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HomeMy WebLinkAboutLA187175 - 19049 Ivora Ct 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 ENERGY CODE200 AMP SERVICEGARAGE RIGHT2015 MN BUILDING &SIDEWALK53 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,384 SF988 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDWALKOUTPRESERVE OF LAKEVILLELOT 5, BLOCK 619049 IVORRA COURTNATE & SARAH CHIVERSLAKEVILLE, 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3-8"E9'-6" OFF LANDINGF5'-0"G6'-6"FIRST FLOORTOTAL4,736 SF1,499 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,028 SF188 SFUNFINISHEDSECOND FLOOR-1,311 SFELEVATION D3 SEASON PORCH-1,926 SF256 SF16'-0"6'-312"2'-3316"4'-638"15'-414"4'-638"1'-434"1'-434"3'-6"2'-3316"9'-11 8" 3'-214"SHEETROCK6'-312"2'-3316"LINE OFLINE OFFIREPLACESHEETROCK4'-8"2'-3316"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"TILE1'-5"24x24 FIXED5'-218"24x24 FIXED6'-0"GreatRoomBEARING WALLGAS FIREPLACE1'-5"4'-978"6"STAGGEREDBUILT-IN'SBUILT-IN'S1'-7"BUILT-IN'SBUILT-IN'S3 SIDEDMANTLE W/ LEGSSHIPLAP ABOVEBUILT-IN'SSHIPLAP ABOVEBUILT-IN'ST.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALL1'-2"SCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHT1'-4"TREX DECKING2x10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEALUMINUM SOFFIT1'-8"714"20" WIDE X 7-1/4" TALLSOFFITEL. 107'-8"SIDEWALK 53 SFPorchGarage6'-0"8'-9"66FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSCOUNTRY JOE SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-11'-8" FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9" = R-23 6" ROUND PIPE7-15-20A-0COVER SHEETWATKINS 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205WINDOW & DOOR TRIMALLOW FOR LARGERConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/28/2020dmathews FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.9'-0"9'-118"1ST FLRSUBFLOORELEV.110'-2 18"T.O. MAINFND. WALLELEV.109'-0"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'WALL PLATEELEV.119'-3 1/4"2ND FLRSUBFLOORELEV.120'-3 7/8"8'-118"WALL PLATEELEV.128'-5"8" TRIM BOARD12186"X6"X6" BRACKETS - BL246118" RAKE END OVERHANG1'-0"1'-0"8:128:121ST FLRSUBFLOORELEV.110'-2 18"GARAGE WALLPLATE8'-5"1'-6"8" TRIM BOARD8" FRIEZE BOARDSCALE: 1/4" = 1'-0"A-11FRONT ELEVATION - OPT. #31'-6"HARDIE LAPFOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSUSE 1/2" OSB SHEATHING8" TRIM8" TRIM - 7-1/4" FRAMED SOFFIT6" HARDIE FRIEZE BD.TREX DECKDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)32'-6"8:12 SHED ROOF4" EXPOSURE24" OVERHANGBL2665 - BOTH SIDESBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTUREBL2665 - BOTH SIDESSHINGLESTREX SKIRT BOARD6'-6"BOX OUT 6"18" RAKEHARDIE LAP - 4" EXPOSURE6" HARDIE FREEZE BD.BOX OUT GABLE 6"6"X6"X6" BRACKETS-BL246124" OVERHANGSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESHARDIE ON ALL 4 SIDEST.O. FTG.EL. 105'-0"5-1/2" TRIMBOARDSBOARD &20'-6"8'-0"8" TRIM7:12BATTEN16'-3"4.5124:128" TRIM BOARD12188:12 SHED ROOF24" OVERHANG6'-6" BOX OUT 6" 9'-0" BOX OUT 6"1218ADDRESS #'S1012BARREL VAULT16'-3"7'-6"13'-0"6'-6"CRICKET7-15-20ELEVATIONSWATKINS A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205 A-2RIGHT ELEVATION2SCALE: 1/8" = 1'-0"A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"12810:121ST FLOORELEV. 110'-2-1/8"T.O. SLABELEV.100'-4"1'-0"1'-0"8:121'-6"10'-0"26'-0"ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORELEV. 128'-5"TOP OF PLATE18:12HARDIELAPHARDIELAP2'-0"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES71218:1238'-0"9'-0"9'-118"8'-118"7:124.5129'-118"HARDIE ON ALL 4 SIDESINTERIOR VAULT 4:12INTERIOR VAULT4:127:12GAS F.P.VENTRAILINGRAILING12'-0"1'-0"SCALE: 1/8" = 1'-0"LEFT ELEVATION3A-21ST FLOOR9'-11 8"T.O. SLABELEV.100'-4"8'-0"10'-0"ELEV. 110'-2-1/8"ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORGAS F.P.VENT1'-6"1281281241'-0"ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORELEV. 128'-5"TOP OF PLATEHARDIELAP2'-0"2'-0"HARDIE ON ALL 4 SIDES18:1218:127:127:12RAILING10:124.5:121'-0"128SCALE: 1/8" = 1'-0"ROOF PLAN - ELEV. DA-2413 ROOF VENTS18:128:1218:128:12 1'-0"4:12 1'-6"1'-6"1'-6" 1'-0"1'-0"2'-0" 1'-6"1'-6"18:1218:127'-0" 7:127:124.5:126'-0"18:1218:1218'-0" x 14'-0"Screened PorchSCREENDOORDN14'-0"18'-4"10'-0" x 8'-0"Grilling Deck22'-0"7:127:127:127:1210'-0"10:1210:128:12 WATKINS7-15-20ELEVATIONSA-24 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205 FURN.MechanicalRoom4" CONC. SLAB188 SFFLR.DRN.SUMP28"FinishedBathLVP38 SF (FLR)BEARING WALLBEARING WALL8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGELEV. 100'-0"T.O. 8" WALL109'-0"9'-0" TALL TYP. MAIN FOUNDATION WALLT.O. 6" CURBEL. 109'-0"Unexcavated4" CONC. SLABFinishedFamily RoomLVP41'-0"6'-0" 8" 20'-0" 15'-11"9'-9"12'-4"HVAC SOFFITBASEMENT PLANA-31SCALE: 1/4" = 1'-0"UP 1626'-0"8"2"8'-1134"9'-6"4'-614"4'-1012"4'-1012"VARIEST.O. SLABT.O. 8" WALLEL. 108'-4"T.O. 6" CURBEL. 109'-0"EL. 109'-0"EL. 109'-0"T.O. 6" CURBEL. 109'-0"T.O. 8" WALLEL. 105'-0"T.O. FTG.EL. 108'-4"T.O. 6" CURBT.O. 6" CURB2'-0"1'-412"16'-3" M.O.1'-412"1'-412"8'-3" M.O.1'-412"T.O. 2" LEDGEEL. 108'-4"19'-0"11'-0"10'-0"48" VAN.4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2'-0"VOID10'-614"DROPPED52'-878"6 2 ' - 9 5 8"5,000 LB. FOOTINGSTRENGTH MIX4" WIDE x 12-1/2" TALLBEAM POCKET17'-21 2"StairsWOOD TREADS38'-0"(2) 1-3/4" x 11-7/8" LVL10'-614"2x8 PORCH LEDGEREL. 100'-0"T.O. FTG.CD32"28"WATERHEATER2" BRICK LEDGEEL. 108'-4"36"x36"x12" FTG. PAD6'-0"3x5 PSL(1) 1-3/4" x 11-7/8" LSL 6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLAB27'-0"6'-0"2A7SHOULD BE THEPORCH FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEPFTGS. TYP.24"x24"LINE OF PORCH ABOVE7'-6"11'-6"2'-0"2'-0"12" CONC. PIERS6'-0"5'-0"P.T. 2x8 DECKJOISTS @ 16" O.C.(2) 2x10(3) 2x107A68'-0" 8'-0"5x5 PSL5x5 PSLEL. 96'-4"T.O. FTG.EL. 109'-0"T.O. 8" WALLW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOMHOSEBIBSEE FRAMING PLAN 11-7/8" TJI JOISTS @ 16" O.C. 11-7/8" TIMBERSTRAND LSL JOISTS MECH RM ONLY 1A-61A-76'-0" X 6'-11" PATIO18'-0"14'-0"18'-0"9'-1012"7'-0"7'-0"(3) 1-3/4" x 9-1/2" LSL(2) 2x10DROPPED(3) 1-3/4" x 11-7/8" LVL8'-112"10'-0"MIN. FTG. STEP 10'-0" MIN. FTG. STEPFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDNO DRAINTILE AT WALKOUT WALL ONLYT.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"W/ (3) #5 BARS EACH DIRECTION30x30x12 FOOTINGSHOSEBIBT.O. 6" CURBEL. 109'-0"68'-0"T.O. FTG.T.O. 8" WALL4 7 ' - 9 1 8" SLOPE SLAB FOR DRAINAGE 24'-6"EL. 105'-0"EL. 108'-4"EL. 109'-0"47'-918"T.O. 6" CURB12'-0"12" FOOTINGSFLAIR AT BOTTOM42x72 FIXED1'-412"1'-412"54'-0"8'-3" M.O.2'-0"11'-0"18'-0" x 14'-0"Screened PorchBFinishedMedia RoomCARPETCARPET6LVTWATERSOFTENER6LINE OF PORCH ABOVE(2) 2x102x101'-0"21'-6"(2) 2x101'-0"10'-0"5'-0"PENINSULA W/ 2-TIER CONERTOP2 SETS OF OPEN CABINETS2'-0"3'-814"11'-6"42x72 FIXED2-2x62-2x642x72 FIXED48x34 FIB. BASE ALLOW FOR SEWER24" VOID TOHVAC3'-1014"4'-312"C.T. WALLS5'-914"MANTLE & C.T. FACEFIREPLACE SL-7 WITHDIRECT VENT CORNERWALL EXTENDS TO CEILINGSEE DECK PLANSFOR FOOTING LOCATIONS20'-91 2"FinishedFamily RoomLVPWOOD BEAMINSTALL BACKINGWOOD BEAMINSTALL BACKING18'-414"10'-134"ROD & SHELF6'-7"8'-7" LONG BUILT-IN'S1'-6"2'-0"2'-0"SOFFIT CEILING HEIGHT TO 8'-0"CEILING HEIGHT 8'-8"CEILING HEIGHT 8'-0"BASE CABINETSCENTER TV WITHSHELVES - 3 EACH SIDE REF.AND BASE CABINETSDW7'-6" UPPERS W/ GLASS4'-6"DRAINFLOOR4" SLEEVE DOWN18" FROM LEDGEFOR FLOOR DRAIN1'-158"3'-6"1'-158"3'-412"SHELF @ 4'2'-0"2'-0"1'-0"4'-514"(2) 36" SLIDINGBARN DOOR70" x 81" R.O.SHEETROCKEDOPENING13'-5" 5'-9"2A-3FinishedW.I.C.CARPET2'-0"15'-234"SS(2) 2x10(2) 2x10(1) 11-7/8" LSL 360 SERIES TJI'S IN THIS AREA1'-6"VOID ALLOW FOR18" VOID TOSEWER1'-6"VOID36"x36"x12" FTG. PADFINISHED ROOM SIZESMEDIA ROOMMECHANICALBATHSTAIRSTOTAL370 SF188 SF77 SF104 SF1,499 SFFAMILY ROOM - LVP760 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"2x4 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"D6'-11-3/8"BASEMENT PLANA-37-15-20TWO STORY 4 BEDROOM WATKINS LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205WINDOW & DOOR TRIMALLOW FOR LARGER663.5UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 3'-214" 6"HOSEBIB5'-914"MANTLE & C.T. FACEFIREPLACE SL-7 WITHDIRECT VENT CORNERWALL EXTENDS TO CEILING1'-6"2'-0"1'-158"3'-6"1'-158"4'-514"1'-6"4'-6"MANTLELINE OFTILESOFFITLINE OF8"BEARING WALL15'-11"StairsWOOD TREADS9'-614"EL. 100'-0"T.O. FTG.(1) 1-3/4" x 11-7/8" LSLEL. 96'-4"T.O. FTG.EL. 109'-0"T.O. 8" WALL(3) 1-3/4" x 9-1/2" LSL42x72 FIXEDBPENINSULA W/ 2-TIER CONERTOP2 SETS OF OPEN CABINETS2'-0"3'-814"11'-6"42x72 FIXED2-2x62-2x642x72 FIXEDBASE CABINETSCENTER TV WITHSHELVES - 3 EACH SIDEREF.AND BASE CABINETSDWUPPERS W/ GLASS4'-6" 3'-412" 8'-8"BASE CABINETSTVOPENSHELVESOPENSHELVESBACK SPLASH3'-0" 3'-0" 1'-6"3'-6"SOFFIT8"SECTION @ MECH. ROOM2A-3SCALE: 1" = 1'-0"118" RIMLSL JOISTTJI JOIST2x6 WALLMECHANICAL ROOMFINISHED BASEMENT(TIMBERSTRAND)FINISHED BASEMENTS ONLYBASEMENT PLANA-37-15-20TWO STORY 4 BEDROOM WATKINS LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DETAILSSCALE: 3/16" = 1'-0"BASEMENT FIREPLACEA-33SCALE: 1/8" = 1'-0"BAR AREA DETAILSA-31DECEMBER 8, 20205 2'-9316"10'-978"(2) 30"x66" MULLED60x78 FIXEDDN 16R UP 16R 1/2" SHEATHING - EXT. TYPICAL GARAGE WALL 2x6 STUD WALLS @ 16" O.C. W/ Garage@ 19.2" O.C.20" FLR TRUSSUPPER LEVEL WALL LINE Foyer WOOD 20 MINUTE FIRE RATED DOOR MONO TRUSSES@ 24" O.C.41'-0" 2x6 STUD WALLS @ 16" O.C. W/ (R=21) FIBERGLASS BATT INSULATION 4 MIL POLY VAPOR BARRIER & 1/2" GYP. BD. TYPICAL EXT. WALL INSIDE AND 1/2" SHEATHING - EXT.28"8'x8' O.H. DOOR6'-0"12'-4"9'-8"38'-0"8'-0"18'-0"14'-0"18'-0" 7'-0"7'-0" 9'-101 2"20'-0"6'-1014"26'-0"4'-7"11'-01 2"6'-23 4"11'-23 4" 2 A7 NEWEL POST BEARING WALL 10'-6"3'-5"7'-134" SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN A-4 1 HVAC21'-6" 1'-6"16'-0" 19'-0" 1'-6" (2) 1-3/4"x11-7/8" LVL - CONT. - PORTAL FRAME GIRDER TRUSS 16'x8' O.H. DOOR 1'-6"1'-6"8'-0" 11'-0"8'-0"2'-0"(3) 20" LVL5'-218"GAS FIREPLACE1'-5"6'-0"4'-978"(2) 2x10 36x66 36x66 2-2x6E 2-2x636x66 (2) 1-3/4x 9-1/2" LSL DROPPED 11'-33 4" (2) 2x10 (3) 1-3/4" x 14" LVLFLUSH (2) 2x10OPENING32" SHEETROCKB B A B R & S4'-3"24x24 FIXED24x24" FIXED(2) 2x10DROP GARAGE 8-1/8" FOR 2ND FLOOR OVER GARAGE RAILING TO LANDING 5x5 PSL5x5 PSL 68'-0"6'-0"6'-0"6'-6" 2 A7 6 6 Porch TREX 7'-6"11'-6"5'-0"6'-0"8'-0"5'-3" (2) 1-3/4"x7-1/4" LSL (2) 1-3/4"x7-1/4" LSLLINE OF 20" SOFFIT (7-1/4" TALL) 8'-112" Kitchen WOOD 2'-234"(+96")4'-93 4"4'-1114" (+96") 75" DRYWALL OPENING25'-8"50'-0" 560 SERIES 11-7/8" @ 16" O.C.12'-4"4'-3"B 60x24 FIX.29'-6" 10'-214"1'-0"19'-0"(2) 2x10(2) 2x10(2) 2x10(2) 2x10 (3) 2x6(3) 11-7/8" LSL3'-9"3'-9"4'-6"16'-0"2'-9"11-7/8" TJI JOISTS - SEEEWP PLAN FOR SPACINGBOTTOM OF GARAGE DOOR SHOULD BE SET 4" DOWN FROM TOP OF POURED WALLTEMP.PORTAL FRAME 4'-0"4'-618"TOP SIZE 99"x48"6'-734"4' DROP ZONE 6'-358"6'-3" 32"(3) 2x6PANELACCESSATTIC22x305x7 PSLBALLOON FRAME THIS WALL UP TO ROOF TRUSSES LINE OF 2ND FLR. Dining Room WOOD GAS30" 30" 1 A-6 1 A-72'-41516"B 10'-412" 4'-614" (1) 11-7/8" LSL 10'-6"(1) 1-3/4" x 11-7/8" LSLDW24"x 96"ISLAND OVERHANG - 2 LEGS8'-0"5'-0"8'-3"OPENING36" SHEETROCK(+96")11-7/8" TJI JOISTSSEE EWP PLANGreat Room WOOD 32'-0"1'-8"24'-6"R & S 8'x8' O.H. DOOR (2) 1-3/4" x 9-1/2" LSL 12'-0"5x5 PSLRO0F TRUSSES@ 24" O.C.GIRDER TRUSSSTART SLAB AT TOP OF WALL AT BACK OFOF WALL AT BACK OF GARAGE 10'-014"O.C. (FLR)2x10 @ 16"6'-0"12'-0"6 6 6 6 1'-0"BUILT-IN'S1'-7"BUILT-IN'S16'-3"42"(2) 9-1/2" LSL 14"S.L.S.L.14" 1'-6"1'-6"8'-0" 11'-0" 27'-0" 6'-0"1'-0" 7'-0" LOCKERS Mud Room C.T. 28"Bath WOOD 38 SF (FLR) W.I.C. C.T.Pantry WOOD Back Hall WOOD 36x66 32" PKT. 5'-4" 5'-01 4" B 8'-1112"21" VAN. 7'-13 4"5'-61 4"28"(2) 2x1036x66B 2'-034"32" PKT.BUILT-IN'SStudy WOOD VAULT 4:12 VAULT 4:12 PAINTED BEAMSINSTALL BACKING 6'-0" X 8'-0" PATIO(3) 2X10WINDOW SILLS MORE THAN 6" ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE.(2) 1-3/4"x7-1/4" LSL18'-0" x 14'-0" Screened Porch 36"SCREEN DOOR18'-31 2"14'-0"6'-0"4'-912"4'-1012"6'-4"WAINSCOTTING@ 2'-3"REF/FREEZER 36" COOKTOPOVEN DOUBLE HOOD WOODVENT APRON SINK(3) 9-1/2" LSL 48x72 FIXED 2- 2 x 62-2x648x72 FIXED48x72 FIXED MOUNTED SINK INSTALL WALL & CEILING COMPLETEINSULATE WALLS INSTALLED GAS HEATER CONCRETE DRIVEWAY BARREL VAULT Stairs WOOD TREADS RAILING 10'-11 2" DRAIN FLOOR FOYER - 4'-0" TALL RECYCLE B24x24 FIXED(2) 2x102'-0"WINE REF.MICRO DRAWERBASE CABINETSUPPERS ALL THE WAY ACROSSTALL CABINETSW/ ROLLOUTSTALL CABINETSW/ ROLLOUTSOPEN CABINETSHELVING66 66 1'-0"(2) 1-3/4"x7-1/4" LSL1'-6"7'-0"3'-43 4" 11'-414" S (2) 2x10 EACH SIDE2-TRIMMERS (4) 20" LVL'S(3) 2x6(3 ) 2 x 6(1) 11-7/8" LSLEACH SIDE2-TRIMMERS(5) 2x65'-0"HVAC SOFFIT 4'-5"2'-6"ADD 2x4 WALL INSULATE, POLY & OSB 2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" FINISHED ROOM SIZES STUDY - WOOD GREAT ROOM - WOOD 125 SF 246 SF STAIRS - CARPET 104 SF KITCHEN/DINE/FOYER - WOOD 557 SF MUD ROOM & W.I.C. - C.T.145 SF POWDER BATH - WOOD 38 SF BACK HALL - WOOD 38 SF PANTRY - WOOD 85 SF HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D E 9'-6" OFF LANDING F 5'-0" 6'-11-3/8"WATKINS7-15-20 FIRST FLOOR PLAN A-44 BEDROOMTWO STORYLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC6276701 AUGUST 25, 2020 2 OCTOBER 5, 2020 NOVEMBER 7, 20203 NOVEMBER 10, 20204 DECEMBER 8, 20205 WINDOW & DOOR TRIM ALLOW FOR LARGER BWPs Above BWPs Above 7 3.25 2.25 2.25 3.5 8 11 2.5 6 5 5 PFHPFH PFHPFH 5 3.753.75 5 7 (2)11-7/8 LVL (2)11-7/8 LVL(2)11-7/8 LSLVerify loads with girder truss specs, may require removal of top plates at bearing due to crushing. SECOND FLOOR PLAN - ELEV D.1SCALE: 1/4" = 1'-0"A-5DN 16R48"x48"FIXEDLOWER LEVELWALL LINELOWER LEVELWALL LINERO0F TRUSSES @ 24" O.C.MasterBathC.T.104 SF (FLR)W.I.C.CarpetBedroom #2CARPETBedroom #3CARPETHallwayCARPETRO0F TRUSSES @ 24" O.C. 16'-0"9'-7"9'-11"13'-5"39'-0"7'-6"17'-6"13'-0"6'-6"18'-0"2A74'-912"4'-912"10'-614"7'-434"32'-6"7'-1"(2) 2X1050'-0"13'-0"ATEMP.30"ROD & SHELF S20'-0" LINE OF FLOOR BELOW 7'-1"7'-1" 4'-25 8" 8'-111 8"4'-612"10'-414"42'-6"4'-614"4'-73 4"28"10'-31 2" 5'-01 4"GIRDER TRUSS42" VANITY PANELACCESSATTIC22x30LAUNDRYVINYL72 SF (FLR)WD3 2 "60x34 FIB. BASEJunior SuiteBathC.T.44 SF (FLR)ROD & SHELFCD CDGIRDER TRUSS2'-5"(2) 2x1030x30 TEMP.30"5'-812"(2) 36X60 MULLED(2) 2x10A(2) 36x60 MULLED(2) 2x10G3'-3"3'-3"6'-6"6'-6"6'-6"6'-6"1'-0"CANT 1'-0"19'-6"A5'-914"3'-512"3'-134"12'-114"1A-61A-76'-71 4"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.38'-0"MasterBedroomCarpet14'-714"LoftCARPET(3) 2X1048x66 FIXED2-2x62-2x648x66 FIXED48x66 FIXEDA(2) 2X1048x66 FIXED 2-2x62-2x6 36x66 SH36x66 SH 28"60"x36"FREE STANDINGTUBK-6369-0 SUNSTRUCK36" SLIDINGBARN DOOR35" x 81" R.O.SHEETROCKEDOPENING25" SINK W/BASE CABINET VAULT 4:124:12 VAULTROD & SHELF60"x32"6'-11"6'-7"60x1812'-034"11'-912"30"30" 6'-0"A28"Bedroom #4CARPET11'-912"12'-734"68" VANITY 84" VANITYMainBathC.T.50 SF (FLR)16'-212"48x48 SLIDERTHAN 44" ABOVE FLOORTO BE NO GREATERFINISHED SILL HEIGHTFOR EGRESS WINDOW2'-734"ROD & SHELF2'-1014"5'-10"6'-234"19'-134"28"28"28"28"A12'-0"8'-0"ROD & SHELF2'-81 4" 6'-014"8'-73 4"5'-312"4'-1114"5'-10"6'-234"2'-112" 5'-112"8'-0"2'-6"8'-312"Screened PorchBelow5'-312"3'-134"28"3'-912"4'-934"24"28"LINENOPENING 36" DRYWALLROD & SHELF 2'-101 4"2'-6"36x36(2) 2X10A36x60(2) 2x10A 2'-6"7'-512"13'-414"6'-034"7'-07 8"DN14'-0"10'-0" x 8'-0"Grilling Deck22'-0"LINE OFFLR. BELOWLINE OFFLR. BELOWA2'-534"OPENROD & SHELF28"28"8'-0"2'-6"ROD & SHELF24"24"2'-8" 2'-2"C.T. WALLSC.T. WALLS@ 4' OFF FLOORCORNER SHELF28"7'-03 4"28"LINENW.I.C.Carpet2'-01 2"StairsWOOD TREADS2 FLOATING ABOVE SINK ROD & UPPERSHANGINGRAILING5'-312"ELEC. IN FLOOR HEAT8'-118"60x36C.T. WALLS& FLOORSQUARTZ TOP LEDGE SHELF @ 4' & 5'ROUGH-INCEILING FAN3'-918"1'-638"11'-912"TILE WAINSCOTINGAROUND TUB SURROUNDSEE SHOWER DETAILUP TO BOTTOM OF WDW. TRIMHALF WALL(+42")SHELF @ 4'28" PKTTILE OVER TOP OF 1/2 WALL, FACEOF SHOWER BENCH INSIDE SHOWER(ABOVE & BELOW QUARTZ TOP) & @FACE OF SHOWER BENCH FACING BATH.GAS16'-3"2'-0"A6"SSSSSS(2) 2x1036x60(2) 2x10(2) 2x10(2) TRIMMERS EA. SIDE3-2x63-2x63- 2 x 6 3-2x6MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"2x4 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"D6'-11-3/8"FINISHED ROOM SIZESMASTER BEDROOM - CARPETLAUNDRY - C.T.MASTER BATH - C.T.255 SF72 SF136 SFHALLWAY & LINEN - CARPET163 SFBEDROOM # 2 - CARPET163 SFBEDROOM # 4 - CARPET209 SFBEDROOM # 3 - CARPET228 SFJUNIOR SUITE BATH - C.T.66 SFMASTER W.I.C. & ENTRY - CARPET99 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANMAIN BATH - C.T.78 SFELEVATION D - JUNIIOR SUITELOFT - CARPET214 SFWATKINS7-15-20SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205WINDOW & DOOR TRIMALLOW FOR LARGERFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).4Connections Connections33353.53.56 8'-11 8" 2'-8"6'5'312"1'6'-312"5'-312"VALVESHOWERHEADFRAME @ (+32")QUARTZ APPROX. 1x7" WIDTHLINE OF48x48(3) 2x105'-312"6'-312"3'-9"A3'-134"TEMP.3'-134"60x36C.T. WALLS& FLOORSQUARTZ TOP LEDGE1'-312"SEE SHOWER DETAIL48x48 WINDOWGLASS28" SWINGDOORAPPROX. LINE OF TILE11'-312"60"x36"FREE STANDINGTUBK-6369-0 SUNSTRUCKFREE STANDINGTUBTILE WAINSCOTINGAROUND TUB SURROUNDUP TO BOTTOM OF WDW. TRIMTILE WAINSCOTINGSHELF @ 4' & 5'4'TILE1/2" DRYWALLTILE1'-312"1"+/- OVERHANGQUARTZ APPROX. 1'-7" WIDTH3/16" SLOPEFREE STANDING TUB2'-8"TILE OVER TOP OF 1/2 WALL, FACEOF SHOWER BENCH INSIDE SHOWER(ABOVE & BELOW QUARTZ TOP) & @FACE OF SHOWER BENCH FACING BATH.TILEWATKINS7-15-20SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020SCALE: 1/2" = 1'-0"SHOWER DETAILDTL1SCALE: 1/2" = 1'-0"SHOWER DETAILDTL2SCALE: 1/2" = 1'-0"SHOWER DETAILDTLNOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205 SCALE: 1/4" = 1'-0"BUILDING SECTION A-61BOTTOM OF ALL FOOTINGS TO BE 42" MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL1ST FLRSUBFLOORELEV.110'-2-1/8"8'-5"1'-0"1'-0"8'-218"9'-6" 10'-134"8'-118" 7'-1058"StairsStairs5'-078"BEDROOM # 3HALLFOYERGARAGE4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTS1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFR-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOF11-7/8" TJI JOISTS @ 16" O.C.9'-11 8" 5'-078"DROP GARAGE PLATE 8-1/8"81 8"2x8ELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORELEV. 110'-2-1/8"1ST FLOORELEV. 128'-5"2ND FLOOR CLG.1'-6"T.O. 4" CURBBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLELEV. 109'-0"BEDROOM # 48" x 20" CONC. FTG'S4" CONCRETE SLABTYPICAL11-7/8" LSL JOISTS @ 16" O.C.9'-0" 9'-1018" 4'-1138"TYPICAL STAIR CONSTRUCTION NOTES:* 6'-10" MINIMUM HEADROOM* (3) 11-7/8" STAIR STRINGERS W/* 11" TREADS* PROVIDE 36" HIGH HANDRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 34" MAX. NOSING 1-1/4"HVAC SOFFITBEYOND7'-114"BASEMENT5,000 LB. FOOTINGSTRENGTH MIX9'-0"3'-858"2x8OPENRAILINGOPENRAILINGOPENRAILINGOPENRAILINGMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"WATKINS7-15-20SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205 BUILDING SECTION2A-7SCALE: 3/8" = 1'-0"2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)8'-118"9'-0" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL.PRESSURE TREATED 2x6 SILL9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-2-1/8"1ST FLOOR9'-118"1178" 34" 34" 1178"ELEV. 128'-5"2ND FLOOR CLG.WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLSBOISE RIM BOARD1-1/8" OSB RIM BOARD11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGPROOFINGDUCTSPACEBLOCKBLOCKOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.3/4" OSB FLOOR SHEATHING3/4" OSB FLOOR SHEATHINGMIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION112"(R-20)5,000 LB. FOOTINGSTRENGTH MIXRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2" FOAMAT FULL BASEMENT & 4' FROST FOOTINGS.GLUED AND NAILEDGLUED AND NAILEDMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)SCALE: 1/4" = 1'-0"PORCH SECTION - ELEV. DA-721'-6"9'-0" MATCH GARAGE PLATE HEIGHT 5'-0"COLUMN BEYONDSEE ELEVATIONSAND FLOOR PLANVERIFY: FASCIA TOPLANE OUT WITHGARAGE FASCIA8'-118"FoyerCOVEREDPORCHMECH.ROOMBEDROOM #2TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFELEVATION D1'-6"1-0" CANT12481 8" WATKINS7-15-20SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 20202OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205 6X6' POSTBELOW GRADEBE A MIN. OF 42"ALL FOOTINGS TO 1FOOTING PLANDTLSCALE: 1/4" = 1'-0"24" FLAIR AT BOTTOM(2) 2x10 (2) 2x10(3) 2x108'-0"18'-3-1/2"x14'-0" Screened PorchFinishedFamily Room18'-0"12" SONO TUBE13'-914"22'-0"8'-11"24" FLAIR AT BOTTOM8'-11"18'-312"(2) 2x108'-1"134"8'-312"9'-812"10'-0"5'-91 4"8'-1"FinishedMedia Room4'-0" @ 16" O.C.2x10 DECK JOISTS HOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TO OF PIERCONCRETE PIER FOOTING512"POST6x6 DECK SUPPORT3'-6"1'-0"FLARE BOTTOM OF FOOTINGTO A MINIMUM DIAMETER OF 24"CONNECT POST TO FOOTING2POST & PIER DETAILD-1SCALE: 1/2" = 1'-0"& A MINIMUM OF 12" DEEP2'-0"WATKINSDECK-1FIRST FLOOR7-15-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 202019049 IVORRA COURTLOT 5, BLOCK 6PRESERVE OF LAKEVILLESCREENED PORCHNATE & SARAH CHIVERS2OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205#1 SYP required or (3)2x12 #2 SYP DiningRoom18'-312"8'-0"1 x 12 CEDARSKIRT BOARDDECK LEDGER2x10 DECK JOISTS @ 16" O.C.SCREENED IN PORCH4:12 VAULT4:12 VAULTINTERIORINTERIOR(2) 1-3/4" x 11-7/8" LSL(2) 1-3/4" x 11-7/8" LVL 18'-3-1/2" x 14'-0"SCALE: 1/4" = 1'-0"DECK FRAMING PLAN1D-2PORCH DECKING SHOULD BEDOWN 4" FROM THE FIRST FLOOR6'-0"2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATED5/4" DECKING3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATEDDECKING SHOULD BE DOWN4" FROM THE FIRST FLOOR14'-0"6'-0" X 8'-0" PATIODECK LEDGER36"STORM DR.(2) 1-3/4" x 11-7/8" LVLBathBackHall10'-0" x 8'-0"Grilling DeckDN8'-0"10'-0"TOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR117 8"3 4"BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)11-7/8" TJI JOISTS2x10 JOISTS @ 16" O.C.2x10 DECK LEDGERDTT1Z DECK TENSION TIEDECK LEDGER HANGER4"2LATERAL LOAD CONNECTION DETAILD-2SCALE: 1" = 1'-0"BOLT THROUGH BLOCKING@ 16" O.C.T.O. DECKING3'-0" 312"T.O. RAILING312"SQUARE CEDAR PICKETS2x4 CEDAR RAIL - FLAT4x4 CEDAR POSTS2X4 CEDAR 4"2X4 CEDAR 3RAILING DETAILSD-2SCALE: 3/8" = 1'-0"(2) 1/2" THROUGH BOLTSWITH WASHERS OR EQUIVALENT4" SPHERE CANNOT PASS6'-0"MAX SPAN CENTER TO CENTER2X4 CEDAR RAIL4x4 CEDAR POST6X6 POSTS(3) 2x10 BEAMSFLUSH AT CORNERPOST AT SCREENED PORCHWATKINSDECK-2FIRST FLOOR7-15-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701AUGUST 25, 202019049 IVORRA COURTLOT 5, BLOCK 6PRESERVE OF LAKEVILLESCREENED PORCHNATE & SARAH CHIVERS2OCTOBER 5, 2020NOVEMBER 7, 20203NOVEMBER 10, 20204DECEMBER 8, 20205 14'-0"SCREENED PORCHALL FOOTINGS TO BE A MIN. OF 42"BELOW GRADE9'-118"2x10 JOISTSROOF VENTS = 1/300 SQ. FT.6x6 POSTSROOF TRUSSES @ 24" O.C.ASPHALT SHINGLES TO MATCH EXISTING15# FELT1/2" ROOF SHEATHINGSCALE: 1/4" = 1'-0"SECTIONDTL3(3) 2x103'-0"SCREEN(2) 1-3/4" x 11-7/8" LSLSTEP FLASH AT WALLCUT BEAM INTO WALL& BLOCK TO FND.LAG & DOUBLE FLASH @ DECK LEDGERUSE APPROVED HANGERSFOR ACQ LUMBERICE & WATER SHEILD REQUIREDPOST TO BEAMCONNECTION REQUIREDPOST TO FOOTINGCONNECTION REQUIREDELEV. 110'-2-1/8"1ST FLOOR1ST FLOOR117 8"PORCH DECKING SHOULD BEDOWN 4" FROM THE FIRST FLOOR4"1'-0"4"X4" CEDAR1x6 COLORPLUS TRIM@ BEAMRAILING & SPINDLESPOST4"X4" CEDARPOSTWATKINSDECK-3FIRST FLOOR7-15-20TWO STORY 4 BEDROOMPLAN LAKEVILLE, MN 55044 22260 DODD BLVD. 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Ä(6 Ä(6 Ä(6 $4#%'& 9#...+0' Ä(6 $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 2418+&'612 $1661/1(9#..%100'%6+1055*190(14$4#%'&9#..2#0'.5#.10)+0&+%#6'&2146+101(9#..žÄ"5+/ Products PlotID Length Product Plies Net Qty F28' 28' 0" 11 7/8" TJI 210 joist 1 8 F20' 20' 0" 11 7/8" TJI 210 joist 1 19 F16' 16' 0" 11 7/8" TJI 210 joist 1 7 TJI Blocking 15' 3 1/16" 11 7/8" TJI 210 joist 1 1 F10' 10' 0" 11 7/8" TJI 210 joist 1 1 R34' 34' 0" 11 7/8" TJI 360 joist 1 1 R26' 26' 0" 11 7/8" TJI 360 joist 1 7 3-11.875" LVL-14' 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 2-11.875" LVL-12' 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 3x5 PSL 10' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 TS1 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 15 1-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 13 Solid Blocking 2' 0" 3 1/2" x 11 7/8" CS Block 1 1 Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 4 Column Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2 Wall Framing PlotID Length Product Plies Net Qty 3-9.5" LSL-14' 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 2 Start Joist Layout Here. 16" o/c CS CS CS CSCSCSCSCS CS CS CS CS CS CS CS CS 2-11.875" LVL-12'F28'F28'F28'F28'RimRimRimRimRimRim Rim Rim Rim Rim R34'F20'F20'F20'TJI Blocking 3-11.875" LVL-14'1-11.875" LSL-10'3x5 PSL F20'RimRimRim 5x5 PSL 5x5 PSLF10'Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5" *6.5" * 7.25" * 2'-0"2'-0" 3'-0"3'-6" * Allowable spans shown in TB-711 must be reduced by 9" with these size holes 1' 4" 1' 4" 1' 3"1' 5" 2-2x10-7' 3-9.5" LSL-14' 1' 5"1' 3" TJI Blocking 1' 2"F20'Rim Solid BlockingSolid Blocking Solid Blocking Solid Blocking 2-2x10-4'2-2x10-3' F16' 16" O.C.F28' 16" O.C. F20' 16" O.C. R26' 16" O.C. TS1 16" O.C. LSL Joist In This Area 360 Series TJIs in this area Customer:Job Name:Address/Lot:Youngfield HomesChivers19049 Ivorra CourtCity, State:Lakeville, MNPlan/Model #:Watkins CustomJob Number:24495Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/8/2020Revised By:Jeff D.Revision Date:12/9/2020Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson IUS1.81/11.88 10- 10d common - 2- 10d x 1-1/2 No H2 4 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - No H3 1 User HHGU5.50-SDS (H=18")Not Required H4 10 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No H5 2 Simpson IUS3.56/11.88 12- 10dx1.5 - 2- Strong-Grip No H6 1 Simpson HHUS48 22- 10d - 8- 10d No Products PlotID Length Product Plies Net Qty F20' 20' 0" 11 7/8" TJI 210 joist 1 24 F16' 16' 0" 11 7/8" TJI 210 joist 1 7 F14' 14' 0" 11 7/8" TJI 210 joist 1 9 TJI Blocking 1' 7 9/16" 11 7/8" TJI 210 joist 1 1 X40' 40' 0" 11 7/8" TJI 560 joist 1 3 X38' 38' 0" 11 7/8" TJI 560 joist 1 5 4-20" LVL-26' 26' 0" 1 3/4" x 20" 2.0E Microllam LVL 4 4 3-20" LVL-20' 20' 0" 1 3/4" x 20" 2.0E Microllam LVL 3 3 3-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 1-11.875" LVL-26' 26' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 1 2-11.875" LVL-20' 20' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 4 2-11.875" LVL-16' 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 2 2 5x7 PSL 12' 0" 5 1/4" x 7" 1.8E Parallam PSL 1 1 5x5 PSL 12' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 3-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 1-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-7.25" LSL-18' 18' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 2-7.25" LSL-12' 12' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 2-7.25" LSL-10' 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 4 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 10 2x8 Flat Blocking 12' 3 3/8" 2x8 blocking (11 7/8" joist depth) 1 1 Wall Framing PlotID Length Product Plies Net Qty 3-9.5" LSL-14' 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 2-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 2-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 2 3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 6 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 6 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 6 Start Joist Layout Here. 16" o/c CS CS CS 1-11.875" LSL-12'1-11.875" LVL-26'2-11.875" LVL-20'RimRim Rim RimRim3-14" LVL-14'RimRimX40'3-11.875" LSL-12' 2-9.5" LSL-8'2-2x10-3'2-2x10-3'2-2x10-6'2-2x10-6' 2-2x10-10' 3-9.5" LSL-14' Rim1-11.875" LSL-8'TJI Blocking 2x8 Flat Blocking E1 ALT F14'5x5 PSL 5x5 PSL 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT Timberstrand ® LSL rim board to match TJI® depth WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. 2-9.5" LSL-8' 1' 4"3-2x10-7'9"Girder TrussRim 2-2x10-4' 5x7 PSL TJI Blocking 3-20" LVL-20'4-20" LVL-26'Rim 2-9.5" LSL-10' 5x5 PSLRim2x8 Flat Blocking 2-7.25" LSL-10'2-7.25" LSL-10'2-7.25" LSL-18'2-7.25" LSL-12'H6 1' 6"10" 1' 0" 10" H1 1' 1" 1' 5"2-2x10-6'2-2x10-4'2-2x10-4'1' 8" 3"2-11.875" LSL-8'2-11.875" LVL-20'2-11.875" LVL-16'2-2x10-3'Rim H3 F14' 16" O.C. F16' 16" O.C. X38' 16" O.C. X40' 16" O.C. H2 H4 F20' 16" O.C. H5 Floor Trusses560 Series TJIs in this area 2 Trimmers5-2x6 17,553# 3-2x6 3-2x6 3-2x6 3-2x6 2 Trimmers Floor TrussesCustomer:Job Name:Address/Lot:Youngfield HomesChivers19049 Ivorra CourtCity, State:Lakeville, MNPlan/Model #:Watkins CustomJob Number:24495Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/8/2020Revised By:Jeff D.Revision Date:12/9/2020Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Wall Framing PlotID Length Product Plies Net Qty 3-2x10-13' 13' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-11' 11' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 6 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4'2-2x10-4'Girder Truss Girder Truss 2-2x10-7' 2-2x10-3' 2-2x10-5'2-2x10-5'2-2x10-4'2-2x10-6'2-2x10-11'3-2x10-13' 2-2x10-7' 2 Trimmers 3-2x6 3-2x6 3-2x6 3-2x6 Customer:Job Name:Address/Lot:Youngfield HomesChivers19049 Ivorra CourtCity, State:Lakeville, MNPlan/Model #:Watkins CustomJob Number:24495Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:12/8/2020Revised By:Jeff D.Revision Date:12/9/2020Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. 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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 19049 Ivorra Ct Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday, November 12, 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, November 12, 2020 Client Name:Country Joe Homes Client Address:19049 Ivorra Ct 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 Northeast 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:1,548 CFM Per Square ft.:0.314 Square ft. of Room Area:4,924 Square ft. Per Ton:1,362 Volume (ft³):32,022 Building Loads Total Heating Required Including Ventilation Air:82,035 Btuh 82.035 MBH Total Sensible Gain:34,365 Btuh 79 % Total Latent Gain:9,029 Btuh 21 % Total Cooling Required Including Ventilation Air:43,394 Btuh 3.62 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\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 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:0.370 AC/hr 0.190 AC/hr 197 CFM 101 CFM Infiltration Actual:0.332 AC/hr 0.096 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 32,022 X 32,022 10,617 Cu.ft./hr 3,059 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:177 CFM 51 CFM Total Building Ventilation:88 CFM 88 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:0.370 AC/hr (197 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (101 CFM), Construction: Average C:\Users\Slykke\Desktop\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 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 3.62 1,362 4,924 34,365 9,029 43,394 82,035 961 1,548 1,548 System 1 3.62 1,362 4,924 34,365 9,029 43,394 82,035 961 1,548 1,548 14x18 Ventilation 1,315 2,171 3,486 8,171 Return Duct 0 0 0 2,051 Humidification 5,535 Zone 1 4,924 33,050 6,858 39,908 66,278 961 1,548 1,548 14x18 1-Lower Level 1,499 5,940 1,342 7,282 15,098 219 278 278 3--6 2-Main Level 1,499 13,618 3,012 16,630 25,563 371 638 638 6--7 3-Uppe Rlevel 1,926 13,492 2,504 15,996 25,617 372 632 632 6--7 C:\Users\Slykke\Desktop\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 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 0.1 472.4 219 278 278 3--6 2-Main Level Built-In 0 750 0.01 0.1 397.9 371 638 638 6--7 3-Uppe Rlevel Built-In 0 750 0.01 0.1 394.2 372 632 632 6--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 884.8 961 1,548 1,548 14x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:961 Cooling Flow:1548 C:\Users\Slykke\Desktop\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 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-579.2 14,613 0 11,342 11,342 4agdoor: Glazing-84 2,120 0 1,976 1,976 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 1136 4,942 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 2846.8 16,098 0 1,776 1,776 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 1926 3,686 0 2,076 2,076 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 1499 3,521 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 427 1,300 0 135 135 Subtotals for structure:47,797 0 17,741 17,741 People:5 1,000 1,150 2,150 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:4,102 0 0 0 Infiltration: Winter CFM: 177, Summer CFM: 51 16,430 1,258 762 2,020 Ventilation: Winter CFM: 88, Summer CFM: 88 8,171 2,171 1,315 3,486 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 15.09 gal/day :5,535 0 0 0 Total Building Load Totals:82,035 9,029 34,365 43,394 Check Figures Total Building Supply CFM:1,548 CFM Per Square ft.:0.314 Square ft. of Room Area:4,924 Square ft. Per Ton:1,362 Volume (ft³):32,022 Building Loads Total Heating Required Including Ventilation Air:82,035 Btuh 82.035 MBH Total Sensible Gain:34,365 Btuh 79 % Total Latent Gain:9,029 Btuh 21 % Total Cooling Required Including Ventilation Air:43,394 Btuh 3.62 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\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 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:1,499.0 sq.ft.Supply Air:278 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.4 AC/hr Volume:11,992 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:20 CFM Runout Air:93 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:16 CFM Runout Air Velocity:472 ft./min.Percent of Supply:6 % Runout Air Velocity:472 ft./min.Actual Winter Infil.:20 CFM Actual Loss:0.140 in.wg./100 ft.Actual Summer Infil.:6 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 50 X 8 400 0.050 4.4 1,740 0.0 0 0 E -Wall-15B0-10sf-8 46 X 8 368 0.050 4.4 1,601 0.0 0 0 S -Wall-12F-0bw 50 X 8 295 0.065 5.7 1,668 0.6 0 184 W -Wall-15B0-10sf-8 46 X 8 368 0.050 4.4 1,601 0.0 0 0 S -Gls-4a shgc-0.28 0%S (3)63 0.290 25.2 1,590 16.8 0 1,059 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 Floor-21A-20 1 X 1499 1499 0.027 2.3 3,521 0.0 0 0 Subtotals for Structure:12,781 0 1,949 Infil.: Win.: 19.9, Sum.: 5.7 400 4.625 1,850 0.215 142 86 Ductwork:467 0 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:15,098 1,342 5,940 C:\Users\Slykke\Desktop\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 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:1,499.0 sq.ft.Supply Air:638 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.8 AC/hr Volume:13,491 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:34 CFM Runout Air:106 CFM Percent of Supply.:5 % Runout Duct Size:7 in.Actual Summer Vent.:36 CFM Runout Air Velocity:398 ft./min.Percent of Supply:6 % Runout Air Velocity:398 ft./min.Actual Winter Infil.:86 CFM Actual Loss:0.080 in.wg./100 ft.Actual Summer Infil.:25 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 50 X 9 366.5 0.065 5.7 2,073 0.6 0 229 E -Wall-12F-0bw 46 X 9 363.5 0.065 5.7 2,056 0.6 0 227 S -Wall-12F-0bw 50 X 9 312 0.065 5.7 1,764 0.6 0 195 W -Wall-12F-0bw 46 X 9 351.5 0.065 5.7 1,988 0.6 0 219 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Gls-4a shgc-0.28 100%S (2)27.5 0.290 25.2 694 9.4 0 258 N -Gls-4a shgc-0.28 100%S (2)14 0.290 25.2 354 9.4 0 132 E -Gls-4a shgc-0.28 0%S 32.5 0.290 25.2 820 30.2 0 983 E -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 30.3 0 242 E -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 30.2 0 302 S -Gls-4a shgc-0.28 0%S (3)72 0.290 25.2 1,818 16.8 0 1,209 S -Gls-4a shgc-0.28 0%S (4)66 0.290 25.2 1,664 16.8 0 1,108 W -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 30.2 0 1,270 W -Gls-4a shgc-0.28 0%S 4 0.290 25.2 101 30.3 0 121 W -Gls-4a shgc-0.28 0%S 16.5 0.290 25.2 416 30.2 0 499 Subtotals for Structure:16,779 0 7,430 Infil.: Win.: 86.1, Sum.: 24.8 1,728 4.626 7,993 0.215 612 371 Ductwork:791 0 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:25,563 3,012 13,618 C:\Users\Slykke\Desktop\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Uppe Rlevel (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:1,926.0 sq.ft.Supply Air:632 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.5 AC/hr Volume:15,408 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:34 CFM Runout Air:105 CFM Percent of Supply.:5 % Runout Duct Size:7 in.Actual Summer Vent.:36 CFM Runout Air Velocity:394 ft./min.Percent of Supply:6 % Runout Air Velocity:394 ft./min.Actual Winter Infil.:71 CFM Actual Loss:0.079 in.wg./100 ft.Actual Summer Infil.:20 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 50 X 8 333.8 0.065 5.7 1,887 0.6 0 208 E -Wall-12F-0bw 39 X 8 257 0.065 5.7 1,453 0.6 0 160 S -Wall-12F-0bw 50 X 8 309 0.065 5.7 1,747 0.6 0 193 W -Wall-12F-0bw 39 X 8 258.5 0.065 5.7 1,462 0.6 0 161 N -Gls-4a shgc-0.28 100%S (4)60 0.290 25.2 1,512 9.3 0 560 N -Gls-4a shgc-0.28 100%S 6.2 0.290 25.2 158 9.4 0 59 E -Gls-4a shgc-0.28 0%S (2)33 0.290 25.2 832 30.2 0 998 E -Gls-4a shgc-0.28 0%S 22 0.290 25.2 555 30.2 0 665 S -Gls-4a shgc-0.28 0%S (3)66 0.290 25.2 1,665 16.8 0 1,110 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 S -Gls-4a shgc-0.28 0%S 9 0.290 25.2 227 16.8 0 151 W -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 30.2 0 906 W -Gls-4a shgc-0.28 0%S 7.5 0.290 25.2 189 30.3 0 227 W -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 30.3 0 484 UP-Ceil-16B-44 1926 X 1 1926 0.022 1.9 3,686 1.1 0 2,076 Floor-20P-30 1 X 427 427 0.035 3.0 1,300 0.3 0 135 Subtotals for Structure:18,237 0 8,362 Infil.: Win.: 70.9, Sum.: 20.4 1,424 4.626 6,587 0.214 504 305 Ductwork:793 0 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:25,617 2,504 13,492 C:\Users\Slykke\Desktop\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 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 Lower Level 1,499 15,098 219 3-6 472 5,940 1,342 278 278 2 Main Level 1,499 25,563 371 6-7 398 13,618 3,012 638 638 3 Uppe Rlevel 1,926 25,617 372 6-7 394 13,492 2,504 632 632 Ventilation 8,171 1,315 2,171 Humidification 5,535 Return Duct 2,051 0 0 System 1 total 4,924 82,035 961 34,365 9,029 1,548 1,548 System 1 Main Trunk Size:14x18 in. Velocity:885 ft./min Loss per 100 ft.:0.095 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.62 79% / 21%34,365 9,029 43,394 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\19049 Ivorra Ct.rh9 Thursday, November 12, 2020, 2:25 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 11/12/2020 Mailing Address of the Dwelling or Dwelling Unit City 19049 Ivorra Ct 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 912SD60100 WEG100C2X045 BA13NA048 Interlocked with exhaust device.Describe: Rating or Size Input in BTUS: 100,000 Capacity in Gallons: 100 Output in Tons: 4 Other, describe: Efficiency AFUE or HSPF% 92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 82,035 34,365 43,394 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 12/21/2020XKP