HomeMy WebLinkAboutLA224055-19628 Harbor Dr-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.SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS TYP. @ FRONT6" SMARTSIDE STORYBOARDADDRESS STONE6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"7" / 12"3' - 6"1' - 4"0' - 6"8" 12"TOP ROW GLASS TOP ROW GLASS 7" / 12"3' - 6"24" RETURN TYP.4" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"4" 12"8" 12"24" RETURN TYP.8" / 12"8" / 12"7" 12"4:12THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/14/2024 11:18:48 AMTHE KEANE RESIDENCEL10, B2 -BERRES RIDGE 8TH ADDITION19628 HARBOR DRIVELAKEVILLE, MN 55044A-201OTT4514.19.24 CB1440130710034.19.24 CB5.14.24 CB4.11.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 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 BldgCode05/22/2024jnuetzman
9' - 10"18' - 6"32' - 6"0' - 2"11' - 0"21' - 6"2' - 7 1/2"16' - 3" M.O.2' - 7 1/2"1' - 4 1/2"8' - 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.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 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.51' - 0"22' - 4"11' - 9 1/4"12' - 8 3/4"21' - 6"6' - 0"6' - 0"5' - 10"1' - 0"31' - 2"6' - 0"2' - 0"11' - 10"38' - 2"52' - 0"0' - 4"24' - 6"27' - 6"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY6' - 10"12' - 6"52' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4"9' - 9 1/4"2' - 0 3/4"9' - 1 1/4"3' - 8"6' - 6 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 2 3/4"19' - 7 1/4"7' - 0"12' - 2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.27' - 8"19' - 4":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 WAY7' - 9 1/4"8' - 2 3/4"16' - 0"15' - 0"16' - 0"47' - 0"4' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.51' - 0"13' - 10 1/2"5' - 3 1/2"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY8'-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 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.DATEFINISHED 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/14/2024 11:18:49 AMTHE KEANE RESIDENCEL10, B2 -BERRES RIDGE 8TH ADDITION19628 HARBOR DRIVELAKEVILLE, MN 55044A-401OTT4514.19.24 CB1440130710034.19.24 CB5.14.24 CB4.11.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UNEXCAVATEDMECHANICAL /STORAGE9' - 10"11' - 0"21' - 6"0' - 2"18' - 6"32' - 6"6' - 0"31' - 2"1' - 0"5' - 10"6' - 0"11' - 11"19' - 3"7' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED16' - 0"15' - 0"16' - 0"52' - 0"52' - 0"SET ON SILl 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 6"7' - 6"7' - 6"7' - 6"11' - 0"5' - 0"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"51' - 0"5' - 9"8' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"4' - 4"6' - 7"48" F.G. SHWR6'-6" VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"11' - 10"2' - 0"22' - 4"21' - 6"6' - 0"24' - 6"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x10 2-2x10 3-2x104-2x64-2x65x5 PSLNO PLATES 2-2x10 FLUSH1' - 4 1/2"8' - 3" M.O.1' - 4 1/2"2' - 7 1/2"16' - 3" M.O.2' - 7 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x107' - 6"B.W.P.4' - 0"B.W.P.2' - 8"CS-WSP2' - 6" B.W.P.12/4 x 6/8R.O. 2' -6" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING32/6 x 6/8R.O. 2' -8" x 6' -11"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES6' - 10"12' - 6"27' - 8"4-2x65036E NVG112R.O. 5' -0" x 3' -6"H.H. 6' -10"5036E NVG112R.O. 5' -0" x 3' -6"H.H. 6' -10"4030 NVPWG TEMP.9R.O. 4' -0" x 3' -0"H.H. 11' -8"FROM LOWER FLOOR47' - 0"4' - 0"MECHANICAL CHASE ABOVE 12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET4' - 2"7' - 8"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL3-2x63-2x62 TRIMMERS 2 TRIMMERS CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.51' - 0"EQEQROUGH-IN FOR FUTURE WET BAR 12" CANT. ABOVE 8036 NVGE14R.O. 8' -0" x 3' -6"H.H. 6' -10"3-2x10GIRDER TRUSS THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/14/2024 11:18:50 AMTHE KEANE RESIDENCEL10, B2 -BERRES RIDGE 8TH ADDITION19628 HARBOR DRIVELAKEVILLE, MN 55044A-402OTT4514.19.24 CB1440130710034.19.24 CB5.14.24 CB4.11.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
38' - 0"12' - 0"2' - 0"47' - 0"4' - 0"36" REFSINKDWPORCH11' - 0"21' - 6"1' - 6"8' - 0"1' - 6"2' - 9"16' - 0"2' - 9"52' - 0"16' - 0"15' - 0"16' - 0"GARAGE28' - 0"4' - 0"4' - 0"4' - 6"7' - 8"5' - 0"24' - 6"27' - 6"52' - 0"FOYERGREAT ROOMDININGEQEQ10' - 0"KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"7' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"18' - 6"32' - 6"3' - 3"2' - 9"5' - 1 1/4"5' - 1"20' - 9 3/4"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"0' - 11 3/4"3' - 10"6' - 10"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"2' - 9 3/4"4' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"8' - 6"7' - 6"7' - 6"7' - 6"2' - 0"9' - 6"4' - 6"1' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDER3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLNO PLATES GIRDER TRUSSGIRDER TRUSS5x5 PSL NO PLATES 2-11 7/8" LSL2-2x122-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x103-2x102-2x10 FLUSH2-2x10FLUSH2-9 1/2" LSLFLUSHPFH2' - 9"PFH1' - 6"PFH1' - 6"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x123-2x62-2x10 W/ 2 TRIMMERS EA. SIDE 6'-10" ABOVE LANDINGRECYCLE7' - 2"11' - 10"MUD RM.12' - 0"7' - 0"3-14" LVL FLUSH51' - 0"12' - 6"11' - 4"END PANEL39"x73" FRIG RECESS2' - 9"4' - 0"11' - 9"2-2x10R & SH.STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING52/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"62/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"83/0 x 6/8 W/ 2-12" D.S. S.L.'SSTEEL12/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8 OPG.108' x 8' O.H. GARAGE DOOR1216' x 8' O.H. GARAGE DOOR2-2x10 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHMFG. ROOF TRUSSES@ 24" O.C.2' - 9"3' - 3"SET ON FINISHED FLOORTILE TO MANTEL 3-2x10CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x1020" FLOOR TRUSSESPER MFG. SPACING1' - 0"2' - 3 3/8"2' - 9 7/8"11' - 9"6' - 9 3/8"2' - 3 3/8"3660 NVH1E -3660 NVPW -3660 NVH1E8R.O. 10' -6" x 6' -0"H.H. 8' -0"3050 NVH16R.O. 3' -0" x 5' -0"H.H. 6' -10"3060E NVH27R.O. 6' -0" x 6' -0"H.H. 8' -0"2640 NVH14R.O. 2' -6" x 4' -0"H.H. 6' -10"4040 NVPWG TEMP.10R.O. 4' -0" x 4' -0"H.H. 11' -10"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. 6' -10"FROM MAIN FLOOR119/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"51' - 0"U.C. LIGHTS U.C.LIGHTS U.C. LIGHTS U.C.LIGHTS 12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.3060E NVH27R.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' - 8"5' - 4"5' - 0"R & SH.2x4 TURNED PFH2' - 9"3050 NVH16R.O. 3' -0" x 5' -0"H.H. 6' -10"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE5' - 11 1/4"2' - 7"12/4 x 6/8R.O. 2' -6" x 6' -11"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.4-2x6 2-2x102-2x103-2x63-2x62x6CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP6' - 0" B.W.P.CS-PF3' - 0" B.W.P.CS-PF2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP5' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP5' - 1" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.8' - 0"CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.SHEATHING UNDERGYP. BD. FOR WALLBRACING REQUIREMENTSMETHOD G.B.4' - 0" BOTH SIDESCS-WSP4' - 0" B.W.P.MFG. ROOF TRUSSES@ 24" O.C.5x5 PSL36" GAS F.P.PED. SINK(1) CHAIN DRIVE OPENERCS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.HIP GIRDER 3-2x62-2x102-9 1/2" LVL W/ 2 TRIMMERS GIRDER TRUSS6' - 0"6' - 0"1' - 0"31' - 0"6' - 0"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/14/2024 11:18:52 AMTHE KEANE RESIDENCEL10, B2 -BERRES RIDGE 8TH ADDITION19628 HARBOR DRIVELAKEVILLE, MN 55044A-403OTT4514.19.24 CB1440130710034.19.24 CB5.14.24 CB4.11.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNABWPsAbove-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.
16' - 0"15' - 0"8' - 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"7'-3" VANITYOWNER'S SUITE12" BOX VAULT5'-3" VANITYBEDROOM #2BATHHALLBEDROOM #311' - 9"2' - 6"3' - 4"7' - 8"7' - 9"32/6 x 6/8R.O. 2' -8" x 6' -11"12' - 9"4' - 0"4' - 0"15' - 3"9' - 6"5' - 6"5' - 2"7' - 0"3' - 5 3/4"8' - 4 1/4"19' - 0"11' - 0"9' - 0"5' TUB/SHWR22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"6' - 2"2' - 2"7' - 0"5' - 4"6' - 6"95/0 x 6/8R.O. 5' -2" x 6' -11"7' - 8"8' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"5' - 0"3' - 0"11' - 7"5' - 6"7' - 0"8' - 11"14' - 2"2' - 6"8' - 1 3/4"14' - 2 1/4"2-2x102-2x102-2x102-2x102-2x10 W/ 2 TRIMMERS EA. SIDE KNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESSWALL BEARING ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.39' - 0"17' - 6"1' - 0"6' - 3"4' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"95/0 x 6/8R.O. 5' -2" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.95/0 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"42/8 x 6/8R.O. 2' -10" x 6' -11"SINKTYP.2' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.3' - 1"2' - 3"48" WALL W/GLASS PANELABOVE CONTROLHEADTILE SHOWER32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.OWNER'SCLOSETBEDROOM #42-2x102-2x102x612/4 x 6/8R.O. 2' -6" x 6' -11"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x1042' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.42/8 x 6/8R.O. 2' -10" x 6' -11"8050E NVGE15R.O. 8' -0" x 5' -0"H.H. 6' -10"2016 NVA11R.O. 2' -0" x 1' -6"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"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 FLOOR12/4 x 6/8R.O. 2' -6" x 6' -11"DRYERWASHERCURBTYP.2' - 0"4' - 1"12-2x10 W/ 2 TRIMMERS CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.39' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/14/2024 11:18:54 AMTHE KEANE RESIDENCEL10, B2 -BERRES RIDGE 8TH ADDITION19628 HARBOR DRIVELAKEVILLE, MN 55044A-404OTT4514.19.24 CB1440130710034.19.24 CB5.14.24 CB4.11.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANTemper ifwithin 60"of tub floorTemper-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
1' - 5"0' - 9 1/2"2x6 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POST1' - 8"20" SQUARE FRAMED BASE W/ CULTURED STONE 3' - 0"1' - 10"1' - 8"1' - 10"1' - 8"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.8 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH4 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"4" / 12"7" / 12"8" / 12"7" / 12"2 ROOF VENT REQUIRED 8" / 12"8" / 12"7" / 12"4:12WATCH 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 INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY 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 FOOTINGSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/14/2024 11:18:56 AMTHE KEANE RESIDENCEL10, B2 -BERRES RIDGE 8TH ADDITION19628 HARBOR DRIVELAKEVILLE, MN 55044A-501OTT4514.19.24 CB1440130710034.19.24 CB5.14.24 CB4.11.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNAWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2016 NVA1 2' - 0" 1' - 6" 6' - 10"2 VECTOR ENVISION SERIES 2 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 3 3050 NVH1 3' - 0" 5' - 0" 6' - 10"7 VECTOR ENVISION SERIES 2 3060E NVH2 6' - 0" 6' - 0" 8' - 0"8 VECTOR ENVISION SERIES 1 3660 NVH1E - 3660 NVPW - 3660 NVH1E 10' - 6" 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" 11' - 10"11 VECTOR ENVISION SERIES 1 4640E NVG1 4' - 6" 4' - 0" 6' - 10"12 VECTOR ENVISION SERIES 2 5036E NVG1 5' - 0" 3' - 6" 6' - 10"13 VECTOR ENVISION SERIES 1 5040E NVG1 5' - 0" 4' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 8036 NVGE 8' - 0" 3' - 6" 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 159 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 131 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 667 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"LOWER FLOOR CLOSET CARPET 28 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 118 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 718 SF 10' - 9 3/8"MAIN FLOOR FOYER LVP 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 234 SF 9' - 1 1/8"MAIN FLOOR DINING LVP 163 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 132 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LVP 304 SF 9' - 1 1/8" .MAIN FLOOR POWDER LVP 46 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 270 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 188 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 80 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 194 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 105 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY LVT 46 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 55 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 201 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" 102 2/4 x 6/8 PKT 4' - 10" 6' - 11" 13 2/6 x 6/8 2' - 8" 6' - 11" 54 2/8 x 6/8 2' - 10" 6' - 11" 35 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 16 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 17 2/8 x 6/8 OPG. 18 3/0 x 6/8 W/ 2-12" D.S. S.L.'S STEEL 19 5/0 x 6/8 5' - 2" 6' - 11" 310 8' x 8' O.H. GARAGE DOOR 111 9/0 x 6/8 SLIDER 8' - 11 3/4" 6' - 8" 112 16' x 8' O.H. GARAGE DOOR 11/2" = 1'-0"A-5012TYP. COLUMN1/8" = 1'-0"A-5013ROOF PLAN3" 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-5014TYP. WALL SECTION1/2" = 1'-0"A-5015TYP. WALKOUT SECTION1/2" = 1'-0"A-5016TYP. LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5019GARAGE CEILING1/2" = 1'-0"A-50110BEARING WALL SECTION
FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/14/2024 11:18:57 AMTHE KEANE RESIDENCEL10, B2 -BERRES RIDGE 8TH ADDITION19628 HARBOR DRIVELAKEVILLE, MN 55044A-502OTT4514.19.24 CB1440130710034.19.24 CB5.14.24 CB4.11.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3750THE SAVANNA3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS
POST-UP TOG3 HEREd= 9461#u= 0#d= 11949#u= 0#d= 16210#u= 0#d= 10466#u= 0#USE (10) HUS26 TOBUILD KNEE WALLOF B/C OF G2FLUSH (2) 2X10FLUSH 3-PLY 14" LVLFLUSH 2-PLY 9-1/2" LVLFLUSH 3-PLY 11-7/8" LVLFLUSH 3-PLY 11-7/8" LVLDIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING.THE TRUSS ID DOES NOT DENOTE THE LEFTEND OF THE ROOF TRUSS ON THEPLACEMENT PLAN. USE THE LEFT END OFTHE SEALED TRUSS DRAWING AND THETRIANGLE ON THE PLACEMENT PLAN TOLOCATE THE PROPER END OF EACH ROOFTRUSS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMPAINTED ENDLO1FF18FF4FF13FF21FF21XFF17FF3FF17FF3FF17FF3FF2FF2FF15FF14FF14FF14FF7FF7FF7FF7FF7FF19FF19FF12FF12FF12FF1FF5FF5FF6FF20FF20FF20FF20FF20FF20FF20FF10FF11FF10FF17FF16FF16H5G3K2K1K1K1K1K1K1K1K1K1K1M2M2M2M2M2M2M2M2M2M2M1M1M1M1L2L1L1L1L1L1L3G2G1G1G1G1G1H4H3H2H1J3J2J4J4C T 1 J1J1J1LUS46LUS46HHUS46HHUS46HHUS46HHUS46LUS46HHUS46LUS46LUS46LUS28LUS28LUS28LUS28LUS28LUS28LUS28THGQH3-SDS4.5LUS28TBE6LUS24LUS24LUS24LUS24LUS24HUS2815-03-004-00-004-00-0024-06-0021-06-00 6-00-0052-00-0012-00-001-00-0031-00-006-00-0052-00-0021-06-0011-00-00 11-06-00 7-00-0051-00-004-00-00 16-00-0015-00-0016-00-0051-00-0036-00-0019-00-002-00-001-00-0033-00-0011-00-009-00-001-10-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-10-081-09-082-00-002-00-001-02-089-082-00-002-00-006-00-008-00-001-11-042-00-002-00-002-00-002-00-0011-10-0010-002-00-001-03-082-00-001-11-042-00-002-00-002-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327277-CHome Owner: TOPAZ / SAVANNA / KEANE RESJob Name: 1st FloorSite Address: 19628 HARBOR DR Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 5/6/2024Version: 8.5.3.233
FLUSH (2) 2X10FLUSH 2-PLY 14" LVL18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMPAINTED ENDPAINTED ENDPAINTED ENDF12-F17F16F22F17F11F20F20F15F21F15F3F15F2F1F13F1F12F5F5F6F7F7F7F7F7F7F9F9F9F10F10F10F10F10F19F19F19F19F19F19F19F4F13F26F25F25F26F24F23F14THA422THA422THA422THA42215-03-004-00-004-00-0010-00-0022-00-00 6-00-0038-00-001-00-0031-00-006-00-0038-00-0028-00-0012-00-00 7-00-0047-00-0016-00-0015-00-0016-00-0047-00-001-10-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-004-00-001-10-002-00-002-00-001-02-082-00-0011-10-009-085-01-045-01-001-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327277-CHome Owner: TOPAZ / SAVANNA / KEANE RESJob Name: 1st FloorSite Address: 19628 HARBOR DR Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 5/6/2024Version: 8.5.3.233
POST-UP TOG3 HEREd= 9461#u= 0#d= 11949#u= 0#d= 16210#u= 0#d= 10466#u= 0#USE (10) HUS26 TOBUILD KNEE WALLOF B/C OF G2FLUSH (2) 2X10FLUSH 3-PLY 14" LVLFLUSH 2-PLY 9-1/2" LVLFLUSH 3-PLY 11-7/8" LVLFLUSH 3-PLY 11-7/8" LVL20" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMPAINTED ENDFF18FF4FF13FF21FF21XFF17FF3FF17FF3FF17FF3FF2FF2FF15FF14FF14FF14FF7FF7FF7FF7FF7FF19FF19FF12FF12FF12FF1FF5FF5FF6FF20FF20FF20FF20FF20FF20FF20FF10FF11FF10FF17FF16FF16H5G3LUS46LUS46HHUS46HHUS46HHUS46HHUS46LUS46HHUS46LUS46LUS46THGQH3-SDS4.515-03-004-00-004-00-0024-06-0021-06-00 6-00-0052-00-0012-00-001-00-0031-00-006-00-0052-00-0021-06-0011-00-00 11-06-00 7-00-0051-00-004-00-00 16-00-0015-00-0016-00-0051-00-0036-00-0019-00-002-00-001-00-0033-00-0011-00-009-00-001-10-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-10-081-09-082-00-002-00-001-02-089-082-00-002-00-006-00-008-00-002-00-0011-10-0010-002-00-001-03-082-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327277-CHome Owner: TOPAZ / SAVANNA / KEANE RESJob Name: 1st FloorSite Address: 19628 HARBOR DR Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 5/6/2024Version: 8.5.3.233
POST-UP TOG3 HEREd= 9461#u= 0#d= 11949#u= 0#d= 16210#u= 0#d= 10466#u= 0#DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING.THE TRUSS ID DOES NOT DENOTE THE LEFTEND OF THE ROOF TRUSS ON THEPLACEMENT PLAN. USE THE LEFT END OFTHE SEALED TRUSS DRAWING AND THETRIANGLE ON THE PLACEMENT PLAN TOLOCATE THE PROPER END OF EACH ROOFTRUSS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMH5G3K2K1K1K1K1K1K1K1K1K1K1M2M2M2M2M2M2M2M2M2M2M1M1M1M1L2L1L1L1L1L1L3G2G1G1G1G1G1H4H3H2H1J3J2J4J4C T 1 J1J1J1LUS28LUS28LUS28LUS28LUS28LUS28LUS28THGQH3-SDS4.5LUS28TBE6LUS24LUS24LUS24LUS24LUS24HUS2824-06-0021-06-00 6-00-0052-00-0012-00-001-00-0031-00-006-00-0052-00-0021-06-0011-00-00 11-06-00 7-00-0051-00-004-00-00 16-00-0015-00-0016-00-0051-00-0036-00-0019-00-002-00-001-00-0033-00-0011-00-009-00-008-00-001-11-042-00-002-00-002-00-002-00-001-11-042-00-002-00-002-00-002-00-00D1C1A3A2A2A2A2A2A2A2A2A2A2A2A2A1A1A1A1A4E1E2E32-00-081-10-122-00-0017-06-002-00-082-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327277-CHome Owner: TOPAZ / SAVANNA / KEANE RESJob Name: 1st FloorSite Address: 19628 HARBOR DR Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 5/6/2024Version: 8.5.3.233
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Date Certificate Posted
X Passive (No Fan)
Active (With fan and monometer
or other system monitoring
device)
Location (or future location) of Fan:
Other Please Describe Here
R-15 X
R-20 X
R-20 X
R-20 X
R-49 X
R-49 X
R-30 X X
R-30 X
X Not applicable, all ducts located in conditioned space
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
90,000 Capacity
in Gallons:
Other, describe:
AFUE or
HSPF%
93
Cfm's
" round duct OR
" 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 7" flex
" metal duct
ML19309016C
Heating Loss
Manufacturer Lennox
Natural Gas
Output
in Tons:
350
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
175
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):
38809Residential 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
14
Building envelope air tightness:
Rim Joist (1st Floor)
GPVL5000L 14ACX036P 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 Cell0.32
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+)
0.27
Appliances
Mechanical room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
63157
Heating Gain Cooling Load
88
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.5/15/2024
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
One Ten Ten Homes, LLC
MN License Number
Lakeville 19628 Harbor Drive
BC730925
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
3
Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat
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)
5/21/24 X
PM