HomeMy WebLinkAboutLA201128-18580 Haven Ct Permit PackRESIDENTIAL 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 FLOOR6' -5 3/8"MAIN PLATE14' -6 1/2"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR0' -11 1/2"GARAGE PLATE10' -6 1/2"MAIN FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 6 1/2"8:12VINYL SHAKESALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.VINYL WINDOWTRIM TYP.CULTURED STONEW. CONCRETE CAP3' - 8"ADDRESSSTONE12812824" SQUARE CULTUREDSTONE BASE W/TAPERED CEDAR COLUMN2' - 0"FOYER PLATE12' -6 1/2"FOYER PLATE HEIGHT11' - 7"510' -0" H.H.6" BUMP OUTLOUVER6" STORYBOARD1288:121288:128:122' - 0"8:121288:128:128:12ALUMINUM SOFFIT& FASCIA TYP.128VINYL SIDING,CORNERS & TRIM8:12 ROOF PITCH TYP. W/STANDARD ENERGY HEELS18" OVERHANGS & 12" RAKES TYP.END OVERHANG@ PORCH ROOF3' - 6"3' - 6"1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATIONTHE 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 CITIES401 OAK STREET -SUITE AFARMINGTON, MN 55024PH (651) 344-7151FX (651) 344-7152DISTINCTIVEDESIGNBUILDLLC.COMFOYER:4/4/2022 10:04:24 AMREDSTONEL1, B3 -REDSTONE18580 HAVEN COURTLAKEVILLE, MN 55044A-201DDB1504.1.22 TP1475111325884.4.22 TP3.30.22 TP8'-1 1/8"8'-1 1/8"3'-6"11'-7"1/8" = 1'-0"A-2013LEFT ELEVATION1/8" = 1'-0"A-2014REAR ELEVATION1/8" = 1'-0"A-2015ROOF PLANSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/19/2022dmathews
ALL DIMENSIONS ARE TOCONCRETE, NOT INSULATION6' - 2"43' - 8"49' - 10"49' - 10"10' - 6"20' - 0"1' - 1 1/2"8' - 3" M.O.1' - 1 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"23' - 6"8' - 2"12' - 0"0' - 4"0' - 4"55' - 10"28' - 0"27' - 10"26' - 0"2' - 0"30' - 2"55' - 10"20' - 2"35' - 8"29' - 8"6' - 0"9' - 11 1/2"5' - 8"2' - 3 1/2"5' - 10 1/4"4' - 5 1/2"15' - 5 1/4"22' - 1 1/4"2' - 5 1/2"1' - 2"4' - 5 1/4"14' - 8"2' - 2"12' - 10"3' - 9 1/8"3' - 5 1/4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.: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 CODE3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.30' - 6"19' - 4"10' - 9 1/2"3' - 7 1/2"6' - 11 1/4"2' - 8 1/2"19' - 7 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE14' - 2 3/4"5' - 11 1/4"7' - 3 1/4"0' - 0 3/4"6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)Ø14"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 CITIES401 OAK STREET -SUITE AFARMINGTON, MN 55024PH (651) 344-7151FX (651) 344-7152DISTINCTIVEDESIGNBUILDLLC.COMFOYER:4/4/2022 10:04:25 AMREDSTONEL1, B3 -REDSTONE18580 HAVEN COURTLAKEVILLE, MN 55044A-401DDB1504.1.22 TP1475111325884.4.22 TP3.30.22 TP8'-1 1/8"8'-1 1/8"3'-6"11'-7"1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 7R6' - 0"44' - 0" BRACED WALL LINE SPACINGUNEXCAVATEDCRAWLSPACEBEDROOM #3CARPET.BEDROOM #4CARPET.SUMPFURNACEFLOORDRAINW. H.MECHANICALBATHFINISHED.FAMILYROOMCARPET.7' - 0"16' - 4"13' - 10"6' - 10"6' - 0"30' - 0" BRACED WALL LINE SPACING1' - 1 1/2"8' - 3" M.O.1' - 1 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"CO DET.SMOKEDET.18" FLOOR TRUSSESPER MFG. SPACING2-2x6EA. SIDE2/6 x 6/82/4 x 6/8*SET FOUNDATION WALLS IN2" -OUTSIDE OF FOUNDATIONINSULATION TO ALIGN WITHOUTSIDE OF SHEATHING2-2x106' - 0"6' - 0"20' - 0"36' - 0"56' - 0"50' - 0"30' - 6"19' - 6"10' - 6"20' - 0"23' - 6"8' - 6"12' - 0"20' - 0"5' - 6"0' - 6"56' - 0"28' - 0"28' - 0"2' - 0"26' - 0"30' - 6"0' - 6"INSULATE BETWEENWALL & SLAB5' - 9 1/4"2' - 5 1/2"22' - 3 1/4"2x10 JOISTS@ 16" O.C.50' - 0"18" FLOOR TRUSSESPER MFG. SPACING24" CANT. ABOVER & SH4/0 x 6/824" CANT.ABOVE2/6 x 6/8SMOKEDET.SMOKEDET.18" FLOOR TRUSSESPER MFG. SPACING2-9 1/2" LSL2/8 x 6/824' - 2"4' - 0"15' - 10"3' - 6"5' - 0"4' - 4"23' - 6"2' - 6"7A-50128" CANT. ABOVE3' - 10"3' - 10"4' - 10"3' - 2"22' - 6"1' - 10"13' - 0"17' - 0"10' - 4"3' - 2"6' - 11"15' - 7"2' - 6"0' - 11 1/2"12' - 0 1/2"3' - 7"5' - 4 1/2"4' - 5 1/2"7' - 2"5' TUB/SHWR4/0 x 6/84'-6" VANITY24" CANT. ABOVEGAS F.P.4' - 0" B.W.P.4' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.(G.B. METHOD)4' - 0" B.W.P.(G.B. METHOD)4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2/8 x 6/82x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.OFFICECARPET.10' - 0"20' - 6"2/6 x 6/8EQEQ5' - 0"2' - 0"7' - 7 1/4"2' - 9"3' - 8"2' - 9"15' - 10 1/4"17668" A.F.F6/0 x 6/8SLIDERB.W.P.4' - 0"2-9 1/2" LSL2-2x10HOSE BIBHOSEBIB6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)7' - 3 1/4"0' - 2 3/4"0' - 2 3/4"5' - 9 1/4"PORCH ABOVETRT'D 2x8'S@ 16" O.C.2-2x8 TRT'D12x12 PATIO17' - 4"12' - 0"14' - 8"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 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 CITIES401 OAK STREET -SUITE AFARMINGTON, MN 55024PH (651) 344-7151FX (651) 344-7152DISTINCTIVEDESIGNBUILDLLC.COMFOYER:4/4/2022 10:04:25 AMREDSTONEL1, B3 -REDSTONE18580 HAVEN COURTLAKEVILLE, MN 55044A-402DDB1504.1.22 TP1475111325884.4.22 TP3.30.22 TP8'-1 1/8"8'-1 1/8"3'-6"11'-7"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 24-48-2442 SL 1 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 24-48-2448 SL 1 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2424 AWN 1 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 4842 SL 1 4' - 0" 3' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 6024 AWN FIXED 3 5' - 0" 2' - 0"<varies>6 WINDSOR NEXT DIMENSION 6042 SL 2 5' - 0" 3' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 6048 SL 2 5' - 0" 4' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 7260 SL 1 6' - 0" 5' - 0" 6' - 10"FANBWPsAbove
DN 2RDN 9RDN 7RDN 2R30' - 6"19' - 6"6' - 0"44' - 0"50' - 0"10' - 6"20' - 0"7' - 6"12' - 0"58' - 0"58' - 0"38' - 0"20' - 0"14' - 0"6' - 0"6' - 0"30' - 0"2' - 0"50' - 0"QUEEN2/8 x 6/83/0 x 6/8 W/12" D.S. SL'SFOYER11' -7"PLATE HEIGHTBEDROOM #2CARPET.OWNER'SSUITECARPETBOX VAULTBATHTILE.BATHVINYL.R & SHHALLVINYL.R & SHQUEEN30" RANGE36" REFSINKKITCHENWOOD.DININGWOOD.LIVING ROOMCARPET.6/0 x 6/8SLIDERGARAGESTOOP1' - 3"8' - 0"1' - 3"2' - 0"16' - 0"2' - 0"8' x 7' O.H.GARAGEDOOR16' x 7' O.H.GARAGEDOORRAILING4' - 0"4' - 0"2' - 0"8' - 0"2' - 0"2/8 x 6/8 FIRERATED6' - 6"5' - 0"10' - 2"6' - 3 1/4"5' - 0 3/4"5' - 0"6' - 0"2' - 3"1' - 9"24' - 0"8' - 0"22' - 10"9' - 2"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOBE 10' -6 1/2"2x4 EXTERIOR WALLS8' - 0"3' - 10 1/4"6' - 0"3' - 1 1/4"2' - 3 1/4"ATTICACCESSCO DET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x102-2x6 TYP.2-2x102-2x6 TYP.2-2x10VAULT LINE3:1224" SQUARE CULTUREDSTONE BASE W/TAPERED CEDAR COLUMN28' - 0"30' - 0"2' - 0"28' - 0"26' - 0"2' - 0"4' - 0"3' - 8"8' - 4"3' - 6"2' - 0"1' - 4 3/4"8' - 11"4' - 2 1/4"2/6 x 6/82/4 x 6/8SMOKEDET.2/4 x 6/8 PKTCLOSETCARPET.4' - 0"3' - 0"4' - 0"7' - 0"9' - 1"11' - 0"2/6 x 6/8R & SH3' - 10"3' - 10"14' - 6 3/4"4' - 0"3' - 1 1/4"2' - 4"2' - 0"4' - 0"GIRDER TRUSS4' - 0"22' - 0"32' - 0"20' - 8"3' - 6"4' - 0"15' - 10"17' - 7"6' - 11"3' - 2"10' - 4"2-11 7/8" LVL2-11 7/8" LVLGIRDERTRUSS7A-501TYP.2' - 0"LINEN2/0 x 6/82/6 x 6/82/4 x 6/8CLOSET2x62'-6" VANITYSINKLAUNDRYVINYL.2/4 x 6/811' - 6"21' - 6"11' - 0"2/4 x 6/8PANTRY16" SH.GIRDER TRUSS7' - 9"14' - 6"7' - 9"2' - 0" B.W.P.22' - 0" BRACED WALL LINE SPACING32' - 0" BRACED WALL LINE SPACINGMETHOD PFH -PORTAL FRAME W/ HOLD-DOWNS46' - 0" BRACED WALL LINE SPACING19' - 6" BRACED WALL LINE SPACING26' - 6" BRACED WALL LINE SPACING2' - 0" B.W.P.4' - 0" B.W.P.8' - 0" B.W.P. (METHOD G.B.)8' - 0" B.W.P. (METHOD G.B.)3' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.5' - 0" B.W.P.3' - 0" B.W.P.3:12DWROLL VINYLSLOPE FLOOR FOR CLEARNCE 0' - 4"0' - 3"6' - 8"2x6TILESHOWER5' VANITY2/4 x 6/82/4 x 6/8R & SHCLOSET7455284' - 0"4' - 0"8' -0" H.H.8' -0" H.H.2/4 x 6/8OPG.2-11 7/8" LVLWASHERDRYER42" WALKWAYTO DRIVEWAY5' TUB/SHWR3VALVE1/4" = 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 CITIES401 OAK STREET -SUITE AFARMINGTON, MN 55024PH (651) 344-7151FX (651) 344-7152DISTINCTIVEDESIGNBUILDLLC.COMFOYER:4/4/2022 10:04:26 AMREDSTONEL1, B3 -REDSTONE18580 HAVEN COURTLAKEVILLE, MN 55044A-403DDB1504.1.22 TP1475111325884.4.22 TP3.30.22 TP8'-1 1/8"8'-1 1/8"3'-6"11'-7"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 24-48-2442 SL 1 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 24-48-2448 SL 1 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2424 AWN 1 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 4842 SL 1 4' - 0" 3' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 6024 AWN FIXED 3 5' - 0" 2' - 0"<varies>6 WINDSOR NEXT DIMENSION 6042 SL 2 5' - 0" 3' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 6048 SL 2 5' - 0" 4' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 7260 SL 1 6' - 0" 5' - 0" 6' - 10"-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFANFAN(3)2x10
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 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 TRUSSVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORMAIN FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSB SHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEARCHITECTURAL ASPHALT SHINGLES W/ 15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-44 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGELOWER FLOOR PLATE HEIGHT8' - 1 1/8"RIM JOISTR-20 SPRAYFOAM INSULATIONWATER 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 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 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 GRADEFASTEN 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 PORTALMAIN FLOOR6' -5 3/8"MAIN PLATE14' -6 1/2"LOWER FLOOR-3' -2 1/2"T.O. TYP FOOTING-3' -6"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR0' -11 1/2"GARAGE PLATE10' -6 1/2"FOYER PLATE12' -6 1/2"24" CANTILEVER -18" FLOOR TRUSSESCLOSETFOYERGARAGEOWNER'SSUITECRAWLSPACE11' - 7"1' - 6"2' - 0"2' - 0"LIVING ROOM10' - 6 1/2"18" FLOOR TRUSSES18" FLOOR TRUSSES2x10'SMFG. ROOF TRUSSESMFG. ROOF TRUSSES12812828" CANTILEVERBOX VAULT BEYOND8' - 1 1/8"LINENTHE 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 CITIES401 OAK STREET -SUITE AFARMINGTON, MN 55024PH (651) 344-7151FX (651) 344-7152DISTINCTIVEDESIGNBUILDLLC.COMFOYER:4/4/2022 10:04:26 AMREDSTONEL1, B3 -REDSTONE18580 HAVEN COURTLAKEVILLE, MN 55044A-501DDB1504.1.22 TP1475111325884.4.22 TP3.30.22 TP8'-1 1/8"8'-1 1/8"3'-6"11'-7"1/2" = 1'-0"A-5011BEARING WALL SECTION1/2" = 1'-0"A-5012FLOOR TRUSS DETAILS1/2" = 1'-0"A-5016TYP. WALL SECTION1/2" = 1'-0"A-5014TYP. LOOKOUT SECTION1/2" = 1'-0"A-5015TYP. WALKOUT SECTION3/8" = 1'-0"A-5013METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3" 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:1/4" = 1'-0"A-5017SECTION
4/8/22 Y
AM