HomeMy WebLinkAboutLA177247 18234 Hideaway Tr Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C6:126:128:128:124:126:126:12AAAABBBBCCCC6:128:128:123'-0"
5'-0"8:1225' RIDGE VENT12' RIDGE VENT
14' RIDGE VENTROOF PLAN1/8"=1'-0"AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM5" TRIM5" TRIM1-1/2"1"HARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4"
.96"3-1/2"SHEATHINGHDBD TRIM1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIM3 1/2" TRIM
1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725490-B-3.1GRANTDRAWN: 10-5-2015-AWPERMIT/CONSTRUCT:1-9-20-LLSPEC HOMECUST:128126XXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOOR4:12 PITCH6:12 PITCHDDFFF10 1/8"HEEL
7 7/16"
HEEL1'-4"1'-4"NORTHERN CRAFTSMAN1286:12 PITCH8:12 PITCHD1x6-1/4" FROM TOP OF THRESHOLDTO TOP OF JOIST6 1/4"ELEVATION B8" TRIMFRAIN DIVERTEREREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENHHPERMIT / CONSTRUCTION PLANSLOT 1, BLOCK 618234 HIDEAWAY TRAILPINNACLE RESERVE AT AVONLEAREAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"LEFT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH1'-4"7 7/16"HEEL2'-0"1'-0"8:12 PITCH124F8:12 PITCH1267 7/16"HEEL
A1267 7/16"
HEEL1'-4"8:12 PITCH6:12 PITCHAA1x CEDAR6:12 PITCH1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1'-4"1'-4"6:12 PITCHASPHALT SHINGLES10 1/8"
HEEL 128FLASH OVER ALL EXT OPGS12840% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2FSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode02/11/2020dmathews
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C2XDRAWN: 10-5-2015-AWGRANT 5490-B-3.1PERMIT/CONSTRUCT:1-9-20-LLPC#666: 9-18-2019-CFBASEMENT PLAN1/4"=1'-0"UNEXCAVATEDUP16R47'-0"50'-0"31'-0"18'-0"13'-0"19'-0"
50'-0"
18'-0"8'-0"
22'-0"26'-0"17'-6"29'-6"18'-0"5'-0"29'-0"47'-0"7'-4"R/I3/4B62 SQ. FT.2-82-4DROPPED BEAMUNFINISHEDSTORAGE16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE8'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.1'-7 1/2"16'-3"1'-7 1/2"8'-3"1'-1 1/2"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH9'-6"19'-6"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHSILLCOCK3'-0"FUTUREBEDRM211 SQ. FT.2-61-65-014'-0"33'-0"15'-6"2'-6"8'-8"2'-4"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH9'-7 1/2"7'-2 1/2"9'-1 3/4"11'-1 3/4"12'-0"3'-6"2'-6"TYP. WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.NOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRFUTUREFAMILY RM698 SQ. FT.6'-1 1/2"2x6 BRNG WALL30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEUNFINISHEDMECH.2-64'-2 1/8"3'-3 5/8"3 1/2"7'-9 1/4"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.SUMPACWHF.D.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSA/CHV12" FTG VOIDFOR PLUMBINGRADONVENT PIPE34x48FBGL SHWR24" TOWEL BAR6'-10"10'-0"7 1/2"2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2'-0"6x6 TREATED POST16"X60" CONC. PIERMIN. 3'-6" BELOW GRADE8"TREATED 2x8's16" ON CENTER8"CANT. JOISTS7'-6"8"6'-9"CANT. JOISTSPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE(2) 2x10 DROPPED BEAM(2) 2x10 DROPPED BEAMNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM1203 SQ. FT.1/2"=1'-0"PORCH SKIRT DETAIL1/2"=1'-0"FRONT PORCH LEDGER SECTION1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACKETON WOOD BLOCKING6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST6-1/4" FROM1 1/2"AND BELOW 2x8 &2x10 TRTD LEDGERSTRTD 2X8 JOISTS16" O.C.(8) 10d COMMON NAILSTRTD. 2X10 RIPPED(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERUSP 1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS(GALV. OR STAINLESS STEEL)2-86'-0"3'-0"3'-0"16'-6"TPH36"BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMFULL/LO BSMTBRACING ATFOUND.FBSFULL/LO BSMTBRACING ATFOUND.4'-0"FBSMAX.WINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.3227'-0"21'-6"9'-0"5036 SLIDER5036 SLIDER5036 SLIDER9'-6"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHFOUNDATION INSULATIONFRONT FOUNDATION WALL:-23 SQ FT/52 LIN FT= 0.44 RATIOR-10REAR FOUNDATION WALL:-24 SQ FT/47 LIN FT= 0.51 RATIORIGHT SIDE FOUND. WALL:-51 SQ FT/26 LIN FT= 1.96 RATIOLEFT SIDE FOUND. WALL:-53 SQ FT/31 LIN FT= 1.71 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS1/2"=1'-0"FRONT PORCH LEDGER DETAIL18"
FLOOR
TRUSSES
3/4"
1st FLOOR
WALLSSUBFLOOR
9'-1 1/8"
BASEMENT
WALLS
3/4" SUBFLOOR6 1/4"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL.
2""MIN...5 1/4"
2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESBLOCKING, LAID FLAT(2) TRTD 2x12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2x12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDELAG SCREWS1/2" DIAMETERINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSS12" FTG VOIDFOR PLUMBINGCOCKSILLPLANS18234 HIDEAWAY TRAILCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENTTHRU PLATESGROUNDING ROD(2) 9 1/2 VERSALAM(2) 9 1/2 VERSALAM(2)9-1/2 Versa-Lam(2)7-1/4 Versa-LamUFER Ground
GARAGE1ST FLOOR PLAN1/4"=1'-0"GREATROOMDINETTEKIT.FLEXROOM1/2BOWNERSENTRY47'-0"50'-0"31'-0"18'-0"13'-0"19'-0"
50'-0"
13'-7 1/4"6'-0"
24'-0"26'-0"17'-6"19'-6"6"18'-0"11'-0"7'-0"5'-0"9'-6"10'-10"6'-0"29'-0"47'-0"12'-0"16'-6"12'-5 1/2"6'-0 1/2"9'-9"9'-9"4'-9"5'-8"5'-4"3'-4"3'-8"REF.SINKDW3W 3050 SHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C3X3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW8'-0"4'-2"2'-8"9'-8 1/2"6'-9 1/2"8'-8"2'-3"DROPPED HDRFLUSH HDR2x6 BRNG WALLSLOPE TO DOORS4" CONC FLOORON ALL WALLS & CEILINGGYP. BOARDNOTE: 686 SQ. FT.16x7 OVERHEAD DOOR8x7 OVERHEAD DOOR8'-0"2W 3050 SH3-0SL2x6 BRNG WALL2-8PED.CPT.HD-FLRHD-FLRHD-FLRHD-FLRCPT.CPT.HD-FLRFOYERHD-FLR10" OVERHANG
24"x72"BASE22x30
ATTIC
ACCESS 9'-8 1/2"1312 SQ. FT.NOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 7'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR3'-6"2'-0"3'-6"3'-0"UP16RDN16R2'-8"5-022'-0"2'-4"10'-0"3'-0"
4'-2 1/8"3'-3 5/8"
7'-9 1/4"
3 1/2"WOOD PORCH10'-0"8"8"TYPICAL PORCH COLUMN:7'-4"6'-10"16" WIDE DROPPED SOFFIT(SEE SECTION)140 SQ. FT.6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASECOVEREDDROPPED BEAMDROPPED BEAM FRAME-TO-FRAME 5'-1 5/8"7'-0"5'-1 5/8"INSIDE FRAMING INSIDE FRAMING5'-3" x 6'-10 1/2" ROUGH OPG.
2'-3"2-04'-8"6'-4 3/4"2'-3"2-0RADONVENT PIPE14" MFD I-JOISTSINSTALL PER MFRS SPECS6'-6"DROP HEADER HGT AT PORCHNOTE:8" FROM HOUSE PLATES5'-3"10'-0"2-42'-0"DROPPED HDR22'-0"2'-0"
TPH 24" TOWEL BARDRAWN: 10-5-2015-AWGRANT 5490-B-3.1PERMIT/CONSTRUCT:1-9-20-LLPC#666: 9-18-2019-CFNOTE: FINISHSTAIRWAY DOWN TOBOTTOM STEP14" TRANSOM6068 SGD W/SET HEAD HEIGHT AT 6'-11 3/8"2'-0"8'-6 1/2"3'-7 1/4"3'-7"WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR W/ SL0.3153 3/4" X 83.25"FOYER0.2312W 3050 SHFLEX ROOM13W 3050 SHGREAT ROOM13040 SHKITCHEN16068 SGD W/ TRANS.DINETTE10.310.3172 1/8" X 60 1/4"0.31108" X 60 1/4"0.310.3172 1/8" X 94"0.320.3136 1/4" X 48"0.313'-0"
3'-0"PLANS18234 HIDEAWAY TRAILCONSTRUCTIONENTERTAINCABINETSBASEENTERTAINCABINETSBASEGAS FPR.O. 42"x 40-1/8"2'-0"20 AMP.MICRO HOODCIRCUITCOOKTOPOVENSPLAN OPTIONSSIGNATURE KITCHENGAS FIREPLACEFAMILY ROOM LIGHT PACKAGEDINETTE LIGHT PACKAGEKITCHEN PENDANT LIGHT PACKAGEBASE ENTERTAINMENT CABINETSSTAIR RAILINGGASVENT TOOUTSIDE TILED BACKSPLASHWOOD RAILINGWOOD RAILINGBOOT BENCH &COAT RACKS (@ 60" AFF)(2)1-3/4x7-1/4 VERSALAM552.53.55555556PFHPFH(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)14" Versa-Lam(1)14" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam
1241 SQ. FT.2ND FLOOR PLAN1/4"=1'-0"LIVING AREAThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C4XDRAWN: 10-5-2015-AWGRANT 5490-B-3.1PERMIT/CONSTRUCT:1-9-20-LLPC#666: 9-18-2019-CFNOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRCENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR
OWNERS BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'36X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE
SEATS & TOE LEDGES
10-3/4"36"VALVE17-3/16" @ 36" SHWROWNERSBEDRMBEDRM #2BEDRM #447'-0"5'-0"31'-0"12'-10"6'-6"11'-8"
31'-0"
5'-0"26'-0"18'-0"29'-0"47'-0"9'-6"7'-6"12'-0"14'-3"3'-7 7/8"3'-10 7/8"5'-4"5'-8"6'-2"9'-0"CPT.CPT.CPT.5'-2"4'-4"3050 SH2W 3050 SH3020 FXTPHGIRDER TRUSSMFD TRUSSES AT 24" O.C.DN16R11'-9"2'-6"11'-9"
3'-11 3/4"7'-9 1/4"11'-0"2'-6"2x6 WALL
WDLAUNDRYSHELFLAU.HD-FLR2-85-0TUB/SHWR2x6 WALL
11'-6"2'-9"BEDRM #3CPT.24" TOWEL BARBATH#2HD-FLR2-466"OWNERSBATHHD-FLRW.I.C.2-6CPT.5-05-01-61'-11 1/2"3'-6"8'-6"2-62-69'-3 7/8"
9'-6"2'-3"3050 SH42" HIGH HALF WALLW/ WOOD CAP42" HIGH HALF WALLW/ WOOD CAP3020 FX5'-7"6'-5"RADONVENT PIPE2x6 WALLA.P.10'-11 1/4"22x30ATTICACCESSMFD TRUSSES AT 24" O.C.10'-0"9'-4"4-072"17'-6 3/4"3050 SH3050 SH10'-0"TPH2-42-42-42-67'-5 1/4"3'-6"8 3/4"16'-6 1/4"15'-2"2'-10"3'-6"11'-8"2'-4 1/8"5'-1"2'-7 1/2"8'-0"6'-3"3'-0"7'-11 1/4"2040 SHTEMP. GL.42x60 FBGL TUBPROVIDE ACCESS24" TOWEL BAR 6" SPLASH2'-3"2040 SHTEMP. GL.WINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#OWNERS BDRM23050 SH3050 SHBEDRM #213050 SHBEDRM #312W 3050 SHBEDRM #412040 SHOWNER'S BATH2BEDRM #313020 FXSTAIRWAY13020 FX0.310.3172 1/8" X 60 1/4"0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3124" X 48"0.3136 1/4" X 24"0.310.336 1/4" X 24"0.310.34'-4"NOTES:ALL TOE LEDGES AND SEATSARE 18" OFF THE SUBFLOORBATOE LEDGES ARE MODEL BT-17BY BETTER BENCH SYSTEMSDMIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADCHEIGHT OF SHOWER SHELVES TO BEDEPENDANT ON TILE SELECTIONSPLANS18234 HIDEAWAY TRAILCONSTRUCTIONPLAN OPTIONSTILED SHOWER SURROUND3'-9"W/ 36" GLASS PANEL2x4 WALL, 48" HIGHW/ CT SURROUND34x60 FBGL BASETOELEDGESHWRSHELF6'-0"6'-0"GIRDER TRUSS
GIRDER TRUSS
2-2x102-2x10-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C5XDRAWN: 10-5-2015-AWGRANT 5490-B-3.1PERMIT/CONSTRUCT:1-9-20-LLPC#666: 9-18-2019-CF1/4"=1'-0"SUMPACWHF.D.A/CHVRADONVENT PIPE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEELECTRICAL PLANUNFINISHED BASEMENTSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEGFIWPSDSSR/I3/4BUNEXCAVATEDUNFINISHEDSTORAGEFUTUREBEDRMFUTUREFAMILY RMUNFINISHEDMECH.LOW VOLTAGESYSTEM RECEPTACLESMART HOMESYSTEM RECEPTACLEWATER SOFTRECEPTACLEPLANS18234 HIDEAWAY TRAILCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT
GARAGEELECTRICAL PLAN1/4"=1'-0"KIT.FLEXROOM1/2BOWNERSENTRYThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C6XDRAWN: 10-5-2015-AWGRANT 5490-B-3.1PERMIT/CONSTRUCT:1-9-20-LLPC#666: 9-18-2019-CFFOYERWOOD PORCHCOVEREDRADONVENT PIPESPRINKLERSYSTEMRECEPTACLESGFISSDISP.SSSSS
SS
FANGFISSWP S TCHIMESDSSSS1ST FLOORSWPSCPEND.PEND.3'-0"9'-6"7'-1 5/8"ELECTRICAL PLAN1/4"=1'-0"RADONVENT PIPE2ND FLOORCEILING FANSSSGFIGFIS
SSSSS S
S SGFIFANSD/CMDSD/CMDSDSDSDSDLOWNERSBEDRMBEDRM #2BEDRM #4BEDRM #3BATH#2OWNERSBATHW.I.C.SS
FANC ROUGH-INSLLLLLDINETTELLLLLLLFANUSBS SHCPGFISSS2nd SMARTHOME RECEPTDLLLLGREATROOMDLLLLLDDDDLLLLLSS
VENT HOODTO OUTSIDETUBETECHCD
PLANS18234 HIDEAWAY TRAILCONSTRUCTIONPLAN OPTIONSSIGNATURE KITCHENGAS FIREPLACEFAMILY ROOM LIGHT PACKAGEDINETTE LIGHT PACKAGEKITCHEN PENDANT LIGHT PACKAGEBASE ENTERTAINMENT CABINETSSTAIR RAILINGTILED SHOWER SURROUND
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C7XDRAWN: 10-5-2015-AWGRANT 5490-B-3.1PERMIT/CONSTRUCT:1-9-20-LLPC#666: 9-18-2019-CFCROSS SECTION B-B1/4"=1'-0"9'-1 1/8"
10'-3 7/8"9'-8 1/4"
8'-1 1/2"8'-1 1/8"MFD TRUSS1'-4"1267 7/16"
GIRDER TRUSSCOVEREDWOOD PORCH8'-0"6 1/4"FLEXROOMGREATROOMFUTUREFAMILY RMUNFINISHEDSTORAGEBEDRM #45'-0"26'-0"31'-0"OWNERSBEDRM16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"DROPPED BEAM2'-0"7'-4"7 7/16"HEEL124
DROP HEADER HGT AT PORCHNOTE:8" FROM HOUSE PLATES8"18" MFD FLOOR TRUSSES3/4" 250 SUBFLOOR14" MFD I-JOISTS3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR2x8 JOISTS5/4" DECKING(2) 2x10DROPPED BEAMTOP OF THRESHOLDTO TOP OF JOIST6-1/4" FROM6x6 TREATED POSTS16"x60" CONC. PIER FTGMIN. 3'-6" BELOW GRADE7'-4"8"CANT.JOISTSCOVEREDWOOD PORCH16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"DROPPED BEAM2'-0"7'-4"7 7/16"HEEL1242x8 JOISTS5/4" DECKING(2) 2x10DROPPED BEAMPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 10" THICKPOURED CONC. WALLCONC. SIDEWALK8'-0"8"7'-4"CANT.JOISTSAT STEPS/WALKCROSS SECTION A-A1/4"=1'-0"9'-1 1/8"
10'-3 7/8"8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR9'-8 3/4"
8'-2"8'-1 1/8"MFD TRUSS1'-4"1267 7/16"DINETTE4" CONC. FLOORGARAGEOWNER'SBATHW.I.C.18" MFD FLOOR TRUSSES3/4" SUBFLOOR14" MFD I-JOISTS3/4" SUBFLOOR1'-4"7 7/16"1'-4"2'-0"3'-2"
WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL4/4" x 3" - WOODGRAIN(FRONT & REAR)6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM11 1/4" AT TOP
11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAMEBEAM1/2" OSBOVER 2xTREATED FRAMEWOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER1/4"=1'-0"1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASE
5'-0"2x10 JOISTS2x10 JOISTS
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C8XDRAWN: 10-5-2015-AWGRANT 5490-B-3.1PERMIT/CONSTRUCT:1-9-20-LLPC#666: 9-18-2019-CFATTIC VENTILATIONROOF AREA: 1333 SQ. FT.319.92 NET FREE VENT NEEDED AT RIDGE37' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 666 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806319.92 NET FREE VENT NEEDED AT SOFFITGARAGE: 687 SQ. FT.164.88 NET FREE VENT NEEDED AT RIDGE14' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 252 PROVIDEDFULLY VENTED SOFFITS164.88 NET FREE VENT NEEDED AT SOFFITCROSS SECTION C-C1/4"=1'-0"HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA9'-1 1/8"
10'-3 7/8"9'-8 3/4"
8'-2"8'-1 1/8"
6'-8"MIN HEADROOM BEDRM #4LAU.FLEXROOMUNFINISHEDMECH.OWNERSENTRY1/2BUNFINISHEDSTORAGEBEDRM #3MFD TRUSS1'-4"81210 1/8"MFD TRUSS1'-4"81210 1/8"18" MFD FLOOR TRUSSES3/4" 250 SUBFLOOR14" MFD I-JOISTS3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORTHE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.GARAGE SLAB LEDGE DETAIL5/8" GYP. BD.1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"6'-8"MIN HEADROOM
TYPICAL WALL SECTION1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESA
IR
C
H
U
T
E
S
APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN.
HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)W/ VAPOR BARR.5/8" GYP. BD.APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACE2x10 JOISTS2x10 JOISTSLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12"
4"4" DIA. HOLE14"
TO TOP OFSTONE VENEER
1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=1'-0"FLOOR DETAILDENSE PACK FIBERGLASS3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPNETR-30 SPRAY FOAM INSUL.4.34" AROUND DUCTWORK(R-6.9 PER INCH)BLOWN-IN INSULATION1" CLOSED-CELLSPRAY FOAM5/8" GYP. BD.
SSCOPE OF WORK:INDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Standard Bearing Wall DetailS4 - Standard Non-Bearing Wall Joist Blocking DetailS5 - Bottom Chord Bearing Truss Non-Bearing Wall DetailS6 - Top Chord Bearing Truss Non-Bearing Wall DetailMATERIALS:Concrete: Minimum 28 day compressive strength (F'c) of 3000 psi for wallsMinimum 28 day compressive strength (F'c) of 5000 psi for footingsMasonry:Minimum 28 day prism strength (F'm) of 1500 psiBackfill Soil:Sand - 30 psf/ft effective lateral pressureSandy Clay - 45 psf/ft effective lateral pressureClay - 60 psf/ft effective lateral pressureSITE ADDRESS:Street:City:State: MN Zip:Craig Oswell, PE (MN #42341)Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription: Scope of Work, Index, and CertificationProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34The drawings are to only be used by the Builder's Association of Minnesota (BAM) and its members. Refer to BAM's website for the most current version of these drawings. These drawings are to be provided to the building inspection department as part of the permit package.I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota.Page S1 of S6Fax: 612-886-2966www.oswellec.com2019 BAM Top of Foundation Wall Support Guide1/1/20191901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psiThese drawings are an illustrative representation of an alternative option to the top of wall support information contained in the 2012 International Residential Code (IRC) section 404.1, as adopted by the 2015 Minnesota State Building Code. These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete form, and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31, 2019.GGENERAL NOTES:1.2.3.4.Use of multiple sill plates is not allowed unless specifically noted.5.6.7.8.9.10.11.* = see note 11 above for alternate anchor optionsOOswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription: General NotesProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2" diameter expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor.1/1/2019Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor.Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place.Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. This packet applies to traditional floor joists, I-joists, and trusses. All floor members are to bear at least 3.5" on the sill plate unless noted otherwise. Sill plates may over overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations.FFax: 612-886-2966wwww.oswellec.comPage S2 of S6PPhone: 612-720-463911901 E Hennepin Ave, #201MMinneapolis, MN 5541372"72"72"24"48"40"72"36"48"16"72"72"72"72"72"72"72"TTOP OF WALL ANCHOR SPACING TABLEBBACKFILL HEIGHT ABOVE SLABANCHOR BOLTALTERNATE ANCHOR*ANCHOR BOLTALTERNATE ANCHOR*ANCHOR BOLTSSANDSSANDY CLAY8'-6"16"32"32"9'-6"64"24"40"16"24"8"72"72"72"64"72"72"32"64"24"72"40"56"24"110'-0"CLAYALTERNATE ANCHOR*SOIL TYPE72"7'-6"5'-6" or less8'-6"6'-6" or less7'-6"6'-6"48"16"7'-6" or less72"72"Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale.Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1, exception 1.72"CLEAR HEIGHT (Top of Slab to Top of Wall)8'-0" or less9'-0"64"16"72"32"8"72"32"56"Alternative to MN Code Table R404.1(1)48" 6" MinTTYPICAL TOP OF FOUNDATION WALL DETAILNNotes:1.2. USP LJQ must be sized appropriately for the actual floor member width.3.Floor members must be at least 3" wide when two Simpson A35/USP MPA1's are used.4. Connection C may be installed at every other floor member if the number of anchors is doubled.5. As an alternative, connection C may be installed at every fourth floor member.6. As an alternative, connection C may be installed at every third floor member.7. As an alternative, connection C may be installed at every other floor member.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support Guide##Description: Typical Bearing Wall DetailProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34Page S3 of S61901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com8'-0" or lessCC19.2"24"A (note 5) A (note 7)A (note 6)A (note 7)BC16"1/1/20199'-0"10'-0"16" A (note 7)CCA (note 7)BBBDCCCLEAR HEIGHT (Top of Slab to Top of Wall)CCDDD24"DCWood floor joist, I-joist, or trusses & wall framing by othersFLOOR MEMBER TO SILL PLATE CONNECTION TABLEAlternate to MN Code Table R404.1(1)CLASS (weakest to strongest)DESCRIPTION2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")CLAYBACKFILL TYPEFLOOR MEMBER SPACINGSANDSANDY CLAYSee table below for connection of each floor member to sill plateFoundation wall per Code by others (clear height is measured from top of basement slab to top of foundation wall)CONNECTION TYPEDSimpson FWANZ, Simpson U2.1/4, Simpson U2.37/4, USP LJQ, or (2) USP MPA1/Simpson A35 (see notes 1 to 3)Simpson FWANZ requires 1.125" minimum OSB rim and must be located within 5" the floor member. For trusses, it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided.ABC(3)0.131" diameter x 3" long toe/top nails(3)0.148" diameter x 3" long toe/top nailsUSP LJC or USP MPA1/Simpson A35 (see note 4)DD19.2"24"16"19.2"JJOIST BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.3.Toe nail blocking members in place as required for stabilty.4.5.6.All nails are to be spaced in members such that splitting does not occur.7.Foundation wall is to be per Code by others.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Standard Non-Bearing Wall Joist Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341/1/2019Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required.Full height blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes.Page S4 of S61901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comBlocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression.Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, joists, & structural rim by othersFloor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.Use Class D connection from S3 for blocking to sillSee note 4 for spacers as required at mechanical onlyInstall full height 2x or I-joist blocking as required to achieve the nailing noted (minimum of two spaces), spaces used do not need to be next to each other if spaces between are blocked per note 42x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5"), NOTE: Sill plate may have to be increased to 2x8 to fit Class D connectorsBBOTTOM CHORD BEARING TRUSS BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.3.Toe nail blocking members in place as required for stabilty.4.5.6.All nails are to be spaced in members such that splitting does not occur.7.Foundation wall is to be per Code by others.8.Do not cut rim truss bottom chord for any reason.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-46391/1/2019Fax: 612-886-2966www.oswellec.comPage S5 of S6Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required.OSB/plywood blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes.Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, trusses, & structural rim by others2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5"), NOTE: Sill plate may have to be increased to 2x8 to fit Class D connectorsFloor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.See note 4 for spacers as required at mechanical onlyInstall 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of two spaces), spaces used do not need to be next to each other if spaces between are blocked per note 4Install 3/4" minimum thick OSB/plywood to one side of 2x4 blocking w/ (6)0.131" diameter x 3" long nails top & bottom OR 1/2" minimum thick OSB/plywood to each side w/ (4)0.131" diameter x 3" long nails top & bottomUse Class D connection from S3 for blocking to sillNail rim truss bottom chord to sill plate w/ 0.148" diameter x 3" long nails @ 6" o.c.Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression.TTOP CHORD BEARING TRUSS BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.Toe nail blocking members in place as required for stabilty.3.All nails are to be spaced in members such that splitting does not occur.4.Foundation wall is to be per Code by others.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Non-Bearing Wall Top Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341/1/2019Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, trusses, & structural rim by othersPage S6 of S6Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of second space)2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.1901 E Hennepin Ave, #201Minneapolis, MN 55413Additional sill plates as required by others to match truss top chord depthInstall treated double 2x blocking ripped to fit height of sill plates in first bayPhone: 612-720-4639Fax: 612-886-2966www.oswellec.com
ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2UNEXCAVATEDOPTIONAL EGRESSWINDOW HEADER(3) 1-3/4"X7-1/4"X6'VERSA LAM LVLSTAIRWAYFLOOR TRUSSESBY OTHERSPORCH FLOORBY OTHERSB1B2B147' 0"31' 0" 10' 0"19' 6"17' 6"29' 0"26' 0" 22' 0" 2' 0" 19' 0" 5' 0" 18' 0"ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 1 Beam by others 6' 0" 1B1B2B147' 0"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B3 1 Beam by others 8' 0" 1B1B2B347' 0"Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5490-B3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.12-1-18AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5490-B3-GRD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTIONDETAIL N/A
Connector SummaryPlotID Qty Manuf ProductH1 1 Simpson HU11H2 10 Simpson IUS1.81/14ProductsPlotID Net Qty ProductLength PliesJ1 6 14" BCI® 4500s-1.8 32' 0" 1J2 12 14" BCI® 4500s-1.8 26' 0" 1J3 5 14" BCI® 4500s-1.8 20' 0" 1J4 6 14" BCI® 4500s-1.8 18' 0" 1J5 4 14" BCI® 4500s-1.8 14' 0" 1J6 1 14" BCI® 4500s-1.8 6' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 18' 0" 2B2 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B3 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B4 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B5 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B6 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B7 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2B8 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0" 2B9 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 10' 0" 2B10 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 8' 0" 1B11 2 Beam by others 6' 0" 1B12 1 Beam by others 4' 0" 1Ca1 14 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Pt1 2 Post by others 8' 0" 1STAIRWAYPORCH ROOFBY OTHERSROOF TRUSSESBY OTHERSSTART FRAMING HEREJOISTS @ 19.2" OCSINGLETRIMMERSOPTIONAL 6 FTWIDE WINDOW2 PLY 9-1/2" LVLPt1Pt1B4B8B6B11B11B9B2B3B1B12B10B7B5B2Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J6J1J5J4J3J2H2H2H110' 0"26' 0" 17' 6"22' 0" 5' 0" 47' 0"31' 0" 2' 0" 29' 0"19' 0" 19' 6"18' 0"9' 6"Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5490-B3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.12-7-19AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5490-B3-GRD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMINGDETAIL N/ADETAIL N/A
ProductsPlotID Net Qty Product Length PliesB1 1 Girder Truss by others 18' 0" 1B2 1 Beam by others 8' 0" 1B3 8 Beam by others 4' 0" 1STAIRWAYROOF TRUSSESBY OTHERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSB3B3B1B3B2B3B3B3B3B310' 0"26' 0" 17' 6"22' 0" 5' 0" 47' 0"31' 0" 2' 0" 29' 0"19' 0" 19' 6"18' 0"Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5490-B3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.11-10-15AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5490-B3-GRD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/A
AHdr119' 11 5/8"9' 6"3' 0"2' 0" 4' 4"5' 2"By: Anthony EstevezDate: 11-2-15RevisionsFile: Plan #5490Scale: 1/4"=1'DWG: Tall WallSheet: 1 of 1Boise CascadeLakeville, MNGeneral Notes:Boise Cascade Versa Studs shall be installed in accordance with BoiseCascade Corporations Engineered Wood Installation Guide.It is theresponsibility of the framing contractor to adhere to all recommendations forinstallation stated within. Boise Cascade installation guides can be obtained bycontacting a Boise Engineered wood Products specialist at 1-800-281-5503 orvisiting our website at www.bc.com.Design Criteria:Wind Load 20 PSFL/180Blocking @8' o.c. verticallySALES PRESENTATION DRAWINGNo structural or dimensional check has been madeof this design drawing of the building, thereforepurchaser is to check and approve all dimsensions,quantities, loads, and details carefully. This drawinghas not been check by Boise Engineering.1: 3-5-192:3:NOTE:CONTRACTOR IS TO VERIFY ALL DIMENSIONS ANDROUGH OPENING SIZES PRIOR TO ANYCONSTRUCTION OF WALLS. ROUGH OPENINGSIZES ARE ESTIMATES. VERIFY WITH WINDOWMANUFACTURER.NOTE:TALL WALL IS DESIGNED FOR VERTICAL LOADSAND HORIZONTAL WIND LOADS ONLY. LATERALWALL LINE BRACING OF THE BUILDING IS TO BEACCOUNTED FOR BY BUILDING DESIGNER.NOTE:STUDS, COLUMNS, AND HEADERS CALLED OUTREQUIRE LVL MATERIAL. PLATES, CRIPPLES,TRIMMERS, AND BLOCKING LABELED BY OTHERSDO NOT REQUIRE LVL MATERIAL AND ARE NOTINCLUDED IN QUOTE.COLUMN A:(2) 1-1/2"X5-1/2" VERSA STUDSCONNECT COLUMNS TO PLATES WITH 6 - 16D NAILSOR TWO A23 ANGLE CLIPS AT BOTH TOP ANDBOTTOM.COLUMN B:N/AHEADERS:Hdr1 = (2) 2x10 by othersSINGLE TRIMMER REQUIRED FOR SUPPORT ATEACH END OF HEADER AS SHOWN.2x6 WallCOLUMN C:N/ASTUDS:1-1/2"X5-1/2" VERSA STUDS @ 16" OCPLAN #5490 GARAGE RIGHTALL ELEVATIONSD. R. HORTONTALL WALL @ STAIRWAYDouble top plateby othersSingle bottom plateby othersOnly upper 6 ft of wallis exposed to wind load.
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5490 Walkout
HVAC Load Calculations
for
D.R. Horton
Lakeville
Prepared By:
Jake Ryan
Silver Tree Plumbing & Heating
1335 Mendota Heights Rd
Mendota Heights, MN 55120
651-900-7053
Friday, January 10, 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.
Silver Tree Plumbing & Heating 5490 Walkout
Eagan, MN 55121 Page 2
Project Report
General Project Information
Project Title:5490 Walkout
Designed By:Jake Ryan
Project Date:1/10/2020
Project Comment:
Client Name:D.R. Horton
Client City:Lakeville
Company Name:Silver Tree Plumbing & Heating
Company Representative:Jake Ryan
Company Address:1335 Mendota Heights Rd
Company City:Mendota Heights, MN 55120
Company Phone:651-900-7053
Company E-Mail Address:jaker@silvertreepandh.com
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces Southwest
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 -15.33 n/a 30%72 33.90
Summer:88 73 50%50%75 35
Check Figures
Total Building Supply CFM:975 CFM Per Square ft.:0.248
Square ft. of Room Area:3,935 Square ft. Per Ton:1,770
Volume (ft³):32,794
Building Loads
Total Heating Required Including Ventilation Air:49,084 Btuh 49.084 MBH
Total Sensible Gain:21,543 Btuh 81 %
Total Latent Gain:5,130 Btuh 19 %
Total Cooling Required Including Ventilation Air:26,673 Btuh 2.22 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.
F:\New Construction Bids\DRHORTON\5490\Base Calcs\5490 Heat Calc.rh9 Friday, January 10, 2020, 2:14 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5490 Walkout
Eagan, MN 55121 Page 3
Load Preview Report
Scope
Has
AED
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Min
Htg
CFM
Min
Clg
CFM
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.22 1,770 3,935 21,543 5,130 26,673 49,084 585 975 585 975 975
System 1 Main Floor Yes 2.22 1,770 3,935 21,543 5,130 26,673 49,084 585 975 585 975 975 11x16
Ventilation 664 3,364 4,028 4,981
Supply Duct Latent 6 6
Return Duct 62 111 173 413
Humidification 6,297
Zone 1 3,935 20,817 1,648 22,465 37,392 585 975 585 975 975 11x16
1-Basement 1,312 3,458 0 3,458 11,393 178 162 178 162 162 2--5
2-Main Floor 1,312 8,975 1,048 10,023 13,004 203 420 203 420 420 4--6
3-Upper Level 1,312 8,384 600 8,984 12,994 203 393 203 393 393 4--6
F:\New Construction Bids\DRHORTON\5490\Base Calcs\5490 Heat Calc.rh9 Friday, January 10, 2020, 2:14 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5490 Walkout
Eagan, MN 55121 Page 4
Duct Size Preview
Room or
Duct Name Source Minimum
Velocity
Maximum
Velocity
Rough.
Factor
Design
L/100
SP
Loss
Duct
Velocity
Duct
Length Htg
Flow
Clg
Flow
Act.
Flow
Duct
Size
System 1
Supply Runouts
Zone 1
1-Basement Built-In 450 750 0.01 0.1 594 178 162 162 2--5
2-Main Floor Built-In 450 750 0.01 0.1 535.4 203 420 420 4--6
3-Upper Level Built-In 450 750 0.01 0.1 500.1 203 393 393 4--6
Other Ducts in System 1
Supply Main Trunk Built-In 650 900 0.003 0.1 797.9 585 975 975 11x16
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:585
Cooling Flow:975
F:\New Construction Bids\DRHORTON\5490\Base Calcs\5490 Heat Calc.rh9 Friday, January 10, 2020, 2:14 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5490 Walkout
Eagan, MN 55121 Page 5
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER
GRADE, ground reflectance = 0.23, indoor insect
screen with 100% coverage, U-value 0.32, SHGC
0.32
357 9,945 0 8,873 8,873
11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 544 544
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
2633.2 14,893 0 2,277 2,277
15B0-10sf-8: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 8' floor depth, U-value 0.05
872 3,794 0 0 0
RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20
SPRAY FOAM, U-value 0.05
416.1 1,810 0 364 364
R49 Attic: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R49 Attic, U-value 0.02
1311.8 2,282 0 1,784 1,784
21A-28: 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 28' wide,
U-value 0.022
1311.8 2,511 0 0 0
Subtotals for structure:37,207 0 13,842 13,842
People:6 1,200 1,380 2,580
Equipment:448 2,310 2,758
Lighting:950 3,240 3,240
Ductwork:598 117 108 225
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 145, Summer CFM: 145 4,981 3,364 664 4,028
Humidification (Winter) 17.17 gal/day :6,297 0 0 0
Total Building Load Totals:49,084 5,130 21,543 26,673
Check Figures
Total Building Supply CFM:975 CFM Per Square ft.:0.248
Square ft. of Room Area:3,935 Square ft. Per Ton:1,770
Volume (ft³):32,794
Building Loads
Total Heating Required Including Ventilation Air:49,084 Btuh 49.084 MBH
Total Sensible Gain:21,543 Btuh 81 %
Total Latent Gain:5,130 Btuh 19 %
Total Cooling Required Including Ventilation Air:26,673 Btuh 2.22 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.
F:\New Construction Bids\DRHORTON\5490\Base Calcs\5490 Heat Calc.rh9 Friday, January 10, 2020, 2:14 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5490 Walkout
Eagan, MN 55121 Page 6
Building Rotation Report
All rotation degree values in this report are clockwise with respect to the project's original orientation.
Building orientation as entered (zero degrees rotation): Front door faces Southwest
Individual Rooms
Rm.
No.
Room
Name
0°
Rot.
CFM
45°
Rot.
CFM
90°
Rot.
CFM
135°
Rot.
CFM
180°
Rot.
CFM
225°
Rot.
CFM
270°
Rot.
CFM
315°
Rot.
CFM
High
Duct
Size
System 1:
Zone 1:
1 Basement 162 200 186 151 202 *219 166 106 2--6
2 Main Floor 420 473 437 374 476 *518 430 332 5--6
3 Upper Level 393 410 397 364 431 *447 401 343 4--6
* Indicates highest CFM of all rotations.
Whole Building
Rotation
Degrees
Front door
Faces
Supply
CFM
Sensible
Gain
Latent
Gain
Net
Tons
0°Southwest 975 21,543 5,130 2.22
45°West 1,083 23,844 *5,130 2.41
90°Northwest 1,020 22,496 5,130 2.30
135°North 888 19,689 5,129 2.07
180°Northeast 1,108 24,384 5,130 2.46
225°East *1,183 *25,982 5,130 *2.59
270°Southeast 997 21,999 5,130 2.26
315°South 782 17,408 5,130 1.88
* Indicates highest value of all rotations.
1.8
2.0
2.2
2.4
Southwest West Northwest North Northeast East Southeast SouthCooling TonsDirection Front door Faces
Building Rotation Tonnage
Building Net Tonnage
F:\New Construction Bids\DRHORTON\5490\Base Calcs\5490 Heat Calc.rh9 Friday, January 10, 2020, 2:14 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Silver Tree Plumbing & Heating 5490 Walkout
Eagan, MN 55121 Page 7
Building Rotation Report (cont'd)
20,000
21,000
22,000
23,000
24,000
25,000
26,000
27,000
28,000
29,000
30,000
31,000
32,000
33,000
34,000
35,000
8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day
Building Rotation Hourly Net Gain
Front door faces Southwest
Front door faces West
Front door faces Northwest
Front door faces North
Front door faces Northeast
Front door faces East
Front door faces Southeast
Front door faces South
F:\New Construction Bids\DRHORTON\5490\Base Calcs\5490 Heat Calc.rh9 Friday, January 10, 2020, 2:14 PM
Passive (No Fan)
Active (With fan and monitoring
device )
Location (or future location) of Fan:
Other Please Describe Here
Not applicable, all ducts located in conditioned space
Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
Passive
Low: Other, describe:
Low:
Location of fan(s), describe: Cfm's
" round duct OR
" metal duct
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor MN License Number
City Mailing Address of the Dwelling or Dwelling Unit
Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Combustion Air Select a Type
Location of duct or system:
Rim Joist (2nd Floor+)
Building envelope air tightness:
Below Entire Slab
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
THERMAL ENVELOPE
Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade
RADON CONTROL SYSTEM
Total R-Value of all Types of InsulationType: Check All That Apply
Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas
Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall
Output
in Tons:
Appliances Cooling System
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Make-up Air Select a Type
Domestic Water
Heater
Model
Heating System
Rim Joist (1st Floor)
Average U-Factor (excludes skylights and one door ) U:
Duct system air tightness:
Rating or Size
Efficiency
Heating Gain Cooling Load
Select Type
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):
Residential Load
Calculation
SEER
/EER
Capacity continuous ventilation rate in cfms:
Heating Loss
Manufacturer
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Date Cert. Posted
R-value
MECHANICAL SYSTEMS
Builders Associaton of Minnesota version 101014
01/15/2020 X
KP