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Home My WebLink AboutLA197952 20437 Hamburg 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 Submit to: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION ScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM12" = 1'-0"11/9/2021 12:28:40 PMA101Cover Page20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander BocharnikovFRAMING NOTES:-ALL EXTERIOR WALLS TO BE 2X6 @ 16" O.C. WITH A DOUBLE TOP PLATE UNLESS OTHERWISE NOTED.-WALL FRAMING SHALL BE S.P.F. STUD GRADE OR BETTER UNLESS NOTED OTHERWISE (U.N.O.)-ALL HEADERS SHALL BE (2) -2X10 U.N.O.-EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL CONSISTING OF ORIENTED STRAND BOARD (OSB).-ALL FLOOR AND CEILING SYSTEMS TO CHECKED AND DESIGNED BY THE DESIGNATED MANUFACTURER. TRUSS PLANS TO BE ON SITE @ TIME OF FRAMING-PRESSURE TREATED WOOD IS TO BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE AND AT 2X8 MUD SILL. TREATED MEMBERS TO BE S.Y.P. #2 OR BETTER.-FOR OPENINGS IN EXTERIOR WALLS (OR WALLS WITH LATERAL LOADING:a) 0'-0" -4'-0" = 1 JACK STUD b) 4'-0" -8'-0" = 2 JACK STUDSc) 8'-0" -12'-0" = 3 JACK STUDSd) GREATER THEN 12' = CONSULT ENGINEER.-POSTS CALLED OUT ARE NUMBER OF KING STUDS REQUIRED PER SIDE OF OPENING.CONCRETE NOTES:-ALL CONCRETE FOOTINGS AND FOUNDATION SYSTEMS ARE DESIGNED FOR A 2000 P.S.F. SOIL-FOUNDATION WALLS SHALL BE FULL HEIGHT AT UNBALANCED FILL GREATER THEN 3'-4"-1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 4' O.C. MAX. 12" MIN. FROM EACH END. MINIMUM OF 2 BOLTS IN EACH SILL PLATE-PAD FOOTINGS REINFORCEMENT IS TO BE LOCATED 3" FROM BOTTOM OF FOOTING TYP. (WHEN REQUIRED)-CONTRACTOR IS RESPONSIBLE FOR ALL STEEL REBAR SIZING PER STATE AND LOCAL BUILDING CODES-MIN. 5000 PSI CONCRETE @ ALL FOOTINGSINSULATION:-ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF R-20-ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING OF R-49-ALL FLOOR SPACES OVER UNCONDITIONED SPACE OR CANTILEVERED ARE TO HAVE A MINIMUM RATING OF R-30SHEETROCK:-ALL CEILINGS ARE TO HAVE 5/8" NON-SAG GYPSUM BOARD U.N.O.-ALL WALLS ARE TO HAVE 1/2" GYPSUM BOARD U.N.O.-GARAGE CEILING AND WALLS THAT ADJOIN HOUSE WALLS ARE TO BE 5/8" TYPE "X" GYPSUM BOARD U.N.O.-ALL EXTERIOR WALLS OF GARAGE AND HOUSE THAT ARE WITHIN 5' SETBACK TO HAVE 5/8" TYPE "X" EXTERIOR GRADE GYPSUM BOARD ON EXTERIOR SIDE OF WALL AND 5/8" TYPE "X" ON INTERNAL SIDE OF WALL.DOORS AND WINDOWS:ALL WINDOWS AND DOORS TO NE DOUBLE GLASS PANELS WITH LOW-E RATINGS.-ANY WINDOW WITHIN 24" OF A DOOR SWING MUST BE TEMPERED -ANY WINDOW ABOVE A TUB MUST BE TEMPERED -ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED-WINDOW GLAZING MUST BE AT LEAST 18" ABOVE FINISHED FLOOR WHEN WINDOW IS ABOVE 6' FROM GRADE.-ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSIONS OF 24" IN HEIGHT AND 20" IN WIDTH, SILL HEIGHT NOT TO BE GREATER THEN 44" ABOVE FINISHED FLOOR.-WINDOWS WITH SILLS WITHIN 3' OF THE FLOOR THEY SERVE AND ARE 72" ABOVE GRADE MUST EITHER HAVE A FALL PREVENTION OR OPENING LIMITER DEVICE PER CODE.MECHANICAL & ELECTRICAL:-ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO BE VERIFIED AND INSTALLED PER CODE BY APPROVED TRADES AND INSTALLERS.PLAN INFORMATIONCODE INFORMATIONSOIL TYPE:DESIGNED WITH 2000 PSF SOILS, ALL FOUNDATION CONSTRUCTION MUST FACTOR IN THIS AT MINIMUMGENERAL NOTES:-ALL FOUNDATION WALL STRUCTURAL INFORMATION USED TO CONSTRUCT THE FOUNDATION SYSTEM IS TO BE ON SITE WHEN POURING OR BUILDING WALLS.-ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARE TO BE BUILT PER I-LEVEL SPECIFICATIONS.-ALL MANUFACTURED FLOORS & ROOF TRUSSES ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.-ALL MANUFACTURED FLOOR & ROOF TRUSS SPECIFICATIONS ARE TO BE ON SITE DURING INSTALLATION.WINDOW AND EXTERIOR DOOR U-FACTOR TO BE 0.30 OR BETTERGLASS SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.28 OR BETTERSheet ListSheetNumberSheet NameA101 Cover PageA102 ElevationsA103 Basement LevelA104 Main LevelA105 Upper LevelA106 SectionA107 Detail PageA108 Passive Radon DetailA109 Braced Wall NotesA110 Braced Wall PlansArea ScheduleArea Level Name1059 SF Foundation / Basement Level Basement99 SF Foundation / Basement Level Mech Room74 SF Foundation / Basement Level Stairs1332 SF Main Level Main Level103 SF Main Level Front Porch859 SF Main Level Garage1761 SF Upper Level Upper LevelREVISION DATE : SITE PLAN BY OTHERSWINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090CODE INFORMATION:SINGLE FAMILY CONSTRUCTION TYPE IRC-1-2020 MINNESOTA STATE RESIDENTIAL CODE-2020 NATIONAL ELECTRICAL CODE-2020 MINNESOTA STATE MECHANICAL&FUEL GAS CODE-2020 MINNESOTA STATE FIRE CODE-2020 MINNESOTA PLUMBING CODEWIND EXPOSURE:DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS AND WIND GUSTS OF 115 MPH PER 2020 MN IRC CODE REGULATIONS.ALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.12" = 1'-0"13D View 1Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/09/2021dmathews Main Level0' -0"T.O. Main Level10' -1 1/8"Upper Level11' -7 7/8"T.O. Upper Level20' -9"T.O. Foundation-1' -8 1/4"LP LAP SIDINGALUMINUM SOFFIT AND FASCIAASPHALT SHINGLESINSTALL RAILING IF DISTANCE FROM GRADE TO PORCH FLOOR 30 OR MORE INCHESDISTANCE FROM GRADE TO TOP OF RIDGE6" MIN. BETWEEN WOOD AND GRADEGRADE SLOPE AWAY FROM BUILDING6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"5" / 1'-0"4" / 1'-0"6" / 1'-0"5" / 1'-0"LP PANELS 32' - 11 3/8"2' - 0"2' - 0"T2' - 0"2' - 0"1' - 0"1' - 0"2' - 0"6X6 POST FRAMED OUT TO 16"X 16" COLUMN STANDING SEAM METAL ROOF2' - 0"VINYL SIDINGALUMINUM SOFFITAND FASCIAASPHALT SHINGLESEXPOSED FOAM TO BE COVERED BY STUCCO OR SIMILAR4" / 1'-0"2' - 0"2' - 0"2' - 0"2' - 0"TTURTLE VENTS6" / 1'-0"6" / 1'-0"6" / 1'-0"VINYL SIDINGALUMINUM SOFFITAND FASCIAASPHALT SHINGLES2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"EXPOSED FOAM TO BE COVERED BY STUCCO OR SIMILAR5" / 1'-0"5" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"2' - 0"2' - 0"2' - 0"TINSTALL LOCK AND FALL PROTECTIONScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COMAs indicated11/9/2021 12:28:42 PMA102Elevations20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander Bocharnikov1/4" = 1'-0"1Front1/8" = 1'-0"2Right1/8" = 1'-0"3Rear1/8" = 1'-0"4LeftALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.Secure door closed until deck isconstructed with a separate permit. UPDWFLEX ROOM8' 9 1/2" CEILING9'9" X 14'0"CARPET FLOORMECH ROOMFAMILY ROOM8' 9 1/2" CEILING28'7" X 15'4"CARPET FLOORBARNOOKSTORAGEFURNACEHEAT RISERSGUEST BEDROOM8' 9 1/2" CEILING10'7" X 10'11"CARPET FLOORUNEXCAVATEDUNEXCAVATED18' - 6"21' - 0"13' - 6"53' - 0"2' - 0"28' - 0"15' - 6"6' - 0"51' - 6"22' - 0"6' - 0"2' - 0"4' - 8"38' - 10"6' - 0"15' - 5"7' - 8"15' - 9"16' - 6"19' - 6"6' - 0"11' - 0"53' - 0"3' - 5"2' - 9"36" X 66"60" X 66"36" X 66"36" X 84"(2) -36" X 66"30" X 80"36" X 66"30" X 80"28" X 80"28" X 80"WCBATHTILE FLOOR32" X 60" TUB/SHOWERTV28" X 80"30" X 80"30" X 80"1A1078" OF 6" POURED40" OF 8" POURED20" X 8" CONC. FTG.40" OF 8" POURED20" X 8" CONC. FTG.GARAGE DOOR ABOVECONC. PAD 20" W. X 8" D.UNDER BEARING WALL TYP.NOTE: 2X4 BEARING WALL2" LEDGE60" VANITYSDSDAIREXCHANGERFANSUMPPUMPFD1/2" GYP. BD.BOTTOM OF STAIRCASE& WALLS BELOW STAIRS18" ENG. WEB TRUSSES @ 19.2" O.C.34"-38" HIGH HANDRAIL36" HIGH RAILING40" OF 8" POURED20" X 8" CONC. FTG.144" OF 8" POURED20" X 8" CONC. FTG.5/8" GYP. BD. CEILINGUP TO 80 SQ NO CEILINGGIRDER TRUSSWATERHEATER24" X 24" X 12" DEEP CONC. FTG.W/ (2) #4 REBAR EACH WAYCARPETSTAIRSGARAGE DOOR ABOVE8" OF 6" POURED40" OF 8" POURED20" X 8" CONC. FTG.8' 9 1/2" CEILING12'9" X 6'0"CARPET FLOOR108" OF 8" POURED20" X 8" CONC. FTG.FOOTING STEP T.B.D. ON SITE8" OF 6" POURED100" OF 8" POURED20" X 8" CONC. FTG.40" OF 8" POURED20" X 8" CONC. FTG.8' - 10"7' - 8"9' - 9"9' - 9"2' - 4"3' - 8"0' - 2"0' - 2"0' - 2"0' - 2"0' - 2"0' - 2"18" ENG. WEB TRUSSES @ 19.2" O.C.18" ENG. WEB TRUSSES @ 19.2" O.C.0' - 2"0' - 2"4' - 0"7' - 2"5' - 6 1/2"4' - 4"11' - 3 1/4"6' - 4 1/4"3' - 3"2 PLY 9 1/4" LVL (FLUSH)2 PLY 11 7/8" LVL 2 PLY 9 1/4" LVL HDR.FOOTING STEP T.B.D. ON SITE108" OF 8" POURED20" X 8" CONC. FTG.40" OF 8" POURED20" X 8" CONC. FTG.144" OF 8" POURED20" X 8" CONC. FTG.108" OF 8" POURED20" X 8" CONC. FTG.CMSDCM1A1065' - 0"2 PLY 9 1/4" LVL HDR.SOLID BLOCKING @ BEARING POINTS TYP.SOLID BLOCKING @ BEARING POINTS TYP.SOLID BLOCKING @ BEARING POINTS TYP.1' - 11"5' - 5"3' - 6"9' - 7"1A1082A107ScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM1/4" = 1'-0"11/9/2021 12:28:42 PMA103Basement Level20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander BocharnikovALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.1/4" = 1'-0"1Foundation / Basement LevelUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DWREF.OVENUPUP3 CAR GARAGELIVING ROOM8' - 6"28' - 0"2' - 0"5' - 0"15' - 1"3' - 10"3' - 10"15' - 9"30' - 0"15' - 6"6' - 0"11' - 6"7' - 0"21' - 0"13' - 6"9' - 5"5' - 8"1' - 6"38' - 6"6' - 0"16' - 6"19' - 6"6' - 0"11' - 0"53' - 0"24' - 0"9' - 5"5' - 4"6' - 9"8' - 6"2' - 6"16' - 0"2' - 6"1' - 6"10' - 0"2' - 0"8' - 10"7' - 8"9' - 9"9' - 9"2' - 0"HEAT RISER5' - 0"6' - 6"3' - 5"5' - 4"6' - 9"2' - 9"3' - 3"FOYEROFFICEDINING ROOM1' - 6"BENCHSHOE RACKLOCKERSBUILT INBUILT INGAS FIREPLACEPORCH10' 1 1/8" CEILING18'5" X 10'0"WOOD FLOOR6" BOX VAULTED CEILING16'6" X 15'4"WOOD FLOOR10' 1 1/8" CEILING10'5" X 8'9"WOOD FLOOR10' 1 1/8" CEILING7'2" X 13'0"WOOD FLOORPANTRYWALK IN CLOSETMUDROOM51' - 6"1A1071A106GIRDER T.B.D. BY TRUSS MANUFACTURERGIRDER T.B.D. BY TRUSS MANUFACTURERGIRDER TRUSST&G WOOD CEILING4" CONC. FLOORSECOND FLOOR CANTILEVERENG. ROOF TRUSSES @ 24" O.C.4" CONC. SLAB5/8" TYPE-XGYP. BD. ONNOTED WALLS10' X 9' O.H. GARAGE DOOR3 PLY 11 7/8" LVL HDR.5/8" GYP. BD.16' X 8' O.H. GARAGE DOOR2 PLY 11 7/8" LVL HDR.(2) -36" X 84"2 PLY 9 1/4" LVL (FLUSH)5' - 9"5' - 9"3' - 6"3' - 6"1' - 4"1' - 4"3' - 10"1' - 10"6X6 POST FRAMED OUT TO 16"X 16" COLUMN (2) -2X12 BEAM42" X 96"56" X 96"28" X 96"28" X 96"30" VANITYWC24" X 60"BATHWOOD FLOOR2 PLY 11 7/8" LVL (FLUSH)CMSDCM7' - 11"3' - 6"2' - 2"GIRDER TRUSS2 PLY 9 1/4" LVL (FLUSH)OPTIONAL DECORATIVE BEAMS60" X 84"36" X 84"36" X 84"36" X 84"36" X 84"60" X 84"36" X 84"36" X 96"TEMPERED GLASS DOOR24" X 60"2' - 0"32" X 96"20 MIN.RATED DOOR32" X 96"OPENING36"36"36" SINK24"24"27"24"30"30"24"36" RANGEHOOD28" X 96"INSTALL LOCK AND FALL PROTECTION6' - 0 1/4"4' - 6"4' - 6"0' - 4 1/2"0' - 4 1/2"0' - 4 1/2"0' - 4 1/2"2 PLY 9 1/4" LVL HDR.28" X 96"POCKET4' - 0"4' - 0"4' - 0"5/8" GYP. BD.5/8" GYP. BD.ENG. ROOF TRUSSES @ 24" O.C.18" ENG. WEB TRUSSES @ 19.2" O.C.18" ENG. WEB TRUSSES @ 19.2" O.C.18" ENG. WEB TRUSSES @ 19.2" O.C.18" ENG. WEB TRUSSES @ 19.2" O.C.RADON53' - 0"TILE FLOORTILE FLOOR2' - 9 1/2"10' - 6 1/4"2' - 5 1/4"36" X 24"36" X 24"6' - 10 1/4"4' - 3 1/2"5' - 3 3/4"5' - 10"KITCHEN10' 1 1/8" CEILING14'9" X 16'10"WOOD FLOORScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM1/4" = 1'-0"11/9/2021 12:28:43 PMA104Main Level20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander BocharnikovALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.1/4" = 1'-0"2Main LevelPFHPFHPFHCS-PFVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. BEDROOM 46' - 7"9' - 2"11' - 4"4' - 6"7' - 2"4' - 4"1' - 6"9' - 2"6' - 0"4' - 8"5' - 8"11' - 0"11' - 0"14' - 0"6' - 0"12' - 6"9' - 6"9' - 10"4' - 0"7' - 6"5' - 8"14' - 6"6' - 0"15' - 9"7' - 8"13' - 7"4' - 0"6' - 3"6' - 4"3' - 0"BEDROOM 3BEDROOM 2MASTER SUITE2' - 0"2' - 0"47' - 0"5' - 9"5' - 3"1' - 11"3' - 10 1/2"3' - 10 1/2"1' - 4"7' - 0"7' - 0"2' - 8"3' - 4"16' - 6"19' - 6"6' - 0"42' - 0"11' - 4"5' - 2"9' - 9"9' - 9"5' - 10"5' - 6"NICHENICHE42' - 0"W.I.C.W.I.C.W.I.C.W.I.C.LAUNDRYBATHMASTER BATHLOFT9' 1 1/8" CEILING10'7" X 15'0"CARPET FLOOR9' 1 1/8" CEILING13'9" X 12'10"CARPET FLOOR9' 1 1/8" CEILING16'5" X 11'9"CARPET FLOOR9' 1 1/8" CEILING16'3" X 14'5"CARPET FLOORBUILT IN OR SITTING AREA5' - 2"5' - 6"3' - 4"3' - 3"1A10722" X 34" ATTIC ACCESSSDCMSDCM36" X 66" FREE STANDING TUBCUSTOM SHOWERC.T. FLOOR AND WALLSGLASS DOORWC36" HIGH RAILINGENG. ROOF TRUSSES @ 24" O.C.FANGIRDER TRUSS30" X 80"36" VANITY72" VANITY32" X 60" TUB/SHOWERTILE FLOOR24" SINK CABINETTILE FLOOR24" X 36"TEMPERED24" X 36"24" X 36"(2) -36" X 66"2 PLY 9 1/4" LVL HDR.(2) -36" X 72"2 PLY 9 1/4" LVL HDR.(2) -36" X 66"2 PLY 9 1/4" LVL HDR.WASHERDRYER30" X 80"30" X 80"36"36"24"24"GIRDER TRUSSSDCMSDCMSDSDSDSDSDSDSDSD30" X 80"28" X 80"28" X 80"FANFANFANBATHTILE FLOOR60" X 60" TEMPERED5' - 5 3/4"4' - 4 1/4"24" X 36"WCWC28" X 80"32" X 60" TUB/SHOWER36" X 72"0' - 4 1/2"0' - 4 1/2"36" X 72"60" X 72"11' - 4"5' - 5 1/4"6' - 2 3/4"4' - 4"6' - 2"8' - 6"28" X 80"36"24"28" X 80"28" X 80"28" X 80"28" X 80"POCKET28" X 80"135.00°48" X 120"TEMPERED3' - 10"3' - 10"11' - 0 1/2"1A10632" X 80"RADON28" X 80"DOUBLE WALLScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM1/4" = 1'-0"11/9/2021 12:28:44 PMA105Upper Level20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander BocharnikovALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.1/4" = 1'-0"1Upper Level-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. Foundation /Basement Level-10' -4 1/4"Main Level0' -0"T.O. Main Level10' -1 1/8"Upper Level11' -7 7/8"T.O. Upper Level20' -9"T.O. Foundation-1' -8 1/4"1A107R-49 BLOW IN INSUL.4 MIL. POLY. V.B.5/8" GYP. BD.4" CONCRETE SLAB OVER6 MIL. VAPOR BARRIEROVER 4" GRANULAR COMPACTED FILL3/4" OSB SUBFL.5/8" GYP. BD. CEILING3/4" OSB SUBFL.5/8" GYP. BD. CEILINGDRAIN TILE TO SUMP PUMP4" CONCRETE SLAB OVER6 MIL. VAPOR BARRIEROVER 4" GRANULAR COMPACTED FILL5/8" TYPE X GYP. BD.ENG. ROOF TRUSSES @ 24" O.C.STAIRCASE NOTES:#1 Treads must be a minimumof 10”and risers must be amaximum of 7 3/4”forresidential stairs.#2 Handrail must be 34”to38”above nose of treadand must terminate atwall or newel post.#3 Space between guardsmust be less than 4”.#4 Guards must be at least 34”highwhen measured vertically fromnose of tread and 36”high onopen sides of landings over 30”above floor or grade below.#5 Handrail grip size must be 1 ¼”min. to 2 5/8”max. diameter.#6 Nosing on stair treadsmust not exceed 1 1/4”,radius on edge of nosingnot to exceed 9/16”36" HIGH RAILING34" -38" HIGH HANDRAIL2X8@16"2X8@16"1/2" GYP.BD.1/2" GYP.BD.0' - 7 5/16"0' - 10"0' - 10"0' - 7 3/8"11' - 9 3/8"9' - 1 1/8"1' - 6 3/4"10' - 1 1/8"1' - 6 3/4"8' - 9 1/2"0' - 10 1/2"ScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM1/4" = 1'-0"11/9/2021 12:28:45 PMA106Section20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander BocharnikovALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.ROOF :VENT ROOF 1/300 TH. VALLEYS &ALL ROOF/WALL INTERSECTIONS30 YR ARCHITECTURAL ASPHALTIC SHINGLES15# ASPHALT FELTICE & WATER SHIELD (FIRST 6'-0" AND ALL VALLEYS AS PER CODE)ENG. ROOF TRUSSES @ 24" O.C.1/2" PLYWD. SHTG. W/ CLIPSAIR CHUTE (PROVIDE UNOBSTRUCTED AIR FLOW)(R-49) BLOW IN INSULATION4 MIL. POLY VAPOR BARRIER5/8" GYP. CEILING BD.FASCIA :2X6 SUB FASCIA6" ALUMINUM FASCIAALUMINUM VENTED SOFFITWALL :1/2" GYP. BD. TYP.4-MIL. POLY VAPOR BARRIER(R-20) FBGLS. BATT INSULATION2X6 STUDS @ 16" O.C.7/16" OSB SHEATHINGTYVAKE HOUSE WRAPSIDING PER ELEVATION20" X 8" CONC.FTG. W/ (2) #4 REBAR 5000 PSI MIN COMPRESSIVE STRENGTHRIM 7/16" OSB RIM SHEATHINGTREATED 2X8 SILL PLATE & SILL SEAL TYP.(R-20) CLOSED SELL FOAM INSUL. RIMDURASEAL OR SAME QLTY.FOUNDATION1/2" DIAMETER A.B. W/ 7" MIN. EMBEDDED & 2" SIDE X 1/8" THICK SQUARE OR ROUND COUNTERSINK WASHERS @ 48" AND WITHIN 12" FROM EACH CORNER & WINDOW WELL(R-10) 2" (XPS) FOAM INSULATION COMPLYING WITH ASTM C5786 MILL CONTINUOUS SLIP SHEET TO TOP OF CONCRETE WALLASPHALT EMULSION PAINT WATERPROOFINGWEATHER RESISTANT OPAQUE PROTECTIVE COATING TO 6" BELOW GRADE MIN.DRAIN TILE TO SUMP PUMP8" X 108" POURED IN PLACE CONCRETE WALLHORIZONTAL 3 ROWS OF #4VERTICAL #6 36" O.C.2X4 CONTINUOUS RIBBON BD.1/4" = 1'-0"1House Section Foundation /Basement Level-10' -4 1/4"Main Level0' -0"T.O. Main Level10' -1 1/8"Upper Level11' -7 7/8"T.O. Upper Level20' -9"T.O. Foundation-1' -8 1/4"1A1060' - 6 1/4"ENERGY HEEL11' - 9 3/8"GIRDER TRUSSGIRDER TRUSS0' - 10 1/2"ENERGY HEELENERGY HEEL0' - 10 1/2"8' - 9 1/2"1' - 6 3/4"10' - 1 1/8"1' - 6 3/4"9' - 1 1/8"4" / 1'-0"6" / 1'-0"6" / 1'-0"4" CONCRETE SLAB OVER6 MIL. VAPOR BARRIEROVER 4" GRANULAR COMPACTED FILLDRAIN TILE TO SUMP PUMPWOOD STEPS7 3/4" MAX RISER10" MIN. TREADR-30 FBGLS. BLOWN IN INSUL.4 MIL. POLY. V.B.5/8" TYPE X GYP. BD.5/8" TYPE X GYP. BD.ENG. ROOF TRUSSES @ 24" O.C.2" LEDGE18" ENG. WEB TRUSSES @ 19.2" O.C.18" ENG. WEB TRUSSES @ 19.2" O.C.Foundation /Basement Level-10' -4 1/4"Main Level0' -0"T.O. Main Level10' -1 1/8"Upper Level11' -7 7/8"T.O. Upper Level20' -9"T.O. Foundation-1' -8 1/4"2' - 0"0' - 7"0' - 10"2' - 0"R-30 SPRAY FOAM INSUL.@ CANTILEVERED AREA TYP.2 LAYERS OF ICE & WATER MIN.TO SEPARATE WOOD FROM CONC.T&G WOOD CEILING(2) -2x12 BEAM4" CONCRETE SLAB2" LEDGESAND FILLENG. ROOF TRUSSES @ 24" O.C.5" / 1'-0"4" / 1'-0"ScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM1/4" = 1'-0"11/9/2021 12:28:45 PMA107Detail Page20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander BocharnikovALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.1/4" = 1'-0"1House / Garage Section1/4" = 1'-0"2Front Porch Section Foundation /Basement Level-10' -4 1/4"T.O. Basement-1' -6 3/4"Main Level0' -0"T.O. Main Level10' -1 1/8"Upper Level11' -7 7/8"T.O. Upper Level20' -9"T.O. Foundation-1' -8 1/4"SEALED SUMP BASKET4" PERFORATED DRAINTILE W/FILTER FABRIC8"X16" ROCK TRENCHMIN 6 MIL OR 3 MIL CROSSLAMINATED POLY SHALL BELAPPED 12" AND PLACED BELOWTHE SLAB AND ON TOP OF 4" MIN. SAND GASPERMEABLE LAYERSEAL ALL JOINTSBETWEEN SLABAND FOUNDATION WALLALL PIPE JOINTS AND FITTINGSTO BE GLUED OR TRANSITIONCOUPLINGSSEAL ALL FLOOR OPENINGSINSTALL LABEL READING (RADON REDUCTIONSYSTEM) ON THE VENT PIPE AT EACH FLOORAND IN ACCESSIBLE ATTICSALL CONTROL JOINTS, ISOLATION JOINTSCONSTRUCTION JOINTS AND ANY OTHERJOINTS IN CONCRETE SLABS SHALL BESEALED WITH CAULK OR SEALANTPROVIDE SPACE FOR FUTUREINSTALLATION OF A FAN*MIN. 24' DIAMETER CENTERED ONTHE AXIS OR THE VENT STACK*MIN. VERTICAL DISTANCE 36"LIGHT FIXTURE IN ATTIC AREAINSTALL LIVE OUTLET IN ATTIC WHEREFUTURE FAN MAY BE INSTALLED3" MIN. ABS OR PVC OR EQUIVALENTGAS TIGHT PIPEScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM1/4" = 1'-0"11/9/2021 12:28:46 PMA108Passive Radon Detail20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander Bocharnikov1/4" = 1'-0"1Passive Radon DetailALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS. ScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM11/9/2021 12:28:47 PMA109Braced Wall Notes20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander BocharnikovALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.Portal Frame Wall DetailMethod PFHBraced Wall Panel Floor Blocking DetailBraced Wall Panel Roof Blocking DetailWall Corner DetailPortal Frame Garage Wall DetailMethod CS-PF UPUPUPUPDWUPBWL -1BWL -ACS-WSPBWL -CBWL -BCS-WSPWSPBWL -2CS-WSPCS-WSPCS-WSPCS-WSPCS-WSPGSGSCS-PFBWL -4CS-WSPPFHCS-WSPWSPCS-WSPGSGSPFHPFHCS-WSP30' - 0"15' - 6"6' - 0"3' - 0"3' - 0"4' - 0"20' - 0"4' - 0"11' - 6"4' - 0"2' - 0"GS4' - 0"11' - 6"8' - 0"2' - 9"6' - 0"2' - 9"7' - 0"2' - 6"16' - 0"2' - 6"11' - 6"2' - 0"8' - 6"10' - 0"8' - 0"10' - 4"5' - 2"6' - 0"38' - 6"7' - 0"4' - 3 1/2"7' - 6 1/4"11' - 5"3' - 0 1/4"8' - 3"4' - 0"53' - 0"6' - 6"11' - 6"42' - 0"11' - 0"3' - 10 1/2"11' - 9"3' - 10 1/2"6' - 0"2' - 11 1/2"11' - 9"2' - 4"BWL -3BWL -1BWL -ABWL -BCONCRETE WALLBWL -3CS-WSPCONCRETE WALLUNEXCAVATEDUNEXCAVATEDCONCRETE WALLCONCRETE WALLCS-WSPCS-WSPCS-WSPBWL -242' - 0"2' - 11 1/2"11' - 9"2' - 4"4' - 0"11' - 6"4' - 0"6' - 0"16' - 4"22' - 4"6' - 0"3' - 0"3' - 0"16' - 4"25' - 4"42' - 0"GS8' - 0"9' - 8"23' - 6"BWL -1BWL -ABWL -BBWL -2CS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSPCS-WSP2' - 10"10' - 2"4' - 0"18' - 6"6' - 6"42' - 0"39' - 0"2' - 0"37' - 0"4' - 0"7' - 11 1/4"4' - 0"17' - 0 3/4"4' - 0"42' - 0"2' - 9"6' - 0"2' - 9"10' - 6"4' - 0"13' - 8"2' - 4"CS-WSPCS-WSPCS-WSP39' - 0"4' - 0"14' - 11 3/4"4' - 0"12' - 0 1/4"4' - 0"ScaleProject numberDateDrawn byAVA STUDIO4332 BROOKSIDE AVE, ST LOUIS PARK, MN 55436PHONE 612 532 8159EMAIL AVASTUDIO.AB1@GMAIL.COM1/8" = 1'-0"11/9/2021 12:28:48 PMA110Braced Wall Plans20437Lakeville MN20437 Hamburg Ave3/18/2021Alexander Bocharnikov1/8" = 1'-0"2Main Level Copy 1ALL PLANS ARE TO BE REVIEWED BY THE GENERALCONTRACTOR AND THE MUNICIPAL BUILDING OFFICIAL PRIOR TO CONSTRUCTION.AVA STUDIO LLC. IS NOT RESPONSIBLEFOR ANY PROBLEM AS A RESULT OF AN ERROROMISSION ON THESE PLANS.1/8" = 1'-0"3Foundation / Basement Level Copy 1Where floor or roof framing members are perpendicular to exterior braced wall lines above or below,solid blocking shall be provided between the framing members at braced wall panel locations to permitfastening of wall plates in accordance with and shall extend to within 2 inches of the bottom side of the roofsheathing and shall be fastened in accordance with Table R602.3(1).Solid blocking to be provided @ floor trusses below braced wall panels.All framing and foundations shall be shored and temporarily braced as required by thecontractor and all minimum nailing shall be in accordance with IRC Table R602.3(1). Lumber shall beminimum #2 SPF with treated lumber to be #2 S. Pine and engineered lumber to have Fb = 2600 psi with E =2.0. Assume all lumber is of good quality and does not have large splits and checks andshall be visually inspected by the contractor at the time of construction. All fasteners in contact with treatedlumber shall be G185 hot dipped galvanized or equal.General Bracing NotesBraced Wall Plan AbbreviationsBWL. -Braced Wall LineBWP. -Braced Wall PanelCS-WSP. -Continuously sheathed wood structural panelGS. -Wall Panels sheathed w/gypsum board both facesPFH. -Portal Frame with HoldowndsPFG. -Portal Frame Garage CS-PF. -Continuous Portal Frame WSP. -Intermittent wood structural panelHD. -Hold DownTT. -Tension Tie1/8" = 1'-0"1Upper Level Copy 1 Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014