Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA187698 8057 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 DM 12/29/2020 9 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. 2015CTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN5/4" x 3" - WOODGRAINOVER5/4" x 10" - WOODGRAINWOODGRAIN PANEL5/4" x 3" - WOODGRAIN5/4" x 10" - WOODGRAIN10" SQUARE COLUMN9 1/2"9 1/2"6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM(SIDES)4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)2"=1'-0"1/4"=1'-0"ROOF PLAN1/8"=1'-0"6:126:128' RIDGE VENT 1'-0"1'-0"1'-0"1'-0" 1'-0"1'-8"1'-0"1'-8"6:125'-6"9'-0"23'-6"1'-8"NO TAILS AT GARAGE TRUSSES FOR FIRST 1'-8"RUN GARAGE FRONT SHEATHING UP TO UNDERSIDEOF PORCH GABLE TRUSS TOP CHORD1'-0"6:128' RIDGE VENT 30' RIDGE VENT1'-0"1'-0" 7' RIDGE VENT 6:126:121'-4"6:126:121'-0"ALLOWED DIRECTLYUNDER BATH FAN VENTSSTACKVENTRADONVENT PIPEBATH FANVENTSNO ROOF PENETRATIONS1'-0"1'-0"1261xFFCFYPON BKT7x12x46"HEEL3'-9"TO PLATE 126CFYPON BKT7x12x4BOARD & BATTENSIDINGBOARD & BATTENSIDINGAT DORMER RETURNSXXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORBOARD & BATTENSIDINGAMERICAN CLASSICR.O. 48"x24"2W 2020AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" VINYL TRIM 5" VINYL TRIM5" VINYL TRIM3 1/2" VINYL TRIM CEMENT BOARDON ALL 4 SIDES1X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272DRAWN: 4-6-2017-MGREVISED: 10-17-2017-KBCUST:CHERYL REINSBERG F426-AMORGANA D.R. HORTON COMPANYPERMIT:12-29-2020-JG69 SF OF STONE FOR 24.7% COVERAGELEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"LOOKOUTLOOKOUT42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTHRIGHT ELEVATION1/8"=1'-0"LOOKOUTMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEFFF6"12"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS6:12 PITCHF6:12 PITCH6:12 PITCH6:12 PITCH6:12 PITCH12"F126BOARD & BATTENAT DORMER RETURNSSIDING40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2FLOW MAINTENANCE DECK FFF2'-0"D1261261'-0"7 7/16" HEELF F1'-0"7 7/16" HEEL 7 7/16" HEEL 1x CEDARREFANOT USEDPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTEN8057 183RD STREET WPERMIT PLANSLOT 15 / BLOCK 9PINNACLE RESERVE AT AVONLEA FConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/06/2021dmathews ACFDWHHV26'-0"12'-0"48'-0"9'-8"20'-6" 7'-4"19'-0 1/2" 69'-8"18'-0"20'-0"15'-0"7'-6"8'-6"11'-0"9'-0"11'-5 1/2"6'-6 1/2"9'-0"5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED36'-0"13'-7"6'-0"31'-6"48 SQ. FT.331 SQ. FT.UNFINISHEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE19'-7"16'-5"16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS SS11'-2"3 1/2"34x48FBGL SHWR30"TPH 24" TOWEL BAR15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI 5'-0 1/2"6'-5"3'-8"3'-8"16"x8" CONC. FTG.POURED CONC. WALLDRAIN TILESLEEVE38'-0"16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.22'-6"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.30x30x12CONC. PAD FTG.30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"LOOKOUT BASEMENT PLAN1/4"=1'-0"2.0XNOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)SFUTURERECREATION ROOMThese 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. 2015CFIREPLACE ABOVE DO NOT CANT. JOISTSSUMPBEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRTYP. WINDOW HEAD HEIGHT AT 7'-0" U.N.O.A/C6'-3"5'-9"6'-0"7'-0"5036 SLIDER5036 SLIDER5036 SLIDER2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE16x8 CONC. FTG.8" THICK, 3'-6" HIGH2x6 BEARING2'-5"5-016" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS2'-6"7'-6"12'-3"13'-9"6'-3"DROPPED BEAMACFDWHHV15'-0"7'-6"8'-6"11'-0"9'-0"5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED6'-0"48 SQ. FT.331 SQ. FT.UNFINISHEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE16'-5"16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS S11'-2"3 1/2"34x48FBGL SHWR30"TPH 24" TOWEL BAR15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI 5'-0 1/2"6'-5"3'-8"3'-8"16"x8" CONC. FTG.POURED CONC. WALLDRAIN TILESLEEVE38'-0"16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.22'-6"6" CURB, 2" LEDGE16"x8" CONC. FTG.2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"SFUTURERECREATION ROOMFIREPLACE ABOVE DO NOT CANT. JOISTSSUMPA/C2x6 BEARING2'-5"5-016" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS2'-6"7'-6"DROPPED BEAMACFDWHHV15'-0"7'-6"8'-6"11'-0"9'-0"5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED6'-0"48 SQ. FT.331 SQ. FT.UNFINISHEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE16'-5"16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS S11'-2"3 1/2"34x48FBGL SHWR30"TPH 24" TOWEL BAR15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI 5'-0 1/2"6'-5"3'-8"3'-8"16"x8" CONC. FTG.POURED CONC. WALLDRAIN TILESLEEVE16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.22'-6"2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.4'-8"30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"SFUTURERECREATION ROOMFIREPLACE ABOVE DO NOT CANT. JOISTSSUMPA/C2x6 BEARING2'-5"5-016" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS2'-6"7'-6"DROPPED BEAMACFDWHHV38'-0"15'-0"8'-6"11'-0"9'-0"5'-2"7'-4"R/I3/4BMECH.STORAGEUNEXCAVATED12'-0"6'-0"48 SQ. FT.331 SQ. FT.SEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE16'-5"16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS16" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS SSUP15R10" TREADCUT11'-2"3 1/2"DROPPED BEAMSD34x48FBGL SHWR30"TPH 24" TOWEL BAR2-815 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFI FUTURE FIN. WALL5'-0 1/2"6'-5"3'-8"3'-8"8" THICK, 8'-4" HIGHDRAIN TILESLEEVE16'-3" M.O.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE8" THICK, 8'-4" HIGH2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.13'-10"30x30x12CONC. PAD FTG.2x6 BEARING WALL2x6 BEARING WALL2x6 BEARING WALLDROPPED HDR3-09'-4"4'-0"4'-1 3/4"4'-0"2'-1"10'-0"2-8HDR2-8SSFUTURERECREATION ROOMFUTURE BEDRMFIREPLACE ABOVE DO NOT CANT. JOISTSSUMPA/C2-82x6 BEARING2'-5"5-016" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS2'-6"7'-6"7-6 x 7-4 OPG.DROPPED BEAM6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL16"x8" CONC. FTG.POURED CONC. WALL16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8"POURED CONC. WALL16"x8" CONC. FTG.POURED CONC. WALL16"x8" CONC. FTG.2'-2"8" THICK, 8'-4" HIGHPOURED CONC. WALL14"x8" CONC. FTG.6" THICKMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGE12'-1"4'-6"2'-1"FILLSILL COCKSILL COCKSILL COCKSILL COCK4'-0"WINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FLEX RM.0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.321FOUNDATION INSULATIONFRONT FOUNDATION WALL:-21 SQ FT/62 LIN FT= 0.34 RATIOR-10REAR FOUNDATION WALL:-25 SQ FT/50 LIN FT= 0.50 RATIORIGHT SIDE FOUND. WALL:-64 SQ FT/48 LIN FT= 1.33 RATIOLEFT SIDE FOUND. WALL:-57 SQ FT/36 LIN FT= 1.58 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15REQUIREMENTSR-10 1656 SQ. FT.ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLROCK FINISHEDSIDE OF WALL ONLYDRAWN: 8-25-2015-AWF426-MORGAN-AREVISED ELEC: 3-28-2019-LLPC#634,658: 5-1-2019-LLPERMIT:12-29-2020-JG1'-1 1/2"RADONVENT PIPELLOW VOLTAGESYSTEM RECEPTACLESMART HOMESYSTEM RECEPTACLE8057 183RD STREET WPERMIT PLANSPLAN OPTIONSLOW MAINTENCE DECK LOOKOUT BASEMENT LOT WATER SOFTENER 12'-0"6'-3"5'-9"16" CONC. PIER FTGDECK ABOVETREATED 2x10's 16" ON CENTER (3) 2x10 FLUSH HDR - (2) TREATED AND (1) CEDAR6x6 TREATED POST(2) 2x10 FLUSH HDR - (1) TREATED AND (1) CEDAR JOIST HANGERS BOTH ENDSLAG RIM 12" ON CENTER, TOP & BOTTOMMECH. FASTEN POST TO DECK & FOOTING5'-0" MIN. BELOW GRADE(3) 2x10 TREATED HDRAPPROVED HANGERS2x10 CEDAR RIMTREATED 2x10 JOISTSDECKING6x6 TREATED POSTSPOST ANCHORAPPROVED GALV.BOTH ENDS2" GALVANIZED DRIP CAP(DO NOT FASTEN DECKING THROUGH FLASHING)5 1/2" FROM TOP OF SUBFLOORTO TOP OF JOISTSAT 16" O.C.LOW MAINTENANCE2x10 TREATED LEDGERATTACHED TO HOUSE W/LAG SCREWS3'-0" MIN.ALUMINUMRAILING SYSTEM16" OR 18" DIA.5'-0" FROST PROTECTION CONC. PIER1/2"=1'-0"DECK DETAILSLOW MAINTENANCEUSP LTS19-TZCONNECTORS ON2'-0" MAXEQUALEQUALEQUAL2'-0" MAXTREATED 2x10's 16" ON CENTER (3) 2x10 TREATED HDR W/ (1) 2x10 CEDAR RIM(1) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM 2x10 GALV.HANGERS2x10 GALV.HANGERS1/2"=1'-0"DECK FRAMING DETAILS12'-0"(1) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM 12'-0"6'-0"6'-0"12'-0"2x12 BLOCKING ORLOW MAINTENANCE DECKINGUNDERSIDE OF 2X10 TREATED JOISTSUSP LTS19-TZ2x 4 S W A Y B R A C I N G A S R E Q ' D1/2"=1'-0"LEDGER DETAIL3/4" SUBFLOOR6 1/4"VARIES 2x_ PORCHLEDGER2x6 EXTERIOR WALL18" FLOOR TRUSSES . 2""MIN...3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 5 1/4" 2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESUSP LTS19-TZ , (4) PER DECKRATED AT 750 # EACH, SPACED EVENLYLATERAL LOAD CONNECTION:3/8" LAG SCREW W/ WASHERBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS ON INSIDEMAX. 24" FROM END OF LEDGERBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDESCREWS (MIN. 4" LONG)1/2" DIAMETER LAGINSTALLED STAGGERED IN 2 ROWS1/2" DIA. LAG SCREWS TO BEMIN. 3" PENETRATION THRU OSB RIM & FLR TRUSS21" O.C. UNDER 8'-0" SPANTOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.SUBFLOOR W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDEACH FLOOR MEMBERW/ 8D NAILS28" O.C. UNDER 6'-0" SPANOF DECK LEDGERSIMPSON DTT1Z OR5 1/2"2" DRIP CAP5/4" DECKING2x10 TREATED JOISTSRIM BOARD1-1/8" OSB3/8" DIAM LAG SCREW W/ WASHERMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS18" FLOOR TRUSSES(GALV. OR STAINLESS STEEL)(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1/2"=1'-0"REAR DECK LEDGER SECTION3"RATED AT 350 LBFT1/2" DIAM. LAG SCREWS(MIN. 4" LENGTH)10d NAILS OR 16D SINKERSWSGROUNDING RODTHRU PLATES33336(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-LamInterior BWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 10'-1 1/8"FLOOR SYSTEM PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-44 INSUL.MFD TRUSSESA IR C H U T E S NOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHINGALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R80616x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEMIN. 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 1322.2100TYPICAL WALL SECTION1/2"=1'-0"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED ATSEE 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 SUBFASCIA2" MIN. POLYURETHANE FOAMAT RIM (R-12.2)PROVIDE 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)APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTW/ VAPOR BARR.5/8" TYPE-X GYP. BD.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"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTEDABOVE GRADE PROTECTION OFINSULATION EXTENDING6" BELOW GRADEFINISHED GRADEWILL VARYWATERPROOFING W/ R-10WATCH DOG + ENERGY SYSTEMVERTICAL REINFORCINGAS SOIL COND. REQUIREPOURED CONC. WALL8" THICK, 8'-4" HIGH(SEE OSWELL ENGINEERING)R-10 DRAINAGE BOARD1/2" 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 FOAMFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADE1/2" 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 WALLDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)TREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)W/ SILL SEALERSEAL BEHIND POLY.R-5 RIGID INSULATION(IF R-15 INSULATION REQUIRED)SEALED AND TAPED AT TOPROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACE3.0X14'-0"12'-0"12'-0"48'-0"9'-8" 20'-6"18'-0"20'-0"8"10'-0"15'-0"7'-6"9'-2"5'-10"8'-6"11'-0"9'-0" 7'-4"10'-3 3/4"2'-8"4'-10"38'-0"69'-8"FAMILYROOMBEDRM #1FOYER7'-6"11'-0"1752 SQ. FT.12'-0"DINING7'-10"5'-0"7'-8"1'-6"4'-2"3'-8"3'-8"4'-0"3'-8"3'-8"5'-8"5'-4"3'-4"4'-2"6'-3"5'-9"6'-3"5'-9"7'-0"7'-0"2W 3060 SH2W 3050 SH5'-9"6'-3"SET WINDOW ON2W 3050 SH2W 3050 SH7-6 x 8-0 OPG.5-04'-3"5'-9 1/4"CARPETHD-FLRCARPET10" TREAD CUT3-0SSSSS SSS SWPCOVEREDCONC PORCHDROPPED HDR 16x7 OH DOOR22'-6"22x30ATTICACCESSGFIGARAGESLOPE TO DOORS4" CONC FLOORALL WALLS & CEILINGGYP. BOARD ONNOTE: S38'-0"4'-6"1ST FLOOR PLAN1/4"=1'-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. 2015CNOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)1'-6"BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR1'-6" FROM HOUSE PLATESDROP GARAGE PLATES11'-0"5'-6 1/4"MUD/LAU.WASHDRYHD-FLRMOUNT TUBCABTS.LAUNDRYS5-02'-8"7'-6"5'-0"3'-6"6'-2"RR8"CANT. HDR 8"CANT.HDR TCHIMELEVEL FLOORSLOPE FLOOR 4"WOOD STEPS2x6 WALLDECK3050 SHDBL SILL ATFOUNDATION WALLW/ 12" TRANS.2x6 WALLTYP. WINDOW HEAD HEIGHT AT 8'-0" U.N.O.17'-0"SDLLKITCHENHD-FLRLS1'-8"2-82-82-8BATH #12-86'-4 3/4"FAN2x6 WALL2x6 WALL6'-7 1/4"3'-10 3/4"3'-9"TPH 6'-0"GFISSS 66" VAN.6'-6"5'-5 3/4"2-8SS S ROUGH-INCEILING FANPHCS SD/CMD10'-0 1/4"DN15R4'-2 3/4"3'-8"10'-0"3'-4"2020 FX2020 FX17'-0"36'-0"31'-6"67'-6"5'-4 1/2"8'-4"5'-3 1/2"NOTE: FULL SIZE SUBFLOORSHEETS START 2'-0"FROM REAR OF HOMEL6'-0 1/2"6'-0 1/2"NO SCALEPLUMBING DETAILSKITCHEN ISLAND13'-2"2'-3"REFRANGE20 AMP.MICRO HOODCIRCUITPH2'-3"2-02'-3"13'-1 3/4"5'-6 3/4"INSIDE FRAMING2-810'-3 1/2"4'-4"FANLL9'-0"LOW MAINTENANCE INSIDE FRAMING 5'-10 3/4"11'-9 1/4"2x6 WALL2-8BATHHD-FLR42"TPH 24" TOWEL BARBEDRM #2CARPET2'-6"4-05'-4"2'-4"2'-6"9'-4 1/4"SD/CMD2-8SSD1-65-0 FBGLTUB/SHWR8"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN7'-4"6068 SGD W/6" SPLASHSURROUNDBASE w/ FBGLSSTD 36x60 FBGL3'-9"24" TOWEL BAR42x60FBGL TUBLLW.I.C.CPTSOFFITFRAMED DOWNNOTE: WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR W/ TRANSOM0.3138.25" X 95.25FOYER0.2312W 3060 SH72 1/8" X 72"BEDRM #2 10.31DINING ROOM2W 3050 SHFAMILY ROOM2W 3050 SH1LANDING36 1/4" X 60 1/4"210.31FAMILY ROOM1BEDROOM #11BEDROOM #12020 FX0.3124" X24"0.3023050 SH2W 3050 SH72 1/8" X 60 1/4"0.3172 1/8" X 60 1/4"0.3172 1/8" X 60 1/4"0.310.310.310.310.310.31GFICUSB HD-FLR8"FAN2W 2020 FX2W 2020 FX2W 2020 FX48" X 24"0.320.31DRAWN: 8-25-2015-AWF426-MORGAN-AREVISED ELEC: 3-28-2019-LLPC#634,658: 5-1-2019-LLPERMIT:12-29-2020-JGS HD-FLR10'-0"1'-2 1/4"1'-2 1/4"2'-9"SLRADONVENT PIPEL175 SQ. FT.542 SQ. FT.6'-0 1/2"2'-0"CABINET TO FRAMING99" CABINETS CABINETS6'-0 1/2" CABINET TO FRAMING 7'-9 1/2" (93 1/2")FACE OF FRAMING TO CENTERLINE OF PLUMBING3"cLRANGE/OVEN WALLREFRIGERATOR WALL10'-7" (127") 11'-0" (132")VENT PIPEWASTE PIPEFACE OF FRAMING TO CENTERLINE OF PLUMBING FACE OF FRAMING TO CENTERLINE OF PLUMBING 2X6 WALL FRAMED101"(L) X 34 1/2" A.F.F.(H)DW SINK 2'-0"2X6 WALL FRAMED101"(L) X 34 1/2" A.F.F.(H)12" OVERHANGON 2 SIDESWPLLSHCPGFISSS SS2nd SMART HOMERECEPTACLE2x6 WALL DDDLLLLLDLL2-2x10 DRP BM22x30ATTICACCESS 0.3172 1/8" X 81"0.326068 SGDSTD DINING18057 183RD STREET WPERMIT PLANSPLAN OPTIONSLOW MAINTENCE DECK LAUNDRY ROOM GABINETSKITCHEN BACKSPLASH TILED GAS FIREPLACE LAUNDRY MOUNT TUB PANIC PAN WOOD RAILING BACKSPLASH BACKSPLASHGFI20 AMPS GAS FIREPLACER.O 42X40 1/8TECH TUBE4'-3"5'-9 1/4"10'-0 1/4"WOOD RAILING(2)7-1/4 Versa-Lam (2)7-1/4 Versa-LamGirder(2)14" Versa-Lam(2)7-1/4 Versa-Lam 2.53Shearwall66655PFHPFH2.5PROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL5S1FRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.TYPICAL 2x6 STUDS @ 16" O.C.SIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 6/S1 FORALTERNATIVE OPTION)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DWITH BASEMENTWITH SLAB-ON-GRADESIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 6/S1 FOR ALTERNATIVE OPTION)See S2 for FP bump outframing details.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 4.0XThese 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. 2015C10'-1 1/8"2'-0"OVERHANGA I R C HU T E SNOTEDUNLESSOTHERWISERIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHINGALUMINUMCORNICE6" MIN. HEEL 6'-0" OF ICE & WATER SHIELD2x6 SUBFASCIA7/16" OSB SHEATHINGMIN. R-19 INSULATION2x6 STUDS AT 16" O.C.2" MIN. POLYURETHANE FOAMAT RIM (R-12.2)W/ VAPOR BARR.5/8" TYPE-X GYP. BD.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.FINISHED GRADEWILL VARY1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICATIONS1'-6"CANT40-1/8"7/16" OSB SHEATHING @ BACKMIN. R-19 INSULATION24" O.C. MAX SPACINGHOUSE WRAPSIDING PER ELEV.2x6 STUDS AT REMOVABLE PANEL(ON ALL 6 SIDES OFFIREPLACE BUMP-OUT)2X6 FRAMING AT BOTTOM OFFIREPLACE CANT, W/ 5" MIN.1/2" O.S.B. @ 6'-0" A.F.F.2X4 FRAMING WITHFIRESTOP FRAMING3/4" PLYWD SHEATHING @ SIDESFIREPLACE RGH. OPG.ON INSIDE FACE OFFIREPLACE CHASE(TOP & 4 SIDES)2W FIREPLACE HEADER2'-6"SINGLE 2X10 HEADERBE REMOVABLEHATCHED AREA TOFOR INSTALLATIONAND INSPECTION(1) 2X6 KING STUD(1) 2X6 BEARING STUD3/4" PLYWOOD SHEATHINGATTACHED TO (2) 2X6FULL HEIGHT STUDS1/2" O.S.B. @ 6'-0" A.F.F.2X4 FRAMING WITHFIRESTOP FRAMING5/8" FIREROCKOF ROCK OUT FORCUT 6" WIDE AREAINSULATOR10'-1 1/8"SEAL ALL CORNERSSEAMS AND OPENINGSFIREPLACE FRAMING DETAIL1/2"=1'-0"FOAM INSULATION (R-30.5)2'-6"6'-0"8'-4" POUREDCONC WALL4" CONC. FLOOR16" MFD FLOOR TRUSSES3/4" SUBFLOOR9'-1 1/8"9'-6 1/4"8'-1 1/2"FAMILYROOMDEN1/2B9'-8"48'-0"CROSS SECTION AT DEN1/4"=1'-0"16" MFD FLOOR TRUSSES3/4" SUBFLOOR4" CONC. FLOOR6'-8"MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATASTAIR SECTION1/4"=1'-0"MFD TRUSS1'-0"6127 7/16" 9'-1 1/8"8'-4" POUREDCONC WALL4" CONC. FLOOR9'-6 1/4"8'-1 1/2"3/4" SUBFLOORGARAGE1'-6" FROM HOUSE PLATESDROP GARAGE PLATES1'-6"7'-7 1/8"31'-6"36'-0"4" CONC. FLOORBEDRMBATHW.I.C.CROSS SECTION AT GARAGE1/4"=1'-0"MFD TRUSS61216" MFD FLOOR TRUSSES22'-6"SLOPE FLOOR 4"LEVEL FLOOR9'-0"7'-6"10'-0 1/4"4'-3 1/4"TO OPENING2-2x6 HEADER9'-8"POURED CONC. WALL14"x8" CONC. FTG.6" THICKMIN. 3'-6" BELOW GRADECOVEREDPORCH4 1/2"21 1/2" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-9 1/2"CONC. STOOP10'-1 7/16"7'-1 7/16"6128'-4" POUREDCONC WALL6" HEEL 3'-9"TO PLATE 20202020MFD TRUSS(2) 2x8 HDR2'-6 1/4" 1'-2 3/4"1'-0"6129'-0"9'-1 3/8"DRAWN: 8-25-2015-AWF426-MORGAN-AREVISED ELEC: 3-28-2019-LLPC#634,658: 5-1-2019-LLPERMIT:12-29-2020-JG 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.DescriptionApril 21, 2020Project Number:Date:0.146S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550443407 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 Mack4-21-2046673Date: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.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 FOUNDATIONSMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY w/ OPTIONAL UPPER LEVEL)3S1REFERENCE PLANWITH 3RD STALL GARAGE OPTIONCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1SCOPEDESIGN 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 AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OF THE STRUCTURE ANDARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.S1FRAMING 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 6/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.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.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-1012"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-1012"±PROVIDE DOUBLE STUDS AT EACHEND OF SHEARWALL (MAY USEBEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL5S1FRAMING DETAILFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.TYPICAL 2x6 STUDS @ 16" O.C.SIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 6/S1 FORALTERNATIVE OPTION)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DWITH BASEMENTWITH SLAB-ON-GRADESIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 6/S1 FOR ALTERNATIVE OPTION)BRACEDWALL LINE(2.5-FT)(4-FT) (4-FT)(2.5-FT)(5-FT)ONE-SIDED(5-FT)ONE-SIDED(5-FT)ONE-SIDED(5-FT)ONE-SIDEDBRACED WALL LINE BRACEDWALL LINE BRACEDWALL LINEBRACEDWALL LINE(5-FT)(5-FT)(5-FT)BRACED WALL LINEBRACEDWALL LINE(5-FT)(5-FT)(4-FT)(4-FT) (4-FT)(4-FT)(3-FT)(2.5-FT)(3-FT)(4-FT)(4-FT)(4-FT)(2.5-FT)(6-FT)(6-FT)(6-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(6-FT)(2.7-FT)(2.7-FT)(3-FT)(3-FT)(6-FT)(3-FT)(3-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEALTERNATE HOLDOWNCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONS6S1FRAMING DETAILALTERNATE RAISED HOLDOWN12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN ENDSIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDSFLOORSYSTEMCONCRETEFOUNDATIONBELOWCONSTRUCTSHEARWALL ASSHOWN IN 5/S1F406/F426 A-GL ModelMinnesota ConstructionSMALL 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.) NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FLOOR FRAMINGWALL FRAMING(2) 2x6 STUDS FULL HEIGHTNAIL PLYWOOD TO STUDS w/(2) ROWS 16d NAILS @ 6" O.C.(2) 2x6 STUDS FULL HEIGHTNAIL PLYWOOD TO STUDS w/(2) ROWS 16d NAILS @ 6" O.C.FASTEN STUDS TO BEAM BELOWw/ (2) SIMPSON LSTA18 STRAPS2x6 BEARING STUD& 2x6 KING STUDFOR HEADERSIMPSON A35 FRAMING ANGLEEACH SIDE OF STUD GROUP ATTOP & BOTTOM OF WALL2x6 @ 16" O.C.MAX. FIREPLACEWALL FRAMING HEADER ABOVEBY SUPPLIER34" SOLID PLYWOOD (8' PIECES, BLOCK@ JOINTS) EACH SIDE OF BUMP OUTPOCKETED INTO 2 x 6 FULL HEIGHTWALL & FASTENED AROUND PERIMETERw/ (2) ROWS NAILS, EACH AT 6" O.C.WOOD RIM TRUSSBY SUPPLIER(2) 2x6 BEAMSIMPSON A34 FRAMINGANGLE ALL FOUR CORNERS2x6 @ 16" O.C. MAX.FLOOR FRAMINGFASTEN STUDS TO BEAM BELOWw/ (2) SIMPSON LSTA18 STRAPS34" SOLID PLYWOOD (8' PIECES, BLOCK@ JOINTS) EACH SIDE OF BUMP OUTPOCKETED INTO 2 x 6 FULL HEIGHTWALL & FASTENED AROUND PERIMETERw/ (2) ROWS NAILS, EACH AT 6" O.C.CUT SQUARE NOTCHIN PLYWOOD FORFLOOR SYSTEM5'-0" MAX.5'-0" MAX.SECTION A-AAAWOOD RIM TRUSSBY SUPPLIER(2) 2x6 BEAM2x6 LEDGER FASTENED w/(2) LEDGERLOKS @ 16" O.C.2x6 @ 16" O.C. MAX.FLOOR FRAMINGFASTEN STUDS TO BEAM BELOWw/ (2) SIMPSON LSTA18 STRAPS(SHOWN ABOVE)FOUNDATION PER CODESIMPSON A35 FRAMING ANGLEEACH SIDE OF STUD GROUP ATTOP & BOTTOM OF WALLFASTEN (2) ROOF TRUSSESNEAREST STUD GROUP w/SIMPSON A35 FRAMING ANGLE1'-6" MAX.1'-6" MAX.NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.9'-118"±COPYRIGHT HANSON GROUP, LLC 2020©DescriptionDateRevisionApril 28, 2020Project Number:Date:0.146S21Sheets: of1Print Name:Signed: License Number:Ryan Mack4-28-2046673Date: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 A FIREPLACE BOXOUT FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE INACCORDANCE 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., WHICH MEETS OREXCEEDS 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 EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" IN LAP ZONE.AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.4.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).MATERIALSWOOD STUDS: SPF STUD GRADE OR BETTERWOOD BEAMS:SPF NO. 2 OR BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFFIREPLACE WEIGHT:300 LBSWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODED R Horton 20860 Kenbridge Court #100Lakeville, MN 550443407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com2x6 LEDGER FASTENED w/(2) LEDGERLOKS @ 16" O.C.F426 All ElevationsMinnesota ConstructionPARTIAL MAIN LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY(ACTUAL LAYOUT MAY BE MIRRORED)REFERENCE PLANPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.FRAME FIREPLACEBOXOUT ASSHOWN BELOWHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENT Morgan F426 - Walkout HVAC Load Calculations for D.R. Horton 20860 Kenbridge Ct. #100 Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-319-4200 Monday, March 23, 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 Morgan F426 - Walkout Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:Morgan F426 - Walkout Designed By:Jake Ryan Project Date:3/23/2020 Project Comment: Client Name:D.R. Horton Client Address:20860 Kenbridge Ct. #100 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 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 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,030 CFM Per Square ft.:0.295 Square ft. of Room Area:3,496 Square ft. Per Ton:1,502 Volume (ft³):29,722 Building Loads Total Heating Required Including Ventilation Air:43,129 Btuh 43.129 MBH Total Sensible Gain:22,574 Btuh 81 % Total Latent Gain:5,350 Btuh 19 % Total Cooling Required Including Ventilation Air:27,924 Btuh 2.33 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:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:53 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.33 1,502 3,496 22,574 5,350 27,924 43,129 518 1,030 518 1,030 1,030 System 1 Main Floor No 2.33 1,502 3,496 22,574 5,350 27,924 43,129 518 1,030 518 1,030 1,030 11x16 Ventilation 595 3,016 3,612 4,466 Supply Duct Latent 3 3 Humidification 5,011 Zone 1 3,496 21,978 2,331 24,309 33,651 518 1,030 518 1,030 1,030 11x16 1-Basement 1,744 3,880 0 3,880 13,938 214 182 214 182 182 2--6 2-Main Floor 1,752 18,098 2,331 20,429 19,714 303 848 303 848 848 7--7 D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:53 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 463 214 182 182 2--6 2-Main Floor Built-In 450 750 0.01 0.1 453.2 303 848 848 7--7 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 842.5 518 1,030 1,030 11x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:518 Cooling Flow:1030 D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:53 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER GRADE, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.32, SHGC 0.32 314 8,745 0 7,976 7,976 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 1959.2 11,080 0 1,694 1,694 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 120 563 0 0 0 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 928 4,036 0 0 0 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 261.3 1,136 0 228 228 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 1752 3,048 0 2,383 2,383 21A-32: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide, U-value 0.02 1744.2 3,035 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 7.5 23 0 2 2 Subtotals for structure:33,638 0 12,827 12,827 People:6 1,200 1,380 2,580 Equipment:1,131 4,262 5,393 Lighting:550 1,876 1,876 Ductwork:13 3 3 6 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 130, Summer CFM: 130 4,466 3,016 595 3,612 Humidification (Winter) 13.66 gal/day :5,011 0 0 0 AED Excursion:0 0 1,631 1,631 Total Building Load Totals:43,129 5,350 22,574 27,924 Check Figures Total Building Supply CFM:1,030 CFM Per Square ft.:0.295 Square ft. of Room Area:3,496 Square ft. Per Ton:1,502 Volume (ft³):29,722 Building Loads Total Heating Required Including Ventilation Air:43,129 Btuh 43.129 MBH Total Sensible Gain:22,574 Btuh 81 % Total Latent Gain:5,350 Btuh 19 % Total Cooling Required Including Ventilation Air:27,924 Btuh 2.33 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:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:53 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces Southeast Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement 182 105 168 213 196 148 202 *229 2--6 2 Main Floor 848 738 766 758 780 747 823 *849 7--7 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°Southeast 1,030 22,574 5,350 2.33 45°South 843 18,598 5,350 2.00 90°Southwest 934 20,531 *5,350 2.16 135°West 970 21,307 5,350 2.22 180°Northwest 976 21,427 5,350 2.23 225°North 895 19,690 5,350 2.09 270°Northeast 1,025 22,481 5,350 2.32 315°East *1,078 *23,614 5,350 *2.41 * Indicates highest value of all rotations. 1.8 1.9 2.0 2.1 2.2 2.3 2.4 Southeast South Southwest West Northwest North Northeast EastCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:53 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating Morgan F426 - Walkout 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 29,000 30,000 31,000 32,000 33,000 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 Southeast Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East D:\F426 Morgan - Walkout - Heat calc\F426 Walkout Heat Calc.rh9 Monday, March 23, 2020, 3:53 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 12/30/2020XKP