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HomeMy WebLinkAbout19793 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 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.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8' - 7 1/8"7" / 12"VINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"7" / 12"7" / 12"8" 12"8" 12"PLUMBING NOTESTOTAL FIXTURE UNITS: 59TOTAL LENGTH: 95'WATER SERVICE SIZE: 1"WATER METER SIZE: 1"WATER HEATER FEED: 1"BUILDING SUPPLY TO 1st BRANCH: 1 1/4"SOFTENER INLET SIZE: 1 1/4"WATER PRESSURE AT THE STREET: 60 PSI24" RETURNS TYP.8" / 12"8" / 12"8" / 12"4" / 12"7" 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"7" / 12"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 10REV. 11REV. 12REV. 13REV. 14PLATE 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.DESIGN4/8/2024 9:47:38 AMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-201OTT3994.4.24 CB204617371380GYM: 3774.8.24 CB9.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5540THE CONNOR1/4" = 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 InspectionInspectorDate2015MN BldgCode04/09/2024jnuetzman 6' - 10"2' - 0"0' - 2"18' - 6"40' - 6"5' - 6"1' - 7 1/2"16' - 3" M.O.1' - 7 1/2"1' - 4 1/2"18' - 3" M.O.1' - 4 1/2"15' - 6"16' - 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.: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"7' - 8"48' - 2"12' - 10"7' - 0"19' - 4"17' - 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 INSULATION61' - 0"5' - 0"7' - 10"12' - 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 TYPICAL 42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY15' - 8 3/4"16' - 1 1/2"11' - 10 3/4"9' - 2"7' - 2"4' - 5"64' - 6"3' - 4"26' - 8":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE19' - 6"21' - 0"7'-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 WAY12' - 9 1/4"2' - 8 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.8' - 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.5' - 6"9' - 8"30' - 0"6' - 0"23' - 4"2' - 0"0' - 4"0' - 4"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.16' - 0"48' - 6"64' - 6"10' - 0"2' - 0"61' - 0"33' - 0"28' - 0"8' - 0"25' - 0"31' - 4"27' - 8"3' - 0"13' - 8 3/4"32' - 0 1/2"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY24" x 24" x 12" CONCRETE FTG.UNREINFORCED6' - 6 3/4"12' - 9 1/4"5' - 6 3/4"1' - 9 1/4"2' - 0"5' - 0"5' - 10"38' - 2"10' - 0"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE 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"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. 10REV. 11REV. 12REV. 13REV. 14PLATE 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.DESIGN4/8/2024 9:47:40 AMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-401OTT3994.4.24 CB204617371380GYM: 3774.8.24 CB9.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5540THE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLAN5S27S26S27S2PARTIAL FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN7S2REMAINING HOUSE FOUNDATIONWALLS ARE TO BE PER CODE ORBY ALTERNATE ENGINEERING5S25S2SIM.O12" WALL SECTION 5S2 RETAINING WALL TYPE HOME GYMFOUNDATION WALL(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2"3"8'-4" MAX.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIERSLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)6"MIN. WALL SECTION 6S2 RETAINING WALL TYPE HOME GYMFOUNDATION WALL - LOW GRADE TO BELOCATED IN THE FIELD AS REQUIRED ANDALLOWED WITH SITE GRADE - DROP FOOTINGAS REQUIRED FOR FROST PROTECTION#4 HORIZ. BARS@ 24" O.C.8" OR 10" C.I.P. CONCRETE WALL#4 VERTICAL BARS@ 36" O.C.#4 BARS @ END &BEND OF HOOK4'-0" HOOK OPTIONS:#4 HOOKS @ 18" O.C. OR#6 HOOKS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-0"3'-0"2" TO VERTICAL BARS & HOOKS1'-0"2'-6"3"8'-4" MAX.SLAB-ON-GRADE WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIERSLOPE GRADE AWAYFROM FOUNDATION36"MIN.3'-6" MAX.20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALLSLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" C.I.P.CONCRETEWALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. WALL SECTION 7S2LOOKOUT HOME GYMFOUNDATION WALL TO BELOCATED IN THE FIELD ASREQUIRED AND ALLOWED WITHSITE GRADE - DROP FOOTINGAS REQUIRED FOR FROSTPROTECTIONWALL FRAMING BY SUPPLIER6"MIN.SLOPE GRADE AWAYFROM FOUNDATIONUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE6' - 10"2' - 0"0' - 2"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"18' - 0"UNEXCAVATED28' - 0"33' - 0"8' - 0"25' - 0"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" FLUSH LVL9' - 0"8' - 0"8' - 0"8' - 0"9' - 2"6' - 4"5x5 PSL0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x102-2x10 W/2 TRIMMERS 11' - 8"7' - 8"19' - 4"61' - 0"61' - 0"2-2x1012' - 10"AIR EX.5' - 6"40' - 6"18' - 6"3' VANITYBEDROOM #5BATHRECREATIONROOM2x6.16' - 2"22' - 0"7' - 0"5' - 10"38' - 2"10' - 0"12' - 10"48' - 2"7' - 5"5' - 9"4' - 3"1' - 9"10' - 2"SMOKEDET.38' - 2"5' - 10"5' - 0"KNEE WALL W/PAINTED SPINDLESSTORAGER & SH.LINEN30' - 0"5x5 PSL3-9 1/2" LVL W/ 3 TRIMMERS 3-2x103-2x62-2x10 FLUSH17' - 0"16' - 0"15' - 6"64' - 6"138040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"64030 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"135/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"8' - 10"5' - 0"5' - 10"2-9 1/2" LSL HOME GYM2 STORY72/8 x 6/8R.O. 2' -10" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"4' - 6"5' - 6"16" SH. WIRE0' - 4"0' - 4"19' - 6"21' - 0"6' - 0"23' - 4"2' - 0"5' - 6"9' - 8"2' - 0"10' - 0"3-14" LVL FLUSH11' - 5"11' - 11"7' - 4 1/4"9' - 4"11' - 10 3/4"13' - 7 1/2"2' - 6"32' - 7 3/4"48" F.G. SHWR3-ZONE HEATING INCLUDE 3 TRUNK LINES W/ MECHANICAL DAMPERS MECHANICAL CHASE 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.16' - 0"48' - 6"64' - 6"1 1/2" x 5 1/2" LSL STUDS 16" O.C. 2-2x102-9 1/2" LSL5x7 PSL FROM ABOVE 2-2x102-2x102-2x103-2x63-2x63-2x62x62' - 0"5' - 0"31' - 4"2x61/4" = 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 10REV. 11REV. 12REV. 13REV. 14PLATE 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.DESIGN4/8/2024 9:47:41 AMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-402OTT3994.4.24 CB204617371380GYM: 3774.8.24 CB9.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5540THE CONNORSIDE LOOKOUT & REAR HOME GYMTALL WALLS:·SHEATH w/ 716" MIN. STRUCTURALPANEL SHEATHING w/ 8dCOMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS·PROVIDE TOP OF WALLCONNECTIONS AS SHOWN FORBRACED WALL PANELS ALONGENTIRE LENGTH·TALL WALL FRAMING BYSUPPLIER w/ STUD SPACING NOTTO EXCEED 16" O.C.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN11.29.51055.8BWPAboveBWPAboveBWPsAboveBWPAboveCONTINUEHOLDOWNSAS SHOWN IN4/S2 48' - 0"13' - 0"36" REFKITCHENDINING ROOMGREAT ROOM8" BOX VAULTFOYEROFFICEMUD RM.PORCH10' - 0"38' - 0"6' - 0"7' - 0"0' - 6"5' - 6"0' - 10"9' - 10"0' - 10"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGTYP.0' - 4 1/2"7' - 0"2' - 0"9' - 0"5' - 9"5' - 9"3' - 7"3' - 11"61' - 0"17' - 0"16' - 0"15' - 6"GARAGER & SH. @ 65"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 10 1/8"12' - 3 1/4"2' - 10 5/8"9' - 0"8' - 0"8' - 0"8' - 0"2' - 3"6' - 11"6' - 4"18' - 4"11' - 8"12' - 0"4' - 0"4' - 0"18' - 0"5' - 0"6' - 8"7' - 4"5' - 0"5' - 10"0' - 10"37' - 4"GIRDER TRUSSGIRDER TRUSSFLOORGIRDER4' - 6"5' - 6"SEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x10 CONTINUOUS2-2x103-16" LVL FLUSH2-11 7/8"LSL FLUSH2-2x102-2x10 DROPPED2-2x104-2x67' - 6"END PANEL9' - 6"4' - 6 1/4"EQEQ2' - 0"9" HEAT DUCT2-2x102-2x10 CONTINUOUS 2-2x10W/ 2 TRIMMERS 2-2x1024" CANT. ABOVEATTICACCESSWALL ABOVE BEARING ONFLOOR TRUSSES4-2x62-2x101' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDERBATHFLEX ROOMPANTRYSMOKEDET.78" LINEAR ELEC. F.P.7' - 6"2-9 1/2" LSLFLUSHU210-25' - 10"5' - 0"HHUS482-2x10 DROPPEDDW3-18" LVL FLUSHR & SH.R & SH.1' - 9"16' - 0"1' - 9"1' - 6"18' - 0"1' - 6"19' - 6"21' - 0"7' - 0"11' - 6"5' - 6"40' - 6"18' - 6"RECYCLEBENCH2' - 0"29' - 0"4' VANITY2' - 0"5' - 0"31' - 0"28' - 0"33' - 0"48' - 6"16' - 0"64' - 6"2-9 1/2" LSLMFG. ROOF TRUSSES@ 24" O.C.0' - 10"SET F.P. 18" A.F.F.FLOOR TO CEILING STACKED STONE 33650 NVPWG/3620NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"33126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"74040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"84050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"33650 NVPWG/3620NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"3384050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"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" D.S. SL'S STEEL22/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING1' - 5"4' - 0"OVEN /MICRO30' - 0"2-2x10 W/2 TIMMERS EA. SIDE1618' x 8' O.H. GARAGE DOOR1516' x 8' O.H. GARAGE DOOR5' - 6"10' - 0"6' - 0"25' - 0"22' - 0"13' - 0"64' - 6"8' - 0"25' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"SINK3' - 0"3' - 2"2' - 0"10' - 0"103/0 x 6/8 OPG.2" RECESS FOR FRIDGE 10' - 0"4' - 9"16" SH.16" SH.5' - 6"4' - 6"8' - 4"8' - 4"8' - 4"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 6' -10"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 6' -10"TYP.2' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISEMECHANICAL CHASE 93/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"61' - 0"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"0' - 6"MFG. ROOF TRUSSES@ 24" O.C.2x63-2x62-2x103-20" LVL4-TRIMMERS 5x5 PSL MFG. ROOF TRUSSES@ 24" O.C.5x5 PSL FROM GIRDER TO HEADER 2-11 7/8" LSL HIP GIRDER 2-2x10 DROPPED2-2x10W/ 2 TRIMMERS 3 TRIMMERS 5x5 PSL W/ CC664-2x65x5 PSL3-2x62-2x102-2x101 1/2" x 5 1/2" LSL STUDS 16" O.C. 6' - 9"5' - 2"5' - 2"1' - 7"4' - 7 3/4"5' - 8 1/4"22/4 x 6/8R.O. 2' -6" 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"CO DET.SMOKEDET.SMOKEDET.5' - 8"7' - 10"3' - 4 3/4"11' - 4 1/4"2' - 7"5' - 8"5' - 10"2' - 0"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.11' - 11"17' - 1"CLOSET60" F.G. SHWRSLIDING BYPASSSHWR. DR.3-2x619' - 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. 10REV. 11REV. 12REV. 13REV. 14PLATE 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.DESIGN4/8/2024 9:47:43 AMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-403OTT3994.4.24 CB204617371380GYM: 3774.8.24 CB9.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5540THE CONNORBWPsAboveBWPsAboveBWPsAboveBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAboveFANShearwall3.12.72.83.339.254.55.94.96.592.752.757PFHPFHPFHPFH55546.75553.210.16Top of WallConnectionsTop of WallConnections5x7S2FRAMING DETAILPERFORATED SHEARWALL4PROVIDE DOUBLE STUDS AT EACH END OF SHEARWALL(MAY USE BEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES 716" OR THICKERPLYWOOD/OSB EXTERIOR SHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12"O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS (REFERTO 3/S2 FOR POST-INSTALLEDHOLDOWN OPTION)PROVIDE DOUBLE STUDS FORATTACHMENT OF BOTH STRAP & HOLDOWN(MAY USE BEARING/KING STUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)8'-4" MAX. WOOD WALLSHEATH ONE-SIDE w/PLYWOOD/OSB PERFRAMING NOTE 1 BEDROOM #4J&J BATHBEDROOM #3PRIMARY SUITE12" BOX VAULTHALLCLOSETBEDROOM #217' - 0"9' - 0"20' - 0"10' - 0"38' - 0"2' - 0"4' - 0"17' - 0"16' - 0"13' - 0"46' - 0"46' - 0"CLOSET2' LINEN3' VANITY3' VANITYLOFTTILESHOWER42" WALL W/GLASS PANEL10' - 0"7' - 0"4' - 6"4' - 6"10' - 0"10' - 0"22' - 0"16' - 0"9' - 4 1/4"7' - 7 3/4"44' - 0"10' - 0"18' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"34' - 4"18' - 4 1/4"9' - 0"1' - 3 1/2"4' - 0"13' - 4 1/4"2' - 10"14' - 4 1/4"0' - 9"8' - 5"3' - 7 3/4"9' - 0"7' - 0"3' - 8 3/4"4' - 11"2' - 0"9' - 6"17' - 10 1/4"R & SH. @ 65"SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.2-9 1/2" LSL2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLES4' VANITYBATH2-2x102-2x102-2x102-2x102-2x10SMOKEDET.10' - 0"3' - 8"9' - 4"7' - 0"14' - 0"SMOKEDET.ACCENT WALL54' - 0"54' - 0"CONTROLHEADPRIMARYCLOSET5' F.G. TUB/SHWR135/0 x 6/8R.O. 5' -2" 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"95036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"148050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"138040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"116020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"DRYERWASHERSINKLAUNDRYR & SH.52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"9' - 6"12' - 1 1/4"15' - 9"32/4 x 6/8 OPG.R & SH. @ 65"2' - 0"62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"2' - 6"2' - 9 1/2"5' - 5"3' - 1"7' - 6"HALF WALL3' x 5' TUB W/ 4" TILEDECK7'-6" VANITYCURB42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"44020 NVPWG TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"2x648" F.G. SHWREN SUITEATTICACCESS62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"CO DET.SMOKEDET.6' - 6"6' - 6"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"3' - 2"6' - 10"54030 NVG1R.O. 4' -0" x 3' -0"H.H. 6' -10"18' - 4"25' - 8"2-2x10 W/ 2 TRIMMERS 2-2x102-2x10R & SH. @ 65"2x6THE 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. 10REV. 11REV. 12REV. 13REV. 14PLATE 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.DESIGN4/8/2024 9:47:45 AMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-404OTT3994.4.24 CB204617371380GYM: 3774.8.24 CB9.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5540THE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLANTemper ifwithin 60"of tub floorFANFANFANFAN53.76-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 TRUSS1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POST18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS 8:12 TYP.9 ROOF VENTS REQUIRED8" / 12"8" / 12"STANDARD ENERGY HEELS@ 4:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH3 ROOF VENTS REQUIRED @ GARAGE1 ROOF VENT REQUIRED2 ROOF VENTSREQUIRED @ HOME GYM 8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 12"9' - 0"19' - 0"6 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. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL 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. 10REV. 11REV. 12REV. 13REV. 14PLATE 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.DESIGN4/8/2024 9:47:46 AMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-501OTT3994.4.24 CB204617371380GYM: 3774.8.24 CB9.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5540THE CONNORWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 1 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 4 3016 NVPWG 3' - 0" 1' - 6" VARIES3 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 7' - 0" 8' - 0"4 VECTOR ENVISION SERIES 1 4020 NVPWG TEMP. 4' - 0" 2' - 0" 6' - 10"5 VECTOR ENVISION SERIES 1 4030 NVG1 4' - 0" 3' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"7 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"8 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 8' - 0"9 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"10 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"12 VECTOR ENVISION SERIES 3 6050E NVG1 6' - 0" 5' - 0" 6' - 10"13 VECTOR ENVISION SERIES 2 8040E NVGE 8' - 0" 4' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 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:DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/6 x 6/8 12 2/4 x 6/8 83 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 25 2/6 x 6/8 66 2/6 x 6/8 PKT 27 2/8 x 6/8 68 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" D.S. SL'S STEEL 112 4/0 x 6/8 113 5/0 x 6/8 214 6/0 x 6/8 SLIDER 115 16' x 8' O.H. GARAGE DOOR 116 18' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 226 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 176 SF 8' - 2"LOWER FLOOR BATH VINYL 47 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 966 SF 8' - 2"LOWER FLOOR STORAGE CARPET 73 SF 8' - 2" FINISHEDLOWER FLOOR HOME GYM CONCRETE 355 SF 18' - 9 7/8" 2 STORYMAIN FLOOR KITCHEN WOOD 288 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 268 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 290 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR FOYER WOOD 135 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD 114 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 95 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 864 SF 10' - 9 3/8"MAIN FLOOR BATH VINYL 77 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 131 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 54 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 49 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 263 SF 8' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 104 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 182 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 305 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 168 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 165 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 162 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 43 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 21 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 58 SF 8' - 1 1/8" .UPPER FLOOR LOFT CARPET 161 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 46 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY CLOSET CARPET 112 SF 8' - 1 1/8"1/2" = 1'-0"A-5011TYP. COLUMN1/8" = 1'-0"A-5014ROOF 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 WALL1/2" = 1'-0"A-5019BEARING WALL SECTION FLUSH HEADER BY OTHERSFLUSH HEADER BY OTHERSFLUSH HEADERBY OTHERSF1F2F2F3F3F3F5F5F5F12F12F12F12F12F12F12F12F8F8F9F9F9F9F9F9F7F7F7F7F7F7F7F6F11F11F10F18F18F18F18F18F18F18F16F16F16F16F17F13F14F14F14F14F14F15F20F4F1918-00-008-00-0012-00-0011-06-007-06-0030-00-0038-00-0010-00-0017-00-0016-00-0015-06-0016-00-0029-00-008-00-0025-00-006-00-007-00-002-00-008-00-008-00-008-00-008-00-008-00-009-00-00Customer: Lyman Lumber - ChanhassenJob Number: 326834-AHome Owner: TOPAZ / CONNOR CUSTOM / PALETI RESJob Name: RoofSite Address: 19793 HENNING AVENUE Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 3/21/2024Version: 8.5.3.233 FF1FF15FF16FF16FF16FF16FF16FF2FF3FF4FF4FF5FF6FF7FF8FF13FF13FF13FF14FF14FF14FF14FF14FF11FF11FF11FF11FF11FF11FF12FF12FF10FF10FF10FF10FF10FF10FF9FF9FF21FF20FF17FF17FF17FF14FF18FF25FF24FF24FF24FF24FF24FF24FF24FF24FF24FF23FF22FF22FF22FF4FF7FF7FF16T2T1T1TTTTTT3T3G1GGGLM1R1RRRR2R3L1KJJJJJJJJJJNN1R4R5R6S3S2S2SSS1K1MMHHHH1V1V217-00-0016-00-0013-00-0016-00-0015-06-0016-00-0017-00-0018-00-008-00-0012-00-0010-00-0038-00-006-00-005-00-002-00-008-00-0025-00-0028-00-005-06-00 19-06-0021-00-00 7-00-00 11-06-0017-00-009-00-0020-00-0010-009-10-007-10-009-00-00 8-00-00 8-00-00 8-00-00 8-00-00 8-00-00Customer: Lyman Lumber - ChanhassenJob Number: 326834-AHome Owner: TOPAZ / CONNOR CUSTOM / PALETI RESJob Name: RoofSite Address: 19793 HENNING AVENUE Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 3/21/2024Version: 8.5.3.233 T2T1T1TTTTTT3T3G1GGGLM1R1RRRR2R3L1KJJJJJJJJJJNN1R4R5R6S3S2S2SSS1K1MMHHHH1V1V217-00-0016-00-0013-00-0016-00-0015-06-0016-00-0017-00-0018-00-008-00-0012-00-0010-00-0038-00-006-00-005-00-002-00-008-00-0025-00-0028-00-005-06-00 19-06-0021-00-00 7-00-00 11-06-0017-00-009-00-0020-00-0010-009-10-007-10-00D1DCA1AAAAAAAAAAAA3A3A3A3A3A3AA2E1EEEEP1PPPPPPPPPPPPPPPPPPP1Customer: Lyman Lumber - ChanhassenJob Number: 326834-AHome Owner: TOPAZ / CONNOR CUSTOM / PALETI RESJob Name: RoofSite Address: 19793 HENNING AVENUE Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 3/21/2024Version: 8.5.3.233 COPYRIGHT HANSON GROUP, LLC 2024©April 3, 2024Project Number:Date:4.016S11Sheets: of2PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionPaleti, Kurapati, & VeluvoluResidence19793 Henning AvenueLakeville, MN5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:4-3-24Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 302Burnsville, MN 55337Garrett Brunell52600UPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY4S1REFERENCE PLANMAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANPARTIAL LOWER LEVEL FLOOR PLANSHOWN FOR LOCATION REFERENCEONLY2S1REFERENCE PLANBRACEDWALL LINE(4-FT)(4-FT)(4-FT) BRACED WALL LINE(3.7-FT)(4-FT)(4-FT)BRACED WALL LINE (4-FT)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL, U.N.O.ON PLAN)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AND HOME GYM FOUNDATION WALLS AT ASINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THESE DRAWINGS, STANDARDINDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY MARKAARCHITECTURE LAST DATED 3-21-24 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE.THE DESIGN OF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADER SIZES, REMAINING FOUNDATIONWALLS, PAD FOOTINGS, ETC IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSONGROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFYENGINEER PRIOR TO CONSTRUCTION.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITHWORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WINDLOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THESTRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OFEACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARSFOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CONTROL JOINT LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR.5.CONCRETE PLACEMENT, FORMING AND REINFORCEMENT IS TO BE IN ACCORDANCE WITH ALL APPLICABLECODES.6.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. RETAINING WALLFOUNDATIONS RELY ON SLAB-ON GRADE FOR LATERAL RESISTANCE. ADEQUATE TEMPORARY BRACING ISBY OTHERS UNTIL SLAB IS IN PLACE AND FULLY CURED.7.BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION CHANGES. DO NOT JUMP FOOTINGS ATTHESE LOCATIONS.CONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 4/S2BRACEDWALL LINE(3.33-FT)(2.8-FT)EXTENDPLYWOOD/OSBBRACED WALLSHEATHING INTOCORNER(2.7-FT)BRACED WALL LINE (4-FT)(4.5-FT)ONE-SIDEBRACEDWALL LINEBRACEDWALL LINE(2.75-FT)(2.75-FT)BRACED WALL LINE BRACED WALL LINECONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 1/S2(9-FT) (6.5-FT)(7-FT)BRACEDWALL LINEBRACED WALL LINE BRACEDWALL LINE(4-FT)BRACED WALL LINECONTINUEHOLDOWNSAS SHOWN IN4/S2BRACEDWALL LINE(4-FT) BRACED WALL LINE BRACED WALL LINE (4-FT) (4-FT)(5.9-FT)ONE-SIDE(9.25-FT) (5-FT)(5-FT)(4-FT)(4-FT)(4-FT)(4-FT)(5-FT)(6-FT)(4-FT)BRACEDWALL LINECONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 2/S2(4-FT)(4-FT)(3.1-FT)(4.9-FT)(5-FT)(5-FT) BRACED WALL LINE SIDE LOOKOUT & REAR HOME GYM TALL WALLS:·SHEATH w/ 716" MIN. STRUCTURAL PANEL SHEATHINGw/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND12" O.C. AT INTERMEDIATE SUPPORTS·PROVIDE TOP OF WALL CONNECTIONS AS SHOWNFOR BRACED WALL PANELS ALONG ENTIRE LENGTH·TALL WALL FRAMING BY SUPPLIER w/ STUD SPACINGNOT TO EXCEED 16" O.C.BRACED WALL LINE (6.75-FT)SHEATH ONE-SIDE w/PLYWOOD/OSB PERFRAMING NOTE 1(10.1-FT) (6-FT) ONE-SIDE (5-FT) ONE-SIDE (3.2-FT)SHEATH ONE-SIDE w/PLYWOOD/OSB PERFRAMING NOTE 1SHEATH ONE-SIDE w/PLYWOOD/OSB PERFRAMING NOTE 1SIDE LOOKOUT & REAR HOME GYMTALL WALLS:·SHEATH w/ 716" MIN. STRUCTURALPANEL SHEATHING w/ 8dCOMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS·PROVIDE TOP OF WALLCONNECTIONS AS SHOWN FORBRACED WALL PANELS ALONGENTIRE LENGTH·TALL WALL FRAMING BYSUPPLIER w/ STUD SPACING NOTTO EXCEED 16" O.C.BRACED WALL LINE(11.2-FT) (9.5-FT)(5.8-FT) (10-FT) BRACED WALL LINE(5-FT)(4-FT)(4-FT)(4-FT)5S27 S26S27S2PARTIAL FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN7S2REMAINING HOUSE FOUNDATIONWALLS ARE TO BE PER CODE ORBY ALTERNATE ENGINEERINGMATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THATPROVIDES A WATER AND VAPOR RESISTANCEAT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SANDY-CLAY (GROUP II ASSUMED)geq = 45 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODE5 S2 5 S2 SIM. S2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAILUNLESS NOTED OR SHOWN OTHERWISE.16'-3"±10'-938"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(3) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER 58" Ø ANCHOR BOLT (7" MIN. EMBED) w/2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC52 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-712"±1'-712"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)S2FRAMING DETAILPERFORATED SHEARWALLRAISED ABOVE FLOOR SYSTEM4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.PROVIDE DOUBLE STUDS AT EACH END OF SHEARWALL(MAY USE BEARING/KING STUDS AS REQ'D)HEADER & BEARING/KING STUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES 716" OR THICKERPLYWOOD/OSB EXTERIOR SHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12"O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS (REFERTO 3/S2 FOR POST-INSTALLEDHOLDOWN OPTION)PROVIDE DOUBLE STUDS FORATTACHMENT OF BOTH STRAP & HOLDOWN(MAY USE BEARING/KING STUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION3S2FRAMING DETAILPOST BY SUPPLIERCOPYRIGHT HANSON GROUP, LLC 2024©April 3, 2024Project Number:Date:4.016S22Sheets: of2DescriptionDateRevisionPaleti, Kurapati, & VeluvoluResidence19793 Henning AvenueLakeville, MN5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:4-3-24Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 302Burnsville, MN 55337Garrett Brunell52600S2FRAMING DETAILGARAGE FRONT PORTAL FRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.18'-3"±10'-938"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 FOR POST-INSTALLEDHOLDOWN OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-412"±1'-412"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D) WALL SECTION 5S2 RETAINING WALL TYPE HOME GYMFOUNDATION WALL WALL SECTION 6S2 RETAINING WALL TYPE HOME GYMFOUNDATION WALL - LOW GRADE TO BELOCATED IN THE FIELD AS REQUIRED ANDALLOWED WITH SITE GRADE - DROP FOOTINGAS REQUIRED FOR FROST PROTECTION(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2" 3" 8'-4" MAX.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C.#4 HORIZ. BARS@ 24" O.C.8" OR 10" C.I.P. CONCRETE WALL#4 VERTICAL BARS@ 36" O.C.#4 BARS @ END &BEND OF HOOK4'-0" HOOK OPTIONS:#4 HOOKS @ 18" O.C. OR#6 HOOKS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-0"3'-0"2" TO VERTICAL BARS & HOOKS1'-0"2'-6"3" 8'-4" MAX.SLAB-ON-GRADE WOOD WALL WOOD WALL 3'-6" MAX.20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALLSLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" C.I.P.CONCRETEWALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. WALL SECTION 7S2LOOKOUT HOME GYMFOUNDATION WALL TO BELOCATED IN THE FIELD ASREQUIRED AND ALLOWED WITHSITE GRADE - DROP FOOTINGAS REQUIRED FOR FROSTPROTECTIONWALL FRAMING BY SUPPLIER12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIER12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIER6"MIN.SLOPE GRADE AWAYFROM FOUNDATIONSLOPE GRADE AWAYFROM FOUNDATION36"MIN.SLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)6"MIN. 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.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8' - 7 1/8"7" / 12"VINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"7" / 12"7" / 12"8" 12"8" 12"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"4" / 12"7" 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"7" / 12"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN2/29/2024 2:47:47 PMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-201OTT3992.29.24 CB204617371393GYM: 3779.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5553THE CONNOR1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION 6' - 10"2' - 0"0' - 2"18' - 6"40' - 6"1' - 7 1/2"16' - 3" M.O.1' - 7 1/2"1' - 4 1/2"18' - 3" M.O.1' - 4 1/2"15' - 6"16' - 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.: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"7' - 8"48' - 2"12' - 10"2' - 0"5' - 0"5' - 10"38' - 2"10' - 0"19' - 4"17' - 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 INSULATION61' - 0"6' - 9"6' - 1"12' - 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 TYPICAL 42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY32' - 5 1/2"12' - 10 1/2"6' - 4 3/4"1' - 2 1/4"7' - 2"4' - 5"59' - 0"3' - 1 1/4"26' - 10 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' - 6"21' - 0"7'-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 WAY12' - 9 1/4"2' - 8 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.8' - 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.5' - 6"9' - 8"30' - 0"6' - 0"25' - 4"0' - 4"0' - 4"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.16' - 0"48' - 6"64' - 6"10' - 0"2' - 0"61' - 0"33' - 0"28' - 0"8' - 0"25' - 0"31' - 4"27' - 8"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN2/29/2024 2:47:48 PMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-401OTT3992.29.24 CB204617371393GYM: 3779.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5553THE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE6' - 10"2' - 0"0' - 2"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"18' - 0"UNEXCAVATED28' - 0"33' - 0"8' - 0"25' - 0"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" FLUSH LVL9' - 0"8' - 0"8' - 0"8' - 0"8' - 11"6' - 7"4-2x60' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x102-2x1011' - 8"7' - 8"19' - 4"61' - 0"61' - 0"2-2x1014' - 10"AIR EX.40' - 6"18' - 6"3' VANITYBEDROOM #5BATHRECREATIONROOM2x6.16' - 2"22' - 0"2' - 0"5' - 0"5' - 10"38' - 2"10' - 0"12' - 10"48' - 2"7' - 5"5' - 9"4' - 3"1' - 9"10' - 2"SMOKEDET.38' - 2"5' - 10"5' - 0"KNEE WALL W/PAINTED SPINDLESSTORAGER & SH.LINEN30' - 0"4-2x62-11 7/8" LSL W/ 3 TRIMMERS 3-9 1/2" LSL5x7 PSL2-2x10 FLUSH17' - 0"16' - 0"15' - 6"59' - 0"138040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"64030 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"135/0 x 6/8R.O. 5' -2" x 6' -11"11/6 x 6/8R.O. 1' -8" x 6' -11"8' - 10"5' - 0"5' - 10"2-9 1/2" LSL HOME GYM2 STORY72/8 x 6/8R.O. 2' -10" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"4' - 6"5' - 6"16" SH. WIRE0' - 4"0' - 4"19' - 6"21' - 0"6' - 0"23' - 4"5' - 6"9' - 8"2' - 0"10' - 0"XXXX FLUSH11' - 5"11' - 11"7' - 4 1/4"9' - 4"14' - 1"13' - 7 1/2"2' - 6"32' - 7 3/4"48" F.G. SHWR3-ZONE HEATING INCLUDE 3 TRUNK LINES W/ MECHANICAL DAMPERS MECHANICAL CHASE 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.16' - 0"48' - 6"64' - 6"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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN2/29/2024 2:47:50 PMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-402OTT3992.29.24 CB204617371393GYM: 3779.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5553THE CONNORXFloor Girder Truss||[[[||[[[[||[[||[[|| ||H4H5H6OKB7B8B9[2 - 2 x 10OK5x5 PSL5x5 PSL2 - 2 x 102 - 2 x 102 - 1 3/4" x 9 1/2" LSL2 - 2 x 10OK2 - TrimmersOKOK3 - 2 x 10OK3 - 1 3/4" x 9 1/2" LVL5x7 PSL From Above3 - 1-3/4"x 14" LVLOK*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***1-1/2"x 5-1/5" LSL @ 16" O.C. 48' - 0"13' - 0"36" REFKITCHENDINING ROOMGREAT ROOMBOX VAULTFOYEROFFICEMUD RM.PORCH10' - 0"38' - 0"6' - 0"7' - 0"0' - 6"5' - 6"0' - 10"9' - 10"0' - 10"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGTYP.0' - 4 1/2"7' - 0"2' - 0"9' - 0"5' - 9"5' - 9"3' - 7"3' - 11"61' - 0"17' - 0"16' - 0"15' - 6"GARAGER & SH. @ 65"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 10 1/8"12' - 3 1/4"2' - 10 5/8"9' - 0"8' - 0"7' - 6"8' - 6"2' - 3"7' - 2"6' - 1"18' - 4"11' - 8"12' - 0"4' - 0"4' - 0"18' - 0"5' - 0"6' - 8"7' - 4"5' - 0"5' - 10"0' - 10"37' - 4"GIRDER TRUSSGIRDER TRUSSFLOORGIRDER4' - 6"5' - 6"SEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x10 CONTINUOUS2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-2x102-9 1/2" LSL DROPPED 2-2x10 DROPPED2-2x103-2x67' - 6"END PANEL9' - 6"4' - 6 1/4"EQEQ2' - 0"9" HEAT DUCT2-2x102-2x10 CONTINUOUS 3-2x103-2x102-2x1024" CANT. ABOVEATTICACCESSWALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x101' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDERBATHFLEX ROOMPANTRYCLOSETSMOKEDET.78" LINEAR ELEC. F.P.7' - 6"2-11 7/8" LSLFLUSHU210-25' - 10"5' - 0"HHUS482-2x10 DROPPEDDWFLUSHR & SH.R & SH.60" F.G. SHWRSLIDING BYPASSSHWR. DR.1' - 9"16' - 0"1' - 9"1' - 6"18' - 0"1' - 6"19' - 6"21' - 0"7' - 0"11' - 6"5' - 6"40' - 6"18' - 6"RECYCLEBENCH2' - 0"29' - 0"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.4' VANITY2' - 0"5' - 0"31' - 0"28' - 0"33' - 0"48' - 6"16' - 0"64' - 6"2-9 1/2" LSLMFG. ROOF TRUSSES@ 24" O.C.0' - 10"SET F.P. 18" A.F.F.FLOOR TO CEILING STACKED STONE 33650 NVPWG/3620NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"33126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"74040 NVPWG TEMP.R.O. 4' -0" x 4' -0"H.H. 11' -11 1/8"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"84050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"33650 NVPWG/3620NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"3384050E NVG1R.O. 4' -0" x 5' -0"H.H. 8' -0"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" D.S. SL'S STEEL22/4 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"72/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"20" FLOOR TRUSSESPER MFG. SPACING1' - 5"4' - 0"OVEN /MICRO30' - 0"2-2x10 W/2 TIMMERS EA. SIDE1618' x 8' O.H. GARAGE DOOR1516' x 8' O.H. GARAGE DOOR5' - 6"10' - 0"6' - 0"25' - 0"22' - 0"13' - 0"64' - 6"8' - 0"25' - 0"2SINK22/4 x 6/8R.O. 2' -6" x 6' -11"3' - 0"3' - 2"2' - 0"10' - 0"103/0 x 6/8 OPG.2" RECESS FOR FRIDGE 10' - 0"4' - 9"16" SH.16" SH.5' - 6"4' - 6"8' - 4"8' - 4"8' - 4"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 6' -10"23016 NVPWGR.O. 3' -0" x 1' -6"H.H. 6' -10"TYP.2' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISEMECHANICAL CHASE 93/0 x 6/8 FULL VIEWR.O. 3' -1" x 6' -8"61' - 0"126050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"0' - 6"MFG. ROOF TRUSSES@ 24" O.C.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. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN2/29/2024 2:47:52 PMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-403OTT3992.29.24 CB204617371393GYM: 3779.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5553THE CONNORHip Girder TrussMFG Roof Trussesby Others*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***||[[[[[[||[[||[[[[[[||[[||[[[||[[[[||[[||[[|| ||3 - 1 3/4" x 18" LVL4-2x65x7 PSL w. CC663-2x6H1H2H3OKOKOKOK4-2x64-2x63 - 1 3/4" x 16" LVLB6B5OK2 - 2 x 102 - Trimmers2 - 2 x 102 - TrimmersOK2 - 2 x 10OKOK2 - 1 3/4" x 9 1/2" LSLOKOKOKB1B2B3B42 - 2 x 102 - 1 3/4" x 11 7/8" LSL3 - 1 3/4" x 20" LVL2 - 2 x 102 - 2 x 103 - Trimmers4 - TrimmersOKOKOK4-2x65x5 PSL5x5 PSL5x5 PSL FromGirder to Header3-2x6 BEDROOM #4J&J BATHBEDROOM #3PRIMARY SUITE12" BOX VAULTHALLCLOSETBEDROOM #217' - 0"9' - 0"20' - 0"10' - 0"38' - 0"2' - 0"4' - 0"17' - 0"16' - 0"13' - 0"46' - 0"46' - 0"CLOSET2' LINEN3' VANITY3' VANITYLOFTTILESHOWER42" WALL W/GLASS PANEL10' - 0"7' - 0"4' - 8"4' - 4"10' - 0"10' - 0"22' - 0"16' - 0"9' - 4 1/4"7' - 7 3/4"44' - 0"10' - 0"54' - 0"18' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"34' - 4"18' - 4 1/4"9' - 0"1' - 3 1/2"4' - 0"13' - 4 1/4"2' - 10"14' - 4 1/4"0' - 9"8' - 5"3' - 7 3/4"9' - 0"7' - 0"3' - 8 3/4"4' - 11"2' - 0"9' - 6"17' - 10 1/4"R & SH. @ 65"SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.2-9 1/2" LSL2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLES4' VANITYBATH2-2x102-2x102-2x102-2x102-2x10SMOKEDET.10' - 0"3' - 8"9' - 4"7' - 0"14' - 0"SMOKEDET.ACCENT WALL54' - 0"54' - 0"CONTROLHEADPRIMARYCLOSET5' F.G. TUB/SHWR135/0 x 6/8R.O. 5' -2" 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"95036E NVG1R.O. 5' -0" x 3' -6"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"138040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"116020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"DRYERWASHERSINKLAUNDRYR & SH.52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"9' - 6"12' - 1 1/4"15' - 9"32/4 x 6/8 OPG.R & SH. @ 65"2' - 0"62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"2' - 6"2' - 9 1/2"5' - 5"3' - 1"7' - 6"HALF WALL3' x 5' TUB W/ 4" TILEDECK7'-6" VANITYCURB42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"44020 NVPWG TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"2x648" F.G. SHWREN SUITEATTICACCESS62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"CO DET.SMOKEDET.6' - 6"6' - 6"105040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"3' - 2"6' - 10"54030 NVG1R.O. 4' -0" x 3' -0"H.H. 6' -10"18' - 4"25' - 8"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN2/29/2024 2:47:54 PMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-404OTT3992.29.24 CB204617371393GYM: 3779.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5553THE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLAN*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***||[[[[[[||[[||[[[[[[||[[2 - 2 x 102 - 2 x 10OKOKOKOKOK2 - 2 x 102 - Trimmers 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 TRUSS1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POST18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS 8:12 TYP.9 ROOF VENTS REQUIRED8" / 12"8" / 12"STANDARD ENERGY HEELS@ 4:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH3 ROOF VENTS REQUIRED @ GARAGE1 ROOF VENT REQUIRED2 ROOF VENTSREQUIRED @ HOME GYM 8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"6 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. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL 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. 6REV. 7REV. 8REV. 9REV. 10PLATE 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.DESIGN2/29/2024 2:47:56 PMPALETI, KURAPATI, VELUVOLU RESIDENCEL4, B2-BERRES RIDGE 7TH ADDITION19793 HENNING AVENUELAKEVILLE, MN 55044A-501OTT3992.29.24 CB204617371393GYM: 3779.13.23 CB8'-1 /18"9'- 1 /18"8'-4" POUR5553THE CONNORWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 1 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 4 3016 NVPWG 3' - 0" 1' - 6" VARIES3 VECTOR ENVISION SERIES 6 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 7' - 0" 8' - 0"4 VECTOR ENVISION SERIES 1 4020 NVPWG TEMP. 4' - 0" 2' - 0" 6' - 10"5 VECTOR ENVISION SERIES 1 4030 NVG1 4' - 0" 3' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"7 VECTOR ENVISION SERIES 1 4040 NVPWG TEMP. 4' - 0" 4' - 0" 11' - 11 1/8"8 VECTOR ENVISION SERIES 2 4050E NVG1 4' - 0" 5' - 0" 8' - 0"9 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"10 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"12 VECTOR ENVISION SERIES 3 6050E NVG1 6' - 0" 5' - 0" 6' - 10"13 VECTOR ENVISION SERIES 2 8040E NVGE 8' - 0" 4' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 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:DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/6 x 6/8 12 2/4 x 6/8 83 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 25 2/6 x 6/8 66 2/6 x 6/8 PKT 27 2/8 x 6/8 68 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" D.S. SL'S STEEL 112 4/0 x 6/8 113 5/0 x 6/8 214 6/0 x 6/8 SLIDER 115 16' x 8' O.H. GARAGE DOOR 116 18' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 213 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 176 SF 8' - 2"LOWER FLOOR BATH VINYL 47 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 981 SF 8' - 2"LOWER FLOOR STORAGE CARPET 73 SF 8' - 2" FINISHEDLOWER FLOOR HOME GYM CONCRETE 355 SF 18' - 9 7/8" 2 STORYMAIN FLOOR KITCHEN WOOD 289 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 267 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 290 SF 9' - 1 1/8" BOX VAULTMAIN FLOOR FOYER WOOD 135 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD 114 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 95 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 864 SF 10' - 9 3/8"MAIN FLOOR BATH VINYL 77 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 132 SF 9' - 1 1/8"MAIN FLOOR PANTRY VINYL 54 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 49 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 83 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 263 SF 8' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 104 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 182 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 305 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 168 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 165 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 162 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 43 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 21 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 58 SF 8' - 1 1/8" .UPPER FLOOR LOFT CARPET 161 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 46 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY CLOSET CARPET 112 SF 8' - 1 1/8"1/2" = 1'-0"A-5011TYP. COLUMN1/8" = 1'-0"A-5014ROOF 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 WALL1/2" = 1'-0"A-5019BEARING WALL SECTION 7" hard pipe, 8" flex to provide minimum 6.12" 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 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 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.4/8/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville19793 Henning Avenue BC730925 Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 74847 Heating Gain Cooling Load 95 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 THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable 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, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX036 Model Heating System Natural Gas Lennox 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 14 190 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): 35206Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 350 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)