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Home My WebLink AboutLA223403-17743 Elkwood Ct-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 MAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE HEIGHT9' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE SIDING &CORNERS TYP.4" SMARTSIDE WINDOW & DOOR TRIM TYP. ALUMINUM SOFFIT& FASCIA TYP.SMARTSIDE BOARD & BATTEN TYP. 6" SMARTSIDEFRIEZE TYP.SEE COLUMN DETAILS SHEET A-501 6' - 0"8" 12"ADDRESS STONE STONE REQUIRED AT FRONTFRONT ELEVATION SQ.FT. = 432 SQ.FT.25% STONE REQUIRED = 108 SQ.FT.PORCH COLUMN STONE = 36 SQ.FT.PORCH STONE = 26 SQ.FT.GARAGE FRONT/ RETURN STONE = 47 SQ.FT.TOTAL STONE @ FRONT = 109 SQ.FT.3' - 6"4" / 12"8" 12"8:1224" RETURNS8" / 12"8" 12"ALUMINUM SOFFIT& FASCIA TYP.8" / 12"8" 12"SMARTSIDE SIDING &6" CORNERS TYP.4" SMARTSIDE WINDOW & DOOR TRIM TYP. @ SIDES AND & EAR 8" / 12"8" / 12"24" RETURNS8" 12"4" 12"1/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/29/2024 4:57:17 PMSADIE COTTAGEL5, B2 -PHEASANT RUN 8TH17743 ELKWOOD COURTLAKEVILLE, MN 55044A-201OTT4433.27.24 CB1811984(528)3.28.24 CB4.3.24 CB4.10.24 CB4.29.24 CB3.22.24 CB9'-1 1/8"8'-4" POUR2795SADIE COTTAGE1/8" = 1'-0"A-2012RIGHT ELEVATION1/4" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/30/2024jnuetzman 19' - 0"21' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE 40' - 0"64' - 0"9' - 10"54' - 2"4' - 0"5' - 10"50' - 2"4' - 0"40' - 0"2' - 4 1/2"16' - 3" M.O.2' - 4 1/2"6' - 2"13' - 8"20' - 2"6' - 2"14' - 0"6' - 0"0' - 4"0' - 4"0' - 4"64' - 0"27' - 8"36' - 4"4' - 0"7' - 10"9' - 4"5' - 2 1/4"4' - 2 3/4"4' - 2 3/4"19' - 4 1/4"25' - 4 1/4"9' - 5 1/2"15' - 4 1/4"10' - 9 1/4"10' - 7 3/4"6' - 7"12' - 0"14' - 5"6' - 10 1/4"6' - 1 1/2"12' - 7 1/4"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 3 1/2" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE0' - 4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.11' - 10"19' - 10"20' - 9"7' - 10 1/4"11' - 4 3/4"30' - 0"10' - 0"29' - 8 3/4"10' - 0 1/2"0' - 2 3/4"6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)13' - 10"LEAVE A 12" GAP IN FOOTING FOR PLUMBING 5' - 9 1/4"9' - 9 1/4"Ø16"Ø16"24" x 24" x 12" CONCRETE FTG.UNREINFORCEDTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/29/2024 4:57:18 PMSADIE COTTAGEL5, B2 -PHEASANT RUN 8TH17743 ELKWOOD COURTLAKEVILLE, MN 55044A-401OTT4433.27.24 CB1811984(528)3.28.24 CB4.3.24 CB4.10.24 CB4.29.24 CB3.22.24 CB9'-1 1/8"8'-4" POUR2795SADIE COTTAGE1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. ** ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING FAMILY ROOMBEDROOM #3MECHANICAL/STORAGEBATHSUMPW. H.FURNACEAIR EX.UNEXCAVATED18" FLOOR TRUSSESPER MFG. SPACINGSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGUNEXCAVATED19' - 0"21' - 0"30' - 0"10' - 0"6' - 6"13' - 6"10' - 0"5' - 0"5' - 0"CLOSET22/4 x 6/8R.O. 2' -6" x 6' -11"24" LINEN22/4 x 6/8R.O. 2' -6" x 6' -11"3' VANITYEQEQ5' - 0"36" GAS. F.P.45040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"SMOKEDET.CO DET.36' - 4"27' - 8"64' - 0"6' - 0"6' - 2"14' - 0"20' - 2"6' - 2"13' - 8"40' - 0"64' - 0"9' - 10"54' - 2"4' - 0"5' - 10"50' - 2"4' - 0"14' - 9"4' - 0"4' - 0"19' - 7"11' - 0"3' - 10"5' - 10"19' - 4"R & SH.R & SH.3' - 8"8' - 4"16' - 11 3/4"19' - 4 1/4"19' - 4 1/4"13' - 7 3/4"17' - 2"11' - 0"5' - 6"4' - 2"25' - 4 1/4"24' - 9 3/4"60" F.G. SHWR2-11 7/8" LVLDROPPED FLOORDRAINKNEE WALL W/ 14" SPINDLES 7' - 10"4' - 0"0' - 4"0' - 4"0' - 4"19' - 10"11' - 10"52/8 x 6/8R.O. 2' -10" x 6' -11"4' - 0"13' - 5 1/4"2' - 0"SMOKEDET.52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"FLEX ROOMUNFINISHEDFLEX ROOM #2UNFINISHED40' - 0"5' - 4 1/2"5' - 5 1/4"14' - 0"29' - 6"10' - 6"0' - 6"DECK ABOVE 6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)2x10 TRT'D JOISTS@ 16" O.C.45040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"10' - 8 1/4"16' - 6 1/2"0' - 9 1/4"12' - 0"2' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"13' - 10"LEAVE A 12" GAP IN FOOTING FOR PLUMBING SET FIREPLACE ON FLOOR 2-2x102-2x103-2x10 3-2x10 12.0' OF WALL BRACING REQUIRED, BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET 12.0' OF WALL BRACING REQUIRED, BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET 15.0' BRACED WALL REQUIRED CS-WSP2' - 6" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP4' - 0" B.W.P.52' - 0" (BRACED WALL LINE SPACING)40' - 0" (BRACED WALL LINE SPACING)12.0' BRACED WALL REQUIRED 12.0' BRACED WALL REQUIRED 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 9 1/4"0' - 2 3/4"5' - 9 1/4"0' - 2 3/4"2x60' - 2 3/4"10' - 0 1/2"0' - 2 3/4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/29/2024 4:57:20 PMSADIE COTTAGEL5, B2 -PHEASANT RUN 8TH17743 ELKWOOD COURTLAKEVILLE, MN 55044A-402OTT4433.27.24 CB1811984(528)3.28.24 CB4.3.24 CB4.10.24 CB4.29.24 CB3.22.24 CB9'-1 1/8"8'-4" POUR2795SADIE COTTAGE1/4" = 1'-0"A-4021LOWER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN 1116' x 8' O.H. GARAGE DOORGARAGEPORCH21' - 0"19' - 0"30' - 0"10' - 0"10' - 0"54' - 0"6' - 0"2' - 6"16' - 0"2' - 6"20' - 6"6' - 6"14' - 0"4' - 0"6' - 0"50' - 0"4' - 0"0' - 10"5' - 2"28' - 0"36' - 0"6' - 0"70' - 0"7' - 2"11' - 0"0' - 10"6' - 9"6' - 9"56050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"BOTTOM OF WINDOW FRAMED @ 44" A.F.F 3333650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"7' - 1 5/8"15' - 2 1/2"7' - 7 7/8"5' - 0"5' - 0"14' - 9 3/4"21' - 2 1/4"40' - 0"70' - 0"6' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOOR5/8" TYPE X GYP. BD. CEILING 1/2" GYP. BD. ON GARAGE WALLS GARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE68050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 8' -0"23636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"SEE COLUMN DETAILS SHEET A-501 MFG. ROOF TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSESPER MFG. SPACING12' - 0"8' VANITY.PRIMARY SUITEGREAT ROOMDININGKITCHENBATHFOYERCO DET.SMOKEDET.SMOKEDET.ATTICACCESSMUDRM.LAUNDRYCLOSET36" REF36" COOKTOPW/ WOODHOOD ABOVESINKDW6' - 0"24"x14" LINEN2x612/4 SHWR DR.2' - 0"EQEQ63/0 x 6/8R.O. 3' -2" x 6' -11"32/4 x 6/8 PKT95/0 x 6/8R.O. 5' -2" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"63/0 x 6/8R.O. 3' -2" x 6' -11"83/0 x 6/8 FIRE RATEDR.O. 3' -2" x 6' -10 1/4"BENCHW/ HOOKS4' - 0"4' - 6"R & SH.2'-6" VANITYR & SH.CO DET.SMOKEDET.42" WALL W/ GLASS PANEL ABOVE R & SH.R & SH.TILE SHOWER R & SH.R & SH.SINK15' - 0"6' - 6"3' - 10 3/4"10' - 7 1/4"PRIMARYCLOSET6' - 4"3' - 4"4' - 3"11' - 0"3' - 10"5' - 10"19' - 4"14' - 5"4' - 0"4' - 0"19' - 7"5' - 11 1/2"5' - 4 1/2"5' - 4"4' - 2 1/4"63/0 x 6/8R.O. 3' -2" x 6' -11"6' - 4 1/4"4' - 1 3/4"9' - 0"12' - 7"2' - 6"6' - 6 1/2"BEDROOM #263/0 x 6/8R.O. 3' -2" x 6' -11"KNEE WALL W/ 14" SPINDLES 63/0 x 6/8R.O. 3' -2" x 6' -11"BUILT-INBUILT-IN2x663/0 x 6/8R.O. 3' -2" x 6' -11"SMOKEDET.6' - 4 1/4"0' - 11"EN SUITE8' - 0"SNACK BAR OVEN/MICRO5' TUB/SHWR63/0 x 6/8R.O. 3' -2" x 6' -11"63/0 x 6/8R.O. 3' -2" x 6' -11"4' - 0"73/0 x 6/8STACK W/DCOUNTER W/BASE11' - 1"4' - 1 1/2"2' - 6"2x62' - 6"3' - 6"3' - 3"2' - 9"6' - 0"13' - 6"7' - 0"4' - 6"6' - 5"1' - 4"6' - 4 3/4"60" LINEAR ELEC. F.P.4' - 1 3/4"9' - 0"106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"29' - 4 3/4"20' - 7 1/4"DECKMFG. ROOF TRUSSESPER MFG. SPACING14' - 0"4' - 0"0' - 9"SHAMPOO SHELF SHOWER SEAT 0' - 6"10' - 6"29' - 6"2-2x10 W/2 TRIMMERS 2-2x102-2x83-2x8 CONT.2-2x10GIRDER TRUSS GIRDER TRUSS 2-2x62-2x62-2x10 W/2 TRIMMERS 2-11 7/8" LVL 2-2x102-2x102-2x10 CONT. W/2 TRIMMERS 2-2x10MFG. ROOF TRUSSESPER MFG. SPACINGGIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 3-2x63-2x63-2x625' - 0" (BRACED WALL LINE SPACING)37' - 0" (BRACED WALL LINE SPACING)6.4' BRACED WALL REQUIRED 6.4' BRACED WALL REQUIRED 11.5' BRACED WALL REQUIRED 11.5' BRACED WALL REQUIRED 11.5' BRACED WALL REQUIRED 18.6' BRACED WALL REQUIRED 48' - 0" (BRACED WALL LINE SPACING)14' - 0" (BRACED WALL LINE SPACING)40' - 0" (BRACED WALL LINE SPACING)7.5' BRACED WALL REQUIRED 5.8' BRACED WALL REQUIRED 7.5' BRACED WALL REQUIRED 19' - 0" (BRACED WALL LINE SPACING)21' - 0" (BRACED WALL LINE SPACING)7.5' BRACED WALL REQUIRED 7.5' BRACED WALL REQUIRED CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP5' - 3" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.PFH2' - 6"PFH2' - 6"CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-PF3' - 9" B.W.P.CS-PF3' - 9" B.W.P.CS-PF1' - 9" B.W.P.METHOD G.B.6' - 0" BOTH SIDES METHOD G.B.8' - 0" BOTH SIDES METHOD G.B.4' - 0" BOTH SIDES METHOD G.B.4' - 0" BOTH SIDES CS-WSP4' - 0" B.W.P.40' - 0"10' - 0"CS-WSP2' - 0" B.W.P.RAILING PRE CODE 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/29/2024 4:57:22 PMSADIE COTTAGEL5, B2 -PHEASANT RUN 8TH17743 ELKWOOD COURTLAKEVILLE, MN 55044A-403OTT4433.27.24 CB1811984(528)3.28.24 CB4.3.24 CB4.10.24 CB4.29.24 CB3.22.24 CB9'-1 1/8"8'-4" POUR2795SADIE COTTAGEFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 8" / 12"4" / 12"8" / 12"8" / 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 W/ 8:12 FASCIA LINES TO MATCH10 ROOF VENTS REQUIRED @ HOUSE 3' - 0"3 ROOF VENT REQUIRED @ GARAGE 8" / 12"8" / 12"WATER PROOF COATINGFROM GRADE TO TOPOF FOOTING6 MIL POLY V.B., OVERLAP EDGESMIN. 12" & TAPE. SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" RIGID (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" PLYWOOD SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATIONRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" RIGID (R-10)INSULATION*OUTSIDE OF CONCRETEFOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATION PROTECTION FROMUNDER SIDING TO BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS0' - 8"1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/29/2024 4:57:24 PMSADIE COTTAGEL5, B2 -PHEASANT RUN 8TH17743 ELKWOOD COURTLAKEVILLE, MN 55044A-501OTT4433.27.24 CB1811984(528)3.28.24 CB4.3.24 CB4.10.24 CB4.29.24 CB3.22.24 CB9'-1 1/8"8'-4" POUR2795SADIE COTTAGEWINDOW SCHEDULEWINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 2020 NVA1 VECTOR ENVISION SERIES 1 2' - 0" 2' - 0" 8' - 0"2 3636 NVG1 VECTOR ENVISION SERIES 1 3' - 6" 3' - 6" 7' - 2"3 3650 NVPWG/3620 NVA1 TEMP. VECTOR ENVISION SERIES 3 3' - 6" 7' - 0" 8' - 0"4 5040E NVG1 VECTOR ENVISION SERIES 2 5' - 0" 4' - 0" 6' - 10"5 6050E NVG1 VECTOR ENVISION SERIES 1 6' - 0" 5' - 0" 6' - 10"6 8050E NVGE VECTOR ENVISION SERIES 1 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #3 CARPET 148 SF 8' - 2"LOWER FLOOR CLOSET CARPET 37 SF 8' - 2"LOWER FLOOR FAMILY ROOM CARPET 655 SF 8' - 2"LOWER FLOOR FLEX ROOM CARPET 148 SF 8' - 2" UNFINISHEDLOWER FLOOR FLEX ROOM #2 CARPET 322 SF 8' - 2" UNFINISHEDLOWER FLOOR STAIRS CARPET 74 SF 8' - 2"LOWER FLOOR MECHANICAL/ STORAGE CONCRETE 148 SF 8' - 2"FINISH PER CODELOWER FLOOR BATH VINYL 54 SF 8' - 2"MAIN FLOOR BEDROOM #2 CARPET 180 SF 9' - 1 1/8"MAIN FLOOR PRIMARY CLOSET CARPET 54 SF 9' - 1 1/8"MAIN FLOOR PRIMARY SUITE CARPET 190 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 466 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 136 SF 9' - 1 1/8"MAIN FLOOR CLOSET LVP 36 SF 9' - 1 1/8"MAIN FLOOR DINING LVP 131 SF 9' - 1 1/8"MAIN FLOOR FOYER LVP 154 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM LVP 292 SF 9' - 1 1/8"MAIN FLOOR KITCHEN LVP 254 SF 9' - 1 1/8"MAIN FLOOR LAUNDRY LVP 60 SF 9' - 1 1/8"MAIN FLOOR MUDRM. LVP 59 SF 9' - 1 1/8"MAIN FLOOR BATH LVT 48 SF 9' - 1 1/8"MAIN FLOOR EN SUITE LVT 103 SF 9' - 1 1/8"MAIN FLOOR DECK TREX 103 SF 9' - 1 1/8"DOOR SCHEDULE R/O'STYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 3 2' - 6" 6' - 11"3 2/4 x 6/8 PKT 14 2/6 x 6/8 1 2' - 8" 6' - 11"5 2/8 x 6/8 4 2' - 10" 6' - 11"6 3/0 x 6/8 8 3' - 2" 6' - 11"7 3/0 x 6/8 18 3/0 x 6/8 FIRE RATED 1 3' - 2" 6' - 10 1/4"9 5/0 x 6/8 1 5' - 2" 6' - 11"10 6/0 x 6/8 SLIDER 2 6' - 0" 6' - 8"11 16' x 8' O.H. GARAGE DOOR 11/8" = 1'-0"A-5011ROOF PLAN3/8" = 1'-0"A-5012TYP. POURED WALL SECTION,1/2" = 1'-0"A-5013TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5014TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5015TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5016TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5017TYP. COLUMN3/8" = 1'-0"A-5018METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5019BEARING WALL SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-50110METHOD CS-PF - RAISED WOOD W/ OVERLAP 18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.EXTRA TRUSSES ADDED FOR PLUMBING.SHIFT TRUSSES TO AVOID PLUMBING.DO NOT OVER SPACE TRUSSES.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLANDY @ 651-688-3613OREMAIL: ANDY.HOERNEMANN@TRUSSABC.COMF1F2F2F2F2F2F3F4F4F4F5F15F5F15F5F15F5F15F5F15F6F6F7F7F7F9F18F19F17F8F11F12F12F12F12F12F13F14F14F14F16F16F6F10F1225-02-0424-09-1250-00-004-00-0030-00-0010-00-0019-04-0416-07-1236-00-006-00-008-00-004-00-0013-06-006-00-0014-00-006-06-008-00-008-00-008-00-008-00-008-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327034-AHome Owner: TOPAZ / SADIE COTTAGE / 17743 ELKWOOD CT MODELJob Name: RoofSite Address: 17743 ELKWOOD CT Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 4/8/2024Version: 8.5.3.233 <--- (6) LUS24 --->OUTSIDE OF SHEATHING TO CENTERLINE OF TRUSSSTRUCTURAL FASCIAREQUIRED AT CORNERDIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING.THE TRUSS ID DOES NOT DENOTE THE LEFTEND OF THE ROOF TRUSS ON THEPLACEMENT PLAN. USE THE LEFT END OFTHE SEALED TRUSS DRAWING AND THETRIANGLE ON THE PLACEMENT PLAN TOLOCATE THE PROPER END OF EACH ROOFTRUSS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLANDY @ 651-688-3613OREMAIL: ANDY.HOERNEMANN@TRUSSABC.COMLOLO1A8A7A6A5A4AAAAAAAAAAA1A1A1A2A2JJJJJJJJJJJGA3C2C1CCCCCE4E3E2E1E1E1EEECTJ2J1J1HREJ1EJSJ1SJJ1J1CCG1CGCJ4CJ3CJ6CJ5CJ4CJ3CJ2CJ1V1FV2FP3P2PPPPPPPPPPPPPP128-00-0036-00-0021-00-00 5-06-00 13-06-004-00-0050-00-0010-00-004-10-00 5-02-0010-00-0030-00-006-00-002-00-0018-01-04Customer: Lyman Lumber - ChanhassenJob Number: 327034-AHome Owner: TOPAZ / SADIE COTTAGE / 17743 ELKWOOD CT MODELJob Name: RoofSite Address: 17743 ELKWOOD CT Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 4/8/2024Version: 8.5.3.233 !! " " # $ %% %%%%% !! &%%% % % ’% ( ))!*("))!!+,,!("!! !-"!"!(+)() !*!""-"")! - , . . !. ( (% ( ( ($ . . . "%%/!%0 *$!*) %!)% "()$$0 1$%2$ . !"$)"%00+!+()$$% %0%" 1$%2 %%" %%%" %0$ ’% %( ’% ( ’% ( % 12/1!2 !! %/ / " $%$$%%% %% % %% % %0 0 %%%$%00 $ %%0 0 12/1!2 ! / " 12/1!2 ! %/ " 12/1!2 ! %/ " 12/1!2 ! %/ " 12/1!2 !! /* %/ " .+!. %/ & 12/1!2 ! %/ " .+!. %/ & 12/1!2 ! %/ " .!+!. %/ & 12/1!2 ! !%/% %/ "*.!-*.!-%/ & "+ / " %0 %% % / " %"!12 ))!*("))!!+,,!("!! !-"!"!(+)() !*!""-"")! - , . . !. ( (% ( ( ($ . . . "%%/!%0 *$!*) %!)% "()$$0 1$%2$ . !"$)"%00+!+()$$%0%" 1$%2 %%" %%%" %0$ ’ 33 "4 " !* *(*.!-*.!-*( % $ $$$ % %/ % / % % %/ % / (--% % $( $/ / / + %0 % %% % $%$$%0$ 00%$ %%$% !+!!0%/ & "+ / " $ %/ %/ $%+ $ %/ %/ $ %/ %/ * *4 %$%$$% +"( / " %"!12 %/,& $( $/ %% % % / %/ $ %/ %/ ))!*("))!!+,,!("!! !-"!"!(+)() !*!""-"")! - , . . !. ( (% ( ( ($ . . . "%%/!%0 *$!*) %!)% "()$$0 1$%2$ . !"$)"%00+!+()$$% %0%" 1$%2 %%" %%%" %0$ ’% ! [||] [||][]||||||[[[[[] []||[]3 - 2x10 TRTD 3 - 2x10 3 - 2x10 2 - 2x10 2 - 11-7/8" LVL 2 - 2x10 *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** / %$% % % $$%% 0% 0% $ $( /$ " !! & $(! %( /0 0$$%%000$$%% ") ! $*" %"! ! $( /$ %%( %/% % ( / 0 % $%( + " + + + !! "( + ! %/%/ %! %-- / %/ %/ + $/ $%/ % %/ % / / %/ / %/ " !+ % ( + %!! "( ! +$ 0 $$0$%$%$% / %/ %0% %"4 % / %/ +!! / %/ " " %/ / %/ + +"($"! / %/ / %/ 0 / +! ! "%% %/ % % 0 $ / / %%0+ ’ ))!*("))!!+,,!("!! !-"!"!(+)() !*!""-"")! - , . . !. ( (% ( ( ($ . . . "%%/!%0 *$!*) %!)% "()$$0 1$%2$ . !"$)"%00+!+()$$%0%" 1$%2 %%" %%%" %0$ *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** 3-2x6 3-2x6 3-2x6 2-2x6 2-2x6 3-2x6 Girder Truss Girder TrussGirder TrussGirder Truss 2 - 2x10 2 - 2x10 Cont. 2 Trimmers 2 - 2x10 2 - 2x102 - 11-7/8" LVL 2 - 2x102 Trimmers2 - 2x10 3 - 2x8 Cont.2 - 2x82 - 2x102 - 2x102 Trimmers %%%% (%+ &.% !.% (-&0( -& %% ! (")( % (+ %" " %/ ! !+ 1 $2 !& ")"! "( 1 !-"2 + &, "(! ( ! "!% (" %" (" 12/1!2 ! %/ " %! )( !( $"$"( ! (% ( (!! & ! $4 %! &% ( "! ! %/ " %/ & !% , % %1 2 3 ! "! $ & (")( % (+ %" " %/ *! %/ ! .!+!. %/ & 12/1!2 ! !%/ %/ " + &, $ & %" 1 2 !+ ! ! ! (")( % (+ %" " %/ *! %/ ! !+ .+!. %/ & 12/1!2 ! %/ " + &, "1 $2 !& ")"! "( "(! %" 1 2 "! $ & 3! " %/ ! "1 $2 !& ")"! "( 1 !-"2 ( ! " (" %" %/ & !% %" , % *" 1 2 $") )- ! ! !! )( !( (+1-2 ! % " %/ ! "1 $2 !& ")"! "( 1 !-"2 " (" %" %/ & !% %") , % *" 1 2 $") ")- ! ! !! ( ! %/ %/ %/& (! / !1%2! 5+& ! " % 1 2 ) (" "+! %! ! - "%/ 1+,+2 ",+ "$%$121%2 "! (1" 2 ( # %*%!" " 12$" ! %*%* ! ) 4"" "$ 1%2%" !1" 2 " %$ "%/( !+! !5 (#"* 1)"+2 ,+ " % " ! 5(#"* ! *) "*!%*!*! 1"!2 %! " %/ & "+ / " + &, (( (")( % (+ %" " $ & ))!*("))!!+,,!("!! !-"!"!(+)() !*!""-"")! - , . . !. ( (% ( ( ($ . . . "%%/!%0 *$!*) %!)% "()$$0 1$%2$ . !"$)"%00+!+()$$$ %0%" 1$%2 %%" %%%" %0$ !! !!+ ! %%( ( ( % % % ( ( ( 0 % $(! %( ( ( 0 $( ( ( % $ $ $( ( ( $ $( ( ( $ ! 0 % ! * % ! *4% %% % ! "$ % ! "4 % ! $$ % ! 0 % ! % + " "4% $ %% + %$ $ $ + # ! %! % %/ % %/ + % / % $ %/ % / % 0 / / % $/ $% / % / ’$ ’$ %!)%’$ !+ %’$ + %’$ $! %’$ ! %’$ 0 ’$ !! %’$ "! "( "" %"() " " ( 1 !2 (" " !!! %"! " ! !! ,, " " " %* !( " ! !"!( "! "" "( "! - ( .(. Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-15 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's X " round duct OR 7" flex " metal duct ML19307016B Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 2.550 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 195 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): 32089Residential Load Calculation SEER /EER Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 14 Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX030P Model Heating System Natural Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.32 Describe other insulated areas Fiberglass, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.27 Appliances Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 59231 Heating Gain Cooling Load 98 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.4/17/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville17743 Elkwood Court BC730925 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 2.5 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Builders Associaton of Minnesota version 101014 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. 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 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “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)