Loading...
HomeMy WebLinkAboutLA204488 - 17883 Eclipse 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 6/30/22 DM 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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MAIN FLOOR927.7'UPPER PLATE946.6'T.O. HOUSE FOUNDATION926.0'T.O. HOUSE FOUNDATION926.0'MAIN PLATE936.8'MAIN PLATE936.8'UPPER FLOOR938.5'MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT11' - 3 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS AT FRONT6" BUMPED OUT LOUVER W/ CORBELS 6" SMARTSIDE STORYBOARDADDRESS STONE0' - 3"1' - 0"6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"8" 12"7" / 12"7" / 12"7" / 12"8" / 12"T.O. GARAGE FOUNDATION925.5'0' - 6"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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:14 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-201OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode07/21/2022dmathews 24" RETURN TYP.8" / 12"8" / 12"8" / 12"8" / 12"7" 12"4" 12"4" / 12"8" 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"4" 12"7" / 12"4:124" SMARTSIDE TRIM@ WINDOWS & DOORS AT SIDES AND REAR8" / 12"24" RETURN TYP.8" / 12"8" / 12"8" / 12"7" 12"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.8 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH4 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"4" / 12"7" / 12"8" / 12"8" / 12"7" / 12"7" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED 7" / 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:15 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-202OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 9' - 10"18' - 6"33' - 6"0' - 2"21' - 6"12' - 0"1' - 10 1/2"8' - 3" M.O.1' - 10 1/2"2' - 7 1/2"16' - 3" M.O.2' - 7 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.52' - 0"27' - 8"22' - 4"2' - 0"21' - 6"21' - 6"6' - 0"7' - 0"5' - 10"2' - 0"30' - 2"6' - 0"12' - 10"38' - 2"51' - 0"0' - 4"23' - 6"27' - 6"ANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICAL6' - 10"12' - 6"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY51' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 14" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.10' - 9 1/4"11' - 10 3/4"9' - 1 1/4"10' - 2 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY4' - 2 3/4"23' - 11 3/4"5' - 4"8' - 2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.4' - 2 3/4"4' - 0"19' - 5 1/4"19' - 4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE17' - 0"15' - 0"15' - 0"47' - 0"5' - 0"52' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING0' - 10 1/2"M.O.3' - 3"0' - 10 1/2":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH 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.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYTOP OF GARAGE FOUNDATIONWALL TO MATCH TO OF HOUSE FOUNDATION WALL TOP OF GARAGE FOUNDATION TO DROPPED 6" FROM THE TOP OF HOUSE FOUNDATION 4' - 1 3/4"5' - 5 1/2"5' - 4 3/4"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY13' - 2 3/4"3' - 9 1/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAYPAD FOOTING SIZED BY OTHERSTHE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:16 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-401OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLANF13'-6" x 6'-6" x 1'-0"#5 BARS @ 12" O.C.LOCATE REBAR 3" FROM BOTTOM OF FOOTING UP 16RUNEXCAVATEDMECHANICAL/ STORAGE9' - 10"12' - 10"21' - 6"12' - 0"0' - 2"18' - 6"33' - 6"6' - 0"30' - 2"2' - 0"5' - 10"7' - 0"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"51' - 0"51' - 0"SET SILL 6" ABOVE TREATED SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"6' - 10 1/2"8' - 1 1/2"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"52' - 0"3' - 8 1/2"2' - 6"9' - 1 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"4' - 4"6' - 7"48" F.G. SHWR6'-6" VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"12' - 10"22' - 4"2' - 0"21' - 6"21' - 6"6' - 0"23' - 6"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL 4-2x64-2x65x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICALSMOKEDET.W. H.2-2x10F. D.2-2x104' - 2"1' - 8"6' - 0"7' - 6"2' - 6"9' - 4"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 6"B.W.P.3' - 6"B.W.P.2' - 6"B.W.P.4' - 0"3-2x104' - 3"11' - 6"32/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES6' - 10"12' - 6"27' - 8"3 TRIMMERS2 TRIMMERS24-48-2448 SL2R.O. 8' -0" x 4' -0"H.H. 6' -10"6048 SL16R.O. 5' -0" x 4' -0"H.H. 6' -10"4836 PIC TEMP.13R.O. 4' -0" x 3' -0"H.H. 11' -8"FROM LOWER FLOOR47' - 0"5' - 0"52' - 0"MECHANICAL CHASE ABOVE GAS LINE FOR FUTURE FIREPLACE EQEQ156/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"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.2 ZONE NON-MECHANICAL DAMPERS12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET4-16" WIRE SH.12/4 x 6/8R.O. 2' -6" x 6' -11"TOP OF GARAGE FOUNDATION TO DROPPED 6" FROM THE TOP OF HOUSE FOUNDATION 4 TRIMMERS 3 TRIMMERS 3-11 7/8" LSL 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:17 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-402OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANFAN66 DN 3RDN 16RUP 17RDN 4R38' - 0"13' - 0"47' - 0"5' - 0"36" REFFARM SINKDWPORCH21' - 6"12' - 0"2' - 9"16' - 0"2' - 9"2' - 0"8' - 0"2' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE51' - 0"17' - 0"15' - 0"15' - 0"GARAGE28' - 0"4' - 6"4' - 6"7' - 8"5' - 0"23' - 6"27' - 6"51' - 0"FOYERGREAT ROOMDININGEQEQ7' - 0"6' - 0"10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"21' - 6"2' - 0"18' - 6"33' - 6"6' - 0"30' - 0"2' - 0"6' - 0"7' - 0"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 7"9' - 0 3/4"3' - 10"1' - 1"3' - 10"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSDBLOVEN5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"3' - 9 3/4"3' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 0"8' - 0"7' - 6"7' - 6"2' - 0"8' - 6"4' - 6"0' - 5"9' - 4"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERS2-9 1/2" LSLFLUSH 5x5 PSLGIRDER TRUSSGIRDER TRUSS4-2x62-11 7/8" LSL2-11 7/8" LSL3-2x62-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHB.W.P.3' - 0"B.W.P.8' - 3"B.W.P.6' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.8' - 0"B.W.P.5' - 0"B.W.P.5' - 0"B.W.P.2' - 8"PFH2' - 0"PFH2' - 9"PFH2' - 9"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"SMOKEDET.2-2x103-2x62-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUD RM.12' - 0"7' - 0"3-14" LVL FLUSH52' - 0"12' - 6"11' - 4"78"x73" FRIG RECESS2' - 9"4' - 0"11' - 9"4' - 0" B.W.P.2-9 1/2" LSLR & SH.B.W.P.3' - 0"STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"82/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"133/0 x 6/8 W/ 2-12" D.S. S.L.'S32/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"32/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"102/8 x 6/8 OPG.1816' x 9' O.H. GARAGE DOOR178' x 9' O.H. GARAGE DOORMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHHHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSL2 TRIMMERS EA. SIDE B.W.P.3' - 6"2' - 9"3' - 3"36" GAS FIREPLACE SET ON FINISHED FLOORW/ FLOATING CROWN MANTEL 3-2x10CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x10PED. SINK20" FLOOR TRUSSESPER MFG. SPACING9' - 7 3/4"2' - 9 7/8"2' - 9"3' - 3"10' - 9"6' - 9 3/8"2-2x1016" TRANSOM / 24-48-2460 SL1R.O. 8' -0" x 6' -4"H.H. 8' -0"3660 SH10R.O. 3' -0" x 5' -0"H.H. 8' -0"3672-2W SH11R.O. 6' -0" x 6' -0"H.H. 8' -0"3048 SH8R.O. 2' -6" x 4' -0"H.H. 6' -10"4848 PIC TEMP14R.O. 4' -0" x 4' -0"H.H. 11' -10"3618 PIC9R.O. 3' -0" x 1' -6"H.H. 8' -0"3618 PIC9R.O. 3' -0" x 1' -6"H.H. 8' -0"3660 SH10R.O. 3' -0" x 5' -0"H.H. 8' -0"FROM MAIN FLOOR168/0 x 8/0 SLIDERR.O. 8' -0" x 8' -0"52' - 0"U.C. LIGHTS U.C.LIGHTS U.C. LIGHTS U.C.LIGHTS 12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.3672-2W SH11R.O. 6' -0" x 6' -0"H.H. 8' -0"20" FLOOR TRUSSESPER MFG. SPACING0' - 6"5' - 6"123/0 x 6/8R.O. 3' -2" x 6' -10 1/4"2' - 6"2' - 6"3618 PIC9R.O. 3' -0" x 1' -6"H.H. 6' -10"ROUGH-IN FUTURE GARAGE HEATER (VERIFY LOCATION)92/8 x 6/8 FULL VIEWR.O. 2' -9" x 6' -8"5' - 0"2' - 0"36" REFMICRO IN BASE CABINETS ADDITIONAL STEPS INWALK TO DRIVEWAY,VERIFY ON SITERAILING PER CODE 5x5 PSL TRIMMER2-2x102-2x104-2x6GIRDER TRUSS2x4 TURNED 9" RETURN DUCT1/4" = 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:18 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-403OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNABWPsAboveBWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.PFH7.2 DN 17R17' - 0"15' - 0"11' - 0"2' - 0"12' - 0"22' - 0"6' - 0"6' - 0"5' - 10"31' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"6' - 0"7'-3" VANITYOWNER'SSUITE5'-3" VANITYBATHHALLBEDROOM #311' - 9"2' - 6"5' - 2"6' - 4 1/2"7' - 2 1/2"52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"12' - 9"4' - 0"4' - 0"15' - 3"9' - 6"5' - 6"11' - 11"4' - 8 3/4"11' - 4 1/4"19' - 0"11' - 0"9' - 0"4' - 0"5' TUB/SHWR22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"6' - 2"8' - 11"4' - 1"7' - 7 3/4"4' - 4 1/4"145/0 x 6/8R.O. 5' -2" x 6' -11"7' - 8"9' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"3' - 0"5' - 0"2' - 9"3' - 0"3' - 3"10' - 4 3/4"4' - 11"6' - 8 1/4"3' - 0"8' - 0"1' - 0"14' - 2"2' - 6"8' - 1 3/4"2' - 1 1/4"4' - 0"8' - 1"2-2x10 W/2 TRIMMERS EA. SIDE2-2x102-2x102-2x102-2x102-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 6"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"ATTICACCESSFRAME FALSE WALL ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.43' - 0"17' - 6"7' - 3"4' - 0"145/0 x 6/8R.O. 5' -2" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.BOX VAULT 145/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"112/8 x 6/8 SOLID CORER.O. 2' -10" x 6' -11"SINKTYP.2' - 0"R & SH.3' - 1"1' - 0"48" WALL W/GLASS PANELABOVE HEAD42/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.OWNER'SCLOSETBEDROOM #443' - 0"2-2x102-2x1032/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"B.W.P.3' - 6"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x1042' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.62/8 x 6/8R.O. 2' -10" x 6' -11"24-48-2460 SL3R.O. 8' -0" x 5' -0"H.H. 6' -10"2424 AWN5R.O. 2' -0" x 2' -0"H.H. 6' -10"2418 AWN4R.O. 2' -0" x 1' -6"H.H. 6' -10"2418 AWN4R.O. 2' -0" x 1' -6"H.H. 6' -10"5448 SL E15R.O. 4' -6" x 4' -0"H.H. 6' -10"24-48-2460 SL3R.O. 8' -0" x 5' -0"H.H. 6' -10"6048 SL16R.O. 5' -0" x 4' -0"H.H. 6' -10"2424-2W PIC7R.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"FROM UPPER FLOOR12/4 x 6/8R.O. 2' -6" x 6' -11"OPTIONAL 48" TALL LINENCURBB.W.P.4' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"5' x 3' SOAK TUBW/ TILE DECK2424 AWN FIXED6R.O. 2' -0" x 2' -0"H.H. 6' -10"4818 PIC12R.O. 4' -0" x 1' -6"H.H. 6' -10"TILE BACKSPLASH & KNOTTY ALDER TUB FRONT 0' - 6"COUNTER TOPSINK W/ BASE CABINET R & SH.R & SH.DRYERWASHERMFG. ROOF TRUSSES@ 24" O.C.52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"INSULATE WALLBEDROOM #22-2x104-2x64-2x6GIRDER TRUSS 2x64' - 4"2' - 11"CONTROLTILE SHOWERTHE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:19 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-404OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Temper ifwithin 60"of tub floor.FANFANFAN FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 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 POSTTHE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:19 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-501OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA3/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 16" TRANSOM / 24-48-2460 SL 8' - 0" 6' - 4" 8' - 0"2 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2 2418 AWN 2' - 0" 1' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424 AWN 2' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"7 WINDSOR NEXT DIMENSION 1 2424-2W PIC 4' - 0" 2' - 0" 5' - 8 7/8"8 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 3 3618 PIC 3' - 0" 1' - 6" VARIES10 WINDSOR NEXT DIMENSION 2 3660 SH 3' - 0" 5' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"12 WINDSOR NEXT DIMENSION 1 4818 PIC 4' - 0" 1' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 11' - 8"14 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 10"15 WINDSOR NEXT DIMENSION 1 5448 SL E 4' - 6" 4' - 0" 6' - 10"16 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 153 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 153 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 644 SF 8' - 2" .LOWER FLOOR BATH VINYL 68 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"LOWER FLOOR CLOSET VINYL 31 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 707 SF 11' - 9 3/8"MAIN FLOOR FOYER WOOD 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 275 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 159 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 265 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 39 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 274 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 175 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 87 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 191 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 161 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 54 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 70 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 201 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 72 2/4 x 6/8 PKT 4' - 10" 6' - 11" 13 2/4 x 6/8 SOLID CORE 2' - 6" 6' - 11" 44 2/6 x 6/8 2' - 8" 6' - 11" 15 2/6 x 6/8 SOLID CORE 2' - 8" 6' - 11" 46 2/8 x 6/8 2' - 10" 6' - 11" 27 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 19 2/8 x 6/8 FULL VIEW 2' - 9" 6' - 8" 110 2/8 x 6/8 OPG. 111 2/8 x 6/8 SOLID CORE 2' - 10" 6' - 11" 112 3/0 x 6/8 3' - 2" 6' - 10 1/4" 113 3/0 x 6/8 W/ 2-12" D.S. S.L.'S 1 STEEL14 5/0 x 6/8 5' - 2" 6' - 11" 315 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 116 8/0 x 8/0 SLIDER 8' - 0" 8' - 0" 117 8' x 9' O.H. GARAGE DOOR 118 16' x 9' O.H. GARAGE DOOR 11/2" = 1'-0"A-5012TYP. COLUMN 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 WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. 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' - 2"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 FOOTINGSALL 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 TRUSSTHE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:6/30/2022 3:34:20 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-502OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB5.11.22 CB5.27.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA3/8" = 1'-0"A-5021TYP. WALL SECTION1/2" = 1'-0"A-5022TYP. WALKOUT SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5025TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027GARAGE CEILING COPYRIGHT HANSON GROUP, LLC 2022©June 29, 2022Project Number:Date:2.311S11Sheets: of1PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionO'Brien & Kelm Residence17883 Eclipse AveLakeville, MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:7-5-22Date: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 202Burnsville, MN 55337Garrett Brunell52600INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETEUPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANPARTIAL LOWER FLOOR PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AND CONCRETE PAD FOOTING AT GARAGE REAR AT A SINGLE FAMILYRESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTSOF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY NORTH HOUSE RESIDENTIAL DESIGN LASTDATED 4-7-22 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. THE DESIGN OF THE REMAININGHOME, INCLUDING ALL BEAM AND HEADER SIZES, FOUNDATION WALLS, REMAINING PAD FOOTINGS, ETC IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSON GROUP FOR REVIEW. IF FINAL TRUSSLAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSONGROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THEREQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. OR TYPE S/W WALLBOARDSCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" IN LAP ZONE. ATCORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND IS EXCLUDED FROM THEOVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.9.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVEDADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCEAT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)REINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAXALLOWABLE 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 BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODE(4-FT)BRACEDWALL LINEBRACEDWALL LINE(2.25-FT)(4-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT) (4-FT)(4-FT)(4-FT)BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(5-FT) (4-FT) (6.75-FT)(4-FT)(7.2-FT)ONE SIDED(4-FT)CONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 4/S1(5-FT) (3-FT)(3.5-FT)(4-FT)CONSTRUCT GARAGEPORTAL FRAME ASSHOWN IN 4/S1, SIM.BRACED WALL LINE (8-FT)BRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE (4-FT)(3.5-FT)(3.5-FT)(4-FT)BRACED WALL LINE (4-FT) (4-FT) BRACED WALL LINE (4-FT)(4-FT)S1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±8'-3"± @ SIM.11'-33 8"±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 6/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)- ONE BOLT AT SIM. - 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 PANELS2'-712"±1'-1012"± @ SIM.2'-712"±1'-1012"± @ SIM.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)ALTERNATE HOLDOWNCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONSFRAMING DETAILALTERNATE RAISED HOLDOWN12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN ENDSIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDSFLOORSYSTEMCONCRETEFOUNDATIONBELOW6S1(6-FT)CONTINUE HOLDOWNAS SHOWN IN 5/S1PROVIDE SHEARWALLAS SHOWN IN 5/S1PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 6/S1 FORALTERNATIVE OPTION-TO BEUSED w/ SILL PLATE OVERHANG)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DSIMPSON STHD14 HOLDOWN ANCHORFASTENED TO DOUBLE STUDS (REFER TO 6/S1FOR POST-INSTALLED HOLDOWN OPTION)PROVIDE DOUBLE STUDS FOR ATTACHMENTOF BOTH STRAP & HOLDOWN(MAY USE BEARING/KING STUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTERED ON FLOORSYSTEM AT LOCATION SHOWN (PROVIDE 2xBLOCKING IN FLOOR SPACE AS REQ'D)S1FRAMING DETAILRAISED SHEARWALL5NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.(6-FT)(4-FT)(5-FT)(4-FT)Pad footing7-5-221PAD FOOTING SCHEDULEMARKSIZEREINFORECEMENT EACH WAYF13'-6" x 6'-6" x 1'-0"#5 BARS @ 12" O.C.LOCATE REBAR 3" FROM BOTTOM OF FOOTINGSCHEDULE ONLY APPLIES TO ONE FOOTING INDICATED - SEEHOUSE PLANS FOR ALL OTHER PAD/STRIP FOOTINGREQUIREMENTS BY OTHERSFOUNDATION WALLSARE BY OTHERS/PERCODEF12'-9"REMAINING PAD ANDSTRIP FOOTINGS AREBY OTHERS MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. HOUSE FOUNDATION0' -0"T.O. HOUSE 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 HEIGHT11' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS AT FRONT6" BUMPED OUT LOUVER W/ CORBELS 6" SMARTSIDE STORYBOARDADDRESS STONE0' - 3"1' - 0"6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"8" 12"7" / 12"7" / 12"7" / 12"8" / 12"T.O. GARAGE FOUNDATION-1' -0"1' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:36 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-201OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILS 24" RETURN TYP.8" / 12"8" / 12"8" / 12"8" / 12"7" 12"4" 12"4" / 12"8" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"4" 12"7" / 12"4:124" SMARTSIDE TRIM@ WINDOWS & DOORS AT SIDES AND REAR24" RETURN TYP.8" / 12"8" / 12"8" / 12"7" 12"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.8 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH4 ROOF VENTS REQUIRED @ GARAGE 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"4" / 12"7" / 12"8" / 12"8" / 12"7" / 12"7" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED 7" / 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:38 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-202OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLAN 9' - 10"18' - 6"33' - 6"0' - 2"21' - 6"12' - 0"1' - 10 1/2"8' - 3" M.O.1' - 10 1/2"2' - 7 1/2"16' - 3" M.O.2' - 7 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.52' - 0"27' - 8"22' - 4"2' - 0"21' - 6"21' - 6"6' - 0"7' - 0"5' - 10"2' - 0"30' - 2"6' - 0"12' - 10"38' - 2"51' - 0"0' - 4"23' - 6"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYANCHOR BOLTS TO EACH SIDE OF BEARING POINTTYPICAL6' - 10"12' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY51' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 20" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.10' - 9 1/4"11' - 10 3/4"9' - 1 1/4"10' - 2 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY3' - 9 1/4"24' - 5 1/4"5' - 4"8' - 2"5' - 3 1/2"11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.8' - 2 3/4"19' - 5 1/4"19' - 4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE17' - 0"15' - 0"15' - 0"47' - 0"5' - 0"52' - 0"LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING0' - 10 1/2"M.O.3' - 3"0' - 10 1/2":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE36" x 36" x 12" CONCRETE FTG.W/ (3) #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.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYTOP OF GARAGE FOUNDATIONWALL TO MATCH TO OF HOUSE FOUNDATION WALL TOP OF GARAGE FOUNDATION TO DROPPED 12" FROM THE TOP OF HOUSE FOUNDATION 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:38 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-401OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDMECHANICAL/ STORAGE9' - 10"12' - 10"21' - 6"12' - 0"0' - 2"18' - 6"33' - 6"6' - 0"30' - 2"2' - 0"5' - 10"7' - 0"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"51' - 0"51' - 0"SET SILL 6" ABOVE TREATED SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"6' - 10 1/2"8' - 1 1/2"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"52' - 0"3' - 8 1/2"2' - 6"9' - 1 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.6' - 0"11' - 5"4' - 4"6' - 7"48" F.G. SHWR6'-6" VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"12' - 10"22' - 4"2' - 0"21' - 6"21' - 6"6' - 0"23' - 6"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL XXXX4-2X64-2X65x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT TYPICALSMOKEDET.W. H.2-2x10F. D.2-2x104' - 2"1' - 8"6' - 0"7' - 6"2' - 6"9' - 4"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 6"B.W.P.3' - 6"B.W.P.2' - 6"B.W.P.4' - 0"3-2x104' - 3"11' - 6"32/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES6' - 10"12' - 6"27' - 8"3 TRIMMERS2 TRIMMERS24-48-2448 SL2R.O. 8' -0" x 4' -0"H.H. 6' -10"6048 SL16R.O. 5' -0" x 4' -0"H.H. 6' -10"4836 PIC TEMP.13R.O. 4' -0" x 3' -0"H.H. 11' -8"FROM LOWER FLOOR47' - 0"5' - 0"52' - 0"MECHANICAL CHASE ABOVE GAS LINE FOR FUTURE FIREPLACE EQEQ156/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"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.2 ZONE NON-MECHANICAL DAMPERS12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET4-16" WIRE SH.12/4 x 6/8R.O. 2' -6" x 6' -11"TOP OF GARAGE FOUNDATION TO DROPPED 12" FROM THE TOP OF HOUSE FOUNDATION 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:39 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-402OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***3-11 7/8" LSL3 Trimmers4 Trimmers DN 3RDN 16RUP 17RDN 5R38' - 0"13' - 0"47' - 0"5' - 0"36" REFFARM SINKDWPORCH21' - 6"12' - 0"2' - 9"16' - 0"2' - 9"2' - 0"8' - 0"2' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE51' - 0"17' - 0"15' - 0"15' - 0"GARAGE28' - 0"5' - 0"4' - 6"4' - 6"7' - 8"5' - 0"23' - 6"27' - 6"51' - 0"FOYERGREAT ROOMDININGEQEQ10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS6' - 0"21' - 6"21' - 6"2' - 0"18' - 6"33' - 6"6' - 0"30' - 0"2' - 0"6' - 0"7' - 0"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 6"9' - 1 3/4"4' - 11"3' - 10"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSDBLOVEN1' - 3"3' - 9"4' - 9"6' - 9"3' - 9 3/4"3' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 0"8' - 0"7' - 6"7' - 6"2' - 0"8' - 6"4' - 6"0' - 5"9' - 4"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERSXXXXFLUSH5x5 PSLGIRDER TRUSSGIRDER TRUSSXXXX2-11 7/8" LSL2-11 7/8" LSL3-2x62-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHB.W.P.3' - 0"B.W.P.8' - 3"B.W.P.6' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"PFH2' - 0"PFH2' - 9"PFH2' - 9"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"SMOKEDET.2-2x105x5 PSL2-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUD RM.12' - 0"7' - 0"3-14" LVL FLUSH52' - 0"12' - 6"11' - 4"78"x73" FRIG RECESS2' - 9"4' - 0"11' - 9"4' - 0" B.W.P.XXXXR & SH.B.W.P.3' - 0"STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"82/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"133/0 x 6/8 W/ 2-12" D.S. S.L.'S32/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"32/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"102/8 x 6/8 OPG.1816' x 9' O.H. GARAGE DOOR178' x 9' O.H. GARAGE DOORMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHHHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSL2 TRIMMERS EA. SIDE B.W.P.3' - 6"2' - 9"3' - 3"36" GAS FIREPLACE SET ON FINISHED FLOORW/ FLOATING CROWN MANTEL 3-2x10CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x10PED. SINK20" FLOOR TRUSSESPER MFG. SPACING9' - 7 3/4"2' - 9 7/8"2' - 9"3' - 3"10' - 9"6' - 9 3/8"2-2x1016" TRANSOM / 24-48-2460 SL1R.O. 8' -0" x 6' -4"H.H. 8' -0"3660 SH10R.O. 3' -0" x 5' -0"H.H. 8' -0"3672-2W SH11R.O. 6' -0" x 6' -0"H.H. 8' -0"3048 SH8R.O. 2' -6" x 4' -0"H.H. 6' -10"4848 PIC TEMP14R.O. 4' -0" x 4' -0"H.H. 11' -10"3618 PIC9R.O. 3' -0" x 1' -6"H.H. 8' -0"3618 PIC9R.O. 3' -0" x 1' -6"H.H. 8' -0"3660 SH10R.O. 3' -0" x 5' -0"H.H. 8' -0"FROM MAIN FLOOR168/0 x 8/0 SLIDERR.O. 8' -0" x 8' -0"52' - 0"U.C. LIGHTS U.C.LIGHTS U.C. LIGHTS U.C.LIGHTS 12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.3672-2W SH11R.O. 6' -0" x 6' -0"H.H. 8' -0"20" FLOOR TRUSSESPER MFG. SPACING0' - 6"5' - 6"123/0 x 6/8R.O. 0' -0" x 0' -0"2' - 6"2' - 6"3618 PIC9R.O. 3' -0" x 1' -6"H.H. 6' -10"ROUGH-IN FUTURE GARAGE HEATER (VERIFY LOCATION)92/8 x 6/8 FULL VIEWR.O. 2' -9" x 6' -8"5' - 0"2' - 0"36" REFMICRO IN BASE CABINETS ADDITIONAL STEPS INWALK TO DRIVEWAY,VERIFY ON SITERAILING PER CODE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:40 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-403OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA4-2x63-2x6Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***5x5 PSL Trimmer2-2x104-2x62-9 1/2" LSL Cont. Flush2-9 1/2" LSL2-2x10X X X X X DN 17R17' - 0"15' - 0"11' - 0"2' - 0"12' - 0"22' - 0"6' - 0"6' - 0"5' - 10"31' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"6' - 0"7'-3" VANITYOWNER'SSUITE5'-3" VANITYBEDROOM #2BATHHALLBEDROOM #311' - 9"2' - 6"5' - 2"6' - 4 1/2"7' - 2 1/2"52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"12' - 9"4' - 0"4' - 0"15' - 3"9' - 6"5' - 6"11' - 11"4' - 8 3/4"11' - 4 1/4"19' - 0"11' - 0"9' - 0"4' - 0"5' TUB/SHWR22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"6' - 2"8' - 11"4' - 1"7' - 7 3/4"4' - 4 1/4"145/0 x 6/8R.O. 5' -2" x 6' -11"7' - 8"9' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"3' - 0"5' - 0"2' - 9"3' - 0"3' - 3"10' - 4 3/4"4' - 11"6' - 8 1/4"3' - 0"8' - 0"1' - 0"14' - 2"2' - 6"8' - 1 3/4"2' - 1 1/4"4' - 0"8' - 1"2-2x10 W/2 TRIMMERS EA. SIDE2-2x102-2x102-2x102-2x102-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 6"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"ATTICACCESSFRAME FALSE WALL ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.43' - 0"17' - 6"7' - 3"4' - 0"145/0 x 6/8R.O. 5' -2" x 6' -11"OWNER'SBATHLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.BOX VAULT 145/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.12' - 7"2' - 8"52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"112/8 x 6/8 SOLID CORER.O. 2' -10" x 6' -11"SINKTYP.2' - 0"R & SH.3' - 1"1' - 0"48" WALL W/GLASS PANELABOVE CONTROLHEADTILE SHOWER42/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.OWNER'SCLOSETBEDROOM #443' - 0"2-2x102-2x1032/4 x 6/8 SOLID CORER.O. 2' -6" x 6' -11"B.W.P.3' - 6"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x1042' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.62/8 x 6/8R.O. 2' -10" x 6' -11"24-48-2460 SL3R.O. 8' -0" x 5' -0"H.H. 6' -10"2424 AWN5R.O. 2' -0" x 2' -0"H.H. 6' -10"2418 AWN4R.O. 2' -0" x 1' -6"H.H. 6' -10"2418 AWN4R.O. 2' -0" x 1' -6"H.H. 6' -10"5448 SL E15R.O. 4' -6" x 4' -0"H.H. 6' -10"24-48-2460 SL3R.O. 8' -0" x 5' -0"H.H. 6' -10"6048 SL16R.O. 5' -0" x 4' -0"H.H. 6' -10"2424-2W PIC7R.O. 4' -0" x 2' -0"H.H. 5' -8 7/8"FROM UPPER FLOOR12/4 x 6/8R.O. 2' -6" x 6' -11"OPTIONAL 48" TALL LINENCURBB.W.P.4' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"5' x 3' SOAK TUBW/ TILE DECK2424 AWN FIXED6R.O. 2' -0" x 2' -0"H.H. 6' -10"4818 PIC12R.O. 4' -0" x 1' -6"H.H. 6' -10"TILE BACKSPLASH & KNOTTY ALDER TUB FRONT 0' - 6"COUNTER TOPSINK W/ BASE CABINET R & SH.R & SH.DRYERWASHERMFG. ROOF TRUSSES@ 24" O.C.52/6 x 6/8 SOLID CORER.O. 2' -8" x 6' -11"INSULATE WALLTHE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:41 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-404OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLANGirderTruss2-2x104-2x64-2x6Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 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 POSTTHE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:42 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-501OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA3/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 16" TRANSOM / 24-48-2460 SL 8' - 0" 6' - 4" 8' - 0"2 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2 2418 AWN 2' - 0" 1' - 6" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424 AWN 2' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"7 WINDSOR NEXT DIMENSION 1 2424-2W PIC 4' - 0" 2' - 0" 5' - 8 7/8"8 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 3 3618 PIC 3' - 0" 1' - 6" VARIES10 WINDSOR NEXT DIMENSION 2 3660 SH 3' - 0" 5' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"12 WINDSOR NEXT DIMENSION 1 4818 PIC 4' - 0" 1' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 11' - 8"14 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 10"15 WINDSOR NEXT DIMENSION 1 5448 SL E 4' - 6" 4' - 0" 6' - 10"16 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 153 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 153 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 644 SF 8' - 2" .LOWER FLOOR BATH VINYL 68 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"LOWER FLOOR CLOSET VINYL 31 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 707 SF 11' - 9 3/8"MAIN FLOOR FOYER WOOD 84 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 275 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 159 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 265 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 39 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 274 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 175 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 87 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 191 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 161 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 54 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 70 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 201 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 72 2/4 x 6/8 PKT 4' - 10" 6' - 11" 13 2/4 x 6/8 SOLID CORE 2' - 6" 6' - 11" 44 2/6 x 6/8 2' - 8" 6' - 11" 15 2/6 x 6/8 SOLID CORE 2' - 8" 6' - 11" 46 2/8 x 6/8 2' - 10" 6' - 11" 27 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 19 2/8 x 6/8 FULL VIEW 2' - 9" 6' - 8" 110 2/8 x 6/8 OPG. 111 2/8 x 6/8 SOLID CORE 2' - 10" 6' - 11" 112 3/0 x 6/8 0' - 0" 0' - 0" 113 3/0 x 6/8 W/ 2-12" D.S. S.L.'S 1 STEEL14 5/0 x 6/8 5' - 2" 6' - 11" 315 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 116 8/0 x 8/0 SLIDER 8' - 0" 8' - 0" 117 8' x 9' O.H. GARAGE DOOR 118 16' x 9' O.H. GARAGE DOOR 11/2" = 1'-0"A-5012TYP. COLUMN 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 WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. 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' - 8"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 FOOTINGSALL 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 TRUSSTHE 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED 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 INSULATIONTOTAL:4/7/2022 1:26:42 PMTHE O'BRIEN & KELMRESIDENCEL14, B5 - PHEASANT RUN 5TH ADD'N17883 ECLIPSE AVENUELAKEVILLE, MN 55044A-502OTT2963.30.22 CB1528130010034.6.22 CB4.7.22 CB3.2.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3831THE SAVANNA3/8" = 1'-0"A-5021TYP. WALL SECTION1/2" = 1'-0"A-5022TYP. WALKOUT SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5025TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027GARAGE CEILING 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 T raining: ________________________ 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 i nto 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 const ruction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) 7/15/22 X PM