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HomeMy WebLinkAboutLA227002 - 18331 Gibbon 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 FLOOR997.1'MAIN PLATE1007.2'MAIN PLATE1007.2'T.O. FOUNDATION995.4'T.O. FOUNDATION995.4'MAIN PLATE HEIGHT10' - 1 1/8"GARAGE PLATE HEIGHT11' - 9 3/8"ALUMINUM SOFFIT & FASCIA TYP.VINYL SHAKES TYP.6" SMARTSIDETRIM TYP. @ FRONTVINYL BOARD & BATTENTYP. @ FRONT 3' - 6"CULTURED STONE W/ CONCRETE CAPSEE COLUMNDETAIL, A-501ADDRESSSTONE6x6 24"CORBEL8" SMARTSIDE TRIM8" 12"6" BUMPED OUT FAUX LOUVER 66" x 22" W/ 6" CORBELS TYP.6" SMARTSIDE FRIEZE BOARD TYP @ FRONT8" SMARTSIDE TRIM3' - 6"8" 12"8" / 12"BOULDER RETAINING WALL BY OTHERS AS REQUIRED 24" RETURNSTYPICAL8" / 12"8" / 12"8" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING & CORNERS @ SIDES & REAR 8" 12"8" / 12"8" 12"24" RETURNSTYPICAL8" / 12"8" / 12"8" / 12"8" 12"BOULDER RETAINING WALL BY OTHERS AS REQUIRED RAILING PERCODE0' - 5 1/2"2' - 0"6x6 0' - 5 1/4"0' - 5 1/4"FRONT VIEWSIDE VIEW 0' - 2 1/8"R 4' - 9 13/16"0' - 5 1/2"0' - 5 1/2"6x60' - 5 1/2"FRONT VIEWSIDE VIEW 0' - 2"0' - 3 1/2"0' - 3 1/2"0' - 5 1/2"R 0' - 2"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. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN8/16/2024 2:03:40 PMTHE ADBI RESIDENCEL11, B2 -GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-201OTT4287.12.24 CB20881159(389)7.15.24 CB8.2.24 CB8.7.24 CB8.16.24 DB1.19.24 CB10'-1 1/8"9'-0" POUR3247THE C.J. XL1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-501 SECTIONS - ROOF PLAN1/2" = 1'-0"A-2015CORBEL DETAIL - 6x243/4" = 1'-0"A-2016CORBEL DETAIL - 6x6Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode08/28/2024jnuetzmanSecure door closed until deck isconstructed with a separate permit. 21' - 10"11' - 0"30' - 2"32' - 10"7' - 7"11' - 6 1/4"4' - 1 1/2"16' - 11 1/4"17' - 3 1/4"3' - 11 1/2"2' - 4 1/4"5' - 1"31' - 4"0' - 4"0' - 4"13' - 10"9' - 10"2' - 9 1/2"16' - 3" M.O.2' - 9 1/2"1' - 4 1/2"8' - 3" M.O.1' - 4 1/2"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIREDSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.63' - 0"60' - 0"13' - 10"46' - 2"7' - 0"6' - 10"35' - 2"5' - 0"6' - 0"60' - 0"24' - 6"35' - 6"2' - 0"22' - 6"29' - 6"6' - 0"63' - 0"60' - 0"3' - 0"17' - 0"17' - 0"11' - 0"15' - 0"29' - 0"30' - 4"* ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION: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.: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 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.31' - 0"11' - 11 1/4"1' - 0"22' - 2 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY4' - 9 1/4"12' - 2 3/4"9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.VERIFY DIM. ON SITE5' - 0"VERIFY DIMENSION ON SITE17' - 6"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.VERIFY DIMENSION ON SITE15' - 2"VERIFY DIMENSION ON SITE15' - 0"BOULDER RETAINING WALL BY OTHERS AS REQUIRED 7'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.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. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN8/16/2024 2:03:42 PMTHE ADBI RESIDENCEL11, B2 -GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-401OTT4287.12.24 CB20881159(389)7.15.24 CB8.2.24 CB8.7.24 CB8.16.24 DB1.19.24 CB10'-1 1/8"9'-0" POUR3247THE C.J. XL1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. RAILINGEXERCISE /OFFICEUNFINISHED12/6 x 6/8R.O. 2' -8" x 6' -11"12/6 x 6/8R.O. 2' -8" x 6' -11"65040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"HALLCLOSET42/8 x 6/8R.O. 2' -10" x 6' -11"MECHANICAL/ STORAGEW. H.FURNACEF. D.SUMP36" GAS. F.P.FAMILYROOM106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"8' - 2"6' - 10"5' - 6"5' - 6"8' - 0"9' - 0"8' - 6"8' - 6"13' - 10"46' - 2"7' - 0"6' - 10"35' - 2"5' - 0"6' - 0"0' - 4"13' - 10"9' - 10"24' - 6"35' - 6"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG SPACINGSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIREDSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED8' - 6"10' - 10"3' - 8"17' - 2"37' - 4"1' - 8"3' - 6"17' - 6"3-11 7/8" LSL 10' - 0"5' - 4 1/4"5' - 6"4' - 9 1/2"13' - 4 3/4"4' - 5 1/4"5' - 0"13' - 6"2' - 0"SET FIREPLACE 12" A.F.F60' - 0"3' - 0"17' - 0"17' - 0"11' - 0"15' - 0"65040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"CLOSET5' - 7 3/4"7' - 9"BATH9' - 5"5' - 6 1/2"R & SH.R & SH.BEDROOM #4BEDROOM #56' VANITY10' - 0"3' - 0"8' - 0"PATIOROUGH IN FOR FUTURE WET BARTILESHOWERCURB2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.60' - 0"2' - 0"22' - 6"29' - 6"6' - 0"60' - 0"12/6 x 6/8R.O. 2' -8" x 6' -11"12/6 x 6/8R.O. 2' -8" x 6' -11"5' - 2"17' - 6"16' - 11 1/4"13' - 4 3/4"2x642" WALL W/GLASS PANEL ABOVE 2' - 6"0' - 4"29' - 0"30' - 4"63' - 0"30' - 2"32' - 10"21' - 10"11' - 0"2' - 9 1/2"16' - 3" M.O.2' - 9 1/2"1' - 4 1/2"8' - 3" M.O.1' - 4 1/2"*ALL DIMENSIONS ARE TOOUTSIDE OF CONCRETE/ SHEATHING2-ZONE HEATING W/MECHANICAL DAMPERS 63' - 0"12/6 x 6/8R.O. 2' -8" x 6' -11"AIR EX.4' - 8 3/4"3' - 0 1/4"4' - 5 1/4"12' - 6"EQEQ5' - 0"12' - 11 1/4"22' - 2 3/4"EQEQ88040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"31' - 0"42/8 x 6/8R.O. 2' -10" x 6' -11"UNEXCAVATED UNEXCAVATED 2-2x10FRAME FOR FUTURE DOOR 2-2x103-9 1/2" LSL 3-TRIMMERS 2-9 1/2" LSL W/ 3 TRIMMERS EA. SIDE 2-2x102-2x10BOULDER RETAINING WALL BY OTHERS AS REQUIRED STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIREDTHE 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. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN8/16/2024 2:03:44 PMTHE ADBI RESIDENCEL11, B2 -GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-402OTT4287.12.24 CB20881159(389)7.15.24 CB8.2.24 CB8.7.24 CB8.16.24 DB1.19.24 CB10'-1 1/8"9'-0" POUR3247THE C.J. XL1/4" = 1'-0"A-4021LOWER FLOOR PLANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).33.75(3) 2x10(2) 2x10 11' - 0"21' - 10"22/6 x 8/0R.O. 2' -8" x 8' -3"52/8 x 6/8R.O. 2' -10" x 6' -10 1/4"L.T.DRYERWASHER6' VANITY22/6 x 8/0R.O. 2' -8" x 8' -3"PRIMARY SUITE12" BOX VAULTPRIMARYBATHCLOSETBEDROOM #2FOYERMUD RM.LAUNDRYSINKDW36" REFGREAT ROOMCATHEDRAL VAULTDINETTEKITCHEN14' - 0"GARAGE16' x 8' INSULATED O.H.GARAGE DOOR138' x 8' O.H. GARAGE DOORINSULATED111' - 6"8' - 0"1' - 6"2' - 11"16' - 0"2' - 11"PORCH3/0 x 8/0OPG.7HOOKS98050E NVGER.O. 8' -0" x 5' -0"H.H. 8' -0"12036 NVH1R.O. 2' -0" x 3' -6"H.H. 8' -0"32' - 10"30' - 2"4' - 0"8' - 0"4' - 0"3' - 6"62/8 x 8/0 PKTR.O. 5' -6" x 8' -3"94/0 x 8/0R.O. 4' -2" x 8' -3"R & SH.RECESSMISSION RAILING7' - 10 1/4"7' - 1 3/4"5' - 6"5' - 6"7' - 10"9' - 2"11' - 0"6' - 0"9' - 4"12' - 2"9' - 2"10' - 1 3/4"17' - 6"18' - 6 3/4"11' - 5 1/4"9' - 7 3/4"4' - 7"5' - 3 3/4"9' - 8"3' - 6"17' - 6"20' - 10"10' - 10"8' - 4"10' - 7"3' - 8"8' - 11"CO DET.CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.4" CONCRETE SLAB, SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. CEILING 1/2" GYP. BD. ON GARAGE WALLS GARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISEATTICACCESSSEE COLUMNDETAIL, A-5012-9 1/2" LSL3-2x102-9 1/2" LSL62/8 x 8/0 PKTR.O. 5' -6" x 8' -3"TYP.2' - 0"4:1236" GAS COOKTOPW/ WOOD HOODDBL OVENW/ MICRO7' - 6"16" SH.22/6 x 8/0R.O. 2' -8" x 8' -3"PANTRY2' - 4"2' - 0"3' - 10"2' - 6"8' - 8"R & SH.-SET FIREPLACE 18"ABOVE FINISHED FLOORW/ TV ABOVEFLAT PANEL63' - 0"60' - 0"3' - 0"14' - 0"46' - 0"2' - 0"22' - 6"29' - 6"6' - 0"24' - 6"35' - 6"17' - 0"17' - 0"11' - 0"15' - 0"4:1222/6 x 8/0R.O. 2' -8" x 8' -3"BATH22/6 x 8/0R.O. 2' -8" x 8' -3"48" F.G. SHWRW/ TILE WALLS2'-6" VANITYBENCH W/HOOK STRIPINSULATE GARAGE WALLS AND CEILINGTILESHOWERCURB78" LINEAR ELEC. F.P.44050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"44050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"3' - 6"2' - 6"3' - 6"2' - 6"22/6 x 8/0R.O. 2' -8" x 8' -3"SMOKEDET.63' - 0"60' - 0"10' - 0"29' - 4"30' - 0"60' - 0"7' - 0"7' - 0"35' - 0"5' - 0"6' - 0"GRAB BARS 42" LONG 36" FROMFLOOR TO TOP OF BAR, 12" ORLESS FROM CORNER TO BARPER CODEGRAB BARS36" LONG, 36" FROM FLOORTO TOP OF BAR PER CODE5' - 0"18" BUILT INS18" BUILT INSEQEQ2' - 0"129/0 x 6/8 SLIDER W/ 12"TRANSOMR.O. 9' -0" x 7' -8"42" WALL W/ GLASS PANEL ABOVE 2' - 4"27' - 0"8' - 5"6' - 0 1/2"0' - 11 1/2"14' - 7"5' x 3' SOAK TUBW/ TILE DECK4' - 1"3' - 5 1/4"7' - 10"2x611' - 8 1/2"2' - 0"3' - 7 3/4"3' - 3"2' - 6 1/4"7' - 11 1/4"3' - 9 1/2"HALLROUGH-INHEATER54824 PICR.O. 4' -0" x 2' -0"H.H. 8' -0"334050 NVPWG/4020 NVA1 TEMP.R.O. 4' -0" x 7' -0"H.H. 8' -0"3RAINSHOWERHEAD1' - 0"16' - 4"8' - 0"4' - 10"12' - 8"4' - 8 1/4"R & SH.R & SH.7' - 3"4' - 7"75050E NVG1R.O. 5' -0" x 5' -0"H.H. 8' -0"22/6 x 8/0R.O. 2' -8" x 8' -3"22/6 x 8/0R.O. 2' -8" x 8' -3"24" LINEN18" LINEN3'-6" VANITY3'-6" VANITY22/6 x 8/0R.O. 2' -8" x 8' -3"5' TUB/SHWRW/ TILE WALLS22/6 x 8/0R.O. 2' -8" x 8' -3"CLOSETCLOSET3' - 0 1/2"2' - 11 3/4"DOUBLE FRAME 4' - 2"3' - 11"7' - 3 1/4"3' - 0 1/2"32/6 x 8/0 PKTR.O. 5' -2" x 8' -3"32/6 x 8/0 PKTR.O. 5' -2" x 8' -3"J&J BATHBEDROOM #383/0 x 8/0 W/ 2-12" D.S. S.L.'SFIBERGLASS23050 NVH2R.O. 6' -0" x 5' -0"H.H. 8' -0"30' - 8"16' - 5"18' - 7"6' - 0"1' - 0"2x622/6 x 8/0R.O. 2' -8" x 8' -3"6" RISER HEIGHT +/-6" RISER HEIGHT +/-LANDING RAILING BOTH SIDES 2-2x102-2x122-11 7/8" LSL3-2x83-2x102-2x102-TRIMMERS 2-2x102-2x102-2x102-2x102-2x10GIRDER TRUSS 5' - 0"GIRDER TRUSS GIRDER TRUSS CANT. ROOF TRUSSES ABOVEMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.RAILING PERCODE1/4" = 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. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN8/16/2024 2:03:46 PMTHE ADBI RESIDENCEL11, B2 -GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-403OTT4287.12.24 CB20881159(389)7.15.24 CB8.2.24 CB8.7.24 CB8.16.24 DB1.19.24 CB10'-1 1/8"9'-0" POUR3247THE C.J. XLFANFANFANFANTop & BottomConnections3.23.83.55555PFHPFHTop of WallConnectionsTemper glasswithin 60" ofbottom stair tread.Temper glasswithin 60" ofbottom stair tread.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 2x6 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 CODESTANDARD ENERGY HEELS @ 8:121' -6" OVERHANGS & 1'-0" RAKES TYP.10 ROOF VENTS REQUIRED @ HOUSE 8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4 ROOF VENTS REQUIRED @ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4' - 6"1' - 6"ANCHOR 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 PLANSANCHOR 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. INSULATION1/12" 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 FOUNDATIONWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCKANCHOR 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 SHEATHING2" RIGID INSULATION3 1/2" CONCRETE SLAB W/IN-FLOOR HEATWATER PROOF COATINGFROM GRADE TO TOPOF FOOTING6 MIL POLY V.B., OVERLAP EDGESMIN. 12" & TAPE. SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCKANCHOR 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' - 10"MAIN FLOOR PLATE HEIGHT10' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.9'-0"(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 FOOTINGS3 1/2" CONCRETE SLAB W/IN-FLOOR HEAT6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCKANCHOR 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 SEALER3 1/2" CONCRETE SLAB1' - 5"0' - 9 1/2"2x6 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 6"FRAMING4x4 POST3' - 0"1' - 10"1' - 8"1' - 4"1' - 2"1' - 10"1' - 4"1/2" = 1'-0"A-5013BEARING WALL SECTIONTHE 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. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN8/16/2024 2:03:48 PMTHE ADBI RESIDENCEL11, B2 -GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-501OTT4287.12.24 CB20881159(389)7.15.24 CB8.2.24 CB8.7.24 CB8.16.24 DB1.19.24 CB10'-1 1/8"9'-0" POUR3247THE C.J. XL1/8" = 1'-0"A-5015ROOF PLAN3" 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:1/2" = 1'-0"A-5012TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5014TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5017TYP. LOOKOUT SECTION3/8" = 1'-0"A-5018TYP. POURED WALL SECTION1/2" = 1'-0"A-5019TYP. WALKOUT SECTIONROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE 445 SF 8' - 10"LOWER FLOOR EXERCISE / OFFICE 335 SF 8' - 10" UNFINISHEDLOWER FLOOR PATIO CONCRETE 80 SF 9' - 1 1/8"LOWER FLOOR BATH FINISHED 99 SF 8' - 10" .LOWER FLOOR BEDROOM #4 FINISHED 151 SF 8' - 10" .LOWER FLOOR BEDROOM #5 FINISHED 168 SF 8' - 10" .LOWER FLOOR CLOSET FINISHED 36 SF 8' - 10" .LOWER FLOOR CLOSET FINISHED 25 SF 8' - 10" .LOWER FLOOR FAMILY ROOM FINISHED 488 SF 8' - 10" .LOWER FLOOR HALL FINISHED 63 SF 8' - 8 1/2" .MAIN FLOOR BATH 37 SF 9' - 1 1/8"MAIN FLOOR CLOSET 29 SF 10' - 1 1/8"MAIN FLOOR CLOSET 53 SF 10' - 1 1/8"MAIN FLOOR HALL 34 SF 8' - 0"MAIN FLOOR PANTRY 21 SF 10' - 1 1/8"MAIN FLOOR GARAGE . 726 SF 8' - 4 7/8" .MAIN FLOOR BEDROOM #2 CARPET 157 SF 10' - 1 1/8" .MAIN FLOOR BEDROOM #3 CARPET 162 SF 10' - 1 1/8" .MAIN FLOOR CLOSET CARPET 56 SF 10' - 1 1/8" .MAIN FLOOR PRIMARY SUITE CARPET 205 SF 10' - 1 1/8" 12" BOX VAULTMAIN FLOOR PORCH CONCRETE 203 SF 10' - 1 1/8" .MAIN FLOOR PRIMARY BATH TILE 124 SF 10' - 1 1/8" .MAIN FLOOR J&J BATH VINYL 111 SF 10' - 1 1/8" .MAIN FLOOR LAUNDRY VINYL 59 SF 10' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 46 SF 10' - 1 1/8" .MAIN FLOOR DINETTE WOOD 166 SF 10' - 1 1/8" .MAIN FLOOR FOYER WOOD 180 SF 10' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 218 SF 10' - 1 1/8" CATHEDRAL VAULTMAIN FLOOR KITCHEN WOOD 192 SF 10' - 1 1/8" .WINDOW SCHEDULEWINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 2036 NVH1 VECTOR ENVISION SERIES 1 2' - 0" 3' - 6" 8' - 0"2 3050 NVH2 VECTOR ENVISION SERIES 1 6' - 0" 5' - 0" 8' - 0"3 4050 NVPWG/4020 NVA1 TEMP. VECTOR ENVISION SERIES 3 4' - 0" 7' - 0" 8' - 0"4 4050E NVG1 VECTOR ENVISION SERIES 2 4' - 0" 5' - 0" 8' - 0"5 4824 PIC VECTOR ENVISION SERIES 1 4' - 0" 2' - 0" 8' - 0"6 5040E NVG1 VECTOR ENVISION SERIES 2 5' - 0" 4' - 0" 6' - 10"7 5050E NVG1 VECTOR ENVISION SERIES 1 5' - 0" 5' - 0" 8' - 0"8 8040E NVGE VECTOR ENVISION SERIES 1 8' - 0" 4' - 0" 6' - 10"9 8050E NVGE VECTOR ENVISION SERIES 1 8' - 0" 5' - 0" 8' - 0"1/2" = 1'-0"A-5011TYP. COLUMNDOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/6 x 6/8 6 2' - 8" 6' - 11" VARIES2 2/6 x 8/0 11 2' - 8" 8' - 3"3 2/6 x 8/0 PKT 2 5' - 2" 8' - 3"4 2/8 x 6/8 2 2' - 10" 6' - 11"5 2/8 x 6/8 1 2' - 10" 6' - 10 1/4"6 2/8 x 8/0 PKT 2 5' - 6" 8' - 3"7 3/0 x 8/0 OPG. 18 3/0 x 8/0 W/ 2-12" D.S. S.L.'S FIBERGLASS 19 4/0 x 8/0 1 4' - 2" 8' - 3"10 6/0 x 6/8 SLIDER 1 6' - 0" 6' - 8"11 8' x 8' O.H. GARAGE DOOR INSULATED 112 9/0 x 6/8 SLIDER W/ 12" TRANSOM 1 9' - 0" 7' - 8"13 16' x 8' INSULATED O.H. GARAGE DOOR 1 MAIN FLOORMAIN FLOOR 1' - 8 1/4"1' - 8 1/4" MAIN PLATEMAIN PLATE 11' - 9 3/8"11' - 9 3/8" MAIN PLATEMAIN PLATE 11' - 9 3/8"11' - 9 3/8" T.O. FOUNDATIONT.O. FOUNDATION 0' - 0"0' - 0" T.O. FOUNDATIONT.O. FOUNDATION 0' - 0"0' - 0"MAIN PLATE HEIGHT10' - 1 1/8"GARAGE PLATE HEIGHT11' - 9 3/8"ALUMINUM SOFFIT & FASCIA TYP. VINYL SHAKES TYP. 6" SMARTSIDE TRIM TYP. @ FRONT VINYL BOARD & BATTEN TYP. @ FRONT 3' - 6"CULTURED STONE W/ CONCRETE CAP SEE COLUMN DETAIL, A-501 ADDRESS STONE 6x6 24" CORBEL 8" SMARTSIDE TRIM 8" 12" 6" BUMPED OUT FAUX LOUVER 66" x 22" W/ 6" CORBELS TYP. 6" SMARTSIDE FRIEZE BOARD TYP @ FRONT 8" SMARTSIDE TRIM 3' - 6"8" 12"8" / 12"24" RETURNS TYPICAL8" / 12"8" / 12"8" 12" ALUMINUM SOFFIT & FASCIA TYP. VINYL SIDING & CORNERS @ SIDES & REAR 8" 12"8" / 12"8" / 12"8" 12" 24" RETURNS TYPICAL 8" / 12"8" / 12"8" / 12"8" 12" 0' - 5 1/2"2' - 0"6x6 0' - 5 1/4"0' - 5 1/4"FRONT VIEWSIDE VIEW 0' - 2 1/8" R 4' - 9 13/16" 0' - 5 1/2"0' - 5 1/2"6x6 0' - 5 1/2" FRONT VIEWSIDE VIEW 0' - 2"0' - 3 1/2"0' - 3 1/2"0' - 5 1/2"R 0' - 2" 1/4" = 1'-0"A-201 1FRONT ELEVATION 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 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 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.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.PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONDATEDATE FINISHED SQUARE FEETFINISHED SQUARE FEET PROJECTPROJECT SHEETSHEET UPPER: MAIN: LOWER: RELEASED REV. 6 REV. 7 REV. 8 REV. 9 REV. 10 PLATE HEIGHTSPLATE HEIGHTS UPPER: MAIN: POUR: UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERSUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION 3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM TOTAL: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (218) 232-6031 MARKA.DESIGN 7/15/2024 3:10:59 PMTHE ADBI RESIDENCEL11, B2 - GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-201 OTT428 7.12.24 CB 2088 1159(389) 7.15.24 CB 1.19.24 CB 10'-1 1/8" 9'-0" POUR 3247 THE C.J. XL 1/8" = 1'-0"A-201 2LEFT ELEVATION 1/8" = 1'-0"A-201 3REAR ELEVATION 1/8" = 1'-0"A-201 4 RIGHT ELEVATION SHEET INDEX SHEET NUMBER SHEET NAME A-201 ELEVATIONS A-401 FOUNDATION A-402 LOWER FLOOR A-403 MAIN FLOOR A-501 SECTIONS - ROOF PLAN 1/2" = 1'-0"A-201 5CORBEL DETAIL - 6x24 3/4" = 1'-0"A-201 6CORBEL DETAIL - 6x6 21' - 10"11' - 0" 30' - 2"32' - 10"7' - 7"11' - 6 1/4"4' - 1 1/2"16' - 11 1/4"17' - 3 1/4"3' - 11 1/2" 2' - 4 1/4" 5' - 1"31' - 4"0' - 4"0' - 4"13' - 10"9' - 10"2' - 9 1/2"16' - 3" M.O.2' - 9 1/2" 1' - 4 1/2" 8' - 3" M.O. 1' - 4 1/2"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIREDSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED9'-0"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 20" x 8" CONCRETE FTG'S. REBAR PER CODE. 9'-0"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 20" x 8" CONCRETE FTG'S. REBAR PER CODE. 2x6 STUDS @ 16" O.C. ON HALF-HIGH 6" BLOCK ON 16" x 8" CONCRETE FTG'S. REBAR PER CODE. 9'-0"(H) x 10"(W) POURED CONCRETE FOUND. WALL W/ 4" x 8" EXTERIOR LEDGE ON 20" x 8" CONCRETE FTG'S. REBAR PER CODE. 8'-4"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 16" x 8" CONCRETE FTG'S. REBAR PER CODE. 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL W/ 2" x 8" INTERIOR LEDGE ON 16" x 8" CONCRETE FTG'S. REBAR PER CODE. 63' - 0"60' - 0"13' - 10"46' - 2"7' - 0"6' - 10"35' - 2"5' - 0"6' - 0"60' - 0"24' - 6"35' - 6"2' - 0"22' - 6"29' - 6"6' - 0"63' - 0" 60' - 0"3' - 0" 17' - 0"17' - 0"11' - 0"15' - 0" 29' - 0"30' - 4"* ALL DIMENSIONS ARE* ALL DIMENSIONS ARE TO EXTERIOR OFTO EXTERIOR OF CONCRETE, NOT INSULATIONCONCRETE, NOT INSULATION :WALKOUT WALL: 2x6 STUDS @ 16" O.C. ON 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL W/ 2" x 4" INT. LEDGE ON 20" x 8" CONCRETE FTG'S. REBAR PER CODE. :LOOKOUT WALL: 2x6 STUDS @ 16" O.C. ON 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 20" x 8" CONCRETE FTG. REBAR PER CODE :LOOKOUT WALL: 2x6 STUDS @ 16" O.C. ON 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 20" x 8" CONCRETE FTG. REBAR PER CODE :WALKOUT WALL: 2x6 STUDS @ 16" O.C. ON 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL W/ 2" x 4" INT. LEDGE ON 20" x 8" CONCRETE FTG'S. REBAR PER CODE. 31' - 0"11' - 11 1/4"1' - 0"22' - 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 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 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.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.PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONDATEDATE FINISHED SQUARE FEETFINISHED SQUARE FEET PROJECTPROJECT SHEETSHEET UPPER: MAIN: LOWER: RELEASED REV. 6 REV. 7 REV. 8 REV. 9 REV. 10 PLATE HEIGHTSPLATE HEIGHTS UPPER: MAIN: POUR: UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERSUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION 3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM TOTAL: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (218) 232-6031 MARKA.DESIGN 7/15/2024 3:11:04 PMTHE ADBI RESIDENCEL11, B2 - GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-401 OTT428 7.12.24 CB 2088 1159(389) 7.15.24 CB 1.19.24 CB 10'-1 1/8" 9'-0" POUR 3247 THE C.J. XL 1/4" = 1'-0"A-401 1FOUNDATION PLAN RAILING EXERCISE /EXERCISE / OFFICEOFFICE UNFINISHED 1 2/6 x 6/8 R.O. 2' - 8" x 6' - 11"1 2/6 x 6/8 R.O. 2' - 8" x 6' - 11" 6 5040E NVG1 R.O. 5' - 0" x 4' - 0" H.H. 6' - 10" HALLHALL CLOSETCLOSET 4 2/8 x 6/8 R.O. 2' - 10" x 6' - 11" MECHANICALMECHANICAL / STORAGE/ STORAGE W. H.FURNACE F. D. SUMP 36" GAS. F.P.FAMILYFAMILY ROOMROOM 10 6/0 x 6/8 SLIDER R.O. 6' - 0" x 6' - 8" 8' - 2"6' - 10"5' - 6"5' - 6"8' - 0"9' - 0"8' - 6"8' - 6"13' - 10"46' - 2"7' - 0"6' - 10"35' - 2"5' - 0"6' - 0"0' - 4"13' - 10"9' - 10"24' - 6"29' - 6"6' - 0"CO DET. SMOKE DET. SMOKE DET. SMOKE DET.18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG SPACINGSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIREDSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED8' - 6"10' - 10"3' - 8"17' - 2"37' - 4"1' - 8"3' - 6"17' - 6" 2-14" OR 3-11 7/8" LVL 10' - 0"5' - 4 1/4"5' - 6"4' - 9 1/2"13' - 4 3/4"4' - 5 1/4"5' - 0"13' - 6"2' - 0" SET FIREPLACE 12" A.F.F 60' - 0"3' - 0" 17' - 0"17' - 0"11' - 0"15' - 0" 6 5040E NVG1 R.O. 5' - 0" x 4' - 0" H.H. 6' - 10" CLOSETCLOSET 5' - 7 3/4"7' - 9"BATHBATH 9' - 5"5' - 6 1/2" R & SH. R & SH. BEDROOM #4BEDROOM #4 BEDROOM #5BEDROOM #5 6' VANITY 10' - 0"3' - 0"8' - 0"PATIOPATIO ROUGH IN FOR FUTURE WET BAR TILE SHOWERCURB 2x6 STUDS @ 16" O.C. ON HALF-HIGH 6" BLOCK ON 16" x 8" CONCRETE FTG'S. REBAR PER CODE.60' - 0"2' - 0"22' - 6"60' - 0"1 2/6 x 6/8 R.O. 2' - 8" x 6' - 11" 1 2/6 x 6/8 R.O. 2' - 8" x 6' - 11" 5' - 2"17' - 6"16' - 11 1/4"13' - 4 3/4"2x6 42" WALL W/ GLASS PANEL ABOVE 2' - 6" 0' - 4" 29' - 0"30' - 4"63' - 0" 30' - 2"32' - 10" 21' - 10"11' - 0" 2' - 9 1/2"16' - 3" M.O.2' - 9 1/2" 1' - 4 1/2" 8' - 3" M.O. 1' - 4 1/2" *ALL DIMENSIONS ARE TO*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHINGOUTSIDE OF CONCRETE/ SHEATHING 2-ZONE HEATING W/2-ZONE HEATING W/ MECHANICAL DAMPERS MECHANICAL DAMPERS 63' - 0" 1 2/6 x 6/8 R.O. 2' - 8" x 6' - 11" AIR EX.4' - 8 3/4"3' - 0 1/4"4' - 5 1/4"12' - 6"EQEQ5' - 0"12' - 11 1/4"22' - 2 3/4"EQEQ8 8040E NVGE R.O. 8' - 0" x 4' - 0" H.H. 6' - 10" 31' - 0" 4 2/8 x 6/8 R.O. 2' - 10" x 6' - 11" UNEXCAVATED UNEXCAVATED UNEXCAVATED UNEXCAVATED 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 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 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.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.PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONDATEDATE FINISHED SQUARE FEETFINISHED SQUARE FEET PROJECTPROJECT SHEETSHEET UPPER: MAIN: LOWER: RELEASED REV. 6 REV. 7 REV. 8 REV. 9 REV. 10 PLATE HEIGHTSPLATE HEIGHTS UPPER: MAIN: POUR: UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERSUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION 3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM TOTAL: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (218) 232-6031 MARKA.DESIGN 7/15/2024 3:11:09 PMTHE ADBI RESIDENCEL11, B2 - GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-402 OTT428 7.12.24 CB 2088 1159(389) 7.15.24 CB 1.19.24 CB 10'-1 1/8" 9'-0" POUR 3247 THE C.J. XL 1/4" = 1'-0"A-402 1LOWER FLOOR PLAN *** 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 ***||[[[[[||[[[2-2x10 3-2x10 2 - 1-3/4"x 9-1/2" LSL 3-Trimmers 3 - 1-3/4"x 9-1/2" LSL 2-2x103 - 1-3/4"x 11-7/8" LSL 2-2x10 2-2x10 3 - Trimmers 11' - 0"21' - 10" 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" 52/8 x 6/8 R.O. 2' - 10" x 6' - 10 1/4" L.T.DRYERWASHER 6' VANITY 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" PRIMARY SUITEPRIMARY SUITE 12" BOX VAULT PRIMARYPRIMARY BATHBATH CLOSETCLOSET BEDROOM #2BEDROOM #2 FOYERFOYER MUD RM.MUD RM.LAUNDRYLAUNDRY SINKDW36" REF GREAT ROOMGREAT ROOM CATHEDRAL VAULT DINETTEDINETTE KITCHENKITCHEN 14' - 0"GARAGEGARAGE 16' x 8' INSULATED O.H. GARAGE DOOR 13 8' x 8' O.H. GARAGE DOOR INSULATED 11 1' - 6"8' - 0"1' - 6"2' - 11"16' - 0"2' - 11" PORCHPORCH 3/0 x 8/0 OPG.7 HOOKS9 8050E NVGE R.O. 8' - 0" x 5' - 0" H.H. 8' - 0" 1 2036 NVH1 R.O. 2' - 0" x 3' - 6" H.H. 8' - 0" 32' - 10"30' - 2" 4' - 0"8' - 0"4' - 0"3' - 6"6 2/8 x 8/0 PKT R.O. 5' - 6" x 8' - 3" 9 4/0 x 8/0 R.O. 4' - 2" x 8' - 3" R & SH.RECESSMISSION RAILING7' - 10 1/4"7' - 1 3/4"5' - 6"5' - 6"7' - 10"9' - 2"11' - 0"6' - 0" 9' - 4"12' - 2"9' - 2" 10' - 1 3/4"17' - 6"18' - 6 3/4"11' - 5 1/4"9' - 7 3/4"4' - 7"5' - 3 3/4" 9' - 8"3' - 6"17' - 6"20' - 10"10' - 10"8' - 4"10' - 7"3' - 8"8' - 11"CO DET. CO DET. SMOKE DET. SMOKE DET. SMOKE DET.SMOKE DET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES @ 24" O.C. 4" CONCRETE SLAB, SLOPE TOWARDS DOORS 5/8" TYPE X GYP. BD. CEILING 1/2" GYP. BD. ON GARAGE WALLS GARAGE PLATE HEIGHT TO MATCH MAIN FLOOR UNLESS NOTED OTHERWISE ATTIC ACCESS SEE COLUMN DETAIL, A-501 2-9 1/2" LVL 3-2x10 3-2x10 62/8 x 8/0 PKT R.O. 5' - 6" x 8' - 3"TYP.2' - 0"4:1236" GAS COOKTOP W/ WOOD HOOD DBL OVEN W/ MICRO 7' - 6"16" SH. 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" PANTRYPANTRY 2' - 4"2' - 0"3' - 10"2' - 6"8' - 8"R & SH. -SET FIREPLACE 18" ABOVE FINISHED FLOOR W/ TV ABOVE FLAT PANEL 63' - 0" 60' - 0"3' - 0"14' - 0"46' - 0"2' - 0"22' - 6"29' - 6"6' - 0"24' - 6"35' - 6"17' - 0"17' - 0"11' - 0"15' - 0"4:122 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" BATHBATH 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" 48" F.G. SHWR W/ TILE WALLS 2'-6" VANITYBENCH W/ HOOK STRIP INSULATE GARAGE INSULATE GARAGE WALLS AND CEILINGWALLS AND CEILING TILE SHOWERCURB 78" LINEAR ELEC. F.P.4 4050E NVG1 R.O. 4' - 0" x 5' - 0" H.H. 8' - 0" 4 4050E NVG1 R.O. 4' - 0" x 5' - 0" H.H. 8' - 0"3' - 6"2' - 6"3' - 6"2' - 6"2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" SMOKE DET. 63' - 0"60' - 0"10' - 0"29' - 4"30' - 0"60' - 0"7' - 0"7' - 0"35' - 0"5' - 0"6' - 0" GRAB BARS 42" LONG 36" FROM FLOOR TO TOP OF BAR, 12" OR LESS FROM CORNER TO BAR PER CODE GRAB BARS 36" LONG, 36" FROM FLOOR TO TOP OF BAR PER CODE 5' - 0"18" BUILT INS18" BUILT INSEQEQ2' - 0" 12 9/0 x 6/8 SLIDER W/ 12" TRANSOM R.O. 9' - 0" x 7' - 8" 42" WALL W/ GLASS PANEL ABOVE 2' - 4"27' - 0"8' - 5"6' - 0 1/2"0' - 11 1/2"14' - 7"5' x 3' SOAK TUBW/ TILE DECK4' - 1"3' - 5 1/4"7' - 10" 2x6 11' - 8 1/2"2' - 0"3' - 7 3/4" 3' - 3"2' - 6 1/4"7' - 11 1/4"3' - 9 1/2" HALLHALL ROUGH-IN HEATER 5 4824 PIC R.O. 4' - 0" x 2' - 0" H.H. 8' - 0" 3 3 4050 NVPWG/4020 NVA1 TEMP. R.O. 4' - 0" x 7' - 0" H.H. 8' - 0" 3 MFG. ROOF TRUSSES@ 24" O.C.RAIN SHOWER HEAD 1' - 0" 16' - 4"8' - 0"4' - 10" 12' - 8"4' - 8 1/4" R & SH.R & SH.11' - 10"7 5050E NVG1 R.O. 5' - 0" x 5' - 0" H.H. 8' - 0" 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" 24" LINEN 18" LINEN 3'-6" VANITY 3'-6" VANITY 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" 5' TUB/SHWR W/ TILE WALLS 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" CLOSETCLOSET CLOSETCLOSET 3' - 0 1/2"2' - 11 3/4"DOUBLE FRAME 4' - 1"4' - 0"7' - 3 1/4"3' - 0 1/2"3 2/6 x 8/0 PKT R.O. 5' - 2" x 8' - 3" 3 2/6 x 8/0 PKT R.O. 5' - 2" x 8' - 3" J&J BATHJ&J BATH BEDROOM #3BEDROOM #3 8 3/0 x 8/0 W/ 2-12" D.S. S.L.'S FIBERGLASS 2 3050 NVH2 R.O. 6' - 0" x 5' - 0" H.H. 8' - 0" 30' - 8"16' - 5"18' - 7"6' - 0"1' - 0"EQ EQ 2x6 2 2/6 x 8/0 R.O. 2' - 8" x 8' - 3" 6" RISER HEIGHT +/- 6" RISER HEIGHT +/- LANDING RAILING BOTH SIDES 1/4" = 1'-0"A-403 1MAIN FLOOR PLAN 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 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 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.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.PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONDATEDATE FINISHED SQUARE FEETFINISHED SQUARE FEET PROJECTPROJECT SHEETSHEET UPPER: MAIN: LOWER: RELEASED REV. 6 REV. 7 REV. 8 REV. 9 REV. 10 PLATE HEIGHTSPLATE HEIGHTS UPPER: MAIN: POUR: UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERSUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION 3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM TOTAL: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (218) 232-6031 MARKA.DESIGN 7/15/2024 3:11:16 PMTHE ADBI RESIDENCEL11, B2 - GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-403 OTT428 7.12.24 CB 2088 1159(389) 7.15.24 CB 1.19.24 CB 10'-1 1/8" 9'-0" POUR 3247 THE C.J. XL Roof Cant' MFG Roof Trusses by Others 4'-0"Hip Girder Truss4'-0" Girder Truss MFG Roof Trusses by Others Hip Girder Truss2-2x10 B1 B2 2-2x10 2 - 1-3/4"x 9-1/2" LSL 2-2x10 2-2x10 2-2x10 2 - 2 x 10 Cont. 2-Trimmers OK 3-2x10 2 - 1-3/4"x 9-1/2" LSL 3-2x8 3-2x8 2 - 1-3/4"x 11-7/8" LSL 2-2x12 2-2x10||[[[[[||[[[ 2x6 STUDS @ 16" O.C. ON HALF-HIGH 6" BLOCK ON 16" x 8" CONCRETE FTG'S. REBAR PER CODE. TRT'D SILL PLATE POLYURETHANE CAULK OR ELASTOMERIC SEALANT @ ALL JOINTS SLEEVE EVERY 10'-0" MIN. 6 MIL POLY V.B., OVERLAP EDGES MIN. 12" & TAPE. SEAL ALL OPENINGS 4" MIN. LAYER 3/4" RIVER ROCK 3 1/2" CONCRETE SLAB ANCHOR BOLT PER CODE STANDARD ENERGY HEELS @ 8:12 1' - 6" OVERHANGS & 1'-0" RAKES TYP. 10 ROOF VENTS REQUIRED @ HOUSE 8" / 12" 8" / 12"8" / 12"8" / 12" 8" / 12" 8" / 12" 4 ROOF VENTS REQUIRED @ GARAGE 8" / 12" 8" / 12"8" / 12"8" / 12"8" / 12" ANCHOR BOLT PER CODE TRT'D 2x6 SILL PLATE W/ ROLL SILL SEALER 1" FOAMBOARD (R-5) INSULATION W/ ACOUSTICAL SEALANT @ TOP & BOTTOM EDGES, BETWEEN INSUL. & SLAB & AT ALL VERTICAL EDGES (ONLY WHERE REQUIRED BY CODE)(ONLY WHERE REQUIRED BY CODE) 3/4" T&G SUBFLOOR 6 MIL. V.B. 1/2" GYP. BD. 2x6 STUDS @ 16" O.C. W/ R-20 F.G. INSULATION 1/2" GYP BOARD, TAPE & MUD ALL SEAMS RIM JOIST R-20 MIN. SPRAY FOAM INSULATION GMX THERMAL DRAINAGE BOARD (R-10) INSULATION 5/8" GYP. BD., TAPE & MUD ALL SEAMSSLOPED CONCRETE SLAB, FLASH AS REQ'D AT HOUSE WALL0' - 4" POURED FND. WALL WATCH DOG WATER PROOF COATING FROM FOOTING TO SILL SEALER VERIFY FLOOR SYSTEM WITH FLOOR PLANS ANCHOR BOLT PER CODE TRT'D 2x6 SILL PLATE W/ ROLL SILL SEALER 1" FOAMBOARD (R-5) INSULATION W/ ACOUSTICAL SEALANT @ TOP & BOTTOM EDGES, BETWEEN INSUL. & SLAB & AT ALL VERTICAL EDGES (ONLY WHERE REQUIRED BY CODE)(ONLY WHERE REQUIRED BY CODE) VERIFY FLOOR SYSTEM WITH FLOOR PLANS 3/4" T&G SUBFLOOR 6 MIL. V.B. 1/2" GYP. BD. 2x6 STUDS @ 16" O.C. W/ R-20 F.G. INSULATION 1/12" OSB SHEATHING RIM JOIST R-20 MIN. SPRAY FOAM INSULATION GMX THERMAL DRAINAGE BOARD (R-10) INSULATION 5/8" GYP. BD., TAPE & MUD ALL SEAMS SLOPED CONCRETE STOOP, FLASH AS REQ'D AT HOUSE WALL POURED FND. WALL WATCH DOG WATER PROOF COATING FROM FOOTING TO SILL SEALER SIDING, VERIFY W/ ELEVATIONS TYVEK (OR EQUAL) ROLL HOUSE WRAP 0' - 2" FROM SHEATHING TO OUTSIDE OF FOUNDATION WATER PROOF COATING FROM FOOTING TO INSIDE OF WALL 6 MIL POLY V.B., OVERLAP EDGES MIN. 12" & TAPE. SEAL ALL OPENINGS 4" MIN. LAYER 3/4" RIVER ROCK ANCHOR BOLT PER CODE TYPICAL 2x6 EXTERIOR WALL TRT'D 2x6 SILL PLATE W/ ROLL SILL SEALER GRADEMIN.0' - 6"GRANULAR FILL 4" DRAIN TILE W/ SILT SOCK :LOOKOUT WALL: 2x6 STUDS @ 16" O.C. ON 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 20" x 8" CONCRETE FTG. REBAR PER CODE POLYURETHANE CAULK OR ELASTOMERIC SEALANT @ ALL JOINTS 1" FOAMBOARD (R-5) INSULATION W/ ACOUSTICAL SEALANT @ TOP & BOTTOM EDGES, BETWEEN INSUL. & SLAB & AT ALL VERTICAL EDGES INSULATION & SEALANT TO BE CONT. OVER WALL 2" FOAMBOARD (R-10) INSULATION INSULATION PROTECTION FROM SIDING TO 6" BELOW GRADE 5000 PSI CONCRETE @ ALL FOOTINGS *OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATHING 2" RIGID INSULATION 3 1/2" CONCRETE SLAB W/ IN-FLOOR HEAT WATER PROOF COATING FROM GRADE TO TOP OF FOOTING 6 MIL POLY V.B., OVERLAP EDGES MIN. 12" & TAPE. SEAL ALL OPENINGS 4" MIN. LAYER 3/4" RIVER ROCK ANCHOR BOLT PER CODE TRT'D 2x6 SILL PLATE W/ ROLL SILL SEALER GRADE GRANULAR FILL 4" DRAIN TILE W/ SILT SOCK 1" RIGID (R-5) INSULATION W/ ACOUSTICAL SEALANT @ TOP & BOTTOM EDGES, BETWEEN INSUL. & SLAB & AT ALL VERTICAL EDGES (ONLY WHERE REQUIRED BY CODE)(ONLY WHERE REQUIRED BY CODE) POLYURETHANE CAULK OR ELASTOMERIC SEALANT @ ALL JOINTS INSULATION & SEALANT TO BE CONT. OVER WALL MIN.0' - 6"VERIFY FLOOR SYSTEM WITH FLOOR PLANS 3/4" T&G SUBFLOOR LOWER FLOOR PLATE HEIGHT8' - 10"MAIN FLOOR PLATE HEIGHT10' - 1 1/8"6 MIL. V.B. 1/2" GYP. BD. 6 MIL. V.B. 9'-0"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON 20" x 8" CONCRETE FTG'S. REBAR PER CODE. 1/2" PLYWOOD SHEATHING SIDING, VERIFY W/ ELEVATIONS 5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUM SOFFIT PANELS ICE & WATER GUARD FROM EAVE TO 2'-0" MIN. OVER STRUCTURE VENT CHUTES & WIND WASH @ EACH TRUSS SPACE ASPHALT SHINGLES W/ 15# ROLL FELT UNDER 1/2" PLYWOOD SHEATHING MFG. ROOF TRUSSES @ 24" O.C. ATTIC VENTING AS PER CODE R-49 MIN. BLOWN ATTIC INSULATION ALUMINUM FASCIA W/ 2x6 SUB FASCIA ALUMINUM DRIP EDGE 2x6 STUDS @ 16" O.C. W/ R-21 F.G. INSULATION RIM JOIST R-20 MIN. SPRAY FOAM INSULATION 2" RIGID (R-10) INSULATION *OUTSIDE OF CONCRETE FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATHING INSULATION PROTECTION FROM UNDER SIDING TO BELOW GRADE 5000 PSI CONCRETE @ ALL FOOTINGS 3 1/2" CONCRETE SLAB W/ IN-FLOOR HEAT 6 MIL POLY V.B., OVERLAP EDGES MIN. 12" & TAPE. SEAL ALL OPENINGS 4" MIN. LAYER 3/4" RIVER ROCK ANCHOR BOLT PER CODE TYPICAL 2x6 EXTERIOR WALL TRT'D 2x6 SILL PLATE W/ ROLL SILL SEALER GRADE GRANULAR FILL :WALKOUT WALL: 2x6 STUDS @ 16" O.C. ON 3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL W/ 2" x 4" INT. LEDGE ON 20" x 8" CONCRETE FTG'S. REBAR PER CODE. POLYURETHANE CAULK OR ELASTOMERIC SEALANT @ ALL JOINTS MIN.0' - 6"5000 PSI CONCRETE @ ALL FOOTINGS 2" FOAMBOARD (R-10) INSULATION 4" DRAIN TILE W/ SILT SOCK WATER PROOF COATING FROM FOOTING TO SILL SEALER 3 1/2" CONCRETE SLAB 1' - 5"0' - 9 1/2" 2x6 @ BOTTOM 1x3 TYP. 2x2 2x4 @ TOP SMOOTH LP SMARTSIDE TYP. SOFFIT 1' - 9 1/2"1' - 0" FRONTSIDE TOP VIEW 1' - 6" FRAMING 4x4 POST 3' - 0"1' - 10" 1' - 8" 1' - 4" 1' - 2" 1' - 10"1' - 4" 1/2" = 1'-0"A-501 3BEARING WALL SECTION 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 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 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.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.PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONDATEDATE FINISHED SQUARE FEETFINISHED SQUARE FEET PROJECTPROJECT SHEETSHEET UPPER: MAIN: LOWER: RELEASED REV. 6 REV. 7 REV. 8 REV. 9 REV. 10 PLATE HEIGHTSPLATE HEIGHTS UPPER: MAIN: POUR: UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERSUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION 3000 COUNTY ROAD 42 WEST, SUITE 302 BURNSVILLE, MN 55337 PH (952)-953-4000 ONETENTENHOMES.COM TOTAL: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468 PH (218) 232-6031 MARKA.DESIGN 7/15/2024 3:11:21 PMTHE ADBI RESIDENCEL11, B2 - GLACIER CREEK 5TH ADDITION18331 GIBBON COURTLAKEVILLE, MN 55044A-501 OTT428 7.12.24 CB 2088 1159(389) 7.15.24 CB 1.19.24 CB 10'-1 1/8" 9'-0" POUR 3247 THE C.J. XL 1/8" = 1'-0"A-501 5ROOF PLAN 3" 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 OR OTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANY WINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS. SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACE TO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OF PIPE W/ MIN. 3'-0" VERTICAL SPACE. A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CAN FLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDES INTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED. LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICS WITH "RADON REDUCTION SYSTEM". ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEAR THE VENT PIPE FOR OPT. FAN. ::PASSIVE RADON SYSTEMPASSIVE RADON SYSTEM :: 1/2" = 1'-0"A-501 2TYP. HOUSE/GARAGE WALL 1/2" = 1'-0"A-501 4 TYP. HOUSE/STOOP WALL 1/2" = 1'-0"A-501 7TYP. LOOKOUT SECTION 3/8" = 1'-0"A-501 8 TYP. POURED WALL SECTION 1/2" = 1'-0"A-501 9 TYP. WALKOUT SECTION ROOM FINISH SCHEDULE FLOORROOM NAMEFLOOR FINISHAREAPLATE HEIGHTCOMMENTS LOWER FLOORMECHANICAL / STORAGE445 SF8' - 10" LOWER FLOOREXERCISE / OFFICE335 SF8' - 10"UNFINISHED LOWER FLOORPATIOCONCRETE80 SF9' - 1 1/8" LOWER FLOORBATHFINISHED99 SF8' - 10". LOWER FLOORBEDROOM #4FINISHED151 SF8' - 10". LOWER FLOORBEDROOM #5FINISHED168 SF8' - 10". LOWER FLOORCLOSETFINISHED36 SF8' - 10". LOWER FLOORCLOSETFINISHED25 SF8' - 10". LOWER FLOORFAMILY ROOMFINISHED488 SF8' - 10". LOWER FLOORHALLFINISHED63 SF8' - 8 1/2". MAIN FLOORBATH37 SF9' - 1 1/8" MAIN FLOORCLOSET29 SF10' - 1 1/8" MAIN FLOORCLOSET53 SF10' - 1 1/8" MAIN FLOORHALL34 SF8' - 0" MAIN FLOORPANTRY21 SF10' - 1 1/8" MAIN FLOORGARAGE.726 SF8' - 4 7/8". MAIN FLOORBEDROOM #2CARPET157 SF10' - 1 1/8". MAIN FLOORBEDROOM #3CARPET162 SF10' - 1 1/8". MAIN FLOORCLOSETCARPET56 SF10' - 1 1/8". MAIN FLOORPRIMARY SUITECARPET205 SF10' - 1 1/8"12" BOX VAULT MAIN FLOORPORCHCONCRETE203 SF10' - 1 1/8". MAIN FLOORPRIMARY BATHTILE124 SF10' - 1 1/8". MAIN FLOORJ&J BATHVINYL111 SF10' - 1 1/8". MAIN FLOORLAUNDRYVINYL59 SF10' - 1 1/8". MAIN FLOORMUD RM.VINYL46 SF10' - 1 1/8". MAIN FLOORDINETTEWOOD166 SF10' - 1 1/8". MAIN FLOORFOYERWOOD180 SF10' - 1 1/8". MAIN FLOORGREAT ROOMWOOD218 SF10' - 1 1/8"CATHEDRAL VAULT MAIN FLOORKITCHENWOOD192 SF10' - 1 1/8". WINDOW SCHEDULE WINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS 12036 NVH1 VECTOR ENVISION SERIES 1 2' - 0"3' - 6"8' - 0" 23050 NVH2 VECTOR ENVISION SERIES 1 6' - 0"5' - 0"8' - 0" 34050 NVPWG/4020 NVA1 TEMP.VECTOR ENVISION SERIES 3 4' - 0"7' - 0"8' - 0" 44050E NVG1 VECTOR ENVISION SERIES 2 4' - 0"5' - 0"8' - 0" 54824 PIC VECTOR ENVISION SERIES 1 4' - 0"2' - 0"8' - 0" 65040E NVG1 VECTOR ENVISION SERIES 2 5' - 0"4' - 0"6' - 10" 75050E NVG1 VECTOR ENVISION SERIES 1 5' - 0"5' - 0"8' - 0" 88040E NVGE VECTOR ENVISION SERIES 1 8' - 0"4' - 0"6' - 10" 98050E NVGE VECTOR ENVISION SERIES 1 8' - 0"5' - 0"8' - 0" 1/2" = 1'-0"A-501 1TYP. COLUMN DOOR SCHEDULE TYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS 1 2/6 x 6/8 6 2' - 8"6' - 11"VARIES 2 2/6 x 8/0 11 2' - 8"8' - 3" 3 2/6 x 8/0 PKT 2 5' - 2"8' - 3" 4 2/8 x 6/8 2 2' - 10"6' - 11" 5 2/8 x 6/8 1 2' - 10"6' - 10 1/4" 6 2/8 x 8/0 PKT 2 5' - 6"8' - 3" 7 3/0 x 8/0 OPG.1 8 3/0 x 8/0 W/ 2-12" D.S. S.L.'S FIBERGLASS 1 9 4/0 x 8/0 1 4' - 2"8' - 3" 10 6/0 x 6/8 SLIDER 1 6' - 0"6' - 8" 11 8' x 8' O.H. GARAGE DOOR INSULATED 1 12 9/0 x 6/8 SLIDER W/ 12" TRANSOM 1 9' - 0"7' - 8" 13 16' x 8' INSULATED O.H. GARAGE DOOR 1 FLUSH HEADERFLUSH HEADERFLUSH 3-PLY 11-7/8" LVLPAINTED ENDPAINTED ENDPAINTED END18" 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.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: josh.rudesill@trussabc.comF12F9F9F6F2F23F1F1F1F1F1F1F1F1F18F13F19F14F20F21F21F21F21F7F7F8F8F8F8F8F10F11F11F11F11F11F11F11F3F4F5F5F5F5F5F4F15F19F17F16F22THAC42212-11-0417-06-0017-02-003-08-003-06-008-04-0010-10-0010-00-0030-00-006-00-0046-00-0035-00-005-00-00 6-00-0046-00-0029-04-0030-08-0060-00-0015-00-00 11-00-00 17-00-0017-00-0060-00-001-02-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-00-002-00-002-00-002-00-008-00-001-02-071-07-031-07-031-07-03Customer: Lyman Lumber - ChanhassenJob Number: 328030-BHome Owner: TOPAZ /C.J. XL / ADBI RESJob Name: FloorSite Address: 18331 GIBBON CT Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 8/5/2024Version: 8.7.3.303 H35438 / -662 lbHorizontal: - / - lbH36221 / -755 lbHorizontal: - / - lbD63214 / -784 lbHorizontal: - / - lbD64222 / -1131 lbHorizontal: - / - lbC82345 / -1083 lbHorizontal: - / - lbC82654 / -1595 lbHorizontal: - / - lbCT12346 / -581 lbHorizontal: - / - lbDIMENSIONS 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 CALLJOSH @ 651-287-1944OREMAIL: JOSH.RUDESILL@TRUSSABC.COMLO4LO5LO6LO6LO2LO3LO1H3H1H1H2G1E2E1E1E3E3E3E3E3E3E3E3E3K4A1A1A1A1A1C1C1C8C7C6C5C2C3C3C3C3C3C3CT1CJ4CJ3CJ2CJ1CJ4CJ7CJ6CJ5K3K2K1K1K1K1K1K1K1K1K1D5D4D3D2D1A2A1D6CT2CT3CJ9CJ8CJ4CJ10J3J3J3J3J3J3J3J1J2J3J3J3J3J3J3J3J3CJ9CJ8CJ12CJ11P5P4V6V7V8V9V10V11V12V13V1V2V3V4V5V14V15P3P2P1P1P1P6P6P10P9P8P7P6P6P615-10-042-00-0022-06-0029-06-006-00-0060-00-0014-00-0035-00-005-00-00 6-00-0060-00-0011-00-0021-10-0030-02-0063-00-003-00-00 15-00-00 11-00-00 17-00-0017-00-0063-00-009-00-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-005-00-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-00-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-00-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-07-04Customer: Lyman Lumber - ChanhassenJob Number: 328030-AHome Owner: TOPAZ /C.J. XL / ADBI RESJob Name: RoofSite Address: 18331 GIBBON CT Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 8/5/2024Version: 8.7.3.303 COPYRIGHT HANSON GROUP, LLC 2024©August 14, 2024Project Number:Date:4.367S11Sheets: of1PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionAdbi Residence18331 Gibbon CourtLakeville, MN5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:8-14-24Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 302Burnsville, MN 55337Garrett Brunell52600MAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AT A SINGLE FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THEREQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY MARKAARCHITECTURE LAST DATED 7-15-24 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE.THE DESIGN OF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADER SIZES, FOUNDATION WALLS, PADFOOTINGS, ETC IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSONGROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFYENGINEER PRIOR TO CONSTRUCTION.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITHWORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WINDLOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THESTRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODECONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 3/S1PARTIAL LOWER LEVEL FLOORPLAN SHOWN FOR LOCATIONREFERENCE ONLY1S1REFERENCE PLANS1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.BRACEDWALL LINE(4-FT)(4-FT)(4-FT)CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAIL(3.75-FT)(3-FT)BRACEDWALL LINE(3.8-FT)(3.2-FT)(2.66-FT)(4-FT)(3.5-FT)BRACED WALL LINE (4-FT)(4-FT) (5-FT)(5-FT) BRACED WALL LINE(5-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEPROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLBRACEDWALL LINEBRACED WALL LINE(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)16'-3"±11'-938"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-912"±2'-912"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(5-FT) 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: 90,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's " round duct OR 7" flex " 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 6" flex " metal duct City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 3 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.8/27/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville18331 Gibbon Court BC730925 Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 86123 Heating Gain Cooling Load 90 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 THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable 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, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 14ACX036P Model Heating System Natural Gas Lennox 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 14 180 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): 38852Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 350 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)