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LA185473 - 17906 Hawksbill Dr Permit Pack
CANNOT HOOK TO CITY SEWER/WATER 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 FLOORTOTAL4,646 SF1,443 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,443 SF649 SF-UNFINISHEDSECOND FLOOR1,760 SF-SIDEWALK52 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,339 SF614 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"200 AMP SERVICEGARAGE LEFTFULL BASEMENTSUMMERS CREEKLOT 2 , BLOCK 2 17906 HAWKSBILL DRIVESPRING PARADE MODEL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, MN 55044DNOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODET.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALL1'-2"COLUMN #2 - 14" STRAIGHT1'-4"5/4" CEDAR DECKINGALUMINUM SOFFIT(3) 2x10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEELEV. 106'-10"SIDEWALK 52 SF4'-0"Garage8'-6"8'-6"4'-0"Porch2'-0"6'-0"2'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERS8'-4" TALL FOUNDATION WALLYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATIONFIREPLACE FROM GREAT ROOMSCALE: 1/4" = 1'-0"GreatRoomCARPET24X2424X2417'-3"2'-9716"3'-01116"5'-138"1'-434"3'-6"1'-434"5'-138"GAS FIREPLACE1'-434"1'-434"3'-6"9'-118"3'-214"LINE OFFIREPLACE4'-518"4'-8" 4'-8"1'-5"TILE5'-138"5'-138"6"SHEETROCK1'-5"16'-614"2'-61116"2'-61116"2'-61116"2'-61116"6'-312"2'-8716"6'-0"2'-8716"LINE OF MANTLESTANDARD BOX MANTLEEDGE TO EDGE ON SHEETROCK1'-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 PIPEHOLLYBROOK A-0COVER SHEET10-06-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670Dave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY:SCALE: 1" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-1ELEV. ASCALE: 1/2" = 1'-0"SCALE: 1/4" = 1'-0"Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode10/27/2020dmathews FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.1'-6"8'-0" 8'-0"128T.O. FTG.EL. 104'-4"OVER 15# BUILDING PAPER15/32" OSB ROOF SHEATHINGASPHALT SHINGLES(ICE DAM EAVES)TOP OF FTGEL.100'-0"2ND FLOORELEV. 119'-7-7/8"1ST FLOORELEV. 109'-6-1/8"TOP OF PLATE1'-0"ELEV. 127'-9"5-1/2" TRIMBOARDSWINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIM5-1/2" TRIMBOARDHARDIE SIDINGHARDIE SIDINGHARDIE BOARD & BATTEN7-1/2" FRIEZE BOARD5 1/2" TRIM BOARDHARDIE SHAKES18" RAKE24" RAKE1287-1/2" FRIEZE BOARD18" RAKE18" RAKE12" TRIM BOARDS6" CUT BLOCKSUSE 1/2" OSB SHEATHINGFYPON BKT24" OH, 8/12 PITCH12" TRIM BOARDSFOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSFYPON BKTFYPON BKT12" x 28" x 5-1/4"6" BOX OUTBL 2665BL 26066" CUT BLOCKSHARDIE BOARD & BATTEN8" O.C. SPACING16" O.C. SPACINGBL 26651'-6"HARDIE SHAKES8" TRIM - 7-1/4" FRAMED SOFFIT3'-6"HARDIE SIDINGHEEL HEIGHTS FORPORCH AND GARAGEBASED ON BOTTOM OFFASCIA BEING FLUSH W/TOP OF 7-1/4" BEAM.7-1/2" FRIEZE BOARDDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)6:126:12STONE RETURN24" RAKE4" TRIMFUR OUTGABLE 2"HARDIE SKIRT BD.FRONT ELEVATION - ASCALE: 3/16" = 1'-0"1A-1A-1AHOLLYBROOK10-06-20ELEVATIONS4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ DZELEVATION A 8:126:126:128:128:128:128:128:126:1211 ROOF VENTS1ST FLOOR2ND FLOORTOP OF PLATE1'-6"612ELEV. 127'-9"ELEV. 109'-6-1/8"ELEV. 119'-7-7/8"612812EL.100'-0"TOP OF FTG.1'-6"EGRESS PIT1'-0"ELEV. 109'-6-1/8"1ST FLOOR1'-0"ELEV. 119'-7-7/8"2ND FLOORTOP OF PLATEELEV. 127'-9"ROOFVENTS1ST FLOOR1'-6"(TYP.)812ELEV. 100'-0"TOP OF FTG.GRADE6" EARTH SEPARATIONBETWEEN SIDING AND1ST FLOOR2ND FLOORTOP OF PLATE1'-6"612TOP OF FTG.EL.100'-0"ELEV. 127'-9"ELEV. 109'-6-1/8"ELEV. 119'-7-7/8"1'-6"EL.100'-0"612GAS F.P.VENT6:12EGRESSPITSCALE: 3/32" = 1'-0"LEFT ELEVATIONA-23HOLLYBROOKA-2ELEVATIONS10-06-20TWO STORY 4 BEDROOMSCALE: 3/32" = 1'-0"ROOF PLANA-24SCALE: 3/32" = 1'-0"REAR ELEVATIONA-21RIGHT ELEVATIONSCALE: 3/32" = 1'-0"2A-2LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ DZSecure door closed until deck isconstructed with a separate permit. SEE FRAMING PLAN 11-7/8" LSL JOISTS @ 16" O.C. SLOPE SLAB FOR DRAINAGE T.O. 6" CURBEL. 108'-4"EL. 104'-4"T.O. FTG.VARIESUnexcavated4" CONC. SLABT.O. SLABT.O. SLABEL. 100'-4"FinishedFamily Rm.4" CONC. SLABT.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 108'-4"SOFTENEROUTLETFURN.GREATER THAN 44" ABOVE SLABWINDOW, FINISHED SILL HT. TO BE NOVERIFY EXACT R.O. SIZE FOR EGRESSNOTE:8" x 20" - TYPICALCONCRETE FOOTINGSWATERHEATERSEE FRAMING PLAN 11-7/8" LSL JOISTS @ 16" O.C.FinishedBedroom4" CONC. SLABT.O. 8" WALLEL. 108'-4"T.O. FTG.StairsSTART SLAB AT TOPOF WALL AT BACK OFGARAGEEL. 108'-4"T.O. 8" WALLEL. 104'-4"T.O. FTG.EL. 107'-8"T.O. 6" CURB30"T.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 96'-4"SIMPSON ANCHOR BOLT LBOLT62140FOR BRACED WALL PANEL REQUIREMENTS(2) 2x1040'-0"44'-0"10'-7"17'-3"11'-0"19'-0"1'-412"8'-3" M.O.1'-412"1'-412"16'-3" M.O.1'-412"22'-0"26'-0" 15'-1" 11'-5"7'-912"4'-414"13'-914"6'-0"48'-0" 3 7 ' - 2 716"36'-7716"2'-0" 1'-0" CJ 2" BRICK LEDGEEL. 107'-8"26'-6" 13'-6"7'-0"23'-6"DROPPED(3) 11 7/8 LSL8'-4" TALL FOUNDATION WALLUSE (1) 2x6 TOP PLATE8'-4" WALLST.O. 8" CONC.T.O. FTG.12'-2"14'-0"59'-5916"30x30x12 FOOTINGSW/ 6x6 POSTDROPPED6" WIDE x 10" TALLBEAM POCKET6" WIDE x 12" TALLBEAM POCKET6" WIDE x 10" TALLBEAM POCKETFinishedBath28"DROPPED11'-5"4'-414"7'-101316"(2) 2x10DROPPEDROD & SHELF 28"FinishedW.I.C.3'-0"7'-414"7'-934"10'-1"EL. 108'-4"EL. 100'-0"5,000 LB. FOOTINGSTRENGTH MIXEL. 100'-0"8'-0"60x42 SLIDER D3'-5"3'-8"(3) 9-1/2" LSL5'-012"6'-0" 1'-0"7'-0"10'-0"8'-0"3 7 ' - 2 716"36'-7716"2'-0"20'-6"12" CONC. PIERSEE SHEET A-0DIST. REQ'D.FOR STAIRS( VERIFY ACT.TO FINALGRADE )F T G S . T Y P . 24 " x 2 4 "(3) 2x10(3) 2x10 - DROPPED(3) 2x10DROPPED(3) 2x10 - DROPPED 8'-0"1'-0"1'-0"10'-1"5'-2"17'-412"11'-0"UP10"6'-1"1'-0" HALF WALL4'-334"5'-7"4'-11"3" 16'-034" 3'-1134" 5'-312"3'-112"(2) 2x10 5 1 ' - 4 3 8" 2'-0" VOID WALL TO ALLOW24" VOID UNDERFOR SEWER11'-41 2"2'-834"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDMechanical/Storage4" CONC. SLABSUMP32"10'-4"66-1/2" M.O 60x321A62'-0" 2'-0"CDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED30x30x12FOOTINGS2A72x8 JOISTS @ 16" O.C. 14'-214" 13'-814" 7'-934" 6'-93 4"42x42x12 FOOTINGW/ #5 BAR 12" O.C.BOTH DIRECTIONS42x42x12 FOOTINGW/ #5 BAR 12" O.C.BOTH DIRECTIONSAPPROXIMATE LINE OF SOFFITHOSEBIBHOSEBIBSS30x30x12 FOOTINGSW/ A 6x6 TRTD. POST30x30x12 FOOTINGSW/ A 5x5 PSL28"SCD(1) 11 7/8 LSLDROPPED3'-834"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFINISHED ROOM SIZESBEDROOMSTAIRREC ROOMBATHMECHANICAL/STORAGETOTAL201 SF83 SF764 SF84 SF217 SF1,443 SFW.I.C.94 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"SCALE: 3/16" = 1'-0"BASEMENT PLANA-31HOLLYBROOKBASEMENT PLAN3-11-20A-3TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/DZInterior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 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"263 SFFINISHED ROOM SIZESMUD ROOM/W.I.C.GREAT ROOMKIT/DINING/FOYER - WOOD77 SFSTAIRS76 SF539 SFFLEX ROOM & W.I.C.152 SFPOWDER BATH - VINYL45 SFPANTRY/HALL/RES. CTR - WOOD79 SFOPT. 3/4 BATH(2) 1-3/4"x14" LVL CONT. HEADER8'x8' O.H. DOOR(2) 1-1/2" x 9-1/2" LSL16'x8' O.H. DOOR1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 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.5/8" TYPE "X" GYP.BD ON ALL WALLSADJACENT TO HOUSE32" MTL. DR. S.C.(2)2x10Garage4" CONC. SLABBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE(2) 1-3/4"x9-1/2" LSL6'-0" X 8'-0" PATIODiningWOODFlexRoomCARPETSEE FRAMING PLAN 11-7/8" LSL @ 18" O.C.GreatRoomCARPETKitchenWOODGASRANGEFoyerWOOD(3) 2x10(2) 2x9.5 LSL30x4828"30"BathVINYL45 SF (FLR)36" GAS FIREPLACE 24X36 30x48 (2) 36X66 MULLED44'-0"9'-6"13'-3"19'-0"2'-3"48'-0"22'-0" 40'-0" 6'-914"5'-434"19'-0"11'-0"50'-0"1'-6"16'-0"1'-6"1'-6"8'-0"11'-8"8'-10"6'-134"4'-334"7'-912"3'-634" 2'-11"7'-10"3'-10"11'-8"5'-1114"3'-712"6'-134"MudRoomVINYLPantryWOODW.I.C.VINYL28"28"ROD & SHELFRes. Ctr.WOOD36" DRYWALL5'-4"6'-1"12'-10"2'-3"14'-10"26'-6" 7'-0" GIRDER TRUSS GIRDER TRUSS6'-0" 5'-5"OPENING32x48(+43")57" DRYWALL(2)11-7/8 LSL6'-914"3'-10"3'-212" BENCH1'-0"12'-834"(2) 2x10(2) 2x10 (2) 2x1054x6630x6630x662- 2 x 6 2- 2 x 6HVACPLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.FULL HEIGHT WALLPLATE HEIGHT 8-1/8"LOWER.ACCBCROD & SHELF W.I.C.CARPET60x34(2) 2x10 SHELVES5'-3"9'-5"17'-414"DESK6'-0"WINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.5x5 PSL 5x5 PSL4'-2"TOP SIZE 90x4278"x 30"ISLAND4'-2" 5'-934"FLUSHUP10"6'-0"6'-1"4'-10"1'-1114" RAIL 4'-212" 5'-0"10'-11"11'-31 4" 15'-234"THERMOSTAT6' - 9 "(2)11-7/8" LSL17'-412"4'-10"5'-812"R & S 24 "2'-1012"BENCH 5'-1112"24"SOFFIT DOWN 12" R & S 3'-934"OPENING3'-112"17'-3" 12'-2" 10'-7" 28"24"LINEN32" DRYWALLOPNG. (+96")5'-312"DUCT CHASE1'-5"(2) 1-3/4"x7-1/4" LSLPORCH HEADER2'-0" 2'-0" 7'-0"20'-0"1'-6"2'-0"6'-0"2'-0"8'-0"2'-0"6'-0"9'-0"5'-6"20'-6"(2) 1-3/4"x7-1/4" LSL PORCH HEADER 8'-0" 2'-0" (2) 1-3/4"x7-1/4" LSL (2) 1-3/4"x7-1/4" LSL 1'-8"LINE OF SOFFITPorch20" WIDE SOFFITLINE OF 7-1/14" TALL BYSOFFIT INSIDE SHOULD BEFLUSH WITH BOTTOM OFHEADERS.DROPPED20" PRE-ENGINEERED TRUSSES @ 19.2" O.C. GIRDER TRUSS PORTAL FRAMEPANELACCESSATTIC22x30 10'-218"CDDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)1A6@ HOUSEOPNG. (+96")11'-414"10'-414" D.W.REF. 24X24 FIX 24X24 FIX (2) 2x10(2) 2x10 BB2'-97 16"3'-011 16"2'-87 16"6'-0"2'-87 16"S(2) 2x10(2) 2x10(1) 11-7/8" LSL (1) 11-7/8" LSL (2) 11-7/8" LSL (2) 1-3/4"x9-1/2" LSL(2) 1-3/4"x7-1/4" LSL(1) 11-7/8" LSLBE FIELD MEASURED BY TRUSS SUPPLIERTRUSS DESIGN BY MFG. TRUSSES NOTEDWITH DIMENSIONS TO BE VERIFIED SHALLALL HEADERS ARE (2) 2x10 TYPICAL UNLESSNOTED OTHERWISE ON PLANS.HEADERS:TRUSSES:HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"HOLLYBROOK A-410-06-20TWO STORY 4 BEDROOM1ST FLOOR PLANSCALE: 3/16" = 1'-0"FIRST FLOOR PLANA-41LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ELEVATION A DINING ROOM IS STANDARDBWP AboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.3.7564.563.54.55556PFHPFH TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - 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 ROOF (2) 36X48 MULLED1A6PANELACCESSATTIC22x30MasterBathVINYL70 SF FLR(2) 36x60 MULLED30"30"24"ROD & SHELFW.I.C.CARPET24"ROD & SHELFBedroom #3CARPETBedroom #2CARPETLoftCARPETBedroom #4CARPETW.I.C.CARPET28"ROD & SHELF24"LaundryVINYL46 SF FLRMasterBedroomCARPET8'-912"44'-0"18'-412"14'-012"2'-6"40'-0" 4'-5"2'-6"9'-5"16'-9"6'-11" 40'-0"44'-0"13'-1"6'-712"2'-2"8'-11"15'-0"7'-812"5'-412"12'-034" 5'-83 4"W.I.C.CARPET48x48 FIX. TEMP.(2) 2x102'-2"24X242'-0"5'-112"5'-312"(2) 2x10(2) 2x10Linen5'-312"4'-51 2"1'-101 2"8'-4"3'-3"54x42 SLIDER(2) 2x10 6'-312"36x6036x60 2'-6"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING(8'-9-1/8")2'-0"2'-0" 32" PKT.13'-8"3'-9" 42x60 (3) 2x10(2) 2x10 4'-312"AAAAAAA4'-312" 5'-612"5'-714"3'-134"9'-7"10'-11"5'-4"HALF WALL AT 42" TALL3'-1034"WINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.30"28"28"28"Jack &JillVINYL66 SF FLRBUMP9'-134"BathVINYL32 SF FLR28" 28" PKT 5'-312"15'-812"13'-1014"11'-034"HallCarpetDN4'-1112" 4'-10"4'-10"4'-312"4'-514"17'-614"HALF WALL(+42")15'-212"9'-912"(2) 9-1/2" LSL24X24(2) 2x10A (2) 9-1/2" LSL2'-914"ATILE ON THE WALL ONE LAYER OFABOVE THE TUB28 "ROD & SHELF7'-812"10'-234" 3'-712"UP24"(2) 2x10(2) 2x10CDCD3'-134"11'-612"11'-4" 12'-6"50-1/2" R.O.60x34WASHERDRYERSLIDE INTUB - 72X3648x343'-414"1'-0"SSSSSS28"28"28"28"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"BE FIELD MEASURED BY TRUSS SUPPLIERTRUSS DESIGN BY MFG. TRUSSES NOTEDWITH DIMENSIONS TO BE VERIFED SHALLALL HEADERS ARE (2) 2x10 TYPICAL UNLESSNOTED OTHERWISE ON PLANS.HEADERS:TRUSSES:HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"343 SFFINISHED ROOM SIZESHALL/LOFTMASTER BEDROOM/W.I.C.MASTER BATH - VINYL304 SF112 SFBATH - VINYL46 SFJACK & JILL - VINYL90 SFLAUNDRY - VINYL46 SFBEDROOM #2163 SFBEDROOM #3197 SFBEDROOM #4242 SFFLOORING TOTALS ARE ON FLOOR PLANSCALE: 3/16" = 1'-0"SECOND FLOOR PLANA-51HOLLYBROOKA-52ND FLOOR PLAN10-06-20TWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ DZ-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 5/8" TYPE "X" GYP. BD.OR 1/2" SAG-RESISTANT11-7/8" TJI JOISTS SEEFRAMING PLANGLUED AND NAILED3/4" OSB FLOOR SHEATHING4" CONCRETE SLABGIRDER TRUSSELEV. 104'-4"ELEV. 108'-4"T.O. FTG.AS REQUIREDDIAG. WIND BRACINGT.O. 4" CURBBEYONDGarageCONCRETE STEP1/2" GYP. BD. OVER4 MIL POLY V.B.MechanicalStorage4" CONCRETE SLABR-49 ROOF INSULATION1178"9'-118"34"OF 6" FROM GRADE8'-4" WALLS - (1) 2x6 TOP PLATE 8'-512"TOP OF FOOTINGELEV. 100'-0"ELEV. 108'-4"ELEV. 109'-6-1/8"TO BOTTOM OF TOP OF 8" CONC.MAINTAIN A MIN. CL.SIDING8'-118"34" 1178"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 WALLFlex RoomFoyerBedroom #2SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION20" FLOORLoftBedroom #31'-6"PLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.818" 8'-5"GLUED AND NAILED3/4" OSB FLOOR SHEATHINGPRESSURE TREATED 2x6 SILLPLATE W/ SILL SEAL INSUL. &1/2" ANCHOR BOLTS AT 6'-0" O.C.TRUSSES BEYONDClos.MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"SCALE: 3/16" = 1'-0"BUILDING SECTIONA-61A-6SECTIONLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 HOLLYBROOK TWO STORY 4 BEDROOM10-06-20/DZ 8'-118"8'-4" WALLS - (1) 2x6 TOP PLATE 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" 1178"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-8" THICK CONC. WALLS2x6 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.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.ASPHALT SHINGLES15/32" OSB ROOF SHEATHINGOVER 15# BUILDING PAPER(ICE DAM EAVESMIN. 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 MIX3" 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 CITY3/4" OSB FLOOR SHEATHINGGLUED AND NAILED3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD80 SQUARE FEET UNPROTECTEDMAINTAIN 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 NOTEDOTHERWISEELEV. 100'-0"TOP OF FOOTINGELEV. 118'-7-1/4"TOP OF PLATEELEV. 109'-6-1/8"1ST FLOORELEV. 127'-9"2ND FLOOR CLG.8'-5"9'-118"7'-0"6'-1114"4'-0"ELEV. 104'-4"TOP OF FOOTING20" FLOOR TRUSSESSEE TRUSS SPECS4" CONCRETE SLABHOUSE FOOTINGBEYONDGARAGEFOOTINGTOP OF 8" CONC.ELEV. 107'-8"TOP OF 4" CONC.ELEV. 108'-4"GARAGE PLATEDOWN 8-1/8" FROMFIRST FLOOR PLATEELEV. 117'-11-1/8"GARAGE PLATEELEV. 119'-7-7/8"2ND FLOORGarageLoft612GRADE LINEBEYONDCOLUMN & PORCHBEYONDROOF LINESBEYONDBASED ON7-1/2" HEELA-7SECTIONSCALE: 1/4" = 1'-0"WALL SECTIONA-71LAKEVILLE, MN 5504422260 DODD BLVD. 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9+&6*Ä'14$'66'4.8. 9+&6*Ä'14$'66'4.1#&5411(5019.1#& Ä25(411(&'#&.1#& 25((.114.+8'.1#& 25((.114&'#&.1#& 25(9+0&.1#& /2*7.6+/#6'':2$%1&'/+00'516#4'5+&'06+#.%1&'411(64755'5(#56'0'&612.#6'5Y Z61'0#+.5 5+/2510*%.+20#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+.$1661/2.#6'614+$$10$4#%'64755Y F0#+.5'8'4;0#+.'#%*,1+56616122.#6'5Y Z0#+.5Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*64755616122.#6'5Y Z61'0#+.5411(64755(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+.4+/6122.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61.#&&'464755Y F0#+.5'8'4;0#+..#&&'464755616122.#6'5YZ0#+.5"1%+06'4+149#..2'42'0&+%7.#461(4#/+0)+06'4+149#..2#4#..'.Y(4#/+0)Z$.1%-+0)$'69''0411(64755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''0,1+5650#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*,1+56616122.#6'Y Z0#+.50#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*64755616122.#6'Y Z61'0#+.52418+&'411(64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%126+10#.9+0&19 ProductsPlotID Length ProductPlies Net QtyF30' 30' 0" 11 7/8" TJI® 210 1 13F28' 28' 0" 11 7/8" TJI® 210 1 11F22' 22' 0" 11 7/8" TJI® 210 1 4Joist Material Blocking 17' 10 5/8" 11 7/8" TJI® 210 11F16' 16' 0" 11 7/8" TJI® 210 1 4F4' 4' 0" 11 7/8" TJI® 210 1 15x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam® PSL 1 1TS1 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 143-11.875" LSL-24' 24' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 31-11.875" LSL-22' 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 11-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 13-9.5" LSL-22' 22' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 3 3Rim 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 12Wall FramingPlotID Length Product Plies Net Qty2-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 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 IUS2.06/9.5 8- 10dx1.5 - 2- 10dx1.5 Yes2-2x10-3'3-11.875" LSL-24'1-11.875" LSL-6'2-2x10-3'2-2x10-6'3-9.5" LSL-22'6x6 Post6x6 Post5x5 PSL6x6 Post1-11.875" LSL-22'RimRimRimRimRimRimRimRimRimSquash Blocking Squash BlockingSquash Blocking1' 10"Round 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 holesH1F4'Joist Material BlockingF30'16" O.C.F22'16" O.C.F16'16" O.C.F28'16" O.C.TS116" O.C.H22 Trimmers2 Trimmers19,083#LSL Joist In This AreaCustomer:Job Name:Address/Lot:Youngfield HomesInventory Home17906 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:HollybrookJob Number:24388Lyman 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:Alex S.Drawn Date:10/9/2020Revised 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 - 6- 10dx1.5 NoH3 28 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - NoH4 1 Simpson HHUS48 22- 16d common - 8- 16d double shear NoProductsPlotID Length ProductPlies Net QtyF28' 28' 0" 11 7/8" TJI® 210 1 8F24' 24' 0" 11 7/8" TJI® 210 1 12F18' 18' 0" 11 7/8" TJI® 210 1 21F16' 16' 0" 11 7/8" TJI® 210 1 3F14' 14' 0" 11 7/8" TJI® 210 1 3F12' 12' 0" 11 7/8" TJI® 210 1 3TJI Blocking 11' 6 3/4" 11 7/8" TJI® 210 1 1F4' 4' 0" 11 7/8" TJI® 210 1 42-14" LVL-20' 20' 0" 1 3/4" x 14" 2.0E Microllam® LVL2 25x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam® PSL 1 21-1.5"x 11.875" LSL-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 12-11.875" LSL-14' 14' 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-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 22-11.875" LSL-4' 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 22-9.5" LSL-12' 12' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 2 42-7.25" LSL-10' 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL 2 62-7.25" LSL-8' 8' 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 12Wall FramingPlotID Length ProductPlies Net Qty2-9.5" LSL-8' 8' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 2 43-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 32-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 22-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 162-2x10-3'2-2x10-3'2-9.5" LSL-8'3-2x10-4'2-2x10-4'2-11.875" LSL-4'2-11.875" LSL-10'2-11.875" LSL-14'2-14" LVL-20'2-7.25" LSL-10'2-9.5" LSL-12'Girder TrussGirder Truss1-11.875" LSL-6'RimRimRimRimRimRimRimRimRim2-7.25" LSL-10'1-11.875" LSL-18'2-7.25" LSL-8'1-11.875" LSL-6'5x5 PSL2-7.25" LSL-10'RimF14'10"1' 2"1' 6"TJI BlockingTJI Blocking2-9.5" LSL-8'2-9.5" LSL-12'2-2x10-3'2-2x10-3'1' 10"5x5 PSLH42-2x10-3' 2-2x10-3'2-2x10-3'2-2x10-3'H1F24'16" O.C.F14'16" O.C.F18'16" O.C.F28'16" O.C.F28'16" O.C.F12'16" O.C.F4'16" O.C.F16'16" O.C.H3H3H3H3H3 Floor Trusses 2 TrimmersCustomer:Job Name:Address/Lot:Youngfield HomesInventory Home17906 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:HollybrookJob Number:24388Lyman 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:Alex S.Drawn Date:10/9/2020Revised 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 ProductPlies Net Qty2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 42-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 43-2x10-4' 4' 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 83-2x10-4'2-9.5" LSL-8'2-2x10-4'2-2x10-5'2-9.5" LSL-8'2-2x10-3'2-2x10-3'2-2x10-5'2-2x10-4'2-2x10-3'2-2x10-3'2 TrimmersCustomer:Job Name:Address/Lot:Youngfield HomesInventory Home17906 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:HollybrookJob Number:24388Lyman 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:Alex S.Drawn Date:10/9/2020Revised 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#. 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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 17906 Hawksbill Dr Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, September 29, 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:Tuesday, September 29, 2020 Client Name:Country Joe Homes Client Address:17906 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:1,228 CFM Per Square ft.:0.264 Square ft. of Room Area:4,646 Square ft. Per Ton:1,462 Volume (ft³):29,523 Building Loads Total Heating Required Including Ventilation Air:81,394 Btuh 81.394 MBH Total Sensible Gain:29,077 Btuh 76 % Total Latent Gain:9,049 Btuh 24 % Total Cooling Required Including Ventilation Air:38,126 Btuh 3.18 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\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 182 CFM 93 CFM Infiltration Actual:0.316 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 29,523 X 29,523 9,331 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:156 CFM 0 CFM Total Building Ventilation:95 CFM 95 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 (182 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (93 CFM), Construction: Average C:\Users\scarley\Desktop\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.18 1,462 4,646 29,077 9,049 38,126 81,394 873 1,228 1,228 System 1 3.18 1,462 4,646 29,077 9,049 38,126 81,394 873 1,228 1,228 12x17 Ventilation 1,419 2,344 3,763 8,821 Supply Duct Latent 452 452 Return Duct 1,454 452 1,906 7,325 Humidification 5,372 Zone 1 4,646 26,204 5,800 32,004 59,875 873 1,228 1,228 12x17 1-Lower Level 1,443 5,138 1,400 6,538 13,905 203 241 241 3--6 2-Main Level 1,443 10,819 2,400 13,219 22,962 335 507 507 5--7 3-Upper Level 1,760 10,247 2,000 12,247 23,008 336 480 480 5--6 C:\Users\scarley\Desktop\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size Reg Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 408.7 203 241 241 3--6 2-Main Level Built-In 0 750 0.01 0.1 379.3 335 507 507 5--7 3-Upper Level Built-In 0 750 0.01 0.1 489 336 480 480 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 866.6 873 1,228 1,228 12x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:873 Cooling Flow:1228 C:\Users\scarley\Desktop\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-255.5 6,444 0 4,967 4,967 4agdoor: Glazing-48 1,211 0 807 807 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 1024 4,454 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 0.083 160 752 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 2830.5 16,007 0 1,766 1,766 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 1760 3,369 0 1,897 1,897 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 1443 3,390 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 317 965 0 100 100 Subtotals for structure:38,109 0 9,973 9,973 People:6 1,200 1,380 2,580 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:14,651 905 2,908 3,813 Infiltration: Winter CFM: 156, Summer CFM: 0 14,441 0 0 0 Ventilation: Winter CFM: 95, Summer CFM: 95 8,821 2,344 1,419 3,763 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 14.65 gal/day :5,372 0 0 0 Total Building Load Totals:81,394 9,049 29,077 38,126 Check Figures Total Building Supply CFM:1,228 CFM Per Square ft.:0.264 Square ft. of Room Area:4,646 Square ft. Per Ton:1,462 Volume (ft³):29,523 Building Loads Total Heating Required Including Ventilation Air:81,394 Btuh 81.394 MBH Total Sensible Gain:29,077 Btuh 76 % Total Latent Gain:9,049 Btuh 24 % Total Cooling Required Including Ventilation Air:38,126 Btuh 3.18 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\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,443.0 sq.ft.Supply Air:241 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.3 AC/hr Volume:11,544 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:22 CFM Runout Air:80 CFM Percent of Supply.:9 % Runout Duct Size:6 in.Actual Summer Vent.:19 CFM Runout Air Velocity:409 ft./min.Percent of Supply:8 % Runout Air Velocity:409 ft./min.Actual Winter Infil.:16 CFM Actual Loss:0.105 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 44 X 8 - Abv. grade U-value 0.083 352 0.050 4.4 1,531 0.0 0 0 E -Wall-15B0-10sf-4 40 X 4 - Abv. grade U-value 0.083 160 0.054 4.7 752 0.0 0 0 S -Wall-15B0-10sf-8 44 X 8 - Abv. grade U-value 0.083 352 0.050 4.4 1,531 0.0 0 0 W -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-12F-0bw 40 X 8 302.5 0.065 5.7 1,711 0.6 0 189 E -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 Floor-21A-20 1 X 1443 1443 0.027 2.3 3,390 0.0 0 0 Subtotals for Structure:10,749 0 718 Infil.: Win.: 15.7, Sum.: 0.0 320 4.547 1,455 0.000 0 0 Ductwork:1,701 285 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:13,905 1,400 5,138 C:\Users\scarley\Desktop\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,443.0 sq.ft.Supply Air:507 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.3 AC/hr Volume:12,987 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:36 CFM Runout Air:101 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:39 CFM Runout Air Velocity:379 ft./min.Percent of Supply:8 % Runout Air Velocity:379 ft./min.Actual Winter Infil.:74 CFM Actual Loss:0.073 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 44 X 9 321 0.065 5.7 1,815 0.6 0 200 E -Wall-12F-0bw 40 X 9 350 0.065 5.7 1,979 0.6 0 218 S -Wall-12F-0bw 44 X 9 285.8 0.065 5.7 1,616 0.6 0 178 W -Wall-12F-0bw 40 X 9 337 0.065 5.7 1,906 0.6 0 210 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 E -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 30.2 0 302 S -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 16.8 0 168 S -Gls-4agdoor shgc-0.28 0%S 48 0.290 25.2 1,211 16.8 0 807 S -Gls-4a shgc-0.28 0%S (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 W -Gls-4a shgc-0.28 0%S (3)15 0.290 25.2 378 30.2 0 453 Subtotals for Structure:13,278 0 4,402 Infil.: Win.: 74.0, Sum.: 0.0 1,512 4.547 6,875 0.000 0 0 Ductwork:2,809 600 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:22,962 2,400 10,819 C:\Users\scarley\Desktop\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - 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:1,760.0 sq.ft.Supply Air:480 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.0 AC/hr Volume:14,080 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:37 CFM Runout Air:96 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:37 CFM Runout Air Velocity:489 ft./min.Percent of Supply:8 % Runout Air Velocity:489 ft./min.Actual Winter Infil.:66 CFM Actual Loss:0.149 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 44 X 8 303.2 0.065 5.7 1,715 0.6 0 189 E -Wall-12F-0bw 40 X 8 275 0.065 5.7 1,555 0.6 0 172 S -Wall-12F-0bw 44 X 8 336 0.065 5.7 1,900 0.6 0 210 W -Wall-12F-0bw 40 X 8 320 0.065 5.7 1,810 0.6 0 200 N -Gls-4a shgc-0.28 100%S (2)30 0.290 25.2 756 9.3 0 280 N -Gls-4a shgc-0.28 100%S (3)18.8 0.290 25.2 474 9.4 0 177 E -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 30.2 0 1,359 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 UP-Ceil-16B-44 1760 X 1 1760 0.022 1.9 3,369 1.1 0 1,897 Floor-20P-30 1 X 317 317 0.035 3.0 965 0.3 0 100 Subtotals for Structure:14,082 0 4,853 Infil.: Win.: 65.8, Sum.: 0.0 1,344 4.547 6,111 0.000 0 0 Ductwork:2,815 569 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:23,008 2,000 10,247 C:\Users\scarley\Desktop\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,443 13,905 203 3-6 409 5,138 1,400 241 241 2 Main Level 1,443 22,962 335 5-7 379 10,819 2,400 507 507 3 Upper Level 1,760 23,008 336 5-6 489 10,247 2,000 480 480 Ventilation 8,821 1,419 2,344 Humidification 5,372 Duct Latent 452 Return Duct 7,325 1,454 452 System 1 total 4,646 81,394 873 29,077 9,049 1,228 1,228 System 1 Main Trunk Size:12x17 in. Velocity:867 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:3.18 76% / 24%29,077 9,049 38,126 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\17906 Hawksbill Dr.rh9 Tuesday, September 29, 2020, 12:40 PM 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 9/29/2020 Mailing Address of the Dwelling or Dwelling Unit City 17906 Hawksridge 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 other system 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 Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD60100 WEG100C2X045 BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: 100 Output in Tons:3.5 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 81,394 29,077 38,126 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 DJM10/15/20X