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HomeMy WebLinkAboutLA174598 18841 Houston Way Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 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. 2016C1.0XROOF 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 TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIMWINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CFSTEEL PANEL OVERHEAD DOORXXXXXADDRESS NUMBERFNORTHERN CRAFTSMANICE & WATERALUMINUM FLASHINGBEHIND STOOP1x6 1/4"128FALSE CORNERFALSED CORNERF 6:12 PITCH3:12 PITCH1'-0"1'-4"10 1/8" HEEL (TYPICAL)BKT11x20FYPONAT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDDDF6:12 PITCH1'-0"520 SQ. FT. TOTAL FACING85 SQ. FT. STONE (16.35%)4'-6" 4" TRIM 4" TRIM 6" TRIM6" TRIM1-1/2"1"E8" TRIMREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENREAR ELEVATION1/8"=1'-0"1x42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEAA6:12 PITCHLOOKOUTMAINTAIN 6" MIN SEPARATION WOOD to EARTHMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BELEFT ELEVATION1/8"=1'-0"A7 7/16" HEEL1'-4"7 7/16" HEEL1'-4"7 7/16" HEEL1'-4"AARIGHT ELEVATION1/8"=1'-0"LOOKOUTLOOKOUT1261265 7/16" HEEL2'-0"1237 7/16" HEEL1'-4"1268:12 PITCH8:12 PITCH2'-8"1238:12 PITCH8:12 PITCH9 1/8" HEEL ASPHALT SHINGLESFLASH OVER ALL EXT OPGS6:12 PITCH12812840% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2FF8:128:123:126:126:126:126:1228' RIDGE VENT4' RIDGE VENTAAAABBBBCCCCDDDD1'-4"1'-0"2'-0"1'-4"1'-0"1'-4"1'-0"1'-4"1'-0"1'-4"1'-4"10' RIDGE VENT 8:128:122'-8"1'-2"4'-0"4'-0"4'-0"18841 HOUSTON WAYPERMIT/CONST.PLANSLOT 5, BLK 5, CHOKECHERRY HILL 4TH ADD.Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode10/15/2019shutchins 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. 2016C2.0XWINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CFUP16R6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE34x48 FBGLSHWR36"TPH 2-82-8ACFDWHHVEGRESS 10'-0"49'-0"12'-2"11'-2"6'-4"11'-0"3'-8"R/I3/4B59 SQ. FT.BEDRM145 SQ. FT.FUTURE11'-11"7'-1"15'-0" 40'-0"21'-0"2'-0"17'-0"6"10'-0"21'-0"2'-4 1/2"2'-4 1/2"7 1/2"1'-1 1/2"8'-3"16'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEDRAIN TILESLEEVEDRAIN TILESLEEVE8'-3" M.O.16'-3" M.O.FUTUREFAMILY RM395 SQ. FT.STORAGE / MECH.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSA/CSILL COCK3'-0"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6'-0"16'-6"22'-6"1'-0 1/2"15'-5 1/2"10'-4 1/2"10'-1"3'-11 1/2"14'-6 1/2"3'-6 1/2"3'-6 1/2"2x4 BEARING WALL2x4 STUDS AT 16" O.C.4" HALF HIGH CONC. CURB14x8 CONC. FTG.2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB16x8 CONC. FTG.2x6 BEARING WALL18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMUNEXCAVATED2-8NOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRBASEMENT PLAN1/4"=1'-0"1/2"=1'-0"PORCH SKIRT DETAIL1/2"=1'-0"FRONT PORCH LEDGER SECTION1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACKETON WOOD BLOCKING6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST6-1/4" FROM1 1/2"AND BELOW 2x8 &2x10 TRTD LEDGERSTRTD 2X8 JOISTS16" O.C.(8) 10d COMMON NAILSTRTD. 2X10 RIPPED(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERUSP 1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS(GALV. OR STAINLESS STEEL)SUMP2'-6"5-03'-8"7'-6"3'-8"2'-8"2-424" TOWEL BARRADONVENT PIPECANT. JOISTSPOURED CONC. WALL18"x8" CONC. FTG.10" THICKMIN. 3'-6" BELOW GRADE6'-6"4'-9"8" 40'-0" 6'-0" 5'-4"8"49'-0"18'-0"11'-0"6'-4"8"CANT.BEAM6x6 TREATED POSTS16" CONC. PIER FTG.MIN. 3'-6" BELOW GRADETREATED 2x8's 16" ON CENTER CANT. JOISTS(CONTINUOUS)898 SQ. FT.CONC. PAD FTG.36x36x12POINT LOAD FROM ABOVECONC. PAD FTG.36x36x12POINT LOAD FROM ABOVEFOUNDATION INSULATIONFRONT FOUNDATION WALL:-22 SQ FT/49 LIN FT= 0.44 RATIOR-10REAR FOUNDATION WALL:-26 SQ FT/39 LIN FT= 0.66 RATIOLEFT SIDE FOUND. WALL:-57 SQ FT/34 LIN FT= 1.62 RATIORIGHT SIDE FOUND. WALL:-48 SQ FT/17.5 LIN FT= 2.74 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10 R-15REQUIREMENTS - D402R-15BRACINGFOUND.SYSTEM4'-0" MAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.FBSBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.FULL/LO ONLYFBS1/2"=1'-0"FRONT PORCH LEDGER DETAIL18" FLOOR TRUSSES 3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 3/4" SUBFLOOR6 1/4"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL. 2""MIN...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 TRUSSESBLOCKING, LAID FLAT(2) TRTD 2x12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2x12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDELAG SCREWS1/2" DIAMETERINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSS(3) 2x8 DROPPED BEAM39'-0"6'-9"13'-3"9'-6"9'-6"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH5036 SLIDER5036 SLIDER5036 SLIDERCOCKSILLWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.32218841 HOUSTON WAYPERMIT/CONST.PLANSLOT 5, BLK 5, CHOKECHERRY HILL 4TH ADD.PLAN OPTIONSLOOKOUT BASEMENTGROUNDING RODTHRU FOOTINGS16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH(2) 7-1/4" VERSA-LAMUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. PED.TPH24" TOWEL BARHD-FLR1/2BOWNERSENTRYHD-FLRREF.DN16RUP16RW/ 14" TRANSOM3W 3060 SH3040 SH3-02W 3060 SHMICRO HOOD20 AMP.CIRCUITRANGEKIT.HD-FLR2-82-82-82-82-82-8DINETTEHD-FLR16x7 OVERHEAD DOOR8x7 OVERHEAD DOORGARAGESLOPE TO DOORS4" CONC FLOOR674 SQ. FT.TYPICAL 2x6 GARAGE WALLS3W 2020 FX49'-0"39'-0"32'-8"6'-4"10'-0"7'-7"11'-5"8'-11 3/4"4'-8 1/4"40'-0"21'-0"2'-0"17'-0"5'-2"5'-4"6'-6" 11'-11"7'-1"15'-0" 6'-0 3/4"5'-10 1/4"4'-8"6'-4"20'-6"8'-8"10"1'-0 1/2"3'-6 1/2"11'-11"6'-0"16'-6"10'-0"21'-0"10'-6"10'-6"4'-9"5'-3"10'-1"6'-9"2'-6"2'-8"4'-2"1'-7"10'-1"42" HIGH HALF WALLW/ WOOD CAPFAMILYROOMCPT.CPT.HD-FLRFLEX RMCPT.9-0 x 8-0 OPG.FLUSH BEAMPOSTLVLPOSTLVL4'-3 1/8"C OF WD POST/BEAMLDROPPED BEAMFLOOR LINE ABOVEMFD I-JOISTSINSTALL PER MFRS SPECSMFD TRUSSES AT 24" O.C.2'-8"2'-8"3'-8"14'-8"2x4 WALL5'-1"5'-0" CABTS.6'-0"7'-9"6'-5"3'-6" TOP5'-4" TOP6"6"22'-6"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. 2016C3.0XWINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CF5'-0 1/4"INSIDE FRAMING MFD I-JOISTS INSTALL PER MFRS SPECS1ST FLOOR PLAN1/4"=1'-0"988 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/MFR22x30ATTICACCESS6068 SGDFROM TOP OF SUBFLOOR TOSET KITCHEN WINDOWS 43 1/2"RGH.OPG. OF WINDOWFOYERHD-FLR2'-0"4'-4"RADONVENT PIPE40'-0" 6'-0"49'-0"18'-0"11'-0"6'-4"6'-0"5'-8"3'-4"3'-0"21'-0"10'-6"WOOD PORCH108 SQ. FT.18" WIDE DROPPED SOFFIT(SEE SECTION)WOOD STEPSCANT.BEAM8"DROPPED BEAMTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE5'-4"8" 3'-1"2'-7"3'-6"WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138.25" X 83.25"FOYER0.2312W 3060 SH0.3172 1/8" X 72"FLEX10.310.3172 1/8" X 94"0.32108" X 72"6068 SGD W/ TRANSDINETTEFAMILY ROOM3W 3060 SH0.310.31113W 2020 FX0.3171 1/4" X 24"FLEX10.32KITCHEN3040 SH0.3136 1/4" X 48"0.3116'- 4 "4'-5 3/4"4'-5 3/4"GAS FPDWSINKGASKITCHEN BACKSPLASHTO OUTSIDEVENT MICROHOOD RGH. OPN.42" X 40-1/8"PLAN OPTIONSGAS FIREPLACESIGNATURE KITCHENWINDOWS IN FLEX RM.KIT. BACKSPLASHOVEN18841 HOUSTON WAYPERMIT/CONST.PLANSLOT 5, BLK 5, CHOKECHERRY HILL 4TH ADD.(2) 7-1/4" VERSA-LAM(2) 7-1/4" VERSA-LAM(3) 24" VERSA-LAM(2) 14" VERSA-LAM(2) 9-1/2" VERSA-LAM(2) 14" VERSA-LAM5-1/4" x 5-1/4" VERSA-LAM(2) 14" VERSA-LAM(1) 14" VERSA-LAM(2) 11 7/8" VERSA-LAM(2) 9-1/2" VERSA-LAM5555558448PFHPFH DN16RLAU.HD-FLRWASHDRYWSA.P.2ND FLOOR PLAN1/4"=1'-0"60x42FBGL TUB6" SPLASHPROVIDEACCESS24" TOWEL BAR 11'-10"10'-3 1/2"16'-10 1/2"3050 SH3050 SH34'-0" 11'-11"7'-1" 3'-6 1/2"3'-6 1/2" 15'-0"39'-0"3'-6"10'-1"3'-3 1/2"7'-9 1/2"2'-6"5'-4"12'-10"5'-7"39'-0"2'-7"12'-8"34'-0"6'-0"11'-7"5'-10"5'-9"10'-6"5'-11"2'-6"1'-0 1/2"3'-6 1/2"4'-6"10'-6"10'-1"AT LANDINGBEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.OWNERSBEDRMCPT.OWNERSBATHHD-FLR2-82-82-82-82-82-82-82-82-82-82-860"5-0 FBGLTUB/SHWR5-04-05'-11"6'-9"W.I.C.CPT.W.I.C.CPT.W.I.C.CPT.#2HD-FLRBATH2'-4 1/2"3'-8"8'-3"MFD TRUSSES AT 24" O.C.78"3050 SH42" HIGH HALF WALLW/ WOOD CAP1258 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C4.0XWINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CFTPHTPH24" TOWEL BAR 22x30ATTICACCESS2x6 WALL2x6 WALL RADONVENT PIPE6'-0"6'-8"6'-4"5'-2"1'-4"2W 3050 SH1850 SH3050 SH1850 SH1'-2"4'-2"3040 SHTEMP. GL.34x60 FBGL SHWR3'-9"2'-9"5'-4"5'-8" SET AT 6'-11 3/8" 3050 SH (TEMP)WINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3050 SHSTAIRS10.31BEDROOM #20.311CLOSET11850 SH20" X 60 1/4"2W 3050 SH72 1/8" X 60 1/4"BEDROOM #413050 SHOWNERS BDRM20.311OWNERS BATH3050 SH36 1/4" X 60 1/4"0.31BEDROOM #30.3113050 SH1OWNERS BATHOPT. 2040 SH24" X 48"3040 SH36 1/4" X 48"36 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.310.310.310.310.300.31BEDROOM #311850 SH20" X 60 1/4"0.300.31TEMP15'-4"18841 HOUSTON WAYPERMIT/CONST.PLANSLOT 5, BLK 5, CHOKECHERRY HILL 4TH ADD.(2) 7-1/4" VERSA-LAM44444444 These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C5.0XWINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CF1/4"=1'-0"ELECTRICAL PLANUNFINISHED BASEMENTFUTUREFAMILY RMSTORAGE / MECH.UNEXCAVATEDA/CACFDHVSUMPSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEWPLOW VOLTAGESYSTEM RECEPTACLESSSDGFI 15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEWHBEDRMFUTURER/I3/4BRADONVENT PIPESMART HOMESYSTEM RECEPTACLEWATER SOFTRECEPTACLE18841 HOUSTON WAYPERMIT/CONST.PLANSLOT 5, BLK 5, CHOKECHERRY HILL 4TH ADD. 1/4"=1'-0"ELECTRICAL PLAN2ND FLOOR1/2BOWNERSENTRYKIT.GARAGEFAMILYROOMFLEXWOOD PORCHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2016C6.0XWINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CF1ST FLOOR PLAN1/4"=1'-0"FOYERSSSS SSDSST SSSWPSSGFISFANSPRINKLERSYSTEMRECEPTACLEGFIWPCABLE LAU.BEDRM #2BEDRM #3BEDRM #4OWNERSBEDRMOWNERSBATHW.I.C.W.I.C.W.I.C.#2BATH22x30ATTICACCESSROUGH-INCEILING FANSSSD/CMOCOMBOSDSDSDSSSDSSS S S SSFANFANSFANSSGFIGFI OPTGFISS LGFIRADONVENT PIPERADONVENT PIPECSSLL LLLSSCHIMESHCPS S2nd SMARTHOME RECEPTLLLLDLLDDDDDLLLLLLTO OUTSIDEVENT MICROHOOD SSDISP.DWUSBSS LSLLTECH TUBEPEND.PEND.7'-4"7'-2 1/2"2'-8"SLLLLS 18841 HOUSTON WAYPERMIT/CONST.PLANSLOT 5, BLK 5, CHOKECHERRY HILL 4TH ADD.LPLAN OPTIONSGAS FIREPLACESIGNATURE KITCHENWINDOWS IN FLEX RM.KIT. BACKSPLASHKIT. PENDANT LIGHITNGFAMILY RM. LIGHTINGDINETTE LIGHTINGELECTRICAL PLAN 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. 2016CX7.0WINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CF9'-1 1/8"10'-3 7/8"CONC WALL9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16" 8"4" CONC. FLOORSLOPE TO OVERHEAD DOORMFD TRUSS1232'-0"7 1/8"DROPPED BEAMBEDRM #2BEDRM #3W.I.C.GARAGEKIT.FUT.W.I.C.BEDRMFUTURE16'-6"6'-0"17'-6"34'-0"1/4"=1'-0"CROSS SECTION A-A9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16"BATH #2FOYER34'-0"2x8 JOISTS5/4" DECKING6'-0"8"5'-4"(2) 2x8DROPPED BEAM5'-4"CANT.JOISTSPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 10" THICKPOURED CONC. WALLCONC. SIDEWALKFAMILYROOMOWNERSBEDRMFUTUREFAMILY RMSTORAGE / MECH.FLUSH BEAM1/4"=1'-0"CROSS SECTION B-B9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSMFD TRUSS1'-4"1267 7/16"1'-4"1267 7/16"34'-0"OWNERSBEDRMBEDRM #4FAMILYROOMFLEXFUTUREFAMILY RMSTORAGE / MECH.1/4"=1'-0"CROSS SECTION C-CMFD TRUSS1232'-8"9 1/8"2x8 JOISTS5/4" DECKING6'-0"8"5'-4"(2) 2x8DROPPED BEAM5'-4"CANT.JOISTSMFD TRUSS1232'-8"9 1/8" X8.0WINSTON 5402-B-GRNUMBER CHNGE: 3-17-2019-LLPC#684: 8-28-2019-LLPC#637: 8-14-2019-CFPC#666: 9-23-2019-CFThese 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. 2016CGARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.TYPICAL WALL SECTION (6-16-2015)1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESAIR CH U 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 R806WATERPROOFING W/WATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ 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. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)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.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOM1/2" GYP BD. ON LOOKOUTAND WALKOUT WALLS(AT HIGHPOINT ONLY)OF FOUNDATION WALL (AT RIGHT16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE& LEFT SIDE WALLS OF LOOKOUTEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOP& WALKOUT BASEMENTS ONLY)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)R-10 DRAINAGE BOARDHAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) 1-3/4" x 11-7/8" LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA6'-8" MIN HEADROOM 6'-8" MIN HEADROOM3 1/2" CONC. FLOOR18" MFD FLOOR TRUSSES3/4" SUBFLOOR14" MFD I-JOISTS3/4" SUBFLOOR9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"4" CONC. FLOORSLOPE TO OVERHEAD DOOR6'-8" MIN HEADROOM GARAGE8"1/4"=1'-0"CROSS SECTION D-D2x10 JOISTS2x10 JOISTSBEDRM #2LAU.ATTIC VENTILATIONHOUSE: 1326 SQ. FT.318.24 NET FREE VENT NEEDED AT RIDGE38' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 684 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806318.24 NET FREE VENT NEEDED AT SOFFITGARAGE: 336 SQ. FT.80.64 NET FREE VENT NEEDED AT RIDGE8' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 144 PROVIDEDOPT. SUNROOM: 120 SQ. FT.28.80 NET FREE VENT NEEDED AT TOP8' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 144 PROVIDED6'-11 3/8" 13'-9 9/16"SPRAY FOAM INSUL.3/4" SUBFLOORTHE WINSTON FLOOR LAYOUTIS TO BE SET OFF THIS JOIST, AT 19.2" O.C.LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12"4"4" DIA. HOLE14"TO TOP OFSTONE VENEER1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=1'-0"FLOOR DETAILDENSE PACK FIBERGLASS3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPNETR-30 SPRAY FOAM INSUL.4.34" AROUND DUCTWORK(R-6.9 PER INCH)BLOWN-IN INSULATION1" CLOSED-CELLSPRAY FOAM5/8" GYP. BD. ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B2 3 Beam by others 4' 0" 1OPTIONAL EGRESSWINDOW HEADER:(2) 1-3/4"X7-1/4"X6' LVLUNEXCAVATEDPORCH FRAMINGBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSSTAIRWAYSINGLETRIMMERSB1B2B2B26' 0" 34' 0" 40' 0" 2' 0" 21' 0" 17' 0" 40' 0" 18' 0"21' 0"10' 0"49' 0"39' 0"10' 0"49' 0"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 Beam by others 6' 0" 1SINGLETRIMMERSB2B2B139' 0"10' 0"49' 0"ProductsPlotID Net Qty ProductLength PliesB1 3 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 3B2 1 Beam by others 8' 0" 1B3 1 Beam by others 4' 0" 1SINGLETRIMMERSB1B2B339' 0"10' 0"49' 0"Sheet: 1 of 4DWG: Basement BeamsFile: Plan #54XXBy: Anthony EstevezDate: 12-20-16Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.12-1-18AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #54XX-B-GRD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTIONDETAIL N/A ProductsPlotID Net Qty ProductLength PliesJ1 15 14" BCI® 4500s-1.8 34' 0" 1J2 8 14" BCI® 4500s-1.8 20' 0" 2J3 9 14" BCI® 4500s-1.8 16' 0" 1J4 6 14" BCI® 4500s-1.8 12' 0" 1B1 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 8' 0" 2B3 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B4 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B5 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0" 2B6 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 22' 0" 2B7 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 18' 0" 2B8 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1B9 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 2B10 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 4' 0" 1B11 3 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP 22' 0" 3B12 3 Beam by others 4' 0" 1Ca1 11 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Pt1 2 5-1/4" x 5-1/4" VERSA-LAM® 1.7 2650 SP 10' 0" 1Pt2 2 Post by others 8' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 1 USP HD1714H2 1 USP HDQ1714IFH3 2 USP HDQ412IFH4 19 USP THF17140H5 3 USP THF35140OPTIONALWINDOW HEADER:"BEAM BY OTHERS"OPTIONALWINDOW HEADER:"BEAM BY OTHERS"STAIRWAYPORCH ROOFBY OTHERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSTART FRAMING HEREJOISTS @ 19.2" OCPt2Pt2Pt1Pt1B11B6B3B7B12B12B12B2B9B8B10B5B4B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1H2H3H1H3H5H4H4H4J4J3J3J2J16' 0" 34' 0" 40' 0" 2' 0" 21' 0" 17' 0" 40' 0" 18' 0"21' 0"10' 0"49' 0"39' 0"10' 0"49' 0"1' 2"Sheet: 2 of 4DWG: Upper Floor FramingFile: Plan #54XXBy: Anthony EstevezDate: 12-20-16Scale: 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.3-30-18AE1-25-17AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #54XX-B-GRD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMINGDETAIL N/ADETAIL N/ADETAIL N/A ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 8 Beam by others 4' 0" 1STAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSROOF TRUSSESBY OTHERSSINGLETRIMMERSB2B2B2B2B2B2B1B2B234' 0" 34' 0" 39' 0"39' 0"Sheet: 3 of 4DWG: Upper Floor HeadersFile: Plan #54XXBy: Anthony EstevezDate: 12-20-16Scale: 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.7-7-17AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #54XX-B-GRD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/ADETAIL N/ADETAIL N/A DescriptionDecember 20, 2016Project Number:Date:6.711S11Sheets: of1Print Name:Signed: License Number:Date: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.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044Winston-B-GR ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQOPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionRyan Mack9-25-1746673COPYRIGHT HANSON GROUP, LLC 2017©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(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 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.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/ TRUSSESLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTPARTIAL 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 FOUNDATIONSUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLAN(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(2.75-FT)(4-FT)(4-FT) (5-FT)(5-FT) (5-FT)(5-FT)(8-FT)(3-FT)(4-FT)(3.5-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE (5-FT)(5-FT)(3-FT)(3-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(4-FT) (4-FT) (4-FT)(3-FT)(3-FT)(4-FT)(4-FT)(4-FT)(4-FT)(5-FT)(3.5-FT)(3-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACED WALL LINEWITH OPTIONAL SUN ROOMWITH OPTIONAL SUN ROOMMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANOSBS1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.2'-412"±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)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 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 WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-412"±POST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAILCONCRETEFOUNDATIONBELOWSIMPSON HTT5 HOLDOWNANCHOR AT LOCATIONS SHOWNNAILED TO DOUBLE STUDS w/12"Ø x 12" LONG SIMPSON TITENHD SCREW-IN ANCHOR INTOCONCRETECONSTRUCTPORTAL FRAME ASSHOWN IN 4/S1PROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(4-FT)(4-FT)Wall Bracing Change9-25-171(8-FT)BRACEDWALL LINE Hdr1A7' 1"20' 1 1/4"3' 0"5' 0" By: Anthony EstevezDate: 1-13-17RevisionsFile: Winston Plan (54xx)Scale: 3/8"=1'DWG: Tall Wall @ StairSheet: 1 of 1Boise CascadeLakeville, MNGeneral Notes:Boise Cascade Versa Studs shall be installed in accordance with BoiseCascade Corporations Engineered Wood Installation Guide.It is theresponsibility of the framing contractor to adhere to all recommendations forinstallation stated within. Boise Cascade installation guides can be obtained bycontacting a Boise Engineered wood Products specialist at 1-800-281-5503 orvisiting our website at www.bc.com.Design Criteria:Wind Load 20 PSFL/180Blocking @8' o.c. verticallySALES PRESENTATION DRAWINGNo structural or dimensional check has been madeof this design drawing of the building, thereforepurchaser is to check and approve all dimsensions,quantities, loads, and details carefully. This drawinghas not been check by Boise Engineering.1: 4-3-172:3:NOTE:CONTRACTOR IS TO VERIFY ALL DIMENSIONS ANDROUGH OPENING SIZES PRIOR TO ANYCONSTRUCTION OF WALLS. ROUGH OPENINGSIZES ARE ESTIMATES. VERIFY WITH WINDOWMANUFACTURER.NOTE:TALL WALL IS DESIGNED FOR VERTICAL LOADSAND HORIZONTAL WIND LOADS ONLY. LATERALWALL LINE BRACING OF THE BUILDING IS TO BEACCOUNTED FOR BY BUILDING DESIGNER.NOTE:STUDS, COLUMNS, AND HEADERS CALLED OUTREQUIRE LVL MATERIAL. PLATES, CRIPPLES,TRIMMERS, AND BLOCKING LABELED BY OTHERSDO NOT REQUIRE LVL MATERIAL AND ARE NOTINCLUDED IN QUOTE.COLUMN A:(3) 1-1/2"X5-1/2" VERSA STUDSCONNECT COLUMNS TO PLATES WITH 8 - 16D NAILSOR TWO A23 ANGLE CLIPS AT BOTH TOP ANDBOTTOM.COLUMN B:N/AHEADERS:Hdr1 = (2) 2x10 by othersSINGLE TRIMMER REQUIRED FOR SUPPORT ATEACH END OF HEADER AS SHOWN.2x6 WallCOLUMN C:N/ASTUDS:1-1/2"X5-1/2" VERSA STUDS @ 12" OCWINSTON PLAN (54XX)ALL ELEVATIONSD. R. HORTONTALL WALL @ STAIRDouble top plateby othersSingle bottom plateby others Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X R-10/R15 X X R-20 X R-20 X R-21 X R-49 X R-49 X R-30 X R-32 X X Not applicable, all ducts located in conditioned space R-8 MECHANICAL SYSTEMS X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:60000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Cfm's Capacity continuous ventilation rate in cfms:5 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Chokecherry Hill 4th Add. Plan ID D402 North Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location Other Please Describe Here Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply Non or Not ApplicableFiberglass, BlownFiberglass, Batts Insulation Location Foam, Closed CellFoam Open CellPer R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 18841 Houston Way 160 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SC48060S17 Average U-Factor (excludes skylights and one door) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.30 PROG5042NRH67PV BA13NA030 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 80 50%=88 100%=176 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:2.5 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 51393 HEAT GAIN 22841 COOLING LOAD 28900 Location of duct or system: Select Type furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Combustion Air Select a Type Balanced Ventilation Capcity in CFMS: High: High: Mechanical Ventilation System D402 North HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Monday, January 08, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating D402 North Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:D402 North Designed By:Michael Hoium Project Date:Monday, January 8, 2017 Client Name:DR Horton Client City:Lakeville, MN Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,025 CFM Per Square ft.:0.317 Square ft. of Room Area:3,234 Square ft. Per Ton:1,343 Volume (ft³):26,860 Building Loads Total Heating Required Including Ventilation Air:51,393 Btuh 51.393 MBH Total Sensible Gain:22,841 Btuh 79 % Total Latent Gain:6,058 Btuh 21 % Total Cooling Required Including Ventilation Air:28,900 Btuh 2.41 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Monday, January 08, 2018, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating D402 North Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.41 1,343 3,234 22,841 6,058 28,900 51,393 601 1,025 1,025 System 1 2.41 1,343 3,234 22,841 6,058 28,900 51,393 601 1,025 1,025 12x15 Ventilation 888 3,712 4,600 5,942 Supply Duct Latent 169 169 Return Duct 85 76 160 565 Humidification 5,525 Zone 1 3,234 21,869 2,101 23,970 39,361 601 1,025 1,025 12x15 1-Basement 988 3,464 0 3,464 12,091 185 162 162 2--5 2-Main Floor 988 11,490 2,101 13,591 14,080 215 538 538 5--6 3-Second Floor 1,258 6,915 0 6,915 13,189 201 324 324 3--6 Monday, January 08, 2018, 12:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating D402 North Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 340 9,174 0 5,818 5,818 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 8' floor depth 352 1,806 0 178 178 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2608.2 14,750 0 2,255 2,255 DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-10 board insulation to footing, no interior finish, 8' floor depth 312 1,601 0 158 158 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 438 1,904 0 536 536 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 1258 2,517 0 1,389 1,389 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 988 2,321 0 0 0 P-32 R-32: Floor-Over open crawl space or garage, Custom, R-30 Blanket insulation, 3/4" Foamboard R- 2, any cover 338.2 883 0 81 81 Subtotals for structure:36,928 0 10,959 10,959 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:1250 4,263 4,263 Ductwork:2,998 245 615 860 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 160, Summer CFM: 160 5,942 3,712 888 4,600 Humidification (Winter) 15.06 gal/day :5,525 0 0 0 AED Excursion:0 0 621 621 Total Building Load Totals:51,393 6,058 22,841 28,900 Check Figures Total Building Supply CFM:1,025 CFM Per Square ft.:0.317 Square ft. of Room Area:3,234 Square ft. Per Ton:1,343 Volume (ft³):26,860 Building Loads Total Heating Required Including Ventilation Air:51,393 Btuh 51.393 MBH Total Sensible Gain:22,841 Btuh 79 % Total Latent Gain:6,058 Btuh 21 % Total Cooling Required Including Ventilation Air:28,900 Btuh 2.41 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Monday, January 08, 2018, 12:24 PM Winston Plan 53XX 10/02/19 X KP