Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA186841 - 17918 Hawksbill Dr 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 FLOORTOTAL2,663 SF1,226 SF--GARAGEBASEMENTFLOOR AREAFINISHED--635 SF1,226 SFUNFINISHED200 AMP SERVICEGARAGE LEFTFULL BASEMENTSUMMERS CREEKLOT 5 , BLOCK 217918 HAWKSBILL DRIVENOTED 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 SUPPLIERSECOND FLOOR1,437 SF-SIDEWALK71 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,134 SF621 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DLAKEVILLE, 55044INVENTORY HOME2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODEGarage12212102210662SIDEWALK 71 SF15'-6"6'-312"4'-0"2'-312"11'-6"2'-0"4'-0"T.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"5/4" CEDAR DECKINGALUMINUM SOFFIT2 X 10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEELEV. 107'-0"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"16'-0"2'-534"6'-0"2'-9"4'-578"15'-314"4'-578"1'-434"1'-434"3'-6"9'-118"3'-214"SHEETROCK6'-312"LINE OFLINE OFFIREPLACESHEETROCK4'-518"4'-8"4'-8"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"4'-578"4'-578"GAS FIREPLACE1'-5"6'-312"TILE1'-5"24x2424x242'-458"2'-458"6"2'-21516"2'-21516"2'-21516"2'-21516"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETEPORCH & DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION WALLS11-03-20A-0COVER SHEETCONCORD 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/11/2020dmathews SCALE: 1/4" = 1'-0"A-11SCALE: 1/4" = 1'-0"FRONT ELEVATION - BA-11FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.1'-0"8'-0" 8'-0"128812T.O. FTG.EL. 104'-4"1'-0"CONCRETE COLUMNLINE OF 12" TOP OF FTGEL.100'-0"2ND FLOORELEV. 119'-7-7/8"1ST FLOORELEV. 109'-6-1/8"124TOP OF PLATEELEV. 127'-9"5-1/2" TRIMBOARDSWINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIM5-1/2" TRIMBOARD1'-6"1'-6"812VINYL SIDINGBOARD & BATTENVINYL SIDING5-1/2" FRIEZE BOARDBOARD & BATTEN12" TRIM BOARD1281'-6"5-1/2" FRIEZE BOARDFOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERS12" TRIM BOARD18" RAKES AT FRONT ELEVATIONWITH CORBELS612124CORBEL BL2591CORBEL BL2591CORBEL BL2591BOARD & BATTEN RETURNSBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURESHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESHARDIE SKIRT BOARDRETURN2'-0" STONEDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)11-03-20ELEVATIONSCONCORD A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ELEVATION B - FBA-2RIGHT ELEVATION2SCALE: 1/8" = 1'-0"A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"1'-0"ELEV. 109'-6-1/8"1ST FLOOR1'-6"ELEV. 119'-7-7/8"2ND FLOORTOP OF PLATEELEV. 127'-9"1ST FLOOR812SCALE: 1/8" = 1'-0"LEFT ELEVATION3A-21ST FLOOR1ST FLOOR2ND FLOORTOP OF PLATE1'-6"812128128GRADE6" EARTH SEPERATIONBETWEEN SIDING ANDELEV. 127'-9"ELEV. 109'-6-1/8"ELEV. 109'-6-1/8"ELEV. 119'-7-7/8"1'-6"EL.100'-0"TOP OF FTGEL.100'-0"TOP OF FTG.GAS F.P.VENT2ND FLOORTOP OF PLATE412EL. 127'-9"ELEV. 119'-7-7/8"1'-6"1'-0"128128PorchEL.100'-0"TOP OF FOOTING6124121288128" TRIM BD.SCALE: 1/8" = 1'-0"ROOF PLANA-24ROOFVENTS9 ROOF VENTS8:128:128:128:128:128:12 8:128:124:126:12 4:121'-6"1'-6" 1'-0"1'-0"1'-6"18" M IN .812CONCORD11-03-20ELEVATIONSA-24 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670ELEVATION - BSecure door closed until deck isconstructed with a separate permit. SCALE: 1/4" = 1'-0"BASEMENT PLANA-3122'-0"(2) 2x106'-6" 4'-0"(2) 2x102'-0"1221210221066224'-0"29'-6"28'-1034"1221210221066210'-5"28'-0" 5'-6" 12'-0"1'-0"6'-6"DROPPED20'-214"DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)13'-934"5'-312"48'-0"Stairs3'-1012"3'-1012"UP4'-81 4" 10" 3"7'-9"16'-0"11'-0"30'-0"19'-0"2'-0" SLOPE SLAB FOR DRAINAGET.O. 6" CURBEL. 108'-4"EL. 104'-4"T.O. FTG.VARIESUnexcavated4" CONC. SLABT.O. SLABT.O. SLABEL. 100'-4"FutureFinish4" CONC. SLABMechanicalStorage4" CONC. SLABT.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 108'-4"FURN.GREATER THAN 44" ABOVE SLABWINDOW, FINISHED SILL HT. TO BE NOVERIFY EXACT R.O. SIZE FOR EGRESSNOTE:SUMPWATERHEATER8'-4" TALL FOUNDATION WALL@ 108'-4" ELEV. POUREDWALLS (TYPICAL)8'-4" TALL WALLSUSE (1) 2 x TOP PLATEFutureBedroom4" CONC. SLABT.O. 8" WALLEL. 108'-4"T.O. FTG.START SLAB AT TOPOF WALL AT BACK OFGARAGE16'-3" M.O.T.O. 8" WALLEL. 107'-8"8'-3" M.O.1'-412"T.O. 6" CURBEL. 108'-4"EL. 108'-4"EL. 108'-4"T.O. 6" CURBEL. 108'-4"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"1'-412"T.O. 6" CURBT.O. 6" CURB6"1'-412"1'-412"6"(2) 2x10DROPPED32"10'-034"10'-0"DROPPEDFutureBath28"30"3'-3"1A655'-61316"SHOULD BE THECOLUMN FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSMAKE FOOTINGS 42" DEEPIF SOIL IS UNDISTURBEDEL. 100'-0"FOR SEWER160 SFHall2'-0" VOID SOFTENEROUTLET30x30x12 FOOTINGSW/ A 5x7 PSL POST2'-0"VOIDDOOR TO ALLOW24" VOID UNDER16'-114"7'-1034"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDDOOR TO ALLOW24" VOID UNDERFOR SEWER11-7/8" TIMBERSTRAND LSL JOISTS @ 16" O.C.FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED7'-1"2'-234"36'-01116"3 7 ' - 8 1 3 1 6" 53 ' -8 " 10'-61 2" 28" 8'-0" 60x42 SLIDERD 3'-0" (2) 2x10 5'-11 4" 2'-0" VOID DOOR TO ALLOW24" VOID UNDERFOR SEWEREL. 107'-8"T.O. BRICK LEDGEEL. 107'-8"T.O. BRICK LEDGE66-1/2" M.O.APPROXIMATE LINE OF SOFFITHOSEBIBHOSEBIB30"x30"x12" FTG. PAD7-1/2" WIDE x 10"TALL BEAM POCKET(4) 9-1/2" LVL60x328'-934"10'-91 2" 5'-134" 8'-134" 2'-7"4'-0"BACKWATERVALVE(1) 11-7/8" LSL2x4 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"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESBEDROOMHALLSTAIRREC ROOMBATHMECHANICALTOTAL222 SF40 SF68 SF683 SF53 SF160 SF1,226 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"BASEMENT PLANA-311-03-20TWO STORY 4 BEDROOM CONCORD LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 30'-0"SCALE: 1/4" = 1'-0"FIRST FLOOR PLANA-4122'-0"Garage4" CONC. SLAB@ 19" O.C. 20" FLOOR TRUSSES1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILPOLY VAPOR BARRIER & 1/2" GYP. BD.TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.2x10 PORCH LEDGERO.C. (FLOOR) 2x8 @ 16"7'-1"4'-0"5/8" TYPE "X" GYP.BD ON ALL WALLSADJACENT TO HOUSE32" MTL. DR. S.C.2'-0"122121022106622"24'-0" 16'-114"7'-1034"(2) 1-3/4"x7-1/4" LSL16'-0"BOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE6'-0" X 8'-0" PATIODiningWOODDenCARPETSEE FRAMING PLAN 11-7/8" TJI JOISTS @ 16" O.C.29'-6"15'-912"1221210221066210'-5"28'-0" 5'-6" 12'-0"8'-812"6'-6"(2) 36X66 MULLED3'-312"18'-6"2'-0"1'-0"GreatRoomCARPET16'-0"6'-712"6'-8"8'-1112"LINE OF SECONDFLOOR ABOVE1'-0"12" CANTILEVER6'-6"(2) 2x10(2) 2x10GAS FIREPLACESTANDARD24x4824x4824x48(2) 2X10W.I.C.VINYL1'-934"(2) 2x1024x24 FIX2'-9"(2) 2x1024x24 FIX2'-53 4"10'-91 4"5'-1"28"12'-0"6'-6"BBCA8'-0"15'-3"48'-0"(2)2x10MudRoomVINYL28"BathWOODPED.3'-834"3'-712"4'-934"4'-6" BENCHRESOURCE CENTER32" DRYWALLOPENING30"16'-0"(3) 2x10 - DROPPED30"EntryWOOD36"64" SHEETROCK OPNGFLUSH(2) 11-7/8" LSL5'-4"KitchenWOODGASRANGED.W.17'-0"15'-0"6'-134"(3) 2X104'-1134"4'-10"RRTHERMOSTATGDISHWASHER &DISPOSALRStairs3'-1012"DN3'-912"UPHANDRAIL4'-81 4" 10" 3"7'-8"32"15'-212"R & S6'-0"24"4' BENCHROD & SHELFLINE OF SECONDFLOOR ABOVE8'-0" (1) 11-7/8" LSL - FLUSH(2) 14" LVLGIRDER TRUSS (4) 2X66'-13 4" 4'-8" 13'-21 4" 5'-6"54x66 FIXED(3) 2x1030x6630x66PANELACCESSATTIC22x308'-21 8"(+96")PEND. OR REC.DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)5'-734"SRRRRRRRRR(1) 1-3/4" x 11-7/8" LSL 5'-15 8"6'-0"4'-103 8"BADD 2x4WALL INSULATE,MANUS BOND, POLY& PLYWOOD1'-6"16'-0"11'-0"8'-0"30'-0"19'-0"1'-6"(2) 1-3/4"x11 7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 11-7/8" LSL - CONT.2'-0"GIRDER TRUSS16'x8' O.H. DOOR1'-6"1'-6"RRRPORTAL FRAMEPORTAL FRAME12'-0"2'-6"3'-31 2"PantryWOOD2'-5"24"(2) 9-1/2" LSL - DROP+42 REF.PantryWOOD3'-8"4'-2"3'-6"7'-9"9" OVERHANG NO LEGS81"x 30"ISLANDTOP SIZE 93x425'-8"4'-83 4" 2'-63 4" RAILING 13'-71 4"WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.(1) 11-7/8" LSL(4) 2X6(3) 2 X 6 2-2x62- 2 x 6 2-2x62-2x62x4 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"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESDEN - CARPETPOWDER BATH - WOODGREAT ROOM - CARPETKIT/DINE/FOYER - WOOD129 SF26 SF220 SFMUD ROOM & W.I.C. - VINYL84 SFSTAIRS - CARPET68 SF545 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"CONCORD11-03-20FIRST FLOOR PLANA-44 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670555555388BWPsAbove SCALE: 1/4" = 1'-0"SECOND FLOOR PLANA-515'-41 4" 24'-0"14'-0"8'-812"(2) 36X60 MULLED29'-0" 13'-3"6'-6"5'-114"Bedroom #37'-818"10'-3"3'-0"16'-0"48'-0"TYPICAL EXT. WALLINSIDE AND 1/2" BUFFALO BD - EXT.FIBERGLASS BATT INSULATION 4 MIL2x6 STUD WALLS @ 16" O.C. W/ (R=21)POLY VAPOR BARRIER & 1/2" GYP. BD.TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF36x602'-6"36x603'-0"30"(2) 36X60 MULLED13'-3"ROD & SHELF1A65'-0" BI-FOLD14'-9"(2) 2x10Bedroom #2Hall8'-6"(2) 2x10(2) 2x10AAAWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.13'-3"StairsDNHANDRAIL4'-4" 10" 3"30"ROD & SHELF5'-0" BI-FOLD(2) 36X60 MULLED(2) 2x10A30x30 FIX.(2) 2x10AHALF WALLFRAME @(+42")11'-1114"ROD & SHELF 1'-10"6'-512"ROD & SHELFW.I.C.10'-5" 4:12 MasterBedroomVAULT (2) 2x10PRE-ENGINEERED ROOF 30"MasterBathVINYL62 SF (FLR)TRUSSES @ 24" O.C.72"x36"SLIDE IN TUB5'-0"8'-4"5'-314"6'-312"5'-734"3'-4" 2'-93 4"3'-734"28"1'-1"28"36x42A 15'-0"DW30x42A28"W.I.C.3'-83 4" 32"BathVINYL46 SF (FLR)LaundryVINYL54 SF (FLR)30x42LINEN8'-314"6'-412"8'-214"5'-73 4" 5'-0" 3'-101 4"CD1'-1134"28"(2)9-1/2"(2) 2x10(2) 2x10 TEMP.Bedroom #413'-3"11'-1014"7'-0"7'-0"14'-0"2'-912"A4'-9"TILE ON THE WALL ONE LAYER OFABOVE THE TUB9'-0" GIRDER TRUSS 6'-0" 14'-0"3'-912"3'-912"VAULT 4:12 5'-514"3'-934"18'-0"CD9'-058"3'-914"10'-3"4'-0" BI-FOLDLSL8'-1014"2'-6" 15'-9" 7'-61 2" 3'-81 2"28"3- T R I M M E R S3-TRIMMERSATEMP.PANELACCESSATTIC22x30S30"SSSSS(4) 2x6LINE OF FLOOR BELOW15'-212"LINE OF FLOORBELOW4'-034"9'-412"6'-1034"13'-3"9'-3"5'-114"4'-5"4'-834"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDC.T. 44 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"FINISHED ROOM SIZESMASTER BATH - VINYLLAUNDRY - VINYLMASTER BEDROOMMASTER CLOSET63 SF54 SF201 SFBATH - VINYL46 SFBEDROOM #2193 SF74 SFBEDROOM #3189 SFBEDROOM #4177 SFHALLWAY & LINEN174 SFCONCORD11-03-20SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.555555-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 5/8" TYPE "X" GYP. BD.OR 1/2" SAG-RESISTANTBUILDING SECTIONSCALE: 1/4" = 1'-0"4" CONCRETE SLABELEV. 104'-4"ELEV. 108'-4"T.O. FTG.AS REQUIREDDIAG. WIND BRACINGT.O. 4" CURBPRESSURE TREATED 2x6 SILLPLATE W/ SILL SEAL INSUL. &A-6BEYONDGarageCONCRETE STEP1/2" GYP. BD. OVER4 MIL POLY V.B.FutureFinish4" CONCRETE SLABR-49 ROOF INSULATION117 8" 9'-11 8"3 4"OF 6" FROM GRADE8'-4" WALLS - (1) 2x6 TOP PLATE PRESSURE TREATED 2x6SILL PLATE(S) W/ SILLSEAL INSUL. & 3/8" ANCHOR8'-4"TOP OF FOOTINGSTRAPS @ 24" O.C.ELEV. 100'-0"ELEV. 108'-4"ELEV. 109'-6-1/8"TO BOTTOM OF TOP OF 8" CONC.MAINTAIN A MIN. CL.SIDING8'-11 8"3 4" 117 8"1ST FLOOR2ND FLOORELEV. 119'-7-7/8"TOP OF PLATEELEV. 118'-7-1/4"ELEV. 127'-9"2ND FLOOR CLG.TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALL1DenFoyerBedroom #3SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION20" FLOOR TRUSSES OVER GARAGEBedroom #4W.I.C.BEYOND81 8" 8'-5"1'-6"128Hallway1'-8"11-7/8" TJI JOISTS11 2"MasterBathBEYOND11-7/8" FLOOR JOISTS BEYOND11-7/8" TJI JOISTS SEE1/2" ANCHOR BOLTS AT 6'-0" O.C.3/4" OSB FLOOR SHEATHINGGLUED AND NAILED3/4" OSB FLOOR SHEATHINGGLUED AND NAILED(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"CONCORD11-03-20SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 BUILDING SECTION1A-7SCALE: 3/8" = 1'-0"8'-118"4" CONCRETE SLAB8" x 20" CONC. FTG'S8'-512"ELEV. 100'-0"TOP OF FOOTINGELEV. 118'-7-1/4"ELEV. 119'-7-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-118"1178" 34" 34" 117 8"ELEV. 127'-9"2ND FLOOR CLG.WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" 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 SHEATHING2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGPROOFINGDUCTSPACEBLOCKBLOCKTYPICAL UNLESS NOTEDOTHERWISETYPICAL UNLESS NOTEDOTHERWISEOR 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 SHEATHINGSHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESMIN. 6" ENERGY HEALBOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)RIDGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)5,000 LB. FOOTINGSTRENGTH MIX8'-4" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTS @ 6'-0" O.C.PLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYNAILED AND GLUEDNAILED AND GLUED9'-21 8"10'-13 4"1/2" EXTERIOR SHEATHING11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)CONCORD11-03-20SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 Start Joist Layout Here. 16" o/cProductsPlotID Length Product Plies Net QtyRim 17' 8 1/4" 11 7/8" TJI 210 joist 1 14-9.5" LVL-20' 20' 0" 1 3/4" x 9 1/2" 2.0E Microllam LVL 4 45x7 PSL 10' 0" 5 1/4" x 7" 1.8E Parallam PSL 1 1TS1 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 13TS2 24' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14TS3 18' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS4 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7TS5 10' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 11-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 11Solid Blocking 1' 0" 3 1/2" x 11 7/8" CS Block 1 1Wall FramingPlotID Length Product Plies Net Qty2-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 2Framing Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 7 Simpson LUS210 8- 10dx1.5 - 4- 10d NoAdditionalPlotID Length Product Plies Net Qty2-2x10 Treated 18' 0" 1 1/2" x 9 1/4" Generic Material 2 2CSCSCSCS2-2x10-4'4-9.5" LVL-20'5x7 PSLTS5RimRimRimRimRimRimRimRimRim1-11.875" LSL-10'1' 2"TS2TS2TS2TS2TS2TS3RimTS3TS3TS3TS3TS3Round holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge 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 nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo 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 holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5" *6.5" * 7.25" *2'-0"2'-0" 3'-0"3'-6"* Allowable spans shown in TB-711 must bereduced by 9" with these size holes2-2x10 Treated2-2x10-6'Solid BlockingTS416" O.C.TS216" O.C.TS216" O.C.TS116" O.C.H121,913#Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17918 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:ConcordJob Number:24468Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:11/19/2020Revised By:Revision Date:Revision #:SALES 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson HU9 18- 10d common - 6- 10d x 1-1/2 NoH2 19 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - NoProductsPlotID Length Product Plies Net QtyF30' 30' 0" 11 7/8" TJI 210 joist 1 13F24' 24' 0" 11 7/8" TJI 210 joist 1 9F16' 16' 0" 11 7/8" TJI 210 joist 1 6F14' 14' 0" 11 7/8" TJI 210 joist 1 7F8' 8' 0" 11 7/8" TJI 210 joist 1 62-14" LVL-14' 14' 0" 1 3/4" x 14" 2.0E Microllam LVL 2 22-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-16' 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 22-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 21-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 11-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-9.5" LSL-6' 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-7.25" LSL-20' 20' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 102x8 Flat Blocking 14' 10 3/8" 2x8 blocking (11 7/8" joist depth) 1 1Wall FramingPlotID Length Product Plies Net Qty3-2x10-11' 11' 0" 2 x 10 SPF No.1/No.2 3 33-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 43-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4CSCS3-2x10-6'2-11.875" LSL-10'2-2x10-7'2-2x10-4'2-2x10-3'2-2x10-3'2-2x10-7'3-2x10-7'2-11.875" LSL-20'2-11.875" LSL-12'2-7.25" LSL-20'Girder TrussGirder Truss2-14" LVL-14'F24'RimRimRimRimRimRimRimRimRimRim2x8 Flat Blocking1-11.875" LSL-10'1-11.875" LSL-16'10"1' 0" 10"E1 Alt1-11.875" LSL-8'2-2x10-4'2'TJI® JOIST2"2x6 (min.) solid sawn or 4 12" wideTimberstrand® LSL rim board, full lengthin bay and tight to each joist flange. Connectto 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 at6" on-center along panel edges and infield. Use pressure treated plywoodfor ground level cantilevers.E1 ALTTimberstrand ® LSL rim boardto match TJI® depthWARNINGJoists are unstable until braced laterally,Safety bracing required during installation.Lateral load transfer for this detail is180 PLF (pounds per lineal foot).Additional connections may be requiredto transfer lateral loads from wall above.3-2x10-11'2-9.5" LSL-6'H1UndesignedF30'16" O.C.F24'16" O.C.F14'16" O.C.F16'16" O.C.F8'16" O.C.H2H2H2Floor Trusses2 Trimmers5,595#4-2x64-2x63-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17918 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:ConcordJob Number:24468Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:11/19/2020Revised By:Revision Date:Revision #:SALES 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length Product Plies Net Qty2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 62-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 62-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-7'2-2x10-7'2-2x10-7'2-2x10-4'2-2x10-4'2-2x10-4'2-2x10-3'2-9.5" LSL-4'2-2x10-3'Girder Truss3 Trimmers4-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17918 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:ConcordJob Number:24468Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:11/19/2020Revised By:Revision Date:Revision #:SALES 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 seriousaccidents. 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 beaccomplished 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 orone 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:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** 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#. '0)+0''4+0)&1%7/'065 %1.&9'#6*'4)7+&'.+0'5 6*'%1064#%614#0&%10%4'6'5722.+'4#4'61914-611$6#+0#/+:&'5+)09*+%*9+.. #&'37#6'.;2'4(14/70&'46*'':2'%6'&%105647%6+10%10&+6+1056*'75'1(#&&+6+10#. %'/'06*+)*Ä'#4.;564'0)6*%10%4'6'#0&14#%%'.'4#614+54'%1//'0&' 6'/2'4#674'5#0&%10&+6+105':2'%6'&.'556*#069'06;&')4''5( &'.+8'4%10%4'6'9#4/#0&+0#6+/'.;/#00'42.#%'%10%4'6''#4.;+06*'&#;9*'0 2155+$.' &1016#&&#&&+6+10#.9#6'4616*'%10%4'6'6*'75'1(9#6'44'&7%+0)#)'065+5 4'%1//'0&'&9*'0914-#$+.+6;%10%'405':+5601%10%4'6'+561$'2.#%'&10501914+0 %106#%69+6*(41<'0/#6'4+#.5 4'$#4&1'50160''&61$'24'Ä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Ä /#: 9#..55.#$5Ä /#: 4'+0(14%+0)56''. Ä$#45Ä#56/#)4#&' $#45Ä#56/#)4#&' 64'#6'&5+..2.#6' 5;2)4#&'14$'66'4 #..19#$.'51+. $'#4+0)24'5574' 25(/+0+/7/ '37+8#.'064'$#46#$.' (14$70&.'&*14+<106#.$#45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 &4#9+0).+/+6#6+105 /#6'4+#.5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 )'0'4#.016'5 &1016$#%-(+..$#5'/'069#..5706+.6*'%10%4'6'*#54'#%*'&#/+0+/7/%1/24'55+8' 564'0)6*1(25++0#&&+6+10&1016$#%-(+..706+.6*'$#5'/'069#..5#4'.#6'4#..; 5722146'&$;6*'(+0#.+056#..'&(.114%105647%6+10#66*'612#0&$1661/70.'55 #&'37#6'5*14+0)+5+056#..'6'37+4'&5*14+0)+56*'51.'4'52105+$+.+6;1(6*')'0'4#. %1064#%614 564+2(116+0)/#;$'2.#%''.'8#6+105.19'46*#05*190+06*'&'6#+.5 &''2$;9+&'$;%106+07175-';9#;5/#;$'75'&+0.+'71(&19'.5(14(7..*'+)*6#0&(41569#..5 564+2(116+0)619#..%'06'4.+0'5/#;$'1((5'67261*19'8'4#/+0+/7/1(1(564+2 (116+0)+561':6'0&$';10&6*'9#..(#%'10'#%*5+&' 2418+&'%1&'4'37+4'&(41562416'%6+10616*'$1661/1(#..(116+0)5 5.12')4#&'&190#0	#;(41/6*'5647%674'#/+0+/7/1(9+6*+06*'(+4566'0(''6 70.'55#&'37#6'&4#+0#)'1459#.'5#4'2418+&'& $16*/#6'4+#.5#0&+056#..#6+101(&4#+06+.'9#6'4Ä2411(+0)%10641.,1+065(.#5*+0)#0& +057.#6+10#4'61$'+0#%%14�%'9+6*6*'%1&'$;6*')'0'4#.%1064#%61470.'55016'& 16*'49+5' #..9#..9+&6*55*190#4'01/+0#.&+/'05+10570.'55016'&16*'49+5'18'4#..9#.. 6*+%-0'55/#;8#4;$;7261(41/6*#65*190106*'&4#9+0)5 4'+0(14%+0)2.#%'/'0661.'4#0%'+501661':%''& $#45$'+0)52.+%''61$'9+6*+01(%'06'4.+0'/+0+/7/52.+%'.'0)6*5#4'$#4&+#/'6'45(14)4#&'56''.#0&$#4 &+#/'6'45(14)4#&'56''.6;+0)+50164'37+4'&2418+&'&6*'5'61.'4#0%'5#4'/'6 2418+&'/#6%*+0)*11-$#45(14#..*14+<106#.$#45#69#..%140'45#0&+06'45'%6+105 *14+<106#.$#45/#;$'2.#%'�9*'4'9+6*+06*'9#..#5.10)#5#/+0+/7/%.'#4%18'4 +5#%*+'8'&10#..5+&'5 4'+0(14%+0)/#;$'$70&.'&7261#/#:+/7/1(6*4''$#45 &19'.5/#;$'&4+..'�&)4176'&+02.#%'8'46+%#.$#45#0&&19'.5&10160''&61#.+)0 8'46+%#.$#45/#;$'&4+..'�&'/$'&&'&+0616*'564+2(116+0)+0.+'71(&19'.5 6*'$10&$'69''0%10%4'6'#0&4'+0(14%+0)9+..016$'#224'%+#$.;4'&7%'&+(8'4;/+014 (14/1+.+524'5'06(146*'%10&+6+105%106#+0'&9+6*+06*'5'&4#9+0)5 5+..2.#6'5#4'61$'#0%*14'&9+6*#/+0+/7/1(691#0%*1452'45+..5'%6+10#..5'%6+105 #4'61*#8'#0#0%*149+6*+0611('#%*'0�#0%*14+561$'2.#%'#..9#.. %140'45#0&+06'45'%6+105109#..5/14'6*#0691(''6+0.'0)6*9#..5691(''614.'55+0 .'0)6*4'37+4'#/+0+/7/1(10'#0%*144'37+4'/'065(145*'#49#..5#0&$4#%'&2#0'.5 /#;$'+0':%'551(6*'5'4'37+4'/'065691+0%*9#5*'45#4'10.;4'37+4'(7..*'+)*6 (170+109#..5$7+.&+0)&'5+)0'4+561#%%1//1'.1#&2#6*(14#0;8'46+%#..1#& 64#05('418'4#5+..2.#6'18'4*#0)%10&+6+10 #0%*14$1.65&+#/'6'414.#4)'4#4'0164'37+4'&61$'%14415+102416'%6'&+0 #%%14�%'9+6*%1&'5'%6+104':%'26+10 #..24'Ä/#07(#%674'&(#56'0'45#0&%100'%6145#4'61$'+056#..'&+0#%%14�%'9+6* 6*'/#07(#%674'454'37+4'/'065 (.114$.1%-+0)+510.;4'37+4'(7..*'+)*6(+456(.114010Ä$'#4+0)(170+109#..5 %#4'+561$'6#-'0&74+0)%10%4'6'2.#%'/'0661/+0+/+<'+0#&'37#6'*14+<106#.#0& &+#)10#.%1.&,1+065#0&6124'8'066*'5',1+065'06+4'.;+09#..59+6*1768'46+%#. 4'+0(14%'/'06#&'37#6'.;8+$4#6'%10%4'6'#6216'06+#.,1+06.1%#6+105#54'37+4'& $#5'&102.#%'/'06%10&+6+10561'.+/+0#6'*10';%1/$+0)#0&61'0574'57((+%+'06$10&+0) +5#%*+'8'& 612#0&$1661/1((170+109#..5#4'61$'.#6'4#..;5722146'&24+1461$#%-(+..+0) /'#05#0&/'6*1&51(.#6'4#.5722146#4'$;16*'45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 )'0'4#.016'5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 *14+<106#.$#45 $16*612 $1661/ ':6'0&'.'#56 $';10&'#%*'0&1(56'2 56#$.'$#0- *+)*(116+0)/#;$' ':6'0&'&2418+&'& $#45#4'2.#%' 5*190 *14+<$#45 612 $1661/ /+06*+%-%10%4'6' (170+105''16*'4 &'6#+.5(14/14'+0(1 126+10#.%10641.,1+06 #6'#%*'0&1(56'2 /#:52#0 '3'3/+0&'6#+.$/+06;2%10%4'6'564+2 (116+0) $&'6#+.# /+0 56'2 Z56'2 56'2016' &1016.1%#6'%10%'064#6'&.1#&5+0':%'551(2.(142170&5#$18'56'2 .1%#6+1055*190 4'#4(41569#.. .11-176 9#.. (7..*'+)*6 9#..)#4#)'(4156 9#.. '.'8#6+10 5*190(14 4'24'5'06#6+10 274215'510.; Ä/#;016#22.;'.'8#6+10 56'252#%+0)4'37+4'/'065 # 6;2 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 56'2(116+0)&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 /+0 911&(4#/+0)#$18'$;16*'45 Z.10)#0%*14 $1.65 /+0'/$'& "1%/#:14 '37+8#.'06/'6#. 564#2#0%*145 5.12')4#&'#9#; (41/(170+10 126+10#.56'/9#.. /+0+/7/6*+%-0'5561 /#6%*5+..2.#6' 5+..2.#6'61/#6%* (4#/'9#..#$18' /#:(146*+%-56'/ /#:(146*+%-56'/ 5.#$Ä10Ä)4#&'$;16*'45 Z%106+07175 *14+<106#.$#4#6 6121(9#.. /+0%+2%10%4'6' (170+109#.. 704'+0(14%'&%10%4'6' 564+2(116+0)5''5 ZÄ&19'.5"1%/#: /+0'/$'& &19'.5#4' 0164'37+4'&+($#%-(+..+5 2.#%'&'37#..;10$16* 5+&'5+0.+(6501661':%''& Ä#.6'40#6''#%*5+&' %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 9#.-1769#..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 /+0Ä/#:)4#&'*'+)*6#$18'6121(5.#$ZÄ&19'.5 /+0 '/$'& %'06'4'&+09#.." 1% 5#0&51+. 141% 5#0&;Ä%.#;51+. 141% %.#;51+. &19'.5/756$'9'65'614 &4+..'�&'21:;)4176'& /+06*+%-%+2 %10%4'6' (170+109#.. 5.12')4#&'#9#; (41/(170+10 Z.10)#0%*14$1.65 /+0'/$'& "1%/#:14 '37+8#.'06/'6#. 564#2#0%*145 Z%106 *14+<106#.$#4 #66121(9#.. (4#/+0) 5+.. 2.#6'$;16*'45 5.#$Ä10Ä)4#&' $;16*'45 704'+0(14%'&%10%4'6' 564+2(116+0)5''5 /+09+&6*(14%.#; $#%-(+..14/+09+&6*+( Ä/#:70$#.#0%'&$#%-(+.. %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 .11-176-0''9#..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#:911&(4#/+0) #$18'$;16*'45 Z.10)#0%*14$1.65 /+0'/$'& "1%/#:14 '37+8#.'06/'6#. 564#2#0%*145 5.12')4#&'#9#;(41/ (170+10#6#)4#&7#. 5.12'2'4)'0'4#.016' 5+..2.#6'61/#6%* (4#/'9#..#$18' Z%106+07175*14+<106#. $#45"1%6;2 126+10#.4+)+&+057.#6+1010 +05+&'(#%'#0&70&'4 5.#$Ä10Ä)4#&'(14/+0 704'+0(14%'&%10%4'6' 564+2(116+0)5''5 &412(14(4156#5 4'37+4'&2'45+6'&'5+)0 ZÄ&19'.5"1% /#: /+0'/$'& Z%106+07175*14+<106#. $#4#66121(9#.. 126+10#.5.#$.'&)' %10%4'6'5.#$Ä10Ä)4#&' /+0%+2%10%4'6' (170+109#.. ZÄ*11-5"1%$'0614 &4+..'�&'21:;)4176'& ÄÄ01*11-5"Ä14.'55)4#07.#4/#6'4+#. 5#0& &'6#+.#$18'/#;10.;$'76+.+<'&(14#.'0)6*1(Ä 8'46+%#.$#45"1% %'06'4'&+09#..61#+&+0 6*'4'&7%6+101(%4#%-+0) #0&$#%-(+..+0)+557'524+14 616121(9#..2+00+0) %1064#%614+5612418+&' 6'/214#4;6121(9#.. $4#%+0)706+.)#4#)' 5.#$Ä10Ä)4#&'+5+02.#%' *11-5+061)#4#)'5.#$ 2418+&'4'37+4'&6121( 9#...#6'4#.5722146 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 70$#.#0%'&(170+10&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 /+0%.'#4*'+)*6$#%-(+..*'+)*6%.'#4 704'+0(14%'&%10%4'6'564+2 (116+0)2'4%1&'14$;$7+.&+0) &'5+)0'4#5#0#.6'40#6+8')7+&' 75'6#$.'5*190#6.'(6 /+0%+2%10%4'6' (170+109#..Ä5'' 4'$#46#$.'5(14 8'46+%#.4'$#4 #0%*14$1.655''9#.. #0%*14+0(1105 (.114615+.. %100'%6+105''5 911&(.114 5;56'/$;16*'45 5.12')4#&'#9#; (41/(170+10 Z/+05+..2.#6' %.'#4*'+)*61(Ä14.'55 Z%106*14+<106#.$#45 %.'#4*'+)*61(Ä14/14' Z%106*14+<106#.$#45 )'0'4#.564+2(116+0)5+<')7+&' 10'Ä5614; 5647%674' 9+&'Z6*+%- 9+&'Z6*+%- 691Ä5614; 5647%674' 9+&'Z6*+%- 9+&'Z6*+%- 25( 51+. 25( 016' 6#$.'#$18'+5#)'0'4#.(116+0)5+<')7+&'6*#65*17.&$'8'4+(+'&$;*1/' &'5+)0'4#0&+5$#5'&10Ä(.11452#05 Ä411(52#05 %10%4'6' 5.#$Ä10Ä)4#&' 2.#%'&6+)*661 (170+109#.. ZÄ&19'.5"1% /#: /+0'/$'& %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 $#5'/'069#..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 )4#&'8'46+%#.$#452#%+0)(14(7..*'+)*69#..5Y(E 25+#.6'40#6+8'61%1&'6#$.'4'37+8#.'068'46+%#.4'$#457$56+676+106#$.'$#%-(+..6;2'%.'#4*'+)*6 5''5 $#%-(+..*'+)*6 5''5 ÄÄÄÄÄ14.'55ÄÄÄÄ14.'55ÄÄÄÄÄ14.'55 010' 010' 010'010' 010'010' 010'010' 010'010'010'010'010'010'010'010'010' 010'010' 010'010'010'010'010'010'010'010'010'010'010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010'010' 010' 010' 010'+((E 25+ 5#0& 25((6 9#..6*+%-0'555#0&;%.#; 25((6 9#..6*+%-0'55%.#; 25((6 9#..6*+%-0'55" " " )4#&' " )4#&' )4#&' " " " )4#&' " )4#&' %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 8'46+%#.4'+0(14%+0)6#$.'2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 8'0''414 5.#$Ä10Ä)4#&' $;16*'45 (170+10 9#..5''5 911&(.114 5;56'/$; 16*'45 (4#/+0)$;16*'45 *+)*/#:Z 6*+%-/+0 56'//+0911&(.114 5;56'/$; 16*'45 (4#/+0)$;16*'45 /+06*+%-56'/ &19'.5"1% '/$'&&'&+061 .19'49#.. (170+10 9#..5''5 8'0''414 5.#$Ä10Ä)4#&' $;16*'45 8'0''414 5.#$Ä10Ä)4#&' $;16*'45 (170+109#.. 5''5145 (4#/+0)$; 16*'45 *+)*/#: Z6*+%-/+0 56'/ 6*+%-0'5561 /#6%*5+.. 2.#6'Ä/#:8'0''414 5.#$Ä10Ä)4#&' $;16*'45 (170+109#.. 5''5 5.#$Ä10Ä)4#&' (4#/+0)$; 16*'45 /+06*+%- 56'/ &'6#+."*+)*)4#&' 5+/"010Ä$'#4+0) &'6#+.".11-176 5+/"(41569#.. &'6#+."(41569#..5 Y.19)4#&' &'6#+.".19)4#&' 5+/"010Ä$'#4+0) %.'#4 /+0/#:&19'.5" 1% '/$'&&'& +061.19'4 9#.. %'06'4 +056'/9#.. 5.12')4#&' #9#;(41/ (170+10 5.12')4#&' #9#;(41/ (170+10 5.12')4#&' #9#;(41/ (170+10 5.12')4#&' #9#;(41/ (170+10 016' +0%4'#5'564+2(116+0)9+&6*#6#..9#..55722146+0)/14'6*#0Ä1(8'0''4 9+&6*61+0%4'#5'$;6*+%-0'551(8'0''4/7.6+2.+'&$;07/$'41(5614+'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 $4+%-.'&)'&'6#+.5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 #0%*14$1.65Y076 6*+%- Z14537#4'9#5*'45''5 (1452#%+0) '/$'&/+0 Ä/'6#.564#2#0%*14561$' +056#..'/#07(#%674'4 '37+8#.'0652#%+0) (.1145;56'/6;2' 5+<'#0&52#%+0)61$' &'6'4/+0'&$;16*'45 4+/$1#4&14$4#%+0) /#6'4+#.$;16*'45 Z5+..2.#6'/+0+/7/ (.114615+..%100'%6+10#6 '#%*/'/$'45''6#$.'$'.19 9#5*'461$'%1706'4570- (.75*Y6121(5+..2.#6' 5''(7..*'+)*69#..5'%6+10 105(14(170+109#.. 4'37+4'/'065 5.12')4#&'#9#; (41/(170+10 /+064755,1+56%100'%6+10(14(7..*'+)*69#..5 $#%-(+..6;2'%.'#4*'+)*6 5''5 (.114/'/$'4 52#%+0) Ä Ä Ä # Z6120#+.5#6'#%*/'/$'4 5#0& 25((6 5#0&;%.#; 25((6 %.#; 25((6 # # # # # # # $ # # $ $ $ $ $ % % % & & & & & & & % %100'%6+10# Z6120#+.5#6'#%*/'/$'4%100'%6+10$ Z6120#+.5 /'%*#0+%#.%.+25 5+/2510#752/2#14752.,%#6 '#%*/'/$'4 %100'%6+10% %100'%6+10& Z6120#+.5 /'%*#0+%#.%.+25 5+/2510(9#0< 14752.,3 14 5+/2510#U 752/2#U #6'#%*/'/$'4 (9#0<61$'75'&9+6*#/+015$4+/#0&.1%#6'&Y+01('#%*/'/$'49+6*(.11464755'5 (9#0</756$'+0%106#%69+6*#6475514#/+0+/7/Z%106+07175$1661/$4#%'/756$'+02.#%' .,3+561$'#224124+#6'.;5+<'&$#5'&10/'/$'49+&6* /'/$'4/756$'#/+0+/7/1(9+&'(142.#%'/'061( 5+/2510#U 752/2#U %100'%6+105#4'%.#55+(+'=&9+6*&$'+0)6*'56410)'56+6+5#%%'26#$.'6175'# 56410)'4%.#55%100'%6+106*#0016'&+06*'6#$.'#$18' Z5+..2.#6'61$'75'&Y /#:+/7/1(18'4*#0) /#+06#+0'&)'&+56#0%' 61$16*%10%4'6'#0&+05+&' 1(5+..2.#6' Ä8'46+%#..1#& 64#05('4$;5722.+'4 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 (.114$'#4+0)%100'%6+105 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 #0%*14$1.6#0&010Ä$'#4+0)9#..$.1%-+0)52#%+0)(14(7..*'+)*69#..5 #.6'40#6+8'61%1&'6#$.'4 $#%-(+..6;2' %.'#4*'+)*6 5''5 $#%-(+..*'+)*6 5''5 Ä Ä Ä Ä Ä Ä Ä Ä14.'55 Ä Ä Ä Ä14.'55 '21:+'&6*4'#&'&41&Y'/$'&/#;$'75'ʌ#%+0)5*190 5#0& 25((6 5#0&;%.#; 25((6 %.#; 25((6 Ä14.'55 #.6'40#6+8'#0%*1452#%+0)(14(7..*'+)*69#..5 #.6'40#6+8'61%1&'6#$.'4 $#%-(+..6;2'%.'#4*'+)*6 5''5 $#%-(+..*'+)*6 5''5 Ä Ä Ä Ä Ä Ä Ä Ä14.'55 Ä Ä Ä Ä14.'55 #22.+'561/#$(#/#$(#/#5(#':2#05+10$1.6Y'/$'& 5'.(Ä%766+0)#0%*14$1.6Y'/$'&145+/2510(9#<#0%*14 5#0& 25((6 5#0&;%.#; 25((6 %.#; 25((6 Ä14.'55 0# 0# %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 #0%*1452#%+0)6#$.'5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄ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Ä,1+561416*'4/#07(#%674'&/#6'4+#.#66#%*$.1%-+0)61,1+565Y61'0#+.5'#%*'0&,1+565$;16*'455''5(1452#%+0)1($.1%-+0)5;56'/5*190016'5 /#+0.'8'.(.1145*'#6*+0)61$'2.;911&15$2.#%'&+056#))'4'&2#66'400#+.'&YZ.10)0#+.5"1%#62#0'.5'&)'5 "1%"2#0'.+06'4+14572214651('37+8#.'06 0#+.5+0$.1%-+0)#4'61$'2.#%'&57%*6*#66*'911&&1'501652.+6 $.1%-+0)/'/$'455*190/#;$'4'2.#%'&9+6*24'Ä/#07(#%674'&6475556;.'14(7..&'26*/'/$'4$.1%-+0)57%*#5+Ä,1+5614.8.&'5+)0'&(142170&.#6'4#.%1/24'55+8'.1#&0#+.+0)5*190+561$'75'/+0+/7/ $.1%-+0)&1'5016*#8'61$'2.#%'&+0#&,#%'06$#;5+(4'37+4'&75'#&&+6+10#.Z52#%'45#55*190+0(+45652#%' *1.'5/#;$'+056#..'&+0$.1%-+0)+(4'37+4'&7261+0&+#/'6'4/#+06#+0'&)'&+56#0%' %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 010$'#4+0),1+56$.1%-+0)&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 0#+.5*'#6*+0)61$.1%-+0)64755'5Y Z.10)0#+.5&7%6/'%*#0+%#. #54'37+4'& $;16*'45(4#/+0)$;16*'45Z.10)0#+.5"1%4+/64755$;16*'456120#+.4+/615+..Y/+01( Z.10)0#+.5'#%*5+&'1($.1%-+0)146;2'&%100'%614"$.1%-+0)5''5Z/+05+..2.#6'(170+109#..5''16*'45*''65(14#0%*145 9#..+0(15.12')4#&'#9#;(41/(170+10+(4'37+4'&2418+&'Z/+052#%'45612 $1661/#6/'%*#0+%#.706+.52#%'5+09*+%*$.1%-+0)%#0$'+056#..'&61'0#+.61(.114/'/$'45Y Z.10)0#+.52.;911&15$10'5+&'1($.1%-+0)Y Z.10)0#+.5612 $1661/142.;911&15$'#%*5+&'1($.1%-+0)'#%*Y Z.10)0#+.5612 $1661/2418+&'Z/+0$.1%-+0)612 $1661/1(64755'5#54'37+4'&61#%*+'8'0#+.+0)5*190+056#..Y Z.10)61'0#+.564755'5$;16*'45016'5 /#+0.'8'.(.1145*'#6*+0)61$'2.;911&15$2.#%'&+056#))'4'&2#66'400#+.'&YZ.10)0#+.5"1%#62#0'.5'&)'5 "1%"2#0'.+06'4+14572214651('37+8#.'06 0#+.5+0$.1%-+0)#4'61$'2.#%'&57%*6*#66*'911&&1'501652.+6 $.1%-+0)/'/$'455*190/#;$'4'2.#%'&9+6*24'Ä/#07(#%674'&6475556;.'14(7..&'26*/'/$'4$.1%-+0)57%*#5+Ä,1+5614.8.&'5+)0'&(142170&.#6'4#.%1/24'55+8'.1#&0#+.+0)5*190+561$'75'/+0+/7/ $.1%-+0)&1'5016*#8'61$'2.#%'&+0#&,#%'06$#;5+(4'37+4'&75'#&&+6+10#.Z52#%'45#55*190+0(+45652#%' *1.'5/#;$'+056#..'&+0$.1%-+0)+(4'37+4'&7261+0&+#/'6'4/#+06#+0'&)'&+56#0%'5''5(1452#%+0)1($.1%-+0)5;56'/5*190 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 010Ä$'#4+0)64755$.1%-+0)&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#:Ä/#:Ä/+012'0+0)Ä/+0Ä'#%*9#;/+0 6;25.12')4#&'#9#; (41/(170+10 *14+<106#.$#45" 1%%'06'4'&+0 9#..5.#2#4170& %140'45#0&*11- +061(170+109#.. "'#%*5+&' 4'('461 5(14*14<$#4 4'37+4'/'065Y %+29#..5 /+0%+2 %10%4'6'9#.. 8'46+%#.$#45" '#%*1765+&' %140'41(9'.. ZÄ&19'." '#%*1765+&' %140'41(9'.. /+0'/$'& 9+&'Z6*+%-/+0 564+2(116+0) *14+<106#. $#4#66121(9#.. *14+<106#.$#45 612 $1661/1( .+06'.':6'0&/+0 2#5612'0+0)'#%* '0& 911&1456''. 126+10$;16*'45 9#..$';10& 2.#%' 8'46+%#. $#45(7..*'+)*6#0& 10'#0%*14Y+01( 12'0+0)'#%*'0& /+0%+2 %10%4'6'9#.. 5.#$Ä10Ä)4#&' 704'+0(14%'&%10%4'6' 564+2(116+0)5''(7.. *'+)*69#..5'%6+105 .11-176 9#.. 5''5 )4#07.#4 /#6'4+#. 5#0& 5.12' 9+0&199'.. .#&&'4 '5%#2' /'#05$; 16*'45 Ä'#%*9#;/#: (.1145;56'/$;16*'45 &10162.#%')+4&'4514 $'#/518'4%10%4'6'.+06'. &'5+)0'&(142.( +(%10%4'6'126+10#.4+)+&+057.#6+10Y+09+0&199'..#6 6*'&+5%4'6+101(6*'$7+.&'4(14#&&+6+10#. (41562416'%6+10#54'37+4'&2'45+6'&'5+)0 /+0 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 9+0&199'..&'6#+.2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Ä/#: /+0 )4#& ' . + 0 'Ä/#:Ä/#:Ä/#:5''$#5'/'069#..&'6#+.5''.11-1769#..&'6#+.5+/%105647%65+/.11-1769#..Y/+0 *14+<$#45/+0 5555.#$Ä10Ä)4#&'$';10& %10%4'6'564+2(116+0)56'2&190 #54'3&(14(41562416'%6+10 #6010Ä$'#4+0)9#..5 .1%#6'$.1%-+0)&'6#+.5 55 #6'0&1((7.. *'+)*69#.. 2418+&' #&&+6+10#.$#45"'0& 1((7..*'+)*69#..5')/'06.1%#6'& (41/+05+&'9#..(#%' (.114(4#/+0)#$18'$;16*'45 +0(+..911&(4#/+0)$;16*'45 %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT ,CPWCT[5 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG <KR /0 -KNOGT.CPG0QTVJ 5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO %+2%10%4'6'(170+10 )7+&'.+0'&4#9+0)5 56'22+0)&1909#..9+6*)4#&' &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. 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 17918 Hawksbill Dr Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday, November 4, 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:Wednesday, November 4, 2020 Client Name:Country Joe Homes Client Address:17918 Hawksbill Dr 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:1,134 CFM Per Square ft.:0.292 Square ft. of Room Area:3,889 Square ft. Per Ton:1,398 Volume (ft³):23,433 Building Loads Total Heating Required Including Ventilation Air:61,301 Btuh 61.301 MBH Total Sensible Gain:25,477 Btuh 76 % Total Latent Gain:7,897 Btuh 24 % Total Cooling Required Including Ventilation Air:33,374 Btuh 2.78 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\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM 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 145 CFM 74 CFM Infiltration Actual:0.300 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 23,433 X 23,433 7,027 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:117 CFM 0 CFM Total Building Ventilation:85 CFM 85 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 (145 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (74 CFM), Construction: Average C:\Users\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM 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 2.78 1,398 3,889 25,477 7,897 33,374 61,301 694 1,134 1,134 System 1 2.78 1,398 3,889 25,477 7,897 33,374 61,301 694 1,134 1,134 12x16 Ventilation 1,270 2,097 3,367 7,892 Return Duct 0 0 0 1,533 Humidification 4,450 Zone 1 3,889 24,207 5,800 30,007 47,426 694 1,134 1,134 12x16 1-Lower Level 1,226 4,787 1,400 6,187 9,427 138 224 224 3--6 2-Main Level 1,226 9,648 2,400 12,048 17,921 262 452 452 5--6 3-Upper Level 1,437 9,772 2,000 11,772 20,078 294 458 458 5--6 C:\Users\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM 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 Reg Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 380.7 138 224 224 3--6 2-Main Level Built-In 0 750 0.01 0.1 460.4 262 452 452 5--6 3-Upper Level Built-In 0 750 0.01 0.1 466.3 294 458 458 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 850.5 694 1,134 1,134 12x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:694 Cooling Flow:1134 C:\Users\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM 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-289 7,289 0 4,800 4,800 4agdoor: Glazing-42 1,060 0 706 706 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, above grade U-value 0.083 992 4,314 0 0 0 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054, above grade U-value 0.083 112 526 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 2483 14,041 0 1,549 1,549 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 1437 2,750 0 1,549 1,549 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 1226 2,880 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 211 642 0 66 66 Subtotals for structure:35,019 0 9,106 9,106 People:6 1,200 1,380 2,580 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:3,065 0 0 0 Infiltration: Winter CFM: 117, Summer CFM: 0 10,874 0 0 0 Ventilation: Winter CFM: 85, Summer CFM: 85 7,892 2,097 1,270 3,367 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 12.13 gal/day :4,450 0 0 0 AED Excursion:0 0 324 324 Total Building Load Totals:61,301 7,897 25,477 33,374 Check Figures Total Building Supply CFM:1,134 CFM Per Square ft.:0.292 Square ft. of Room Area:3,889 Square ft. Per Ton:1,398 Volume (ft³):23,433 Building Loads Total Heating Required Including Ventilation Air:61,301 Btuh 61.301 MBH Total Sensible Gain:25,477 Btuh 76 % Total Latent Gain:7,897 Btuh 24 % Total Cooling Required Including Ventilation Air:33,374 Btuh 2.78 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\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM 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:1,226.0 sq.ft.Supply Air:224 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.4 AC/hr Volume:9,808 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:17 CFM Runout Air:75 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:17 CFM Runout Air Velocity:381 ft./min.Percent of Supply:7 % Runout Air Velocity:381 ft./min.Actual Winter Infil.:5 CFM Actual Loss:0.091 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 48 X 8 - Abv. grade U-value 0.083 384 0.050 4.4 1,670 0.0 0 0 E -Wall-15B0-10sf-4 28 X 4 - Abv. grade U-value 0.083 112 0.054 4.7 526 0.0 0 0 S -Wall-15B0-10sf-8 48 X 8 - Abv. grade U-value 0.083 384 0.050 4.4 1,670 0.0 0 0 W -Wall-15B0-10sf-8 28 X 8 - Abv. grade U-value 0.083 224 0.050 4.4 974 0.0 0 0 E -Wall-12F-0bw 28 X 4 94.5 0.065 5.7 534 0.6 0 59 E -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 Floor-21A-20 1 X 1226 1226 0.027 2.3 2,880 0.0 0 0 Subtotals for Structure:8,696 0 588 Infil.: Win.: 4.6, Sum.: 0.0 112 3.804 426 0.000 0 0 Ductwork:305 0 AED Excursion:64 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:9,427 1,400 4,787 C:\Users\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM 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:1,226.0 sq.ft.Supply Air:452 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:11,034 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:32 CFM Runout Air:90 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:34 CFM Runout Air Velocity:460 ft./min.Percent of Supply:7 % Runout Air Velocity:460 ft./min.Actual Winter Infil.:56 CFM Actual Loss:0.133 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 48 X 9 357 0.065 5.7 2,019 0.6 0 223 E -Wall-12F-0bw 28 X 9 252 0.065 5.7 1,425 0.6 0 157 S -Wall-12F-0bw 48 X 9 313.8 0.065 5.7 1,774 0.6 0 196 W -Wall-12F-0bw 28 X 9 244 0.065 5.7 1,380 0.6 0 152 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)33 0.290 25.2 832 9.4 0 310 S -Gls-4a shgc-0.28 0%S (3)24 0.290 25.2 606 16.8 0 402 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 S -Gls-4a shgc-0.28 0%S (2)27.5 0.290 25.2 694 16.8 0 462 S -Gls-4a shgc-0.28 0%S 24.8 0.290 25.2 624 16.8 0 416 W -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 30.3 0 242 Subtotals for Structure:12,133 0 3,702 Infil.: Win.: 56.1, Sum.: 0.0 1,368 3.808 5,209 0.000 0 0 Ductwork:579 0 AED Excursion:129 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:17,921 2,400 9,648 C:\Users\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Upper 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:1,437.0 sq.ft.Supply Air:458 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.4 AC/hr Volume:11,496 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:36 CFM Runout Air:92 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:34 CFM Runout Air Velocity:466 ft./min.Percent of Supply:7 % Runout Air Velocity:466 ft./min.Actual Winter Infil.:56 CFM Actual Loss:0.136 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 48 X 8 317.8 0.065 5.7 1,797 0.6 0 198 E -Wall-12F-0bw 38 X 8 293.5 0.065 5.7 1,660 0.6 0 183 S -Wall-12F-0bw 48 X 8 321.5 0.065 5.7 1,818 0.6 0 201 W -Wall-12F-0bw 38 X 8 289 0.065 5.7 1,634 0.6 0 180 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 10.5 0.290 25.2 265 30.2 0 317 S -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S (2)17.5 0.290 25.2 442 16.8 0 294 W -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 UP-Ceil-16B-44 1437 X 1 1437 0.022 1.9 2,750 1.1 0 1,549 Floor-20P-30 1 X 211 211 0.035 3.0 642 0.3 0 66 Subtotals for Structure:14,190 0 4,816 Infil.: Win.: 56.4, Sum.: 0.0 1,376 3.807 5,239 0.000 0 0 Ductwork:649 0 AED Excursion:131 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:20,078 2,000 9,772 C:\Users\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM 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 1,226 9,427 138 3-6 381 4,787 1,400 224 224 2 Main Level 1,226 17,921 262 5-6 460 9,648 2,400 452 452 3 Upper Level 1,437 20,078 294 5-6 466 9,772 2,000 458 458 Ventilation 7,892 1,270 2,097 Humidification 4,450 Return Duct 1,533 0 0 System 1 total 3,889 61,301 694 25,477 7,897 1,134 1,134 System 1 Main Trunk Size:12x16 in. Velocity:851 ft./min Loss per 100 ft.:0.105 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.78 76% / 24%25,477 7,897 33,374 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\scarley\Desktop\17918 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:00 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Date Certificate Posted Mailing Address of the Dwelling or Dwelling Unit City 17918 Hawksbill Dr 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 912SD480080 WEC100C2X045 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 61,301 25,477 33,374 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 11/30/2020XKP