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HomeMy WebLinkAboutLA219066-18370 Geyser Way Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS AT FRONT6" SMARTSIDE STORYBOARDADDRESS STONE1' - 0"6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"8" 12"7" / 12"7" / 12"6" / 12"2' - 4"NOTE:SEE STRUCTURAL PLAN FOR BRACED WALL DESIGN 6" 12"24" RETURN TYP.8" / 12"8" / 12"7" 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"4" 12"6" / 12"4:12LANDSCAPE RETAINING WALL 16" TALL BY OTHERS AS REQUIRED 24" RETURN TYP.4" / 12"8" / 12"8" / 12"8" / 12"4" 12"6" 12"LANDSCAPE RETAINING WALL 16" TALL BY OTHERS AS REQUIRED THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/13/2023 1:10:53 PMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-201OTT3411.10.23 CB1440130010038.25.23 CB9.13.23 CB9.13.23 CB12.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILS1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode10/09/2023jnuetzman 9' - 10"18' - 6"36' - 0"0' - 2"1' - 4 1/2"16' - 3" M.O.0' - 9"16' - 3" M.O.1' - 4 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 6"27' - 8"22' - 4"21' - 6"6' - 0"11' - 6"5' - 10"2' - 0"30' - 2"6' - 0"17' - 4"38' - 2"55' - 6"0' - 4"28' - 0"27' - 6"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL 42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY6' - 10"12' - 6"55' - 6"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 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.15' - 3 1/4"11' - 10 3/4"9' - 1 1/4"10' - 2 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 2 3/4"19' - 11 3/4"5' - 4"8' - 2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.8' - 2 3/4"19' - 5 1/4"19' - 4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY6' - 9 1/4"8' - 2 3/4"17' - 0"15' - 0"15' - 0"47' - 0"7' - 6"54' - 6"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODESTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 4"16" RETURN FOR BOULDER WALLLANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED 10'-0" OUT 2' - 10 1/2"M.O.3' - 3"11' - 2 1/2"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAYTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/13/2023 1:10:55 PMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-401OTT3411.10.23 CB1440130010038.25.23 CB9.13.23 CB9.13.23 CB12.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDMECHANICAL /STORAGE9' - 10"17' - 4"0' - 2"18' - 6"36' - 0"6' - 0"30' - 2"2' - 0"5' - 10"11' - 6"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"55' - 6"55' - 6"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"10' - 0"5' - 0"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"54' - 6"4' - 9"1' - 0"8' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"4' - 4"6' - 7"48" F.G. SHWR5' VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"17' - 4"22' - 4"21' - 6"6' - 0"28' - 0"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH (2-16')2-2x10 (1-10')2-11 7/8" LVL (2-10')3-2x10 (3-8')4-2x64-2x65x5 PSL2-2x10 FLUSH (1-10')1' - 4 1/2"16' - 3" M.O.0' - 9"16' - 3" M.O.1' - 4 1/2"SMOKEDET.W. H.2-2x10 (1-10')F. D.2-2x10 (1-8')4' - 2"1' - 8"6' - 0"7' - 6"2' - 6"9' - 4"3-2x10 (3-8')2' - 6"1' - 10"11' - 5"12/4 x 6/8R.O. 2' -6" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING104/0 x 6/8R.O. 4' -2" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"6' - 10"12' - 6"27' - 8"3 TRIMMERS2 TRIMMERS4-2x68040E NVGE13R.O. 8' -0" x 4' -0"H.H. 6' -10"5040E NVG112R.O. 5' -0" x 4' -0"H.H. 6' -10"4030 NVPWG TEMP.9R.O. 4' -0" x 3' -0"H.H. 11' -8"47' - 0"7' - 6"54' - 6"MECHANICAL CHASE ABOVE FUTURE 18" LINENEQEQROUGH-IN FUTURE WET BARSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.126/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED 10'-0" OUT NOTE:SEE STRUCTURAL PLAN FOR BRACED WALL DESIGN ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/13/2023 1:10:56 PMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-402OTT3411.10.23 CB1440130010038.25.23 CB9.13.23 CB9.13.23 CB12.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).66Continue Shearwallholdowns 38' - 0"17' - 6"47' - 0"7' - 6"36" REFSINK.DWPORCH1' - 6"16' - 0"1' - 0"16' - 0"1' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE55' - 6"17' - 0"15' - 0"15' - 0"GARAGE28' - 0"7' - 6"4' - 0"4' - 6"7' - 8"5' - 0"28' - 0"27' - 6"55' - 6"FOYERGREAT ROOMDINING10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"18' - 6"36' - 0"6' - 0"30' - 0"2' - 0"6' - 0"11' - 6"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 6"9' - 1 3/4"4' - 11"3' - 10"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO6' - 9"3' - 9"4' - 9"6' - 9"4' - 9 3/4"4' - 1"5' - 9"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.3' - 6"12' - 6"6' - 0"2' - 9"3' - 3"9' - 0"8' - 0"7' - 6"7' - 6"10' - 6"4' - 6"1' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LVL FLUSH CONTINUOUS (3-22')5x5 PSLGIRDER TRUSSGIRDER TRUSS3-2x62-9 1/2" LVL DROPPED (2-20')2-2x10 (1-12')2-2x10 (1-8')2-2x10 FLUSH (1-10')2-2x10 FLUSH (1-8')2-11 7/8" LSLFLUSH (2-10')R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x10 (1-14')3-2x65x5 PSL2-2x10 (1-10')6'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUD RM.12' - 0"7' - 0"3-14" LVL FLUSH54' - 6"12' - 6"14' - 4 1/4"END PANEL39"x73" FRIG RECESS2' - 9"4' - 0"11' - 9"2-9 1/2" LVL(1-14')R & SH.B.W.P.3' - 0"STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"93/0 x 6/8 W/ 12" D.S. SL'S12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8 OPG.1416' x 8' O.H. GARAGE DOORMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS (1-8')2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSH (3-20')HHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LVL 2 TRIMMERS EA. SIDE (2-10')3-2x10 (1-12')2-2x10 (1-8')PED. SINK20" FLOOR TRUSSESPER MFG. SPACING10' - 1 3/4"2' - 6 7/8"2' - 9"3' - 3"10' - 9"6' - 6 3/8"2-2x10 (2-10')3060 NVH3 E7R.O. 9' -0" x 6' -0"H.H. 8' -0"3050 NVH16R.O. 3' -0" x 5' -0"H.H. 8' -0"3060E NVH28R.O. 6' -0" x 6' -0"H.H. 8' -0"4040 NVPWG TEMP.10R.O. 4' -0" x 4' -0"H.H. 12' -6 3/4"3016 NVPWG5R.O. 3' -0" x 1' -6"H.H. 8' -0"3016 NVPWG5R.O. 3' -0" x 1' -6"H.H. 8' -0"3050 NVH16R.O. 3' -0" x 5' -0"H.H. 8' -0"FROM MAIN FLOOR138/0 x 8/0 SLIDERR.O. 8' -0" x 8' -0"54' - 6"3060E NVH28R.O. 6' -0" x 6' -0"H.H. 8' -0"3016 NVPWG5R.O. 3' -0" x 1' -6"H.H. 6' -10"20" FLOOR TRUSSESPER MFG. SPACING0' - 6"5' - 6"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"16" SH.FUTURE U.C. REFROUGH-IN GARAGE SINK83/0 x 6/8R.O. 3' -2" x 6' -10 1/4"4' - 6"13' - 0"9' - 4"9' - 4"9' - 4"2020 NVA11R.O. 2' -0" x 2' -0"H.H. 8' -0"2020 NVA11R.O. 2' -0" x 2' -0"H.H. 8' -0"FROM FOUNDATIONFROM FOUNDATION2640 NVH14R.O. 2' -6" x 4' -0"H.H. 6' -10"1416' x 8' O.H. GARAGE DOORROUGH-IN FOR FUTURE GARAGE HEATER 2-2x10 (1-8')2-2x10 (1-8')2-11 7/8" LVL (2-18')5x5 PSL3-16" LVL (3-18')3-2x63-2x10 (1-12')2-2x10 (1-8')2-2x10 (1-8')2-2x10 (1-8')NOTE:SEE STRUCTURAL PLAN FOR BRACED WALL DESIGN 3-2x63-2x63-2x61/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/13/2023 1:10:58 PMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-403OTT3411.10.23 CB1440130010038.25.23 CB9.13.23 CB9.13.23 CB12.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SmokeSmokeCOBWPsAboveFANPFH6.2555558PFHPFHVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.ShearwallPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 3/S2 FORPOST-INSTALLED HOLDOWNOPTION-TO BE USED w/ SILL PLATEOVERHANG)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS (REFER TO 3/S2FOR POST-INSTALLED HOLDOWN OPTION)PROVIDE DOUBLE STUDS FOR ATTACHMENTOF BOTH STRAP & HOLDOWN(MAY USE BEARING/KING STUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTERED ON FLOORSYSTEM AT LOCATION SHOWN (PROVIDE 2xBLOCKING IN FLOOR SPACE AS REQ'D)S2FRAMING DETAILRAISED SHEARWALL2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL. 17' - 0"15' - 0"7' - 0"2' - 0"1' - 0"33' - 0"6' - 0"6' - 0"5' - 10"27' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"6' - 0"4' VANITYOWNER'SSUITE2'-9" VANITYBEDROOM #2BATHHALLBEDROOM #311' - 9"2' - 6"5' - 5"13' - 4"32/6 x 6/8R.O. 2' -8" x 6' -11"12' - 9"4' - 0"4' - 0"15' - 3"7' - 3 3/4"4' - 8"5' - 4 1/2"3' - 10"5' - 4"5' - 1 1/2"7' - 4 1/4"19' - 0"11' - 0"9' - 0"5' TUB/SHWR9' - 4 1/4"5' - 4"5' - 1 1/2"2' - 10 1/4"4' - 6"115/0 x 6/8R.O. 5' -2" x 6' -11"5' - 8"11' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"3' - 0"5' - 0"9' - 0"10' - 8 3/8"15' - 3 5/8"7' - 0"14' - 2"2' - 6"8' - 0 3/4"4' - 1 1/4"10' - 2"2-2x10 (1-8')2-2x10 (1-10') W/2 TRIMMERS EA. SIDE2-2x10(1-6')2-2x10 (2-10')2-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESSFRAME FALSE WALL ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.39' - 0"17' - 6"7' - 3"4' - 0"5' - 7 1/4"5' - 7 3/4"115/0 x 6/8R.O. 5' -2" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.BOX VAULT 115/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"SINKTYP.2' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.48" WALL W/GLASS PANELABOVE HEADTILE SHOWER42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"OWNER'SCLOSETBEDROOM #439' - 0"2-2x10 (2-10')2-2x10 (1-12')12/4 x 6/8R.O. 2' -6" x 6' -11"42' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.8050E NVGE14R.O. 8' -0" x 5' -0"H.H. 6' -10"2020 NVA11R.O. 2' -0" x 2' -0"H.H. 6' -10"4640E NVG111R.O. 4' -6" x 4' -0"H.H. 6' -10"2020 NVPWG2R.O. 2' -0" x 2' -0"H.H. 6' -10"8050E NVGE14R.O. 8' -0" x 5' -0"H.H. 6' -10"5040E NVG112R.O. 5' -0" x 4' -0"H.H. 6' -10"2020 NVPWG23R.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"FROM UPPER FLOORSTACK W/DCURB18" LINEN3' - 8 1/4"11' - 5"52/8 x 6/8R.O. 2' -10" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.R & SH.3' x 6' TUB W/ 4" TILEDECK0' - 4"2' - 1"4' - 11 3/4"CONTROL22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"CLOSET2x6R & SH.R & SH.R & SH.NOTE:SEE STRUCTURAL PLAN FOR BRACED WALL DESIGN THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/13/2023 1:10:59 PMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-404OTT3411.10.23 CB1440130010038.25.23 CB9.13.23 CB9.13.23 CB12.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFAN 1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. 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 CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERSTANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.7 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/6:12, 7:12 & 8:12 FASCIA LINES TO MATCH5 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"8" / 12"6" / 12"6" / 12"6" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/13/2023 1:11:01 PMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-501OTT3411.10.23 CB1440130010038.25.23 CB9.13.23 CB9.13.23 CB12.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNAWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" VARIES2 VECTOR ENVISION SERIES 1 2020 NVPWG 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 2020 NVPWG2 4' - 0" 2' - 0" 5' - 8 7/8"4 VECTOR ENVISION SERIES 1 2640 NVH1 2' - 6" 4' - 0" 6' - 10"5 VECTOR ENVISION SERIES 3 3016 NVPWG 3' - 0" 1' - 6" VARIES6 VECTOR ENVISION SERIES 2 3050 NVH1 3' - 0" 5' - 0" 8' - 0"7 VECTOR ENVISION SERIES 1 3060 NVH3 E 9' - 0" 6' - 0" 8' - 0"8 VECTOR ENVISION SERIES 2 3060E NVH2 6' - 0" 6' - 0" 8' - 0"9 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 11' - 8"10 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 12' - 6 3/4"11 VECTOR ENVISION SERIES 1 4640E NVG1 4' - 6" 4' - 0" 6' - 10"12 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"14 VECTOR ENVISION SERIES 2 8050E NVGE 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 153 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 170 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 676 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 945 SF 10' - 9 3/8"MAIN FLOOR FOYER WOOD 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 285 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 163 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 50 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 17 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 99 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 266 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 39 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 72 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 235 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 184 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 117 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 191 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 121 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 35 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 55 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 163 SF 8' - 1 1/8"UPPER FLOOR CLOSET 34 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 52 2/4 x 6/8 PKT 4' - 10" 6' - 11" 23 2/6 x 6/8 2' - 8" 6' - 11" 54 2/6 x 6/8 PKT 5' - 2" 6' - 11" 15 2/8 x 6/8 2' - 10" 6' - 11" 46 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 2/8 x 6/8 OPG. 18 3/0 x 6/8 3' - 2" 6' - 10 1/4" 19 3/0 x 6/8 W/ 12" D.S. SL'S 110 4/0 x 6/8 4' - 2" 6' - 11" 111 5/0 x 6/8 5' - 2" 6' - 11" 312 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 113 8/0 x 8/0 SLIDER 8' - 0" 8' - 0" 114 16' x 8' O.H. GARAGE DOOR 21/2" = 1'-0"A-5012TYP. COLUMN3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-5011TYP. WALL SECTION1/2" = 1'-0"A-5013TYP. LOOKOUT SECTION1/2" = 1'-0"A-5014TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5015TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5016GARAGE CEILING1/2" = 1'-0"A-5017BEARING WALL SECTION1/2" = 1'-0"A-5018TYP. WALKOUT SECTION1/8" = 1'-0"A-5019ROOF PLAN COPYRIGHT HANSON GROUP, LLC 2023©September 6, 2023Project Number:Date:3.387S11Sheets: of2PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionPersaud Residence18370 Geyser WayLakeville, MN5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:9-6-23Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 302Burnsville, MN 55337Garrett Brunell52600UPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANPARTIAL LOWER LEVEL FLOOR PLANSHOWN FOR LOCATION REFERENCEONLY1S1REFERENCE PLANINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AT A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE INACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY NORTH HOUSE RESIDENTIAL DESIGN LASTDATED 1-10-23 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. THE DESIGN OF THE REMAININGHOME, INCLUDING ALL BEAM AND HEADER SIZES, FOUNDATION WALLS, PAD FOOTINGS, ETC IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSON GROUP FOR REVIEW. IF FINAL TRUSSLAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSONGROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THEREQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. OR TYPE S/W WALLBOARDSCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" IN LAP ZONE. ATCORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND IS EXCLUDED FROM THEOVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE(4-FT)(4-FT)BRACEDWALL LINE(4-FT)BRACEDWALL LINE(6.25-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE(8-FT)(4-FT)(3.5-FT)(3.5-FT)(4-FT)(3-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)(5-FT)BRACED WALL LINE(4-FT) (5-FT) (5-FT)(5-FT)CONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 1/S2BRACED WALL LINEBRACEDWALL LINEBRACED WALL LINE(4-FT)(4-FT)(4-FT)(6-FT)CONTINUE HOLDOWNAS SHOWN IN 2/S2PROVIDE SHEARWALLAS SHOWN IN 2/S2(6-FT)(4-FT)(4-FT) COPYRIGHT HANSON GROUP, LLC 2023©Project Number:Date:S22Sheets: of2DescriptionDateRevisionPrint Name:Signed: License Number:Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 302Burnsville, MN 55337Garrett Brunell526005851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 3/S2 FORPOST-INSTALLED HOLDOWNOPTION-TO BE USED w/ SILL PLATEOVERHANG)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS (REFER TO 3/S2FOR POST-INSTALLED HOLDOWN OPTION)PROVIDE DOUBLE STUDS FOR ATTACHMENTOF BOTH STRAP & HOLDOWN(MAY USE BEARING/KING STUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTERED ON FLOORSYSTEM AT LOCATION SHOWN (PROVIDE 2xBLOCKING IN FLOOR SPACE AS REQ'D)S2FRAMING DETAILRAISED SHEARWALL2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.ALTERNATE HOLDOWNCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONSFRAMING DETAILALTERNATE RAISED HOLDOWN12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN ENDSIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDSFLOORSYSTEMCONCRETEFOUNDATIONBELOW3S2S2FRAMING DETAILGARAGE FRONT PORTAL FRAME116'-3"±10'-938" ±PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DLENGTH OF CONTINUOUS HEADERLARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELS58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO EACH END OF HEADERw/ (2) ROWS 16d SINKER NAILS @ 3" O.C.FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD THIS END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FOUNDATION WALL BELOWNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)SIMPSON HUCQ HANGERBY SUPPLIER -R=2.2KIP UPLIFT MIN.(2) 2x6 LVL FULL HEIGHT KINGSTUDS BETWEEN HEADERSSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 FOR ALTERNATIVEPOST-INSTALLED OPTION)1'-412"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD THIS END OF HEADER(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FOUNDATION WALL BELOWNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)VERIFY POST SIZE ANDREQUIREMENTS w/ SUPPLIER)LENGTH OF CONTINUOUS HEADER16'-3"±1'-412"±0'-9"±(1) SIMPSON LMA6Z MUDSILLANCHOR (MUST BE WET-SET)CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)FASTEN KING STUD TO EACH END OF HEADERw/ (2) ROWS 16d SINKER NAILS @ 3" O.C.58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 FOR ALTERNATIVEPOST-INSTALLED OPTION)GIRDER TRUSS BRG FROMABOVE, BY SUPLIERSeptember 6, 20233.387Persaud Residence18370 Geyser WayLakeville, MN9-6-23SIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT CENTER PIER - NOPOST-INSTALLED OPTION ALLOWED MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS AT FRONT6" SMARTSIDE STORYBOARDADDRESS STONE1' - 0"6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"8" 12"7" / 12"7" / 12"6" / 12"2' - 4"24" RETURN TYP.8" / 12"8" / 12"7" 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"4" 12"6" / 12"4:1224" RETURN TYP.4" / 12"8" / 12"8" / 12"8" / 12"4" 12"6" 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:1/11/2023 8:38:34 AMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-201OTT3411.10.23 CB14401300100312.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILS1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION 9' - 10"18' - 6"36' - 0"0' - 2"1' - 4 1/2"16' - 3" M.O.0' - 9"16' - 3" M.O.1' - 4 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 6"27' - 8"22' - 4"21' - 6"6' - 0"11' - 6"5' - 10"2' - 0"30' - 2"6' - 0"17' - 4"38' - 2"55' - 6"0' - 4"28' - 0"27' - 6"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL 42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY6' - 10"12' - 6"55' - 6"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 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.15' - 3 1/4"11' - 10 3/4"9' - 1 1/4"10' - 2 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 2 3/4"19' - 11 3/4"5' - 4"8' - 2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.8' - 2 3/4"19' - 5 1/4"19' - 4"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY6' - 9 1/4"8' - 2 3/4"17' - 0"15' - 0"15' - 0"47' - 0"7' - 6"54' - 6"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODESTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYXXXXTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:1/11/2023 8:38:36 AMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-401OTT3411.10.23 CB14401300100312.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDMECHANICAL/ STORAGE9' - 10"17' - 4"0' - 2"18' - 6"36' - 0"6' - 0"30' - 2"2' - 0"5' - 10"11' - 6"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"55' - 6"55' - 6"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"10' - 0"5' - 0"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"54' - 6"4' - 9"1' - 0"8' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"4' - 4"6' - 7"48" F.G. SHWR5' VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"17' - 4"22' - 4"21' - 6"6' - 0"28' - 0"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL 3-2x104-2X64-2X65x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT1' - 4 1/2"16' - 3" M.O.0' - 9"16' - 3" M.O.1' - 4 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x104' - 2"1' - 8"6' - 0"7' - 6"2' - 6"9' - 4"3-2x102' - 6"1' - 10"11' - 5"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING124/0 x 6/8R.O. 4' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"6' - 10"12' - 6"27' - 8"3 TRIMMERS2 TRIMMERS4-2x68040E NVGE14R.O. 8' -0" x 4' -0"H.H. 6' -10"5040E NVG113R.O. 5' -0" x 4' -0"H.H. 6' -10"4030 NVPWG TEMP.10R.O. 4' -0" x 3' -0"H.H. 11' -8"47' - 0"7' - 6"54' - 6"MECHANICAL CHASE ABOVE FUTURE 18" LINENEQEQROUGH-IN FUTURE WET BARSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:1/11/2023 8:38:38 AMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-402OTT3411.10.23 CB14401300100312.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLAN2-11 7/8" LVL (2-10') 2T / 3T3-2x10 (3-8') 2T3-2x10 (3-8')2-2x10 (1-10')2-2x10 (1-10')2-2x10 (1-8')2-2x10 (1-10')2-14" LVL (2-16') 38' - 0"17' - 6"47' - 0"7' - 6"36" REFSINK.DWPORCH1' - 6"16' - 0"1' - 0"16' - 0"1' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE55' - 6"17' - 0"15' - 0"15' - 0"GARAGE28' - 0"7' - 6"4' - 0"4' - 6"7' - 8"5' - 0"28' - 0"27' - 6"55' - 6"FOYERGREAT ROOMDINING10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"18' - 6"36' - 0"6' - 0"30' - 0"2' - 0"6' - 0"11' - 6"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 6"9' - 1 3/4"4' - 11"3' - 10"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO6' - 9"3' - 9"4' - 9"6' - 9"4' - 9 3/4"4' - 1"5' - 9"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.3' - 6"12' - 6"6' - 0"2' - 9"3' - 3"9' - 0"8' - 0"7' - 6"7' - 6"10' - 6"4' - 6"1' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLGIRDER TRUSSGIRDER TRUSS3-2x62-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHR-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x103-2x65x5 PSL2-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUD RM.12' - 0"7' - 0"3-14" LVL FLUSH54' - 6"12' - 6"14' - 4 1/4"END PANEL39"x73" FRIG RECESS2' - 9"4' - 0"11' - 9"2-9 1/2" LSLR & SH.B.W.P.3' - 0"STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"113/0 x 6/8 W/ 12" D.S. SL'S12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"92/8 x 6/8 OPG.1616' x 8' O.H. GARAGE DOORMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHHHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSL2 TRIMMERS EA. SIDE 3-2x102-2x10PED. SINK20" FLOOR TRUSSESPER MFG. SPACING10' - 1 3/4"2' - 6 7/8"2' - 9"3' - 3"10' - 9"6' - 6 3/8"2-2x103060 NVH3 E8R.O. 9' -0" x 6' -0"H.H. 8' -0"3050 NVH17R.O. 3' -0" x 5' -0"H.H. 8' -0"3060E NVH29R.O. 6' -0" x 6' -0"H.H. 8' -0"4040 NVPWG TEMP.11R.O. 4' -0" x 4' -0"H.H. 12' -6 3/4"3016 NVPWG5R.O. 3' -0" x 1' -6"H.H. 8' -0"3016 NVPWG5R.O. 3' -0" x 1' -6"H.H. 8' -0"3050 NVH17R.O. 3' -0" x 5' -0"H.H. 8' -0"FROM MAIN FLOOR158/0 x 8/0 SLIDERR.O. 8' -0" x 8' -0"54' - 6"3060E NVH29R.O. 6' -0" x 6' -0"H.H. 8' -0"3016 NVPWG5R.O. 3' -0" x 1' -6"H.H. 6' -10"20" FLOOR TRUSSESPER MFG. SPACING0' - 6"5' - 6"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"16" SH.FUTURE U.C. REFROUGH-IN GARAGE SINK103/0 x 6/8R.O. 3' -2" x 6' -10 1/4"4' - 6"13' - 0"9' - 4"9' - 4"9' - 4"2020 NVA11R.O. 2' -0" x 2' -0"H.H. 8' -0"2020 NVA11R.O. 2' -0" x 2' -0"H.H. 8' -0"FROM FOUNDATIONFROM FOUNDATION2640 NVH14R.O. 2' -6" x 4' -0"H.H. 6' -10"1616' x 8' O.H. GARAGE DOORROUGH-IN FOR FUTURE GARAGE HEATER 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:1/11/2023 8:38:40 AMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-403OTT3411.10.23 CB14401300100312.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA3-2x10 (1-12')3-2x10 (1-12')2-2x10 (1-10')2-9 1/2" LSL (2-10')2-2x10 (2-10')2-2x10 (1-8')2-2x10 (1-8')2-9 1/2" LSL (1-14')2-2x10 (1-14')2-2x10 (1-8')2-2x10 (1-12')2-2x10 (1-8')2-2x10 (1-8')2-2x10 (1-8')2-2x10 (1-8')2-2x10 (1-8')2-11 7/8" LVL (2-18')3-16 LVL (3-18')3-11 7/8" LVL (3-22')2-2x10 (1-8')2-2x10 (1-10')2-11 7/8" LSL (2-10')2-9 1/2" LSL (2-20')3-11 7/8" LVL (3-20')2-11 7/8" LSL (2-10')3-14" LVL (3-16')5-1/4X5-1/4 LVL COLUMN 17' - 0"15' - 0"7' - 0"2' - 0"34' - 0"6' - 0"6' - 0"5' - 10"27' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"6' - 0"4' VANITYOWNER'SSUITE2'-9" VANITYBEDROOM #2BATHHALLBEDROOM #311' - 9"2' - 6"5' - 5"13' - 4"42/6 x 6/8R.O. 2' -8" x 6' -11"12' - 9"4' - 0"4' - 0"15' - 3"7' - 3 3/4"4' - 8"5' - 4 1/2"3' - 10"5' - 4"5' - 1 1/2"7' - 4 1/4"19' - 0"11' - 0"9' - 0"5' TUB/SHWR9' - 4 1/4"5' - 4"5' - 1 1/2"2' - 9 1/4"4' - 7"135/0 x 6/8R.O. 5' -2" x 6' -11"5' - 8"11' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"3' - 0"5' - 0"9' - 0"10' - 8 3/8"15' - 3 5/8"7' - 0"1' - 0"14' - 2"2' - 6"8' - 0 3/4"4' - 1 1/4"10' - 2"2-2x102-2x10 W/2 TRIMMERS EA. SIDE2-2x102-2x102-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESSFRAME FALSE WALL ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.39' - 0"17' - 6"7' - 3"4' - 0"5' - 7 1/4"5' - 7 3/4"135/0 x 6/8R.O. 5' -2" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.BOX VAULT 135/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"42/6 x 6/8R.O. 2' -8" x 6' -11"SINKTYP.2' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.48" WALL W/GLASS PANELABOVE HEADTILE SHOWER52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"OWNER'SCLOSETBEDROOM #439' - 0"2-2x102-2x1012/4 x 6/8R.O. 2' -6" x 6' -11"42' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.8050E NVGE15R.O. 8' -0" x 5' -0"H.H. 6' -10"2020 NVA11R.O. 2' -0" x 2' -0"H.H. 6' -10"4640E NVG112R.O. 4' -6" x 4' -0"H.H. 6' -10"2020 NVPWG2R.O. 2' -0" x 2' -0"H.H. 6' -10"8050E NVGE15R.O. 8' -0" x 5' -0"H.H. 6' -10"5040E NVG113R.O. 5' -0" x 4' -0"H.H. 6' -10"2020 NVPWG23R.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"FROM UPPER FLOORSTACK W/DCURB18" LINEN3' - 8 1/4"11' - 5"62/8 x 6/8R.O. 2' -10" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.R & SH.3' x 6' TUB W/ 4" TILEDECK0' - 4"3' - 4"4' - 11 3/4"CONTROL32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"CLOSET2x6R & SH.R & SH.R & SH.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:1/11/2023 8:38:42 AMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-404OTT3411.10.23 CB14401300100312.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLAN2-2x10 (1-12')2-2x10 (2-10')2-2x10 (1-8')2-2x10 (1-10')2-2x10 (1-8')2-2x10 (2-10')2-2x10 (1-10') 1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. 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 CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERSTANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.7 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/6:12, 7:12 & 8:12 FASCIA LINES TO MATCH5 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"8" / 12"6" / 12"6" / 12"6" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:1/11/2023 8:38:46 AMTHE PERSAUD RESIDENCEL9, B3 -GLACIER CREEK 5TH ADD'N18370 GEYSER WAYLAKEVILLE, MN 55044A-501OTT3411.10.23 CB14401300100312.28.228'-1 1/8"9'-1 1/8"8'-4" POUR3743THE SAVANNAWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" VARIES2 VECTOR ENVISION SERIES 1 2020 NVPWG 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 2020 NVPWG2 4' - 0" 2' - 0" 5' - 8 7/8"4 VECTOR ENVISION SERIES 1 2640 NVH1 2' - 6" 4' - 0" 6' - 10"5 VECTOR ENVISION SERIES 3 3016 NVPWG 3' - 0" 1' - 6" VARIES7 VECTOR ENVISION SERIES 2 3050 NVH1 3' - 0" 5' - 0" 8' - 0"8 VECTOR ENVISION SERIES 1 3060 NVH3 E 9' - 0" 6' - 0" 8' - 0"9 VECTOR ENVISION SERIES 2 3060E NVH2 6' - 0" 6' - 0" 8' - 0"10 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 11' - 8"11 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 12' - 6 3/4"12 VECTOR ENVISION SERIES 1 4640E NVG1 4' - 6" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"15 VECTOR ENVISION SERIES 2 8050E NVGE 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 153 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 170 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 676 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 945 SF 10' - 9 3/8"MAIN FLOOR FOYER WOOD 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 285 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 163 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 50 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 17 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 99 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 266 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 39 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 72 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 235 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 184 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 117 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 191 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 121 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 35 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 55 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 163 SF 8' - 1 1/8"UPPER FLOOR CLOSET 34 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 53 2/4 x 6/8 PKT 4' - 10" 6' - 11" 24 2/6 x 6/8 2' - 8" 6' - 11" 55 2/6 x 6/8 PKT 5' - 2" 6' - 11" 16 2/8 x 6/8 2' - 10" 6' - 11" 47 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 19 2/8 x 6/8 OPG. 110 3/0 x 6/8 3' - 2" 6' - 10 1/4" 111 3/0 x 6/8 W/ 12" D.S. SL'S 112 4/0 x 6/8 4' - 2" 6' - 11" 113 5/0 x 6/8 5' - 2" 6' - 11" 314 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 115 8/0 x 8/0 SLIDER 8' - 0" 8' - 0" 116 16' x 8' O.H. GARAGE DOOR 21/2" = 1'-0"A-5012TYP. COLUMN3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-5011TYP. WALL SECTION1/2" = 1'-0"A-5013TYP. LOOKOUT SECTION1/2" = 1'-0"A-5014TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5015TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5016GARAGE CEILING1/2" = 1'-0"A-5017BEARING WALL SECTION1/2" = 1'-0"A-5018TYP. WALKOUT SECTION1/8" = 1'-0"A-5019ROOF PLAN ProductsPlotID Length ProductPlies Net QtyB1 20' 0" 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP2 2B2 10' 0" 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP2 2B3 8' 0" 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP 22B4 22' 0" 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP 3 3B5 20' 0" 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP 3 3B6 18' 0" 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP 2 2B7 10' 0" 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP 2 4B8 16' 0" 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 3 3B9 18' 0" 1-3/4" x 16" VERSA-LAM® LVL 2.1E 3100 SP 3 3B13 10' 0" 2x10 SPF No.22 2B14 8' 0" 2x10 SPF No.22 2B15 6' 0" 2x10 SPF No.22 2B22 6' 0" 2x10 SPF No.22 2B23 6' 0" 2x10 SPF No.22 2B17 4' 0" 2x10 SPF No.22 4B18 4' 0" 2x10 SPF No.22 2B19 4' 0" 2x10 SPF No.22 2B20 4' 0" 2x10 SPF No.22 4B21 4' 0" 2x10 SPF No.22 2B24 4' 0" 2x10 SPF No.22 2B25 4' 0" 2x10 SPF No.22 2B16 4' 0" 2x10 SPF No.23 6Pt1 12' 0" 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 1 1Pt2 10' 0" 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 1 2Pt3 10' 0" 6x6 DF No.21 1Pt3 10' 0" 4x4 SPF No.21 23 PLY 2x10PER PLANSTAIRWAYFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSPt3Pt3Pt3Pt2Pt1Pt2B17B13B17B14B19B18B20B20B25B22B21B23B16B16B2B3B9B1B7B5B4B10B11B12B7B24B15B8B617' 6" 2' 0" 30' 0" 6' 0" 55' 6"28' 0" 21' 6" 6' 0" 55' 6"7' 0" 11' 6"36' 0"54' 6"17' 0"15' 0"15' 0" 7' 6"54' 6"ProductsPlotID Length Product Plies Net QtyB1 10' 0" 2x10 SPF No.2 2 2B4 10' 0" 2x10 SPF No.2 2 2B2 6' 0" 2x10 SPF No.2 2 2B3 6' 0" 2x10 SPF No.2 2 2B6 6' 0" 2x10 SPF No.2 2 2B5 4' 0" 2x10 SPF No.2 2 2B7 4' 0" 2x10 SPF No.2 2 2ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSTAIRWAYOwners SuiteBedroom 4Owners BathBedroom 2BathBedroom 3B2B1B7B6B5B4B336' 0" 6' 0" 42' 0" 2' 0" 1' 0"33' 0" 6' 0" 42' 0" 19' 0"11' 0" 9' 0"39' 0"17' 0"15' 0" 7' 0"39' 0"ProductsPlotID Length ProductPlies Net Qty Fab TypeB1 10' 0" 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP 2 2 MFDB2 16' 0" 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 2 2 MFDB4 8' 0" 2x10 SPF No.23 3 MFDB5 6' 0" 2x10 SPF No.22 2 MFDB7 6' 0" 2x10 SPF No.22 2 MFDB9 6' 0" 2x10 SPF No.22 2 MFDB6 6' 0" 2x10 SPF No.23 3 MFDB8 4' 0" 2x10 SPF No.22 2 MFDPt1 10' 0" 5-1/4" x 5-1/4" VERSA-LAM® LVL 1.8E 2650 SP 1 1 MFDUNEXCAVATEDUNEXCAVATEDSTAIRWAYFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERS3 PLY 2x10PER PLANB1B2B4B6B9B8B7B5B311' 6" 7' 10"30' 2"6' 0" 55' 6"28' 0" 21' 6" 6' 0" 55' 6"17' 0"15' 0"15' 0" 7' 6"54' 6"27' 10"10' 0" 6' 10" 12' 4"2' 0" Job Number: N/AJob Name:Job Address:Date: 09/12/2023Designed By: Zachary StepanPhone #: (763-486-5700e-mail: zachary.stepan@bldr.comSalesman: Todd Cardinal19361 Tamarack StOak Grove, MN 55011Notice:These plans are designed to assist in cutting headers only.They are in no way regarded as complete construction drawings.The builder is totally responsible for the erection and completion of thebuilding, using satisfactory construction methods and techniques, andfor compliance with all local, state, and federal codes, ordinances,and stutues in that regard.18370 Geyser WayHeader Plan Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-15 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's X " round duct OR 6" flex " metal duct ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 2.550 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 180 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 30511Residential Load Calculation SEER /EER Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX030P Model Heating System Natural Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.21 Describe other insulated areas Fiberglass, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.28 Appliances Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 73154 Heating Gain Cooling Load 90 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.9/26/2023 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville18370 Geyser Way BC730925 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 2.5 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) 10/6/23 X PM