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LA178307 8021 183rd St W 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 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. 2016CROOF PLAN1/8"=1'-0"HARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM 1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIMCCAAAABBBBCC56' RIDGE VENT 4' RIDGE VENT 9.5:129.5:129.5:121'-4"1'-4"1'-0" 1'-7"1'-7"1'-0" 1'-0"1'-4"1'-0"1'-4"DDDD4:123'-0"6"STEEL PANEL OVERHEAD DOORXXXXXADDRESS NUMBER1'-4"1'-2" HEEL 4'-0"4:12 PITCHASPHALT SHINGLESFLASH OVER ALL EXT OPGS50% TO 80% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806FLEFT ELEVATION1/8"=1'-0"9.5:12 PITCHFRIGHT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1'-0"1'-0"1'-4"9.5:12 PITCH1'-7"7 11/16" HEEL 1'-0"2x1'-2" HEEL 1'-4"1'-8 5/16" HEEL2'-0"REAR ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEF129.5AT SHUTTERS1/2"=1'-0"TYPICAL WDW & DOOR TRIM5" TRIM6'-0"129.5129.58" TRIMF5" TRIMBKT7x12x4FYPONAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED18" BOARDSHUTTERS5'-0"HEARTLAND COTTAGE4'-0"RAIN DIVERTERD4'-0"1.0XF403-DOVER-C-GR-SLABPERMIT/CONSTRUCT:1-23-20-LLSTD BEDROOM #4: 9-29-2019-LL20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272A D.R. HORTON COMPANYCUST:SPEC HOMEF403-C-4.1DOVER2w 2040 SH2040 SH24" X 48"47 5/8" X 48"LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OFSTONE VENEER ALL 4 SIDESCEMENT BOARD ONPERMIT /CONSTRUCTIONLOT 18, BLK 9 PINNACLE8021 183rd STREET WESTRESERVE AT AVONLEAPLANSREFANOT USEDPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM6" TRIM6" TRIM1-1/2"4" TRIM 4" TRIM DOVER F403-CTOTAL FRONT FASCADE: 390 SQ FTSTONE: 67 SQ FT- 17.2%VINYL SIDING: 188 SQ FT-48.2%BOARD-N-BATTEN: 135 SQ FT- 34.6%GEConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/18/2020dmathews 29'-0"39'-0"10'-0"13'-0"52'-0" 29'-6"37'-6"67'-0" 5'-8" 7'-8"14'-10"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, 4'-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. 2016C2.1XF403-DOVER-C-GR-SLABPERMIT/CONSTRUCT:1-23-20-LLSTD BEDROOM #4: 9-29-2019-LLGARAGETANDEMNOTE:TANDEM GARAGE ONLY AVAILABLEON F403 SLAB-ON-GRADE PLANWITHOUT UPPER LEVEL BONUS ROOMS4'-3" 69'-3"4'-8"39'-0"13'-6"2'-3 1/2"2'-3 1/2"20'-10"16'-3"FILL1'-0"19'-2"14"x8" CONC. FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL6" THICK2'-3"PERMIT / CONST.PLANS8021 183rd STREET W6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGH16'-0"12" STEP IN FOOTING40'-0"12" STEP IN FOOTING IN FOOTING12" STEPTHRU PLATESGROUNDING RODUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 22x30ATTICACCESS 5'-1 1/2"5'-2 1/2" 9'-8"6'-0"10'-4"5'-0"18'-2" 13'-0"52'-0" 5'-7 1/2"6'-6 1/4"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"5'-8"2'-8"7'-8"14'-10"10'-6"6'-2"3'-8"3'-6 1/4"8'-1 3/4"6'-4"3'-8"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"2-82-82-85-04-02-4REF.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-C-GR-SLABPERMIT/CONSTRUCT:1-23-20-LLSTD BEDROOM #4: 9-29-2019-LL16x7 OVERHEAD DOOR3.2GARAGESLOPE TO DOORS4" CONC FLOOR619 SQ. FT.TYPICAL 2x6 GARAGE WALLS2W 3050 SH2-812" DROPPED SOFFIT12" DROPPED SOFFIT2-85-0TUB/SHWR3-02-8FAMILYROOMDININGKIT.HD-FLR2x6 WALL7'-1"7'-0" CABTS.6'-6"3'-6" TOP 7'-4" TOP9'-0 1/2"MICRO HOOD20 AMP.CIRCUITGAS RANGEDWSINKOWNERSBEDRMCPT.OWNERSBATHHD-FLRW/ 14" TRANSOM6068 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/MFRBATH #2HD-FLRFOYERHD-FLRBEDRM #3CPT.W.I.C.CPT.LAU.PANTRYCONC. PATIO130 SQ. FT.LAUNDRYCABTS.TPH24" TOWEL BAR18" TOWEL BARTPHA/CON ALL WALLS & CEILINGGYP. BOARDNOTE: MFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.TYPICAL PORCH COLUMN:8x8 REALWOOD POST2x6 CAP & BASEHD-FLRHD-FLR3W 2020 FXMECH.CONC.12" OVERHANGSILLCOCK9'-0"4-02'-10"1'-3"NOTE:FRAMER TO ROCK &POLY MECH. RM LID22x30ATTICACCESS GARAGETANDEM15'-0"9'-10"NOTE:TANDEM GARAGE ONLY AVAILABLEON F403 SLAB-ON-GRADE PLANWITHOUT UPPER LEVEL BONUS ROOMSGARAGEKIT.OWNERSBEDRMOWNERSBATHELECTRICAL PLAN1/4"=1'-0"BATH #2FOYERBEDRM #3W.I.C.LAU.PANTRYCONC. PATIORADONVENT PIPEACWHHVA/CROUGH-INCEILING FANSSSSSSS S SSSFANLFANGFIGFIS SS SSS SS S SDSDSD/CMOCOMBOSD/CMOCOMBOSS LFANGFIS GFISPRINKLERSYSTEMRECEPTACLEWPGFIWPLLLS SWPCABLE CABLE USBSDISP.DWS1ST FLOORS PEND.PEND.PEND.8'-8"2'-8"2'-8"7'-4 1/2"SPHONE PHONELDINING5'-0"LLFAMILYROOMLLLLLFDOUTLET FORFUT. WATER SOFT.TCHIME S LLL15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLELOW VOLTAGESYSTEM RECEPTACLESMART HOMESYSTEM RECEPTACLESHCP 2ND SMART HOMERECEPTACLES SSDDLLLL69'-3" 4'-3"4'-8"39'-0"13'-6"13'-6"2'-4"2'-4"10'-5"10'-5"20'-10"4'-8"3'-6"3060 SH2'-3"3'-6"5'-4"3060 SH4'-0"3"9"5'-8"13'-0"3"13 1/4" WIDE DROPPED SOFFIT(SEE SECTION)8x8 MFD COLUMN W/2x6 CAP & BASE AND4x4 ANGLED BRACETYPICAL PORCH COLUMN:DROPPED HDRCONC.PORCH106 SQ. FT.6'-4"4'-7 1/2"4'-5 3/4"DROPPEDHEADERLLL5'-3 1/2"3'-9 3/4"BEDRM #2CPT.2'-7"3 SH2-82-83'-10"3'-10"2'-6"1-6LINENBEDRM #2SSDDRADONVENT PIPELLPERMIT / CONST.PLANS8021 183rd STREET WPLAN OPTIONSLAUNDRY CABINETSSTANDARD KITCHENFAMILY ROOM LIGHT PACKAGEKITCHEN PENDANT LIGHTINGDINING RM LIGHT PACKAGEGAS FIREPLACE-CENTERRECYCLINGHD-FLRVENT HOODTO OUTSIDEVENT HOODTO OUTSIDETILED KITCHENBACKSPLASH1/3 OFFSETGAS FPRO 42"x40 1/8"SURROUNDBASE w/ CT34x60 FBGLTOE LEDGESHWR SHELFSWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138 1/4" X 83 1/4"FOYER0.2313060 SHBEDRM #326068 SGD W/ TRANS.1DINING12W 3050 SHBEDROOM #21DINING2W 3050 SHOWNERS BEDRM10.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.3172 1/8" X 94"0.320.310.310.300.313W 2020 FX72" X 24"OPT. 2W 3050 SHFAMILY RM. w/ FP10.310.3172 1/8" X 60 1/4"36 1/4" X 60 1/4"(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam (2)9-1/2 Versa-Lam (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)11-7/8 Versa-Lam106552.53PFHPFHConnections633.555-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C4XF403-DOVER-C-GR-SLABPERMIT/CONSTRUCT:1-23-20-LLSTD BEDROOM #4: 9-29-2019-LL9'-1 1/8"3 1/2" CONC. FLOOR39'-0"OWNERSBATHW.I.C.DINING9'-1 1/8"3 1/2" CONC. FLOOR39'-0"9'-1 1/8"FAMILYROOM3 1/2" CONC. FLOORKIT.FOYER59'-4"9'-8"1'-7"7 11/16"1/4"=1'-0"CROSS SECTION D-D1/4"=1'-0"CROSS SECTION C-C1/4"=1'-0"CROSS SECTION B-B1'-4"9.5121'-2"MFD TRUSS9.512MFD TRUSS9.512MFD TRUSS9.512MFD TRUSS3'-6" 4'-6"1'-4"1'-2"1'-4"1'-2"1'-4"1'-2"124DROPPED HDR13 1/4" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZECOVEREDSTOOPTANDEM3'-6"MECHBEDRM #2DROPPED FOOTINGSBEYOND1'-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. 2016C5XF403-DOVER-C-GR-SLABPERMIT/CONSTRUCT:1-23-20-LLSTD BEDROOM #4: 9-29-2019-LL1/2" 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.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 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 OSWELL ENGINEERING)"T" FITTING IN AGGREGATE1/2"=1'-0"GARAGE SLAB LEDGE DETAIL4"8"FLOOR DETAIL2x6 CAP2x6 BASE8x8 REALWOOD COLUMN4x4 REALWOODANGLED BRACKET2x6 CAP2x6 BASE8x8 REALWOOD COLUMN4x4 REALWOODANGLED BRACKETFRONT PORCH COLUMN9'-1 1/8"GARAGEOWNERSBEDRMOWNERSBATH3 1/2" CONC. FLOOR4" CONC. FLOOR37'-6"29'-6"1/4"=1'-0"CROSS SECTION A-A3'-6"DROPPED FOOTINGS BEYOND 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 UNEXCAVATEDUNEXCAVATEDUNEXCAVATEDUNEXCAVATED2' 0" 52' 0" 13' 0" 67' 0" 37' 6"29' 6"13' 6"4' 8"20' 10"10' 0" 29' 0" 10' 6" 9' 10"15' 0" UNEXCAVATED20' 10"24' 0" 3' 6"10' 0" 10' 0" 2' 0" 15' 0" 9' 10"10' 6"11' 6"UNEXCAVATED4' 3"13' 6"4' 8"20' 10"Sheet: 1 of 2DWG: BaseFile: Dover F403By: Anthony EstevezDate: 8-30-19Scale: 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.10-10-19AERevisions: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.DOVER F403 TANDEM GLD.R. HORTONSLAB ON GRADEDESIGN = N/AA & B ELEVATIONSSLAB ON GRADE3RD STALL OPTIONC ELEVATIONSLAB ON GRADE ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 14' 0" 2B3 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 22' 0" 2B4 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0" 2B5 3 Beam by others 8' 0" 1B6 1 Beam by others 6' 0" 1B7 2 Beam by others 4' 0" 1Pt1 1 Post by others 10' 0" 1ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSOPTIONAL WINDOWAT MASTER BATH:BEAM BY OTHERSSINGLETRIMMERSOPTIONAL WINDOW:BEAM BY OTHERSOPTIONAL STORM ROOM:(2) 1-3/4"X11-7/8"X8' LVLPt1B6B3B5B2B7B5B1B7B4B5B14' 8"10' 0" 13' 0" 13' 6"52' 0" 67' 0" 2' 0" 20' 10"29' 6"37' 6"29' 0" ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B2 1 Girder Truss by others 24' 0" 1ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSB2B120' 10"24' 0" 10' 0" 2' 0" ProductsPlotID Net Qty Product Length PliesB1 1 Beam by others 8' 0" 16 FT WIDE WINDOWWITH FIREPLACE OPTION"BEAM BY OTHERS"SINGLETRIMMERSFIREPLACESINGLETRIMMERSB110' 0"29' 0"39' 0"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 20' 0" 2B2 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B3 2 Beam by others 4' 0" 1Pt1 4 Post by others 10' 0" 1SINGLETRIMMERSPt1Pt1Pt1Pt1B1B2B3B320' 10"13' 6"4' 8"4' 3"Sheet: 2 of 2DWG: BaseFile: Dover F403By: Anthony EstevezDate: 8-30-19Scale: 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.10-14-19AE10-10-19AERevisions: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.DOVER F403 TANDEM GLD.R. HORTONMAIN FLOOR HEADERSDESIGN = L/360A & B ELEVATIONMAIN FLOOR W/ SLAB3RD STALL OPTIONFIREPLACE OPTIONC ELEVATIONMAIN FLOOR W/ SLAB April 21, 2017Project Number:Date:7.168S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044Dover-C-GL 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 Mack46673Date: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.PARTIAL 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 FOUNDATIONS(6-FT)(10-FT)(6-FT) (5-FT)(5-FT)(5-FT)(5-FT) (4-FT)(4-FT)(4-FT) BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEOSB(5-FT)(3.5-FT)(4-FT)(5-FT)(8-FT)(8-FT)(8-FT)(8-FT) BRACED WALL LINE BRACEDWALL LINEOSBOSBMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANCONSTRUCTPORTAL FRAME ASSHOWN IN 4/S1(3.5-FT)(3.5-FT)(4-FT) ONE-SIDED (4-FT) ONE-SIDED (4-FT) ONE-SIDED (4-FT)(4-FT)(4-FT)BRACEDWALL LINE BRACED WALL LINE BRACEDWALL LINEBONUS LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY REQUIRED WITHOPTIONAL BONUS LEVEL)3S1REFERENCE PLAN2'-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 5/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 FRAME4NOTEINFO 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 OPTION5S1FRAMING DETAILCONCRETEFOUNDATIONBELOWUSP HTT45 HOLDOWN ANCHOR ATLOCATIONS SHOWN NAILED TODOUBLE STUDS w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETEBRACEDWALL LINE(3-FT)(2.5-FT)BRACED WALL LINECOPYRIGHT HANSON GROUP, LLC 2019©2x4 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).9.ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECTIONFASTENED TOGETHER w/ 8d x 3" LONG NAILS @ 3" ON-CENTER. 'CALIFORNIA CORNERS' OR TRADITIONAL CORNERSARE ACCEPTABLE PROVIDED FULL HEIGHT SAWN BLOCKING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDSFASTENED TOGETHER IN A SIMILAR FASHION.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/ TRUSSESHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(3-FT)(3.5-FT)(4-FT)PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLDescriptionLayout Change3-26-191(5-FT)(5-FT)(5-FT)BRACED WALL LINE OSB3RD STALL GARAGE OPTIONPROVIDE TOP & BOTTOM(w/ BASEMENT) OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(5-FT)(5-FT)(5-FT)BRACED WALL LINE OSBTANDEM GARAGE3RD STALL GARAGE OPTION(10-FT)(5-FT)(5-FT) (4-FT)(4-FT)BRACEDWALL LINEOSBCONSTRUCTPORTAL FRAME ASSHOWN IN 4/S1BRACEDWALL LINE(6-FT)TANDEM GARAGE OPTION(3-FT)(2.5-FT)7-22-19Tandem Garage7-22-192 8021 183rd St. W., Lakeville 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 Friday, March 20, 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 8021 183rd St. W., Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:8021 183rd St. W., Lakeville Designed By:Jake Ryan Project Date:3/20/2020 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 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 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:753 CFM Per Square ft.:0.418 Square ft. of Room Area:1,801 Square ft. Per Ton:932 Volume (ft³):16,205 Building Loads Total Heating Required Including Ventilation Air:42,192 Btuh 42.192 MBH Total Sensible Gain:18,397 Btuh 79 % Total Latent Gain:4,775 Btuh 21 % Total Cooling Required Including Ventilation Air:23,172 Btuh 1.93 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. D:\8021 183rd St. W., Lakeville - Heat Calc.rh9 Friday, March 20, 2020, 5:08 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8021 183rd St. W., Lakeville Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 1.93 932 1,801 18,397 4,775 23,172 42,192 481 753 481 753 753 System 1 Main Floor No 1.93 932 1,801 18,397 4,775 23,172 42,192 481 753 481 753 753 10x14 Ventilation 440 2,227 2,667 3,298 Supply Duct Latent 164 164 Return Duct 1,885 501 2,385 2,939 Humidification 3,717 Zone 1 1,801 16,073 1,883 17,956 32,238 481 753 481 753 753 10x14 1-Main Floor 1,801 16,073 1,883 17,956 32,238 481 753 481 753 753 7--6 D:\8021 183rd St. W., Lakeville - Heat Calc.rh9 Friday, March 20, 2020, 5:08 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8021 183rd St. W., Lakeville Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Main Floor Built-In 450 750 0.01 0.1 547.9 481 753 753 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 774.5 481 753 753 10x14 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:481 Cooling Flow:753 D:\8021 183rd St. W., Lakeville - Heat Calc.rh9 Friday, March 20, 2020, 5:08 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8021 183rd St. W., Lakeville Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER GRADE, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.32, SHGC 0.32 184 5,124 0 3,704 3,704 11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 544 544 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 1650.2 9,332 0 1,427 1,427 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Attic, U-value 0.02 1800.5 3,133 0 2,449 2,449 22D-10ph: Floor-Slab on grade, Vertical board insulation covers slab edge, turns under slab and extends 4' horizontally, any floor cover, R-10 insulation, passive, heavy moist soil, U-value 0.456 208 8,252 0 0 0 Subtotals for structure:27,813 0 8,124 8,124 People:6 1,200 1,380 2,580 Equipment:683 3,430 4,113 Lighting:350 1,194 1,194 Ductwork:7,364 664 3,633 4,297 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 96, Summer CFM: 96 3,298 2,227 440 2,667 Humidification (Winter) 10.13 gal/day :3,717 0 0 0 AED Excursion:0 0 197 197 Total Building Load Totals:42,192 4,775 18,397 23,172 Check Figures Total Building Supply CFM:753 CFM Per Square ft.:0.418 Square ft. of Room Area:1,801 Square ft. Per Ton:932 Volume (ft³):16,205 Building Loads Total Heating Required Including Ventilation Air:42,192 Btuh 42.192 MBH Total Sensible Gain:18,397 Btuh 79 % Total Latent Gain:4,775 Btuh 21 % Total Cooling Required Including Ventilation Air:23,172 Btuh 1.93 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. D:\8021 183rd St. W., Lakeville - Heat Calc.rh9 Friday, March 20, 2020, 5:08 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8021 183rd St. W., Lakeville Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces North Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Main Floor 753 *854 849 780 711 792 824 811 7--7 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°North 753 18,397 *4,775 1.93 45°Northeast *854 *20,550 4,773 *2.11 90°East 849 20,445 4,773 2.10 135°Southeast 780 18,971 4,773 1.98 180°South 711 17,496 4,771 1.86 225°Southwest 792 19,217 4,772 2.00 270°West 824 19,924 4,773 2.06 315°Northwest 811 19,640 4,773 2.03 * Indicates highest value of all rotations. 1.85 1.90 1.95 2.00 2.05 2.10 2.15 North Northeast East Southeast South Southwest West NorthwestCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage D:\8021 183rd St. W., Lakeville - Heat Calc.rh9 Friday, March 20, 2020, 5:08 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 8021 183rd St. W., Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 21,000 22,000 23,000 24,000 25,000 26,000 27,000 28,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest D:\8021 183rd St. W., Lakeville - Heat Calc.rh9 Friday, March 20, 2020, 5:08 PM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 03/09/2020 X KP