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Home My WebLink AboutLV24-00169 - 5309 177th 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 FLOOR930.7'UPPER PLATE949.6'T.O. HOUSE FOUNDATION929.0'MAIN PLATE939.8'MAIN PLATE939.8'UPPER FLOOR941.5'MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT12' - 3 3/8"SMARTSIDE BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTCULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5018" 12"7" / 12"ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"3' - 6"8" 12"T.O. GARAGE FOUNDATION927.5'1' - 6"7" / 12"(2) 8"x8"x36" CORBELS PLUMBING NOTESTOTAL FIXTURE UNITS: 59TOTAL LENGTH: 95'WATER SERVICE SIZE: 1"WATER METER SIZE: 1"WATER HEATER FEED: 1"BUILDING SUPPLY TO 1st BRANCH: 1 1/4"SOFTENER INLET SIZE: 1 1/4"WATER PRESSURE AT THE STREET: 60 PSI24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"7" / 12"8" 12"7" 12"24" RETURNS TYP.8" / 12"8" / 12"7" / 12"8" / 12"7" 12"0' - 7 1/2"3' - 0"8x8 0' - 7 1/4"0' - 7 1/4"0' - 2 1/8"FRONT VIEWSIDE VIEW 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.DESIGN9/12/2024 1:50:01 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-201OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB9.12.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNOR1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATION1/2" = 1'-0"A-2016CORBEL DETAIL - 8x36ELEVATION SCHEDULELEVEL ELEVATIONUPPER PLATE 949.6UPPER FLOOR 941.5MAIN PLATE 939.8MAIN FLOOR 930.7LOWER PLATE 929.1T.O. HOUSE FOUNDATION 929.0T.O. GARAGE FOUNDATION 927.5T.O. LOOKOUT 924.2T.O. GARAGE FOOTING 924.0LOWER FLOOR 921.0T.O. TYP. FTG 920.7T.O. W/O FTG 917.5Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode09/27/2024jnuetzman 5' - 6"6' - 4"2' - 0"0' - 2"18' - 10"36' - 0"2' - 11"8' - 2" M.O.2' - 11"2' - 11"16' - 2" M.O.2' - 11"18' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 26" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(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.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"54' - 0"42' - 2"9' - 10"2' - 0"4' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION54' - 0"5' - 9"6' - 1"11' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY4' - 6 1/2"25' - 10 1/2"7' - 3 3/4"0' - 8"7' - 2 1/4"4' - 5"4' - 10"50' - 0"8' - 0"16' - 10":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE14' - 0"22' - 0"LEAVE A 12" GAPIN FOOTING FOR PLUMBING7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY9' - 9 1/4"8' - 2 3/4":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.13' - 10"48" x 54" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.22' - 4"54' - 10"26' - 6"27' - 6"6' - 0"21' - 6"54' - 10"4' - 7"M.O.3' - 2"18' - 9"5' - 6"24' - 10"6' - 0 1/2"27' - 9 1/2"19' - 1 1/2"6' - 0 1/2"RECESS FLOOR 3" FOR FLUSH ENTRY SHOWER 6' - 4 1/2"15' - 11 1/2"0' - 4"TOP OF GARAGE FOUNDATIONTO DROP 18" FROM TOP OF TOP OF GARAGE FOUNDATION WALL TO MATCH TOP OF HOUSE FOUNDATION WALL 8" CONCRETE SLAB 42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY12' - 6 3/4"1' - 5 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. 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.DESIGN9/12/2024 1:50:02 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-401OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB9.12.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE5' - 6"6' - 4"2' - 0"0' - 2"22' - 0"14' - 0"18" FLOOR TRUSSESPER MFG. SPACING2' - 11"8' - 2" M.O.2' - 11"2' - 11"16' - 2" M.O.2' - 11"18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED22' - 4"SET SILL 6" ABOVE TREATED PLATE 3-14" LVL FLUSH 8' - 0"9' - 0"7' - 6"7' - 6"4-2x60' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.2-2x10 11' - 8"8' - 0"19' - 8"54' - 0"54' - 0"2-2x1011' - 10"AIR EX.36' - 0"18' - 10"BEDROOM #5BATH #5RECREATIONROOM2x6.9' - 2"4' - 2"2' - 6"19' - 0"4' - 2"11' - 0"16' - 2"20' - 0"4' - 0"5' - 10"36' - 2"6' - 0"2' - 0"9' - 10"42' - 2"6' - 7 1/4"4' - 7 1/4"2' - 0"9' - 1 1/2"SMOKEDET.B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.2' - 8"B.W.P.4' - 0"39' - 2"5' - 10"5' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESLAUNDRY #2R & SH.LINEN4-2x62-9 1/2" LSL5x7 PSL17' - 0"15' - 0"18' - 0"50' - 0"4' - 10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"64030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"174/0 x 6/8 OPG.143/0 x 6/8 PKTR.O. 6' -2" x 6' -11"103/0 x 6/8R.O. 3' -2" x 6' -11"103/0 x 6/8R.O. 3' -2" x 6' -11"185/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"13' - 10"2-9 1/2" LSL105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"208/0 x 6/8 SLIDERR.O. 8' -0" x 6' -8"B.W.P.3' - 0"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL6' - 0"21' - 6"54' - 10"26' - 6"27' - 6"54' - 10"20'-0" OF WALL BRACINGREQUIRED, BRACE TO FOUNDATION OR UNTILMINIMUM IS MET20'-0" OF WALL BRACINGREQUIRED, BRACE TO FOUNDATION OR UNTILMINIMUM IS MET12' - 0"7' - 1 1/2"6' - 0 1/2"103/0 x 6/8R.O. 3' -2" x 6' -11"5' - 0"HALLSHAFT5' - 6"24' - 10"30' - 4"3' - 6"83/0 OPG.FLUSH ENTRY TILE SHOWER GRAB BARS 36" LONG, 36" FROM FLOOR TO TOP OF BARPER CODE 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 CODEPED. SINKSTACK W/D2' - 7"13' - 2 1/4"185/0 x 6/8R.O. 5' -2" x 6' -11"103/0 x 6/8R.O. 3' -2" x 6' -11"ELONGATED COMFORT HEIGHTBEDROOM #672/8 x 6/8R.O. 2' -10" x 6' -11"4' - 7"M.O.3' - 2"18' - 9"R & SH.TOP OF GARAGE FOUNDATIONTO DROP 18" FROM TOP OF HOUSE FOUNDATION 10A-5013/4" PLYWOOD ALL SIDES TO INSIDE 5' - 1 3/4"TO INSIDE 5' - 1 3/4"2-9 1/2" LSL FLUSH 12' - 9"5' - 3"FLOOR GIRDERHHUS482-2x10 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2x66' - 0 1/2"6' - 0 1/2"27' - 9 1/2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.SMOKEDET.1/4" = 1'-0"A-4021LOWER FLOORTHE 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.DESIGN9/12/2024 1:50:04 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-402OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB9.12.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNORFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 42' - 0"10' - 0"2' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.SINKPORCH6' - 0"36' - 0"6' - 0"4' - 0"1' - 0"5' - 0"1' - 0"9' - 6"1' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO BE 11' -9 3/8"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGTYP.0' - 4 1/2"6' - 5 1/4"2' - 0"5' - 9"5' - 9"3' - 7"4' - 3"54' - 0"17' - 0"15' - 0"18' - 0"GARAGE5' - 6 3/4"25' - 1 1/4"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 5/8"10' - 6 1/4"2' - 9 1/8"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" 9' - 0"8' - 0"7' - 6"7' - 6"12' - 5 1/4"12' - 8"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 5 1/2"5' - 0"5' - 10"0' - 10"38' - 4"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x10 CONT. 3-14" LVL FLUSH 2-2x102-2x10 DROPPED2-2x10STAGGEREDUPPERS7' - 10"9' - 6"4' - 0"EQEQB.W.P.6' - 0"2' - 0"9" HEAT DUCT2-2x10 CONT. 24" CANT. ABOVEB.W.P.3' - 3"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.8' - 0"B.W.P.2' - 9"B.W.P.2' - 9"B.W.P.8' - 0"METHOD G.B.11' - 0" B.W.P.B.W.P.8' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 2' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDERBATH #4FLEX ROOMPANTRYCLOSETSMOKEDET.55" LINEAR ELEC. F.P.6' - 0"2-11 7/8" LSLFLUSH 5' - 10"5' - 0"2-2x10 DROPPED 5x7 PSL DW4-20" LVL FLUSHR & SH.R & SH.R & SH.60" F.G. SHWRSLIDING BYPASSSHWR. DR.3' - 0"8' - 0"3' - 0"3' - 0"16' - 0"3' - 0"14' - 0"22' - 0"7' - 4"11' - 6"RECYCLE10' - 7"1' - 11"1' - 0"3' - 6"5x7 PSLPOST UPBENCH3' - 3"2' - 9"12" SH.B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.8' - 10"METHOD G.B.4' - 0" B.W.P.PFH3' - 0"6' - 9"4' - 0"4' - 4 1/2"6' - 10 1/2"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2x64' VANITYDROPSPOT26' - 6"27' - 6"54' - 0"BASE & QUARTZ COUNTER18' - 10"36' - 0"5x7 PSL2-2x10 2-2x10 MFG. ROOF TRUSSES@ 24" O.C.SET F.P. 12" A.F.F.126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"74040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"44484050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 6' -10"164/0 x 6/8R.O. 4' -2" x 6' -11"113/0 x 6/8 FIRE RATEDR.O. 3' -2" x 6' -10 1/4"153/0 x 6/8 W/ 12" SL'S STEEL133/0 x 6/8 OPG.123/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"52/6 x 6/8R.O. 2' -8" x 6' -11"133/0 x 6/8 OPG.52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING10' - 7"OVEN /MICRO30' - 8"2-2x10 W/2 TRIMMERS 443650 NVPWG/3620NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"43-2x10 33016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"33016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"4-2x64-2x622' - 0"50' - 0"4' - 10"21' - 6"6' - 0"5' - 6 5/8"12' - 11 3/8"3' - 6"198' x 8' O.H. GARAGE DOOR84050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"2' - 9"3' - 3"12' - 0"4' - 0"1' - 9"3-2x10 2-2x10 2-2x102-2x10 B.W.P.2' - 6"B.W.P.4' - 0"PFH3' - 0"PFH3' - 0"PLYWOOD UNDERGYP. B.D. FOR WALLBRACING REQUIREMENTSMETHOD G.B.4' - 0" B.W.P.93/0 x 6/8R.O. 3' -2" x 6' -10 1/4"20' - 4"6' - 2"B.W.P.4' - 0"143/0 x 6/8 PKTR.O. 6' -2" x 6' -11"2x6SHAFTADDITIONAL STEPS IN WALK TO DRIVEWAY,VERIFY ON SITE 10A-501TO INSIDE5' - 1 3/4"TO INSIDE 5' - 1 3/4"3-11 7/8" LVL FLUSH 27' - 9 1/2"5' - 9 1/4"3/4" PLYWOOD ALL SIDES END PANELRAILING PER CODE 2-9 1/2" LSL DROPPED 5' - 6 3/4"18' - 5 1/4"FRAMING AT THE SHAFT WALLS, TO OVERHANG THE FOUNDATION 1/4" INSIDE THE GARAGE, SEE SHEET A-501DIM. TO 1/2" GYP.2116' x 8' O.H. GARAGE DOORPFH3' - 0"2' - 3"11' - 0"4' - 9"54' - 10"B.W.P.2' - 8"54' - 10"4' - 0"SIDEWALK TO DRIVEWAY LUD28-23-11 7/8" LSL5x7 PSL2-11 7/8" LSL2-2x10 2-2x62-2x6HGUS5.50/103-2x6GIRDER TRUSSHIP GIRDER 2-2x102-2x6GIRDER TRUSS MFG. ROOF TRUSSES@ 24" O.C.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. 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.DESIGN9/12/2024 1:50:06 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-403OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB9.12.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNORBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). BEDROOM #4BATH #3BEDROOM #3PRIMARY SUITEHALLBATH #17'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"15' - 0"10' - 0"42' - 0"42' - 0"CLOSET2' LINEN3' VANITY3' VANITYCLOSET #2CLOSET #1TILESHOWER42" WALL'S W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"8' - 9"8' - 9"20' - 0"16' - 0"5' - 7 7/8"6' - 9"4' - 7 1/8"7' - 6"7' - 6"40' - 0"6' - 0"11' - 6 7/8"28' - 5 1/8"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"6' - 8 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"2' - 11"7' - 5 1/4"14' - 8"3' - 7"6' - 7 1/4"4' - 7 3/4"7' - 1"5' - 5"14' - 5"1' - 8"3' - 6"6' - 5"5' - 4"2' - 8"12' - 0"2' - 0"6' - 10"2' - 0"1' - 7 1/4"4' - 9"4' - 4 1/2"5' - 9 1/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-2x102-9 1/2" LSL W/ 2 TRIMMERS KNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"4' VANITY2x6BATH #2TYP.2' - 0"2-2x102-2x102-2x10 2-2x10 SMOKEDET.B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"3-2x10 R & SH.R & SH. @ 65"2' - 4"2' - 2"CURB2'-6" LINEN2' - 0"6' - 0"SMOKEDET.2' - 8"2x6R & SH.ACCENT WALLACCENT WALL46' - 0"46' - 0"3' - 3"CONTROLHEADCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESCLOSETDOUBLE FRAME PLUMBING WALL5' F.G. TUB/SHWR22/4 x 6/8R.O. 2' -6" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"32/4 x 6/8 OPG.62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"95036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"54020 NVFA1 TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"148050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"138040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"116020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"LAUNDRY2-2x10 48" F.G. SHWR1' - 9"66" FREE STANDINGTUBDRYERWASHERSINK2-2x10 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.DESIGN9/12/2024 1:50:08 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-404OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB9.12.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 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 FLOOR PLATE HEIGHT8' - 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 SHEATHINGR-20 MIN. SPRAYFOAM INSULATIONALL 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 TRUSS18" OVERHANGS & 12" RAKES TYPSTANDARD ENERGY HEELS @ 7:12 W/ 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"3 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED7" / 12"7" / 12"8" / 12"1 ROOF VENT REQUIRED8" / 12"7" / 12"7" / 12"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 SEALER3/4" 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 PLANS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY 2' - 2"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 6"2x4 @ BOTTOM1x3 TYP.2x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFITFRONTSIDETOP VIEW1' - 6"1' - 6"FRAMING4x4 POST1' - 6"MAIN FLOOR930.7'LOWER FLOOR921.0'T.O. TYP. FTG920.7'T.O. HOUSE FOUNDATION929.0'MAIN PLATE939.8'MAIN PLATE939.8'UPPER FLOOR941.5'LOWER PLATE929.1'T.O. GARAGE FOUNDATION927.5'8" CONCRETE FLOOR SHAFTFOYERHALLGARAGELOWER FLOOR PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT 9' - 1 1/8"GARAGE PLATE HEIGHT 10' - 9 3/8"POUR HEIGHT 8' - 4"1' - 6"18" FLOOR TRUSSES20" FLOOR TRUSSESGARAGE FLOOR TO INSIDE FINISH5' - 1 3/4"3/4" PLYWOOD ALL SIDES FRAMING AT THE SHAFT WALLS TO OVERHANG THE FOUNDATION 1/4" INSIDE THE GARAGE 3/4" PLYWOOD TO ALIGN W/ INSIDE OF FOUNDATION WALL 0' - 4"0' - 0 1/4"0' - 0 3/4"1/2" GYP BOARD,TAPE & MUD ALL SEAMS0' - 6"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 26" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.INSULATE FLOOR ABOVE PER CODE 0' - 8"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.DESIGN9/12/2024 1:50:10 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-501OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB9.12.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNORWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2020 NVFA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 2 3016 NVPWG 3' - 0" 1' - 6" 8' - 0"4 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 7' - 0" 8' - 0"5 VECTOR ENVISION SERIES 1 4020 NVFA1 TEMP. 4' - 0" 2' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"7 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"8 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 8' - 0"9 VECTOR ENVISION SERIES 1 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 3 6050E NVG1 6' - 0" 5' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING3" 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:DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/6 x 6/8 12 2/4 x 6/8 53 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 25 2/6 x 6/8 66 2/6 x 6/8 PKT 27 2/8 x 6/8 48 3/0 OPG. 19 3/0 x 6/8 110 3/0 x 6/8 411 3/0 x 6/8 FIRE RATED 112 3/0 x 6/8 FULL VIEW 113 3/0 x 6/8 OPG. 214 3/0 x 6/8 PKT 215 3/0 x 6/8 W/ 12" SL'S STEEL 116 4/0 x 6/8 117 4/0 x 6/8 OPG. 118 5/0 x 6/8 219 8' x 8' O.H. GARAGE DOOR 120 8/0 x 6/8 SLIDER 121 16' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 151 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 148 SF 8' - 2"LOWER FLOOR BATH #5 VINYL 54 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 80 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 527 SF 8' - 2"LOWER FLOOR LAUNDRY #2 CARPET 34 SF 8' - 2" FINISHEDLOWER FLOOR HALL CARPET 58 SF 8' - 2"LOWER FLOOR SHAFT 27 SF 18' - 9 7/8"LOWER FLOOR BEDROOM #6 CARPET 200 SF 8' - 2"MAIN FLOOR KITCHEN WOOD 251 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 238 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 123 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD MATCH KITCHEN 114 SF 9' - 1 1/8".MAIN FLOOR MUD RM. VINYL 56 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 818 SF 10' - 9 3/8"MAIN FLOOR BATH #4 VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 143 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 17 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 181 SF 8' - 1 1/8" .UPPER FLOOR BATH #3 VINYL 93 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 241 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 141 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR BATH #1 TILE 173 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 52 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 42 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 75 SF 8' - 1 1/8" .UPPER FLOOR BATH #2 VINYL 56 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 15 SF 8' - 1 1/8"1/8" = 1'-0"A-5011ROOF PLAN1/2" = 1'-0"A-5015TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5016TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5019METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5014TYP. COLUMN3/8" = 1'-0"A-50110SHAFT SECTION FLUSH HEAER BY OTHERSNEED TOVERIFY SIZETHA42218" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.EXTRA TRUSS ADDED FOR PLUMBING.SHIFT TRUSSES TO AVOID PLUMBING.DO NOT OVER SPACE TRUSSES.FLUSH HEADER AND GIRDER AT ELEVATOROPENING TO CARRY FLOOR LOAD ONLY.GIRDER DOES NOT CARRY ANY ELEVATORLOAD.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLANDY @ 651-688-3613OREMAIL: ANDY.HOERNEMANN@TRUSSABC.COMFLUSH HEADERBY OTHERSF1F2F2F3F3F3F4F4F4F9F9F9F9F9F9F9F9F9F10F5F6F7F7F7F8F13F14F14F14F14F14F17F15F15F11F12F12F12F12F12F12F12F11F15F15F6F6F18F1616-00-008-00-0012-00-0036-00-006-00-0017-00-0015-00-0018-00-006-00-0022-00-006-05-042-00-0011-06-007-10-0030-08-005-06-124-00-00 4-00-0050-00-005-06-128-00-008-00-008-00-008-00-008-00-0010-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327190-AHome Owner: TOPAZ / CONNOR / WORKU RESJob Name: RoofSite Address: 5309 177TH ST W Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 7/2/2024Version: 8.7.3.303 FLUSH HEAER BY OTHERSTHA422FLUSH HEADERBY OTHERSFLUSH HEAER BY OTHERS<--- (7) LUS410 ---><--- (12) HHUS48 ---><--- 2X4 LEDGER ---><--- 2X4 LEDGER --->THGQ2USE HUS28 HANGERS SPACED 16" O/CTO FRAME KNEE WALL OFF "S" BOTTOMCHORD. KNEE WALL WILL BE 20" HIGH.RUN FLOOR DECKING TO TOP OF KNEE WALLAND FRAME UPPER LEVEL WALL ON TOP.THAC422POST UP(2) TBE6HUS2620" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.EXTRA TRUSSES ADDED FOR PLUMBING.SHIFT TRUSSES TO AVOID PLUMBING.DO NOT OVERSPACE TRUSSES.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLANDY @ 651-688-3613OREMAIL: ANDY.HOERNEMANN@TRUSSABC.COMFF1FF2FF2FF13FF14FF14FF14FF14FF14FF19FF10FF10FF10FF10FF7FF7FF7FF7FF8FF8FF8FF9FF3FF3FF4FF15FF6FF15FF15FF15FF3FF6FF16FF11FF16FF16FF18FF18FF18FF18FF18FF18FF18FF18FF12FF12FF12FF12FF12FF12FF12FF11FF5FF17FF15FF6SKG1GGGGGGGGGGN1NNNMMMMMK1HJJJJJJJJJJJ1LS2S1S1S1RJ4J3J2J2J2J2J2J2J2J2J2J2L1C T J5V1FV2FV3FWV4FV5FV610-00-008-00-0012-00-00 8-00-00 16-00-0036-00-002-00-0017-00-0015-00-0010-00-006-00-004-00-006-00-006-00-0021-06-0026-06-0011-06-007-04-0017-06-0013-06-00 11-00-0022-00-008-00-008-00-008-00-008-00-0010-00-001-04-0014-00-0052-00-0054-00-0054-10-0017-00-0015-00-0018-00-004-10-0054-10-0036-00-0018-10-00Customer: Lyman Lumber - ChanhassenJob Number: 327190-AHome Owner: TOPAZ / CONNOR / WORKU RESJob Name: RoofSite Address: 5309 177TH ST W Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 7/2/2024Version: 8.7.3.303 <--- 2X4 LEDGER ---><--- 2X4 LEDGER --->THGQ2USE HUS28 HANGERS SPACED 16" O/CTO FRAME KNEE WALL OFF "S" BOTTOMCHORD. KNEE WALL WILL BE 20" HIGH.RUN FLOOR DECKING TO TOP OF KNEE WALLAND FRAME UPPER LEVEL WALL ON TOP.POST UP(2) TBE6HUS26SKG1GGGGGGGGGGN1NNNMMMMMK1HJJJJJJJJJJJ1LS2S1S1S1RJ4J3J2J2J2J2J2J2J2J2J2J2L1C T J5V1FV2FV3FWV4FV5FV636-00-002-00-0017-00-0015-00-0010-00-006-00-004-00-006-00-006-00-0021-06-0026-06-0011-06-007-04-0017-06-0013-06-00 11-00-0022-00-0014-00-0052-00-0054-00-0054-10-0017-00-0015-00-0018-00-004-10-0054-10-0036-00-0018-10-00ACD1DDDDDDDDDDDDDDD2D2D2D3E2E1EP1PPPPPPPPPPPPPPPPPP1Customer: Lyman Lumber - ChanhassenJob Number: 327190-AHome Owner: TOPAZ / CONNOR / WORKU RESJob Name: RoofSite Address: 5309 177TH ST W Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 7/2/2024Version: 8.7.3.303 MAIN FLOOR930.7'UPPER PLATE949.6'T.O. HOUSE FOUNDATION929.0'MAIN PLATE939.8'MAIN PLATE939.8'UPPER FLOOR941.5'MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT12' - 3 3/8"SMARTSIDE BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5018" 12"7" / 12"ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"3' - 6"8" 12"T.O. GARAGE FOUNDATION927.5'1' - 6"7" / 12"(2) 8"x8"x36" CORBELS 24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"7" / 12"8" 12"7" 12"24" RETURNS TYP.8" / 12"8" / 12"7" / 12"8" / 12"7" 12"0' - 7 1/2"3' - 0"8x8 0' - 7 1/4"0' - 7 1/4"0' - 2 1/8"FRONT VIEWSIDE VIEW 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.DESIGN6/6/2024 4:17:04 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-201OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNOR1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATION1/2" = 1'-0"A-2016CORBEL DETAIL - 8x36 5' - 6"6' - 4"2' - 0"0' - 2"18' - 10"36' - 0"2' - 10 1/2"8' - 3" M.O.2' - 10 1/2"2' - 10 1/2"16' - 3" M.O.2' - 10 1/2"18' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 26" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(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.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"54' - 0"42' - 2"9' - 10"2' - 0"4' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION54' - 0"5' - 9"6' - 1"11' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY4' - 6 1/2"25' - 10 1/2"7' - 3 3/4"0' - 8"7' - 2 1/4"4' - 5"4' - 10"50' - 0"7' - 9 1/4"17' - 0 3/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE14' - 0"22' - 0"LEAVE A 12" GAPIN FOOTING FOR PLUMBING7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY9' - 9 1/4"8' - 2 3/4":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.13' - 10"48" x 54" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.22' - 4"54' - 10"26' - 6"27' - 6"6' - 0"21' - 6"54' - 10"4' - 6 1/2"M.O.3' - 3"18' - 8 1/2"5' - 6"24' - 10"6' - 0 1/2"27' - 9 1/2"19' - 1 1/2"6' - 0 1/2"RECESS FLOOR 3" FOR FLUSH ENTRY SHOWER 6' - 4 1/2"15' - 11 1/2"0' - 4"TOP OF GARAGE FOUNDATIONTO DROP 18" FROM TOP OF HOUSE FOUNDATION TOP OF GARAGE FOUNDATION WALL TO MATCH TOP OF HOUSE FOUNDATION WALL 8" CONCRETE SLAB BEAM POCKET 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.DESIGN6/6/2024 4:17:06 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-401OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLANNo beam pocketshould be requiredif the beam isinstalled Flush UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE5' - 6"6' - 4"2' - 0"0' - 2"22' - 0"14' - 0"18" FLOOR TRUSSESPER MFG. SPACING2' - 10 1/2"8' - 3" M.O.2' - 10 1/2"2' - 10 1/2"16' - 3" M.O.2' - 10 1/2"18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED22' - 4"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3-14" LVL FLUSH (3-16')8' - 0"9' - 0"7' - 6"7' - 6"4-2x60' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.2-2x10 (1-10')11' - 8"8' - 0"19' - 8"54' - 0"54' - 0"2-2x10 (1-10')11' - 10"AIR EX.36' - 0"18' - 10"BEDROOM #5BATHRECREATIONROOM2x6.9' - 2"4' - 2"2' - 6"19' - 0"4' - 2"11' - 0"16' - 2"20' - 0"4' - 0"5' - 10"36' - 2"6' - 0"2' - 0"9' - 10"42' - 2"6' - 7 1/4"4' - 7 1/4"2' - 0"9' - 1 1/2"SMOKEDET.B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.2' - 8"B.W.P.4' - 0"39' - 2"5' - 10"5' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESLAUNDRY #2R & SH.LINEN4-2x62-9 1/2" LVL (1-12')5x7 PSL17' - 0"15' - 0"18' - 0"50' - 0"4' - 10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"64030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"174/0 x 6/8 OPG.143/0 x 6/8 PKTR.O. 6' -2" x 6' -11"103/0 x 6/8R.O. 3' -2" x 6' -11"103/0 x 6/8R.O. 3' -2" x 6' -11"185/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"13' - 10"2-9 1/2" LVL (2-10') 105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"208/0 x 6/8 SLIDERR.O. 8' -0" x 6' -8"B.W.P.3' - 0"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL6' - 0"21' - 6"54' - 10"26' - 6"27' - 6"54' - 10"20'-0" OF WALL BRACINGREQUIRED, BRACE TO FOUNDATION OR UNTILMINIMUM IS MET20'-0" OF WALL BRACINGREQUIRED, BRACE TO FOUNDATION OR UNTILMINIMUM IS MET7' - 8"103/0 x 6/8R.O. 3' -2" x 6' -11"5' - 0"HALLSHAFT5' - 6"24' - 10"30' - 4"3' - 6"83/0 OPG.FLUSH ENTRY TILE SHOWER GRAB BARS 36" LONG, 36" FROM FLOOR TO TOP OF BARPER CODE 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 CODEPED. SINKSTACK W/D2' - 7"13' - 2 1/4"185/0 x 6/8R.O. 5' -2" x 6' -11"103/0 x 6/8R.O. 3' -2" x 6' -11"ELONGATED COMFORT HEIGHTBEDROOM #672/8 x 6/8R.O. 2' -10" x 6' -11"4' - 6 1/2"M.O.3' - 3"18' - 8 1/2"R & SH.TOP OF GARAGE FOUNDATIONTO DROP 18" FROM TOP OF HOUSE FOUNDATION 10A-501BEAM POCKET 3/4" PLYWOOD ALL SIDES TO INSIDE 5' - 1 3/4"TO INSIDE 5' - 1 3/4"XXXX FLUSH 12' - 9"5' - 3"1/4" = 1'-0"A-4021LOWER FLOORTHE 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.DESIGN6/6/2024 4:17:07 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-402OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNORNo beam pocketshould be requiredif the beam isinstalled Flush2-9 1/2" LSLHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x10X X X2-2x10 w/2 Trimmers2-9 1/2" LSLFlushGirderTruss2-9 1/2" LSL2-9 1/2" LSL 42' - 0"10' - 0"2' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.SINKPORCH6' - 0"36' - 0"6' - 0"4' - 0"1' - 0"5' - 0"1' - 0"9' - 6"1' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO BE 11' -9 3/8"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING0' - 4 1/2"6' - 5 1/4"2' - 0"5' - 9"5' - 9"3' - 7"4' - 3"54' - 0"17' - 0"15' - 0"18' - 0"GARAGE5' - 6 3/4"25' - 1 1/4"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 5/8"10' - 6 1/4"2' - 9 1/8"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" 9' - 0"8' - 0"7' - 6"7' - 6"12' - 5 1/4"12' - 8"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"38' - 4"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-7 1/4" LVL CONT. (2-12')3-14" LVL FLUSH (3-16')2-7 1/4" LVL (2-8')2-2x10 DROPPED(2-14')2-7 1/4" LVL (2-8')STAGGEREDUPPERS7' - 10"9' - 6"4' - 0"EQEQB.W.P.6' - 0"2' - 0"9" HEAT DUCT2-7 1/4" LVL CONT. (2-12')24" CANT. ABOVEB.W.P.3' - 3"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.8' - 0"B.W.P.2' - 9"B.W.P.2' - 9"B.W.P.8' - 0"METHOD G.B.11' - 0" B.W.P.B.W.P.8' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 (1-8')2' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDERBATHFLEX ROOMPANTRYCLOSETSMOKEDET.55" LINEAR ELEC. F.P.6' - 0"2-11 7/8" LVLFLUSH (1-12')U210-25' - 10"5' - 0"2-2x10 DROPPED (2-10')5x7 PSL DW4-20" LVL FLUSH(4-22')R & SH.R & SH.R & SH.60" F.G. SHWRSLIDING BYPASSSHWR. DR.3' - 0"8' - 0"3' - 0"3' - 0"16' - 0"3' - 0"14' - 0"22' - 0"7' - 4"11' - 6"RECYCLE10' - 7"1' - 11"1' - 0"3' - 6"5x5 PSLBENCH3' - 3"2' - 9"12" SH.B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.8' - 10"METHOD G.B.4' - 0" B.W.P.PFH3' - 0"6' - 9"4' - 0"4' - 4 1/2"6' - 10 1/2"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2x64' VANITYDROPSPOT26' - 6"27' - 6"54' - 0"BASE & QUARTZ COUNTER18' - 10"36' - 0"2-9 1/2" LVL (2-8')5x7 PSL3-2x10 (1-10')2-7 1/4" LVL (2-8')MFG. ROOF TRUSSES@ 24" O.C.SET F.P. 12" A.F.F.126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"74040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"44484050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 6' -10"164/0 x 6/8R.O. 4' -2" x 6' -11"113/0 x 6/8 FIRE RATEDR.O. 3' -2" x 6' -10 1/4"153/0 x 6/8 W/ 12" SL'S STEEL133/0 x 6/8 OPG.123/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"52/6 x 6/8R.O. 2' -8" x 6' -11"133/0 x 6/8 OPG.52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING10' - 7"OVEN /MICRO30' - 8"2-2x10 W/2 TRIMMERS EA. SIDE (1-8')443650 NVPWG/3620NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"43-2x10 (1-12')33016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"33016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"4-2x64-2x622' - 0"50' - 0"4' - 10"21' - 6"6' - 0"5' - 6 5/8"12' - 11 3/8"3' - 6"198' x 8' O.H. GARAGE DOOR84050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"2' - 9"3' - 3"12' - 0"4' - 0"1' - 9"3-2x10 (1-12')2-2x10 (1-10')2-2x10(1-10')2-2x10 (1-10')B.W.P.2' - 6"B.W.P.4' - 0"PFH3' - 0"PFH3' - 0"PLYWOOD UNDERGYP. B.D. FOR WALLBRACING REQUIREMENTSMETHOD G.B.4' - 0" B.W.P.93/0 x 6/8R.O. 3' -2" x 6' -10 1/4"20' - 4"6' - 2"B.W.P.4' - 0"143/0 x 6/8 PKTR.O. 6' -2" x 6' -11"2x6SHAFTADDITIONAL STEPS IN WALK TO DRIVEWAY,VERIFY ON SITE 10A-501TO INSIDE5' - 1 3/4"TO INSIDE 5' - 1 3/4"XXXX FLUSH 27' - 9 1/2"5' - 9 1/4"3/4" PLYWOOD ALL SIDES END PANELRAILING PER CODE 2-9 1/2" LVL DROPPED (2-10') 5' - 6 3/4"18' - 5 1/4"FRAMING AT THE SHAFT WALLS, TO OVERHANG THE FOUNDATION 1/4" INSIDE THE GARAGE, SEE SHEET A-501DIM. TO 1/2" GYP.2116' x 8' O.H. GARAGE DOORPFH3' - 0"2' - 3"11' - 0"4' - 9"54' - 10"B.W.P.2' - 8"54' - 10"4' - 0"SIDEWALK TO DRIVEWAY 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. 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.DESIGN6/6/2024 4:17:09 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-403OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNORLUS21022-2x10 Cont.2-2x10 Cont.2-2x102-2x10Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x102-2x102-11 7/8" LSL FlushHGUS5.50/102-9 1/2" LSL2-2x102-2x103-2x63-11 7/8" LSL3-11 7/8" LVLFlush2-2x62-11 7/8" LSLX X X X X X X X X X2-2x65x5 PSL BEDROOM #4BATHBEDROOM #3PRIMARY SUITEHALLEN SUITE7'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"15' - 0"10' - 0"42' - 0"42' - 0"CLOSET2' LINEN3' VANITY3' VANITYCLOSET #2CLOSET #1TILESHOWER42" WALL'S W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"8' - 9"8' - 9"20' - 0"16' - 0"5' - 7 7/8"6' - 9"4' - 7 1/8"7' - 6"7' - 6"40' - 0"6' - 0"11' - 6 7/8"28' - 5 1/8"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"6' - 8 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"2' - 11"7' - 5 1/4"14' - 8"3' - 7"6' - 7 1/4"4' - 7 3/4"7' - 1"5' - 5"14' - 5"1' - 8"3' - 6"6' - 5"5' - 4"2' - 8"12' - 0"2' - 0"6' - 10"2' - 0"1' - 7 1/4"4' - 9"4' - 4 1/2"5' - 9 1/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-7 1/4" LVL (2-10')2-9 1/2" LVL2-2x6 EA. SIDE(2-8')KNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"4' VANITY2x6BATHTYP.2' - 0"2-7 1/4" LVL (1-12')2-7 1/4" LVL (1-12')2-7 1/4" LVL (2-10')2-2x10 (1-8')2-2x10 (1-8')SMOKEDET.B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"3-2x10 (3-8')R & SH.R & SH. @ 65"2' - 4"2' - 2"CURB2'-6" LINEN2' - 0"6' - 0"SMOKEDET.2' - 8"2x6R & SH.ACCENT WALLACCENT WALL46' - 0"46' - 0"3' - 3"CONTROLHEADCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESCLOSETDOUBLE FRAME PLUMBING WALL5' F.G. TUB/SHWR22/4 x 6/8R.O. 2' -6" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"32/4 x 6/8 OPG.62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"95036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"54020 NVFA1 TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"138050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"148040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"116020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"LAUNDRY2-2x10 (1-8')48" F.G. SHWR1' - 9"66" FREE STANDINGTUBDRYERWASHERSINKTHE 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.DESIGN6/6/2024 4:17:10 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-404OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x102-2x102-9 1/2" LSL2-2x102-2x10 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 FLOOR PLATE HEIGHT8' - 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 SHEATHINGR-20 MIN. SPRAYFOAM INSULATIONALL 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 TRUSS18" OVERHANGS & 12" RAKES TYPSTANDARD ENERGY HEELS @ 7:12 W/ 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"3 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED7" / 12"7" / 12"8" / 12"1 ROOF VENT REQUIRED8" / 12"7" / 12"7" / 12"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 SEALER3/4" 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 PLANS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)2' - 2"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 6"2x4 @ BOTTOM1x3 TYP.2x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFITFRONTSIDETOP VIEW1' - 6"1' - 6"FRAMING4x4 POST1' - 6"MAIN FLOOR930.7'LOWER FLOOR921.0'T.O. TYP. FTG920.7'T.O. HOUSE FOUNDATION929.0'MAIN PLATE939.8'MAIN PLATE939.8'UPPER FLOOR941.5'LOWER PLATE929.1'T.O. GARAGE FOUNDATION927.5'8" CONCRETE FLOOR SHAFTFOYERHALLGARAGELOWER FLOOR PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT 9' - 1 1/8"GARAGE PLATE HEIGHT 10' - 9 3/8"POUR HEIGHT 8' - 4"1' - 6"18" FLOOR TRUSSES20" FLOOR TRUSSESGARAGE FLOOR TO INSIDE FINISH5' - 1 3/4"3/4" PLYWOOD ALL SIDES FRAMING AT THE SHAFT WALLS TO OVERHANG THE FOUNDATION 1/4" INSIDE THE GARAGE 3/4" PLYWOOD TO ALIGN W/ INSIDE OF FOUNDATION WALL 0' - 4"0' - 0 1/4"0' - 0 3/4"1/2" GYP BOARD,TAPE & MUD ALL SEAMS0' - 6"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 26" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.INSULATE FLOOR ABOVE PER CODE 0' - 8"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.DESIGN6/6/2024 4:17:12 PMTHE TUFFA & WORKU RESIDENCEL12, B2 -PHEASANT RUN 7TH ADD'N5309 177TH STREET WESTLAKEVILLE, MN 55044A-501OTT4345.14.24 DB1699147811825.30.24 CB6.6.24 CB2.14.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4359THE CONNORWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2020 NVFA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 2 3016 NVPWG 3' - 0" 1' - 6" 8' - 0"4 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 7' - 0" 8' - 0"5 VECTOR ENVISION SERIES 1 4020 NVFA1 TEMP. 4' - 0" 2' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"7 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"8 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 8' - 0"9 VECTOR ENVISION SERIES 1 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 3 6050E NVG1 6' - 0" 5' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING3" 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:DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/6 x 6/8 12 2/4 x 6/8 53 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 25 2/6 x 6/8 66 2/6 x 6/8 PKT 27 2/8 x 6/8 48 3/0 OPG. 19 3/0 x 6/8 110 3/0 x 6/8 411 3/0 x 6/8 FIRE RATED 112 3/0 x 6/8 FULL VIEW 113 3/0 x 6/8 OPG. 214 3/0 x 6/8 PKT 215 3/0 x 6/8 W/ 12" SL'S STEEL 116 4/0 x 6/8 117 4/0 x 6/8 OPG. 118 5/0 x 6/8 219 8' x 8' O.H. GARAGE DOOR 120 8/0 x 6/8 SLIDER 121 16' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 151 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 148 SF 8' - 2"LOWER FLOOR BATH VINYL 54 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 80 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 527 SF 8' - 2"LOWER FLOOR LAUNDRY #2 CARPET 34 SF 8' - 2" FINISHEDLOWER FLOOR HALL CARPET 58 SF 8' - 2"LOWER FLOOR SHAFT 27 SF 18' - 9 7/8"LOWER FLOOR BEDROOM #6 CARPET 200 SF 8' - 2"MAIN FLOOR KITCHEN WOOD 251 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 238 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 123 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD MATCH KITCHEN 114 SF 9' - 1 1/8".MAIN FLOOR MUD RM. VINYL 56 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 818 SF 10' - 9 3/8"MAIN FLOOR BATH VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 143 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 17 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 181 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 93 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 241 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 141 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 173 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 52 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 42 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 75 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 56 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 15 SF 8' - 1 1/8"1/8" = 1'-0"A-5011ROOF PLAN1/2" = 1'-0"A-5015TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5016TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5019METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5014TYP. COLUMN3/8" = 1'-0"A-50110SHAFT SECTION 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: 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.9/19/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville5309 177th Street W BC730925 Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 74847 Heating Gain Cooling Load 95 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 13ACX036 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 14 190 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): 35206Residential 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: ML1934H09016C 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) 9/19/24 X PM