HomeMy WebLinkAboutLA215670 - 19800 Henning Ave - 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
1" Water Meter
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"(2) 8x8x36" CORBELVINYL BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8" 12"8" 12"7" / 12"7" / 12"6" SMARTSIDE STORY BOARDVINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"6" BUMPED OUT LOUVER 66" x 22" W/ 6" CORBELS3' - 6"8" 12"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 12"RAILING PER CODE ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"8" 12"7" 12"3 1/2" / 12"24" RETURNS TYP.8" / 12"8" / 12"7" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF 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:7/7/2023 2:14:49 PMCONNOR SPECL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-201OTT3787.7.23 TP1699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42431/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 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 InspectionInspectorDate2020MN BldgCode07/25/2023dmathews
11' - 10"2' - 0"0' - 2"18' - 10"42' - 2"1' - 8 1/2"16' - 3" M.O.1' - 8 1/2"1' - 4 1/2"8' - 3" M.O.1' - 4 1/2"1' - 7 1/2"8' - 3" M.O.1' - 7 1/2"18' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"52' - 0"42' - 2"9' - 10"4' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT 52' - 0"5' - 9"4' - 1"2' - 0"11' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY30' - 10 1/2"6' - 7"0' - 11 1/2"7' - 2"4' - 5"11' - 0"50' - 0"7' - 9 1/4"22' - 6 3/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE19' - 8"11' - 0"11' - 6"LEAVE A 12" GAPIN FOOTING FOR PLUMBING7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY9' - 9 1/4"8' - 2 3/4":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.13' - 10"48" x 54" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYSTEP 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.22' - 4"61' - 0"24' - 6"27' - 6"6' - 0"21' - 6"30' - 4"61' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION 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:7/7/2023 2:14:51 PMCONNOR SPECL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-401OTT3787.7.23 TP1699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42431/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"0' - 2"11' - 6"11' - 0"19' - 8"18" FLOOR TRUSSESPER MFG. SPACING1' - 8 1/2"16' - 3" M.O.1' - 8 1/2"1' - 4 1/2"8' - 3" M.O.1' - 4 1/2"1' - 7 1/2"8' - 3" M.O.1' - 7 1/2"18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED22' - 4"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3-14" LVL FLUSH (3-16')9' - 0"8' - 0"7' - 5 3/4"7' - 6 1/4"12' - 9"5' - 3"4-2x624" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x10 (1-10')2-2x10 (1-8')11' - 8"8' - 0"19' - 8"52' - 0"52' - 0"2-2x10 (1-10')11' - 10"AIR EX.42' - 2"18' - 10"48" F.G. SHWR3' VANITYBEDROOM #5BATHRECREATIONROOM2x6.9' - 8 1/4"3' - 7 1/2"2' - 6"15' - 3 1/2"18' - 10 3/4"16' - 2"20' - 0"4' - 0"5' - 10"36' - 2"6' - 0"9' - 10"42' - 2"6' - 7"3' - 7 1/2"2' - 0"10' - 1 1/2"SMOKEDET.B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.2' - 8"B.W.P.4' - 0"39' - 2"5' - 10"5' - 0"KNEE WALL W/PAINTED SPINDLESCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESSTORAGER & SH.LINEN4-2x62-11 7/8" LVL W/ 3 TRIMMERS (1-20') 2-9 1/2" LVL (1-12')5x7 PSL2-2x10 FLUSH (1-12')17' - 0"15' - 0"18' - 0"50' - 0" (BRACED WALL LINE SPACING)11' - 0"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"74030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"135/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"13' - 10"5' - 0"5' - 10"2-9 1/2" LVL (2-8') 148040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"B.W.P.3' - 0"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.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL6' - 0"21' - 6"61' - 0"24' - 6"27' - 6"61' - 0"39' - 0" (BRACED WALL LINE SPACING)15.8' B.W.P.REQ'D20' B.W.P. REQ'D20' B.W.P. REQ'D20'-0" OF WALL BRACINGREQUIRED, BRACE TO FOUNDATION OR UNTILMINIMUM IS MET20'-0" OF WALL BRACINGREQUIRED, BRACE TO FOUNDATION OR UNTILMINIMUM IS MET1/4" = 1'-0"A-4021LOWER FLOORTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/7/2023 2:14:53 PMCONNOR SPECL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-402OTT3787.7.23 TP1699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4243
42' - 0"10' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.SINKPORCH6' - 0"36' - 0"6' - 0"4' - 0"1' - 2"4' - 10"1' - 2"9' - 2"1' - 2"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING0' - 4 1/2"4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"52' - 0"17' - 0"15' - 0"18' - 0"GARAGE2' - 0"28' - 8"R & SH. @ 65"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 5/8"10' - 6 1/4"2' - 9 1/8"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"11' - 0"4' - 9"16' - 0"12' - 8"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"38' - 4"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-7 1/4" LVL CONT. (2-12')3-14" LVL FLUSH (3-16')2-11 7/8"LVL FLUSH (2-10')2-7 1/4" LVL (2-8')2-9 1/2" LVL DROPPED (2-10') 2-2x10 DROPPED(2-14')2-7 1/4" LVL (2-8')STAGGEREDUPPERS7' - 10"END PANEL9' - 6"4' - 0 3/4"EQEQB.W.P.6' - 0"2' - 0"9" HEAT DUCT2-7 1/4" LVL CONT. (2-12')2-2x1024" CANT. ABOVEATTICACCESSB.W.P.3' - 3"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.5' - 0"B.W.P.8' - 0"B.W.P.2' - 9"B.W.P.2' - 9"B.W.P.8' - 0"METHOD G.B.6' - 0" B.W.P.METHOD G.B.4' - 0" B.W.P.B.W.P.4' - 0"B.W.P.4' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 (1-8')2' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDERBATHFLEX ROOMPANTRYCLOSETSMOKEDET.55" LINEAR ELEC. F.P.6' - 0"2-11 7/8" LVLFLUSH (1-12')U210-25' - 10"5' - 0"HHUS4102-2x10 DROPPED (2-10')5x7 PSL DW4-20" LVL FLUSH(4-22')R & SH.U.C. LIGHTU.C. LIGHTU.C. LIGHTR & SH.R & SH.60" F.G. SHWRSLIDING BYPASSSHWR. DR.1' - 10"16' - 0"1' - 10"1' - 6"8' - 0"1' - 6"1' - 9"8' - 0"1' - 9"19' - 8"11' - 0"11' - 6"7' - 4"11' - 6"42' - 2" (BRACED WALL LINE SPACING)18' - 10" (BRACED WALL LINE SPACING)RECYCLE6' - 6"3' - 6"2' - 1"1' - 5"3' - 6"5x5 PSLBENCH3' - 3"2' - 9"12" SH.B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.8' - 10"METHOD G.B.4' - 0" B.W.P.PFH1' - 9"PFH1' - 9"6' - 9"4' - 0"4' - 4 1/2"1' - 5 1/2"5' - 5"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.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 NOTES2x64' VANITYDROPSPOT24' - 6"27' - 6"52' - 0"50' - 0" (BRACED WALL LINE SPACING)11' - 0" (BRACED WALL LINE SPACING)BASE & QUARTZ COUNTER61' - 0"2-9 1/2" LVL (2-8')5x7 PSL3-2x10 (1-10')2-7 1/4" LVL (2-8')MFG. ROOF TRUSSES@ 24" O.C.0' - 10"SET F.P. 12" A.F.F.136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"84040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"43650 NVPWG/3620 NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"4494050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 6' -10"124/0 x 6/8R.O. 4' -2" x 6' -11"82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"113/0 x 6/8 W/ 12" SL'S STEEL158' x 8' O.H. GARAGE DOOR103/0 x 6/8 OPG.22/4 x 6/8R.O. 2' -6" x 6' -11"93/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"158' x 8' O.H. GARAGE DOOR42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING10' - 6 3/4"OVEN /MICRO30' - 8"2-2x10 W/2 TRIMMERS EA. SIDE (1-8')RAILING PER CODE 443650 NVPWG/3620 NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"43-2x10 (1-12')33016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"33016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"4-2x64-2x622' - 0"61' - 0"2' - 0"21' - 6"6' - 0"5' - 6 5/8"12' - 11 3/8"3' - 6"1616' x 8' O.H. GARAGE DOORBUILT-INBUILT-IN94050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"2' - 9"3' - 3"12' - 0"4' - 0"1' - 9"2-11 7/8" LVL (2-20')2-11 7/8" LVL (2-12')2-11 7/8" LVL (2-12')3-2x10 (1-12')2-2x10 (1-10')2-2x10 (1-10')2-2x10 (1-10')GIRDERTRUSS22' - 0" (BRACED WALL LINE SPACING)24' - 0" (BRACED WALL LINE SPACING)10' - 0" (BRACED WALL LINE SPACING)12' - 0" (BRACED WALL LINE SPACING)24' - 0" (BRACED WALL LINE SPACING)15.8' B.W.P. REQ'D15.8' B.W.P. REQ'D9.2' B.W.P. REQ'D21.6' METHOD G.B.B.W.P. REQ'D11' B.W.P. REQ'D15.8' B.W.P. REQ'DB.W.P.2' - 6"13.6' B.W.P. REQ'D13.6' B.W.P. REQ'DB.W.P.8' - 0"B.W.P.8' - 0"13.6' B.W.P. REQ'D9.2' B.W.P. REQ'D5.4' B.W.P. REQ'D21.6' METHOD G.B.B.W.P. REQ'D11' B.W.P. REQ'DPFH1' - 10"PFH1' - 10"PLYWOOD UNDERGYP. B.D. FOR WALLBRACING REQUIREMENTSMETHOD G.B.4' - 0" B.W.P.B.W.P.4' - 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.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:7/7/2023 2:14:55 PMCONNOR SPECL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-403OTT3787.7.23 TP1699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4243Remove topplatesRemove topplatesBWPsAbove
BEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLEN SUITE7'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"15' - 0"10' - 0"42' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)CLOSET2' LINEN3' VANITY3' VANITYCLOSET #2CLOSET #1TILESHOWER42" WALL'S W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"8' - 9"8' - 9"20' - 0"16' - 0"5' - 7 7/8"6' - 9"4' - 7 1/8"7' - 6"7' - 6"40' - 0"6' - 0"11' - 6 7/8"28' - 5 1/8"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"6' - 8 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"2' - 11"7' - 5 1/4"14' - 8"3' - 7"6' - 7 1/4"4' - 7 3/4"7' - 1"5' - 5"14' - 5"1' - 8"3' - 6"6' - 5"5' - 4"2' - 8"12' - 0"2' - 0"6' - 10"2' - 0"1' - 7 1/4"4' - 9"4' - 4 1/2"5' - 9 1/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-7 1/4" LVL (2-10')2-9 1/2" LVL2-2x6 EA. SIDE(2-8')KNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"4' VANITY2x6BATHTYP.2' - 0"2-7 1/4" LVL (1-12')2-7 1/4" LVL (1-12')2-7 1/4" LVL (2-10')2-2x10 (1-8')2-2x10 (1-8')SMOKEDET.B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"3-2x10 (3-8')R & SH.R & SH. @ 65"2' - 4"2' - 2"CURB2'-6" LINEN2' - 0"6' - 0"SMOKEDET.2' - 8"2x6R & SH.ACCENT WALLACCENT WALL46' - 0"46' - 0"3' - 3"0' - 6"3' x 5' TUB W/ 6" TILEDECKCONTROLHEADCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESCLOSETDOUBLE FRAME PLUMBING WALL5' F.G. TUB/SHWR22/4 x 6/8R.O. 2' -6" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"32/4 x 6/8 OPG.62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"105036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"64020 NVFA1 TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"158050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"158050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"126020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"LAUNDRY2-2x10 (1-8')48" F.G. SHWRSINKWASHERDRYER1' - 9"41' - 0" (BRACED WALL LINE SPACING)41' - 0" (BRACED WALL LINE SPACING)6.6' B.W.P. REQ'D6.6' B.W.P. REQ'D6.4' B.W.P. REQ'D6.4' B.W.P. REQ'DTHE 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:7/7/2023 2:14:56 PMCONNOR SPECL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-404OTT3787.7.23 TP1699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42431/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR 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 INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2' - 0"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING2' - 0"2' - 0"1' - 6"2' - 2"1' - 6"18" OVERHANGS & 12" RAKES TYPSTANDARD ENERGY HEELS @ 7:12 W/ 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"3 1/2" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED7" / 12"7" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED6 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 SEALERVERIFY 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 FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER3/4" 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 PLANS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF 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:7/7/2023 2:15:00 PMCONNOR SPECL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-501OTT3787.7.23 TP1699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4243WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2020 NVFA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 2 3016 NVPWG 3' - 0" 1' - 6" 8' - 0"4 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVFA TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"6 VECTOR ENVISION SERIES 1 4020 NVFA1 TEMP. 4' - 0" 2' - 0" 6' - 10"7 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"8 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"9 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 8' - 0"10 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"11 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"12 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"13 VECTOR ENVISION SERIES 3 6050E NVG1 6' - 0" 5' - 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"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5014TYP. COLUMNDOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/6 x 6/8 12 2/4 x 6/8 93 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 45 2/6 x 6/8 86 2/6 x 6/8 PKT 27 2/8 x 6/8 48 2/8 x 6/8 FIRE RATED 19 3/0 x 6/8 FULL VIEW 110 3/0 x 6/8 OPG. 111 3/0 x 6/8 W/ 12" SL'S STEEL 112 4/0 x 6/8 113 5/0 x 6/8 114 6/0 x 6/8 SLIDER 115 8' x 8' O.H. GARAGE DOOR 216 16' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 163 SF 8' - 2"LOWER FLOOR BATH VINYL 42 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 724 SF 8' - 2"LOWER FLOOR STORAGE CARPET 58 SF 8' - 2" FINISHEDMAIN FLOOR KITCHEN WOOD 251 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 238 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD MATCH KITCHEN 114 SF 9' - 1 1/8".MAIN FLOOR MUD RM. VINYL 58 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 935 SF 10' - 9 3/8"MAIN FLOOR BATH VINYL 59 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 143 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 19 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 199 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 96 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 241 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 141 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 173 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 52 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 42 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 75 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 56 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 15 SF 8' - 1 1/8"1/8" = 1'-0"A-5011ROOF PLAN1/2" = 1'-0"A-5015TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5016TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5019METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS
MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"(2) 8x8x36" CORBELVINYL BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8" 12"8" 12"7" / 12"7" / 12"6" SMARTSIDE STORY BOARDVINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"6" BUMPED OUT LOUVER 66" x 22" W/ 6" CORBELS3' - 6"8" 12"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 12"RAILING PER CODE ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"8" 12"7" 12"3 1/2" / 12"24" RETURNS TYP.8" / 12"8" / 12"7" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF 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:6/15/2023 10:55:52 AMCONNOR MODELL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-201OTT3781699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42431/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION
11' - 10"2' - 0"0' - 2"18' - 10"42' - 2"1' - 8 1/2"16' - 3" M.O.1' - 8 1/2"1' - 4 1/2"8' - 3" M.O.1' - 4 1/2"1' - 7 1/2"8' - 3" M.O.1' - 7 1/2"18' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"52' - 0"42' - 2"9' - 10"4' - 0"5' - 10"36' - 2"6' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION52' - 0"5' - 9"4' - 1"2' - 0"11' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY30' - 10 1/2"6' - 7"0' - 11 1/2"7' - 2"4' - 5"11' - 0"50' - 0"7' - 9 1/4"22' - 6 3/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE19' - 8"11' - 0"11' - 6"LEAVE A 12" GAPIN FOOTING FOR PLUMBING7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY9' - 9 1/4"8' - 2 3/4":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.13' - 10"3' - 10 1/4"13' - 1 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY48" x 54" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYSTEP 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.22' - 4"61' - 0"24' - 6"27' - 6"6' - 0"21' - 6"30' - 4"61' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION 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:6/15/2023 10:55:53 AMCONNOR MODELL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-401OTT3781699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42431/4" = 1'-0"A-4011FOUNDATION PLAN
UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"0' - 2"11' - 6"11' - 0"19' - 8"18" FLOOR TRUSSESPER MFG. SPACING1' - 8 1/2"16' - 3" M.O.1' - 8 1/2"1' - 4 1/2"8' - 3" M.O.1' - 4 1/2"1' - 7 1/2"8' - 3" M.O.1' - 7 1/2"18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED22' - 4"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3-14" LVL FLUSH9' - 0"8' - 0"7' - 5 3/4"7' - 6 1/4"12' - 9"5' - 3"4-2x624" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x102-2x1011' - 8"8' - 0"19' - 8"52' - 0"52' - 0"2-2x1011' - 10"AIR EX.42' - 2"18' - 10"48" F.G. SHWR3' VANITYBEDROOM #5BATHRECREATIONROOM2x6.9' - 8 1/4"3' - 7 1/2"2' - 6"15' - 3 1/2"18' - 10 3/4"16' - 2"20' - 0"4' - 0"5' - 10"36' - 2"6' - 0"9' - 10"42' - 2"6' - 7"3' - 7 1/2"2' - 0"10' - 1 1/2"SMOKEDET.B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"39' - 2"5' - 10"5' - 0"KNEE WALL W/PAINTED SPINDLESCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESSTORAGER & SH.LINEN4-2x62-11 7/8" LSL W/ 3 TRIMMERS 3-9 1/2" LSL5x7 PSL2-2x10 FLUSH17' - 0"15' - 0"18' - 0"50' - 0"11' - 0"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"74030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"135/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"13' - 10"5' - 0"5' - 10"2-9 1/2" LSL 148040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"B.W.P.3' - 0"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.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL6' - 0"21' - 6"61' - 0"24' - 6"27' - 6"61' - 0"1/4" = 1'-0"A-4021LOWER FLOORTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:6/15/2023 10:55:55 AMCONNOR MODELL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-402OTT3781699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42432 - 11-7/8" LVL (1/20') (3/16')2 - 9-1/2 LVL (2/8')2 - 9-1/2 LVL (1/12') (1/12') (1/8')(1/10') (1/10')
42' - 0"10' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.SINKPORCH6' - 0"36' - 0"6' - 0"4' - 0"1' - 2"4' - 10"1' - 2"9' - 2"1' - 2"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING0' - 4 1/2"4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"52' - 0"17' - 0"15' - 0"18' - 0"GARAGE2' - 0"28' - 8"R & SH. @ 65"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 5/8"10' - 6 1/4"2' - 9 1/8"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"11' - 0"4' - 9"16' - 0"12' - 8"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"38' - 4"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x10 CONT.3-14" LVL FLUSH2-11 7/8"LSL FLUSH2-2x102-9 1/2" LSL DROPPED 2-2x10 DROPPED2-2x10STAGGEREDUPPERS7' - 10"END PANEL9' - 6"4' - 0 3/4"EQEQB.W.P.6' - 0"2' - 0"9" HEAT DUCT2-2x102-2x10 CONT.2-2x1024" CANT. ABOVEATTICACCESSB.W.P.3' - 3"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.2' - 9"B.W.P.2' - 9"B.W.P.5' - 0"B.W.P.3' - 0"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES2-2x102' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDER12' - 0"BATHFLEX ROOMPANTRYCLOSETSMOKEDET.55" LINEAR ELEC. F.P.6' - 0"2-11 7/8" LSLFLUSHU210-25' - 10"5' - 0"HHUS482-2x10 DROPPED5x7 PSL DW4-20" LVL FLUSHR & SH.U.C. LIGHTU.C. LIGHTU.C. LIGHTR & SH.R & SH.60" F.G. SHWRSLIDING BYPASSSHWR. DR.1' - 10"16' - 0"1' - 10"1' - 6"8' - 0"1' - 6"1' - 9"8' - 0"1' - 9"19' - 8"11' - 0"11' - 6"7' - 4"11' - 6"42' - 2"18' - 10"2-2x12RECYCLE6' - 6"3' - 6"2' - 1"1' - 5"3' - 6"5x5 PSLBENCH3' - 3"2' - 9"12" SH.B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.8' - 0"B.W.P.4' - 0"PFH1' - 6"PFH1' - 9"PFH1' - 9"6' - 9"4' - 0"4' - 4 1/2"1' - 5 1/2"5' - 5"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.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 NOTES2x64' VANITYDROPSPOT24' - 6"27' - 6"52' - 0"50' - 0"11' - 0"BASE & QUARTZ COUNTER61' - 0"2-9 1/2" LSL5x7 PSL3-2x102-2x10MFG. ROOF TRUSSES@ 24" O.C.0' - 10"SET F.P. 12" A.F.F.136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"84040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"43650 NVPWG/3620 NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"4494050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 6' -10"124/0 x 6/8R.O. 4' -2" x 6' -11"82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"113/0 x 6/8 W/ 12" SL'S STEEL158' x 8' O.H. GARAGE DOOR103/0 x 6/8 OPG.22/4 x 6/8R.O. 2' -6" x 6' -11"93/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"158' x 8' O.H. GARAGE DOOR42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING1' - 9"4' - 0"10' - 6 3/4"OVEN /MICRO30' - 8"2-2x10 W/2 TIMMERS EA. SIDERAILING PER CODE 443650 NVPWG/3620 NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"43-2x103-2x1033016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"33016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"4-2x64-2x622' - 0"61' - 0"2' - 0"BRACED WALL DESIGN WILL BE UPDATED WHEN PLAN IS FINISHED 21' - 6"6' - 0"5' - 6 5/8"12' - 11 3/8"3' - 6"1616' x 8' O.H. GARAGE DOORBUILT-INBUILT-IN94050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"2' - 9"3' - 3"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:6/15/2023 10:55:57 AMCONNOR MODELL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-403OTT3781699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42432 - 7-1/4" LVL (2/12')2-2X10 (1/10')2-2X10 (1/10') (1/8')2 - 7-1/4" LVL (2/12')2 - 9-1/2 LVL (2/8')2 - 7-1/4" LVL (2/8') (4/22') (1/10') (1/8')(1/12')LVLLVL (2/10')2-2X10 (1/10') (1/12') (1/12')2 - 7-1/4" LVL (2/8')2 - 7-1/4" LVL (1/8')2 - 9-1/2 LVL (2/10') (2/14') (2/10')2 - 11-7/8" LVL (2/12')2 - 11-7/8" LVL (2/12')2 - 11-7/8" LVL (2/20') (3/16')
BEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLEN SUITE7'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"15' - 0"10' - 0"42' - 0"42' - 0"CLOSET2' LINEN3' VANITY3' VANITYCLOSET #2CLOSET #1TILESHOWER42" WALL'S W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"8' - 9"8' - 9"20' - 0"16' - 0"5' - 7 7/8"6' - 9"4' - 7 1/8"7' - 6"7' - 6"40' - 0"6' - 0"11' - 6 7/8"28' - 5 1/8"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"6' - 8 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"2' - 11"7' - 5 1/4"14' - 8"3' - 7"6' - 7 1/4"4' - 7 3/4"7' - 1"5' - 5"14' - 5"1' - 8"3' - 6"6' - 5"5' - 4"2' - 8"12' - 0"2' - 0"6' - 10"2' - 0"1' - 7 1/4"4' - 9"4' - 4 1/2"5' - 9 1/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-2x102-9 1/2" LSL2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"4' VANITY2x6BATHTYP.2' - 0"2-2x102-2x102-2x102-2x102-2x10SMOKEDET.B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.2' - 3"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.6' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"3-2x10R & SH.R & SH. @ 65"2' - 4"2' - 2"CURB2'-6" LINEN2' - 0"6' - 0"SMOKEDET.2' - 8"2x6R & SH.ACCENT WALLACCENT WALL46' - 0"46' - 0"3' - 3"0' - 6"3' x 5' TUB W/ 6" TILEDECKB.W.P.4' - 0"CONTROLHEADCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESCLOSETDOUBLE FRAME PLUMBING WALL5' F.G. TUB/SHWR22/4 x 6/8R.O. 2' -6" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"32/4 x 6/8 OPG.62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"105036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"64020 NVFA1 TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"158050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"158050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"126020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"LAUNDRY2-2x1048" F.G. SHWRSINKWASHERDRYER1' - 9"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:6/15/2023 10:55:58 AMCONNOR MODELL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-404OTT3781699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR42431/4" = 1'-0"A-4041UPPER FLOOR PLAN2 - 7-1/4" LVL (1/12') (1/8')2 - 7-1/4" LVL (2/10')LVL (2/8')2 - 7-1/4" LVL (1/12') (1/8') (1/8')2 - 7-1/4" LVL (2/10') (3/8')
WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR 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 INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2' - 0"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING2' - 0"2' - 0"1' - 6"2' - 2"1' - 6"18" OVERHANGS & 12" RAKES TYPSTANDARD ENERGY HEELS @ 7:12 W/ 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"3 1/2" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED7" / 12"7" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED6 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 SEALERVERIFY 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 FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)ANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER3/4" 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 PLANS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF 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:6/15/2023 10:56:00 AMCONNOR MODELL6, B1 -BERRES RIDGE 7TH ADDITION19800 HENNING AVENUELAKEVILLE, MN 55044A-501OTT3781699145310916.14.23 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4243WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2020 NVFA1 2' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 2 3016 NVPWG 3' - 0" 1' - 6" 8' - 0"4 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVFA TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"6 VECTOR ENVISION SERIES 1 4020 NVFA1 TEMP. 4' - 0" 2' - 0" 6' - 10"7 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"8 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"9 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 8' - 0"10 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"11 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"12 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"13 VECTOR ENVISION SERIES 3 6050E NVG1 6' - 0" 5' - 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"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5014TYP. COLUMNDOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/6 x 6/8 12 2/4 x 6/8 93 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 45 2/6 x 6/8 86 2/6 x 6/8 PKT 27 2/8 x 6/8 48 2/8 x 6/8 FIRE RATED 19 3/0 x 6/8 FULL VIEW 110 3/0 x 6/8 OPG. 111 3/0 x 6/8 W/ 12" SL'S STEEL 112 4/0 x 6/8 113 5/0 x 6/8 114 6/0 x 6/8 SLIDER 115 8' x 8' O.H. GARAGE DOOR 216 16' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 163 SF 8' - 2"LOWER FLOOR BATH VINYL 42 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 724 SF 8' - 2"LOWER FLOOR STORAGE CARPET 58 SF 8' - 2" FINISHEDMAIN FLOOR KITCHEN WOOD 251 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 183 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 238 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 131 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD MATCH KITCHEN 114 SF 9' - 1 1/8".MAIN FLOOR MUD RM. VINYL 58 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 935 SF 10' - 9 3/8"MAIN FLOOR BATH VINYL 59 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 143 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 19 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 199 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 96 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 241 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 141 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 173 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 52 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 42 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 75 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 56 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 15 SF 8' - 1 1/8"1/8" = 1'-0"A-5011ROOF PLAN1/2" = 1'-0"A-5015TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5016TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5019METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS
U210-2 (1)2-2x10 SPF No.2Beam by others2-2x10 SPF No.2F01F01F01F01F01F01F01F01F01F01F01F02F02F02F02F02F02F02F02F02F05F05F05F06F07FG01F07F08F07F08F07F08F07F09F07F096FL016FL026FL046FL066FL056FL05F09F076FL036FL03F03F03F03F03F03F03F04F04F10LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS482-00-00 12-00-0022-00-006-00-0042-00-0036-00-006-00-0042-00-0030-08-007-10-0011-06-0050-00-0018-00-0015-00-0017-00-0050-00-001-03-021-07-031-07-031-07-031-07-031-04-131-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-036-021-07-031-07-0319401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642DIMENSIONINGNOTES:ALL DIMENSIONS ARE OR HAVE BEENADJUSTED TO SHEATHINGFLOOROne Ten Ten Homes3564590JOB #:SCALE:DRAWNBY:DATE:6/27/2023BHNO TO SCALEConnor19800 Henning, AveLakeville, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFLOORTRUSSESSUPPORTINGTILEFLOORINGMaximum truss spacing shall be 16" o.c. per ANSI A108/ANSI A118/136.Perpendicular blocking installed at 16" o.c. maximum shallbe permitted inlieu of the 16" o.c. truss spacing.FOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:Andrew @ 612-656-1643
U210-2 (1)LUS46 (3)HHUS48 (1)GIRDER TRUSSGIRDER TRUSSBeam by othersBeam by othersBeam by othersDropped...Beam by others2-2x10 SPF No.2FFL03FF02FF01FF01FF01FF01FF01FF01FF01FF01FFL03FFG01FFG02FFL01FFL02FF10FF17FF10FF17FF10FF17FF09FF17FF09FF17FF09FF17FF08FF16FF07FF07FF07FF06FF06FF05FF05FF04FF04FF04FF04FF04FF03FF03FF03FF03FF03FF03FF15FF15FF15FF15FF14FF13FF12FF12FF11FF11FF11FF11FF11FF11FF11FF11FF11FF11FFG03LUS46LUS410LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS46LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS48LUS46LUS46LUS465-151-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-01-021-04-141-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-038-081-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-034-121-07-031-07-031-07-031-07-031-07-031-07-031-07-031-07-031-06-042-00-0022-00-0022-00-006-00-0052-00-0010-00-0036-00-006-00-0052-00-0019-08-0011-06-007-04-0011-06-0050-00-0018-00-0015-00-0017-00-0050-00-0019401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642DIMENSIONINGNOTES:ALL DIMENSIONS ARE OR HAVE BEENADJUSTED TO SHEATHING2nd FLOOROne Ten Ten Homes3564593JOB #:SCALE:DRAWNBY:DATE:6/27/2023BHNO TO SCALEConnor19800 Henning AveLakeville, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFLOORTRUSSESSUPPORTINGTILEFLOORINGMaximum truss spacing shall be 16" o.c. per ANSI A108/ANSI A118/136.Perpendicular blocking installed at 16" o.c. maximum shallbe permitted inlieu of the 16" o.c. truss spacing.FOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:Andrew @ 612-656-1643
THGQ2-SDS3 (1)LUS26 (1)...24-06-0021-06-006-00-0052-00-0010-00-0036-00-006-00-0052-00-0011-00-0011-06-007-04-0011-06-0061-00-0018-00-0015-00-0017-00-0050-00-00LAY1LAY2T01ET07T07T07T07T01T01T01T01T01T01T01T01T01T01T01T01T01T02ET03ET05ET06ET03T03M01EM01M01M01M01M01M01M01M01M01M01T04ET02T02T02G01M02M02M02M02M02G03T07ET05T04G02T08ET06T06M04M04M04M03T08M05H01H02H03H04M02EJ02J02J02J02J02J02J02J02J02J02J02AJ02BJ01J01EJ03M06V1AV1BV01V02V03V04V05V06V07PB01PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB012-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-10-082-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-002-00-002-00-002-00-001-08-142-00-002-00-002-00-002-00-002-00-001-08-132-00-00 2-00-00 1-09-112-00-00 2-00-002-00-002-00-002-00-002-00-002-00-00 2-00-00 2-00-002-00-0019-08-0019401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642DIMENSIONINGNOTES:ALL DIMENSIONS ARE OR HAVE BEENADJUSTED TO SHEATHINGROOFOne Ten Ten Homes3564594JOB #:SCALE:DRAWNBY:DATE:6/27/2023BHNOT TO SCALEConnor19800 Henning AveLakeville, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:Andrew @ 612-656-1643
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:
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 6" flex
" metal duct
ML19307016C
Heating Loss
Manufacturer Lennox
Natural Gas
Output
in Tons:
3.550
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
190
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):
44863Residential 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 13ACX042 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:
71426
Heating Gain Cooling Load
95
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.7/10/2023
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
One Ten Ten Homes, LLC
MN License Number
Lakeville 19800 Henning Avenue
BC730925
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
3.5
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)
7/11/23 X
PM