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Home My WebLink AboutLA201985-20249 Glenbrook Path 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 4/8/22 DM 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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. HOUSE FOUNDATION0' -0"T.O. HOUSE 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 HEIGHT11' - 9 3/8"VINYL BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8" 12"6" SMARTSIDE STORY BOARD6" BUMPED OUTLOUVER W/ CORBELSVINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"7" / 12"T.O. GARAGE FOUNDATION-1' -0"1' - 0"5" / 12"7" / 12"3' - 6"8" 12"8" 12"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"24" RETURNS TYP.8" / 12"8" / 12"7" / 12"7" 12"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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED5/16/2022 2:21:41 PMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-201OTT2835.12.22 CB18081528116344995.16.22 CB5.12.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR1.27.22 CBTHE CONNOR1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 ROOF PLAN/ DETAILS/ SCHEDULESA-502 DETAILSSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode05/17/2022dmathews 11' - 10"2' - 0"0' - 2"18' - 10"36' - 0"1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"18' - 0"17' - 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 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"56' - 0"43' - 2"12' - 10"7' - 0"5' - 10"36' - 2"7' - 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 INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINT27' - 6"28' - 6"56' - 0"8' - 9"6' - 1"14' - 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 WAY32' - 10 1/2"6' - 7"1' - 2 1/2"6' - 11"4' - 5"54' - 10"7' - 9 1/4"24' - 6 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 CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODELEAVE A 12" GAPIN FOOTING FOR PLUMBING7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 9 1/4"8' - 2 3/4"52' - 0"2' - 10"54' - 10"13' - 10"7' - 0"22' - 4"29' - 4"32' - 4"TOP OF GARAGE FOUNDATIONTO DROP 12" FROM THE TOP OFHOUSE FOUNDATIONTOP OF GARAGE FOUNDATION WALL TO MATCH TOP OF HOUSEFOUNDATION WALL8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 20" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.3' - 10 1/4"13' - 1 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY48" x 54" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY12' - 0"12' - 0"12' - 0"1' - 0"25' - 8"48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYTHE 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED5/16/2022 2:21:41 PMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-401OTT2835.12.22 CB18081528116344995.16.22 CB5.12.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR1.27.22 CBTHE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"0' - 2"18' - 10"36' - 0"18" FLOOR TRUSSESPER MFG. SPACING1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"1' - 4 1/2"9' - 3" M.O.1' - 4 1/2"18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED18' - 0"17' - 0"17' - 0"27' - 6"28' - 6"SET SILL 6" ABOVE TREATED PLATE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3-14" LVL FLUSH 9' - 0"8' - 0"8' - 6"8' - 6"12' - 9"5' - 3"4-2x624" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x102-2x1011' - 8"8' - 0"19' - 8"56' - 0"56' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINT2-2x1014' - 10"AIR EX.54' - 10"48" F.G. SHWR3' VANITYBEDROOM #5BATHRECREATIONROOM2x6.12' - 2 3/4"3' - 7 1/2"2' - 6"14' - 9"18' - 10 3/4"16' - 2"20' - 0"7' - 0"5' - 10"36' - 2"7' - 0"12' - 10"43' - 2"6' - 7"3' - 7 1/2"2' - 0"17' - 1 1/2"SMOKEDET.CS-WSP2' - 8" B.W.P.41' - 2"5' - 10"5' - 0"KNEE WALL W/PAINTED SPINDLESCS-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 NOTESSTORAGER & SH.LINEN32' - 4"4-2x62-11 7/8" LSL W/ 3 TRIMMERS 2-9 1/2" LVL3-9 1/2" LSL5x7 PSL2-2x10 FLUSH7' - 0"22' - 4"29' - 4"2-ZONE HEATING W/ THERMOSTATS, MAIN FLOOR AND BASEMENT ON ONE ZONE, BEDROOMS ON SEPARATE ZONE MECHANICAL CHASE ABOVE BATTERY BACK UP52' - 0"2' - 10"72/8 x 6/8R.O. 2' -10" x 6' -11"94836 PICR.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"22/4 x 6/8R.O. 2' -6" x 6' -11"124-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"126042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"135/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"126042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"13' - 10"54' - 10"TOP OF GARAGE FOUNDATIONTO DROP 12" FROM THE TOP OFHOUSE FOUNDATION5' - 0"5' - 10"39' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.1' - 0"25' - 8"12' - 0"12' - 0"12' - 0"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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED5/16/2022 2:21:43 PMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-402OTT2835.12.22 CB18081528116344995.16.22 CB5.12.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR1.27.22 CBTHE CONNORFAN DN 3RUP 17RDN 16RDN 5R43' - 0"13' - 0"36" REFKITCHENDINING ROOMGREAT ROOM8" BOX VAULTFOYEROFFICEMUD RM.FARM SINK S.SPORCH7' - 0"36' - 0"6' - 0"7' - 0"1' - 2"4' - 10"1' - 2"9' - 2"1' - 2"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGTYP.0' - 4 1/2"5' - 0"7' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"56' - 0"17' - 0"17' - 0"18' - 0"GARAGE2' - 0"30' - 8"R & SH. @ 65"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"20' - 0"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" U.C. LIGHT9' - 0"8' - 0"8' - 6"8' - 6"2' - 3"11' - 0"4' - 9"16' - 0"14' - 8"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"GIRDER TRUSSGIRDER TRUSSFLOORGIRDER3' - 3"3' - 9"SEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x10 CONT.2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-2x102-9 1/2" LSL DROPPED 2-2x10 DROPPED2-2x123-2x6ALL UPPERS TO THE CEILING W/ GLASS DOORS ON TOP 11' - 6"7' - 10"3' - 3"3' - 9"END PANELDBLOVENEQEQ2' - 0"9" HEAT DUCT2-2x102-2x10 CONT.2-2x1024" CANT. ABOVEATTICACCESSCS-PF2' - 8"CS-PF2' - 8"WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TRIMMERS EA. SIDE3-2x62-2x102' - 0"5x5 PSL36" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDER15' - 0"PWDR.CLOSETSMOKEDET.6' - 0"2-11 7/8" LSLFLUSHU210-25' - 0"5' - 10"HHUS482-2x10 DROPPED5x7 PSL DWU.C. LIGHTU.C. LIGHTU.C. LIGHT1' - 6"9' - 0"1' - 6"1' - 6"9' - 0"1' - 6"1' - 6"9' - 0"1' - 6"7' - 4"11' - 6"36' - 0"18' - 10"RECYCLE3' - 9"5' - 5"2' - 4"5' - 6"5x5 PSLBENCH5' - 8"11' - 11"4' - 5"12" SH.12" SH.PFH1' - 6"PFH1' - 6"5x5 PSL20" FLOOR TRUSSESPER MFG. SPACINGCS-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 NOTES27' - 6"28' - 6"56' - 0"52' - 0"2' - 10"54' - 10"2-9 1/2" LSL5x7 PSL3-2x102-2x10MFG. ROOF TRUSSES@ 24" O.C.0' - 10"36" GAS F.P.5' - 0"4' - 6"4' - 0 1/4"9' - 0"BASE CABINETS ONBOTH SIDES OF ISLAND 6' - 0"2' - 9"2' - 6"10' - 9"R & SH.FLEX ROOM4-20" LVL FLUSHMICRO3' VANITYMECHANICAL CHASE12" SH.R & SH.R & SH.0' - 10"8' - 5"6' - 9"MFG. ROOF TRUSSES@ 24" O.C.22' - 0"7' - 0"29' - 0"54' - 10"PFH1' - 6"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"124/0 x 6/8R.O. 4' -2" x 6' -11"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"147260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"113/0 x 6/8 W/ 12" SL'S103/0 x 6/8 OPG.22/4 x 6/8R.O. 2' -6" x 6' -11"104848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -10"114860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"93/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"114860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"147260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"42/4 x 6/8 PKTR.O. 4' -10" 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"147260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"52424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"149' x 8' O.H. GARAGE DOOR42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"19' - 4"4' - 0"1' - 9"BASE CABINETBASE CABINETTYP.2' - 0"11' - 0"32' - 8"PANTRYADDITIONAL STEPS INWALKWAY TO DRIVEWAY,VERIFY ON SITE3' - 6"3' - 4"3' - 6"3-11 7/8" LSL2-2x62-11 7/8" LSL1' - 1"ROUGH-IN FORFUTURE GAS HEATER WIRING GAS LINE, AND VENTING ETC.. 20" FLOOR TRUSSESPER MFG. SPACINGCO DET.SMOKEDET.CS-WSP4' - 0" B.W.P.33' - 2" (BRACED WALL LINE SPACING)18' - 10" (BRACED WALL LINE SPACING)52' - 0" (BRACED WALL LINE SPACING)24' - 0" (BRACED WALL LINE SPACING)27' - 0" (BRACED WALL LINE SPACING)24' - 0" (BRACED WALL LINE SPACING)12' - 0" (BRACED WALL LINE SPACING)15' - 0" (BRACED WALL LINE SPACING)CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP15' - 0" B.W.P.METHOD G.B.8' - 0"METHOD G.B.4' - 0"METHOD G.B.8' - 0"METHOD G.B.4' - 0"12' - 0"12' - 0"12' - 0"149' x 8' O.H. GARAGE DOOR149' x 8' O.H. GARAGE DOORPFH1' - 6"2-2x121' - 0"MFG. ROOF TRUSSES@ 24" O.C.MONO GIRDER1/4" = 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED5/16/2022 2:21:43 PMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-403OTT2835.12.22 CB18081528116344995.16.22 CB5.12.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR1.27.22 CBTHE CONNORVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FANBWPsAbove DN 17RBEDROOM #4BEDROOM #3OWNER'S SUITE12" BOX VAULTHALLEN SUITE7'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"19' - 6"7' - 0"36' - 0"2' - 0"2' - 0"17' - 0"17' - 0"10' - 0"44' - 0"44' - 0"CLOSET3' VANITY3' VANITYLAUNDRYCLOSET #1TILESHOWER42" WALL'S W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"9' - 9"9' - 9"20' - 0"16' - 0"5' - 7"6' - 11"4' - 6"8' - 6"8' - 6"5' - 0"5' - 0"40' - 0"7' - 0"11' - 6 7/8"13' - 5 1/8"15' - 0"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"32' - 4"10' - 8"5' - 8"1' - 0 1/4"6' - 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"9' - 5"5' - 1"15' - 5"1' - 8"3' - 6"6' - 5"2' - 0"3' - 4"2' - 8"12' - 0"5' - 7 3/4"7' - 0 1/4"6' - 10"2' - 0"1' - 7 1/4"4' - 9"4' - 4 1/2"4' - 3 1/2"1' - 5 3/4"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-2x102-9 1/2" LSL2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"4' VANITY48" F.G. SHWRBATHTYP.2' - 0"2-2x102-2x102-2x102-2x102-2x10SMOKEDET.CS-WSP2' - 8" B.W.P.3-2x10R & SH.R & SH. @ 65"2' - 4"2' - 2"CURB2'-6" LINENSMOKEDET.2x6R & SH.ACCENT WALLACCENT WALL47' - 0"47' - 0"3' - 0"CONTROLHEADWASHERDRYERCS-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/SHWRR & SH.R & SH.BOX VAULTTILE WALLS 6' FREESTANDING TUB2' - 3 3/4"3' - 0"126042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"22/4 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"72/8 x 6/8R.O. 2' -10" x 6' -11"84824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"136048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"324-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"224-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"62424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"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"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"73618 PICR.O. 3' -0" x 1' -6"H.H. 6' -10"73618 PICR.O. 3' -0" x 1' -6"H.H. 6' -10"72/8 x 6/8R.O. 2' -10" x 6' -11"CLOSET #2BATH2' LINENSINK2-2x102-2x102-2x102' - 0"1' - 9"42' - 0" (BRACED WALL LINE SPACING)44' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED5/16/2022 2:21:44 PMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-404OTT2835.12.22 CB18081528116344995.16.22 CB5.12.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR1.27.22 CBTHE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFANFANFAN 2' - 0"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING2' - 0"2' - 0"1' - 6"2' - 2"1' - 6"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 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 TRUSS6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' 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' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:12 TYP.8" / 12"8" / 12"8 ROOF VENTS REQUIREDSTANDARD ENERGY HEELS@ 5:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH3 ROOF VENTS REQUIRED1 ROOF VENT REQUIRED7" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"8" / 12"5" / 12"8" / 12"8" / 12"7" / 12"8" / 12"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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED5/16/2022 2:21:45 PMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-501OTT2835.12.22 CB18081528116344995.16.22 CB5.12.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR1.27.22 CBTHE CONNOR3" 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-5014TYP. COLUMNROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 189 SF 8' - 2"LOWER FLOOR BATH VINYL 42 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 733 SF 8' - 2"LOWER FLOOR STORAGE CARPET 81 SF 8' - 2" FINISHEDMAIN FLOOR KITCHEN WOOD 286 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 232 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 239 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR FOYER WOOD 129 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD 114 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 76 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 905 SF 11' - 9 3/8"MAIN FLOOR PWDR. VINYL 25 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 52 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 25 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 84 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 168 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 96 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 288 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 145 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 50 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 97 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 54 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 18 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 1/6 x 6/8 1 1' - 8" 6' - 11"2 2/4 x 6/8 8 2' - 6" 6' - 11"3 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 4 4' - 10" 6' - 11"5 2/6 x 6/8 6 2' - 8" 6' - 11"6 2/6 x 6/8 PKT 2 5' - 2" 6' - 11"7 2/8 x 6/8 5 2' - 10" 6' - 11"8 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"9 3/0 x 6/8 FULL VIEW 1 3' - 1" 6' - 8"10 3/0 x 6/8 OPG. 111 3/0 x 6/8 W/ 12" SL'S 112 4/0 x 6/8 1 4' - 2" 6' - 11"13 5/0 x 6/8 1 5' - 2" 6' - 11"14 9' x 8' O.H. GARAGE DOOR 3WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"6 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 6' - 10"8 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 11 1/4"10 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 10"11 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 3 6042 SL 5' - 0" 3' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 3 7260 SL 6' - 0" 5' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 6 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5011TYP. WALL SECTION1/2" = 1'-0"A-5012GARAGE CEILING1/2" = 1'-0"A-5013TYP. 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-5018BEARING WALL SECTION1/8" = 1'-0"A-50110ROOF PLAN FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN 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 PORTALTHE 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337952-953-4000ONETENTENHOMES.COMRELEASED5/16/2022 2:21:46 PMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-502OTT2835.12.22 CB18081528116344995.16.22 CB5.12.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR1.27.22 CBTHE CONNOR3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS 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 HEIGHT10' - 9 3/8"VINYL BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8" 12"6" SMARTSIDE STORY BOARD6" BUMPED OUTLOUVER W/ CORBELSVINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"7" / 12"6" / 12"8" 12"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"6" / 12"7" 12"24" RETURNS TYP.8" / 12"8" / 12"6" 12"7" / 12"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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/17/2022 8:28:52 AMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-201OTT2832.16.22 CB1808152811631.27.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4499THE CONNOR1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 ROOF PLAN/ DETAILS/ SCHEDULES 11' - 10"2' - 0"0' - 2"18' - 10"39' - 0"1' - 10 1/2"16' - 3"2' - 9"16' - 3" M.O.1' - 10 1/2"18' - 0"17' - 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 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.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"43' - 2"10' - 10"5' - 0"5' - 10"36' - 2"7' - 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 INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT25' - 6"28' - 6"54' - 0"6' - 9"6' - 1"12' - 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 POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY32' - 10 1/2"6' - 7"1' - 2 1/2"6' - 11"4' - 5"57' - 10"7' - 9 1/4"24' - 6 3/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY: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 CODELEAVE 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 WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY9' - 9 1/4"8' - 2 3/4"52' - 0"5' - 10"57' - 10"13' - 10"7' - 0"22' - 4"29' - 4"32' - 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/17/2022 8:28:52 AMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-401OTT2832.16.22 CB1808152811631.27.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4499THE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"0' - 2"18' - 10"39' - 0"18" FLOOR TRUSSESPER MFG. SPACING1' - 10 1/2"16' - 3"2' - 9"16' - 3" M.O.1' - 10 1/2"18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED18' - 0"17' - 0"17' - 0"25' - 6"28' - 6"SET SILL 6" ABOVE TREATED PLATE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.XXXX FLUSH 9' - 0"8' - 0"8' - 6"8' - 6"12' - 6"5' - 6"4-2x624" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x102-2x1011' - 8"8' - 0"19' - 8"54' - 0"54' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINT2-2x1012' - 10"AIR EX.57' - 10"48" F.G. SHWR3' VANITYBEDROOM #5BATHRECREATIONROOM2x6.12' - 2 3/4"3' - 7 1/2"2' - 6"14' - 9"18' - 10 3/4"16' - 2"20' - 0"5' - 0"5' - 10"36' - 2"7' - 0"10' - 10"43' - 2"6' - 7"3' - 7 1/2"2' - 0"17' - 1 1/2"SMOKEDET.B.W.P.2' - 6"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"41' - 2"5' - 10"5' - 0"KNEE WALL W/PAINTED SPINDLESCS-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 NOTESSTORAGER & SH.LINEN32' - 4"4-2x62-11 7/8" LSL W/ 3 TRIMMERS 2-9 1/2" LVL3-9 1/2" LSL5x7 PSL2-2x10 FLUSH7' - 0"22' - 4"29' - 4"2-ZONE HEATING W/ THERMOSTATS, MAIN FLOOR AND BASEMENT ON ONE ZONE, BEDROOMS ON SEPARATE ZONE MECHANICAL CHASE ABOVE BATTERY BACK UP52' - 0"5' - 10"72/8 x 6/8R.O. 2' -10" x 6' -11"94836 PICR.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"22/4 x 6/8R.O. 2' -6" x 6' -11"124-48-2442 SLR.O. 8' -0" x 3' -6"H.H. 6' -10"126042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"135/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"126042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"13' - 10"57' - 10"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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/17/2022 8:28:53 AMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-402OTT2832.16.22 CB1808152811631.27.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4499THE CONNOR3-14" LVLHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** DN 3RDN 3RUP 17RDN 16R43' - 0"11' - 0"36" REFKITCHENDINING ROOMGREAT ROOM8" BOX VAULTFOYEROFFICEMUD RM.FARM SINK S.SPORCH7' - 0"36' - 0"6' - 0"5' - 0"1' - 2"4' - 10"1' - 2"9' - 2"1' - 2"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGTYP.0' - 4 1/2"5' - 0"7' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"54' - 0"17' - 0"17' - 0"18' - 0"GARAGE2' - 0"36' - 6"R & SH. @ 65"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"20' - 0"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" U.C. LIGHT9' - 0"8' - 0"8' - 6"8' - 6"2' - 3"10' - 9"5' - 0"16' - 0"20' - 6"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"GIRDER TRUSSGIRDER TRUSSFLOORGIRDER3' - 3"3' - 9"SEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x10 CONT.2-2x10XXXX FLUSH2-11 7/8"LSL FLUSH2-2x102-9 1/2" LSL DROPPED 2-2x10 DROPPED2-2x103-2x6ALL UPPERS TO THE CEILING W/ GLASS DOORS ON TOP 11' - 6"7' - 10"PORTAL FRAMEW/ HOLD-DOWNS3' - 3"3' - 9"END PANELDBLOVENEQEQB.W.P.6' - 0"2' - 0"9" HEAT DUCT2-2x102-2x10 CONT.2-2x1024" CANT. ABOVEATTICACCESSB.W.P.3' - 3"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.5' - 0"B.W.P.2' - 9"B.W.P.2' - 9"B.W.P.5' - 0"B.W.P.3' - 0"B.W.P.5' - 0"B.W.P.5' - 0"B.W.P.4' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TIMMERS EA. SIDE3-2x62-2x102' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDER13' - 0"PWDR.PANTRYCLOSETSMOKEDET.6' - 0"2-11 7/8" LSLFLUSHU210-25' - 0"5' - 10"HHUS482-2x10 DROPPED5x7 PSL DWU.C. LIGHTU.C. LIGHTU.C. LIGHT2' - 0"16' - 0"3' - 0"16' - 0"2' - 0"7' - 4"11' - 6"39' - 0"18' - 10"RECYCLE3' - 9"5' - 5"2' - 4"5' - 6"5x5 PSLBENCH5' - 6 5/8"12' - 0 3/8"4' - 5"12" SH.12" SH.B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"PFH2' - 0"PFH3' - 0"XXXX20" FLOOR TRUSSESPER MFG. SPACINGCS-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 NOTES25' - 6"28' - 6"54' - 0"52' - 0"5' - 10"57' - 10"2-9 1/2" LSL5x7 PSL2-2x102-2x10PORTAL FRAMEW/ HOLD-DOWNSMFG. ROOF TRUSSES@ 24" O.C.0' - 10"36" GAS F.P.5' - 0"4' - 6"4' - 0 1/4"9' - 0"BASE CABINETS ONBOTH SIDES OF ISLAND 6' - 0"2' - 9"2' - 6"10' - 9"R & SH.FLEX ROOM4-20" LVL FLUSHMICRO3' VANITYMECHANICAL CHASE12" SH.R & SH.R & SH.0' - 10"8' - 5"6' - 9"MFG. ROOF TRUSSES@ 24" O.C.22' - 0"7' - 0"29' - 0"57' - 10"PFH2' - 0"ROUGH-IN FORFUTURE GAS HEATER WIRING GAS LINE, AND VENTING ETC.. 15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"124/0 x 6/8R.O. 4' -2" x 6' -11"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"147260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"113/0 x 6/8 W/ 12" SL'S103/0 x 6/8 OPG.22/4 x 6/8R.O. 2' -6" x 6' -11"104848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -10"114860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"93/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"114860 SLR.O. 4' -0" x 5' -0"H.H. 6' -10"147260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"42/4 x 6/8 PKTR.O. 4' -10" 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"1416' x 8' O.H. GARAGE DOOR147260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"52424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"1416' x 8' O.H. GARAGE DOOR42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"19' - 4"WALL BRACING TO BE UPDATED WHEN PLAN IS FINISHED 4' - 0"1' - 9"BASE CABINETBASE CABINETTYP.2' - 0"11' - 0"38' - 6"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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/17/2022 8:28:54 AMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-403OTT2832.16.22 CB1808152811631.27.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4499THE CONNORHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-11 7/8" LSL5x5 PSL4-2x63-24" LVL3-14" LVL DN 17RBEDROOM #4BEDROOM #3OWNER'S SUITEHALLEN SUITE7'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"19' - 6"7' - 0"36' - 0"2' - 0"2' - 0"17' - 0"17' - 0"10' - 0"44' - 0"44' - 0"CLOSET3' VANITY3' VANITYLAUNDRYCLOSET #1TILESHOWER42" WALL'S W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"9' - 9"9' - 9"20' - 0"16' - 0"5' - 7"6' - 11"4' - 6"8' - 6"8' - 6"5' - 0"5' - 0"40' - 0"7' - 0"11' - 6 7/8"13' - 5 1/8"15' - 0"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"32' - 4"10' - 8"5' - 8"1' - 0 1/4"6' - 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"9' - 5"5' - 1"15' - 5"1' - 8"3' - 6"6' - 5"2' - 0"3' - 4"2' - 8"12' - 0"5' - 7 3/4"7' - 0 1/4"6' - 10"2' - 0"1' - 7 1/4"4' - 9"4' - 4 1/2"4' - 3 1/2"1' - 5 3/4"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-2x102-9 1/2" LSL2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"4' VANITY48" F.G. SHWRBATHTYP.2' - 0"2-2x102-2x102-2x102-2x102-2x10SMOKEDET.B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.2' - 3"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"3-2x10R & SH.R & SH. @ 65"2' - 4"2' - 2"CURB2'-6" LINENSMOKEDET.2x6R & SH.ACCENT WALLACCENT WALL47' - 0"47' - 0"3' - 0"B.W.P.4' - 0"CONTROLHEADSINKWASHERDRYERCS-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/SHWRR & SH.R & SH.B.W.P.3' - 0"BOX VAULTTILE WALLS 6' FREESTANDING TUB2' - 3 3/4"3' - 0"126042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"22/4 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"72/8 x 6/8R.O. 2' -10" x 6' -11"84824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"136048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"324-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"224-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"62424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"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"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"73618 PICR.O. 3' -0" x 1' -6"H.H. 6' -10"73618 PICR.O. 3' -0" x 1' -6"H.H. 6' -10"72/8 x 6/8R.O. 2' -10" x 6' -11"CLOSET #2BATH2' LINENTHE 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/17/2022 8:28:55 AMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-404OTT2832.16.22 CB1808152811631.27.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4499THE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x102-2x102-2x10 2' - 0"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING2' - 0"2' - 0"1' - 6"2' - 2"1' - 6"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 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 TRUSS6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' 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"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSFASTEN 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 PORTAL18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:12 TYP.8" / 12"8" / 12"8 ROOF VENTS REQUIREDSTANDARD ENERGY HEELS@ 6:12 W/ 8:12 FASCIA LINES TO MATCH3 ROOF VENTS REQUIRED1 ROOF VENT REQUIRED6" / 12"6" / 12"8" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:2/17/2022 8:28:57 AMTHE O'DONNELL RESIDENCEL9, B1 -BENNETT BLUFFS20249 GLENBROOK PATHLAKEVILLE, MN 55044A-501OTT2832.16.22 CB1808152811631.27.22 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4499THE CONNOR3" 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-5014TYP. COLUMNROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 189 SF 8' - 2"LOWER FLOOR BATH VINYL 42 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 733 SF 8' - 2"LOWER FLOOR STORAGE CARPET 81 SF 8' - 2" FINISHEDMAIN FLOOR KITCHEN WOOD 284 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 232 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 239 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR FOYER WOOD 130 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD 114 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 76 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 921 SF 10' - 9 3/8"MAIN FLOOR PWDR. VINYL 25 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 52 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 25 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 84 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 168 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 97 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 288 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 145 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 50 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 97 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 54 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 18 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHTCOMMENTS1 1/6 x 6/8 1 1' - 8" 6' - 11"2 2/4 x 6/8 8 2' - 6" 6' - 11"3 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 4 4' - 10" 6' - 11"5 2/6 x 6/8 6 2' - 8" 6' - 11"6 2/6 x 6/8 PKT 2 5' - 2" 6' - 11"7 2/8 x 6/8 5 2' - 10" 6' - 11"8 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"9 3/0 x 6/8 FULL VIEW 1 3' - 1" 6' - 8"10 3/0 x 6/8 OPG. 111 3/0 x 6/8 W/ 12" SL'S 112 4/0 x 6/8 1 4' - 2" 6' - 11"13 5/0 x 6/8 1 5' - 2" 6' - 11"14 16' x 8' O.H. GARAGE DOOR 2WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"6 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 6' - 10"8 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 11 1/4"10 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 10"11 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 3 6042 SL 5' - 0" 3' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 3 7260 SL 6' - 0" 5' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 6 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"3/8" = 1'-0"A-5011TYP. WALL SECTION1/2" = 1'-0"A-5012GARAGE CEILING1/2" = 1'-0"A-5013TYP. 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-5018BEARING WALL SECTION3/8" = 1'-0"A-5019METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/8" = 1'-0"A-50110ROOF PLAN 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) 4/21/22 Y AM