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LA178585 - 7795 206th St Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION REFSIDING LEGENDALAP SIDING "B"LAP SIDING "A"PRODUCTCBD5" TRIM - VINYL LINEALNOT USEDE6 1/2" VINYL BEAD BDAT FRONT ONLYTYPICAL WDW & DOOR TRIM3 1/2" VINYL TRIM 5" VINYL TRIM5" VINYL TRIM3 1/2" VINYL TRIM 1/2"=1'-0"LEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"CLAYTON 'B'SLAB ON GRADEMAINTAIN 6" MIN SEPARATION WOOD to EARTHAROOF PLAN1/8"=1'-0"9.5:12 PITCHXXXXXADDRESS NUMBERAASTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOP9.5:12 PITCHMAINTAIN 6" MIN SEPARATION WOOD to EARTHA4:12 PITCHMAINTAIN 6" MIN SEPARATION WOOD to EARTH9.512ASPHALT SHINGLESFLASH OVER ALL EXT OPGSA4129.5128:12 8:12 9.5124129.5121'-2" HEEL 7 1/2" HEEL1'-2" HEEL 8'-1 1/8"6:12 PITCHSTEEL PANEL OVERHEAD DOOR6126128'-0"AAAABBBBCCCC38' RIDGE VENT 1'-0"1'-0"1'-0"3'-3"1'-0" 1'-4" 1'-4"9.5:129.5:124:121'-0"6:126:128' RIDGE VENT1'-0"1'-0"1'-0" 19' RIDGE VENT DDDDCHANGE INROOF PITCH 8:129'-0"T.O. 2W 2040 SH (FIXED / BLACKENED) R.O. 48"x48"SHAKE8" REALWOOD COLUMN w/2x6 CAP & BASE8" REALWOOD COLUMN w/2x6 CAP & BASE1.1X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272DRAWN: 4-6-2017-MGCUST:RUSCH RESIDENCE3402-B-4.0CLAYTON40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.21'-2" HEEL 9'-1 1/8"1'-0"LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OF STONE VENEERA DIVISION OF D.R. HORTON INCPERMIT/CONSTRUCT: 3-3-20-LLPLANSLOT 20, BLK 2, CEDAR CROSSING7795 206th STREET WPERMIT/CONSTRUCTIONConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/25/2020shutchins 9'-1 1/8"VARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.1/2" ANCHOR BOLTSR-49 INSUL.MFD TRUSSESA I R C HU 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 R806TREATEDSILL PLATE4" INCH CLEAN AGGREGATEPREPARED SUBGRADECONCRETE SLAB ANDOR APPROVEDPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100OPENINGS, 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.FLOOR TRUSSES 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 SUBFASCIAPROVIDE 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)GYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANTAPPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS4 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.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"SIDE OF "T" FITTING INPIPE CONNECTED TO EACH1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALLR-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=20RUNNING 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 CENTER16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTUREAND CEILINGSAGGREGATE10' SECTION OF PERFORATEDGAS-PERMEABLE LAYERSEAMS 12" BETWEEN16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE6 MIL POLY V.B. W/ LAPPEDTYPICAL WALL SECTION1/2"=1'-0"FOUNDATION PLAN1/4"=1'-0"10'-0"21'-0"2'-0"10'-0"7 1/2"1'-1 1/2"8'-3"8'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)8" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADE(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADEUNEXCAVATEDA/CFILL14"x8" CONC. FTG.POURED CONC. WALL6" THICKMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE39'-0"65'-0" 56'-0"9'-0" 65'-0"42'-0"23'-0"18'-4"20'-8"49'-0"13'-6"20'-10"4'-8"20'-4"2'-8" 6'-4"13'-6" 9'-0"UNEXCAVATED6" CURB, 2" LEDGE EA. SIDE 20x8 CONC FTG10" THICK, 3'-6" HIGH CONC WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2'-3 1/2"2'-3 1/2"16'-3"6"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESILLCOCKRADONVENT PIPE7'-0"13'-8"4'-0"7'-10"4'-0"6'-8"6'-0"4'-2"POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 4'-4" TALL6" CURB, 2" LEDGE EA. SIDE 20x8 CONC FTG10" THICK, 3'-6" HIGH CONC WALLMIN. 3'-6" BELOW GRADEXCLAYTON 3402-B-4.0PERMIT/CONSTRUCT: 3-3-20-LLPC#737: 2-2-2020-LL2.1UPPER LEVELOPTIONAL18'-0"12'-8"CONC PAD FTG30x30x12CONC PAD FTG30x30x12CONC PAD FTG30x30x12GROUNDING RODTHRU PLATESCONSTRUCTIONPLANS7795 206th STREET WUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. XCLAYTON 3402-B-4.0PERMIT/CONSTRUCT: 3-3-20-LLPC#737: 2-2-2020-LL3.1WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3050 SHSIDE WALL1BACK WALL2W 3050 SH10.3136 1/4" X 60 1/4"0.310.310.3172 1/8" X 60 1/4"-OPTIONAL-1/4"=1'-0"UPPER LEVEL BEDROOM / BATH665 SQ. FT.UPPER LEVELOPTIONAL1ST FLOOR PLAN1/4"=1'-0"1866 SQ. FT.10'-0"21'-0 1/2"10'-0"4'-9"5'-3"2'-0"MFD TRUSSES AT 24" O.C.GIRDER TRUSS8x7 OVERHEAD DOOR10" TREAD CUT 42" HIGH 2x6 1/2 WALL w/ WD. CAPACHVWHF.D.MFD TRUSSES DN17R2W 3050 SH6'-10"6'-10"13'-8"7'-2"20'-10"5'-10"15'-0"42'-6" 11'-10"30'-8" 4'-0"3'-8"LOFTCPT.BEDROOMCPT.2-82-82-85-0 BI-FOLD4'-0"INSIDE FRAMING30"TPH18" TOWEL BAR BATH #3CPT.42'-6" 11'-7"19'-8"2'-5"5'-10"3'-0"4'-5"6'-7"14'-0"7'-10"8'-10" 7'-6"12'-2"HD FLR.6'-2" 22x30 ATTIC ACCESS NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS2-834x48FBGL SHWR2'-8"58 SQ. FT.192 SQ. FT.278 SQ. FT.NOTE:PANIC PAN UNDER FURNACEAND WATER HEATERMECH.CPT.FOYER2W 3050 SH16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYP. BOARDNOTE: CARPET30 SQ. FT.8" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAMOWNERSBEDRMCPT.LAUNDRYWD2x6 WALL22x30ATTICACCESS 5'-0"INSIDE FRAMINGCOVEREDCONC.RANGEMICRO HOODCIRCUITREF.KIT.9'-8"INSIDE FRAMING7'-0" CABTS.7'-3" TOPO. BATHTPH42"8'-2"INSIDE FRAMING BEDRM #2CPT.2-82-830"TPH 24" TOWEL BAR5-0 FBGL TUB/SHWRBATH #26-0 x 8-0 S.R.O.2-82-82-82-02-842"12"2-43-0TRANSOM OVER PORCH2-82-82W 3050 SHSINKDW 2W 3050 SH56'-0" 12'-2"6'-0"11'-4"26'-6" 65'-0"41'-11 1/2"23'-0 1/2"20'-8"49'-0"13'-6"20'-10"4'-8"20'-4"2'-8"6'-4"13'-6"9'-0"6'-9"6'-9"2'-4"2'-4"5'-3 1/2"6'-3"17'-11"7'-0"13'-8"W/ 14" TRANSOM6068 SGD6'-10"6'-10"4'-2"6'-8" 16'-8"1'-6"5'-6 1/4"3'-9 3/4"9'-4"3'-6"9'-4"2'-8"2'-4 1/2"2'-4 1/2"1'-8"3'-10"7'-2"1'-2 1/4"2'-3 3/4"4'-8"4'-0"3'-2"4'-8"5'-8"5'-8"10'-5"10'-5"4'-3"SILLCOCK8'-0"2x6 WALL2W 3050 SH 2-8W.I.C.CPT.4'-11"2'-8"2'-8"5'-0"6'-10"2x6 WALL3'-2"6'-0" 9'-10" 2'-5"26'-6"1'-6"4'-10"FAMILYROOMCPT.HD FLR.HD FLR.DININGROOM5'-6"SHOWER34x60 FBGLS 12" OVERHANG 2X6 WALL FRAMED34 1/2" A.F.F.3'-7" TOPHD FLR.HD FLR.HD FLR.HD FLR.HD FLR.HD FLR.RADONVENT PIPE4-0 BI-FOLD 10'-0"HD FLR.3'-0"3'-0"11'-11"2020 FX2020 FX TRANSITION BREAKNOTE:HD FLR.39'-0"65'-0" 9'-0"18'-4"8'-2"6'-2"COVEREDCONC. PATIO4'-0"DROPPED BEAM 12"12"8" REALWOOD COLUMNMFD TRUSSES W.I.C.CPT.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS9'-8"9'-8"9'-8"2-83'-10"10" TREAD CUTUP17R4'-1 3/4"8'-10 3/4"10'-10"FLUSH BEAMFLUSH BEAM2-8HD FLR.WATERMETER4'-3"CONC.42" HIGH 1/2 WALLw/ WD. CAP16" FLOOR TRUSSESMFD TRUSSES 1860 SH3"3"3060 SH1860 SH8'-3 3/4"9'-2 1/2"1'-8"2X6NOTE:FRAMER TO ROCK &POLY MECH. RM LID 3050 SH TEMP 165 SQ. FT.10'-11 3/4"2x6 WALL WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.31FOYER0.231BEDROOM #2138 1/4" X 95 1/4"16068 SGD w/ TRAN.3060 SHDINING ROOM0.3172 1/8" X 94"0.320.310.31BEDROOM #32W 3050 SH10.310.3172 1/8" X 60 1/4"FAMILY ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"DINING ROOM0.31DINING ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"OWNERS BEDRM2W 3050 SH10.310.3172 1/8" X 60 1/4"OWNERS BATH13010 FX (OPT)0.320.3336 1/4"x12"3W 2020 FX171 1/4" X 24"0.301860 SH2BEDROOM #20.310.31OWNERS BEDRM22020FX24" X 24"0.310.3220" X 72"36 1/4" X 60 1/4"4'-5"2-82-03'-11"2'-4"2-83'-0"BEDRM. #3CPT.GARAGESLOPE TO DOORS4" CONC FLOOR674 SQ. FT.TYPICAL 2x6 GARAGE WALLS3W 2020 FX 5'-6" WIRE SHELVING CLEANOUTTO STREET22x30ATTICACCESS 2x6 WALLSILLCOCK2-2x10 DROPPEDCONSTRUCTIONPLANS7795 206th STREET WPLAN OPTIONSWATER SOFTENERUPPER LEVEL LOFTIRRIGATION SYSTEMWSIRRIGATIONSYSTEM(3) 16" VERSA-LAM 5-1/4"x7" PSL(2) 16" VERSA-LAM(2) 7-1/4" VERSA-LAM(2)2x10(2)2x10 (2) 9-1/2" VERSA-LAM(2) 7-1/4" VERSA-LAM(2) 7-1/4" VERSA-LAM(2) 7-1/4" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 11 7/8" VERSA-LAMVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.44444Provide Top of WallConnections for BWPProvide Top of WallConnections for BWP58655665555PFHPFHSee Tall Wall UPPER LEVELOPTIONAL4.1XCLAYTON 3402-B-4.0PERMIT/CONSTRUCT: 3-3-20-LLPC#737: 2-2-2020-LLACHVWHF.D.LOFTBEDROOMBATH #3WS-OPTIONAL-1/4"=1'-0"UPPER LEVEL BEDROOM / BATHFOYEROWNERSBEDRMLAUNDRYW.I.C.GARAGEKIT.O. BATHBEDRM #2BATH #2COVEREDCONC. PATIOW.I.C.FAMILYROOMDININGROOMCOVEREDCONC. PORCH1ST FLOOR PLAN1/4"=1'-0"FANLSDSSSSWP SSFANRADONVENT PIPEDISP.DWSLLLLSS SSDCSD/CMDSSSGFIGFISSS S WPSLS SSSS SDSD/CMDFANGFISS L15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLESSSFANS LGFISGFILUSBMECH.CRRRLLLLSEPERATE 15 AMPCIRCUIT W/ SINGLERECEPTACLEA/CWPTCHIMELL LSMART HOMESYSTEM RECEPTACLESHCP S GFISS SSSSSMART HOMERECEPTACLESPRINKLERSYSTEMRECEPTACLEBEDRM. #3SSD/CMDS SDSDLLLLLDDDLLLLLROUGH-INCEILING FANSCDIRRIGATIONSYSTEMCONSTRUCTIONPLANS7795 206th STREET WPLAN OPTIONSWATER SOFTENERUPPER LEVEL LOFTIRRIGATION SYSTEM MFD TRUSSX1/4"=1'-0"56'-0"1'-0"1'-0"1'-2"FAMILYROOMBEDRM #2COVEREDCONC. PATIOBEDROOM #3CROSS SECTION B-B1/4"=1'-0"42'-6"1'-0"1'-0"1'-2"CROSS SECTION A-AOWNERSBEDRMW.I.C.O. BATHGARAGE22'-6"BATHBEDROOMLOFT16" MFD FLOOR TRUSSES3/4" SUBFLOORMFD TRUSSSLOPE TO DOORS4" CONC. FLOORHAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATABATH 23-1/2" CONC. FLOOR3-1/2" CONC. FLOOR3'-6"3'-6"9'-1 1/8"9'-1 1/8"8'-1 1/8"CLAYTON 3402-B-4.0PERMIT/CONSTRUCT: 3-3-20-LLPC#737: 2-2-2020-LL5.19'-1 1/8"UPPER LEVELOPTIONAL6'-8" MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA1/4"=1'-0"39'-0"CROSS SECTION D-DBEDROOM #3O. CLST.1/4"=1'-0"39'-0"CROSS SECTION C-CFAMILYROOMKIT.O. BATH13'-8"18'-2"1'-4 3/4" 8'-1 1/8"39'-0"8'-1 1/8"1'-0"4127 1/2"1'-0"9.5121'-2"25'-4"39'-0"8'-1 1/8"1'-0"4127 1/2"1'-0"9.5121'-2"3-1/2" CONC. FLOOR3-1/2" CONC. FLOOR16" MFD FLOOR TRUSSES3/4" SUBFLOOR16" MFD FLOOR TRUSSES3/4" SUBFLOOR9'-1 1/8" 9'-1 1/8" 3'-6"3'-6"LOFTMECH.LOFT20'-10"10'-5 7/8" 10'-5 7/8" SSCOPE OF WORK:IINDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Step Footing DetailS4 - Frost Wall DetailS5 - Lookout Wall DetailS6 - Full Height Wall DetailMMATERIALS: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: 2020 Standardized Concrete Foundation DrawingsDescription: Scope of Work, Index, and CertificationProject # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Page S1 of S6Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com2020 Standardized Concrete Foundation Drawings1/1/2020The 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 2020.1901 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.GGENERAL 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.Oswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription: General NotesProject # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372341/1/2020Fax: 612-886-2966www.oswellec.comPage S2 of S6Phone: 612-720-4639Dowels 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.1901 E Hennepin Ave, #201Minneapolis, 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.HHIGH FOOTINGLOW FOOTINGFOOTING STEP DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription:Step Footing Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234High 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 shown1/1/2020(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 wallAdjacent 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')Wall 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: 2020 Standardized Concrete Foundation DrawingsDescription:Frost Wall Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372341/1/2020Optional slab ledge, maximum stem height is 12" w/ width to match sill plateGrade 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 requiredWall framing by others66" wall spacing:8"+ wall spacing:LOOKOUT WALL DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription:Lookout Wall Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234#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 1/1/20203'-2" maxGrade 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 wallWood floor & wall framing by othersGrade to be at least 6" below top of wallBBASEMENT WALL DETAILTTable Notes:(1) = (2) = AAllowed alternate anchors are:Oswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription: Full Height Wall Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 553723436"(1)NANA72"36"60"24"36"12"48"18"Sill Anchor Spacing36"12"24"8"48"72"24"48"18"NANANANA72"Vertical Rebar SpacingNANANANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NA8"10"12"#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedSandSCClaySandSCUnreinforced 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)10'Clear Height and Soil TypeSandSCClay2x6 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 others1/1/2020Clear Height8' or LessBoltsAlternateNANA36"(1)NANAClay9'Wall ThicknessPage 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 footing1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.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 spacing UNEXCAVATEDFILLUNEXCAVATEDUNEXCAVATED56' 0" 9' 0" 65' 0" 42' 0" 13' 6"4' 8"20' 10"18' 4"20' 8"39' 0" 13' 6"6' 4"10' 0" 2' 0" 21' 0" 10' 0" 2' 8"20' 4"FILL2' 0" 9' 0" 10' 0" 20' 10" 4' 8" 13' 6"5' 0" 19' 4"Sheet: 1 of 3DWG: FoundationFile: 3402 ClaytonBy: Anthony EstevezDate: 2-2-19Scale: 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.Revisions: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.3402 CLAYTON GARAGE LEFTEXPRESS HOMESSLAB ON GRADEDESIGN = N/ABASE MODELSLAB ON GRADE"A" & "B" ELEVATIONS"C" ELEVATION FRONT ProductsPlotID Net Qty ProductLengthB1 6 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0"B2 4 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0"B3 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 22' 0"B4 1 Girder Truss by others 22' 0"B5 4 Beam by others 8' 0"B6 1 Beam by others 6' 0"B7 4 Beam by others 4' 0"Pt1 1 Post by others 10' 0"ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSROOF TRUSSESBY OTHERSHEADER TO BEUSED IN ALL ELEV.Pt1B6B3B5B2B7B5B5B7B1B1B5B7B7B2B4B14' 8"18' 4"9' 0" 13' 6"56' 0" 65' 0" 20' 10"42' 0" 39' 0" 20' 8"21' 0" 2' 0" 10' 0" 10' 0" ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2Pt1 3 Post by others 10' 0" 1SAME HEADERAS USED INELEV. "A"Pt1Pt1Pt1B1B120' 10"13' 6"10' 0" 2' 0" 4' 8"Sheet: 2 of 3DWG: Main FloorFile: 3402 ClaytonBy: Anthony EstevezDate: 2-2-19Scale: 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.Revisions: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.3402 CLAYTON GARAGE LEFTEXPRESS HOMESMAIN FLOOR HEADERSDESIGN = L/360BASE MODELMAIN FLOOR W/ SLAB"A" & "B" ELEVATIONS"C" ELEVATION FRONT COPYRIGHT HANSON GROUP, LLC 2019©DescriptionJanuary 29, 2019Project Number:Date:9.044S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044Clayton-B-GL ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQO2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 4, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 3. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 - SFB AND CS-SFB.A.2x4/2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 - WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.C.A MINIMUM 24-INCH WOOD STRUCTURAL PANEL CORNER RETURN SHALL BE PROVIDED AT BOTH ENDS OF ACONTINUOUSLY-SHEATHED BRACED WALL LINE IN ACCORDANCE WITH FIGURE R602.10.7. IN LIEU OF THECORNER RETURN, A TIE-DOWN DEVICE WITH A MINIMUM UPLIFT DESIGN VALUE OF 800 POUNDS (SIMPSONLSTA36, MSTC28, OR EQUIVALENT) SHALL BE FASTENED TO THE CORNER STUD AND TO THE FOUNDATION(SIMPSON LTT19, LTT20B, HTT4, OR EQUIVALENT) OR FRAMING BELOW IN ACCORDANCE WITH FIGURE R602.10.7.4.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)5.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODEPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack1-29-1946673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTBONUS LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY REQUIRED WITHOPTIONAL BONUS LEVEL)2S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1(3.5-FT)(3.5-FT)(4-FT) ONE-SIDED (4-FT) ONE-SIDED (4-FT)(4-FT) BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINE(4-FT) (5-FT)(5-FT) (5-FT)(5-FT)(3.3-FT)(6-FT)(3.5-FT)(8-FT)(6-FT) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEOSB(5-FT) (5-FT)(5-FT)(5-FT)BRACED WALL LINE (6-FT)(3.3-FT)2'-312"±16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)USP STAD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTIONS)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)USP MSTC40 STRAP ON INSIDE FACE OFWALL (PROVIDE SPACER TO FLUSH OUTHEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.S1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DLARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGPROVIDE FASTENING OF ABOVEFRAMING EQUAL TO THAT DETAILEDFOR BRACED WALL PANELS2'-312"±POST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILCONCRETEFOUNDATIONBELOWUSP HTT45 HOLDOWN ANCHOR ATLOCATIONS SHOWN NAILED TODOUBLE STUDS w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETEPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELSALONG INDICATEDPORTION OF WALLPROVIDE TOP OF WALL CONNECTIONSSHOWN FOR BRACED WALL PANELSALONG INDICATED PORTION OF WALL ST011 ST02ST03ST03ST03ST03ST03ST03ST03ST03ST03ST04ST0515-00-0018-07-002 Page 1 of 2 Wall Summary Information W01 BC CALC®Member Report Wall |15-00-00 |16 OCS August 22,2018 15:38:51 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Page 2 of 2 Wall Summary Information W01 BC CALC®Member Report Wall |15-00-00 |16 OCS August 22,2018 15:38:51 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 Standard Load Unf.Area (lb/ft²)L 00-00-00 18-07-00 20 01-04-00 2 Roof Unf.Lin.(lb/ft)L 00-00-00 15-00-00 60 105 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 264 lbs 7.5 %115%Spruce-Pine-Fir Bottom Plate 2x 264 lbs 7.5 %115%Spruce-Pine-Fir Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,S...4,ST05 13 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 20-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 15-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 15-00-00 Fire blocking is not included.Estimated quantity:30'fire blocking. Notes BC CALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2012. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ST011 ST02ST02ST0104-00-0018-07-002 Page 1 of 2 Wall Summary Information W02 BC CALC®Member Report Wall |04-00-00 |16 OCS August 22,2018 15:51:13 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Page 2 of 2 Wall Summary Information W02 BC CALC®Member Report Wall |04-00-00 |16 OCS August 22,2018 15:51:13 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 Standard Load Unf.Area (lb/ft²)L 00-00-00 18-07-00 20 01-04-00 2 Roof Unf.Lin.(lb/ft)L 00-00-00 04-00-00 240 420 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 903 lbs 25.8 %115%Spruce-Pine-Fir Bottom Plate 2x 903 lbs 25.8 %115%Spruce-Pine-Fir Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,ST02 4 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 20-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 04-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 04-00-00 Fire blocking is not included.Estimated quantity:8'fire blocking. Notes BC CALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2012. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X XR-15 XR-20 XR-20 X R-21 X R-49 XR-49 XR-30 XR-32 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:60000 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:5 " 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 Capcity in CFMS: High: High: Mechanical Ventilation System 68 40%=70 80%=140 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:2.5 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 47279 HEAT GAIN 20841 COOLING LOAD 25675Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.30 PROG5042NRH67PV BA13NA030 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 135 Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SD36060E17 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 7795 206th Street W Cedar Crossing Plan ID F402 Slab w Loft SouthEast Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE In Attic 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 F402 Slab w Loft SouthEast HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Monday, March 9, 2020 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 F402 Slab w Loft SouthEast Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH F402 Slab w Loft SouthEast Designed By:Michael Hoium Project Date:Monday March 9, 2020 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 Southeast 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:941 CFM Per Square ft.:0.372 Square ft. of Room Area:2,531 Square ft. Per Ton:1,183 Volume (ft³) of Cond. Space:22,114 Building Loads Total Heating Required Including Ventilation Air:47,279 Btuh 47.279 MBH Total Sensible Gain:20,841 Btuh 81 % Total Latent Gain:4,833 Btuh 19 % Total Cooling Required Including Ventilation Air:25,675 Btuh 2.14 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. M:\Sales and Estimating\Heat Calcs\DRH\DRH F402 Slab w Loft SouthEast.rh9 Monday, March 9, 2020, 11:22 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH F402 Slab w Loft SouthEast 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 2.14 1,183 2,531 20,841 4,833 25,675 47,279 566 941 941 System 1 2.14 1,183 2,531 20,841 4,833 25,675 47,279 566 941 941 12x14 Ventilation 749 3,132 3,882 5,014 Humidification 4,871 Zone 1 2,531 20,092 1,701 21,793 37,394 566 941 941 12x14 1-Main Floor 1,866 16,501 1,701 18,202 29,357 444 773 773 8--6 2-Loft 665 3,591 0 3,591 8,037 122 168 168 2--5 M:\Sales and Estimating\Heat Calcs\DRH\DRH F402 Slab w Loft SouthEast.rh9 Monday, March 9, 2020, 11:22 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH F402 Slab w Loft SouthEast 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 0.29 262 7,072 0 6,341 6,341 11J: Door-Metal - Fiberglass Core 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 2588.2 14,636 0 2,236 2,236 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 190.5 828 0 234 234 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 1866 3,734 0 2,060 2,060 22B-15pm: Floor-Slab on grade, Vertical board insulation covers slab edge and extends straight down to 3' below grade, any floor cover, R-15 insulation, passive, heavy dry or light wet soil 335 9,152 0 0 0 Subtotals for structure:37,394 0 11,415 11,415 People:4 800 920 1,720 Equipment:901 4,116 5,017 Lighting:750 2,558 2,558 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 135, Summer CFM: 135 5,014 3,132 749 3,882 Humidification (Winter) 13.28 gal/day :4,871 0 0 0 AED Excursion:0 0 1,083 1,083 Total Building Load Totals:47,279 4,833 20,841 25,675 Check Figures Total Building Supply CFM:941 CFM Per Square ft.:0.372 Square ft. of Room Area:2,531 Square ft. Per Ton:1,183 Volume (ft³) of Cond. Space:22,114 Building Loads Total Heating Required Including Ventilation Air:47,279 Btuh 47.279 MBH Total Sensible Gain:20,841 Btuh 81 % Total Latent Gain:4,833 Btuh 19 % Total Cooling Required Including Ventilation Air:25,675 Btuh 2.14 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. M:\Sales and Estimating\Heat Calcs\DRH\DRH F402 Slab w Loft SouthEast.rh9 Monday, March 9, 2020, 11:22 AM 03/17/2020 X KP