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LA186839 - 17914 Hawksbill Dr Permit Pack
Summers Creek 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 FLOORTOTAL2,232 SF--GARAGEBASEMENTFLOOR AREAFINISHED-648 SFUNFINISHED200 AMP SERVICEGARAGE LEFTSECOND FLOOR1,204 SF-SIDEWALK58 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE941 SF614 SF2x4 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"DE-FULL BASEMENTSUMMERS CREEKLOT 4 , BLOCK 2 17914 HAWKSBILL DRIVEINVENTORY HOMELAKEVILLE, 55044ELEVATION BNOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"1,028 SF1,028 SF6'-5-1/2"2018 BUILDING CODE2015 ENERGY CODE2'-018"4'-038"14'-438"4'-038"1'-434"1'-434"3'-6"2'-014"9'-118"3'-214"SHEETROCK6'-312"2'-018"LINE OFLINE OFFIREPLACESHEETROCK4'-51 8"4'-8" 4'-8"2'-014"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"TILE1'-5"6"2'-614"2'-178"GreatRoom4'-818"GAS FIREPLACE6'-0"B24x24 FIXED24x24" FIXED(2) 2x10(2) 2x1015'-1"2'-3"6'-0"2'-178"4'-478"1'-5"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 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'-0"GaragePorchWOOD666'-6"4'-0"2'-6"2'-0"SIDEWALK 58 SF3'-6"4'-0"12'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION8'-4" TALL FOUNDATION 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 PIPE11-03-20A-0COVER SHEETROCKFORD 3 - 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/11/2020dmathews SCALE: 1/4" = 1'-0"A-11FRONT ELEVATION - B - 4TH BEDROOM OPT.8'-4"9'-11 8"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'8'-11 8"12812" RAKE END OVERHANG1'-0"4:128'-5"1'-6"1'-6"FOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSUSE 1/2" OSB SHEATHING6" HARDIE FREEZE BD.6" HARDIE FREEZE BD.WOOD DECKDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)12" RAKE6" WINDOW TRIMHARDIE COLORPLUSHARDIE SKIRT1ST FLRSUBFLOORELEV.109'-6 18""T.O. MAINFND. WALLELEV.108'-4"WALL PLATEELEV.118'-7 1/4"2ND FLRSUBFLOORELEV.119'-7 7/8"WALL PLATEELEV.127'-9"1ST FLRSUBFLOORELEV.109'-6 18""1'-6"1281'-6"1286:12128VINYL SIDINGSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESGARAGE PLATEPLATE 117'-11-1/8"FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.4:12HARDIE BOARD & BATTEN12" O.C. SPACINGHARDIE BOARD & BATTEN12" O.C. SPACINGSTONE RETURN11-03-20ELEVATIONSROCKFORD A-1TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 SCALE: 1/8" = 1'-0"RIGHT ELEVATION3A-2A-2LEFT ELEVATION2SCALE: 1/8" = 1'-0"A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"ROOF PLANA-241ST FLOORELEV. 109'-6-1/8"2ND FLRELEV.119'-7 7/8"9'-11 8"T.O. SLABELEV.100'-4"VINYLSIDINGGAS F.P.VENT8:1230'-0"1'-0"1'-6"WALL PLATEELEV.127'-9"1'-0"8:121'-0"8:12EGRESSWINDOW4:121'-0"4:12GARAGEWALLPLATE117'-11-1/8"6:121ST FLOOR2ND FLRELEV.119'-7 7/8"T.O. SLABELEV.100'-4"WALL PLATEELEV.127'-9"ELEV. 109'-6-1/8"1281'-0"128ELEV. 109'-6-1/8"1ST FLOOR8 ROOF VENTS1'-0"1'-0"1'-6"8:128:128:126:126:128:128:124:12 1'-0"8:128:124:12 18" M IN . 1'-0" 1'-0" 1'-0" 5'-0"1'-6"1261ST FLOORELEV. 109'-6-1/8"2ND FLRSUBFLOORELEV.119'-7 7/8"9'-118"WALL PLATEELEV.118'-7 1/4"1'-0"VINYLSIDINGT.O. SLABELEV.100'-4"1'-6"22'-0"8:1222'-6"6"21'-6"GARAGE WALL PLATE117'-11-1/8"1'-0"126VINYLSIDINGROCKFORD11-03-20ELEVATIONSA-24 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670ELEVATION - Secure door closed until deck isconstructed with a separate permit. FURN.WATERHEATERMechanicalRoom4" CONC. SLAB166 SFFLR.DRN.SUMPFutureBedroom4" CONC. SLABHVAC SOFFIT40'-0"11-7/8" LVL JOISTS @ 16" O.C.T.O. 6" CURBEL. 108'-4"T.O. FOOTINGELEV. 100'-0"T.O. 6" CURBEL. 108'-4"Unexcavated4" CONC. SLABFutureFamily Room30'-0"18'-0"6'-0" 44'-0"22'-6" 8" 21'-6" 15'-1" 8'-834"BASEMENT PLANA-31SCALE: 1/4" = 1'-0"22'-0" SLOPE SLAB FOR DRAINAGE VARIEST.O. SLABT.O. 8" WALLEL. 107'-8"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"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. 107'-8"EL. 104'-4"T.O. FTG.19'-0"11'-0"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED3 7 ' - 4 5 8"36'-4"6'-0"48'-0"30'-0"(2) 2x101'-0"5'-0"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDEL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL8'-0" (3) 2x10 2'-6" 60x42 SLIDER D4'-0"66-1/2" M.O.2" BRICK LEDGEEL. 107'-8"36"x36"x12" FTG. PADHOSEBIBHOSEBIB2x8 PORCH LEDGERFTGS. TYP.24"x24"LINE OF PORCH ABOVE7'-0"10'-0"2'-0"2'-0"1'-0"5'-0"(2) 2x108'-33 4"UP 15R28"Stairs4'-3"6'-612"4'-6"HALF WALL17'-2" 6'-214" 32"4' BI-FOLD4'-7"11'-712"8'-214"13'-934"6" CURB ON TOP OFFOOTINGS AT INTERIORBEARING WALLS (TYPICAL)TOP OF CURB FLUSH WITHTOP OF BASEMENT SLAB10'-234"11'-934"6'-4"50'-0"4 5 ' - 7 13 1 6 " 8'-4" TALL FOUNDATION WALLT.O. SLABEL. 100'-4"8" x 20" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIX12" CONC. PIERSSHOULD BE THEPORCH FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEP11-7/8" LSL JOISTS @ 16" O.C.CDS8" x 20" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIX1A-61A-78'-21 4" 2'-0" VOID ALLOW FOR SEWER24" VOID TOFutureBath4" CONC. SLAB40 SF (FLR)28"30"48x3411'-834"(2) 9-1/2" LSL 3 x 5 PS L DROPPED11'-834"(1) 11-7/8" LSLELEVATION B ADD36"x36"x12" FTG. PAD14'-11"BEAM POCKET6" WIDE x 12-1/2" TALL(3) 1-3/4" x11-7/8" LVL - DROPPED36"x36"x12" FTG. PAD8'-0"ADD FOOTING W/ELEVATION A( 4 ) 2 X 6 (1) 11-7/8" LVL BEDROOMSTAIRREC ROOMBATHMECHANICALTOTAL176 SF86 SF490 SF72 SF166 SF1,028 SFROOM SIZESMIN. 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"DE6'-11-3/8"6'-5-1/2"BASEMENT PLANA-310-8-20TWO STORY ROCKFORD LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/12/2021dmathewsL/L Finish added to existing permitLA186839 SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN A-4 1 ELEVATION B 2'-614"2'-178"(2) 36"x66" MULLED Garage @ 19.2" O.C.20" FLR TRUSSUPPER LEVEL WALL LINE @ ELEV. C Great Room CARPET Foyer WOOD 20 MINUTE FIRE RATED DOOR RO0F TRUSSES @ 24" O.C.MONO TRUSSES@ 24" O.C. BEAM PER MFG. SPEC 30'-0" 8'x8' O.H. DOOR 6'-0"9'-0"5'-11"30'-0"8'-7"22'-0"4'-3"22'-6"6'-0"9'-91 2" 18'-0" 8'-0" 1'-6"16'-0" 19'-0" 1'-6" (2) 1-3/4"x11-7/8" LSL - CONT. 16'x8' O.H. DOOR 1'-6"1'-6"8'-0" 11'-0"44'-0"2'-0"ROOF GIRDER 4'-818"GAS FIREPLACE6'-0"(2) 2x10 B A 24x24 FIXED24x24" FIXED(2) 2x10RAILING TO LANDING 48'-0"6'-0"6'-0"6'-0" 66 Porch WOOD 7'-0"10'-0" 1'-0"5'-0"6'-0"5'-0"3'-6" (2) 1-3/4"x7-1/4" LSL 6 6 (2) 1-3/4"x7-1/4" LSL32"Stairs 5'-93 4"3'-214"2'-0"2'-0" 12'-0"14'-0"(2) 2x10(2) 2x10(2) 20" LVL'S 11'-9"15'-1"BOTTOM OF GARAGE DOOR SHOULD BE SET 4" DOWN FROM TOP OF POURED WALL START SLAB AT TOP OF WALL AT BACK OFOF WALL AT BACK OF GARAGE PORTAL FRAME PORTAL FRAME 4'-838"36"32"PANELACCESSATTIC22x30LET BEAM INTO WALL LINE OF 2ND FLR.8'-0"8'-0"Study CARPET24" 11'-934"SEE FRAMING PLAN11-7/8" TJI JOISTS SEE FRAMING PLAN11-7/8" TJI JOISTS6'-0"1 A-6 18'-0"8'-214"24"Pantry WOOD BENCH5'-0" BI-FOLDMud Room VINYL 36" DRYWALLOPENING (+96") 28"REF.GASRANGEBath WOOD 37 SF (FLR)5'-0"24"7'-21 4" 24"17'-8"ROD & SHELF 2'-7"3'-4"ROD & SHELF2'-6" 6'-81 4" 40'-0" D.W.3'-9"4'-2"2'-0"69"x 24"ISLANDTOP SIZE 72x42 5'-9"3'-6"(2) 4" LEGS 7'-0"4'-012"1'-412"6'-0" X 8'-0" PATIO 12'-3"12'-2"3'-314"Dining Room WOOD 4'-8"12'-4"2'-3"6'-0"2'-178"11'-8" 2'-6" 4'-61 2" 4'-9"8'-214"4'-358"4'-2"6'-0"10'-134" 15'-0"4'-3"1'-8"B 20'-0"1 A-7 36x48 SH C 54x66 FIXED (2) 2x10 30x66 30x66 2- 2 x 6 2- 2 x 6 B Kitchen WOOD (2) 11-7/8" LSL - FLUSH (1) 11-7/8 LSL - FLUSH O.C. (LANDING) 2x8 @ 16" DN UP 1/2" SHEATHING - EXT. TYPICAL GARAGE WALL 2x4 & 2x6 STUD WALLS @ 16" O.C. W/ 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. 2x6 WALL 18'-312" S 14'-11"24x24" FIXEDDROP GARAGE 8-1/8" FOR 2ND FLOOR OVER GARAGE 1'-0"(1) 1-3/4" x 11-7/8" LSL(1) 1-1/2" x 11-7/8" LSL(2) 2x10 7'-1114"WINDOW SILLS MORE THAN 6" ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE. (2 ) 2 x 6(2) 2x6(2) 2x10(2) 2x10(2) 2x10 (2) 2x12 (2) 1-3/4x 11-7/8" LSL - FLUSH (2) 2X10 (2) 2x10(2) 11-7/8" LSL - FLUSH (1) 11-7/8 LSL - FLUSH (3) 2x6(2) 2x10(2) 2x10 (4) 2x6(3) 2x6(3) 2x6(2) 2x9.5" LSL (2 ) 2 x 6(2) 2x6(2) 2x10 2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND FINISHED ROOM SIZES STUDY - CARPET GREAT ROOM - CARPET 76 SF 197 SF STAIRS - CARPET 78 SF KITCHEN/DINE/FOYER - WOOD 426 SF MUD ROOM & W.I.C. - VINYL 81 SF POWDER BATH - WOOD 37 SF ELEVATION - B MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D E 6'-5-1/2" 6'-11-3/8"ROCKFORD10-8-20 FIRST FLOOR PLAN A-44 BEDROOMTWO STORYLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670BWPs Above 5 5 5 5 5 5 5 3 5 3.254.5 5 5 PFH PFH DN 16RRO0F TRUSSES@ 24" O.C.30'-0"5'-0"11'-112"5'-412" 31'-0"11'-734"22'-0" 5'-912" 22'-6" 6'-734"11'-734"18'-0"8'-0"SCALE: 1/4" = 1'-0"FIRST FLOOR PLAN - ELEV. B W/ OPTIONAL MASTER BATHA-5119'-0"11'-0"44'-0"48'-0"6'-0" 5'-0"6'-0"5'-0"Stairs6'-0"3'-0"12'-0"14'-0" 9'-634" 11'-11"START SLAB AT TOPOF WALL AT BACK OFOF WALL AT BACK OFGARAGE8'-2"6'-0" 8'-0"11'-734"1A-718'-0"7'-91 2"4'-6"7'-134"6'-812"40'-0"7'-734"4'-334"14'-312"7'-8"42"HIGH WALLW/ WOOD CAPS60x3230"30"30"28"W D 11'-734"32"48x48(2) 2X10A4' BI-FOLD4' BI-FOLDROD & SHELFW.I.C.Carpet3'-1134"30"2'-0"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING8'-9-1/8")2'-0"2'-7"28"28"GIRDER TRUSS(2) 36X60 MULLED(2) 2x10A6'-0"6'-0"(2) 36X60 MULLED(2) 2x10AROD & SHELF24x2412'-0"3'-0"6'-0"36x60(2) 2x10A48x3430X482'-114"ROD & SHELF28"W.I.C.CarpetBedroom #2CARPETBedroom #3CARPET28"1A-66'-6"Bedroom #4CARPETGIRDER TRUSSSSSSCDMasterBedroomBathVINYL35 SF (FLR)LaundryVINYL57 SF (FLR)13'-103 4"6'-5"HallCARPET(2) 2x105'-612"6'-114"6'-5"(2) 2x102'-0"HallCARPETMasterBathVINYL76 SF (FLR)WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.6'-414"5'-312"ROD & SHELF36x60A1'-1134"2'-034"4"10'-3"4"36x60A66" VANITY 72"x36" SLIDE IN TUB 6'-0" ONE ROW OF TILE ON THE WALL ABOVE THE TUB FRAME WALL@ (+42") W/CORIAN CAPEA3'-6" ROOF GIRDER(3) 2x6(2) 9-1/2" LSL(2) 2x10PANELACCESSATTIC22x309'-1114"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"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"E6-5-1/2"FINISHED ROOM SIZESMASTER BEDROOMLAUNDRY - VINYLMASTER BATH - VINYL185 SF57 SFHALLWAYBEDROOM # 2142 SFBEDROOM # 3152 SFBATH - VINYL56 SFMASTER W.I.C.THE TOTALS FOR FLOORING ARE ON FLOOR PLANBEDROOM # 4151 SF114 SF98 SF63 SFROCKFORD11-03-20SECOND FLOORA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670Temper6333-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). SCALE: 1/4" = 1'-0"BUILDING SECTION - ELEV. BA-618" x 20" CONC. FTG'S4" CONCRETE SLABTYPICAL11-7/8" LSL JOISTS @ 16" O.C.8'-4" 7'-8"T.O. 6" CURBELEV. 108'-4"BOTTOM OF ALL FOOTINGS TO BE 42" MINIMUMBELOW FINISH GRADE RESTING ON UNDISTURBED SOIL1288'-5"1'-6"9'-21 8"10'-13 4" 8'-11 8"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"20" FLOOR TRUSSESHVAC SOFFITBEYONDBEDROOM #4BEDROOM #2FoyerGarage4" 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/R-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOFR-49 ROOF INSULATIONTRUSSES @ 24" O.C.PRE-ENGINEERED ROOFBASEMENT11-7/8" TJI JOISTS @ 16" O.C.9'-11 8"DROP GARAGE WALL 8-1/8"818"5,000 LB. FOOTINGSTRENGTH MIX8'-4" 1'-158"HEEL HALLStudy1'-0"1286:121281'-21 8"1'-05 8"1ST FLRSUBFLOORELEV.109'-6 18""2ND FLRSUBFLOORELEV.119'-7 7/8"WALL PLATEELEV.127'-9"T.O. MAINFND. WALLELEV.108'-4"WALL PLATEELEV.118'-7 1/4"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"ROCKFORD11-03-20SECTIONA-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'SPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL8'-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 FLOOR9'-118"1178" 34" 34" 117 8"ELEV. 127'-9"2ND FLOOR CLG.BOISE RIM BOARD1-1/8" OSB RIM BOARDWATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE RIM BOARD1-1/8" OSB RIM BOARD2x6 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-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.MIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONR-20 SPRAY FOAM @ RIMR-20 SPRAY FOAM @ RIM(R-20)(R-20)5,000 LB. FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY8'-4" CONCRETE WALLS3/4" OSB FLOOR SHEATHINGGLUED AND NAILED3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDINGRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" 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 EAVES8'-4" WALLS - (1) 2x6 TOP PLATE FIRE 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.11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)ROCKFORD11-03-20SECTIONA-7TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. 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$4#%'&9#...+0' Ä(6 $4#%'& 9#...+0' Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 '.'8#6+10$ ProductsPlotID Length Product Plies Net Qty1-11.875" LVL-22' 22' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 1 13-11.875" LVL-12' 12' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 33x5 PSL 10' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 1 1TS1 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 13TS2 22' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 8TS3 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 81-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 92-2x10 Trtd. 12' 0" 2 X 10 SP No.1 P 2 22-2x10 Trtd. 8' 0" 2 X 10 SP No.1 P 2 2 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH2 4 Simpson LUS210 8- 10dx1.5 - 4- 10d NoCSCSCSCSCS3-11.875" LVL-12'2-9.5" LSL-8'1-11.875" LSL-10'3x5 PSL2-2x10 Trtd.2-2x10 Trtd.RimRimRimRimRimRimRimSquash Blocking1-11.875" LVL-22'Solid BlockingRimRound 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 holesSquash BlockingH13-2x10-6'TS316" O.C.TS216" O.C.TS116" O.C.H24-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17914 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:RockfordJob Number:24469Lyman 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 *** Framing Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH2 2 User HUCQ1.81/11-SDS Not RequiredH5 21 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoProductsPlotID Length Product Plies Net QtyF32' 32' 0" 11 7/8" TJI 210 joist 1 8F22' 22' 0" 11 7/8" TJI 210 joist 1 5F18' 18' 0" 11 7/8" TJI 210 joist 1 5F14' 14' 0" 11 7/8" TJI 210 joist 1 16F8' 8' 0" 11 7/8" TJI 210 joist 1 32-20" LVL-16' 16' 0" 1 3/4" x 20" 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-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 11-11.875" LSL-10' 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS1 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 12-7.25" 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 92x8 Flat Blocking 10' 3 1/2" 2x8 blocking (11 7/8" joist depth) 1 12-2x12-12' 12' 0" 2 x 12 SPF No.1/No.2 2 2Wall FramingPlotID Length Product Plies Net Qty2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-2x10-12' 12' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-8' 8' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-6' 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 10 Start Joist Layout Here. 16" o/cCSCSCS2-11.875" LSL-8'RimRimRimRimRimRimRim2x8 Flat Blocking1-11.875" LSL-10'TS21-11.875" LSL-18'TS12-2x10-12'2-2x10-4'2-2x10-4'2-2x10-4'2-2x10-8'2-2x10-6'2-2x10-8'2-2x10-4'2-11.875" LSL-6'2-11.875" LSL-20'E1 Alt2'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.2-7.25" LSL-20'2-9.5" LSL-4'2-20" LVL-16'RimRoof Girder1' 1"1' 7"2-2x10-4'H2H2H12-2x12-12'F14'16" O.C.F14'16" O.C.F14'16" O.C.F32'16" O.C.F18'16" O.C.F22'16" O.C.F8'16" O.C.H5H5H5H5H52 Trimmers2 Trimmers2 Trimmers4-2x62-2x62-2x63-2x6← Floor Trusses →3-2x69893#3-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17914 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:RockfordJob Number:24469Lyman 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 22-2x10-8' 8' 0" 2 x 10 SPF No.1/No.2 2 42-2x10-6' 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 82-2x10-8'2-2x10-4'2-2x10-4'2-2x10-4'2-9.5" LSL-4'2-2x10-6'2-2x10-8'Roof Girder2-2x10-4'2 Trimmers3-2x6Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17914 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:RockfordJob Number:24469Lyman 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. 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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 17914 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:17914 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:849 CFM Per Square ft.:0.260 Square ft. of Room Area:3,260 Square ft. Per Ton:1,547 Volume (ft³):19,765 Building Loads Total Heating Required Including Ventilation Air:58,580 Btuh 58.580 MBH Total Sensible Gain:19,321 Btuh 76 % Total Latent Gain:5,974 Btuh 24 % Total Cooling Required Including Ventilation Air:25,294 Btuh 2.11 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\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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 122 CFM 63 CFM Infiltration Actual:0.280 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 19,765 X 19,765 5,536 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:92 CFM 0 CFM Total Building Ventilation:80 CFM 80 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 (122 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (63 CFM), Construction: Average C:\Users\scarley\Desktop\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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 2.11 1,547 3,260 19,321 5,974 25,294 58,580 638 849 849 System 1 2.11 1,547 3,260 19,321 5,974 25,294 58,580 638 849 849 10x16 Ventilation 1,195 1,974 3,169 7,428 Return Duct 0 0 0 3,515 Humidification 3,915 Zone 1 3,260 18,125 4,000 22,125 43,723 638 849 849 10x16 1-Lower Level 1,028 2,909 900 3,809 8,944 130 136 136 2--6 2-Main Level 1,028 8,026 1,400 9,426 16,978 248 376 376 4--6 3-Upper Level 1,204 7,191 1,700 8,891 17,801 260 337 337 4--6 C:\Users\scarley\Desktop\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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 0.1 347 130 136 136 2--6 2-Main Level Built-In 0 750 0.01 0.1 478.7 248 376 376 4--6 3-Upper Level Built-In 0 750 0.01 0.1 428.9 260 337 337 4--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 764.2 638 849 849 10x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:638 Cooling Flow:849 C:\Users\scarley\Desktop\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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-266.2 6,715 0 4,148 4,148 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 0.083 880 3,828 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 0.083 120 564 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 2245.8 12,702 0 1,402 1,402 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 1204 2,304 0 1,298 1,298 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 1028 2,415 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 176 536 0 55 55 Subtotals for structure:31,641 0 8,045 8,045 People:5 1,000 1,150 2,150 Equipment:3,000 4,600 7,600 Lighting:1100 3,751 3,751 Ductwork:7,030 0 0 0 Infiltration: Winter CFM: 92, Summer CFM: 0 8,567 0 0 0 Ventilation: Winter CFM: 80, Summer CFM: 80 7,428 1,974 1,195 3,169 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 10.67 gal/day :3,915 0 0 0 AED Excursion:0 0 579 579 Total Building Load Totals:58,580 5,974 19,321 25,294 Check Figures Total Building Supply CFM:849 CFM Per Square ft.:0.260 Square ft. of Room Area:3,260 Square ft. Per Ton:1,547 Volume (ft³):19,765 Building Loads Total Heating Required Including Ventilation Air:58,580 Btuh 58.580 MBH Total Sensible Gain:19,321 Btuh 76 % Total Latent Gain:5,974 Btuh 24 % Total Cooling Required Including Ventilation Air:25,294 Btuh 2.11 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\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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:1,028.0 sq.ft.Supply Air:136 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.0 AC/hr Volume:8,224 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:16 CFM Runout Air:68 CFM Percent of Supply.:12 % Runout Duct Size:6 in.Actual Summer Vent.:13 CFM Runout Air Velocity:347 ft./min.Percent of Supply:9 % Runout Air Velocity:347 ft./min.Actual Winter Infil.:4 CFM Actual Loss:0.076 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 40 X 8 - Abv. grade U-value 0.083 320 0.050 4.4 1,392 0.0 0 0 E -Wall-15B0-10sf-8 30 X 8 - Abv. grade U-value 0.083 240 0.050 4.4 1,044 0.0 0 0 S -Wall-15B0-10sf-8 40 X 8 - Abv. grade U-value 0.083 320 0.050 4.4 1,392 0.0 0 0 W -Wall-15B0-10sf-4 30 X 4 - Abv. grade U-value 0.083 120 0.054 4.7 564 0.0 0 0 W -Wall-12F-0bw 30 X 4 102.5 0.065 5.7 580 0.6 0 64 W -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 Floor-21A-20 1 X 1028 1028 0.027 2.3 2,415 0.0 0 0 Subtotals for Structure:7,829 0 593 Infil.: Win.: 4.3, Sum.: 0.0 120 3.300 396 0.000 0 0 Ductwork:719 0 AED Excursion:93 Equipment:900 1,200 Lighting:300 1,023 Room Totals:8,944 900 2,909 C:\Users\scarley\Desktop\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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:1,028.0 sq.ft.Supply Air:376 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.4 AC/hr Volume:9,252 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:31 CFM Runout Air:94 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:35 CFM Runout Air Velocity:479 ft./min.Percent of Supply:9 % Runout Air Velocity:479 ft./min.Actual Winter Infil.:45 CFM Actual Loss:0.143 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 40 X 9 285 0.065 5.7 1,612 0.6 0 178 E -Wall-12F-0bw 30 X 9 270 0.065 5.7 1,527 0.6 0 168 S -Wall-12F-0bw 40 X 9 249.2 0.065 5.7 1,410 0.6 0 156 W -Wall-12F-0bw 30 X 9 258 0.065 5.7 1,459 0.6 0 161 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 12 0.290 25.2 303 16.8 0 202 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 29.2 0.290 25.2 738 16.8 0 492 W -Gls-4a shgc-0.28 0%S (3)12 0.290 25.2 303 30.3 0 363 Subtotals for Structure:11,455 0 3,634 Infil.: Win.: 44.8, Sum.: 0.0 1,260 3.300 4,158 0.000 0 0 Ductwork:1,365 0 AED Excursion:257 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:16,978 1,400 8,026 C:\Users\scarley\Desktop\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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:1,204.0 sq.ft.Supply Air:337 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.1 AC/hr Volume:9,632 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:33 CFM Runout Air:84 CFM Percent of Supply.:10 % Runout Duct Size:6 in.Actual Summer Vent.:32 CFM Runout Air Velocity:429 ft./min.Percent of Supply:9 % Runout Air Velocity:429 ft./min.Actual Winter Infil.:43 CFM Actual Loss:0.115 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 40 X 8 256 0.065 5.7 1,448 0.6 0 160 E -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 0.6 0 180 S -Wall-12F-0bw 40 X 8 249 0.065 5.7 1,408 0.6 0 155 W -Wall-12F-0bw 36 X 8 288 0.065 5.7 1,629 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 4 0.290 25.2 101 9.3 0 37 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 (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 16.8 0 168 UP-Ceil-16B-44 1204 X 1 1204 0.022 1.9 2,304 1.1 0 1,298 Floor-20P-30 1 X 176 176 0.035 3.0 536 0.3 0 55 Subtotals for Structure:12,357 0 3,818 Infil.: Win.: 43.2, Sum.: 0.0 1,216 3.300 4,013 0.000 0 0 Ductwork:1,431 0 AED Excursion:230 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:900 1,200 Lighting:300 1,023 Room Totals:17,801 1,700 7,191 C:\Users\scarley\Desktop\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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 1,028 8,944 130 2-6 347 2,909 900 136 136 2 Main Level 1,028 16,978 248 4-6 479 8,026 1,400 376 376 3 Upper Level 1,204 17,801 260 4-6 429 7,191 1,700 337 337 Ventilation 7,428 1,195 1,974 Humidification 3,915 Return Duct 3,515 0 0 System 1 total 3,260 58,580 638 19,321 5,974 849 849 System 1 Main Trunk Size:10x16 in. Velocity:764 ft./min Loss per 100 ft.:0.098 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.11 76% / 24%19,321 5,974 25,294 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\17914 Hawksbill Dr.rh9 Wednesday, November 4, 2020, 8:15 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 17914 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 912SD48080 WEG100C2X045 BA13NA030 Interlocked with exhaust device.Describe: Rating or Size Input in BTUS: 80,000 Capacity in Gallons: 100 Output in Tons: 2.5 Other, describe: Efficiency AFUE or HSPF% 92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 58,580 19,321 25,294 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