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HomeMy WebLinkAboutLA206385 - 18314 Hamby Way Permit PackRESIDENTIAL 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: ROOF PLAN1/8"=1'-0"AAAABBBB56' RIDGE VENT 4' RIDGE VENT6:121'-4"1'-4"1'-0" 1'-6"1'-4"1'-2" 1'-0"1'-4"1'-0"1'-4"9.5:129.5:129.5:129.5:12CCCCDDDDSTEEL PANEL OVERHEAD DOORXXXXXADDRESS NUMBER7'-0"1'-4"1'-2"HEEL 4'-0"407.2478 SQ. FT. TOTAL FACING82.5 SQ. FT. STONE (20.26%)6:12 PITCH2040 SH6'-0"129.5129.5NORTHERN CRAFTSMAND4'-0"TYPICALF8" TRIMAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENF24" X 48"REFAPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDC.B. BOARD-N-BATTEN1X4 FREIZE BDThese 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. 2016C1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272A D.R. HORTON COMPANY-N.T.S.-TYPICAL CORNER DETAILHARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIMLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLEAT SHUTTERS ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM6" TRIM5" TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM4" TRIM 4" TRIM 6" TRIM6" TRIM1-1/2"1"F403-DOVER-B-GR-SLABPC#984,989, 990: 3-25-2022-LLPC#1004: 6-6-2022-RKPC#1026:8-10-22-LLPERMIT/CONSTRUCT:8-30-2022-AFCUST:SPEC HOMEF403-B-4.1DOVERHHGCASPHALT SHINGLESFLASH OVER ALL EXT OPGS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806F9.5:12 PITCHF42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1'-0"1'-0"1'-4"1'-0"9.5:12 PITCH2x1'-2" HEEL1'-4"1'-8 5/16" HEEL 2'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEF129.5RIGHT ELEVATION1/8"=1'-0"LEFT ELEVATION1/8"=1'-0"LEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"PERMIT/CONSTRUCT PLANS18314 HAMBY WAY LOT 18 BLOCK 7 - PINNACLE RESERVE 4TH ADDNOT USEDConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/08/2022dmathews 29'-0"39'-0"10'-0"13'-0"52'-0"2'-0"67'-0" 29'-6"37'-6" 67'-0"4'-8"39'-0"13'-6"2'-3 1/2"2'-3 1/2"20'-10"5'-8" 7'-8"14'-10" 4'-8"3'-0"16'-3"FOUNDATION PLAN1/4"=1'-0"UNEXCAVATEDUNEXCAVATEDFILLFILL6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGH6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" CONC. FTG.POURED CONC. WALL6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGH6" CURB, 2" INT. LEDGE,POURED CONC. WALL16"x8" CONC. FTG.10" THICK, 3'-6" HIGH2" GARAGE SLAB LEDGE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGH6" CURB, 2" INT. LEDGE,POURED CONC. WALL16"x8" CONC. FTG.10" THICK, 3'-6" HIGH2" GARAGE SLAB LEDGE6" CURB, 2" INT. LEDGE,POURED CONC. WALL16"x8" CONC. FTG.10" THICK, 3'-6" HIGH2" GARAGE SLAB LEDGE6" CURB, 2" INT. LEDGE,POURED CONC. WALL16"x8" CONC. FTG.10" THICK, 3'-6" HIGH2" GARAGE SLAB LEDGE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGHPOURED CONC. WALL14"x8" CONC. FTG.6" THICK, 2'-10" HIGH6" CURB, 2" INT. LEDGE,POURED CONC. WALL16"x8" CONC. FTG.10" THICK, 3'-6" HIGH2" GARAGE SLAB LEDGE9'-10"10'-6"15'-0"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. 2016C2.0XF403-DOVER-B-GR-SLABPC#984,989, 990: 3-25-2022-LLPC#1004: 6-6-2022-RKPC#1026:8-10-22-LLPERMIT/CONSTRUCT:8-30-2022-AFPERMIT/CONSTRUCT PLANS18314 HAMBY WAY LOT 18 BLOCK 7 - PINNACLE RESERVE 4TH ADDUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 22x30 ATTIC ACCESS 5'-1 1/2"5'-2 1/2" 3'-0" 9'-8"6'-0"10'-4"5'-0"18'-2"13'-0"52'-0"2'-0"67'-0" 17'-4 1/4" 29'-6"37'-6" 67'-0"13'-6"29'-0"39'-0"10'-0"15'-6"6'-4"9'-2"6'-7"6'-11"4'-8"39'-0"13'-6"13'-6"2'-4"2'-4"10'-5"10'-5"20'-10"5'-8" 2'-8" 7'-8"14'-10" 4'-8"10'-6"6'-2"3'-8"3'-6 1/4" 8'-1 3/4"6'-4"3'-8"6'-9"6'-9"9'-4 1/4"4'-0"4'-8"3'-8"8"7'-8"1'-6"42"8'-8 1/4"13'-10"2x6 WALL18'-3 3/4"8'-0"2'-8"2'-0"2-82'-3"2'-3"5'-4 1/4"4"3'-6"6'-10"3'-10"2'-3"9'-4"4'-6"5'-6"DROPPED BEAM 16" WIDE DROPPED SOFFIT (SEE SECTION)8"9'-4"8"12'-4"2W 3050 SH2x6 WALL30"60"2-82-85-04-02-4REF.5'-7"12'-7"ACFDWHHVThese 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. 2016CXF403-DOVER-B-GR-SLABPC#984,989, 990: 3-25-2022-LLPC#1004: 6-6-2022-RKPC#1026:8-10-22-LLPERMIT/CONSTRUCT:8-30-2022-AF16x7 OVERHEAD DOOR3.0GARAGESLOPE TO DOORS4" CONC FLOOR619 SQ. FT.TYPICAL 2x6 GARAGE WALLS2W 3050 SH2-812" DROPPED SOFFIT 12" DROPPED SOFFIT2-85-0TUB/SHWR2W 3060 SH3-02-8FAMILYROOMDININGKIT.HD-FLRMICRO HOOD20 AMP.CIRCUITRANGEOWNERSBEDRMCPT.BATH #1HD-FLR6068 SGD10"WASHERDRYER2-81ST FLOOR PLAN1/4"=1'-0"1801 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/MFRSOFFITSEE ELEV.BATH #2HD-FLRFOYERHD-FLRBEDRM #3CPT.W.I.C.CPT.LAU.PANTRYCONC. PATIO130 SQ. FT.CABTS.TPH24" TOWEL BAR2'-0"3'-6"18" TOWEL BARTPH A/CDROPPED HDRON ALL WALLS & CEILINGGYP. BOARDNOTE: MFD TRUSSES AT 24" O.C.TYPICAL PORCH COLUMN:8x8 REALWOOD POST2x10 CAP & BASEHD-FLRHD-FLRPORCH22 SQ. FT.3W 2020 FXMECH.CONC.SILLCOCK9'-0"4-02'-10"1'-3"NOTE:FRAMER TO ROCK &POLY MECH. RM LID22x30 ATTIC ACCESS 15'-0"9'-10"6'-4"4'-5 3/4"4'-5 3/4"2W 3050 SHDROPPEDHEADER5'-3 1/2"3'-9 3/4"BEDRM #2CPT.2'-7"3 SH2-82-83'-10"3'-10"2'-6"1-6LINENRADONVENT PIPEWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138 1/4" X 83 1/4"FOYER0.2312W 3060 SHBEDROOM #31DINING12W 3050 SHBEDROOM #212W 3050 SHOWNERS BEDRM10.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"72 1/8" X 72"0.310.310.300.313W 2020 FX72" X 24"2W 3050 SHFAMILY RM. w/ FP10.310.3172 1/8" X 60 1/4"CLEANOUTSEWER5'-8 1/2"6'-5 1/4"2-8CLEANOUT0.3172 1/8" X 80"0.326068 SGDSTD DINING12x6 WALL7'-4"7'-3" CABTS.6'-4 1/2"3'-6" TOP 7'-7" TOP9'-0 1/2"DWSINK12" OVERHANG2X6 WALL35" A.F.F.(H)2'-9"GAS FPRO 42"x40 1/8"LFT-RGT DIRECTIONLFT-RGT DIRECTIONVENT HOODTO OUTSIDEHD-FLRLFT-RGT DIRECTION34x60 FBGL BASE W/ CT SURROUND LEDGETOETILE BACKSPLASH1/2 OFFSETNO GROUT1/2 OFFSETPARALLELTO VANITYPERMIT/CONSTRUCT PLANS18314 HAMBY WAY LOT 18 BLOCK 7 - PINNACLE RESERVE 4TH ADDPLAN OPTIONSKITCHEN TILE BACKSPLASH - INSTALL 1/2 OFFSET KITCHEN PENDANT LIGHTSSTANDARD KITCHEN W/ WASTE BASKETLAUNDRY ROOM CABINETS FAMILY ROOM HD-FLRLAUNDRY ROOM TUBCORNER FIREPLACE BATH #1 FLRING 1/2 OFFSET - PARALLEL TO VANITYVENT HOOD TO OUTSIDE (2)9-1/2 Versa-Lam (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam (2)11-7/8 Versa-LamPFHPFH63-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).5553(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam3.53.5(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam 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. 2016C4.0XF403-DOVER-B-GR-SLABPC#984,989, 990: 3-25-2022-LLPC#1004: 6-6-2022-RKPC#1026:8-10-22-LLPERMIT/CONSTRUCT:8-30-2022-AFELECTRICAL PLAN1/4"=1'-0"1ST FLOORS GARAGEKIT.BEDRM #1BATH #1BATH #2FOYERBEDRM #3W.I.C.LAU.PANTRYCONC. PATIOBEDRM #2RADONVENT PIPEACWHHVA/CSSS SSSFANLFANGFIGFIS SS SSS SS SSD SDSD/CMOCOMBOSD/CMOCOMBOSSLFAN GFIS GFISPRINKLERSYSTEMRECEPTACLEWPGFIWPLLLS SWPUSBSDISP.DWSSSDPHONEPHONELLFDOUTLET FORFUT. WATER SOFT.TCHIMESUMPSEPARATE 15 AMPCIRCUIT W/ SINGLEPUMPRECEPTACLES LLL15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLELOW VOLTAGESYSTEM RECEPTACLESHCP SMART HOMERECEPTACLES SSLDLLLLLLLLCDROUGH-IN DATAW/ BLANK PLATESS FAMILYROOMSCABLE LLLLSS ROUGH-INCEILING FANDINING5'-0"LLLVENT HOODTO OUTSIDETECHTUBECDPEND.PEND.8'-8"2'-8"2'-8"7'-4 1/2"S PERMIT/CONSTRUCT PLANS18314 HAMBY WAY LOT 18 BLOCK 7 - PINNACLE RESERVE 4TH ADDPLAN OPTIONSKITCHEN TILE BACKSPLASH - INSTALL 1/2 OFFSET KITCHEN PENDANT LIGHTSSTANDARD KITCHEN W/ WASTE BASKETLAUNDRY ROOM CABINETS FAMILY ROOM HD-FLRLAUNDRY ROOM TUBCORNER FIREPLACE BATH #1 FLRING 1/2 OFFSET - PARALLEL TO VANITYVENT HOOD TO OUTSIDE 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. 2016C5.0XF403-DOVER-B-GR-SLABPC#984,989, 990: 3-25-2022-LLPC#1004: 6-6-2022-RKPC#1026:8-10-22-LLPERMIT/CONSTRUCT:8-30-2022-AF9'-1 1/8"29'-0"9'-1 1/8"3 1/2" CONC. FLOOR39'-0"1/4"=1'-0"CROSS SECTION D-D1/4"=1'-0"CROSS SECTION C-C3'-6" 3'-6"BATH #1W.I.C.DINING3 1/2" CONC. FLOORBEDRM #19'-4"8"CONC. PATIOFAMILYROOM1'-4"9.5121'-2"MFD TRUSS9.512MFD TRUSS9.512MFD TRUSS9.512MFD TRUSS1'-4"1'-2"1'-4"1'-2"1'-4"1'-2" 9'-1 1/8"FAMILYROOM3 1/2" CONC. FLOORKIT.FOYER59'-4"4'-8"1/4"=1'-0"CROSS SECTION B-B3'-6"DROPPED HDR1261'-4"9 5/16"PERMIT/CONSTRUCT PLANS18314 HAMBY WAY LOT 18 BLOCK 7 - PINNACLE RESERVE 4TH ADD 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. 2016C6.0XF403-DOVER-B-GR-SLABPC#984,989, 990: 3-25-2022-LLPC#1004: 6-6-2022-RKPC#1026:8-10-22-LLPERMIT/CONSTRUCT:8-30-2022-AF1/2" 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"OVER UNCONDITIONED SPACE4" CONC. GAR. FLOOR5/8" GYP. BD.R-30 BATT INSUL.3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAP3/4" RIGID INSUL.GYP. BD.R-30 SPRAY FOAM INSUL.4.34" AROUND DUCTWORKONLY (R-6.9 PER INCH)TYPICAL WALL SECTION (6-16-2015)1/2"=1'-0"9'-1 1/8"VARIESSEE 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 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 R806TREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)TREATEDSILL PLATEW/ FOAM SILL SEALMIN. 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. WALL(6" CURB, 2" INT. LEDGE)8" 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.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, 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.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"CONNECTRED TO EACH SIDE OF10' SECTION OF PERFORATED PIPE1/2" 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 ADMIXTUREVERTICAL REINFORCINGAS SOIL COND. REQUIRE(SEE HANSON ENGINEERING)"T" FITTING IN AGGREGATE1/2"=1'-0"GARAGE SLAB LEDGE DETAIL4" 8"FLOOR DETAILSUMP PUMP COVER DETAIL1/4"=1'-0"3-1/2" CONC. FLRSUMP BASKETSCRIBEREMOVABLE3/4" PLYWD.2X42X4 DISCHARGESUMP3/4" PLYWD.LIDFINISHED GRADEWILL VARY24" 9'-1 1/8"GARAGEBEDRM #1BATH #13 1/2" CONC. FLOOR4" CONC. FLOOR37'-6"29'-6"1/4"=1'-0"CROSS SECTION A-A3'-6"2x10 CAP2x10 BASE8x8 REALWOOD COLUMN8x8 REALWOOD COLUMNDETAIL1/4"=1'-0"PORCH COLUMNCENTER COLUMNSCORNER COLUMNS30°CAULK TOP OFCOLLAR TO COLUMNATTACH PERMANUF. SPECSHOLD COLLARS 1/2" MINABOVE FLOOR/SURFACEMETAL POST BASECOLUMN TO BE MIN 1" ABOVEFOUNDATION OR 6" ABOVE GRADEPERMIT/CONSTRUCT PLANS18314 HAMBY WAY LOT 18 BLOCK 7 - PINNACLE RESERVE 4TH ADD WHEN THE FIREPLACE IS SELECTED. SWITCH WINDOW HEADER TO A B1 (5-FT)(5-FT)(5-FT)(4-FT)(4-FT)(4-FT) (6-FT)(3-FT)(3-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3.5-FT)(3.5-FT)(5-FT)(5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(6-FT)(4-FT)(4-FT)BRACED WALL LINE BRACEDWALL LINE(5-FT)COPYRIGHT HANSON GROUP, LLC 2020©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.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 WALLFRAME 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(MAIN/UPPERLEVEL 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 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESMATERIALSWALL 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 BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.DescriptionMay 15, 2020Project Number:Date:0.146S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044F403/F423 B-GR ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS 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 Mack5-15-2046673Date: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.SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.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-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.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)4.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 COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.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 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.(3.5-FT)(3.5-FT)(4-FT)(4-FT) (5-FT) ONE-SIDED (5-FT) ONE-SIDED (5-FT)ONE-SIDED(5-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY w/ OPTIONAL UPPER LEVEL)3S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1WITH 3RD STALL GARAGE OPTIONF403 WITHOUT UPPER LEVELCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAILS1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.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 HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S1 FOR ALTERNATIVE OPTION)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.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.FASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-312"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-312"±LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILING(3.5-FT)(3.5-FT)(4-FT)(4-FT)(8-FT)(8-FT)(6-FT)(6-FT)BRACED WALL LINEBRACEDWALL LINEBRACED WALL LINEBRACEDWALL LINEPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSPROVIDE TOP OF WALL CONNECTIONSSHOWN FOR BRACED WALL PANELSALONG INDICATED PORTION OF WALLPROVIDE TOP OF WALL CONNECTIONSSHOWN FOR BRACED WALL PANELSALONG INDICATED PORTION OF WALL Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 Dover F403 HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct., STE 200 Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-319-4200 Wednesday, February 12, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Dover F403 Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:Dover F403 Designed By:Jake Ryan Project Date:2/11/20 Project Comment: Client Name:D.R. Horton Client Address:20860 Kenbridge Ct., STE 200 Client City:Lakeville, MN 55044 Client Phone:(952) 985-7272 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-319-4200 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:918 CFM Per Square ft.:0.469 Square ft. of Room Area:1,959 Square ft. Per Ton:907 Volume (ft³):17,631 Building Loads Total Heating Required Including Ventilation Air:48,724 Btuh 48.724 MBH Total Sensible Gain:21,808 Btuh 84 % Total Latent Gain:4,109 Btuh 16 % Total Cooling Required Including Ventilation Air:25,917 Btuh 2.16 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\F403 Slab Heat Calc.rh9 Wednesday, February 12, 2020, 12:25 PM NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Alexis Flores 9/7/22 X PM