HomeMy WebLinkAboutLA174720 18866 Hinton Court Permit PackCannot 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:
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. 2014C8:124:126:128:128:124:12 SADDLEAAAABBBBCCCCEEEEDDDD8:128:128:126:1230' RIDGE VENT 24' RIDGE VENT14' RIDGE VENT
4:12ROOF PLAN1/8"=1'-0"JORDAN 'B' FRONTAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM4" TRIM
4" TRIM
6" TRIM6" 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 TRIM1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725470-B-3.1JORDANDRAWN: 10-2-2015-AWPERMIT/CONSTRUCT:10-1-19-LLRADA RESIDENCECUST:NORTHERN CRAFTSMANJORDAN 'B' FRONTF128STEEL PANEL OVERHEAD DOORXXXXXFFD1'-0"1'-4"10 1/8"HEEL1'-4"ADDRESS NUMBERD1286:12 PITCH4:12 SADDLE1x4:12 PITCH4:12 PITCHD2020 FX2020 FX1'-4"10 1/8"
HEEL 1286 1/4"1'-4"10 1/8"HEEL
1'-4"10 1/8"
HEEL8" TRIM2"NORTHERN CRAFTSMAN5'-0"RAIN DIVERTEREREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENHHPERMIT/L 6, B 3 CHERRY HILL 5TH18866 HINTON COURTPLANSCONSTRUCTIONLEFT ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTHREAR ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE2x CEDAR1x CEDARAFA1'-0"1'-4"A1'-0"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS50% TO 80% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R8068:12 PITCHFA8:12 PITCH8:12 PITCH1'-0"1'-4"1'-4"7 7/16"1268:12 PITCH10 1/8"HEEL
6:12 PITCH12840% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode10/21/2019shutchins
MFD FLOOR TRUSSES
INSTALL PER MFRS SPECS7'-7"5'-4"5'-3 1/2"5'-6 1/2"UP16R7'-4"A/C12'-11"50'-0"11'-6"
49'-0"7'-0"24'-0"18'-0"25'-0"50'-0"19'-0"19'-6"11'-6"1'-7 1/2"1'-7 1/2"1'-4 1/4"1'-10 3/4"35'-0"
12'-6"
10'-0"4'-0"
49'-0"
3'-6"
10'-0"
5'-0"18'-0"12'-0"10'-0"5'-9"13'-2"16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.16'-3"8'-3" M.O.8'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEMIN. 3'-6" BELOW GRADE6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLTYP. WINDOW HEAD HEIGHT AT 7'-0" 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/MFRBASEMENT PLAN1/4"=1'-0"FUTURE BEDRM226 SQ. FT.FUTUREW.I.C.FUTUREFAMILY RM791 SQ. FT.UNFINISHEDSTORAGE / MECH.R/I3/4B52 SQ. FT.TPH36"16"x8" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGH2'-0"19'-6"11'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2-82-62-4HDR2-4DROPPED BEAMCONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLUNEXCAVATEDSUMPTHRU FOOTINGSGROUNDING ROD2W 3050 SH3050 SH2x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALLTREATED BOTTOM PLATE6" CURB, 2" LEDGE18x8 CONC. FTG.MIN. 3'-6" BELOW GRADEThese 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. 2014C2X6'-0"OF MAIN LEVEL SUBFLOORFRAME WALL TO UNDERSIDE6'-11"16'-4"14'-2"12'-7"6-0 SGDACHVWHF.D.BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM4'-0"
MAX FBBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEMMAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.COCKSILL2'-0"36x72CONC. PAD13'-2"17'-6 1/2"5'-9"4'-11 1/2"DROPPED BEAM30x30x12CONC. PAD FTG.B.P.DROPPED BEAM (cont)NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE42x42x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE34x48 FBGLSHOWERSURROUND4'-0"
4'-6"16"x8" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGHFILL14"x8" CONC. FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL6" THICK1'-0"5'-0"24" TOWEL BAR
JORDAN-5470-B-3.1PC#637: 8-15-2019-CFPC#666: 9-25-2019-CFPERMIT/CONSTRUCT: 10-1-19-LL1302 SQ. FT.NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM30x30x12CONC. PAD FTG.34x34x14CONC. PAD FTG.RADONVENT PIPEWINDOW & DOOR SCHEDULE-WALKOUTCALL-OUTU-FACTORROUGH OPENING6068 SGD0.3172 1/8" X 80"LOCATIONSHGCFAMILY ROOM0.323050 SH0.3136 1/4" X 60 1/4"#11BEDROOM0.310.3110.31FAMILY ROOM2W 3050 SH72 1/8" X 60 1/4"2'-6 1/2"2'-10 1/2"1'-11"3 1/2x5 1/2 VERSA COLUMNFOUNDATION INSULATIONFRONT FOUNDATION WALL:-17 SQ FT/64 LIN FT= 1.28 RATIOR-10REAR FOUNDATION WALL:-25 SQ FT/50 LIN FT= 0.5 RATIORIGHT SIDE FOUND. WALL:-13-53-68 SQ FT/25 LIN FT= 0.52 RATIOLEFT SIDE FOUND. WALL:- 18-57-74 SQ FT/35 LIN FT= 0.72 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-10R-10REQUIREMENTS5-1/4x5-1/4 VERSA COLUMNCOCKSILL6'-8"1'-0"18866 HINTON COURTCONSTRUCTIONPLANSLOT 6, BLK 3, CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSWALKOUT BASEMENTAUTOMATIC 2-ZONE HEAT RUNS16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH12'-0"
12'-0"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGHCONCRETE FRONT PORCH(2) 7-1/4" VERSA-LAM(2) 9-1/2" VERSA-LAM(3) 11 7/8" VERSA-LAM555UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
WOOD RAILING35'-0"
12'-6"36'-6"5'-0"18'-0"
49'-0"6'-4"7'-0"24'-0"11'-8"25'-0"50'-0"19'-0"19'-6"11'-6"19'-6"13'-2"6'-4"6'-6"6'-8"9'-9"9'-9"5'-5 3/4"6'-0 1/4"REF.END PANEL
10'-8"2'-6"3'-6"1'-11"18'-6"18'-0"5'-2"8'-4"6'-0"19'-6"11'-0"2'-0"
12'-0"10'-0"
4'-8"
5'-4"4'-8"
49'-0"4'-6"3'-10"1'-7 3/4"3'-10 3/4"4'-8 1/2"2-42-816x7 OVERHEAD DOOR8x7 OVERHEAD DOORFLOOR LINE ABOVE
DROPPED BEAM
12'-0 1/2"6'-3 1/2"8"2'-11"3'-5"6"6"
18'-0"4'-6"5'-9"4'-0"4'-0"14'-2"2-03-02W 3060 SH3040 SH3060 SH3060 SH3060 SH2W 3060 SHDININGCPT.FAMILYROOMCPT.GARAGESLOPE TO DOORS4" CONC FLOOR715 SQ. FT.TYPICAL 2x6 GARAGE WALLSOWNERSENTRYHD-FLRFOYERHD-FLRPANTRYHD-FLR2-812" DROPPED SOFFIT 12" DROPPED SOFFITSTEPS14" MFD I-JOISTSINSTALL PER MFRS SPECSCANT.BEAMDROPPED BEAM8"CONC PORCH16" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAMDN16R2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLFLUSH BEAMDROPPED BEAM6'-11 1/2"1ST FLOOR PLAN1/4"=1'-0"1423 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/MFRThese 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. 2014C3XON ALL WALLS & CEILINGGYP. BOARDNOTE: 22x30ATTICACCESS 10" FROM HOUSEDROP PLATES6'-4"
3-4 x 8-0 OPG.
2'-6 1/2"CPT.HD-FLR3'-6"114 SQ. FT.8'-7"50'-0"1 1/2"CPT.UP15RUP
1R2X8 WALL10'-2"7'-10"DROPPED BEAM5'-4"2x6 BRNG WALL3'-9 1/2"DROPPED BEAM10" FROM HOUSEDROP PLATES2'-0"DINETTEHD-FLR2-4HDR10'-0"4'-0"
SUBFLOOR TO
43 1/2" FROM TOP OF
SET KITCHEN WINDOW
RGH.OPG. OF WINDOW6"CONC STEPS5'-0"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE14" MFD I-JOISTS
INSTALL PER MFRS SPECS
14" MFD I-JOISTS
INSTALL PER MFRS SPECS 20 AMP.MICRO HOODCIRCUITGASOVENKIT.HD-FLRDW24x60BASE7'-0"8'-0 1/2"3'-5" TOP34 1/2" A.F.F.2x4 WALLS FRAMED4'-4"
5'-0" CABTS.JORDAN-5470-B-3.1PC#637: 8-15-2019-CFPC#666: 9-25-2019-CFPERMIT/CONSTRUCT: 10-1-19-LLRADONVENT PIPEAPRON SINK
5'-4" TOP 5'-10"
5'-1" WALLVERSA-LAM COLUMN5-1/4" x 5-1/4"LAM COLUMN5-1/4" x 7" VERSA-6-1/2" BEARING REQ'DMFD TRUSSES AT 24" O.C.9'-8"3'-10"2-4BEDRM #6CPT.BATH #4HD-FLR36"2-64-07'-2"4'-6"3'-1"34x48 FBGLSHOWERSURROUND11'-0"6'-11"4'-1"2'-6"3'-1 1/2"3'-1 1/2"7'-0"
5 1/2"
INSIDE FRAMINGINSIDE FRAMING OUTSIDE FRAMING2'-0"FRAME SOFFIT AT 7'-6 1/8" FROM
TOP SBFLR TO BTM FRAMING
14" TRANSOM6068 SGD W/6068 SGD W/ TRANS0.3136 1/4" X 48"0.310.3172 1/8" X 94"0.32WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138.25" X 83.25"FOYER0.2312W 3060 SHDINING ROOM1BEDROOM #62W 3060 SH1DINETTEFAMILY ROOM3060 SH1KITCHEN3040 SH130.3172 1/8" X 72"0.310.3172 1/8" X 72"0.310.3136 1/4" X 72"0.31FLEX/DINING RM10.310.30OPT 3W 2020 FX72" X 24"2'-0"1'-6"14"x24" SOFFIT14"x24" SOFFIT2'-0"18866 HINTON COURTCONSTRUCTIONPLANSLOT 6, BLK 3, CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSSIGNATURE KITCHENFAMILY ROOM LIGHT PACKAGEGAS FIREPLACEDINING ROOM LIGHT PACKAGESTAIR RAILINGDINETTE LIGHT PACKAGELAZYSUSANCOOKTOP(BACKSPLASH BY OWNER)CENTRAL VAC INCLUDES:POWER UNIT, VACUSWEEP,4 INLETS & ATTACHMENTSGAS FP w/ FANR.O. 42"x 40-1/8"DO NOT DELIVER ORINSTALL BATHROOMTOWEL BARSDO NOT DELIVER ORINSTALL TOILETPAPER HOLDERS425 BASE325 CASING(2) 7-1/4" VERSA-LAM(3) 7-1/4" VERSA-LAM(2)2x10(2) 7-1/4" VERSA-LAM(2) 14" VERSA-LAM(1) 14" VERSA-LAM(2) 24" VERSA-LAM(2) 14" VERSA-LAM(2) 11 7/8" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 7-1/4" VERSA-LAM444666665555See SA1 forBWP AddendumPFHPFH
11'-6"7'-0"5'-0"11'-6"
6'-4"11'-2"
35'-0"6'-0"
41'-0"50'-0"13'-6"15'-2"50'-0"13'-6"5'-6"8'-2"10'-9 1/2"19'-0"12'-0 1/2"18'-11 1/2"25'-0"16'-0"41'-0"3'-0"13'-0"
2'-6"
5'-6"4'-6"8'-6 1/2"3'-4 1/4"5'-9 1/2"5'-6"8'-0"6'-6"7'-0"2'-7"2'-11"6'-0 1/4"6'-0 1/4"6'-7 3/4"1'-10 1/4"7'-0"6'-6"7'-8"7'-6"2ND FLOOR PLAN1/4"=1'-0"1580 SQ. FT.LIVING AREANOTE: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/MFR2-62-611'-6 3/4"3'-4"2'-2"LINEN2W 3050 SH2W 3050 SH3050 SH2W 3050 SH2'-3"8'-11"DN16R2-62-02-6BEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.W.I.C.CPT.W/ WOOD CAP42" HIGH HALF WALLThese 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. 2014C4X3040 SHTEMP GLGAMEROOMCPT.3050 SH36'-6"10'-0"3'-8 3/4"72"14'-2"7'-2"7'-1"7'-1"2-48'-4 1/4"2W 3050 SH2-42-4OWNERSBEDRMCPT.W.I.C.CPT.OWNERSBATHHD-FLRMELAMINEPANEL2-8WASHDRYTUB135013502-47'-6"4'-0"3'-6"2-4W.I.C.CPT.W.I.C.CPT.W.I.C.CPT.2-4INSIDE FRAMING2-42x6 WALL2-47'-6"3'-8"3'-6"2x6 WALL18'-0"
GIRDER TRUSS2020 FXTEMP GL2020 FXTEMP GLMFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.2'-3 1/2"TEMP5-0 FBGLTUB/SHWR22x30
ATTIC
ACCESS
RADONVENT PIPE42x60FBGL TUBPROVIDEACCESS6" SPLASH3'-8"34x60 FBGL SHWRSURROUNDJORDAN-5470-B-3.1PC#637: 8-15-2019-CFPC#666: 9-25-2019-CFPERMIT/CONSTRUCT: 10-1-19-LLWINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#2W 3050 SH1W.I.C.1BEDRM #4GAME ROOM12W 3050 SH2W 3050 SHOWNERS BR13040 SHOWNERS BATH12020 FX22W 3050 SH1BEDRM #31BEDRM #2OWNERS BATH3050 SH3050 SH0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.310.3172 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 48"0.3124" X 24"0.310.32LINEN18"BATH #2HD-FLR60"2-4LAUNDHD-FLR6'-6"7'-0"NO TOP PLATESNO TOP PLATES5-1/4x5-1/4 VERSACOL.5-1/4x5-1/4 VERSACOL.18866 HINTON COURTCONSTRUCTIONPLANSLOT 6, BLK 3, CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSFLOOR MOUNTED LAUNDRY TUB(GAS LINE)WIRE SH.DO NOT DELIVER ORINSTALL BATHROOMTOWEL BARSDO NOT DELIVER ORINSTALL TOILETPAPER HOLDERS425 BASE325 CASINGBATH #2 DOOR554444444444
SWPThese 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. 2014C5XJORDAN-5470-B-3.1PC#637: 8-15-2019-CFPC#666: 9-25-2019-CFPERMIT/CONSTRUCT: 10-1-19-LLELECTRICAL PLANSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESDSGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEUNFINISHED BASEMENTWPSUMPA/C1/4"=1'-0"FUTURE BEDRMFUTUREW.I.C.FUTUREFAMILY RMUNFINISHEDSTORAGE / MECH.R/I3/4BUNEXCAVATEDACHVWHF.D.SMART HOMESYSTEM RECEPTACLELOW VOLTAGESYSTEM RECEPTACLEWATER SOFTRECEPTACLE18866 HINTON COURTCONSTRUCTIONPLANSLOT 6, BLK 3, CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSWALKOUT BASEMENTAUTOMATIC 2-ZONE HEAT RUNSCONCRETE FRONT PORCH
ELECTRICAL PLAN1/4"=1'-0"1ST FLOORDININGGARAGEOWNERSENTRYFOYERPANTRYKIT.CONC PORCHThese 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. 2014C6XJORDAN-5470-B-3.1PC#637: 8-15-2019-CFPC#666: 9-25-2019-CFPERMIT/CONSTRUCT: 10-1-19-LLSELECTRICAL PLAN1/4"=1'-0"BEDRM #2OWNERSBEDRM2ND FLOORBEDRM #3BEDRM #4W.I.C.W.I.C.W.I.C.W.I.C.W.I.C.BATH #2LSWPSSSS SSSSSWPGFI TSSSSPRINKLERSYSTEMRECEPTACLEUSBSDISP.SSSDINETTECL4'-0"4'-7 1/2"
SS
SSDSSSSROUGH-INCEILING FANS
S GFIGFI
SSS
S
GFISSS CSD/CMDSDSDSD/CMDS
S
SDFANSDSSGFI BEDRM #6BATH #4FANLSSSFANOWNERSBATHLSFANLLLLLLSD/CMDSCHIMESHCPSSSS2nd SMARTHOME RECEPT.DDDDGAME ROOMLLLLLLLLLLLLLLLLLDLLLLLLPHFAMILYROOMSLLLLSSCENTRAL VACROUGH-INCEILING FANROUGH-INCEILING FANROUGH-INCEILING FANSSS LIGHT OPENINGFOR FUT. FIXTURELIGHT OPENINGFOR FUT. UNDERCABINET FIXTURESLIGHT OPENINGFOR FUT. UNDERCABINET FIXTURESSSTECHTUBE2-ZONET2-ZONECDCD18866 HINTON COURTCONSTRUCTIONPLANSLOT 6, BLK 3, CHOKECHERRY HILL 5TH ADD.PLAN OPTIONSSIGNATURE KITCHENFAMILY ROOM LIGHT PACKAGEGAS FIREPLACEDINING ROOM LIGHT PACKAGESTAIR RAILINGDINETTE LIGHT PACKAGEFLOOR MOUNTED LAUNDRY TUBBATH #2 DOOR
7XJORDAN-5470-B-3.1PC#637: 8-15-2019-CFPC#666: 9-25-2019-CFPERMIT/CONSTRUCT: 10-1-19-LLThese 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. 2014C9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORSLOPE TO DOORSW.I.C.GARAGE24'-0"1/4"=1'-0"CROSS SECTION A-A25'-0"OWNERSENTRY4" CONC. FLOORBEDRMOWNERSBEDROOM #6DROP PLATES 10"AT 2-CAR PORTION OF GARAGE10"8'-4 7/16"20'-0"4127'-6 7/16"14" MFD I-JOISTS18" MFD FLOOR TRUSSESMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16"1/4"=1'-0"CROSS SECTION C-C9'-1 1/8"
10'-3 7/8"9'-8 3/4"
8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR3 1/2" CONC. FLOORDININGPANTRYKITCHENW.I.C.BATH #2BEDRM #3BEDRM #29'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR14" MFD I-JOISTSSLOPE TO DOORSW.I.C.GARAGE22'-0"23'-0"1/4"=1'-0"CROSS SECTION B-B5'-0"BEDRM #44" CONC. FLOORROOMGAMEROOMFAMILY18'-0"35'-0"1/4"=1'-0"LONGITUDINAL SECTION D-D9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POURED3 1/2" CONC. FLOORKITCHENOWNERSBATHOWNERSENTRYW.I.C.BATH #2W.I.C.HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM4) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATAFLAT FRAME FORLIGHTING FIXTURE1'-0"18" MFD FLOOR TRUSSES14" MFD I-JOISTS18" MFD FLOOR TRUSSES1'-4"1244 3/4"18'-0"4'-0"16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"DROPPED BEAM6'-0"18" MFD FLOOR TRUSSES14" MFD I-JOISTSDROPPED BEAM6'-8"
MIN HEADROOM CONC. STOOP5 1/2"TOP OF THRESHOLDTO TOP OF JOIST6-1/4" FROM41'-0"1'-4"10 1/8"
HEEL
GIRDER TRUSS
8126'-8"
MIN HEADROOM 14" DROPPED BEAMRIM BOARD9'-11 3/8"RIPPED8"41'-4"4 3/4"5'-4"12
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. 2014C8XJORDAN-5470-B-3.1PC#637: 8-15-2019-CFPC#666: 9-25-2019-CFPERMIT/CONSTRUCT: 10-1-19-LLATTIC VENTILATIONHOUSE: 1633 SQ. FT.391.92 NET FREE VENT NEEDED AT RIDGE54' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 972 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806391.92 NET FREE VENT NEEDED AT SOFFITGARAGE: 506 SQ. FT.121.44 NET FREE VENT NEEDED AT RIDGE14' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 252 PROVIDEDFULLY VENTED SOFFITS121.44 NET FREE VENT NEEDED AT SOFFITGARAGE SLAB LEDGE DETAIL1/2" 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"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.2-PLY 24" VERSALAM BEAM10"14" MFD I-JOISTS2'-0"1'-2"(BOISE-EWP ONLY)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 TRUSSESAIR
CH
U
TE
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 FACE9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR18" MFD FLOOR TRUSSES14" MFD I-JOISTSGARAGE4" CONC. FLOOR1/4"=1'-0"LONGITUDINAL SECTION E-E30'-6"BEDRM #31'-4"81211'-6 1/2"18'-11 1/2"19'-6"FOYERDININGBEDRM #4DROP PLATES 10"AT 2-CAR PORTION OF GARAGE10"10 1/8"HEEL W.I.C.8129'-11 3/8"3/4" RIGID INSUL.MIN. R-30 BATT. INSUL.1'-4"10 1/8"
HEEL 8121'-4"10 1/8"HEELDROPPED BEAM SEE LP ORBOISE PLANS FOR SIZE1'-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
LIGHT 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
SSCOPE OF WORK:INDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Step Footing DetailS4 - Frost Wall DetailS5 - Lookout Wall DetailS6 - Full Height Wall DetailMATERIALS:Reinforcing Steel:: Grade 40 (40 ksi) for #4 and smaller bars Grade 60 (60 ksi) for #5 bars and largerRebar Substitution Notes:1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel.2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing.Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirementsMinimum 28 day compressive strength of 3000 psi for wallsMinimum 28 day compressive strength of 5000 psi for footingsBackfill Soil:Sand - 30 psf/ft effective lateral pressureSandy Clay (SC) - 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 Standardized Concrete Foundation DrawingsDescription: Scope of Work, Index, and CertificationProject # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372342019 Standardized Concrete Foundation Drawings1/1/2019The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package.These drawings apply to the construction of cast-in-place concrete 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, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2019.1901 E Hennepin Ave, #201Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psiI 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 S6Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comGGENERAL NOTES:1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall.3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60.4. Bend horizontal bars or provide matching hooks around all wall corners and intersections.5. Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided.6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained.7.8.9. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1.10.Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings.12. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale.13.14.CCOLD WEATHER GUIDELINES:1.2.Concrete is to be delivered to the site in a timely manner. 3.Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised.4. Do not add additional water. Using water-reducing admixtures is recommended when required.5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground, snow, or ice.6. Preheating of rebar is not required, however it is to be free of frost, snow, and ice.7.OOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: General NotesProject # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement.The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate.11901 E Hennepin Ave, #201MMinneapolis, MN 55413Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F.The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures below 20 degrees F.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. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored.Maximum inside window well dimension is 72". Well walls are to be at least 8" thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others.1/1/2019FFax: 612-886-2966wwww.oswellec.comPage S2 of S6PPhone: 612-720-4639HHIGH FOOTINGLOW FOOTINGFOOTING STEP DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Step Footing Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step6'-0" maximum stepOptional control joint each end of beam section by others24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4')High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown1/1/2019(beam section)www.oswellec.comPage S3 of S6Phone: 612-720-4639Fax: 612-886-29661901 E Hennepin Ave, #201Minneapolis, MN 55413Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated6" minimum thick cast-in-place concrete foundation wallWall framing by othersWWALKOUT/ SLAB-ON-GRADE FROST WALL DETAILNote: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wallOOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Frost Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Grade to be at least 6" below top of wallSill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2")6" minimum thick cast-in-place concrete wallPage S4 of S6(1)#4 continuous horizontal bar w/in 18" of top of wall1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedUnreinforced concrete strip footing per Code by others, provide frost protection per Code as required1/1/2019Optional slab ledge, maximum stem height is 12" w/ width to match sill plateWall framing by others66" wall spacing:8"+ wall spacing:LOOKOUT WALL DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Lookout Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Grade to be at least 6" below top of wallSill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2")Page S5 of S6(1)#4 continuous horizontal bar w/in 18" of top of wall1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comFooting elevation may vary below slab, provide frost protection per Code8" thick x 18" wide minimum unreinforced concrete strip footing (16" wide minimum for maximum unbalanced grade of 2'-6" or less), larger footing width may be required for specific soil bearing conditions to be determined per Code by others6" minimum thick cast-in-place concrete wall#4 x 2'-0" long centered dowels w/ 5" minimum embed wet set or epoxy grouted in place32" o.c. max for sand & 24" o.c. max for SC & clay 48" o.c. max for sand, 42" o.c. max for SC, & 36" o.c. max for clay 1/1/20193'-2" maxWood floor & wall framing by othersGrade to be at least 6" below top of wallBBASEMENT WALL DETAILTTable Notes:(1) = (2) = Allowed alternate anchors are:Oswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: Full Height Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Page S6 of S6Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing11901 E Hennepin Ave, #201MMinneapolis, MN 55413PPhone: 612-720-4639FFax: 612-886-2966wwww.oswellec.comUnreinforced if concrete is 5000 psi or if clear height is 4" lessUnreinforced if concrete is 4000 psi or if clear height is 4" lessCast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6" thick & no more than 16" high Connection of floor members to sill plate to be per Code by others1/1/2019Clear Height88' or LessBBoltsAAlternateNANA36"(1)NANACClay99'WWall Thickness88"110"112"#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedSSandSSCCClaySSandSSCUnreinforced concrete strip footing per Code by others, elevation below slab may vary as requiredMAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations)110'CClear Height and Soil TypeSSandSSCCClayVVertical Rebar SpacingNANANANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NANANANANA72"48"72"24"48"18"36"(1)NANA72"36"60"24"36"12"48"18"SSill Anchor Spacing36"12"24"8"
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 12' 0" 2B3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 3B4 2 Beam by others 6' 0" 1B5 1 Beam by others 4' 0" 1Pt1 1 3-1/2" x 5-1/2" VERSA-LAM® 1.8 2750 SP 8' 0" 1Pt2 1 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 8' 0" 1OPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLSTAIRWAYUNEXCAVATEDFLOOR TRUSSESBY OTHERSPORCH FRAMINGBY OTHERSPt2Pt1B1B3B2B5B4B44' 0" 10' 0" 35' 0" 49' 0" 24' 0" 25' 0" 19' 0"11' 6"19' 6"50' 0"4' 6"12' 0" 11' 0"19' 6"2' 0" ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 Beam by others 6' 0" 1B2B1B250' 0"ProductsPlotID Net Qty ProductLength PliesB1 3 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 3B2 1 Beam by others 8' 0" 1B3 1 Beam by others 4' 0" 1B2B1B350' 0"Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5470-B3-GLBy: 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 #5470-B3-GLD.R. HORTONMAIN FLOOR FRAMINGDESIGN = L/480BASE MODELMAIN FLOOR FRAMINGWALKOUT OPTIONLOOKOUT OPTIONDETAIL N/A
ProductsPlotID Net Qty ProductLength PliesJ1 11 14" BCI® 4500s-1.8 36' 0" 1J2 10 14" BCI® 4500s-1.8 26' 0" 1J3 10 14" BCI® 4500s-1.8 18' 0" 1J4 11 14" BCI® 4500s-1.8 12' 0" 1J5 2 14" BCI® 4500s-1.8 8' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 20' 0" 2B2 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B3 3 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 3B4 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B5 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2B6 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 12' 0" 2B7 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 10' 0" 2B8 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1B9 2 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP 18' 0" 2B10 3 Beam by others 8' 0" 1B11 1 Beam by others 6' 0" 1B12 6 Beam by others 4' 0" 1Ca1 16 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Bk1 1 14" BCI® 4500s-1.8 11' 0" 1Pt1 1 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 12' 0" 1Pt2 1 5-1/4" x 7" VERSA-LAM® 1.8 2750 SP 10' 0" 1Pt3 2 Post by others 8' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 18 USP THF17140H2 1 USP HD412IFSTAIRWAYPORCHGARAGESTART FRAMING HEREJOISTS @ 19.2" OCSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSTART FRAMING HEREFOR JOISTS OVERGARAGE @ 19.2" OCSINGLETRIMMERSOPTIONAL 6 FTWIDE WINDOW"BEAM BY OTHERS"Pt2Pt1Pt3Pt3B5B4B10B12B12B2B3B12B12B2B12B12B10B10B8B7B8B11B6B9B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1H2J1J3J5J2J4Bk1H1H1H14' 0" 10' 0" 35' 0" 49' 0" 24' 0" 25' 0" 19' 0"11' 6"19' 6"50' 0"1' 0" ProductsPlotID Net Qty Product Length PliesB1 1 Beam by others 4' 0" 1EXISTINGPANTRYHEADERSINGLETRIMMERSB135' 0" 49' 0" Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5470-B3-GLBy: 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.2-2-19AERevisions: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 #5470-B3-GLD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMINGDETAIL N/AOPTIONAL PANTRY
ProductsPlotID Net Qty ProductLength PliesB1 1 Girder Truss by others 26' 0" 1B2 4 Beam by others 8' 0" 1B3 1 Beam by others 6' 0" 1B4 3 Beam by others 4' 0" 1Pt1 2 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 10' 0" 1PORCH ROOFGARAGE ROOFSTAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSPt1Pt1B2B4B2B3B4B2B2B4B16' 0" 35' 0" 41' 0" 16' 0" 25' 0" 19' 0"12' 0"19' 0"50' 0"Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5470-B3-GLBy: 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.4-3-18AERevisions: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 #5470-B3-GLD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/A
%12;4+)*6*#0510)4172..%&GUETKRVKQP&CVG4GXKUKQP(GDTWCT[2TQLGEV0WODGT &CVG 55JGGVU QH2TKPV0COG 5KIPGF .KEGPUG0WODGT 4[CP/CEMÄÄ&CVG +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC&4*QTVQP-GPDTKFIG%QWTV.CMGXKNNG/0Ä$Ä)./QFGN/KPPGUQVC%QPUVTWEVKQP-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQOZ$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*0#+.'#%*,1+56616122.#6'Y
F61'0#+.50#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;+06'4+14$'#4+0)9#..+06'4+14010Ä$'#4+0)9#..2418+&'(7..&'26*$.1%-+0)$'69''0,1+5650#+.'&616122.#6'5Y
F0#+.5'#%*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.#6'5YF61'0#+.5"1%2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YF61'0#+.5"1%6*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'³/#+09+0&(14%'4'5+56+0)5;56'/´(146*''06+4'4'5+&'06+#.5647%674'6*'.1%#6+10#0&.'0)6*1('#%*$4#%'&9#..2#0'.#0&'0)+0''4'&9+0&4'5+56+0)'.'/'066*#6+54'37+4'&(146*'*#0510)41725&'5+)0+55*190106*'5647%674#.&4#9+0)59#..501652'%+(+%#..;.#$'.'&106*'2.#05/#;$'56#0&(4#/+0)5'%6+1055*190&'2+%6%100'%6+1051($4#%'&9#..2#0'.561411(64755'5#$18'61,1+56564755'5$.1%-+0)#$18'#0&61,1+56564755'5$.1%-+0)$'.196*'5'2#0'.5#4'0160'%'55#4+.;4'37+4'&61#.+)0$76/#;&'2'0&+0)102.#0.#;1760#+.'#%*64755616122.#6'Y
F61'0#+.50#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*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.#6'5YF61'0#+.5"1%411(64755'5$4#%'&9#..2#0'.(.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. 5+/2510#(4#/+0)#0).''#%*'0&
Z0#+.52418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'.
Z0#+.55+/2510#(4#/+0)#0).''#%*'0&(.114,1+5652418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'.
Z0#+.55+/2510#(4#/+0)#0).''#%*'0&(.114,1+565$4#%'&9#..2#0'.
Z0#+.55+/2510.62(4#/+0)2.#6''#%*'0&(.11464755'5(.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. (.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. (.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. $4#%'&9#..2#0'.
Z0#+.55+/2510.62(4#/+0)2.#6''#%*'0&(.11464755'5(.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. $4#%'&9#..%100'%6+10$4#%'&9#..%100'%6+10$4#%'&9#..%100'%6+10
411(64755'5
(.114,1+565
(.11464755'5 &'6#+.55*190#$18'#4'#.6'40#6+8'%100'%6+10561$'75'&9*'0$4#%'&9#..2#0'.&1'5016#.+)09+6*(4#/+0)':6'4+14010Ä$'#4+0)9#..411(64755(#56'0'&612.#6'5YF61'0#+.5"1%0#+.4+/6122.#6'5YF61'0#+.5"1%0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y
F0#+.5'8'4;0#+..#&&'464755616122.#6'5YF0#+.5"1%0#+.$1661/2.#6'61.#&&'464755Y
F0#+.5'8'4;411(64755'5(#56'0'&612.#6'5Y
F61'0#+.5 5+/2510*%.+2Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*0#+.'#%*,1+56616122.#6'5Y
F61'0#+.50#+.$1661/2.#6'614+/,1+56$.1%-+0)Y
F0#+.5'8'4;0#+.'#%*64755616122.#6'5Y
F61'0#+.50#+.$1661/2.#6'614+$$10$4#%'64755Y
F0#+.5'8'4;(4#/'Z$1:#4170&52#%'$'69''064755Y5#/'5*'#6*+0)#0&(#56'0+0)#59#..$'.19
144'2.#%'Y#&'37#6'&'26*Z/'/$'4 Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5
/#+0722'4.'8'.411(64755$'#4+0)9#..510.; Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5
/#+0722'4.'8'.411(64755$'#4+0)9#..510.; ':6'4+14$'#4+0)9#..4'24'5'065(+)74'4
+0&+%#6'5+06'4+14$4#%'&9#..2#0'.Y);257/5*'#6*+0)$16*(#%'59+6*'+6*'4(#56'0'4126+10.+56'&+0016'52#%'=%2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19+0&+%#6'5':6'4+14$4#%'&9#..2#0'.Y5*'#6*+0)10':6'4+14(#%'+0#%%14�%'Y016'2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19+0&+%#6'5'0)+0''4'&9+0&4'5+56+0)'.'/'06561$'%105647%6'7*190+06*'&'6#+.5*''65
/+0.'0)6*
/+0.'0)6* +0&+%#6'5':6'4+14$4#%'&9#..2#0'.Y5*'#6*+0)10':6'4+14(#%'+0#%%14�%'Y016'2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19
/+0.'0)6* 5%12'&'5+)0#0&&'6#+.1(6*'/#+09+0&(14%'4'5+56+0)5;56'/(14#5+0).'Ä(#/+.;4'5+&'0%'%105647%6+10+561$'+0#%%14�%'9+6*6*+5&1%7/'0656#0&+0&7564;24#%6+%'#0&6*'%1&'016'56*'5'&1%7/'065#22.;615647%674#.10.;4'('461%105647%6+10&1%7/'065(14/14'+0(14/#6+10#..':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä5($#Z567&552#%'&"1%$/+09#..5*'#6*+0) (+$'4$1#4&5*'#6*+0)Y)#.8#0+<'&411(0#+.514F0#+.514)#7)'56#2.'5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465016'&15$':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä952#Z567&552#%'&"1%$':6'4+145*'#6*+0) /+05647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)%#/+0+/7/Ä+0%*911&5647%674#.2#0'.%140'44'67405*#..$'2418+&'$16*'0&51(#%106+07175.;Ä5*'#6*'&$4#%'&9#...+0'+0#%%14�%'9+6*(+)74'4+0.+'71(6*'%140'44'6740#6+'Ä&190&'8+%'9+6*#/+0+/7/72.+(6&'5+)08#.7'1(2170&5
5+/2510.56#/56%14'37+8#.'06 5*#..$'(#56'0'&616*'%140'4567�&616*'(170+10
5+/2510.66.66$*6614'37+8#.'06 14(4#/+0)$'.19+0#%%14�%'9+6*(+)74'4#..+06'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#701#Z14Z567&552#%'&"1%$9#..5*'#6*+0) /+0);257/5*'#6*+0)(#56'0'&61(4#/+0)YF%11.'40#+.5"1%/#:146;2'599#..$1#4&5%4'95"1%/#:
/+0+/7/567&2'0'64#6+10 #..(.1145#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##(.114(4#/+0)52#%'#/#:+/7/1(1%$(.1145*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##411((4#/+0)52#%'#/#:+/7/1(1%$(#56'0#..411((4#/+0)616122.#6'59+6*5+/2510*%.+2514'37+8#.'06#0&
F61'0#+.5%411(5*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6*
F0#+.5+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&'
F(#%'0#+.5%100'%6+10501652'%+(+%#..;016''61$'+0#%%14�%'9+6*+4%6#$.'4
#%%'26#$.'#6%140'4564#2.1%#6+10561*#8'691(7..*'+)*6567&514+'06'&+0'+6*'4&+4'%6+10(#56'0'&61)'6*'4YFZ.10)0#+.5"10Ä%'06'4%#.+(140+#%140'451464#&+6+10#.%140'45#4'#%%'26#$.'2418+&'&(7..*'+)*65#90$.1%-+0)567&+5&+4'%6.;$'*+0&(.#62146+101(567&5(#56'0'&61)'6*'4+0#5+/+.#4(#5*+10/#6'4+#.59#..567&5
14.'55 52(567&)4#&'14$'66'49#..567&5
18'4 52(01)4#&'14$'66'4&+/'05+10#..7/$'4 52(01)4#&'14$'66'464'#6'&.7/$'4 5;201)4#&'14$'66'4.5. 9+&6*Ä'14$'66'4.8. 9+&6*Ä'14$'66'4Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'52.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0.1#&5411(5019.1#& Ä25(411(&'#&.1#& 25((.114.+8'.1#& 25((.114&'#&.1#& 25(9+0&.1#& /2*':2$%1&'/+00'516#4'5+&'06+#.%1&'2#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#06*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+105/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0
Ä(6
Ä(6
Ä(6 $4#%'&9#...+0'
Ä(6
Ä(6
Ä(6 $4#%'&9#...+0'ÄÄ01661':%''&Ä(#56'06122.#6'61*'#&'4Y
4195F5+0-'40#+.5"1%
Z$'#4+0)567&
Z(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0Ä(41/%'06'41(9#..*'+)*6#54'3&
Z51.+&$.1%-+0)4'37+4'A*'#6*+0),1+06
Z$'#4+0)567&5/+0
8'4+(;Y5722.+'4 5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190
4'('4615(14#.6'40#6+8'126+105 (170+109#..$'.19.'0)6*1(%106+07175*'#&'4#0%*14$1.6
/+0'/$'& YZZ2.#6'9#5*'40#+.5*'#6*+0)61*'#&'4YF0#+.5"1%'#9#;6;25/#..*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5
0#+.5*'#6*+0)#4170&2'4+/'6'4Y
4195F0#+.5"1%56#))'4'& 612.#6'5$.1%-+0)"1% 5+/2510/56%564#210+05+&'(#%'1(9#..
2418+&'52#%'461(.75*176*'#&'4619#..567&6*+%-0'55 (#56'0-+0)567&61*'#&'4Y
4195F5+0-'40#+.5"1%Ä5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.%106+07175.8.*'#&'46157221468'46+%#..1#&5$;5722.+'4
/+09+&6* /+0&'26*4'3& 2418+&'Z+0(+..9#..#$18'*'#&'4#54'3&.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.52156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5+/25106+6'0*&41&%172.'4Y'/$'&+061%10%4'6'6*4'#&'&41&Y076 9#5*'4#6*1.&190'0&5+/2510*66*1.&190#0%*140#+.'&61&17$.'567&5(.1145;56'/%10%4'6'(170+10$'.19#.6'40#6'*1.&190#.6'40#6'4#+5'&*1.&190%10%4'6'(170+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*1900#+.'&61&17$.'567&5YZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14+061%10%4'6'%105647%62146#.(4#/'#55*190+0515$
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6 $4#%'&
9#...+0'
$4#%'&
9#...+0'
$4#%'&
9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6 $4#%'&
9#...+0'
$4#%'&
9#...+0'
$4#%'&
9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'
Date Certificate Posted
x Passive (No Fan)
Active (With fan and monometer or
other system monitoring device)
Location (or future Location) of Fan:
X
R-10/R15 X
XR-20 XR-20 X
R-21 X
R-49 XR-49 XR-30 XR-32 X X
Not applicable, all ducts located in conditioned space
R-8
MECHANICAL SYSTEMS
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:80000 Capacity in
Gallons:Other, describe:
AFUE or HSPF%92%
Cfm's " round duct OR
" metal duct
Not required per mech. code
X Passive
Low: Other, describe:
X Low:
Cfm's
Capacity continuous ventilation rate in cfms:4 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
Location of duct or system:
Select Type
furnace room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
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
Balanced Ventilation Capacity in CFMS:
High:
High:
Mechanical Ventilation System
98
60%=105 100%=200
NAT GAS R-410A
Cooling System
Rating or Size
SEER or EER
50 Output in
Tons:3
Efficiency
RESIDENTIAL LOAD CALC
13
Locations of Fans, describe:
HEAT LOSS
60,344
HEAT GAIN
24,996
COOLING LOAD
31,435Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances
Model
R-value0.30
PROG5042NRH67PV BA13NA036
Rheem
Make-up Air Select a Type
Building Envelope air Tightness:Duct system air tightness:
Ceiling, flat
Manufacturer
195
Interior
Bryant
Domestic Water Heater Heating System
NAT GAS
Bryant
912SB48080S17
Average U-Factor (excludes skylights and one door) U: 0.31
Heating or Cooling Ducts Outside Conditioned Spaces
Bonus room over garage
Describe other insulated areas
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Location of duct or system:
Ceiling, vaulted
Bay Windows or cantilevered areas
Rim Joist (1st Floor+)
Wall
Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
DRHorton
MN License Number
BC605657
Mailing Address of the Dwelling or Dwelling Unit
18866 Hinton Court
ChokeCherry Hill 5th
Plan ID
5470 North
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Community
RADON SYSTEM
Interior
THERMAL ENVELOPE
Either/OR, See Plans For Location
Other Please Describe Here
Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply
Non or Not ApplicableFiberglass, BlownFiberglass, Batts Insulation Location
Foam, Closed CellFoam Open Cell
DRH 5470 North
HVAC Load Calculations
for
DR Horton
Lakeville, MN
Prepared By:
Michael Hoium
Sabre Plumbing & Heating
15535 Medina Road
Plymouth, MN 55447
763-473-2267
Tuesday, October 17, 2017
Rhvac is an ACCA approved Manual J and Manual D 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.
Sabre Plumbing & Heating DRH 5470 North
Plymouth, MN 55447 Page 2
Project Report
General Project Information
Project Title:DRH 5470 North
Designed By:Michael Hoium
Project Date:Tuesday, October 17, 2017
Client Name:DR Horton
Client City:Lakeville, MN
Company Name:Sabre Plumbing & Heating
Company Representative:Michael Hoium
Company Address:15535 Medina Road
Company City:Plymouth, MN 55447
Company Phone:763-473-2267
Company Fax:763-473-8565
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces North
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%75 35
Check Figures
Total Building Supply CFM:1,123 CFM Per Square ft.:0.254
Square ft. of Room Area:4,426 Square ft. Per Ton:1,690
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:60,344 Btuh 60.344 MBH
Total Sensible Gain:24,996 Btuh 80 %
Total Latent Gain:6,439 Btuh 20 %
Total Cooling Required Including Ventilation Air:31,435 Btuh 2.62 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D 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.
Tuesday, October 17, 2017, 10:11 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating DRH 5470 North
Plymouth, MN 55447 Page 3
Load Preview Report
Scope
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.62 1,690 4,426 24,996 6,439 31,435 60,344 716 1,123 1,123
System 1 2.62 1,690 4,426 24,996 6,439 31,435 60,344 716 1,123 1,123 12x16
Ventilation 999 4,177 5,175 6,685
Supply Duct Latent 137 137
Return Duct 27 24 52 184
Humidification 6,854
Zone 1 4,426 23,970 2,101 26,071 46,621 716 1,123 1,123 12x16
1-Basement 1,423 3,671 0 3,671 14,215 218 172 172 2--5
2-Main Floor 1,423 12,900 2,101 15,001 16,542 254 604 604 6--6
3-Second Floor 1,580 7,399 0 7,399 15,865 244 347 347 4--5
Tuesday, October 17, 2017, 10:11 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating DRH 5470 North
Plymouth, MN 55447 Page 4
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
Low EE: Glazing-LowEE Builder Grade .31 U-value, .29
SHGC, Window and Patio Door, u-value 0.31, SHGC
0.29
434 11,709 0 7,117 7,117
11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544
DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-15 board insulation to footing, no
interior finish, 8' floor depth
400 2,054 0 202 202
DRH- R15 4ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-15 board insulation to footing, no
interior finish, 4' floor depth
96 492 0 48 48
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
3046.2 17,225 0 2,633 2,633
DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-10 board insulation to footing, no
interior finish, 8' floor depth
400 2,053 0 203 203
RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20
Closed Cell Spray Foam
534 2,322 0 654 654
R49 16B-49: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R-49 Blown Insulation, No
Radiant Barrier, Vented Attic, Asphalt Shingles
1580 3,162 0 1,744 1,744
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
1423 3,343 0 0 0
P-32 R-32: Floor-Over open crawl space or garage,
Custom, R-30 Blanket insulation, 3/4" Foamboard R-
2, any cover
222 579 0 53 53
Subtotals for structure:44,911 0 13,198 13,198
People:6 1,200 1,380 2,580
Equipment:901 3,638 4,539
Lighting:1250 4,263 4,263
Ductwork:1,894 161 392 553
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 180, Summer CFM: 180 6,685 4,177 999 5,175
Humidification (Winter) 18.69 gal/day :6,854 0 0 0
AED Excursion:0 0 1,127 1,127
Total Building Load Totals:60,344 6,439 24,996 31,435
Check Figures
Total Building Supply CFM:1,123 CFM Per Square ft.:0.254
Square ft. of Room Area:4,426 Square ft. Per Ton:1,690
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:60,344 Btuh 60.344 MBH
Total Sensible Gain:24,996 Btuh 80 %
Total Latent Gain:6,439 Btuh 20 %
Total Cooling Required Including Ventilation Air:31,435 Btuh 2.62 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D 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.
Tuesday, October 17, 2017, 10:11 AM
10/09/19 X
KP