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HomeMy WebLinkAboutLA211769 - 5336 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 CANNOT HOOK TO CITY SEWER/WATER 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 8" / 12"6" / 12"4" 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.DECKLEDGERVINYL SIDING &CORNERS @ SIDES & REAR TYP.6" 12"4" 12"4" / 12"6" / 12"6" 12"6" / 12"8" / 12"4" 12"4:12MAIN 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"3' - 6"12" SMARTSIDECOLUMNS ON 16" SQUARECULTURED STONE BASEALUMINUM SOFFIT& FASCIA TYP.SMARTSIDESHAKES TYP.3' - 2"CULTURED STONEW/ CONCRETE CAPSMARTSIDE SIDINGTYP. @ FRONT6" SMARTSIDE TRIMTYP. @ FRONTGARAGE PLATE HEIGHT10' - 9 3/8"6" SMARTSIDE FRIEZE BOARD6" SMARTSIDE STORY BOARD6" / 12"4" / 12"4" / 12"8" 12"8" 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:22 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-201SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATION1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES - DETAILSSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/26/2023dmathews 1' - 4 1/2"9' - 3" M.O.0' - 4 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" 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"*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATE BETWEENWALL & SLABSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"3'-6"(H) x 12"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE &4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.11' - 0"19' - 2"7' - 10"11' - 8"19' - 6"0' - 2"2' - 0"11' - 8"12' - 0"11' - 2"18' - 2"24' - 6"24' - 4"3' - 0"21' - 4"23' - 6"1' - 0"22' - 2"10' - 0"13' - 8"14' - 0"11' - 2"37' - 8"48' - 10"48' - 10"4' - 0"5' - 8"36' - 2"3' - 0"9' - 8"39' - 2"48' - 10"30' - 2"18' - 10"49' - 0"18' - 10 3/4"14' - 6 1/4"4' - 3"7' - 1 1/2"12' - 4 1/2"26' - 8"11' - 0"12' - 1 3/4"4' - 2 3/4"4' - 2 3/4"15' - 6 3/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE: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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL 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 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY14' - 9"8' - 9"9' - 9"1' - 11"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:23 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-401SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.MECH. /STORAGE12' - 0"11' - 6"19' - 2"11' - 0"18' - 10"30' - 2"49' - 0"39' - 6"9' - 6"18" FLOOR TRUSSESPER MFG. SPACING1' - 4 1/2"9' - 3" M.O.0' - 4 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"18" FLOOR TRUSSESPER MFG. SPACING11' - 0"38' - 0" (BRACED WALL PANEL SPACING)49' - 0"4' - 0"5' - 6"36' - 6"3' - 0"12' - 6 1/2"4' - 0"4' - 0"15' - 11 1/2"UNEXCAVATED10' - 0"14' - 0"14' - 0"3' - 0"21' - 6"23' - 6"1' - 0"522' - 6"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.10' - 10"9' - 0"7' - 10 1/4"6' - 1 3/4"7' - 0"7' - 0"5' - 0"5' - 0"2-9 1/2" LVL2-9 1/2" LVLW/ 2 TRIMMERS24" CANT. ABOVE0' - 6"0' - 6"0' - 6"*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHING12' - 0"7' - 10"FAMILY ROOMAIR EX.FLOORDRAINFUTURERAILINGFLOORGIRDERSMOKEDET.BATH3' x 4' F.G.SHWR W/SURROUND2'-6" LINENCLOSETPED. SINKCO DET.SMOKEDET.7BEDROOM #5233271349' - 0"49' - 0"24' - 6"24' - 6"18' - 2"5' - 10"5' - 0"19' - 10"2' - 0"6' - 5"6' - 0"6' - 7 3/4"18' - 11 1/4"6' - 9 1/2"15' - 8 1/2"24" CANT. ABOVE4' - 2"6' - 8"3-2x10 FLUSH2-9 1/2" LVLW/ 2 TRIMMERSCS-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 NOTES36' - 0" (BRACED WALL PANEL SPACING)14'-0" OF BRACED WALL PANELING REQ'D (CS-WSP)14'-0" OF BRACED WALL PANELING REQ'D (CS-WSP)CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP2' - 6"2x6.1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:24 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-402SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR(2)9-1/2 LVL(3)9-1/2 LVL DN 3RDN 3RUP 17RDN 16RKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUDROOMPORCH1' - 0"5' - 0"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 OTHERWISETYP.0' - 4 1/2"PWDR4' - 0"8' - 0"12' - 0"12' - 0"5' - 9"5' - 9"3' - 8"4' - 2"GARAGER & SH.2-2x10 FLUSH36" GAS F.P.9' - 4"6' - 8"7' - 0"7' - 0"2' - 0"8' - 0"2' - 0"10' - 1"6' - 7"12' - 0 1/2"4' - 0"4' - 0"15' - 11 1/2"5' - 0"5' - 10"10' - 6"22' - 0"GIRDER TRUSSFLOORGIRDER12" SMARTSIDECOLUMNS ON 16" SQUARECULTURED STONE BASE2-9 1/2" LVL2-9 1/2" LVL2-11 7/8" LVL CORNER TO CORNER2-2x102-2x82-2x1211' - 6"7' - 10"TYP.1' - 6"RAILINGINSULATE & SHEETROCKENTIRE GARAGE20" FLOOR TRUSSESPER MFG. SPACING30"OVEN /MICROFLUSH HEARTH W/ FIREPLACE @ FLOORR & SH.20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.11' - 0"40' - 0"3' - 0"16' - 0"20' - 0"6' - 0"4' - 0"36" REF911264273' - 0"10' - 0"3' - 0"10' - 0"14' - 0"16' - 0"2-2x12SINKDWRECYCLE55544383' VANITY10OPTIONALDROP DESK16" SH.16" SH.BENCH49' - 0"24' - 6"24' - 6"1' - 0"23' - 6"21' - 6"3' - 0"141551' - 0"30' - 2"20' - 10"11' - 0"19' - 2"18' - 10"2' - 0"1' - 6"9' - 0" M.O.0' - 6"1' - 7"16' - 0" M.O.1' - 7"8' - 6"9' - 2"1' - 2"MECH.CHASE8BUILT INBUILT IN10' - 0"39' - 0"8' - 0"3' - 4 1/2"5' - 2"5' - 5 1/2"6' - 0"2' - 6"2' - 10 1/4"5' - 7 3/4"18' - 8"2' - 10 1/4"0' - 9 1/2"1' - 6"9' - 7 3/4"19' - 4"5' - 0"49' - 0"2' - 0"EQEQ2' - 0"51' - 0"9' - 5 1/4"2' - 4 1/2"SMOKEDET.2-2x62-11 7/8" LVL2-9 1/2" LVL5x5 PSL5x5 PSLWALL LINE ABOVE2-14" LVL FLUSH11' - 0" (BRACED WALL PANEL SPACING)38' - 0" (BRACED WALL PANEL SPACING)30' - 0" (BRACED WALL PANEL SPACING)19' - 0" (BRACED WALL PANEL SPACING)23' - 0" (BRACED WALL PANEL SPACING)(BRACED WALL PANEL SPACING)22' - 0"11' - 0" (BRACED WALL PANEL SPACING)34' - 0" (BRACED WALL PANEL SPACING)CS-WSP4' - 0"CS-WSP5' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP2' - 8"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP12' - 0"CS-PF3' - 3"CS-PF3' - 3"PFH1' - 6"PFH1' - 7"PFH1' - 7"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP2' - 8"CS-WSP6' - 0"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"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 NOTES4' - 6"4' - 0"8' - 0"4' - 0"COOKTOPPANTRY1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:24 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-403SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POURGirderGirder(3)14" LVL(3)2x8(2)9-1/2 LVL DN 17RBEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLBATHCLOSETBEDROOM #214' - 0"14' - 0"10' - 0"CLOSETLAUNDRY20' - 0"16' - 0"7' - 0"7' - 0"7' - 0"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.TYP.2' - 0"ATTICACCESSRAILINGR & SH.2' - 0"GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSSMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS36' - 0" (BRACED WALL PANEL SPACING)38' - 0" (BRACED WALL PANEL SPACING)WASHERDRYERTILESHOWER2'-6" LINEN3'-6" VANITY3'-6" VANITYR & SH.12253533R & SH.38' - 0"19' - 2"7' - 4"11' - 6"6' - 0"11' - 2"2' - 0"3' - 8"3' - 8"5' - 9"5' - 9"12671125LINEN21LINEN2R & SH.5' TUB/SHWR2139' - 0"36' - 0"3' - 0"20' - 0"16' - 0"4' VANITY8210' - 4 1/4"6' - 3 1/2"2' - 6"4' - 6"4' - 4 1/4"10' - 0"8' - 4"7' - 2 3/4"2' - 8"3' - 7 1/2"2' - 6"11' - 7 3/4"12' - 1 3/4"6' - 8"1' - 10 3/4"4' - 3"13' - 0 1/2"5' - 7 3/4"0' - 10 1/4"3' - 7 1/4"4' - 0 1/2"4' - 4 1/2"5' - 3 3/4"15' - 2"7' - 6 15/32"4' - 4 9/32"8' - 3 1/2"2' - 6"13' - 3 3/4"6' - 0"2' - 0"2' - 4 1/4"1' - 9 1/2"10' - 2 31/32"3' - 7 1/16"12' - 0 7/32"2' - 4"15' - 11 1/2"4' - 0"4' - 0"12' - 0 1/2"26' - 4"11' - 8"1' - 8"5' - 0"5' - 0"2-2x102-2x62-2x6 CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"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 NOTESMFG. ROOF TRUSSES@ 24" O.C.SINKTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:25 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-404SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/4" = 1'-0"A-4041UPPER FLOOR PLANTemper if within60" of floor.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).GirderGirderGirder(3)2x6(3)2x6(2)9-1/2 LVL(3)2x6(3)2x6(2)2x6 18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12FASICA LINES TO MATCHSTANDARD ENERGY HEELS @ 6:12 W/ 8: 12 FASICA LINE TO MATCH6" / 12"6" / 12"6" / 12"6" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"4" / 12"4" / 12"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 PROHIBITED9' - 11 1/4" 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 PORTALWATER 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 2x8 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*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHINGWATER 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 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 FOOTINGS*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHING2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADEWATER 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 CODETRT'D 2x8 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR8' - 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-20 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGTYVEK (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 INSULATION2x6 SUB-FASCIA W/ALUMINUM FASCIARIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHINGR-20 MIN. SPRAYFOAM INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMS2x6 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 FOOTINGS3/4" SUBFLOORFLOOR TRUSSESTO BE MFG. W/1 1/2" CANTILEVER2x8 SILL PLATE, ANCHORBOLTS PER CODE8" POUREDFOUNDATION WALL2x6 EXTERIOR WALLWITH 1/2" PLYWOODSHEATHING2" FOAMINSULATION2x6 EXTERIOR WALLWITH 1/2" PLYWOODSHEATHING2" FOAMINSULATION2x4 RIBBON ATTACHED TOTOP & BOTTOM CHORDS USING0.135" x 3.50" BOX NAILS @ 6"O.C. THROUGHOUT & 1 NAILINTO EACH WEB3/4" SUBFLOOR2x8 SILL PLATE, ANCHORBOLTS PER CODE8" POUREDFOUNDATION WALL4x2 GABLE TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:26 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-501SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/8" = 1'-0"A-5011ROOF PLAN3/8" = 1'-0"A-5012METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5013METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5014TYP. LOOKOUT SECTION1/2" = 1'-0"A-5015TYP. WALKOUT SECTION3/8" = 1'-0"A-5016TYP. WALL SECTION1/2" = 1'-0"A-5017BEARING WALL SECTION1/2" = 1'-0"A-5018FLOOR TRUSS DETAILSROOM FINISH SCHEDULELEVEL ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR STAIRS CARPET 75 SF 8' - 2"LOWER FLOOR BATH UNFINISHED 60 SF 8' - 2" FUTURELOWER FLOOR BEDROOM #5 UNFINISHED 165 SF 8' - 2" FUTURELOWER FLOOR CLOSET UNFINISHED 27 SF 8' - 2" FUTURELOWER FLOOR FAMILY ROOM UNFINISHED 438 SF 8' - 2" FUTURELOWER FLOOR MECH. / STORAGE UNFINISHED 216 SF 8' - 2"MAIN FLOOR GREAT ROOM CARPET 267 SF 9' - 1 1/8"MAIN FLOOR STAIRS CARPET 83 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 666 SF 10' - 9 3/8"MAIN FLOOR PORCH CONCRETE 123 SF 9' - 1 1/8"MAIN FLOOR MUDROOM TILE FLR. 78 SF 9' - 1 1/8"MAIN FLOOR PWDR TILE FLR. 24 SF 9' - 1 1/8"MAIN FLOOR DINING ROOM WOOD 115 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 85 SF 9' - 1 1/8" 12" BOX VAULTMAIN FLOOR KITCHEN WOOD 238 SF 9' - 1 1/8"MAIN FLOOR OFFICE WOOD 113 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 39 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #2 CARPET 208 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 138 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 155 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 75 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 34 SF 8' - 1 1/8"UPPER FLOOR HALL CARPET 139 SF 8' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 189 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR BATH TILE 128 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 67 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL FLR. 56 SF 8' - 1 1/8"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL TYPE COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 ANDERSEN 100 SERIES 2020 AWN FIXED 3 2' - 0" 2' - 0" 6' - 10"2 ANDERSEN 100 SERIES 2640-2 CSMT 2 5' - 0" 4' - 0" 6' - 10"3 ANDERSEN 100 SERIES 2650-2 CSMT 1 5' - 0" 5' - 0" 6' - 10"4 ANDERSEN 100 SERIES 4020 AWN FIXED 2 4' - 0" 2' - 0" 8' - 0"5 ANDERSEN 100 SERIES 4050 PIC/4020 AWN TEMP. 3 4' - 0" 7' - 0" 8' - 0"6 ANDERSEN 100 SERIES 4060 PIC 1 4' - 0" 6' - 0" 6' - 10"7 ANDERSEN 100 SERIES 5040 SL 3 5' - 0" 4' - 0" 6' - 10"8 ANDERSEN 100 SERIES 8050 SL 2 8' - 0" 5' - 0" 6' - 10"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/0 x 6/8 12 2/4 x 6/8 63 2/6 x 6/8 34 2/6 x 6/8 PKT 25 2/8 x 6/8 46 2/8 x 6/8 FIRE RATED 17 3/0 x 6/8 FULL VIEW 18 3/0 x 6/8 OPG. 19 3/0 x 6/8 W/ 2-12" D.S. S.L.'S 110 4/0 x 6/8 BF 111 4/0 x 6/8 FULL VIEW 112 5/0 x 6/8 213 6/0 x 6/8 SLIDER 114 9' x 8' O.H. GARAGE DOOR 115 16' x 8' O.H. GARAGE DOOR 13" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: 8" / 12"6" / 12"4" 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.DECKLEDGERVINYL SIDING &CORNERS @ SIDES & REAR TYP.6" 12"4" 12"4" / 12"6" / 12"6" 12"6" / 12"8" / 12"4" 12"4:12MAIN 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"3' - 6"12" SMARTSIDECOLUMNS ON 16" SQUARECULTURED STONE BASEALUMINUM SOFFIT& FASCIA TYP.SMARTSIDESHAKES TYP.3' - 2"CULTURED STONEW/ CONCRETE CAPSMARTSIDE SIDINGTYP. @ FRONT6" SMARTSIDE TRIMTYP. @ FRONTGARAGE PLATE HEIGHT10' - 9 3/8"6" SMARTSIDE FRIEZE BOARD6" SMARTSIDE STORY BOARD6" / 12"4" / 12"4" / 12"8" 12"8" 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:22 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-201SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATION1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES - DETAILS 1' - 4 1/2"9' - 3" M.O.0' - 4 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" 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"*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATE BETWEENWALL & SLABSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"3'-6"(H) x 12"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE &4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.11' - 0"19' - 2"7' - 10"11' - 8"19' - 6"0' - 2"2' - 0"11' - 8"12' - 0"11' - 2"18' - 2"24' - 6"24' - 4"3' - 0"21' - 4"23' - 6"1' - 0"22' - 2"10' - 0"13' - 8"14' - 0"11' - 2"37' - 8"48' - 10"48' - 10"4' - 0"5' - 8"36' - 2"3' - 0"9' - 8"39' - 2"48' - 10"30' - 2"18' - 10"49' - 0"18' - 10 3/4"14' - 6 1/4"4' - 3"7' - 1 1/2"12' - 4 1/2"26' - 8"11' - 0"12' - 1 3/4"4' - 2 3/4"4' - 2 3/4"15' - 6 3/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE: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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL 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 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY14' - 9"8' - 9"9' - 9"1' - 11"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:23 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-401SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.MECH. /STORAGE12' - 0"11' - 6"19' - 2"11' - 0"18' - 10"30' - 2"49' - 0"39' - 6"9' - 6"18" FLOOR TRUSSESPER MFG. SPACING1' - 4 1/2"9' - 3" M.O.0' - 4 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"18" FLOOR TRUSSESPER MFG. SPACING11' - 0"38' - 0" (BRACED WALL PANEL SPACING)49' - 0"4' - 0"5' - 6"36' - 6"3' - 0"12' - 6 1/2"4' - 0"4' - 0"15' - 11 1/2"UNEXCAVATED10' - 0"14' - 0"14' - 0"3' - 0"21' - 6"23' - 6"1' - 0"522' - 6"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.10' - 10"9' - 0"7' - 10 1/4"6' - 1 3/4"7' - 0"7' - 0"5' - 0"5' - 0"2-9 1/2" LVL2-9 1/2" LVLW/ 2 TRIMMERS24" CANT. ABOVE0' - 6"0' - 6"0' - 6"*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHING12' - 0"7' - 10"FAMILY ROOMAIR EX.FLOORDRAINFUTURERAILINGFLOORGIRDERSMOKEDET.BATH3' x 4' F.G.SHWR W/SURROUND2'-6" LINENCLOSETPED. SINKCO DET.SMOKEDET.7BEDROOM #5233271349' - 0"49' - 0"24' - 6"24' - 6"18' - 2"5' - 10"5' - 0"19' - 10"2' - 0"6' - 5"6' - 0"6' - 7 3/4"18' - 11 1/4"6' - 9 1/2"15' - 8 1/2"24" CANT. ABOVE4' - 2"6' - 8"3-2x10 FLUSH2-9 1/2" LVLW/ 2 TRIMMERSCS-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 NOTES36' - 0" (BRACED WALL PANEL SPACING)14'-0" OF BRACED WALL PANELING REQ'D (CS-WSP)14'-0" OF BRACED WALL PANELING REQ'D (CS-WSP)CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP2' - 6"2x6.1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:24 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-402SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR2-9 1/2" LVL2 Trimmers2-2x6++3-2x63-2x6++++3-9 1/2" LVL w/3 TrimmersHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** DN 3RDN 3RUP 17RDN 16RKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUDROOMPORCH1' - 0"5' - 0"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 OTHERWISETYP.0' - 4 1/2"PWDR4' - 0"8' - 0"12' - 0"12' - 0"5' - 9"5' - 9"3' - 8"4' - 2"GARAGER & SH.2-2x10 FLUSH36" GAS F.P.9' - 4"6' - 8"7' - 0"7' - 0"2' - 0"8' - 0"2' - 0"10' - 1"6' - 7"12' - 0 1/2"4' - 0"4' - 0"15' - 11 1/2"5' - 0"5' - 10"10' - 6"22' - 0"GIRDER TRUSSFLOORGIRDER12" SMARTSIDECOLUMNS ON 16" SQUARECULTURED STONE BASE2-9 1/2" LVL2-9 1/2" LVL2-11 7/8" LVL CORNER TO CORNER2-2x102-2x82-2x1211' - 6"7' - 10"TYP.1' - 6"RAILINGINSULATE & SHEETROCKENTIRE GARAGE20" FLOOR TRUSSESPER MFG. SPACING30"OVEN /MICROFLUSH HEARTH W/ FIREPLACE @ FLOORR & SH.20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.11' - 0"40' - 0"3' - 0"16' - 0"20' - 0"6' - 0"4' - 0"36" REF911264273' - 0"10' - 0"3' - 0"10' - 0"14' - 0"16' - 0"2-2x12SINKDWRECYCLE55544383' VANITY10OPTIONALDROP DESK16" SH.16" SH.BENCH49' - 0"24' - 6"24' - 6"1' - 0"23' - 6"21' - 6"3' - 0"141551' - 0"30' - 2"20' - 10"11' - 0"19' - 2"18' - 10"2' - 0"1' - 6"9' - 0" M.O.0' - 6"1' - 7"16' - 0" M.O.1' - 7"8' - 6"9' - 2"1' - 2"MECH.CHASE8BUILT INBUILT IN10' - 0"39' - 0"8' - 0"3' - 4 1/2"5' - 2"5' - 5 1/2"6' - 0"2' - 6"2' - 10 1/4"5' - 7 3/4"18' - 8"2' - 10 1/4"0' - 9 1/2"1' - 6"9' - 7 3/4"19' - 4"5' - 0"49' - 0"2' - 0"EQEQ2' - 0"51' - 0"9' - 5 1/4"2' - 4 1/2"SMOKEDET.2-2x62-11 7/8" LVL2-9 1/2" LVL5x5 PSL5x5 PSLWALL LINE ABOVE2-14" LVL FLUSH11' - 0" (BRACED WALL PANEL SPACING)38' - 0" (BRACED WALL PANEL SPACING)30' - 0" (BRACED WALL PANEL SPACING)19' - 0" (BRACED WALL PANEL SPACING)23' - 0" (BRACED WALL PANEL SPACING)(BRACED WALL PANEL SPACING)22' - 0"11' - 0" (BRACED WALL PANEL SPACING)34' - 0" (BRACED WALL PANEL SPACING)CS-WSP4' - 0"CS-WSP5' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP2' - 8"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP12' - 0"CS-PF3' - 3"CS-PF3' - 3"PFH1' - 6"PFH1' - 7"PFH1' - 7"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP4' - 0"CS-WSP2' - 8"CS-WSP6' - 0"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"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 NOTES4' - 6"4' - 0"8' - 0"4' - 0"COOKTOPPANTRY1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:24 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-403SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POURFloor Girder++++++3-2x63-2x62-2x63-2x62-2x64-2x62-9 1/2" LVL3-2x8 Cont.HHUS410Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x10 w/2 Trimmers2-2x10 w/2 Trimmers2-2x102-2x104-2x63-14" LVLFlushGirder Truss3-2x63-2x6 DN 17RBEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLBATHCLOSETBEDROOM #214' - 0"14' - 0"10' - 0"CLOSETLAUNDRY20' - 0"16' - 0"7' - 0"7' - 0"7' - 0"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.TYP.2' - 0"ATTICACCESSRAILINGR & SH.2' - 0"GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSSMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS36' - 0" (BRACED WALL PANEL SPACING)38' - 0" (BRACED WALL PANEL SPACING)WASHERDRYERTILESHOWER2'-6" LINEN3'-6" VANITY3'-6" VANITYR & SH.12253533R & SH.38' - 0"19' - 2"7' - 4"11' - 6"6' - 0"11' - 2"2' - 0"3' - 8"3' - 8"5' - 9"5' - 9"12671125LINEN21LINEN2R & SH.5' TUB/SHWR2139' - 0"36' - 0"3' - 0"20' - 0"16' - 0"4' VANITY8210' - 4 1/4"6' - 3 1/2"2' - 6"4' - 6"4' - 4 1/4"10' - 0"8' - 4"7' - 2 3/4"2' - 8"3' - 7 1/2"2' - 6"11' - 7 3/4"12' - 1 3/4"6' - 8"1' - 10 3/4"4' - 3"13' - 0 1/2"5' - 7 3/4"0' - 10 1/4"3' - 7 1/4"4' - 0 1/2"4' - 4 1/2"5' - 3 3/4"15' - 2"7' - 6 15/32"4' - 4 9/32"8' - 3 1/2"2' - 6"13' - 3 3/4"6' - 0"2' - 0"2' - 4 1/4"1' - 9 1/2"10' - 2 31/32"3' - 7 1/16"12' - 0 7/32"2' - 4"15' - 11 1/2"4' - 0"4' - 0"12' - 0 1/2"26' - 4"11' - 8"1' - 8"5' - 0"5' - 0"2-2x102-2x62-2x6 CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"CS-WSP2' - 8"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 NOTESMFG. ROOF TRUSSES@ 24" O.C.SINKHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF NORTH HOUSE ENTIAL 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE HEIGHTSUPPER:MAIN:POUR:CIFIED 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 CITIES4/11/2023 3:44:25 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-404SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/4" = 1'-0"A-4041UPPER FLOOR PLAN3-2x63-2x62-2x63-2x63-2x6Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x102-2x102-9 1/2" LVL2-2x102-2x102-2x10X X X X X X X X X X2 TrimmersGirder TrussGirder TrussGirder Truss 18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12FASICA LINES TO MATCHSTANDARD ENERGY HEELS @ 6:12 W/ 8: 12 FASICA LINE TO MATCH6" / 12"6" / 12"6" / 12"6" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"4" / 12"4" / 12"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 PROHIBITED9' - 11 1/4" 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 PORTALWATER 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 2x8 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*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHINGWATER 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 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 FOOTINGS*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHING2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADEWATER 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 CODETRT'D 2x8 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR8' - 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-20 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGTYVEK (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 INSULATION2x6 SUB-FASCIA W/ALUMINUM FASCIARIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHINGR-20 MIN. SPRAYFOAM INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMS2x6 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 FOOTINGS3/4" SUBFLOORFLOOR TRUSSESTO BE MFG. W/1 1/2" CANTILEVER2x8 SILL PLATE, ANCHORBOLTS PER CODE8" POUREDFOUNDATION WALL2x6 EXTERIOR WALLWITH 1/2" PLYWOODSHEATHING2" FOAMINSULATION2x6 EXTERIOR WALLWITH 1/2" PLYWOODSHEATHING2" FOAMINSULATION2x4 RIBBON ATTACHED TOTOP & BOTTOM CHORDS USING0.135" x 3.50" BOX NAILS @ 6"O.C. THROUGHOUT & 1 NAILINTO EACH WEB3/4" SUBFLOOR2x8 SILL PLATE, ANCHORBOLTS PER CODE8" POUREDFOUNDATION WALL4x2 GABLE TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF NORTH HOUSE RESIDENTIAL DESIGN. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHERTHAN 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 OWNER MUST VERIFY 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5REV. 6PLATE 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 CITIES4/11/2023 3:44:26 PMSHIMOTA PROJECT MANAGEMENTL3, B3 -PHEASANT RUN 7TH ADDITION5336 177TH STREET WESTLAKEVILLE, MN 55024A-501SPM0064.11.23 TP13911173(786)25644.10.23 TP8' - 1 1/8"9' - 1 1/8"8'-4" POUR1/8" = 1'-0"A-5011ROOF PLAN3/8" = 1'-0"A-5012METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5013METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5014TYP. LOOKOUT SECTION1/2" = 1'-0"A-5015TYP. WALKOUT SECTION3/8" = 1'-0"A-5016TYP. WALL SECTION1/2" = 1'-0"A-5017BEARING WALL SECTION1/2" = 1'-0"A-5018FLOOR TRUSS DETAILSROOM FINISH SCHEDULELEVEL ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR STAIRS CARPET 75 SF 8' - 2"LOWER FLOOR BATH UNFINISHED 60 SF 8' - 2" FUTURELOWER FLOOR BEDROOM #5 UNFINISHED 165 SF 8' - 2" FUTURELOWER FLOOR CLOSET UNFINISHED 27 SF 8' - 2" FUTURELOWER FLOOR FAMILY ROOM UNFINISHED 438 SF 8' - 2" FUTURELOWER FLOOR MECH. / STORAGE UNFINISHED 216 SF 8' - 2"MAIN FLOOR GREAT ROOM CARPET 267 SF 9' - 1 1/8"MAIN FLOOR STAIRS CARPET 83 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 666 SF 10' - 9 3/8"MAIN FLOOR PORCH CONCRETE 123 SF 9' - 1 1/8"MAIN FLOOR MUDROOM TILE FLR. 78 SF 9' - 1 1/8"MAIN FLOOR PWDR TILE FLR. 24 SF 9' - 1 1/8"MAIN FLOOR DINING ROOM WOOD 115 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 85 SF 9' - 1 1/8" 12" BOX VAULTMAIN FLOOR KITCHEN WOOD 238 SF 9' - 1 1/8"MAIN FLOOR OFFICE WOOD 113 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 39 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #2 CARPET 208 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 138 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 155 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 75 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 34 SF 8' - 1 1/8"UPPER FLOOR HALL CARPET 139 SF 8' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 189 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR BATH TILE 128 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 67 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL FLR. 56 SF 8' - 1 1/8"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL TYPE COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 ANDERSEN 100 SERIES 2020 AWN FIXED 3 2' - 0" 2' - 0" 6' - 10"2 ANDERSEN 100 SERIES 2640-2 CSMT 2 5' - 0" 4' - 0" 6' - 10"3 ANDERSEN 100 SERIES 2650-2 CSMT 1 5' - 0" 5' - 0" 6' - 10"4 ANDERSEN 100 SERIES 4020 AWN FIXED 2 4' - 0" 2' - 0" 8' - 0"5 ANDERSEN 100 SERIES 4050 PIC/4020 AWN TEMP. 3 4' - 0" 7' - 0" 8' - 0"6 ANDERSEN 100 SERIES 4060 PIC 1 4' - 0" 6' - 0" 6' - 10"7 ANDERSEN 100 SERIES 5040 SL 3 5' - 0" 4' - 0" 6' - 10"8 ANDERSEN 100 SERIES 8050 SL 2 8' - 0" 5' - 0" 6' - 10"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/0 x 6/8 12 2/4 x 6/8 63 2/6 x 6/8 34 2/6 x 6/8 PKT 25 2/8 x 6/8 46 2/8 x 6/8 FIRE RATED 17 3/0 x 6/8 FULL VIEW 18 3/0 x 6/8 OPG. 19 3/0 x 6/8 W/ 2-12" D.S. S.L.'S 110 4/0 x 6/8 BF 111 4/0 x 6/8 FULL VIEW 112 5/0 x 6/8 213 6/0 x 6/8 SLIDER 114 9' x 8' O.H. GARAGE DOOR 115 16' x 8' O.H. GARAGE DOOR 13" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies 1 1 1 1 1 1 ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPUANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPUANCES AND POWER VENT OR DIRECT VENTAPPUANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOUDFUELAPPUANCEc MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPUANCES OR SOUD FUEL APPUANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [la X lb] 0.00 0.00 0.00 2. Exhaust Capacity a) clothes dryer 135.00 135.00 135.00 135.00 b) 80% of largest exhaust rating (cfm): (not applicable If recirculating system or if powered makeup air Is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm): not applicable (not applicable if recirculating system or if powered makeup air is electrically Interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] t3§!60 135.00 135.00 135.00 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) iaft«9 375-135.00 135.00 135.00 b) Estimated House Infiltration (from above) 0.00 0.00 0.00 Makeup Air Quality (cfm): [3a - 3b] 135.00 135.00 135.00 (if value is negative, no makeup air Is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or If there are atmospherically vented gas or oil appliances and solid fuel appliances. VENTILATION REQUIREMENTS TABLE R403.5.2 NUMBER OF BEDROOMS 1 2 3 4 5 62 Total/ Total/ Total/ Total/ Total/ Total/ Conditioned spacei (in sq. ft.) Continuous Continuous Continuous Continuous Continuous Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-60002 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total Amount Continuous l6o IFGC Appendix E, Warksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: ^ ^0<JO<i) Draft Hood Fan Assisted _)(. Direct Vent Input: 9_ Btu/hr (Not fan Assisted) & Power Vent Water Heater: , ^ffZ^CJ^^ . Draft Hood X Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2 Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. _ ^ ^ The CAS includes all spaces connected to one another by code compliant openings. CAS volume:'^/Ht^ Step 3: Determine air Changes per Hour (ACH)^ Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of constaiction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft^ If CAS Volume (from Step 2) is greater thanJRM then no outdoor openings are needed. If CAS Volume (from Step 2) is less tfian TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances K7)^ (DO NOT COUNT DIRECT VENT APPLIANCES) Input^^ ^ Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find 2"75~D Required Volume Fan Assisted (RVFA) RVFA: --^^ W Total Btu/hr input of all non-fan-assisted appliances Input: i^P Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: O fta Total Required Volume (TRV) = RVFA + RVNFA TRV + 9 =•? ft^ 375V If CAS Volume (from Step 2) is greater tiTanJRW then no outdoor openings are needed. If CAS Volume (from Step 2) is less ttian TRV then go to STEP 5. Step 5 Calculate the ratio oif available interior volume to the total required volume. iD7 Ratio = CAS Volume (from Step 2) drV/Qfed£>yTRV (from Step 4a or Step 4b) Ratio = B / 1 = Step© Calculate Reduction Factor (RF). ^0^^^ 0 J T I RF = 1 nVn/« Ratio RF = i-nnn = IJM << 'i7 ' ' Step 7: Calculate single outdoor opening as if all combustion air is from outside. S7)^'^'~' Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): ^o^^ Total Btu/hr dividedby 3000 Btu/hr per in^ CAOA =0 /3.000Btu/hr per in^ =0<oa in^ / Libu Step a Calculate Minimum CAOA. /[i'-d^ .Qi^l I Minimum CAOA = CAOA/Txy/frp//etf6yRF Minimum CAOA =0.00 )^tgg_=0.oo in^ Step a Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Mmroum CAOA CAOD = 1.13 x ^Minimum CAOA = /'/ m If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will 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 ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. 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. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ 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 I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 5336 177th St W. , Lakeville, MN Shimota Project Management, LLC Gerard Novak 952-807-7078 spmnovak@yahoo.com 4/13/2023 Dave Pautz All about erosion 612-875-7404 U of M 5/31/2024 allabouterosion@gmail.com