BOTTOM OF SIDINGOF 6" FROM GRADETOP OF FTGEL.100'-0"1ST FLOORELEV. 119'-1-3/8"1'-0"2LEFT ELEVATIONSCALE: 1/8" = 1'-0"A-21012TOP OF FTGEL.100'-0"ELEV. 110'-0-1/4"1ST FLOORELEV. 119'-1-3/8"TOP OF PLATE10:1210:127:127:1212714 ROOF VENTS9'-11 8"71210:1210:121'-0"1'-6"1'-6"7:123RIGHT ELEVATIONSCALE: 1/8" = 1'-0"A-21012712ELEV. 100'-0"TOP OF FTG1ST FLOORTOP OF PLATE127ELEV. 110'-0-1/4"ELEV. 119'-1-3/8"8" TRIMBOARD1'-0"1'-6"11-7/8" HEEL HEIGHTON THE 7:12 ROOFVINYL SIDINGVINYL SIDINGVINYL SIDING10128" TRIMBOARDVENTSROOF712EGRESS PIT7:127:127:127:126'-0"EGRESS PITEGRESSPIT10'-6"A-29-29-20ELEVATIONSLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ALBANY 4 BEDROOM RAMBLER 1OCTOBER 2, 20202OCTOBER 30, 2020NOVEMBER 7, 20203Secure door closed until deck isconstructed with a separate permit. 10"3"2'-1012"14'-0"22'-0"36'-0"4'-714"UP2'-0" 24'-0"35'-6"8'-1"10'-514"8'-0" 4'-012" 4'-012"50'-0"24'-6"A-31BASEMENT PLANSCALE: 1/4" = 1'-0"16'-3" M.O.T.O. 8" WALLT.O. BRICK LEDGEEL. 108'-4"EL. 109'-10"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDFinishedBedroom #4LVTOUTLETSOFTENERFinishedFamily RoomLVTUSE (1) 2x6 TOP10" THICK - 8'-4" TALL WALLST.O. 8" WALLEL. 109'-10"T.O. FTG.EL. 100'-0"T.O. SLABUnexcavated4" CONC. SLABVARIES8'-4" TALL FOUNDATION WALLT.O. 10" WALLEL. 109'-9-1/2"T.O. FTG.EL. 100'-0"T.O. SLABEL. 100'-4"EL. 104'-4"T.O. FTG.EL. 109'-10"T.O. 6" CURBPLATEFURN.Mech. Room4" CONC. SLAB425 SFDRAINFLOORFinishedBedroom #3LVTEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 8" WALLEL. 109'-10"T.O. 6" CURBFinishedW.I.C.LVT32" 25'-512"14'-6"2" BRICK LEDGE19'-612"9'-3" M.O.T.O. 10" WALLEL. 109'-9-1/2"T.O. FTG.EL. 100'-0"28'-234"FinishedStairsCARPET25'-1014"4'-612"T.O. FTG.EL. 100'-0"2" BRICK LEDGEUnexcav.30"FinishedBathC.T.55 SF (FLR)28"28"16'-5"14'-234"6'-23 4"15'-834"28"30'-0" SEE FRAMING PLAN 7'-612"(2) 2x10SEE FRAMING PLAN 18" FLOOR TRUSSES FinishedTech CenterLVT28"SEE FRAMING PLAN 1A-5CD7'-0"10'-6" 6'-31 4" 6'-614"23'-612"17'-43 4" 11'-13 4"(2) 2x10SUMP1'-912"DROPPED18" FLOOR TRUSSES 18" FLOOR TRUSSES 30"17'-812"2'-6"8'-934"WATERHEATER2'-0"ELEV. 107'-8"ELEV. 107'-8"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDS8"x20" CONCRETEFOOTINGS - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX.(2) 2x10 60x42 SLIDER D66-1/2" M.O.2'-412"2'-412"2'-1012"8'-0"4'-0"30X48 CASE14'-234"7'-612"28'-234"6'-0"SSSSCDROD & SHELF ROD & SHELF 7'-1"4" SLEEVE DOWN18" FROM LEDGEFOR FLOOR DRAIN6'-0"DRAINFLOOR9'-6"WASHDRYINSTALLWASHER & DRYERLINEN60x347'-612"3'-834"2'-0"VOIDWALL TO ALLOW24" VOID UNDERFOR SEWER(2) 2x1010" 6" 4" 31 2" 6" 1'-0"T.O. FTG.EL. 100'-0"4" BRICK LEDGEELEV. 108'-4"4" BRICK LEDGEELEV. 108'-4"2A-61A-610"4" BRICK LEDGEELEV. 108'-4"1'-0"4" BRICK LEDGEELEV. 108'-4"44'-0"INSIDE OF WALL TO INSIDE OF WALLSUBTRACT 1-1/2" FOR ACTUAL TRUSS LENGTH6"6" 29'-0" INSIDE OF WALL TO INSIDE OF WALL10"4" BRICK LEDGEELEV. 108'-4"6"INCLUDING LEDGES12" THICK WALLINCLUDING LEDGES12" THICK WALL10" THICK WALLSON SIDES10" THICK WALLSON SIDES2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDROOM SIZESBEDROOM #3 - LVTMECHANICALSTAIRFAMILY ROOM - LVTBATH #1 - LVTTOTAL1,862 SF425 SF87 SF96 SF298 SF237 SF660 SFTECH CENTER - LVT57 SFBEDROOM #4 - LVTHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"A-39-29-20BASEMENT PLANLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ALBANY 4 BEDROOM RAMBLER 1OCTOBER 2, 20202OCTOBER 30, 2020NOVEMBER 7, 20203Interior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. A-41FIRST FLOOR PLANSCALE: 1/4" = 1'-0"A-41StairsCARPET10"3"Garage4" CONC. SLAB9'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL16'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSLSLOPE SLAB 2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL3'-0"16'-0"3'-0"9'-0"14'-0"22'-0"36'-0"53'-6"DR. S.C.36" MTL.4'-614"5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSEDN2'-0"2'-6"@ 24" O.C. PRE-ENGINEERED TRUSSES BOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE24'-0"29'-6"7'-11"10'-6"8'-0" 3'-8" CLR. 3'-8" CLR.9'-1114"7'-5"3'-9716"26'-412"7'-3"30"Den/Bedroom #2LVT(2) 36x60 MULLED7'-3"EntryLVT7'-6"E14'-734"9'-212"50'-0"2'-334"2'-8"7'-0" 2'-8" 10'-9"14'-6"10'-0"CoveredPorchCONCRETE24'-6"45'-0"MudRoomLVTMASTERBedroomLVTWDDiningLVTGreatRoomLVTWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.10'-6"ROD & SHELVESLINEN24"28"GASRANGE2'-0"7'-0" 30'-0" 36"W.I.C.LVTMasterBathC.T.117 SFBENCH LaundryLVT60 SF (FLR)(2) 1-3/4"x9 1/2" LSL6'-0" x 8'-0" PATIO2-2x624x48 S.H. - TEMP.KitchenLVT42x72B2-2x6(3) 2x10(2) 2x10BROD & SHELVES 2'-6"5'-412"4'-0"2-2X10 5'-73 4" 4'-71 2" 12'-0"5'-3"8'-0"6'-134"10'-414"13'-3"8'-814"BathLVT23 SF (FLR)4'-9"3'-512"6'-3"3'-512"1'-11" 17'-51 2" 6'-6"18'-712"W.I.C.LVT18'-734"36x66(2) 30x24 MULLED(2) 2x106'-6"9'-0"5'-112"1'-1012"42x7242x7236x66WINDOW IN GABLE13'-8"(2) 2x107'-0"18x30 FIXED 1A-5RAILINGRAILINGSOFFIT DOWN 12"FROM CEILING38" DRYWALL OPNG.23'-612"14'-0"(2) 1-3/4"x9 1/2" LSLGIRDER TRUSS11'-4" 6'-6"2'-4"4'-1114"32x601'-5"9'-9" 4'-3" 3'-7"6'-2"(+8") STEP UP CEILING8'-9-1/8")2'-0"SAME HEIGHT AS PLATE (8'-1-1/8")2'-0"2'-0" 2'-0"29'-912"4'-0"24x81ISLANDTOP SIZE 48x84OVERHANG W/ 2- 4" LEGSDW11'-734"CDREC. STEPBBBCD5'-0" BI-FOLD2'-6"25'-6" 16'-0"HANDICAPPEDROLL-IN SHOWERW/ 3 GRAB BARS60x482'-6"7'-101 4" 5'-91 2" 36"ROD & SHELVES9'-0"GRAB BARS36" PKT.36" 36" PKT.36" PKT.DRAWERS18"42" VANITY9'-73 4"5'-312"3'-51 2"REF.LAZYSUSAN4'-0"EGRESS BELOW 8'-0" 5'-0"4'-10"16'-0" 6'-414"RAMP GOING DOWN5'X5' LANDING2 RISERSRAILING20'-6" 1'-734"HallLVT5'-0"5'-0" 2'-834"5'-5"6'-0"4'-734"6'-23 4"@ ELEV. 108'-4"17'-812"60" TALL LINEN CABINET 6'-0"(2) 9-1/2" LSL14"14"42"DRAINFLOORNOTCH TRUSS 3"614"CLG. FAN W/LITE PACKAGEINSTALL36" PANTRY ELECTRICAL HEATFLOOR PANELSINSTALL GASGARAGEHEATER7'-6"PANELACCESSATTIC22x303'-6"(2) 9-1/2" LSLCT BASE ANDWALLS TO 9'CEILINGS & WALLS INSULATED2" FOAM UNDER SLABFINISHED ROOM SIZESBEDROOM #2 - LVTFULL BATH - LVTSTAIRS - CARPETGREAT ROOM - LVTKITCHEN & DINING - LVT144 SF41 SF80 SF213 SF540 SFMASTER BEDROOM - LVT246 SFMASTER BATH - C.T.142 SFMUD ROOM & W.I.C. - LVT94 SF80 SFMASTER W.I.C. - LVT54 SFLAUNDRY - LVTENTRY & HALL - LVT41 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE8'-0-1/2"6'-11-3/8"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"A-49-29-20FIRST FLOOR PLANLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ALBANY 4 BEDROOM RAMBLER 1OCTOBER 2, 20202OCTOBER 30, 2020FANFANSmokeSmokeSmokeSmoke55555555ConnectionsShear Panelw/holdownsShear Panelw/holdowns 3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDA-51SCALE: 1/4" = 1'-0"BUILDING SECTION18" FLOOR TRUSSESSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION9'-118"SILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-10" TALL WALLS - (1) 2x6 TOP9'-10"@ 6'-0" O.C.PLATE - ON SIDE WALLSPRESSURE TREATED 2x6(3) 2x12STAIRSTYP. ALLSTRINGERS1-2x102-2x101'-0"ELEV. 119'-1-3/8"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-0-1/4"SIDINGTOP OF PLATE4'-614"R-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOF* PROVIDE 36" HIGH HANDRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 3/4"" MAX. NOSING 1-1/4"Flex RoomFamily RoomBathKitchenStairsW.I.C.MudRoomGreatRoomRAILING23'-612"18" FLOOR TRUSSESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDPITEGRESS10"10"214"8'-112" 10'-014"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"A-59-29-20SECTIONLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ALBANY 4 BEDROOM RAMBLER 1OCTOBER 2, 20202OCTOBER 30, 2020NOVEMBER 7, 20203 BUILDING SECTION1A-6SCALE: 1/2" = 1'-0"8'-4" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-10"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-1 3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 108'-4"ELEV. 110'-0 1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-118"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-10" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" EXTERIOR SHEATHING18" FLOOR TRUSSESBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BPROOFINGPROOFINGTYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHING5,000 LB. FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYBOISE RIM BOARD1-1/8" OSB RIM BOARD(R-20)9'-10" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONFIRE RESISTANT FLOOR SYSTEM1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.GLUED AND NAILED9'-81 4"RIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESMIN. 6" ENERGY HEAL10"214" 1'-6" 9'-10"ELEV. 109'-10"TOP OF WALLBUILDING SECTION2A-6SCALE: 1/2" = 1'-0"9'-10" TALL WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'S8'-4"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-1 3/8"TOP OF PLATETOP OF BRICK LEDGEELEV. 108'-4"ELEV. 110'-0 1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-11 8" 14"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-10" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" EXTERIOR SHEATHING18" FLOOR TRUSSESBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BPROOFINGPROOFINGDUCTSPACETYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHING5,000 LB. FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYPLATE W/ SILL SEAL @ LEDGEPRESSURE TREATED 2x4 SILLSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONFIRE RESISTANT FLOOR SYSTEM1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.GLUED AND NAILED8'-112"RIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESMIN. 6" ENERGY HEAL1'-6"ELEV. 109'-10"TOP OF WALL1'-6"1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL9'-10" 9'-10"A-69-29-20SECTIONRAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 4 BEDROOM ALBANY 1OCTOBER 2, 20202OCTOBER 30, 2020NOVEMBER 7, 20203 THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x4/2x6 STUDS SPACED BY SUPPLIER NOT TO EXCEED 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).COPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionOctober 26, 2019Project Number:Date:0.587S11Sheets: of1Youngfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 55044Miller Residence8587 197th Street WLakeville, MN3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Print Name:Signed: License Number:Ryan Mack10-26-2046673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.S1FRAMING DETAILGARAGE SHEARWALL2FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS ALONGTHIS SHEARWALL AS WELL ASABOVE OVERHEAD DOORHEADER & BEARING/KINGSTUDS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS(REFER TO 3/S1 FOR POST-INSTALLEDHOLDOWN OPTION)(2) 12" Ø ANCHOR BOLTS(7" MIN. EMBED)TYPICAL 2x4 STUDS PER SUPPLIERNOT TO EXCEED 16" O.C. SPACINGPROVIDE DOUBLE STUDSAT END OF SHEARWALLNOT TO EXCEED 11'-0" (5-FT)(5-FT) (5-FT)(5-FT)(5-FT)(4-FT)(4-FT)(5-FT) (5-FT)(5-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANCONSTRUCTSHEARWALL ASSHOWN IN 2/S1CONSTRUCTSHEARWALL ASSHOWN IN 2/S1MIRROREDCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION3S1FRAMING DETAILPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL 2TKPV0COG 5KIPGF 0KEM*CPUQP +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF 2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC .KEGPUG0WODGT ÄÄ&CVG 5%12'1(&4#9+0)5 6*'5'%#56Ä+0Ä2.#%'%10%4'6'(170+109#..)7+&'.+0'&4#9+0)5#4'24'2#4'�& %'46+(+'&$;6*'*#0510)4172+0%1/2.+#0%'9+6*6*'/+00'516#4'5+&'06+#.%1&'6*'5' &4#9+0)5%106#+05647%674#.+0(14/#6+10(1475'+06*'%105647%6+101(56#0&%+2 %10%4'6'(170+105(146;2+%#.4'5+&'06+#.%10&+6+1056*+5+0(14/#6+10+54'.'8#06 616*'%10%4'6'%1064#%6146*')'0'4#.%1064#%614#0&6*'(4#/+0)%1064#%614 6*'5'&4#9+0)5':2+4'10&'%'/$'4 (170+10)7+&' &4#9+0)+0&': 5%12'+0&': %'46+(+%#6+10 5 75')7+&'.+0'5#0&/#6'4+#.5 5 )'0'4#.016'5 5 56'2(116+0)&'6#+.5 9#.-1769#..&'6#+.5 .11-176-0''9#..&'6#+.5 ':6'4+14.19)4#&'(170+10&'6#+.5 $#5'/'069#..&'6#+.5 $#5'/'069#..8'46+%#.4'+0(14%+0)6#$.'5 $4+%-.'&)'&'6#+.5 5 (.114/'/$'4$'#4+0)&'6#+.#0&%100'%6+106#$.'5 $#5'/'069#..#0%*1452#%+0)6#$.'5 010Ä$'#4+0)9#..,1+56$.1%-+0)&'6#+.5 010Ä$'#4+0)9#..64755$.1%-+0)&'6#+.5 9+0&199'..&'6#+.5 56'22+0)&1909#..9+6*)4#&'&'6#+.5 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 5%12'+0&': %'46+(+%#6+10 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 6*'%1064#%614.+56'&+06*'6+6.'$.1%-$'.19+5.+%'05'&$;6*'*#0510)41726175'6*+5 2#%-'69+6*+06*'5'.+/+6#6+105016'&(14241,'%659*+%*6*'.+%'05''+5&+4'%6.;4'52105+$.' 6*'.+%'05''/#;4'.'#5'6*+52#%-'661+6557$Ä%1064#%6145#0&%.+'065(1475'+06*' 241%74'/'061($7+.&+0)2'4/+65(14241,'%659*+%*6*'.+%'05''+575+0)6*'5'&4#9+0)5 6*'(170+10)7+&'.+0'5#4'61$'+557'&616*'#224124+#6'$7+.&+0)&'2#46/'06+0 #%%14�%'9+6*6*'+4#22418'&241%'&74'(1475'$;6*'$7+.&+0)#)'0%;&74+0)2.#04'8+'9 #0&+052'%6+105 .+/+6#6+105 $#5'/'06(170+109#..56'0(11614.'55+0%.'#4*'+)*6 (41/6121((.1145.#$61612 1(%10%4'6'9#..#65+..2.#6'$'#4+0)Ä0160'%'55#4+.;$#5'/'06%'+.+0)*'+)*6 5647%674'*'+)*6+501661':%''&6915614+'5#$18'6*'$#5'/'06 18'4#..$7+.&+0)+5#557/'&61(#..9+6*+06*'24'5%4+26+8'.+/+6#6+1051(6*'%1&'#5+6' 52'%+(+%2.#04'8+'9*#5016$''02'4(14/'& 5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170+109#..5+52'4/+66'& ':6'4+14)4#&'5.12+0)&190#0	#;(41/6*'(170+109#..5 #0;%#5'$';10&6*'#$18'016'&+6'/54'37+4'55'2#4#6'#0&52'%+(+%5647%674#. 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The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for Country Joe Homes 8587 197th St Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday, October 8, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Thursday, October 8, 2020 Client Name:Country Joe Homes Client Address:8587 197th St Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:973 CFM Per Square ft.:0.261 Square ft. of Room Area:3,724 Square ft. Per Ton:1,477 Volume (ft³):20,482 Building Loads Total Heating Required Including Ventilation Air:62,926 Btuh 62.926 MBH Total Sensible Gain:21,932 Btuh 72 % Total Latent Gain:8,324 Btuh 28 % Total Cooling Required Including Ventilation Air:30,256 Btuh 2.52 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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 according to the manufacturer's performance data at your design conditions. C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.280 AC/hr 0.150 AC/hr 96 CFM 51 CFM Infiltration Actual:0.163 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 20,482 X 20,482 3,344 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:56 CFM 0 CFM Total Building Ventilation:78 CFM 78 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.280 AC/hr (96 CFM), Construction: Average Summer Infiltration Specified:0.150 AC/hr (51 CFM), Construction: Average C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope 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 2.52 1,477 3,724 21,932 8,324 30,256 62,926 640 973 973 System 1 2.52 1,477 3,724 21,932 8,324 30,256 62,926 640 973 973 12x15 Ventilation 1,165 1,924 3,090 7,242 Return Duct 0 0 0 7,866 Humidification 3,366 Zone 1 3,724 20,766 6,400 27,166 44,452 640 973 973 12x15 1-Lower Level 1,862 6,422 2,600 9,022 16,280 234 301 301 3--7 2-Main Level 1,862 14,344 3,800 18,144 28,172 406 672 672 7--6 C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 375.3 234 301 301 3--7 2-Main Level Built-In 0 750 0.01 0.1 488.9 406 672 672 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 778.3 640 973 973 12x15 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:640 Cooling Flow:973 C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-185.5 4,680 0 3,266 3,266 4agdoor: Glazing-48 1,211 0 807 807 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 792 3,445 0 0 0 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 396 1,861 0 0 0 12F-0bw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.065 1902.5 10,759 0 1,187 1,187 16B-44: 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-44 insulation, U-value 0.022 1862 3,564 0 2,007 2,007 21A-20: 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 20' wide, U-value 0.027 1862 4,374 0 0 0 Subtotals for structure:31,411 0 7,703 7,703 People:5 1,000 1,150 2,150 Equipment:5,400 7,400 12,800 Lighting:1200 4,092 4,092 Ductwork:15,731 0 0 0 Infiltration: Winter CFM: 56, Summer CFM: 0 5,175 0 0 0 Ventilation: Winter CFM: 78, Summer CFM: 78 7,242 1,924 1,165 3,090 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 9.18 gal/day :3,366 0 0 0 AED Excursion:0 0 421 421 Total Building Load Totals:62,926 8,324 21,932 30,256 Check Figures Total Building Supply CFM:973 CFM Per Square ft.:0.261 Square ft. of Room Area:3,724 Square ft. Per Ton:1,477 Volume (ft³):20,482 Building Loads Total Heating Required Including Ventilation Air:62,926 Btuh 62.926 MBH Total Sensible Gain:21,932 Btuh 72 % Total Latent Gain:8,324 Btuh 28 % Total Cooling Required Including Ventilation Air:30,256 Btuh 2.52 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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 according to the manufacturer's performance data at your design conditions. C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,862.0 sq.ft.Supply Air:301 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.2 AC/hr Volume:14,896 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:29 CFM Runout Air:100 CFM Percent of Supply.:9 % Runout Duct Size:7 in.Actual Summer Vent.:24 CFM Runout Air Velocity:375 ft./min.Percent of Supply:8 % Runout Air Velocity:375 ft./min.Actual Winter Infil.:10 CFM Actual Loss:0.072 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-15B0-10sf-8 54 X 8 432 0.050 4.4 1,879 0.0 0 0 E -Wall-15B0-10sf-8 45 X 8 360 0.050 4.4 1,566 0.0 0 0 S -Wall-15B0-10sf-4 54 X 4 216 0.054 4.7 1,015 0.0 0 0 W -Wall-15B0-10sf-4 45 X 4 180 0.054 4.7 846 0.0 0 0 W -Wall-12F-0bw 45 X 4 162.5 0.065 5.7 919 0.6 0 101 S -Wall-12F-0bw 54 X 4 206 0.065 5.7 1,165 0.6 0 129 W -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 S -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 16.8 0 168 Floor-21A-20 1 X 1862 1862 0.027 2.3 4,374 0.0 0 0 Subtotals for Structure:12,458 0 927 Infil.: Win.: 10.1, Sum.: 0.0 396 2.376 941 0.000 0 0 Ductwork:2,881 0 AED Excursion:130 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:2,200 3,200 Lighting:500 1,705 Room Totals:16,280 2,600 6,422 C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,862.0 sq.ft.Supply Air:672 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.4 AC/hr Volume:16,758 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:49 CFM Runout Air:96 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:54 CFM Runout Air Velocity:489 ft./min.Percent of Supply:8 % Runout Air Velocity:489 ft./min.Actual Winter Infil.:46 CFM Actual Loss:0.149 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-12F-0bw 54 X 9 400 0.065 5.7 2,262 0.6 0 250 E -Wall-12F-0bw 45 X 9 395 0.065 5.7 2,234 0.6 0 246 S -Wall-12F-0bw 54 X 9 342 0.065 5.7 1,934 0.6 0 213 W -Wall-12F-0bw 45 X 9 397 0.065 5.7 2,245 0.6 0 248 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.28 100%S (2)14 0.290 25.2 354 9.4 0 132 N -Gls-4a shgc-0.28 100%S (2)30 0.290 25.2 756 9.3 0 280 E -Gls-4a shgc-0.28 0%S (2)10 0.290 25.2 252 30.2 0 302 S -Gls-4agdoor shgc-0.28 0%S 48 0.290 25.2 1,211 16.8 0 807 S -Gls-4a shgc-0.28 0%S (3)63 0.290 25.2 1,590 16.8 0 1,059 S -Gls-4a shgc-0.28 0%S (2)33 0.290 25.2 832 16.8 0 554 W -Gls-4a shgc-0.28 0%S 8 0.290 25.2 202 30.3 0 242 UP-Ceil-16B-44 1862 X 1 1862 0.022 1.9 3,564 1.1 0 2,007 Subtotals for Structure:18,953 0 6,776 Infil.: Win.: 45.6, Sum.: 0.0 1,782 2.376 4,234 0.000 0 0 Ductwork:4,985 0 AED Excursion:291 People: 200 lat/per, 230 sen/per:3 600 690 Equipment:3,200 4,200 Lighting:700 2,387 Room Totals:28,172 3,800 14,344 C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 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 Lower Level 1,862 16,280 234 3-7 375 6,422 2,600 301 301 2 Main Level 1,862 28,172 406 7-6 489 14,344 3,800 672 672 Ventilation 7,242 1,165 1,924 Humidification 3,366 Return Duct 7,866 0 0 System 1 total 3,724 62,926 640 21,932 8,324 973 973 System 1 Main Trunk Size:12x15 in. Velocity:778 ft./min Loss per 100 ft.:0.091 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.52 72% / 28%21,932 8,324 30,256 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh C:\Users\Slykke\Desktop\8587 197th St.rh9 Thursday, October 8, 2020, 2:23 PM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Date Certificate Posted 10/8/2020 Mailing Address of the Dwelling or Dwelling Unit City 8785 197th St Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or othersystem monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic WaterHeater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD48080 WEG100C2X045 BA13NA036 Interlocked with exhaust device.Describe: Rating or Size Input in BTUS: 80,000 Capacity in Gallons: 100 Output in Tons: 3 Other, describe: Efficiency AFUE or HSPF% 92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 62,926 21,932 30,256 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct 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): Combustion Air Select a Type Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct DJM11/5/20X