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HomeMy WebLinkAboutLA227190-7052 184th St W-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 FLOOR1003.5'UPPER PLATE1022.4'T.O. FOUNDATION1001.8'T.O. FOUNDATION1001.8'MAIN PLATE1012.6'MAIN PLATE1012.6'UPPER FLOOR1014.3'MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT 10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE COLUMN DETAILSHEET A-501ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT7" / 12"4" / 12"8" 12"8" 12"3' - 0"24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"COLD SPIGOT6" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"6" / 12"8" 12"6" 12"24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"6" / 12"COLD SPIGOTRAILING 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. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND.: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.DESIGN9/11/2024 3:24:38 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-201OTT4524.18.24 CB1586140811499.11.24 CB4.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULES1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode09/17/2024jnuetzman 20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"49' - 0"1' - 5"8' - 2" M.O.0' - 5"2' - 2"16' - 2" M.O.2' - 2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT 2" FOAM INSULATIONBETWEEN WALL & SLAB54 x 54" x 12" CONCRETE FTG.W/ (6) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY1' - 0"5' - 10"38' - 2"19' - 4"6' - 10"53' - 2"2' - 0"21' - 6"21' - 6"15' - 0"23' - 6"36' - 6"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 9/16"7' - 0 7/16"23' - 0 1/2"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.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.6' - 3 1/4"15' - 2 3/4"1' - 8"14' - 2"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT TYPICAL *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK 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.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY22' - 8"60' - 0"60' - 0"22' - 4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 1"11' - 3":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 CODEBEAM POCKET15' - 9 3/4"21' - 6 1/4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY49' - 0"7' - 0"42' - 0"12' - 6"12' - 0"17' - 6"4' - 0"13' - 6"6' - 6"8' - 0"3' - 0"4' - 0"8' - 0"3' - 0"EGRESS WELLEGRESS WELL7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.6'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.10' - 6"SITE VERIFY8' - 0"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY15' - 0"1' - 10 3/4"36' - 3 1/4"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:FOUND.: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.DESIGN9/11/2024 3:24:39 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-401OTT4524.18.24 CB1586140811499.11.24 CB4.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"10' - 0"18' - 6"30' - 6"49' - 0"53' - 2"6' - 10"1' - 5"8' - 2" M.O.0' - 5"2' - 2"16' - 2" M.O.2' - 2"1' - 0"5' - 10"38' - 2"15' - 0"BEDROOM #523' - 6"36' - 6"15' - 0"21' - 6"21' - 6"2' - 0"SET SILL 6" ABOVE TREATED PLATE 0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"2' - 9"15' - 1"32/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATH #4UNEXCAVATEDFAMILY ROOM13' - 0"CO DET.SMOKEDET.SMOKEDET.60' - 0"INSULATE BETWEEN WALL & SLAB11' - 0"4' - 0"21' - 6"16' - 8"2-2x102-9 1/2" LSL @ 8'DROPPED3" MIN BEARING 4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"7' - 3"1' - 11"3-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x674030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"95036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT TYPICAL 3' x 4' F.G.SHWR W/SURROUND60' - 0"22' - 4"85/0 x 6/8R.O. 5' -2" x 6' -11"22' - 8"AIR EX.3-2x6BEAM POCKET2x8 LANDING 42/6 x 6/8R.O. 2' -8" x 6' -11"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.EGRESS WELL EGRESS WELL 95036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"49' - 0"7' - 0"42' - 0"12' - 6"12' - 0"17' - 6"4' - 0"13' - 6"6' - 6"8' - 0"3' - 0"3' - 0"8' - 0"4' - 0"FLEX ROOM42/6 x 6/8R.O. 2' -8" x 6' -11"2 ZONE HEATING W/ MECHANICAL DAMPERS LOWER & MAIN TOGETHER, UPPER ON SEPARATE 21' - 6 1/4"15' - 9 3/4"2-2x102-2x102-9 1/2" LSL1/4" = 1'-0"A-4021LOWER 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:FOUND.: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.DESIGN9/11/2024 3:24:41 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-402OTT4524.18.24 CB1586140811499.11.24 CB4.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISONFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 42' - 0"7' - 0"OFFICESINKDW95/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"18' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 0"7' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1216' x 7' O.H. GARAGE DOORINSULATED62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16' - 0"7' - 0"23' - 0"49' - 0"6' - 0"8' - 11"4' - 1"108' x 7' O.H. GARAGE DOORINSULATEDGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-5012' - 0"21' - 6"21' - 6"15' - 0"53' - 0"7' - 0"4' - 6"6' - 8"30' - 10"24" CANT. ABOVE 9' - 9"7' - 9"4' - 1 1/4"4' - 0"3' - 2"32/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUDROOMKITCHEN0' - 4 1/2" TYP.EQEQ9' - 9"13' - 3"7' - 6"7' - 6"3' - 2 1/2"11' - 5 1/4"6' - 10 1/4"16' - 6"PORCHPANTRY1' - 0"10' - 0"36' - 6"23' - 6"GREAT ROOMFOYER12' - 10"3' - 8"3' - 8"17' - 10"1' - 2"19' - 0"6' - 0"GIRDER TRUSS 2-11 7/8" @ 16' LVL FLUSH2-11 7/8" LSL 2-2x12 2-2x8 DROPPED 2-2x10 3-2x10 3-2x10 (3-12') CONT. W/ 2 TRIMMERS 2-2x10 5' - 11 1/4"6' - 0"5' - 4"6' - 0"6' - 0"2' - 6"5x5 PSL5x7 PSL3-2x6 11' - 2"7' - 10"(5) 16" SH.2x620" FLOOR TRUSSESPER MFG. SPACINGGIRDER TRUSSPAINTED CABINETS 12" FLUSH SNACK BAR2-2x10 FLUSH 5' - 0"6' - 2"2-9 1/2" LSL FLUSH W/2TRIMMERS 2-2x10 (1-10') 10"x10" GYP. BD SOFFIT3-2x6KNEE WALL W/14" SPINDLES 4' - 0"6' - 0"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.60' - 0"22' - 0"60' - 0"BATH #3127050 NVGER.O. 7' -0" x 5' -0"H.H. 6' -10"84050 NVPWG TEMP.R.O. 4' -0" x 5' -0"H.H. 12' -6 3/4"663650 NVPWG/3620 NVA1TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"612020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"12020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"53636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"BOTTOM OF WINDOW FRAMED @ 44" A.F.F 1' - 11"4' - 0"1' - 7"15' - 0"38' - 0"6' - 0"1' - 0"0' - 8"5' - 4"TECH TUBE OVER FIREPLACE73/0 x 6/8 W/ 12" D.S. SL32/4 x 6/8R.O. 2' -6" x 6' -11"2-2x10 W/2 TRIMMERS 32/4 x 6/8R.O. 2' -6" x 6' -11"6' - 0"16' - 0"CLOSETR & SH.5' - 0"3' - 8"55" LINEAR ELEC. F.P.PED. SINK8' - 8"5' - 10"SET FIREPLACE 18" A.F.F. TO F.P. GLASSTILE SURROUND TO MANTELTOP OF MANTEL 4'-6" A.F.F. HANGER BY TRUSS SUPPLIER 2-2x10 (1-10') 2-2x10 2x8 LANDING 12' - 6"12' - 0"17' - 6"6' - 0"6' - 6"119/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"138050E NVGER.O. 8' -0" x 5' -0"H.H. 8' -0"138050E NVGER.O. 8' -0" x 5' -0"H.H. 8' -0"20" BUILT-IN20" BUILT-ININSULATE GARAGE WALLS AND CEILING36" GAS COOKTOPW/ WOOD HOOD ABOVE OVEN /MICRODINING3-11 7/8" LVL FLUSH 7' - 6"7' - 6"COLD SPIGOTRAILING PER CODE 4-2x64-2x62-2x10 2-2x10 3-2x10 MFG. ROOF TRUSSES@ 24" O.C.6' - 0"6' - 0"CO DET.SMOKEDET.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:FOUND.: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.DESIGN9/11/2024 3:24:43 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-403OTT4524.18.24 CB1586140811499.11.24 CB4.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISONFANBWPsAboveBWPsAbove-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Shearwall3.5Top &BottomConnections3355Top &BottomConnectionsPFHPFH5663.252.55.69.5 LOFT42' - 0"8' - 4 1/8"17' - 11 7/8"8' - 8"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.12' - 0"7' - 0"23' - 0"7'-4" VANITYBEDROOM #4BEDROOM #3CLOSETCLOSETBATH #2BATH #1PRIMARY SUITEBOX VAULT32/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"40' - 0"36' - 6"1' - 6"2' - 0"40' - 0"17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"42/6 x 6/8R.O. 2' -8" x 6' -11"2-2x10 2-9 1/2" LSLW/ 2 TRIMMERS 2-2x10 2-2x10 W/ 2 TRIMMERS2-2x10 2-2x10 42' - 0"11' - 0"8' - 8 1/4"16' - 9 3/4"6' - 0"6' - 0"3' - 5"3' - 7"2' - 6"20' - 6"21' - 6"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"3' - 0 1/4"5' - 2 3/4"3' - 4"8' - 9"5' - 0"6' - 5"5' - 3 1/4"6' - 11 3/4"4' - 1"4' - 0"2' - 4"7' - 5"15' - 4"3' - 4"9' - 10"3' - 8"9' - 10"12' - 2"2' - 7"3' - 9"11' - 5"5' - 11"6' - 2"GLASS PANEL SMOKEDET.9' - 10"7' - 6"9' - 4"5' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"32/4 x 6/8R.O. 2' -6" x 6' -11"5' TUB/SHWR(5) 16" SH.60" F.G. BASEW/ TILE WALLS22/4 SHWR DR.0' - 6"3'x5' TUBSOAKING (1) SHAMPOO SHELFR & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #22x64-2x6GIRDER TRUSS4-2x6CLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.138050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"116020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"33040 NVPWG TEMP.R.O. 3' -0" x 4' -0"H.H. 6' -10"23030 NVG1 TEMP.R.O. 3' -0" x 3' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"43040E NVC1R.O. 3' -0" x 4' -0"H.H. 6' -10"53636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"52/8 x 6/8R.O. 2' -10" x 6' -11"6' VANITYATTICACCESS52/8 x 6/8R.O. 2' -10" x 6' -11"WASHERDRYERSINK3' - 10"9' - 4"12/0 x 6/8R.O. 2' -2" x 6' -11"2x6R & SH.42/6 x 6/8R.O. 2' -8" x 6' -11"5' - 0 1/4"6' - 3"6' - 5"32/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"11' - 8 1/4"2' - 6"2' - 0"SMOKEDET.HALLTYP.2' - 0"2x6105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"52.00°2-2x10 2-2x10 2-2x10 KNEE WALL W/14" SPINDLES 32/4 x 6/8R.O. 2' -6" x 6' -11"GAS LINE COMFORT HEIGHT/ ELONGATED W/ BIDET 3' - 1 3/4"3' - 10"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:FOUND.: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.DESIGN9/11/2024 3:24:45 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-404OTT4524.18.24 CB1586140811499.11.24 CB4.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3.5 WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, 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" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION1' - 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"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 & 7:12W/ 6:12 & 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"6" / 12"6" / 12"STANDARD ENERGY HEELS 1 ROOF VENT REQUIRED 6 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 SEALERVERIFY 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 FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)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 PLANS0' - 8"ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2x6 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 FOOTINGSTHE 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:FOUND.: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.DESIGN9/11/2024 3:24:47 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-501OTT4524.18.24 CB1586140811499.11.24 CB4.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2020 NVFA1 2' - 0" 2' - 0" 8' - 0"2 VECTOR ENVISION SERIES 1 3030 NVG1 TEMP. 3' - 0" 3' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 3040 NVPWG TEMP. 3' - 0" 4' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 3040E NVC1 3' - 0" 4' - 0" 6' - 10"5 VECTOR ENVISION SERIES 2 3636 NVG1 3' - 6" 3' - 6" VARIES6 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"8 VECTOR ENVISION SERIES 1 4050 NVPWG TEMP. 4' - 0" 5' - 0" 12' - 6 3/4"9 VECTOR ENVISION SERIES 2 5036E NVG1 5' - 0" 3' - 6" 6' - 10"10 VECTOR ENVISION SERIES 3 5040E NVG1 5' - 0" 4' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"12 VECTOR ENVISION SERIES 1 7050 NVGE 7' - 0" 5' - 0" 6' - 10"13 VECTOR ENVISION SERIES 3 8050E NVGE 8' - 0" 5' - 0" VARIES3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR FLEX ROOM 144 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 193 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 618 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 131 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH #4 VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 72 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 644 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM LVT 30 SF 9' - 1 1/8" .MAIN FLOOR BATH #3 LVT 29 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LVT 178 SF 9' - 1 1/8" .MAIN FLOOR DINING LVT 355 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM LVT 259 SF 9' - 1 1/8" .MAIN FLOOR FOYER LVT 159 SF 9' - 1 1/8" .MAIN FLOOR CLOSET LVT 27 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 42 SF 9' - 1 1/8"UPPER FLOOR LOFT CARPET 167 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 144 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 131 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 250 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 71 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 133 SF 8' - 1 1/8"UPPER FLOOR BATH #1 LVT 143 SF 8' - 1 1/8" .UPPER FLOOR BATH #2 VINYL 60 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/0 x 6/8 1 2' - 2" 6' - 11"2 2/4 SHWR DR. 13 2/4 x 6/8 10 2' - 6" 6' - 11"4 2/6 x 6/8 5 2' - 8" 6' - 11"5 2/8 x 6/8 5 2' - 10" 6' - 11"6 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"7 3/0 x 6/8 W/ 12" D.S. SL 18 5/0 x 6/8 1 5' - 2" 6' - 11"9 5/0 x 6/8 FULL VIEW 1 5' - 2" 6' - 11"10 8' x 7' O.H. GARAGE DOOR INSULATED 111 9/0 x 6/8 SLIDER 1 8' - 11 3/4" 6' - 8"12 16' x 7' O.H. GARAGE DOOR INSULATED 13" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP 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 LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5011TYP. COLUMN1/8" = 1'-0"A-5012ROOF PLAN1/2" = 1'-0"A-5014TYP. WALKOUT SECTION1/2" = 1'-0"A-5015TYP. LOOKOUT SECTION1/2" = 1'-0"A-5016TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5017TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5018GARAGE CEILING1/2" = 1'-0"A-5019BEARING WALL SECTION MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT 10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE COLUMN DETAILSHEET A-501ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT7" / 12"4" / 12"8" 12"8" 12"3' - 0"24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"COLD SPIGOT6" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"6" / 12"8" 12"6" 12"24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"6" / 12"COLD SPIGOTTHE 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:FOUND.: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.DESIGN4/18/2024 12:08:31 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-201OTT4524.18.24 CB1586140811494.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULES1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION 20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"49' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB54 x 54" x 12" CONCRETE FTG.W/ (6) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 0"5' - 10"1' - 10 3/4"36' - 3 1/4"15' - 0"19' - 4"6' - 10"53' - 2"2' - 0"21' - 6"21' - 6"15' - 0"23' - 6"36' - 6"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 9/16"7' - 0 7/16"23' - 0 1/2"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.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.6' - 6 1/8"14' - 11 7/8"8' - 7 1/8"14' - 0 7/8"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT TYPICAL 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK 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.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY22' - 8"60' - 0"60' - 0"22' - 4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 0 1/2"11' - 3 1/2":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 CODEBEAM POCKET15' - 9 3/4"21' - 6 1/4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY49' - 0"7' - 0"42' - 0"12' - 6"12' - 0"17' - 6"4' - 0"13' - 6"6' - 6"8' - 0"3' - 0"4' - 0"8' - 0"3' - 0"EGRESS WELLEGRESS WELLTHE 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:FOUND.: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.DESIGN4/18/2024 12:08:32 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-401OTT4524.18.24 CB1586140811494.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"10' - 0"18' - 6"30' - 6"49' - 0"53' - 2"6' - 10"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 0"5' - 10"38' - 2"15' - 0"BEDROOM #523' - 6"36' - 6"15' - 0"21' - 6"21' - 6"2' - 0"SET SILL 6" ABOVE TREATED PLATE 0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"2' - 9"15' - 1"32/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOM13' - 0"CO DET.SMOKEDET.SMOKEDET.60' - 0"INSULATE BETWEEN WALL & SLAB11' - 0"4' - 0"21' - 6"16' - 8"2-2x10 (1-10')2-9 1/2" LSL @ 8'DROPPED3" MIN BEARING 4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"7' - 3"1' - 11"3-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x674030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"95036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT TYPICAL 3' x 4' F.G.SHWR W/SURROUND60' - 0"22' - 4"85/0 x 6/8R.O. 5' -2" x 6' -11"22' - 8"AIR EX.3-2x6BEAM POCKET2x8 LANDING 42/6 x 6/8R.O. 2' -8" x 6' -11"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.EGRESS WELL EGRESS WELL 95036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"49' - 0"7' - 0"42' - 0"12' - 6"12' - 0"17' - 6"4' - 0"13' - 6"6' - 6"8' - 0"3' - 0"3' - 0"8' - 0"4' - 0"FLEX ROOM42/6 x 6/8R.O. 2' -8" x 6' -11"2 ZONE HEATING W/ MECHANICAL DAMPERS LOWER & MAIN TOGETHER, UPPER ON SEPARATE 21' - 6 1/4"15' - 9 3/4"1/4" = 1'-0"A-4021LOWER 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:FOUND.: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.DESIGN4/18/2024 12:08:34 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-402OTT4524.18.24 CB1586140811494.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***OKOK||[][][[[||]]][[[2 - 9-1/2" LSL2 - 2x102 - 2x10OKOK3-2x6 42' - 0"7' - 0"OFFICESINKDW95/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"18' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 0"7' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1216' x 7' O.H. GARAGE DOORINSULATED62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16' - 0"7' - 0"23' - 0"49' - 0"6' - 0"8' - 11"4' - 1"108' x 7' O.H. GARAGE DOORINSULATEDGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-5012' - 0"21' - 6"21' - 6"15' - 0"53' - 0"7' - 0"4' - 6"6' - 8"30' - 10"24" CANT. ABOVE 9' - 9"7' - 9"4' - 1 1/4"4' - 0"3' - 2"32/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUDROOMKITCHEN0' - 4 1/2" TYP.EQEQ9' - 9"13' - 3"7' - 6"7' - 6"3' - 2 1/2"11' - 5 1/4"6' - 10 1/4"16' - 6"PORCHPANTRY1' - 0"10' - 0"36' - 6"23' - 6"GREAT ROOMFOYER12' - 10"3' - 8"3' - 8"17' - 10"1' - 2"19' - 0"6' - 0"GIRDER TRUSS 2-11 7/8" @ 16' LVL FLUSH2-11 7/8" LSL @ 22' 2-2x12 (2-12') 2-2x8 (2-20' DROPPED 2-2x10 (1-10') 3-2x10 (3-8')3-2x10 (3-12') CONT. DBL. JACKS 2-2x10 (1-8')5' - 11 1/4"6' - 0"5' - 4"6' - 0"6' - 0"2' - 6"5-1/4"x9-1/4"@ 12' PSL ONTREATED PLATE5-1/4"x11-1/4"@ 12' PSL ONTREATED PLATE3-2x6 11' - 2"7' - 10"(5) 16" SH.2x620" FLOOR TRUSSESPER MFG. SPACINGGIRDER TRUSSPAINTED CABINETS 12" FLUSH SNACK BAR2-2x10 FLUSH (1-10')5' - 0"6' - 2"2-9 1/2" LSL FLUSH @ 8' MIN. 3" BEARING 2-2x10 (1-10') 10"x10" GYP. BD SOFFIT3-2x6KNEE WALL W/14" SPINDLES 4' - 0"6' - 0"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.60' - 0"22' - 0"60' - 0"POWDER127050 NVGER.O. 7' -0" x 5' -0"H.H. 6' -10"84050 NVPWG TEMP.R.O. 4' -0" x 5' -0"H.H. 12' -6 3/4"663650 NVPWG/3620 NVA1TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"612020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"12020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"53636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"BOTTOM OF WINDOW FRAMED @ 44" A.F.F 1' - 11"4' - 0"1' - 7"15' - 0"38' - 0"6' - 0"1' - 0"0' - 8"5' - 4"TECH TUBE OVER FIREPLACE73/0 x 6/8 W/ 12" D.S. SL32/4 x 6/8R.O. 2' -6" x 6' -11"2-2x10 (1-8')DBL. JACKS 32/4 x 6/8R.O. 2' -6" x 6' -11"6' - 0"16' - 0"CLOSETR & SH.5' - 0"3' - 8"55" LINEAR ELEC. F.P.PED. SINK8' - 8"5' - 10"SET FIREPLACE 18" A.F.F. TO F.P. GLASSTILE SURROUND TO MANTELTOP OF MANTEL 4'-6" A.F.F. HANGER BY TRUSS SUPPLIER 2-2x10 (1-10') 2-2x10 (1-10') 2x8 LANDING 12' - 6"12' - 0"17' - 6"6' - 0"6' - 6"119/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"138050E NVGER.O. 8' -0" x 5' -0"H.H. 8' -0"138050E NVGER.O. 8' -0" x 5' -0"H.H. 8' -0"20" BUILT-IN20" BUILT-ININSULATE GARAGE WALLS AND CEILING36" GAS COOKTOPW/ WOOD HOOD ABOVE OVEN /MICRODININGXXXX FLUSH 7' - 6"7' - 6"COLD SPIGOT1/4" = 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:FOUND.: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.DESIGN4/18/2024 12:08:35 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-403OTT4524.18.24 CB1586140811494.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***OKOK5x7 PSL||[][][][]][][[]]]||||[[||[][][[[||]]][[[5x5 PSLOK3 - 2x102 - 2x102 - 2x103 - 11-7/8" LVL Flush4-2x64-2x6OKOKOKOK4-2x6OKOKOKOKOKOKOKOKMFG Roof Trussesby Others LOFT42' - 0"8' - 4 1/8"17' - 11 7/8"8' - 8"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.12' - 0"7' - 0"23' - 0"7'-4" VANITYBEDROOM #4BEDROOM #3CLOSETCLOSETBATHEN SUITEPRIMARY SUITEBOX VAULT32/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"40' - 0"36' - 6"1' - 6"2' - 0"40' - 0"17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"42/6 x 6/8R.O. 2' -8" x 6' -11"2-2x10 (1-14')2-9 1/2" LSL @ 9'(1-18') DBL. JACKS 2-2x10 (1-8')2-2x10 (1-12') DBL. JACKS 2-2x10 (1-8')2-2x10 (1-12')42' - 0"11' - 0"8' - 8 1/4"16' - 9 3/4"6' - 0"6' - 0"3' - 5"3' - 7"2' - 6"20' - 6"21' - 6"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"3' - 0 1/4"5' - 2 3/4"3' - 4"8' - 9"5' - 0"6' - 5"5' - 3 1/4"3' - 1 3/4"3' - 10"4' - 1"4' - 0"2' - 4"7' - 5"15' - 4"3' - 4"9' - 10"3' - 8"9' - 10"12' - 2"2' - 7"3' - 9"11' - 5"5' - 11"6' - 2"GLASS PANEL SMOKEDET.9' - 10"7' - 6"9' - 4"5' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"32/4 x 6/8R.O. 2' -6" x 6' -11"5' TUB/SHWR(5) 16" SH.60" F.G. BASEW/ TILE WALLS22/4 SHWR DR.0' - 6"3'x5' TUBSOAKING (1) SHAMPOO SHELFR & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #22x63-2x6GIRDER TRUSS3-2x6CLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.138050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"116020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"33040 NVPWG TEMP.R.O. 3' -0" x 4' -0"H.H. 6' -10"23030 NVG1 TEMP.R.O. 3' -0" x 3' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"43040E NVC1R.O. 3' -0" x 4' -0"H.H. 6' -10"53636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"52/8 x 6/8R.O. 2' -10" x 6' -11"6' VANITYATTICACCESS52/8 x 6/8R.O. 2' -10" x 6' -11"WASHERDRYERSINK3' - 10"9' - 4"12/0 x 6/8R.O. 2' -2" x 6' -11"2x6R & SH.42/6 x 6/8R.O. 2' -8" x 6' -11"5' - 0 1/4"6' - 3"6' - 5"32/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"11' - 8 1/4"2' - 6"2' - 0"SMOKEDET.HALLTYP.2' - 0"2x6105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"52.00°2-2x10 (1-8')2-2x10 (1-8')2-2x10 (1-12')KNEE WALL W/14" SPINDLES 32/4 x 6/8R.O. 2' -6" x 6' -11"GAS LINE COMFORT HEIGHT/ ELONGATED W/ BIDET 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:FOUND.: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.DESIGN4/18/2024 12:08:37 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-404OTT4524.18.24 CB1586140811494.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLAN*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***OKOKOKOKOKOKOKOKOK||[][][][]][][[]]]||||[[4-2x64-2x6 WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, 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" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION1' - 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"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 & 7:12W/ 6:12 & 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"6" / 12"6" / 12"STANDARD ENERGY HEELS 1 ROOF VENT REQUIRED 6 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 SEALERVERIFY 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 FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)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 PLANS0' - 8"ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2x6 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 FOOTINGSTHE 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:FOUND.: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.DESIGN4/18/2024 12:08:38 PMKASILINGAM & SARAVANKUMARAN RESIDENCEL6, B4 -GLACIER CREEK 5TH ADDITION7052 184TH STREET WESTLAKEVILLE, MN 55044A-501OTT4524.18.24 CB1586140811494.12.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4143THE MADISONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2020 NVFA1 2' - 0" 2' - 0" 8' - 0"2 VECTOR ENVISION SERIES 1 3030 NVG1 TEMP. 3' - 0" 3' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 3040 NVPWG TEMP. 3' - 0" 4' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 3040E NVC1 3' - 0" 4' - 0" 6' - 10"5 VECTOR ENVISION SERIES 2 3636 NVG1 3' - 6" 3' - 6" VARIES6 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"8 VECTOR ENVISION SERIES 1 4050 NVPWG TEMP. 4' - 0" 5' - 0" 12' - 6 3/4"9 VECTOR ENVISION SERIES 2 5036E NVG1 5' - 0" 3' - 6" 6' - 10"10 VECTOR ENVISION SERIES 3 5040E NVG1 5' - 0" 4' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"12 VECTOR ENVISION SERIES 1 7050 NVGE 7' - 0" 5' - 0" 6' - 10"13 VECTOR ENVISION SERIES 3 8050E NVGE 8' - 0" 5' - 0" VARIES3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR FLEX ROOM 144 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 193 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 618 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 131 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 72 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 644 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM LVT 30 SF 9' - 1 1/8" .MAIN FLOOR POWDER LVT 29 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LVT 178 SF 9' - 1 1/8" .MAIN FLOOR DINING LVT 355 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM LVT 259 SF 9' - 1 1/8" .MAIN FLOOR FOYER LVT 159 SF 9' - 1 1/8" .MAIN FLOOR CLOSET LVT 27 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 42 SF 9' - 1 1/8"UPPER FLOOR LOFT CARPET 167 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 144 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 131 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 250 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 71 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 133 SF 8' - 1 1/8"UPPER FLOOR EN SUITE LVT 143 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 60 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/0 x 6/8 1 2' - 2" 6' - 11"2 2/4 SHWR DR. 13 2/4 x 6/8 10 2' - 6" 6' - 11"4 2/6 x 6/8 5 2' - 8" 6' - 11"5 2/8 x 6/8 5 2' - 10" 6' - 11"6 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"7 3/0 x 6/8 W/ 12" D.S. SL 18 5/0 x 6/8 1 5' - 2" 6' - 11"9 5/0 x 6/8 FULL VIEW 1 5' - 2" 6' - 11"10 8' x 7' O.H. GARAGE DOOR INSULATED 111 9/0 x 6/8 SLIDER 1 8' - 11 3/4" 6' - 8"12 16' x 7' O.H. GARAGE DOOR INSULATED 13" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP 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 LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5011TYP. COLUMN1/8" = 1'-0"A-5012ROOF PLAN1/2" = 1'-0"A-5014TYP. WALKOUT SECTION1/2" = 1'-0"A-5015TYP. LOOKOUT SECTION1/2" = 1'-0"A-5016TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5017TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5018GARAGE CEILING1/2" = 1'-0"A-5019BEARING WALL SECTION COPYRIGHT HANSON GROUP, LLC 2024©September 10, 2024Project Number:Date:4.431S11Sheets: of1PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionKasilingam & SaravankumaranResidence7052 184th Street WestLakeville, MN5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:9-10-24Date: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 Brunell52600UPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN 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 AND CAST-IN-PLACECONCRETE WINDOW WELLS AT A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE INACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THEREQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BYMARKA ARCHITECTURE LAST DATED 4-18-24 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECTSCOPE ABOVE. THE DESIGN OF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADERSIZES, FOUNDATION WALLS, PAD FOOTINGS, ETC IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THEHANSON GROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ONHOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFOREPROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIRINSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHORWITHIN 12" OF EACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHINGHOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.5.REVIEW OF PAD FOOTING REQUIREMENTS AT CONCENTRATED LOAD LOCATIONS IS BYOTHERS.6.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BYFLOOR SYSTEM AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWINGCRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTIONR602.10.4-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 AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGESTAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWINGCRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLERNAILS @ 8" O.C. MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUMSTUD 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 ATPANEL EDGES AND 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 x 3" TOENAILS.C.ROOF SHEATHING: 12" 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.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHERWITH (12) 0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES ANDPROVIDE (3) 0.131"Ø x 3" FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLER602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY ANDOUT-OF-PLANE WIND LOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OFTHE STRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THEHOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH ANAPPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: #4 BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III)geq = 60 PSF/FT (ACTIVE)BACKFILL SOIL:SAND (GROUP I AS NOTED IN SECTIONS):geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2000 PSF (ASSUMED)WALL 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 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 CODEBRACEDWALL LINEBRACED WALL LINE (4-FT) (4-FT) BRACED WALL LINE (4-FT)BRACEDWALL LINE(4-FT)(3.5-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)BRACED WALL LINE (5.6-FT)ONE-SIDEBRACEDWALL LINEBRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE (6-FT)(4-FT)BRACEDWALL LINE(4-FT)(5-FT)CONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 4/S1(4-FT) (6-FT)(3.25-FT)(4-FT)(4-FT)(2.5-FT)PARTIAL LOWER LEVEL FLOORPLAN SHOWN FOR LOCATIONREFERENCE ONLY1S1REFERENCE PLANS1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±10'-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 5/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 WASHERSNAIL 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'-112"±2'-112"±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 WALLBRACED WALL LINE (3-FT) (9.5-FT)(4-FT)(4-FT)CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAIL(4-FT)(4-FT)8 S1 WALL SECTION AT WINDOW WELL8S18'-4" MAX.SLOPE GRADE AWAYFROM FOUNDATIONGRANULARMATERIAL(SAND)2" TO HORIZ. BARS3'-6" MAX.SLAB-ON-GRADEWALL BEYOND#4 VERT. BARS ATWELL CORNERS &AT MIDPOINT OFREAR & SIDE WALLS8" MIN C.I.P.CONCRETE WALL20" x 8" CONCRETE STRIPFOOTING UNDER HOUSEFOUNDATION WALLS24" x 8" MIN. CONCRETESTRIP FOOTNG UNDERWINDOW WELL WALLSPROVIDE 2" RIGIDINSULATION AT BASEOF WELL & UP SIDE& REAR WALLSBELOW GRADEHORIZ. BAR OPTIONS:#4 BARS @ 12" O.C. OR#5 BARS @ 18" O.C. OR(2) #4 BARS @ 24" O.C.LAP AROUNDCORNERS & HOOKINTO BASEMENTWALLS EACH SIDE(2) #4 x 3'-0" BARSBELOW SLEEVE INSIDE WALL FOOTINGSPLACE (2) #4 VERTICALBARS FULL HEIGHTWITHIN 12" OFOPENING EACH ENDPROVIDE SLEEVE FOR 4" DRAINTILE PASS THROUGH IN SIDEWALL FOOTINGS#4 HORIZ. BARS @ TOPOF WALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED8" C.I.P. CONCRETE WALL MIN.#4 x 2'-6" HOOKS@ 24" O.C.2'-0"6"PLACE ONE ANCHOR WITHIN12" OF OPENING EACH END4'-0" ±8S1(3-FT) BRACED WALL LINE(3.5-FT)(3.5-FT)PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16" PERFORATED SHEARWALLRAISED ABOVE FLOOR SYSTEM6S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.HEADER & BEARING/KING STUDS ATSIDES OF OPENINGS BY SUPPLIERFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSBLOCK THROUGH FLOORSYSTEM BELOW STUDS AS REQ'D12"Ø THREADED ROD w/ NUT &WASHER AT HOLDOWN ENDSIMPSON HTT5 HOLDOWN ANCHORNAILED TO DOUBLE STUDS12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)CONSTRUCT PERFORATEDSHEARWALL AS SHOWN IN 6/S1(5-FT)(4-FT)PROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALL(5-FT)(4-FT) SECTION 7S1AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGNOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS OR SHEARWALLS ARE LOCATED ABOVEFLOOR CANTILEVER. SEE PLAN FOR APPLICABILITY.BRACED WALL PANELFASTEN BOTTOM PLATE TORIBBON BRACE / TRUSS w/(3) 16d NAILS EVERY 16" O.C.CANTILEVEREDFLOOR TRUSSBY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN TRUSSES AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 8"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C.PROVIDE 14" x 4" CONCRETESCREWS @ 32" O.C. THRU SILLPLATE INTO FOUNDATION AT THISWALL PORTION IN ADDITION TOANCHOR BOLTS (NOT SHOWN) DECK LEDGER INRIBBON18" 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: JRUDESILL@VILLAUME.COMPAINTED ENDF7,F8,F9PAINTED ENDPAINTED ENDDROPPED 2-PLY LVLF6F8F2F9F7F1F7F1F7F1F7F1F7F1F3F3F3F4F4F4F4F4F5F5F5F5F5F5F11F3F10F12F12F12F12F12F14F1317-10-003-08-003-08-0016-00-0022-00-0053-00-0038-00-0023-00-0019-00-0042-00-0042-00-001-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-08-002-00-002-00-002-00-002-00-002-00-0010-04-0015-00-0017-06-00 12-00-00 12-06-0015-00-0015-09-12Customer: Lyman Lumber - ChanhassenJob Number: 327370-CHome Owner: TOPAZ / MADISON / KASILINGAM RESJob Name: 1st FloorSite Address: 7052 184TH ST W 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: 5/10/2024Version: 8.5.3.233 POST-UP BOTH ENDS OF A315993# d0# u22477# d0# uFLUSH (2) 2X1020" 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: JRUDESILL@VILLAUME.COMFLUSH 2-PLY 9 1/2" LVLPAINTED ENDPAINTED ENDFF15FF2FF14FF1FF14FF1FF14FF3FF14FF3FF14FF3FF5FF5FF5FF7FF8FF9FF10FF10FF11FF11FF11FF11FF11FF19FF13FF4FF12FF12FF18FF6FF16FF17FF17FF17A3HHUS48HHUS48HHUS410HHUS410HHUS48HHUS48HHUS48HHUS48HHUS48HHUS48HHUS48HHUS482-00-0021-06-0021-06-0060-00-007-00-0038-00-0060-00-0010-00-0020-06-0018-06-0049-00-007-00-0017-06-0049-00-006-02-0010-04-001-08-002-00-002-00-002-00-002-00-008-001-04-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0012-00-00 7-00-0023-00-0036-06-0017-10-003-08-003-08-006-00-0012-00-00 12-06-0015-00-0015-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327370-CHome Owner: TOPAZ / MADISON / KASILINGAM RESJob Name: 1st FloorSite Address: 7052 184TH ST W 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: 5/10/2024Version: 8.5.3.233 POST-UP BOTH ENDS OF A315993# d0# u22477# d0# u2x4 LEDGER2x4 LEDGERDIMENSIONS 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: JRUDESILL@VILLAUME.COM9458# d1314# u10446# d1422# uLO1C1A2A1A1A3L1L1L2L3L4L5L6CT1J1J1J1J1K3K2K2K2K2K2K1K1K1K1M2M1M1M1M1M1M1M1M12-00-0021-06-0021-06-0060-00-007-00-0038-00-0060-00-0010-00-0020-06-0018-06-0049-00-007-00-0017-06-0049-00-002-00-002-00-002-00-002-00-0012-00-00 7-00-0023-00-0036-06-001-11-122-00-004-00-002-00-006-00-0012-00-00 12-06-0015-00-0015-00-001-11-042-00-002-00-002-00-002-00-00H1G2G1E2E1E1E1E1E1E1E1E1E1E1E1E3E3E3E5E5E5E5E5E3E4V1V2V3V4V5HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS2617-10-0015-04-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327370-CHome Owner: TOPAZ / MADISON / KASILINGAM RESJob Name: 1st FloorSite Address: 7052 184TH ST W 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: 5/10/2024Version: 8.5.3.233 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 8" flex " metal duct 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 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.9/11/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville7052 184th Street W BC730925 Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 68870 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 13ACX030P 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 13 180 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): 30853Residential 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: 2.550 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) 9/17/24 X PM