HomeMy WebLinkAboutLA225102 - 17997 Hidden Creek Tr-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:________________________________________ _______________________________
_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
_____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
NAME OF APPLICANT (Please Print)DATE
I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS
APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO
COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH
LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED
PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE
CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE
ESCROW APPLICATION AND REFUND.
OFFICE PHONE #:_
OFFICE PHONE #:_
*Entering your name affirms your intent to comply with the statement above.
*
Submit Application To: permits@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
CONDO
REROOF
RESIDE
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES
LOWER LEVEL FINISH
ADDITION
FOUNDATION ONLY
MISCELLANEOUS
DEMO
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
CITY BUILDING VALUATION: $
BUILDING PERMIT FEES
$PERMIT FEE
$PLAN CHECK
$SURCHARGE
$METRO SAC
$CITY WATER HOOKUP UNIT
$CITY SEWER HOOKUP UNIT
$LANDSCAPE ESCROW
$TREE ESCROW
$MISC ESCROW
$PLUMBING
$MECHANICAL
$SEWER WATER
WATER METER
PRESSURE REDUCING VALVE
$OTHER
$TOTAL
METER SIZE
PRESSURE REDUCING VALVE
SEWER/WATER
SEWER/WATER
FINAL
STREET DRAINTILE
BUILDING INFORMATION
TYPE OF CONSTRUCTION
ZONING
CODE EDITION
FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
MECHANICAL
AIR TEST
FINAL
ROUGH-IN
PLUMBING
FINAL
ROUGH-IN
INSULATION
LATH
DECK FOOTING
FIREPLACE
FOOTING
FOUNDATION
FRAMING
PORCH FRAMING
PORCH FOOTING
POURED WALL
SITE
LOWER LEVEL FINAL
OTHER
DECK FRAMING
LOWER LEVEL FRAMING
LANDSCAPING
DECK FINAL
$
$
ACCESSORY BUILDING
EGRESS WINDOW
UNDERGROUND
17997 HIDDEN CREEK TR, LAKEVILLE, MN 55044*ALL DOOR & WINDOW HEADERSTO BE S.P.F. #2 OR BETTERRESIDENCE FOR:written consent of Planco MN, Inc. modified or used in any redesign without the priormay not be assigned or copied, and may not bemay not be re-used for any additional structures,structure. Planco MN reserves all rights. These planslicense is granted to use these plans to build oneCopyright for these drawings is owned by Planco MN,Planco MN, Inc.cDOMINGUEZ
BELLEPAR HOMES#24-031SMA182024ALUM. SOFFIT & FASCIAALL SIDESTHERMO-TECHWINDOWS FRONT ELEVATION 1/4" = 1'-0" 8'-4" POURED FOUNDATION9' CEILING @ FIRST FLOOR6" TRIMTOTAL2nd FLR.1st FLR.1,271 SQ. FT.1,030 SQ. FT.2,301 SQ. FT.CONC. PORCH1286121284" VINYL SIDING1256" TRIM SIDES & REARBOARD6" FRIEZEWDW. GRIDS AS SHOWNFRONT ONLY12x12 BOXED COL.ON 18x18x42STONE BASELP B & BLP B & BRIDGE VENT6121'-0"1'-6"VINYL B & BSIDES & REARGLASS @ TOP PANEL8x7 OVH. DR.LP B & BFRONT ONLY7" EXPOSURE LP SIDINGFRONT ONLYSTONE AS SHOWNFRONT ONLY7" EXPOSURELP SIDING7" EXPOSURELP SIDING(2) 11x20 FYPON7" EXPOSURELP SIDING5'-0"STONECAPSTONEGLASS @ TOP PANEL16x7 OVH. DR.6" TRIMConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode06/25/2024jnuetzman
VERIFY ALLGRADE LINESPlanco MN, Inc.C#24-031SMA282024 LEFT ELEVATION 1/8" = 1'-0" 6126" FRIEZEBOARD6" TRIMVINYL B & BVINYLSIDINGLPSIDING RIGHT ELEVATION 1/8" = 1'-0" 1266" FRIEZEBOARD6" TRIMVINYL B & BVINYLSIDINGVINYLSIDING1262'-0"2'-0"LPSIDINGLPSIDING REAR ELEVATION 1/8" = 1'-0" 6126" TRIMVINYLSIDINGEGRESSWDW. WELL16' DECK LEDGERSecure door closed until deck isconstructed with a separate permit.
Planco MN, Inc.C#24-031SMA38202445'-0"15'-0"35'-10"5'-10"46'-10"
24'-6"30'-0" BASEMENT PLAN 1/4" = 1'-0" 22'-4"
18" FLR.TRUSS
19.2" O.C. UNEXCAVATED FURN MECH *UNFINISHED14'-6"2'-4"92%F.D.WH2'-8"2'-8"UP16 R FUT. FAMILY/REC RM *UNFINISHED35'-10"
15'-2"
18" FLR.TRUSS
19.2" O.C.
13'-4"WALLWALLEDGE7'-4"EDGESUMP3'-8"3'-8"4'-0"24'-6"11'-6"2'-6" FUT. BDRM *UNFINISHED20x8 FTG.1/2C. - 6" BLK.2x6 - 16" O.C.1/2C. - 6" BLK.20x8 FTG.2x6 - 16" O.C.GIRDER FLOOR TRUSS2-9 1/2" LVL FLUSH2-2x104'-0"6'-3"3'-11"SD/CO483410"48"1/2 WALLW/ WD. CAP6'-5"8'-4" POURED FOUNDATION2'-0"LIN.6'-4"8'-4"3'-0"30"x30"x12"CONC. PAD FTG.30"x30"x12"CONC. PAD FTG. UNEXCAVATED 2'-0"22'-6"9'-2"20'-6"5'-0" BI-PASS2'-6"2-9 1/2" LSLTC 3042 E2-9 1/2" LSLTS 60422" FOR R-10 INSUL.BRING FOUNDATION IN2" INSUL.2" INSUL.2" INSUL.2" INSUL.2" INSUL.2" LEDGE2" LEDGE13'-0"11'-2"10'-0"20'-0"LOOKOUT1/2C. - 4" BLK.20x8 FTG.2x4 - 16" O.C.22'-10"15'-2"LOOKOUT
12'-0"1'-9"1'-9"3'-0"
2-2x10
TS 6042
6'-3"12'-0" 3/4 R.I. R.I. W & D
UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.CS-WSPHTT4
HTT4CS-WSP
CS-WSPCS-WSP
Planco MN, Inc.C#24-031SMA4820249' CEILING @ FIRST FLOOR8'-7"36'-0"16x7 OVH. DR.13'-6"36'-0"45'-0" FIRST FLOOR PLAN 1/4" = 1'-0" 1,030 SQ. FT.*L.V.P. FOYER *CARPET OFFICE/BDRM GREAT ROOM UP17 R7'-0" KITCHEN 36"
REF'G4'-3"4'-3"*L.V.P.2'-0"3'-4"4'-0"*L.V.P. DINING *L.V.P.15'-2"7'-4"
3'-8"4'-2"3'-8"5'-10"WALLEDGERAILWALLEDGE12" S.B.3'-0" CONC. PORCH 18" FLR.TRUSS
19.2" O.C.3"3"2-2x10TSH3660-2 GARAGE *4" CONC. FLOORHOODVENTGIRDER FLOOR TRUSS2-9 1/2" LVL FLUSH2x6PANT.12" SH'S2'-5"8'-6"18" FLR.TRUSS
19.2" O.C.
18" FLR.TRUSS
19.2" O.C.2x618" CANT.2-11 7/8" LVL10'-81
2"
22'-6"
72" BENCH
2'-8" S.R.O.2'-8"FIREDR.*L.V.T.*L.V.T. MUD RM 2'-4"2-9 1/2" LSL6'-0" P.D.5'-11"6'-0"30'-0"15'-0"2"9'-7"5'-3"10'-0"10'-0"7'-0"13'-6"24'-6"
47'-0"
TRUSSES
24" O.C.5'-3"7'-7"2'-2"SD/COTRUSSES24" O.C.13'-0"11'-0"
6'-8"9'-8"
12'-9"*SHTRK WALLS & CLG.2'-0"TSH 30483-2x102'-0"6'-2"2'-10"F*INSUL. @ BEDROOM FLOOR ABOVE5'-1"3'-6"*PROVIDE 16' DECK LEDGER FUT. DECK 30" D.Z.2-9 1/2" LVLFLUSH2-9 1/2" LVL2-2x102-2x103-2x10TSH 3666-3TOP @ 7'-11"ELEC. F.P.
2'-912"9'-7"2'-912"OVEN/MICRODN16 R*2x6 WALLS8x7 OVH. DR.20'-0"10'-0"4'-8"5'-4"2626 FX
TOP @ 7'-11"
2-2x10
2626 FX
TOP @ 7'-11"
2-2x10
5'-1"5'-0"8"9'-0"GIRDERGIRDER
GIRDER
TRUSSES
24" O.C.
2'-0"22'-6"16'-0"10"12x12 BOXED COL.ON 18x18x42STONE BASE3-14" LVL4'-3"
18" FLR.TRUSS
19.2" O.C.
18" FLR.TRUSS
19.2" O.C.GAS COOKTOPCHASE6'-6"13'-0"27'-5"2'-6"4'-0"2'-10"10'-8"6'-8"3'-6"5'-4"1'-6"
48
34LIN.2'-0"4'-8"
36"2x64'-0"3'x3'CONC.PAD2-2x103'-0"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).BWPsAboveBWPsAboveSmokePFHSTHD14STHD14PFHSTHD14STHD14PFHSTHD14STHD14LSTH8Temper8
Planco MN, Inc.C#24-031SMA58202436'-0" SECOND FLOOR PLAN 1/4" = 1'-0" BEDROOM #2 *CARPET14'-6" MASTER BEDROOM *CARPET W.I.C. *CARPET1,271 SQ. FT.2'-4"10'-0"15'-0"
37'-6"10'-6"1'-6" BEDROOM #3 *CARPET12'-6"2'-8"7'-4"2'-6"1/2 WALLDN17 R4'-2"3'-8"3'-8"2'-6"5'-10"WALLEDGE60"WALLEDGE3260 TUB& SHOWER11'-6"TSH4060-2 E2-9 1/2" LVL BEDROOM #4 *CARPETTSH4060 E2-2x1011'-4"2'-4"11'-10"2'-4"2'-0"2'-0"8'-1"
14'-9"5'-10"WDTSH 4060-2 E2-2x10TSH 3660 TEMP
2-2x10
TOP @ 7'-0"
OFF LANDING
*L.V.T.*VINYLSDSDSDSDSD/COF5'-1"5'-3"5'-3"TRUSSES
24" O.C.
TRUSSES
24" O.C.2x66'-3"5'-3"7'-6"7'-0"3'-9"6'-3"2-2x101'-9 3
16"8'-0"2x6ACCESS
ATTICTRUSSES24" O.C.3'-8"3'-8"
2'-0"
34'-0"2'-6"2'-8"2'-0"LIN.6'-11"36'-0"5'-0"20'-6"2-2x10TSH 30422'-3"2'-9"TSH 4060 E
2-2x10
8'-3"3'-1"
2'-6"3'-0"3'-8"GIRDERTA 24242-2x106'-8"2'-6"11'-4"5'-3"6'-1"2'-11"3'-9"RIDGE OFVAULT*VAULTPKT.TSH24482'-4"PKT.4'-3"5'-5"*L.V.T.*C.T.FF2x62-2x10
TSH 2448
1'-8"3'-8"24"LIN.64482'-6"2'-4"9'-2"10"*L.V.T.72"
5'-0" BI-PASSTA 24242-2x105'-0" BI-PASS8'-4"1/2 WALL W/
GLASS PANEL2'-4" W.I.C. *CARPETFANTemper-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).CS-PFLSTA18 Strapopposite side ofsheathing fromheader to studbelow.CS-WSPCS-WSP
Planco MN, Inc.C#24-031SMA682024SHEATHINGSIDING17 RISERS
CROSS SECTION 3/8" = 1'-0" 2X6- 16" O.C.1/2 C- 6" BLK.18" FLOOR TRUSSES @ 19.2" O.C.
SHEATHINGSIDING5/8" GYP. BD.R-20 INSUL.R-21 SPRAY FOAM1/2" GYP. BD.VB2x6- 16" O.C.9'-11
8"PROVIDE DUCT CHASE16 RISERS
2X4- 16" O.C.1/2 C- 4" BLK.20X820X820X82X6- 16" O.C.1/2 C- 6" BLK.3 1/2" CONC. FLOOR2x6PROVIDE DUCT CHASE18" FLOOR TRUSSES @ 19.2" O.C.2x42x61'-6"R-21 SPRAY FOAMVB1/2" GYP. BD.R-20 INSUL.2x6- 16" O.C.3/4" T & G FLOOR36'-0"R-49 INSUL.R-21 SPRAY FOAMR-20 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.8'-11
8"3/4" T & G FLOORW/ V.B.5/8" GYP. BD.GIRDER2x6- 16" O.C.VB1/2" GYP. BD.R-20 INSUL.R-21 SPRAY FOAM(DESIGNED BY MFR)TRUSSES @ 24" O.C.1'-6"18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.FASCIAALUM. ALUM.SOFFITVENTED1/2" SHTG.15# FELTSHINGLES2'-0"ENERGY HEEL612TO 14x14 PLYWOODGRADEBOXAPPLY STONE2-9 1/2" LVL6x6 POST6'-0"ALUM.VENTEDSOFFITFASCIAALUM. 1'-10"SHEATHINGSIDING2'-0"FASCIAALUM. ALUM.SOFFITVENTED125FLASHING CROSS SECTION 3/8" = 1'-0" 6'-2"5/8" GYP. BD.CONC. PORCH6'-8" MIN. HDRM1x8 RISERS5/4x11 TREADS4- 2x12 STRINGERSTAIR NOTES:10" RUFF CUT TREADS1-2x8 TREATED8'-4" POUREDWALL W/ REBARPER CODESILL PLATEWATER PROOFINGAS REQUIREDDRAIN TILE 20x8R-10 RIGID INSUL.1-2x8 TREATED8'-4" POUREDWALL W/ REBARPER CODESILL PLATEWATER PROOFINGAS REQUIREDDRAIN TILE 20x8R-10 RIGID INSUL.71
2"RIDGE VENTWATER DRAIN TILE AS REQUIREDPROOFINGPOURED WALLGRADE2X6- 16" O.C.R-21 INSUL.VB2" R-10RIGID INSUL.20x81-2x8 TREATEDSILL PLATE7 5
16"
Planco MN, Inc.C#24-031SMA782024
3 1/2" CONC. FLOORR-20 INSUL.1/2" GYP. BD.2x6- 16" O.C.R-21 SPRAY FOAMVBSIDINGSHEATHINGPROVIDE DUCT CHASE18" FLOOR TRUSSES @ 19.2" O.C.2x6- 16" O.C.VB1/2" GYP. BD.R-20 INSUL.R-21 SPRAY FOAM3/4" T & G FLOOR5/8" GYP. BD.9'-118" CROSS SECTION 3/8" = 1'-0" GARAGE 4" CONC. FLOOR5/8" TYPE "X" GYP. BD.GIRDERGRADE34'-0"13'-0"2x6- 16" O.C.1/2" GYP. BD.R-20 INSUL.R-21 SPRAY FOAMVBR-21 SPRAY FOAMR-20 INSUL.1/2" GYP. BD.VB2x6- 16" O.C.3/4" T & G FLOOR5/8" GYP. BD.W/ V.B.8'-118"18" FLOOR TRUSSES @ 19.2" O.C.FASCIAALUM. ALUM.SOFFITVENTED1/2" SHTG.15# FELTSHINGLES2'-0" ENERGY HEEL612R-49 INSUL.10'-93
8"SLOPE TO DOORSALUM.ALUM. FASCIASOFFITVENTED2'-0"ENERGY HEEL(DESIGNED BY MFR)TRUSSES @ 24" O.C.2x4- 16" O.C.1/2" GYP. BD.5/8" TYPE "X" GYP. BD.(DESIGNED BY MFR)TRUSSES @ 24" O.C.24'-0"23'-0"5/8" GYP. BD.1-2x8 TREATED8'-4"" POUREDWALL W/ REBARPER CODESILL PLATEWATER PROOFINGAS REQUIREDDRAIN TILE 20x8R-10 RIGID INSUL.20x8POURED WALLRIDGE VENTGRADEDRAIN TILE AS REQUIRED1-2x8 TREATEDSILL PLATE8'-4" POUREDWALL W/ REBARPER CODEWATER PROOFING2" R-10RIGID INSUL.20x8
Planco MN, Inc.C#24-031SMA882024FLOOR SYSTEMROOFTRUSSPVC T-FITTINGTO SUPPORTVENT PIPEMIN. 4" OF GASPERMEABLE MATERIAL3 1/2" CONC. SLAB4" PVC VENT PIPESUPPORTSTRAPPINGFLASHINGEXHAUST 10' FROM OPNGS.INTO CONDITIONED SPACESOF BUILDING12" MIN. ABOVE ROOFSEAL6 MIL POLYUNDER SLAB10' OF DRAIN TILEEACH WAY FROMT-FITTING(ROCK) RADON GAS VENT SYSTEM 3/8" = 1'-0" 36" MIN. HT. CLEAR SPACE24" DIA. AROUND VENTPROVIDE ELECTRICALBOX POWER SOURCER-4 MIN. INSUL. VENT PIPE@ UNCONDITIONED SPACE4" MIN. CLEARANCEFOR FUT. FANMAX. HEIGHT 10'
12' MAX. TOTAL WALL HEIGHT
FASTEN KING STUDTO HEADER W/ SIX16d SINKETSFASTEN TOP PLATE TOHEADER W/ TWO ROWSOF 16d SINKER NAILS AT3" O.C. TYP.MIN. 3/8" WOODSTRUCTURALPANEL SHEATHINGMIN. DBL 2x4 POST (KINGAND JACK STUD) NUMBEROF JACK STUDS PERTABLES R602.7(1) AND (2)TYP. PORTAL FRAMECONSTRUCTIONIF NEEDED, PANEL SPLICEEDGES SHALL OCCUR OVERAND BE NAILED TO COMMONBLOCKING WITHIN THE MIDDLE24" OF THE PORTAL-LEGHEIGHT. ONE ROW OF 3" O.C.NAILING REQ'D. IN EACHPANEL EDGEBRACED WALL LINECONTINUOUSLY SHEATHEDW/ WOOD STRUCTURALPANELSEXTENT OF HEADER W/ DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)EXTENT OF HEADER W/ SINGLE PORTAL FRAMES(ONE BRACED WALL PANEL)2'-18' FINISHED WIDTH OF OPENINGFOR SINGLE OR DOUBLE PORTALMIN. 3"x11 1/4" NET HEADER - STEEL HEADERPROHIBITED. IF 1/2" SPACER IS USED, PLACEON BACK SIDE OF HEADERFASTEN SHEATHING TO HEADER W/ 8dCOMMON OR GALV. BOX NAILS IN 3"GRID PATTERN AS SHOWN5/8" DIA. ANCHOR BOLTW/ 7" MIN. EMBEDMENTMIN. WIDTH = 16" FOR 1 STORY STRUCTURESMIN. WIDTH = 24" FOR 2 STORY STRUCTURESMIN. DBL. 2x4 FRAMING COVERED W/ MIN.7/16" THICK WOOD STRUCTURAL PANELSHEATHING W/ 8d COMMON OR GALV.BOX NAILS AT 3" O.C. IN ALL FRAMING(STUDS, BLOCKING, SILLS) AS SHOWN TYP.SIMPSON STRONG-TIE LSTA21MIN. 1000 LB. STRAPPONY
WALL
HEIGHT
SIMPSON STRONG-TIE STHD14MIN. 4200 LB. EMBEDDEDTIE-DOWN EACH END OF PANELOPPOSITE SHEATHINGSIMPSON STRONG-TIE LSTA21MIN. 1000 LB. STRAPOPPOSITE SHEATHING1/2" MIN. ENDDISTANCE TYP.OVER CONCRETE OR MASONRY BLOCK FOUNDATION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST)OVER RAISED WOOD FLOOR - OVERLAP OPTION MIN OVERLAP9 1/4"APPROVED BANDOR RIM JOISTNAIL SOLE PLATETO JOIST PERTABLE R602.3(1)ATTACH SHEATHING TOBAND OR RIM JOIST W/8d COMMON NIALS AT 3"O.C. TOP AND BOTTOMWOOD STRUCTURAL PANEL SHEATHING OVERAPPROVED BAND OR RIM JOISTWOOD STRUCTURAL PANELSHEATHING TO OVERLAPBAND OR RIM JOISTNAIL SOLE PLATETO JOIST PERTABLE R602.3(1)FRONT ELEVATIONSECTIONFIGURE R602.10.6.4 SCALE: 3/8" = 1'-0"METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
6/5/2024
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signed:___________________________________
Print Name:_______________________________
Date:____________License Number:___________54690
Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070
PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING PLAN17997 HIDDEN CREEK TRAIL, LAKEVILLE, MN 55044BELLEPAR HOMESCB AR TML
1/8" = 1'-0"06/05/2024
WB-1---
6/5/2024
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signed:___________________________________
Print Name:_______________________________
Date:____________License Number:___________54690
Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070
PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING PLAN17997 HIDDEN CREEK TRAIL, LAKEVILLE, MN 55044BELLEPAR HOMESCB AR TML
1/8" = 1'-0"06/05/2024
WB-2---
6/5/2024
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signed:___________________________________
Print Name:_______________________________
Date:____________License Number:___________54690
Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070
PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING PLAN17997 HIDDEN CREEK TRAIL, LAKEVILLE, MN 55044BELLEPAR HOMESCB AR TML
1/8" = 1'-0"06/05/2024
WB-3---
·
·
·
·
·
6/5/2024
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signed:___________________________________
Print Name:_______________________________
Date:____________License Number:___________54690
Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070
PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17997 HIDDEN CREEK TRAIL, LAKEVILLE, MN 55044BELLEPAR HOMESTML TML TML
1/8" = 1'-0"06/05/2024
FR-02---
6/5/2024
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signed:___________________________________
Print Name:_______________________________
Date:____________License Number:___________54690
Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070
PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17997 HIDDEN CREEK TRAIL, LAKEVILLE, MN 55044BELLEPAR HOMESTML TML TML
1/8" = 1'-0"06/05/2024
FR-03---
6/5/2024
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Signed:___________________________________
Print Name:_______________________________
Date:____________License Number:___________54690
Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070
PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17997 HIDDEN CREEK TRAIL, LAKEVILLE, MN 55044BELLEPAR HOMESTML TML TML
1/8" = 1'-0"06/05/2024
FR-03.1---
Mid State Plumbing
HVAC Load Calculations
for
17997 Hidden Creek TR
Prepared By:
Tuesday, May 28, 2024
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 2
Project Report
General Project Information
Project Title:Mid State Plumbing
Project Date:Tuesday, May 28, 2024
Client Name:17997 Hidden Creek TR
Design Data
Reference City:Minneapolis/St. Paul AP, 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 n/a n/a 72 n/a
Summer:88 71 44%50%75 24
Check Figures
Total Building Supply CFM:1,006 CFM Per Square ft.:0.313
Square ft. of Room Area:3,212 Square ft. Per Ton:1,423
Volume (ft³):21,922
Building Loads
Total Heating Required Including Ventilation Air:48,713 Btuh 48.713 MBH
Total Sensible Gain:22,351 Btuh 83 %
Total Latent Gain:4,732 Btuh 17 %
Total Cooling Required Including Ventilation Air:27,083 Btuh 2.26 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 3
Miscellaneous Report
System 1 House
Input Data
Outdoor
Dry Bulb
Outdoor
Wet Bulb
Outdoor
Rel.Hum
Indoor
Rel.Hum
Indoor
Dry Bulb
Grains
Difference
Winter:-15 -15 100%n/a 72 n/a
Summer:88 71 44%50%75 23.51
Duct Sizing Inputs
Main Trunk Runouts
Calculate:Yes Yes
Use Schedule:Yes Yes
Roughness Factor:0.00300 0.01000
Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft.
Minimum Velocity:0 ft./min 0 ft./min
Maximum Velocity:900 ft./min 750 ft./min
Minimum Height:0 in.0 in.
Maximum Height:0 in.0 in.
Outside Air Data
Winter Summer
Infiltration Specified:0.280 AC/hr 0.150 AC/hr
102 CFM 55 CFM
Infiltration Actual:0.280 AC/hr 0.150 AC/hr
Above Grade Volume:Cu.ft.Cu.ft.X 21,922 X 21,922
6,138 Cu.ft./hr 3,288 Cu.ft./hr
X 0.0167 X 0.0167
Total Building Infiltration:102 CFM 55 CFM
Total Building Ventilation:160 CFM 160 CFM
---System 1---
Infiltration & Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 15.51 = (0.68 X 0.970 X 23.51 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference)
Winter Infiltration Specified:0.280 AC/hr (102 CFM), Construction: Average
Summer Infiltration Specified:0.150 AC/hr (55 CFM), Construction: Average
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 4
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 2.26 1,423 3,212 22,351 4,732 27,083 48,713 573 1,006 1,006
System 1 2.26 1,423 3,212 22,351 4,732 27,083 48,713 573 1,006 1,006 12x15
Ventilation 888 2,482 3,370 5,942
Zone 1 3,212 21,463 2,250 23,713 42,771 573 1,006 1,006 12x15
1-Lower Level 965 3,281 273 3,554 9,647 129 154 154 2--6
2-Main Level 1,030 8,313 586 8,899 15,868 212 389 389 4--7
3-Upper Level 1,217 9,869 1,391 11,260 17,256 231 462 462 5--6
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 5
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-Lower Level Built-In 0 750 0.01 0.1 391.4 129 154 154 2--6
2-Main Level Built-In 0 750 0.01 0.1 364.3 212 389 389 4--7
3-Upper Level Built-In 0 750 0.01 0.1 471 231 462 462 5--6
Other Ducts in System 1
Supply Main Trunk Built-In 0 900 0.003 0.1 804.4 573 1,006 1,006 12x15
SummarySummarySummarySummarySummarySummarySummarySummary
System 1
Heating Flow:573
Cooling Flow:1006
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 6
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
Marvin: Glazing-Marvin, U-value 0.34, SHGC 0.32 332.8 9,843 0 10,556 10,556
11P: Door-Metal - Polyurethane Core, U-value 0.29 42 1,060 0 292 292
15B0-10sf-8: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 8' floor depth, U-value 0.05
1017 4,746 0 87 87
15B0-10sf-4: Wall-Basement, , R-10 board insulation to
floor, no interior finish, 4' floor depth, U-value 0.054
108 508 0 0 0
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
2370.2 13,403 0 2,049 2,049
16B-50: Roof/Ceiling-Under Attic with Insulation on Attic
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation, U-value 0.02
1217 2,117 0 1,168 1,168
21B-20: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, R-3 or higher insulation
installed below floor, any floor cover, shortest side of
floor slab is 20' wide, U-value 0.019
964.8 1,595 0 0 0
Subtotals for structure:33,272 0 14,152 14,152
People:7 1,400 1,610 3,010
Equipment:0 3,600 3,600
Lighting:0 0 0
Ductwork:0 0 0 0
Infiltration: Winter CFM: 102, Summer CFM: 55 9,499 850 761 1,611
Ventilation: Winter CFM: 160, Summer CFM: 160 5,942 2,482 888 3,370
Exhaust: Winter CFM: 160, Summer CFM: 160
AED Excursion:0 0 1,340 1,340
Total Building Load Totals:48,713 4,732 22,351 27,083
Check Figures
Total Building Supply CFM:1,006 CFM Per Square ft.:0.313
Square ft. of Room Area:3,212 Square ft. Per Ton:1,423
Volume (ft³):21,922
Building Loads
Total Heating Required Including Ventilation Air:48,713 Btuh 48.713 MBH
Total Sensible Gain:22,351 Btuh 83 %
Total Latent Gain:4,732 Btuh 17 %
Total Cooling Required Including Ventilation Air:27,083 Btuh 2.26 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 7
Building Pie Chart
Building
Loss
48,713
Btuh
Floor 3%Roof 4%
Wall 38%
Glass 20%
Door 2%
Infiltration 19%
Ventilation 12%
Building
Gain
27,083
Btuh
Roof 4%
Wall 8%
Glass 39%
Door 1%
People 11%
Equipment 13%
Infiltration 6%
Ventilation 12%
AED Excursion 5%
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 8
Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:32.2 ft.System Number:1
Room Width:30.0 ft.Zone Number:1
Area:964.8 sq.ft.Supply Air:154 CFM
Ceiling Height:9.0 ft.Supply Air Changes:1.1 AC/hr
Volume:8,683 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:2 Actual Winter Vent.:36 CFM
Runout Air:77 CFM Percent of Supply.:23 %
Runout Duct Size:6 in.Actual Summer Vent.:24 CFM
Runout Air Velocity:391 ft./min.Percent of Supply:16 %
Runout Air Velocity:391 ft./min.Actual Winter Infil.:9 CFM
Actual Loss:0.096 in.wg./100 ft.Actual Summer Infil.:5 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-15B0-10sf-8 35 X 9 315 0.050 4.7 1,470 0.1 0 27
S -Wall-15B0-10sf-8 20 X 9 180 0.050 4.7 840 0.1 0 15
S -Wall-15B0-10sf-4 15 X 4 60 0.054 4.7 282 0.0 0 0
S -Wall-12F-0sw 15 X 5 54 0.065 5.7 305 0.9 0 47
W -Wall-15B0-10sf-4 12 X 4 48 0.054 4.7 226 0.0 0 0
W -Wall-12F-0sw 12 X 5 30.2 0.065 5.7 171 0.9 0 26
W -Wall-15B0-10sf-8 23 X 9 207 0.050 4.7 966 0.1 0 18
N -Wall-15B0-10sf-8 35 X 9 315 0.050 4.7 1,470 0.1 0 27
S -Gls-Marvin shgc-0.32 0%S 21 0.340 29.6 621 19.0 0 399
W -Gls-Marvin shgc-0.32 0%S 21 0.340 29.6 621 34.3 0 721
W -Gls-Marvin shgc-0.32 0%S 8.8 0.340 29.6 259 34.3 0 300
Floor-21B-20 30 X 32.2 964.8 0.019 1.7 1,595 0.0 0 0
Subtotals for Structure:8,826 0 1,580
Infil.: Win.: 8.8, Sum.: 4.7 247 3.326 821 0.267 73 66
AED Excursion:205
People: 200 lat/per, 230 sen/per:1 200 230
Equipment:0 1,200
Room Totals:9,647 273 3,281
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 9
Detailed Room Loads - Room 2 - Main Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:32.2 ft.System Number:1
Room Width:32.0 ft.Zone Number:1
Area:1,029.8 sq.ft.Supply Air:389 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr
Volume:9,268 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:4 Actual Winter Vent.:59 CFM
Runout Air:97 CFM Percent of Supply.:15 %
Runout Duct Size:7 in.Actual Summer Vent.:62 CFM
Runout Air Velocity:364 ft./min.Percent of Supply:16 %
Runout Air Velocity:364 ft./min.Actual Winter Infil.:46 CFM
Actual Loss:0.068 in.wg./100 ft.Actual Summer Infil.:25 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 36 X 9 249 0.065 5.7 1,408 0.9 0 215
S -Wall-12F-0sw 36 X 9 316 0.065 5.7 1,787 0.9 0 273
W -Wall-12F-0sw 36 X 9 222.5 0.065 5.7 1,258 0.9 0 192
N -Wall-12F-0sw 36 X 9 324 0.065 5.7 1,832 0.9 0 280
E -Door-11P 3 X 7 21 0.290 25.2 530 7.0 0 146
E -Door-11P 3 X 7 21 0.290 25.2 530 7.0 0 146
E -Gls-Marvin shgc-0.32 0%S (2)33 0.340 29.6 976 34.3 0 1,132
S -Gls-Marvin shgc-0.32 0%S (2)8 0.340 29.6 236 19.0 0 152
W -Gls-Marvin shgc-0.32 0%S (3)49.5 0.340 29.6 1,464 34.3 0 1,698
W -Gls-Marvin shgc-0.32 0%S 42 0.340 29.6 1,242 34.3 0 1,442
W -Gls-Marvin shgc-0.32 0%S 10 0.340 29.6 296 34.3 0 343
Subtotals for Structure:11,559 0 6,019
Infil.: Win.: 46.4, Sum.: 24.9 1,296 3.325 4,309 0.266 386 345
AED Excursion:519
People: 200 lat/per, 230 sen/per:1 200 230
Equipment:0 1,200
Room Totals:15,868 586 8,313
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 10
Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure)
General
Calculation Mode:Htg. & clg.Occurrences:1
Room Length:34.8 ft.System Number:1
Room Width:35.0 ft.Zone Number:1
Area:1,217.0 sq.ft.Supply Air:462 CFM
Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr
Volume:10,953 cu.ft.Req. Vent. Clg:0 CFM
Number of Registers:5 Actual Winter Vent.:65 CFM
Runout Air:92 CFM Percent of Supply.:14 %
Runout Duct Size:6 in.Actual Summer Vent.:74 CFM
Runout Air Velocity:471 ft./min.Percent of Supply:16 %
Runout Air Velocity:471 ft./min.Actual Winter Infil.:47 CFM
Actual Loss:0.138 in.wg./100 ft.Actual Summer Infil.:25 CFM
Item
Description
Area
Quantity
-U-
Value
Htg
HTM
Sen
Loss
Clg
HTM
Lat
Gain
Sen
Gain
E -Wall-12F-0sw 36 X 9 268 0.065 5.7 1,516 0.9 0 232
S -Wall-12F-0sw 37 X 9 318 0.065 5.7 1,798 0.9 0 275
W -Wall-12F-0sw 36 X 9 263.5 0.065 5.7 1,490 0.9 0 228
N -Wall-12F-0sw 37 X 9 325 0.065 5.7 1,838 0.9 0 281
E -Gls-Marvin shgc-0.32 0%S 10 0.340 29.6 296 34.3 0 343
E -Gls-Marvin shgc-0.32 0%S (2)42 0.340 29.6 1,242 34.3 0 1,442
E -Gls-Marvin shgc-0.32 0%S 4 0.340 29.6 118 34.3 0 137
S -Gls-Marvin shgc-0.32 0%S 15 0.340 29.6 444 19.0 0 285
W -Gls-Marvin shgc-0.32 0%S (3)52.5 0.340 29.6 1,554 34.3 0 1,803
W -Gls-Marvin shgc-0.32 0%S 8 0.340 29.6 237 34.4 0 275
N -Gls-Marvin shgc-0.32 100%S 8 0.340 29.6 237 10.5 0 84
UP-Ceil-16B-50 34.8 X 35 1217 0.020 1.7 2,117 1.0 0 1,168
Subtotals for Structure:12,887 0 6,553
Infil.: Win.: 47.1, Sum.: 25.2 1,314 3.325 4,369 0.266 391 350
AED Excursion:616
People: 200 lat/per, 230 sen/per:5 1,000 1,150
Equipment:0 1,200
Room Totals:17,256 1,391 9,869
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Auer Steel (Plymouth)Mid State Plumbing
Plymouth, MN 55441 Page 11
System 1 Room Load Summary
No
Room
Name
Area
SF
Htg
Sens
Btuh
Min
Htg
CFM
Run
Duct
Size
Run
Duct
Vel
Clg
Sens
Btuh
Clg
Lat
Btuh
Min
Clg
CFM
Act
Sys
CFM
---Zone 1---
1 Lower Level 965 9,647 129 2-6 391 3,281 273 154 154
2 Main Level 1,030 15,868 212 4-7 364 8,313 586 389 389
3 Upper Level 1,217 17,256 231 5-6 471 9,869 1,391 462 462
Ventilation 5,942 888 2,482
System 1 total 3,212 48,713 573 22,351 4,732 1,006 1,006
System 1 Main Trunk Size:12x15 in.
Velocity:804 ft./min
Loss per 100 ft.:0.097 in.wg
Cooling System Summary
Cooling
Tons
Sensible/Latent
Split
Sensible
Btuh
Latent
Btuh
Total
Btuh
Net Required:2.26 83% / 17%22,351 4,732 27,083
Equipment Data
Heating System Cooling System
Type:Natural Gas Furnace Standard Air Conditioner
Model:
Indoor Model:
Brand:
Efficiency:0 AFUE 0 SEER
Sound:0 0
Capacity:0 Btuh 0 Btuh
Sensible Capacity:n/a 0 Btuh
Latent Capacity:n/a 0 Btuh
\\auerfiles\FILES ...\Mid State Plumbing 17997 Hidden Creek TR.rh9 Tuesday, May 28, 2024, 3:37 PM
Date Certificate PostedX
Passive (No Fan)Active (With fan and monometer or
other system monitoring device)xR-15 x
R-15 x
R-20 x
R-20 x
R-21 x
R-49 x
R-49 x
R-30+ x
R-30+ x x
X Not applicable, all ducts located in conditioned space
MECHANICAL SYSTEMS
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
80k Capacity in
Gallons:XAldes air Exchanger E150
Heat Loss:48,713
Cfm's
" round duct OR
" metal duct
Not required per mech. code
X Passive
Low: Other, describe:
x 75
Location of fan(s), describe: Cfm's
X " round duct OR
" metal duct Total ventilation (intermittent + continuous) rate in cfms:
Continuous exhausting fan(s) rated capacity in cfms:
High:
High:
Mechanical Ventilation System
150/75
Bradford White
Rating or Size
Structure's Calculated
SEER:
Efficiency
AFUE or
HSPF%
Heat
Gain:
Amana Manufacturer Amana
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
13
Calculated
cooling load:
Basement and Duct in Floor trusses
Combustion Air Select a Type
27,083
MITW50 ASX13
Capacity continuous ventilation rate in cfms:
Mechanical room in Garage
Speed 150
Select Type
Model AMES96
50 Output in
Tons:
3T
Location of duct or system:
6 " 0
96.00%
Variable
Appliances Cooling System
0.30
0.30
Interior
Natural Gas Electric
Heating or Cooling Ducts Outside Conditioned Spaces
Exterior & Interior
Domestic Water Heater
R-value, R-8
Make-up Air Select a Type
Average U-Factor (excludes skylights and one door ) U:
Heating System
Natural Gas
RADON SYSTEM
Rim Joist (1 st Floor+)
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Bonus room over garage
Describe other insulated areasMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateTHERMAL ENVELOPE
Insulation LocationFoam, Closed CellFoam Open CellAttic
Exterior 2" CertiStud -- Interior 3/4" Thermax
Interior
Wall
Ceiling, flat
Other Please Describe HereTotal R-Value of all Types of InsulationType: Check All That ApplyNon or Not ApplicableFiberglass, BlownFiberglass, Batts Below Entire Slab
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N1101.8.6/11/24 Place your
logo here
New Construction Energy Code Compliance Certificate
Name of Residential Contractor MN License Number
City Mailing Address of the Dwelling or Dwelling Unit
17997 Hidden Creek Tr
Created by BAM version 052009
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is
required for “Construction activity that results in land disturbance of equal to or greater than one (1)
acre or if a project is part of a common plan of development that will ultimately disturb greater than
one (1) acre,” (NPDES Permit, Section 1.2).
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
*Primary Company Contact: _________________________________________________________________
*Should a site be deemed noncompliant, this individual will be notified
Phone #: ____________________________ Email: ______________________________________________
If you are not covered under a NPDES Construction Stormwater Permit administered by the
Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be
approved as part of the residential building permit application.
“Permittees must ensure a trained person will 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 ½
inch in 24 hours,” (NPDES Permit, Section 11.2).
The City of Lakeville reserves the right to request weekly inspection logs. 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.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name: ____________________________________ 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
I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001).
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
17997 Hidden Creek Trail
Bellepar Homes
Brian Gergen
612-369-1723 briang@belleparhomes.com
Brian L Gergen Bellepar Homes
briang@belleparhomes.com
U of M May 31, 2026
6.12.24
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