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LA180540 - 18227 Hideaway Tr 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 18227 Hideaway Trail Lakeville MN 55044 New Single Family Home 8673 189th St. W. None $298.858.00 12/23/19 4/15/19 7 7 Pinnacle Reserve at Avonlea n n n bmhareid@drhorton.com Same as Contractor D.R.Horton, Inc - Minnesota 605657 n/a 952-985-7806 20860 Kenbridge Court Lakeville MN 55044 Silvertree 058743 651-900-7039 1335 Mendota heights Rd Mendota Hgts MN 55120 Sabre 763-473-2267 15535 medina Road Plymouth MN 55447 MB003392 9/15/20 DSM 651-480-1355 IR652046 12/31/19 Cole Feriancek 12/11/19 8 Cole Feriancek 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. 2014CF6:12 PITCHROOF PLAN1/8"=1'-0"OPTIONAL 3-CARAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM1'-4"2'-0"3'-2" WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL4/4" x 3" - WOODGRAIN(FRONT & REAR)6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM11 1/4" AT TOP 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAMEBEAM1/2" OSBOVER 2xTREATED FRAMEWOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER1/4"=1'-0"1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASE 4" TRIM 4" TRIM 6" TRIM6" TRIM1-1/2"1"HARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIM'B' FRONTXXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOPFFF1'-4"1'-0 1/8"8126:12 PITCH1'-4"6:12 PITCH8" TRIMBKT11x20FYPON(TYPICAL)D812AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED6:12 PITCH1 1/2"1'-0"1'-0"1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725486-B-3.2ADAMSDRAWN: 8-24-2015-AWREVISED: 5-3-2018-LLSPEC HOMECUST:NORTHERN CRAFTSMANRAIN DIVERTER1xEREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENHGRADE ELEV = 1023.2GRADE ELEV = 1021.861'-4"7 7/16"6128:12 PITCHLEFT ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH1'-0"1x CEDAR1'-0"1'-0"6:12 PITCHREAR ELEVATION1/8"=1'-0"FLASH OVER ALL EXT OPGSASPHALT SHINGLESA3'-4"1'-4"7 7/16"612612AA6:12 PITCHA1'-0"6126121'-4"7 7/16"1'-4"7 7/16"8:12 PITCHA1'-4"61261240% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2FGRADE ELEV. = 1023.2GRADE ELEV. = 1023.2GRADE ELEV. = 1023.2GRADE ELEV. = 1023.2GRADE ELEV. = 1023.2GRADE ELEV. = 1021.8618227 HIDEAWAY TRAILPERMIT/CONST.PLANSLOT 7, BLK 7PERMIT/CONST: 12-9-2019-CFW/ STOCKTON 'III' WINDOW GRIDSPINNACLE RESERVE @ AVONLEACC6:126:121'-0"1'-4"1'-0"1'-4" 1'-0"1'-4"1'-0"1'-4"1'-4"1'-0"1'-4"1'-0"1'-4"8:128:12AABBCC8:126:127'-0"36' RIDGE VENT8:1215' RIDGE VENT 8' RIDGE VENTAABB1'-0"1'-4"1'-0"1'-4"6:12Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode12/26/2019dmathews UP 16RF.D.4'-4"2540 CSMT.EGRESS WDWDROP EGRESS FOUNDATION 6"SLEEVEDRAIN TILE40'-0"6'-0"3'-6 1/2"R/I3/4B34x48FBGL SHWR36"FUTUREFAMILY RMFUTUREBEDRMUNEXCAVATEDUNFINISHEDSTORAGE / MECH.ACHVWHSUMP18'-0" 42'-0" 39'-0"3'-0"44'-8"15'-8"5'-10"17'-6"21'-6"2'-10"14'-8"12'-3 3/4"3'-8"8'-7 3/4"13'-8 1/4"3'-7"17'-11 3/4"5'-4"50'-0"20'-10"2'-3 1/2"2'-3 1/2"16'-3"BASEMENT PLAN1/4"=1'-0"TYP. WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.NOTE: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/MFRDROPPED BEAMThese 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. 2014C2.0X6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS 20'-4"5'-4"15'-0"ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL4'-2" 10" TREAD CUT 2-62-42-84-0CONC PAD FTG30x30x12CONC PAD FTG30x30x124'-6 1/4"3'-1"9'-1"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHRADONVENT PIPE10'-0"2'-0"22'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE10'-0"8'-3" M.O.7 1/2"8'-3"1'-1 1/2"3'-8" 2'-0"5'-0"15'-4"12'-0"COCKSILL 5'-7"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH8'-4"10'-10"1/2"=1'-0"FRONT PORCH LEDGER SECTION5 3/47 1/4"7 1/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST5 3/4" FROM1 1/2"AND BELOW TREATED2x8 LEDGERSTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILSTREATED 2x8(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 WASHER1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS2x12 BLOCKING2x12 BLOCKINGPORCH SKIRT DETAIL1/4"=1'-0"8"8"5'-0"8"2'-0"3-2x10 DROPPED HDRCANT. JOISTS2-2x10 DROPPED HDR16" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADE18"x8" CONC. FTG.POURED CONC. WALL8" THICKMIN. 3'-6" BELOW GRADE8"4'-5"8'-9"71 SQ. FT.180 SQ. FT.480 SQ. FT.ADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFHEADERNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM4'-4"DROP WELL FOUNDATION 6"EGRESS WINDOWS5040 SLIDER7'-4"8'-0"15'-1 1/2"13'-2 1/4"6'-4"COCK6'-0"SILL17'-6"36x36x14 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE10'-0"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADETREATED 2x10's16" ON CENTER 12'-0"7'-2"19'-2"1098 SQ. FT.20'-6"FOUNDATION INSULATIONFRONT FOUNDATION WALL:-55 SQ FT/50 LIN FT= 1.10 RATIOR-10REAR FOUNDATION WALL:-20 SQ FT/40 LIN FT= 0.50 RATIOLEFT SIDE FOUND. WALL:-21 SQ FT/18 LIN FT= 1.16 RATIORIGHT SIDE FOUND. WALL:-20 SQ FT/39 LIN FT= 0.51 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-10R-10REQUIREMENTSNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS36x36x12 CONC. PAD FTG.POINT LOAD FROM ABOVE1/2"=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 TRUSSW/ WOOD CAP42" HIGH HALF WALL4'-0"GARAGE DROPPED 16"GROUNDING RODSTHRU PLATESWINDOW & DOOR SCHEDULE-FULLCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC2540 CSMT0.2728 3/4" X 48 1/2"#1BEDROOM0.255040 SLIDER0.2960" X 48"1FAMILY ROOM0.32PERMIT/CONST.PLANSPLAN OPTIONSFULL BASEMENTSECOND WINDOW WELL18227 HIDEAWAY TRAILLOT 7, BLK 7PINNACLE RESERVE @ AVONLEASLEEVEDRAIN TILE1 0 2 3 . 2 1021.861023.2 1023.2(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-LamUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 6'-10"1ST FLOOR PLAN1/4"=1'-0"1192 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/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. 2014C3.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.31FOYER0.2313050 SHGREAT ROOM11KITCHEN3040 SH1DINING ROOM6068 SGD W/ TRANS2W 3050 SHFLEX ROOM13W 3050 SHGREAT ROOM10.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.310.3172 1/8" X 94"0.320.310.3172 1/8" X 60 1/4"0.31108" X 60 1/4"0.315'-0"6'-11"UP16RDN16R5'-1"DROPPED BEAM4'-2"17'-6"5'-0"11'-8"3'-4"18'-0"22'-0" 42'-0" 3'-0"15'-0" 39'-0"5'-0"44'-8"11'-4"7'-2"50'-0"6'-0"20'-10"6'-0"3'-7"3'-7"10'-5"10'-5"GREATROOMCPT.40'-0"12'-4"16x7 OVERHEAD DOOR14" MFD I-JOISTSINSTALL PER MFRS SPECSFLEXROOMCPT.WOODPORCH12'-0"14" MFD I-JOISTSINSTALL PER MFRS SPECS W/ WOOD CAP42" HIGH HALF WALL5'-4"20'-4"10' TREAD CUT W/ 14" TRANSOM3050-3 SH14" MFD I-JOISTS INSTALL PER MFRS SPECS2-84-6 x 8-0 OPG 8'-6"2'-0"2W 3050 SH3050 SH11'-4"FLUSH BEAM16" WIDE DROPPED SOFFIT(SEE SECTION)GARAGESLOPE TO DOORS4" CONC FLOOR638 SQ. FT.TYPICAL 2x6 GARAGE WALLS8x7 OVERHEAD DOORMFD TRUSSES AT 24" O.C. FLUSH BEAM 10'-0"4'-9"5'-3"2'-0" 3'-8"22'-6"DROPPED BEAM8'-4"10'-10"6068 SGD8"8"8"126 SQ. FT.DROPPED BEAM2'-0"8"TYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASEDININGHD-FLR3'-11 1/2"2-81/2BPED.2x6 WALL5'-10"4'-8 1/2"6'-3"MUD RMHD-FLRHD-FLR(2) 1 3/4 x 14 VERSA-LAMCPT.HD-FLR2'-0"3'-6"10'-0"17'-2 1/2"7'-0"6'-7"5'-10 1/2"12" OVERHANG4'-2 1/2"3'-10"DROPPED BEAM5'-1 1/4"5'-8 3/4"9'-9 1/2"6'-6 1/2"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW3040 SH24" TOWEL BARTPH5'-2"3'-11 1/2"8'-6"FOYERHD-FLR4-6 x 8-0 OPG 3'-10"4-0 x 8-0 OPGCLOSHD-FLR2-416'-8 1/2"INSIDE FRAMING3'-7"2-4RADONVENT PIPE3-0 x 8-0 OPG 2-410'-6 1/2"WIPHD-FLR3"3"2-44'-3 1/4"3'-0"2'-8 1/4"3'-7"3-0 DOORw/ 14" SIDELITE20'-6"53 3/4" X 83 1/4"2'-10"DOWN SOFFITTO 8'-0"FRAME12" SHELF5-1/4"x7" VERSACOLUMNFRAMERS TO INSULATE FLOORSPACE AT FRONT OF GARAGEON ALL WALLS & CEILINGGYP. BOARDNOTE: FLOORING ATTOP LANDING TOMATCH DINING RM6'-0"6'-0"4'-4 1/2"INSIDE FRAMING2'-11 3/4"1'-8"1'-1 1/2"FRAMED DOWNSOFFIT. HOLD ASCLOSE TO MECH.DUCTS AS POSSIBLE10X16 KIT.HD-FLRDWSINKREF.OVEN20 AMP.MICRO HOODCIRCUITCOOKTOPPANTRYKITCHEN BACKSPLASHGASTO OUTSIDEVENT MICROHOOD GAS FP6'-4"4'-11 3/4"4'-11 3/4"RGH. OPN.42" X 40-1/8"AND 1/2 WALLWOOD STEPSNOTE: PERMIT/CONST.PLANSPLAN OPTIONSSIGNATURE KITCHENGAS FIREPLACEGARAGE DROPPED 16"18227 HIDEAWAY TRAILLOT 7, BLK 7PINNACLE RESERVE @ AVONLEALANDING W/55555510PFGPFGShearwall77(2)7-1/4 Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(2)14" Versa-Lam(2)9-1/2 Versa-Lam(2)14" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C4.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CF2ND FLOOR PLAN1/4"=1'-0"1584 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/MFRCENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR OWNERS BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'36X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE SEATS & TOE LEDGES 10-3/4"36"VALVE17-3/16" @ 36" SHWR40'-0"10'-10"3'-8"3'-0"8'-2"14'-6"3'-9"10'-7"11'-2"42'-0" 17'-6" 39'-0"3'-0"42'-0"19'-2"40'-0"20'-10"12'-8"6'-6"12'-9"5'-7"OWNERSBEDRMCPT.DN16R3'-8"BEDRM #2CPT.OWNERSBATHHD-FLRLAU.HD-FLR4'-0"10'-0"3'-6"3'-7"2'-11"6'-8"6'-0"3'-10"3'-8"4'-0"6'-0"3'-10"8'-2"6'-1"2'-6"3'-6"10'-2"3'-6"3'-4"3050 SH3050 SH3050 SH3050 SH3020 SL3050 SH2'-4"3'-4"2-62-42-82-42-02-42x6 WALL10" TREAD CUT D66"GIRDER TRUSS3040 SHTEMP GL2'-7 3/4"1'-9"W2x6 WALLTPH 24" TOWEL BAR7'-1"3'-4"2'-3"3050 SH3050 SHNO TOP PLATESAT GIRDER TRUSSNO TOP PLATESAT GIRDER TRUSS17'-6" 12'-4 3/4"12'-1 1/4" 11'-8"5'-10"15'-2"2'-8"3'-8"2'-6"7'-4"7'-2"2W 3020 FX3050 SH9'-2"2'-6"5-1/4"x5-1/4"VERSACOLUMN5-1/4"x5-1/4"VERSACOLUMNOR EQUIV.TEMPNOTES:ALL TOE LEDGES AND SEATSARE 18" OFF THE SUBFLOORBATOE LEDGES ARE MODEL BT-17BY BETTER BENCH SYSTEMSDMIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADCHEIGHT OF SHOWER SHELVES TO BEDEPENDANT ON TILE SELECTIONSMFD TRUSSES AT 24" O.C.BEDRM #4CPT.BEDRM #3J-N-JHD-FLR4'-6"6'-9"6'-9"5'-11"2-666"2x6 WALLRADONVENT PIPE22x30ATTICACCESS4'-7 1/2"5-05'-8 1/4"5-04'-2"2'-9"24" TOWEL BAR2-42-42-4TPHGAMEROOMCPT.W.I.C.CPT.2-62'-8"30"2-42x6 WALL24" TOWEL BARTPH 2-6BATH #3HD-FLR1'-6"7'-2 1/4"8'-8"6'-1"5'-3 3/4"2-42-62'-6"11'-2 3/4"9'-4 3/4"34x48 FBGLSHOWERSURROUNDW.I.C.CPT.3'-7 1/2"3'-1"42x60FBGL TUB3'-9"6" SPLASHW/ 36" GLASS PANEL48" HIGH 2X4 WALLW/ CT SURROUND34x60 FBGL BASETOELEDGESHWRSHELFPERMIT/CONST.PLANSPLAN OPTIONSWINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#BEDRM #31GAME ROOM3050 SH13050 SH33040 SH13050 SH1OWNERS BEDRMOWNERS BATHBEDRM #2BEDRM #420.310.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.31GAME RM/BATH #33020 SLIDER136 1/4" X 24"0.310.33050 SH36 1/4" X 60 1/4"3050 SH10.3136 1/4" X 60 1/4"0.31BEDRM #32W 3020 FX0.310.3272 1/8" X 24"BATH #3 & JACK AND JILL BATHTILED SHWR. SURROUND18227 HIDEAWAY TRAILLOT 7, BLK 7PINNACLE RESERVE @ AVONLEAWS-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(2)7-1/4 Versa-Lam F.D.R/I3/4BFUTUREFAMILY RMFUTUREBEDRMUNEXCAVATEDUNFINISHEDSTORAGE / MECH.ACHVWHSUMP1/4"=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. 2014C5.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFELECTRICAL PLANUNFINISHED BASEMENTSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLEGFILOW VOLTAGESYSTEM RECEPTACLES SDA/CWPSSMART HOMESYSTEM RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEWATER SOFTRECEPTACLEPERMIT/CONST.PLANSPLAN OPTIONSFULL BASEMENTSECOND WINDOW WELL18227 HIDEAWAY TRAILLOT 7, BLK 7PINNACLE RESERVE @ AVONLEA GFI1/4"=1'-0"GREATROOMFOYERGARAGEFLEXROOMSTOOPThese 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. 2014C6.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFSSWPSSWPS SSDELECTRICAL PLAN1ST FLOORCSSSSPRINKLERSYSTEMRECEPTACLE1/2BFANTGFI WICSSS DININGSS SSMUD RMWIP1/4"=1'-0"BATH #3 / JACK-N-JILL BATH-OPTIONAL-ELECTRICAL PLANRRRLLLLKIT.SSCHIMESHCPS2nd SMARTHOME RECEPTOWNERSBEDRMBEDRM #2LAU.CEILING FANROUGH-INSSDSSSSSD/CMDCSSGFIGFI FANOWNERSBATHSSFANLBEDRM #4BEDRM #3W.I.C.SSDSDSSSSD/CMDSJ-N-J22x30ATTICACCESSFANGFIGFISS SSSD/CMDBATH #3S GFISLFAN W.I.C.S S SDS SSS S DDDLIGHT FIXTURE SCHEDULEDOME LIGHTLED DISC LIGHTRECESSED FIXTLLPEND.PENDANT LIGHTSWALL FIXTURESCEILING LIGHTDDDDDLLLLLLLDLLLLLLGAMEROOMLLLLSDISP.DWSUSBLCD SLLLLLLLLPEND.PEND.4'-0"8'-0"5'-4"2'-0"2'-0"SSTECH TUBESPERMIT/CONST.PLANSPLAN OPTIONSSIGNATURE KITCHENGAS FIREPLACEKIT. PENDANT LIGHTINGGREAT RM. LED PKG.DINING RM. LED PKG.BATH #3 & JACK AND JILL BATHTILED SHWR. SURROUNDCD18227 HIDEAWAY TRAILLOT 7, BLK 7PINNACLE RESERVE @ AVONLEA 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. 2014C7.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CF9'-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. FLOOR18" MFD FLOOR TRUSSES14" MFD I-JOISTSMFD TRUSS1'-4"6127 7/16"MFD TRUSS39'-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" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD TRUSS1'-4"6127 7/16"MFD TRUSS61239'-0"1/4"=1'-0"CROSS SECTION B-B4" CONC. FLOORGIRDER TRUSS 3'-0"1'-4"612BEDRM #4W.I.C.GARAGEDROPPED BEAMDROPPED BEAMFOYEROWNERSBEDRMGREATROOMGAMEROOMLAU.DROPPED BEAM16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE2x10 JOISTS5/4" DECKING2-2x10DROPPED BEAMSET ON 6" THICKPOURED CONC. WALLCONC. SIDEWALKCANT.JOISTS8"7'-0"7'-8"TOP OF THRESHOLDTO TOP OF JOIST5-3/4" FROM7 7/16"5'-0"WOODPORCH1'-4"7 7/16"18" MFD FLOOR TRUSSES14" MFD I-JOISTS6123'-4"61212'-5 1/4"GARAGE DROPPED 16" 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. 2014C8.0XADAMS 5486-B-3.2PC#652: 4-17-19-LLPC#665: 5-28-19-LLPC#637: 8-16-19-CFPC#666: 9-25-19-CFGARAGE 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.9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"40'-0"3 1/2" CONC. FLOORHAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA3/4" SUBFLOOR14" MFD I-JOISTS3/4" SUBFLOOR8'-4" POUREDCONC WALL18" MFD FLOOR TRUSSES1/4"=1'-0"CROSS SECTION C-C6'-8"MIN HEADROOM6'-8"MIN HEADROOM TYPICAL WALL SECTION1/2"=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 TRUSSESA I R C H 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 R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 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)W/ VAPOR BARR.5/8" GYP. BD.APPLIED 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 ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)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)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACEBATH#2W.I.C.7'-4"LIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OF STONE VENEER 1"=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.CLOSMECH CHASE FRAMED DOWNSOFFIT. HOLD ASCLOSE TO MECH.DUCTS AS POSSIBLE ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B3 2 Beam by others 6' 0" 1UNEXCAVATEDSTAIRWAYFLOOR TRUSSESBY OTHERSPORCH FRAMINGBY OTHERSOPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLBEAM TO HANGOFF TRUSS.HANGER BY OTHERS.FLOOR TRUSSBY OTHERSB3B2B1B2B33' 8"42' 0" 3' 0" 39' 0" 20' 10"7' 2"40' 0" 12' 0" 20' 4"15' 4"2' 0" 10' 0" 22' 0" 2' 0" 18' 0" 10' 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" 1B2B2B140' 0" 18' 0" 10' 0" ProductsPlotID Net Qty Product Length PliesB1 2 Beam by others 8' 0" 1B2 1 Beam by others 4' 0" 1B1B1B240' 0" 18' 0" 10' 0" UNEXCAVATEDSTAIRWAY4TH STALL OPT.AT THIS AREA20' 4"2' 0" 20' 10"38' 0" 2' 0" 10' 0" 10' 0" 19' 8"42' 0" 10' 0" Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5486-B-GRBy: Anthony EstevezDate: 2-1-17Scale: 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.3-14-19AE12-1-18AERevisions: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 #5486-B-GRD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTION4th STALL OPTION ProductsPlotID Net Qty ProductLength PliesJ1 2 14" BCI® 4500s-1.8 42' 0" 1J2 4 14" BCI® 4500s-1.8 40' 0" 1J3 4 14" BCI® 4500s-1.8 26' 0" 1J4 11 14" BCI® 4500s-1.8 18' 0" 1J5 8 14" BCI® 6000s-1.8 40' 0" 1J6 7 14" BCI® 6000s-1.8 22' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 22' 0" 2B2 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B3 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B4 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 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 20' 0" 2B8 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 12' 0" 2B9 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 10' 0" 2B10 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1B11 1 Beam by others 8' 0" 1B12 2 Beam by others 6' 0" 1B13 5 Beam by others 4' 0" 1Ca1 13 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Pt1 1 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 12' 0" 1Pt2 1 5-1/4" x 7" VERSA-LAM® 1.8 2750 SP 12' 0" 1Pt3 3 Post by others 8' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 4 USP HD1714H2 4 USP HUS179H3 6 USP THF17140SINGLETRIMMERSSTAIRWAYSINGLETRIMMERSSINGLETRIMMERSBCI 4500s@ 19.2" OCSINGLETRIMMERSBCI6000s@ 19.2" OCBCI 6000s@ 19.2" OCJUS28-2 HANGERBY OTHERSSTART FRAMING HEREFIRST TWO SPACES @ 12" OCTHEN @ 19.2" OC (U.N.O.)JACK & JILLPLUMBINGWALK-INSHOWERKEEP JOISTTO SIDEOF WALLWEBSTIFFENERSREQUIREDWEBSTIFFENERSREQUIREDOPTIONAL 6 FTWIDE WINDOW"BEAM BY OTHERS"Pt3Pt1Pt3Pt3Pt2B6B10B3B12B13B2B5B13B8B12B11B13B13B9B1B7B13B4Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J3J4J6J5J2J1H1H3H220' 10"22' 0" 12' 0" 40' 0" 7' 2"18' 0" 3' 0" 42' 0" 39' 0" 10' 0" 2' 0" 10' 0" 1' 7 3/16"1' 0" 1' 0" 1' 4"RWAYGARAGE4TH STALL OPT.AT THIS AREA2' 0" 10' 0" 2' 0" 38' 0" 19' 8"10' 0" 20' 10"42' 0" 10' 0" Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5486-B-GRBy: Anthony EstevezDate: 2-1-17Scale: 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.2-2-19AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5486-B-GRD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMING4th STALL OPTIONDETAIL N/A ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 1 Girder Truss by others 22' 0" 1B3 10 Beam by others 4' 0" 1Pt1 2 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 10' 0" 1STAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSPt1Pt1B2B3B1B3B3B3B3B3B3B3B3B342' 0" 40' 0" 39' 0" 3' 0" 19' 2"20' 10"Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5486-B-GRBy: Anthony EstevezDate: 2-1-17Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.10-2-18AE6-30-17AERevisions: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 #5486-B-GRD.R. 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9+&6*Ä'14$'66'4*#4&9#4'#.6'40#6'6#$.'5+/2510241&7%6752241&7%6#/2#/2#*46*66*66.56#564#25#/'.62/2(/56%564#25#/'56*&4,56#&4,6+6'0*&9'&)'$1.6*#4&9#4'+05#/'419/#;$'75'&+06'4%*#0)'#$.;+06*+5&1%7/'062.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0%105647%65*'#49#..#55*190+056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+105 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'&9#...+0'15$%105647%62146#.(4#/'#55*190+0515$ Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'& 9#...+0'$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 6*)#4#)'56#..126+10 COPYRIGHT HANSON GROUP LLC 2017© Print Name: Signed: Ryan Mack 3407 Kilmer Lane NorthSuite 4 Plymouth, MN 554416GN 612-708-3572 ofSheet: Drawing Date: Project Number: 11 6.338 December 28, 2017 S1 I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota. License Number:12-28-17 46673Date: 2TQLGEV %NKGPV RevDate 241,'%65%12' DESIGN OF THE CONNECTION OF MONO ROOF TRUSSES TO THE FRONT OF A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. )'0'4#.016'5 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS AND TRUSS SHOP DRAWINGS FOR MORE INFORMATION. 2.SCOPE OF ENGINEERING INCLUDES ITEMS SPECIFICALLY NOTED ABOVE ONLY. REVIEW OF REMAINING FRAMING UNLESS SPECIFICALLY NOTED IS NOT INCLUDED UNDER THIS SCOPE. 3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1). /#6'4+#.5 WOOD:SPF STUD GRADE OR BETTER .1#&5 ROOF SNOW LOAD:35 PSF ROOF DEAD LOAD:15 PSF FLOOR LIVE LOAD:40 PSF FLOOR DEAD LOAD:15 PSF WIND LOAD:90 MPH EXP. B %1&'5 2015 MINNESOTA RESIDENTIAL CODE &4*QTVQP 20860 Kenbridge Court #100 Lakeville, MN 55044 /QFGN Minnesota Construction 3'-4" MAX. CROSS SECTION MONO TRUSSES BY SUPPLIER @ 24" O.C. MAX.2x4 CONTINUOUS LEDGER w/ 5" LEDGERLOKS @ 16" O.C. FASTEN EACH TRUSS TO LEDGER w/ (4) 8d TOENAILS & SIMPSON H2.5A TIE INSTALLED w/ MIN. (4) NAILS INTO LEDGER FASTEN EACH JOIST TO TOP PLATES w/ (3) 16d NAILS FASTEN EACH STUD TO PLATE w/ SIMPSON A34 FRAMING ANGLE & FASTEN PLATE TO EACH JOIST w/ (3) 16d NAILS 6 12 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 5486 HVAC Load Calculations for D.R. Horton Lakeville Prepared By: Kris Long Silver Tree Plumbing & Heating 3185 Terminal Dr., Suite 200 Eagan, MN 55122 651-900-7054 Thursday, April 6, 2017 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. Silver Tree Plumbing & Heating 5486 Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:5486 Designed By:Kris Long Project Date:3/15/2017 Project Comment: Client Name:D.R. Horton Client City:Lakeville Company Name:Silver Tree Plumbing & Heating Company Representative:Kris Long Company Address:3185 Terminal Dr., Suite 200 Company City:Eagan, MN 55122 Company Phone:651-900-7054 Company E-Mail Address:krisl@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,166 CFM Per Square ft.:0.301 Square ft. of Room Area:3,874 Square ft. Per Ton:1,430 Volume (ft³):26,660 Building Loads Total Heating Required Including Ventilation Air:53,956 Btuh 53.956 MBH Total Sensible Gain:25,766 Btuh 79 % Total Latent Gain:6,743 Btuh 21 % Total Cooling Required Including Ventilation Air:32,510 Btuh 2.71 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. C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5486.rh9 Thursday, April 6, 2017, 12:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486 Eagan, MN 55121 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 2.71 1,430 3,874 25,766 6,743 32,510 53,956 634 1,166 1,166 System 1 2.71 1,430 3,874 25,766 6,743 32,510 53,956 634 1,166 1,166 12x17 Ventilation 824 4,177 5,001 6,184 Supply Duct Latent 127 127 Return Duct 61 109 170 405 Humidification 6,508 Zone 1 3,874 24,881 2,331 27,212 40,858 634 1,166 1,166 12x17 1-Basement 1,098 4,098 0 4,098 10,635 165 192 192 2--6 2-Main Floor 1,192 11,260 1,731 12,991 13,563 210 528 528 5--6 3-Upper Level 1,584 9,524 600 10,124 16,661 259 446 446 4--6 C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5486.rh9 Thursday, April 6, 2017, 12:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486 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 0.1 488.9 165 192 192 2--6 2-Main Floor Built-In 450 750 0.01 0.1 537.3 210 528 528 5--6 3-Upper Level Built-In 450 750 0.01 0.1 568.1 259 446 446 4--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 822.8 634 1,166 1,166 12x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:634 Cooling Flow:1166 C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5486.rh9 Thursday, April 6, 2017, 12:21 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5486 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 0.32 396 11,033 0 8,570 8,570 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2620.2 14,817 0 2,264 2,264 15B0-15sf-8: Wall-Basement, , R-15 board insulation to floor, no interior finish, 8' floor depth 944 3,449 0 0 0 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM 483 2,100 0 420 420 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Attic 1584 2,756 0 2,154 2,154 21A-28: 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 28' wide 1098 2,102 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover 413.4 1,259 0 116 116 Subtotals for structure:39,488 0 14,068 14,068 People:6 1,200 1,380 2,580 Equipment:1,131 4,262 5,393 Lighting:500 1,705 1,705 Ductwork:1,775 236 383 619 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 180, Summer CFM: 180 6,184 4,177 824 5,001 Humidification (Winter) 17.75 gal/day :6,508 0 0 0 AED Excursion:0 0 3,144 3,144 Total Building Load Totals:53,956 6,743 25,766 32,510 Check Figures Total Building Supply CFM:1,166 CFM Per Square ft.:0.301 Square ft. of Room Area:3,874 Square ft. Per Ton:1,430 Volume (ft³):26,660 Building Loads Total Heating Required Including Ventilation Air:53,956 Btuh 53.956 MBH Total Sensible Gain:25,766 Btuh 79 % Total Latent Gain:6,743 Btuh 21 % Total Cooling Required Including Ventilation Air:32,510 Btuh 2.71 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. C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5486.rh9 Thursday, April 6, 2017, 12:21 PM 1 2015 Mechanical & Energy Code – Ventilation, Makeup, and Combustion Air Calculations Please submit at time of application of a mechanical permit for new construction This form must be posted at the jobsite at the time of the rough-in inspection. Notes: Instructions and example forms are available at the Building Safety website and at the Building Safety office. This form must be submitted at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address 18227 Hideaway Trail Date 12-11-19 Contractor SilverTree By Kris L Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2, 2015 Minnesota Energy Code) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms 3874 Total required ventilation Continuous ventilation 130 3 65 Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. Insert the square footage, total required ventilation and continuous ventilation in the Mechanical Submittal form. The table and equation are below. Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/;83 180/90 195/98 210/105 225/113 Equation R403.5.2 2015 Minnesota Energy Code (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuously may have automatic cycling controls providing the average flow rate for each hour is met. 5 X 2 Section B Ventilation Method (Choose either balanced or exhaust only) ☒Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. ☐Balanced powered intake and exhaust Continuous fan rating in cfm Low cfm: 50%= 88 cfm High cfm: 90%= 158 cfm Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions - Choose the method of ventilation; balanced utilizing a HRV or ERV, or balanced utilizing a powered intake and exhaust. When utilizing a single stage HRV or ERV, or a powered intake and exhaust, only the low cfm will be entered in the ventilation form. The balance of the total ventilation is required to be provided by additional ventilation fans. Be advised, fans that are utilized for the continuous and total ventilation requirements must be 1 sone or less and be rated for continuous duty. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Total Ventilation Directions - The ventilation fan schedule should describe what the fan is being used for; the location, cfm, and whether it is used for continuous or total ventilation. The HRV, ERV or fan that is being utilized for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rating. (For instance, if the low cfm is 40 cfm, the continuous ventilation HRV or fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous ventilation) ERV runs at 50% per hour= 88 cfm ERV capable of 158 cfm @ 90% run time- as needed Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance; in addition, related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed and interfaced with the air handling equipment. Installation must conform to the manufactures’ installation instructions. The installation must be capable of delivering air to each habitable space in the structure. Air distribution may be provided by a forced air circulation system, separate duct system or individual inlets. Section E Make-up air for ventilation Passive (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Powered (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Interlocked with exhaust device (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Other, describe: Location of duct or system ventilation make-up air: (Determined from make-up air opening table, Table 501.4.2.) 3 NR Cfm -206 Size and type (round, rectangular, flex or rigid) (NR means not required) Directions - In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS (Additional makeup air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan-assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1.Enter the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 3874 Estimated House Infiltration (cfm): [1a x 1b] 581 2. Exhaust Capacity ERV= 0 a) clothes dryer (cfm) 135 135 135 135 b) 80% of largest exhaust rating (cfm); (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) 240 c) 80% of next largest exhaust rating (cfm); (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) NA Total Exhaust Capacity (cfm); [2a + 2b +2c] 375 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) 375 b) estimated house infiltration (from above) 581 Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) -206 4. For makeup Air Opening Sizing, refer to Table 501.4.2 Not required, negative number A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air 4 rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2, 2015 Minnesota Mechanical Code One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan-assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 - 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Make-up air for combustion Not required per mechanical code (No atmospheric or power vented appliances) X Passive (see IFGC Appendix E, Worksheet E-1) Size and type 4” Rigid duct or 5” Flex Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method (KAIR). For new construction, 4b of step 4 is required to be filled out. The example assumes a typical 3,000 square foot home with a finished basement that has a mechanical room that is 10 feet wide by 5 12 feet long with an 8 foot ceiling. It also assumes installation of a 70,000 btu, 2 pipe condensing furnace; and a 40,000 Btu, power vented water heater. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: __ Draft Hood __ Fan Assisted Direct Vent Input: _Btu/hr FURNACE IS SEALED COMBUSTION (not fan-assisted & Power Vent Water Heater: __ Draft Hood X_ Fan Assisted __ Direct Vent Input: _40,000 ________ Btu/hr (not fan-assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: _1344 ft3 L x H X W = 14x12x 8 = 1344 cubic feet Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT Input: ______________ Btu/hr DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required TRV: _________________ ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances Input: _40,000 _______ Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find RVFA: _3,000__________ ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all non-fan-assisted appliances Input: ____0__________ Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ___none_______ ft3 Required Volume Non-Fan-Assisted (RVNFA) Total Required Volume (TRV) = RVFA + RVNFA TRV = _3,000___ + _none___ = _3,000__ ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = __1344____ / _3,000__ = __.44_____ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio Ratio RF = 1 - __ .44____ = _____.56_________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: _40,000_____ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = __40,000____ / 3000 Btu/hr per in2 = ___13.3_ in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = ___13.3____ x ____.56_ = ___7.44____ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = _3.08___ in 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. 6 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted Non-Fan Assisted 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwelling constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is .20 air changes per hour (ACH). 2. This section of the table is to be used for dwelling constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Cole Feriancek X12/17/19 KP