HomeMy WebLinkAboutLA191642 - 17858 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
Nick Reimler
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
19GENERAL NOTES:1. ALL DOOR AND WINDOW HEADERS TO BE S.P.F. #2 OR BETTER, SEE PLANS FOR SIZES.2. HOUSE TO BE BUILT PER CURRENT I.R.C. CODES.3. VERIFY GRADES AND ADJUST FOUNDATION/FOOTING STEPS AS NEEDED.4. SEE PLANS FOR CEILING HEIGHTS5. 4' HIGH POURED FDN. WALLS STD.6. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING AND FOUNDATION.7. ALL TRADES & SUPPLIERS TO REVIEW & VERIFY INFORMATION PERTINENT TO THEIR WORK AND NOTIFY CONST. OF ANYDISCREPANCIES PRIOR TO CONSTRUCTION.8. NOTED CABINET SIZES ARE +/- AND TO BE FIELD VERIFIED.9. TRADES TO VERIFY BASE AND TRIM SIZE PRIOR TO CONSTRUCTION.10. ALL WALLS MORE THAN 10' H. TO BE S.P.F. #2 OR BETTER. 11. EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY:HOME SITE, FILL AND TOPOGRAPHY WILL DICTATEACTUAL GRADES AND MAY VARY FROM THOSE SHOWN ON THE PLAN.12. NOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTSOFSHEET07-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XXLOT 3, BLOCK 10 SUMMER'S CREEK
17858 HAMBURG DR. LAKEVILLE, MN
"NANTUCKET" 1650 VILLA HOME
MARK ELLIOTT HOMES1-7-2021 PERMIT1-7-2021 REDLINES5-24-21 GARAGE6-1-21 CALCSREAR ELEVATIONSCALE: 3/16" = 1'-0"FRONT ELEVATIONSCALE: 1/4" = 1'-0"SEE ROOF PLAN FORROOF PITCHES ANDOVERHANGS25'-6"CONC. PORCH4" TRIM TYP.6:12ALUM. SOFFIT& FASCIA30 YR. ARCH. ASPHALT SHINGLES 6" TRIM9'-1 1/8"T.O. SUBFLR.T.O. PLATE 1'-8 1/4"T.O. FDN.9'-1 1/8"@ GARAGET.O. PLATE 121212122'-6"T.O. (2) 3054 SH (BLACKENED)12" CANT.10" TRIMC/LLP SMARTSIDEBOARD & BATTENT.O. FDN.10'-4"FP CHASE24"x60" FALSELP PANEL14" LP COLUMN
14" LP COLUMN
14" LP COLUMN
6'-9"
1'-6"@ GARAGE12" SHINGLED EYEBROW10" LP WRAP HEADER2x OVER 6" TRIM2x OVER 6" TRIMSTONE TOTAL: 88 SQ. FT. (31.3%)TOTAL SQ. FT.: 269 SQ. FT.MATERIAL CALCULATIONS: FRONT ELEV.LP LAP SIDING TOTAL: 30 SQ. FT. (10.7%)LP B&B TOTAL: 129.3 SQ. FT. (46.0%)LP PANEL: 34 SQ. FT. (12.1%)STONE TOTAL: 142 SQ. FT. (9.8%)TOTAL SQ. FT.: 1,900MATERIAL CALCULATIONS: ALL ELEV.LP LAP SIDING TOTAL: 1112 SQ. FT. (76.4%)LP B&B TOTAL: 168 SQ. FT. (11.6%)LP PANEL: 34 SQ. FT. (2.3%)WFPT.O. PLATE9'-1 1/8"T.O. SUBFLR.T.O. FDN.1'-8 1/4"12" CANT.WFPWFPWFPSEE ROOF PLANFOR PITCHES ANDOVERHANGSALUM. SOFFIT& FASCIA6:12LP SIDING PER SPECSMETAL CORNERS4" VINYL TRIM @ WDWS. & DOORS TYP.10" TRIMConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode06/01/2021dmathews
EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY:
HOME SITE, FILL AND TOPOGRAPHY WILL DICTATE
ACTUAL GRADES AND MAY VARY FROM THOSE
SHOWN ON THE PLAN.2 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
OF
SHEET
SIDE ELEVATION
SIDE ELEVATION
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
ALUM. SOFFIT
& FASCIA
12
6
T.O. PLATE
9'-1 1/8"T.O. SUBFLR.
T.O. FDN.1'-8 1/4"12
6
10" TRIM
12" CANT.
FP VENT
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
12:12
14" LP COLUMNLP SIDING
PER SPECS
LP CORNERS
4" LP TRIM @ WDWS. & DOORS TYP.
@ GARAGE
9'-1 1/8"T.O. FDN.A/C UNIT
T.O. PLATE
9'-1 1/8"T.O. SUBFLR.
T.O. FDN.1'-8 1/4"10" TRIM
LP CORNERS
4" LP TRIM @ WDWS. & DOORS TYP.
12
6
12
6
LP SIDING
PER SPECS
T.O. PLATE
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
8" TRIM
12:12
12:12
SCALE: 3/16" = 1'-0"
FOUNDATION PLAN
3 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
OF
SHEET
A/C UNIT
w/ BRACKET
FURN
F.D.
WH
MECH. / STORAGE
WS FUT. 3068F
U
T
.
2
6
6
8
FUT. BDRM. #5 FUT. FAMILY ROOM
R.I. BATH
FUT. 36" V.
CONC.
H.B.
H.B.
2" LEDGE TYP.
TO PROVIDE ADD'L.
SUPPORT FOR
FILL FOR SLAB
TYP. FND @ HOUSE / GARAGE
10" POURED CONC.
W/ 4" LEDGE INSIDE
20X8 CONC. FTG.
2" FOAM
SUMP
H20
4" LEDGE
TYP. FND @ STOOP
10" POURED CONC.
W/ 4" LEDGE INSIDE
20X8 CONC. FTG.
UNEXCAVATED
2"
NOTE: NO DRYWALL @ CLG.
REQUIRED IN THIS AREA -
FIRE BLOCK @ PERIMETEROF OPNG. (80 SQ. FT. MAX.)
6"2"
RADON VENT TO
TERMINATE IN SUMP BASKET
GARAGE/HOUSE
COMMON WALL
SEE FIRST FLOOR FOR
GARAGE DOOR SIZE FOR M.O.
NOTE:
4" LEDGE
2"CONC.
CONC.
3 1/2'' CONC. FLOOR
TYP. FND @ HOUSE
8" POURED CONC. (9' H.)
20X8 FTG
REBAR PER CODE
TYP. FND @ BRG. WALL
2x4 STUDS 16" O.C.
16X8 FTG
REBAR PER CODE
4" CONC. CURB
KITCHEN ISLAND ABV.
FLR. TRUSS CO. FUT. 2
468
OPT.
2-2x10 (DR)
5/0 BI-PASS
(9'-0"x11'-10")
(25'-62"x12'-6")
RADON VENT
NOTE: EXTERIOR HOUSE AND GARAGE/HOUSE
COMMON FDN. WALLS TO BE HELD 2'' IN.
DIMENSIONS SHOWN ARE TO FACE OF 2''
EXTERIOR RIGID INSULATION & FRAMING ABOVE
TO BE 5000 PSI CONC.
NOTE: ALL FOOTINGS
2'' MIN.
2x8 TREATED
SILL-OVERHANG
FDN. 1 1/2''8"2"
TYP. SIDE
WALL DETAIL
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.)
8'-4" POURED FDN.
APPROX. 1,634 NET SQ. FT.
FILL FOR SLAB
UP 17 R (10" T.,
7-3/4" MAX. R.)56'-0"6'-0"50'-0"56'-0"33'-0"19'-4"13'-8"8'-0"14'-6"2'-6"40'-0"
19'-6"
13'-0"6'-0"
& HOUSE/PORCH 18" FLR. TRUSSES19.2" O.C. SPACING3-9 1/2" LSL (DR)
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.) FUT. 206832x60FUT.TUB / SH SMOKECM / 12" CANT. ABV.2x6 BRG.2x6 BRG.18" FLR. TRUSSES19.2" O.C. SPACING9'-4"' H. FOUND. WALL
@ FRONT OF HOME
NOTE:
9'-4" H. FOUND. WALL@ FRONT OF HOME
NOTE:
w/ TOP HUNG TRUSSES
w/ TOP HUNG TRUSSES
9'-4" H. FOUND. WALL
@ FRONT OF HOME
NOTE:
w/ TOP HUNG TRUSSES
11'-1 1/2"3'-2 1/2"9'-9 3/4"15'-10 1/4"
11'-8 3/4"3'-2"1'-3"3'-0"7'-10"13'-0 1/4"3'-9"3'-10"7'-1 1/2"21'-3"11'-6"17'-3"9'-1 1/2"10'-4"
30"x30" CONC.PAD FTG.
6x6 COL.
2-2x10 (DR)
2-2x10 (FL)
(2) TR
3-9 1/2" LSL (DR)5'-5"2'-11"2'-9"
2" FOAM
8"18" FLR. TRUSSES19.2" O.C. SPACINGREBAR PER CODE
2" RIGID INSUL. (INSIDE)
CONC. FOUND. WALLS
2x6 STUDS @ 16" O.C. ON
20"x8" CONT. CONC. FTGS.
4'-0" H. x 8" W. POURED
EXTERIOR WALK-OUT WALLS
1 TRTD. PLATE ON2"2"2"2"
40'-0"
8'-10"11'-6"12'-11"6'-9"
2'-4"22'-6"6"4"
10"
2x8 TREATED SILL
OVERHANG FDN. 2''
GARAGE SLAB
2'' RIGID INSUL.
MAIN FLR
6"21'-0"
6'x6'-8" PATIO DR.4060 SH @ 7'3660 SH @ 7'4860 PICT. @ 7'3660 SH @ 7'
2-9 1/2" LSL 2-9 1/2" LSL
2-9 1/2" LSL (CONT.)
4 1/2"4 1/2"
Interior BWP Above
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
SCALE: 3/16" = 1'-0"
MAIN FLOOR PLAN
4 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
OF
SHEETP.H.TBTR
DW
GAS RANGEMICRO ABV.
FLUSH OH.
LNDRY.
DRYERWASHER
9' CLG. / LVP
WIRE SH.
29
(OPT. UPPERS)
39
(VENT TO OUTSIDE)
NOTE:
- STD. BASE & CASING TO BE PRINCETON
- 1/2 WALL w/ WD. CAP & INVERTED CASING
NOTE:
2X6 EXT. WALLS U.N.O.
2X4 INT. WALLS U.N.O.
- 42" UPPER CABINETS
DOOR ROUGH OPENINGS:
83" HEIGHT
82" OVER VINYL
CERAMIC TILE & WOOD
82" OVER CARPET
SRO = SHEET ROCKED OPNG
BIFOLD DOORS:
PREHUNG UNITS:
2" WIDER THAN DOOR
(EXAMPLE: 2668 )
1 3/8" WIDER THAN DOOR
FINISH SIZE NOTED ON PLAN
CO = CASED OPENING ( WOOD )
(EXAMPLE: 2668 )
FINISH SIZE NOTED ON PLAN
RO. 1 1/2" WIDER, 83" HIGH
R.O. 1" WIDER, 83" HIGH
PER SPECS
DRIVEWAY
NOTE:
REF.
49
KITCHEN
9' CLG. / LVP
12'-3" x 12'-6" (155 SQ. FT.)
59 BUILT-INS79
LVL
GREAT ROOM
9' CLG. / LVP FLR.36" GAS F.P.12'-8" x 13'-0" (167 SQ. FT.)
/ LVP
42" W. CONC. SIDEWALK OPT.FIBRGLS.
60x36 SHWR.
UNIT
5'-0"210682-9 1/2" LSL2x6 FOYER
9' CLG. / LVP
6'-11" x 7'-1" (51 SQ. FT.)
PORCH
CONCRETE
O. BATH
9' CLG. / VIN.
2x6 WALLS U.N.O.
4" SLOPED CONC.
GARAGE CEIL. TO BE 5/8" TYPE 'X'GYP. BD. WALLS TO BE 1/2" GYP.SHEATHING. ALL WALLS & CEILINGS TOHAVE ONE COAT FIRETAPE
GARAGE
SLOPE CONC.6'x8' PATIO DR.
16'x7' O.H.D.
R.O. 16'-1" FRAMING
O. CLST
8' CLG. /
CARPET36" VAN. BATH 2
BEDROOM #2
2
6
6
8 3648 SH @ 8'9' CLG. / CARPET
9' CLG. / VIN.
1/2 WALL w/ WD. CAP MANUF. TRUSSES24 O.C.OPT. BUFFET CABS.(12'-0"x12'-0")
EXTERIOR FLOOR PLAN DIMENSIONS
ARE TO OUTSIDE OF SHEATHING, INTERIOR
DIMENSIONS ARE TO FRAMING.
NOTE:
ALL DRS/ WIN.'S REQUIRE
4" ON SIDES FOR CASING
NOTE:
2X6 EXT. WALLS U.N.O.
2X4 INT. WALLS U.N.O.
HEADER SPANS:
UP TO 4'-11'' = 1 TRIMMER
5'-0'' AND BIGGER = 2 TRIMMERS
UNLESS NOTED OTHERWISE
INDICATES LOCATION OF SOLID BRG.32x60FGLS.TUB / SH (134 SQ. FT.)
OWNERS BDRM.
9' CLG. / CARPET
(12'-6"x13'-0")
(164 SQ. FT.)
SMOKECM /
SD
2 - 4072 SH @ 8'
UP 17 R (10" T.,
7-3/4" MAX. R.)
2x6
8/0 H. SOFFIT
MANUF. TRUSSES
24 O.C.ATTICACCESSAPPROX. 465 SQ. FT.
MUDRM.
9' CLG.
/ LVP
BENCH /
APPROX. 9'-0'' CLG. @ MAIN LEVEL
APPROX. 1,634 SQ. FT.
HOOKS3068 MTL.3080 MTL.R&SH2668R&SH24682668 2068
R&SH
R&SHLINEN
SH.
9' CLG. / CARPET
9' CLG. 8' SOFFIT2
8
6
8
8' SOFFIT
(5) SH.
(5) SH.
9' CLG. / LVP
2
6
6
8R&SHR&SH36" VAN. LIN.CAB. 30683068 PKT.FLDG. C'TOP.(OPEN UNDER)2 - 4072 SH @ 8'60" VAN. DINING
9' CLG. / LVP FLR.10'-0" x 9'-0" (90 SQ. FT.)
3672 SH @ 8'3672 SH @ 8'4872 PICT. @ 8'MANUF. TRUSSES24 O.C.40'-0"
8'-10"11'-6"12'-11"6'-9"56'-0"6'-0"50'-0"5'-0 1/2"5'-5 1/2"12'-8 3/4"7"3'-11"5'-2 1/2"4'-4 3/4"6'-2 1/4"6'-6 1/2"56'-0"6"22'-6"3'-2"8'-8 3/4"11'-9 3/4"5'-3 3/4"8'-0"14'-6"2'-6"40'-0"
19'-0"21'-0"
13'-0"6'-0"
6'-6"6'-6"
10'-6"10'-6"
RADON VENT
2x6 PA
2-7 1/4" LSL (DR)LP SOFFIT
SD
SMOKE
CM /
OPT. VAULT
69
19
BUILT-INSOPT.OPT. 2-2668 PKT.2'-4 1/4"1'-10 1/2"2424 PICT. @ 8'2424 PICT. @ 8'2'-0 1/2"2'-0 1/2"or 3068 BARN DR.OPT. EXP.ISLAND
LINE OF STONE2448 SH @ 8'WD. STEP
4'-4"
5'-9"6'-0 3/4"
6'-0 3/4"
4'-8 3/4"12'-11 1/4"
7'-1 1/4"
2'-0"
1'-4"
7'-10"15'-0 1/2"
2'-7 1/2"2'-4"6'-2 3/4"3'-6"3'-0 1/2"4'-0"2'-8 1/4"2'-0"6'-0"5'-0"12"
CANT.9'-4"5'-2"2'-6"36" H. WALL w/ WD. CAP
1'-3"2 3/4"
2'-11 1/2"7 3/4"6'-4 1/4"7'-8"4'-0"9'-8"3'-9"3'-10"3'-5"3'-5"3'-0"3'-0"3'-0"2-2x102-2x102-2x102-2x104 1/2"4 1/2"
8'-10 1/2"MANUF. TRUSSES24 O.C.FP CHASE
FALSE
2-9 1/2" LSL (CONT.)2-9 1/2" LSL
2-2x10
(2) TR
(2) TR
2-2x10
2-9 1/2" LSL
P.H.
TR
TB
59
3068 PKT.
3'-5"
2-7 1/4" LSL (DR)14" LP COL.
4x4 TRTD. COL.
19'-6"
4"6'-1"13'-8"2'-3 1/4"11'-6 3/4"33'-0"5'-6"210687'-9 1/4"2668
(5) SH.246812'-9"4"
TR
12'-8"ELEC. MICRO/ OVEN
OPT. UPGRADED KITCHEN
DW
GAS COOKTOPHOOD VENT ABV.(VENT TO OUTSIDE)
REF.
KITCHEN
OPT. EXP.ISLAND
2
9
39
5'-8 1/4"Girder Truss
per sections.
CS-PF CS-PF(3)14" LVL
-Min. 15" clearance to any
obstruction from center of
W.C., 24" in front(typ).
5 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
OF
SHEET
SCALE: 1/4" = 1'-0"
SECTION1
5
N.T.S.
HOUSE / DECK CONNECTION DETAIL4
5
3/4" T & G FLOOR
NOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTS
R=0.61
R=49.00
R=50.25
R=0.58
R=.061
TOTAL
TRUSSES - 24" OC
BLOWN INSULATION
INTERIOR AIR FILM
VAPOR BARRIER
15/32" OSB SHTG.
15# FELT
EXTERIOR AIR FILM
ICE AND SNOW SHIELD
30 YR. ARCH. ASPHALT SHINGLES
5/8" GYP BD
ALUM. SOFFIT & FASCIA
1/2" GYP BD
INTERIOR AIR FILM
TOTAL
SIDING PER SPECS
2x6 STUDS 16" OC
R=1.06
R=
R=
R=21.00
R=0.45
R=0.17
R=23.36
VAPOR BARRIER
FULL WALL BATT INSUL.
EXTERIOR AIR FILM
R=0.68
7/16" OSB SHTG.
8" AGGREGATE
6 MIL POLY. LAP SEAMS 12"1'-4"HEEL HT.1/2" GYP. SHEATHING ON GARAGE WALLS5/8" TYPE 'X' GYP. BD. ON GARAGE CEILS.
18" FLOOR TRUSSES1'-6 3/4"9'-1 1/8"T.O. LOOKOUT
T.O. SUBFLR.
T.O. PLATE
TRUSSES @ 24" O.C.
(DESIGNED BY MFR)
6
12
R-49 INSUL.9'-4"GARAGE
4" SLOPED CONC.
W/ REBAR PER
ENGINEERS REPORT
9'-4" POURED WALL
DRAIN TILE
10" POURED WALL
R-5 INSUL. ATINTERIOR FOUND.9'-1 1/8"O. BATH
OWNERS BDRM.
20x8 CONC. FTG.16x8 CONC. FTG.
16x8 CONC. FTG.
NOTE: TOP HUNG TRUSSES
AT FRONT OF HOME
(10'-0" H. FDN. WALL)
SPRAY FOAM RIM
SPRAY FOAM RIM
8'-2" +/-FOUND. HELD IN 2"
FOR INSULATION TYP.
NOTE:
(INSUL. FLUSH w/ SHTG.)
CANT. 2x8 SILL PLT. 1-1/2"
3 1/2" CONC. FLOOR
2" RIGID INSULATION
R-10 w/ WATCHDOG
WATERPROOF COATING
AROUND HOUSE FOUND.8 1/4"FUT. BDRM. #5
R.I. BATH 8 1/4"4"6"HEEL HT.6
12
WITH SILL SEALER
2x6 TREATED SILL
PER CITY CODE
ANCHOR STRAPS
3/4" RIGID INSUL. FOR THERMAL BREAKGRADE
RIGID INSUL.
JOIST
W/ 2-3/8" LAG BOLTS
ICE & WATER EXTENDS
5" UP SHEATING UNDER
INSTALL TOP OF LEDGER
3 5/8" BELOW TOP OF
3/4" SUBFLOOR (THIS
ALLOWS 5/4 X 4 THRESHOLD
AT DOOR)
HANGER
TREATED 2X10 LEDGER
RUN HOUSE WRAP BEHIND
LEDGER (LEAVE 6" TAIL
@ TOP, BOTTOM, & SIDES)
HOUSEWRAP
@ 24" O.C. -OR-
EMBED 2" MIN.
8 INCHES O.C. MAX OR EQUAL,W/ "LEDERLOK" FASTENERS
CONT. 2X4 RIBBON
SPRAY FOAM INSUL. R-21 MIN.
RIM BOARD
TREATEDJOIST
JOIST
RIM
BD.SKIRT
1"
HOUSE
END OF DECK
HOUSE LATERAL LOAD
SIMPSON DTT1Z DECK-TO
CONNECTOR - (4) PER DECK
OR 8-10DX1 1/2" NAILS
6-SD#9X1 1/2" SCREWS
HDG WASHER OR SDWH
3/8" HDG LAG SCREW WITH
TIMBER-HEX HDG SCREW
(SHOWN) INTO TOP PLATE,
STUDS, OR HEADER
CONT. 2X8 RIBBON
DRAIN TILE
3/4" WASHED ROCK
CONTINUOUS
UNDER SLAB0'-16"
SILT FABRIC
FOUNDATION WALL
CONC. FTG.
4" DRAIN TILE
2
SCALE: NO SCALE5 TOP OF FDN.RIM DETAIL3
SCALE: NO SCALE5
2" RIGID INSULATION
R-10 w/ WATCHDOG
WATERPROOF COATING
AROUND HOUSE FOUND.
2" RIGID INSULATION
R-10 w/ WATCHDOG
WATERPROOF COATING
AROUND HOUSE FOUND.
2x8 TRTD. SILL
SHEATHING FLUSH
WITH INSULATION
NOTE:
FOUNDATION TO BE
HELD IN 2" FROMSHEATHING & OUTSIDE
DIMENSIONS.
CANTED 1-1/2"
6907-00-BUYERPROJECT #BUYER S/OBUYER S/OREVISIONS:STARTED:AGENT:XXLOT 3, BLOCK 10 SUMMER'S CREEK
17858 HAMBURG DR. LAKEVILLE, MN
"NANTUCKET" 1650 VILLA HOME
MARK ELLIOTT HOMES1-7-2021 PERMIT1-7-2021 REDLINES5-24-21 GARAGE6-1-21 CALCSOFSHEETSCALE: 1/4" = 1'-0"SECTION16N.T.S.PORTAL FRAME DETAIL26N.T.S.RADON DETAIL364" LEDGE11 7/8" OSB STRINGERW/ 2X4 BRACING10 1/2" BULLNOSE LSL TREAD1X8 PINE S4S RISERNOTE:MAX RISE= 7 3/4"MIN. RUN= 10"6'-8" CLEAR HEADROOMBATH 2BEDROOM #2GREAT RM.3/4" T & G FLOORNOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTS8" AGGREGATE6 MIL POLY. LAP SEAMS 12"18" FLOOR TRUSSES9'-1 1/8"T.O. SUBFLR.T.O. PLATETRUSSES @ 24" O.C.(DESIGNED BY MFR)R-49 INSUL.9'-4"W/ REBAR PERENGINEERS REPORT9'-4" POURED WALLDRAIN TILE 10" POURED WALLR-5 INSUL. ATINTERIOR FOUND.20x8 CONC. FTG.16x8 CONC. FTG.NOTE: TOP HUNG TRUSSESAT FRONT OF HOME(10'-0" H. FDN. WALL)SPRAY FOAM RIMSPRAY 8'-2" +/-FOUND. HELD IN 2"FOR INSULATION TYP.NOTE:(INSUL. FLUSH w/ SHTG.)CANT. 2x8 SILL PLT. 1-1/2"3 1/2" CONC. FLOORCONC. STOOP2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.PORCHMECH. / STORAGEFUT. FAMILY ROOMKITCHEN8 1/4"35ALUM. SOFFIT & FASCIA1'-4"HEEL HT.612 FOAM RIM6121'-6 3/4"T.O. LOOKOUTSIMPSON STRONG TIE Ab46zHEADERHURRICANE CLIP ATTACHEDTO COLUMN& BEAMTAPEREDLP COLUMN6124x4 TRTD. COL.2x OVER 10" TRIMGIRDER1'-6"1'-2"WITH SILL SEALER2x6 TREATED SILLPER CITY CODEANCHOR STRAPS3/4" RIGID INSUL. FOR THERMAL BREAK20X8GRADERIGID INSUL.SIMPSON STHD14 HOLD DOWNSIMPSON LSTA36 STRAP ON INSIDE FACE OF WALL5/8" ANCHOR BOLT1/2" OSB SHEATHINGHEADER- SEE PLAN FOR SIZEFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN ASSHOWN, AND 3" O.C. IN ALL FRAMING MEMBERS TYP.SHEATHING SPLICE (IF NEEDED) MUST BELOCATED WITH-IN 24" OF THE MID HEIGHTOF THE DOOR OPENING. PROVIDE 2-2X6BLOCKING BEHIND SPLICEFASTEN TOP PLATE TO HEADER WITH2 ROWS OF 16d SINKER NAILS 3" O.C.BLOCK BACK SIDE OF HEADER FLUSH WITH STUDSAT STRAP LOCATIONSUNEXCAVATED SOILALL SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS ORPUNCTURES WILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BESEALED USING POLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPNGS.AN INSTALLED 3" GASTIGHT PVC PIPE WILL BE CONNECTED TO THE DRAINTILE SYSTEM. A "T" FITTING WILL BE INSTALLED WITH 10 L.F. EACH ENDOF THE "T", OF PERFORATED PIPE, INTO THE DRAIN TILE SYSTEM. THE SHORTEST ROUTE WILL BE USED TO EXIT THE ROOF SYSTEM, WITH A MAX. OF 2 90DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILLBE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "PASSIVERADON" AT ALL ACCESSIBLE LOCATIONS.AT ROOF EXIT LOCATIONS, MAINTAIN A 10' DISTANCE TO ANY WINDOWLOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THELOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANYOBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY. INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FANADDITION.
7 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
OF
SHEET
SCALE: 3/16" = 1'-0"
ROOF PLAN1
7 2'-0"RIDGE
1'-0"6:122'-0"RIDGE1'-6"12:126:121'-0"
NOTE:
SEE ROOF TRUSS LAYOUT
FOR TRUSS DIRECTION
AND GIRDER LOCATIONS
PROVIDED BY MANUFACTURER
PROVIDE ATTIC VENTILATION EQUAL TO 1/150th
ATTIC AREA. IF 50% OR MORE IS PROVIDED IN
UPPER PORTION OF THE ROOF AND REMAINDER
IS PROVIDED IN SOFFIT VENTS, IT MAY BE
REDUCED TO 1/300th ATTIC AREA.
ICE AND WATER SHIELD
6'-0" IN FROM EAVES
1'-6" ON EACH SIDE OF VALLEY
WHERE WALLS MEET ROOF
ICE & WATER SHIELD SHOULD
RUN UP WALL 1'-6" AND OUT
FROM WALL 1'-6"
NOTE:
NOTE:
NOTE:
12:12
1'-6"1'-0"VALLEYVALLEY4'-4 1/8"7'-0"VALLEYVALLEYRIDGE
SCALE: 1/4" = 1'-0"
MAIN FLR. ELECTRICAL PLAN 8 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
OF
SHEET
SCALE: 1/4" = 1'-0"
LOWER LEVEL ELECTRICAL PLAN
SS
TVABV. FP.NOTE:
TECH TUBE
TV W.P.RGH.-IN FAN
G.F.I.P.S3S3OPT.
LTS.PENDANT
3 SS
C/L
7'-6"3'-2"4'-9 1/2"TV
DW
GAS RANGEMICRO ABV.
LNDRY.
DRYERWASHER
(VENT TO OUTSIDE)
REF.
KITCHEN
GREAT ROOM
FOYER
PORCH
O. BATH
GARAGE
O. CLST
BATH 2
BEDROOM #2
OWNERS BDRM.
SMOKECM /
SD
ATTICACCESSMUDRM.
DINING
SD
SMOKECM /
G.F.I.P.
S
G.F.I.P.G.F.I.P.W.P.
S
S
S
S
S
SS
3 S3S3S4G.F.I.P.S3S3SS3
S3
S3
S3
S3 SSS3DISP
S
SS3
S
TO LIGHT
RGH.-IN FANOPT.
SS
G.F.I.P.
GDO
S
G.F.I.P.SELEC.DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
WEATHERPROOF DUPLEX OUTLET
HALF-SWITCHED DUPLEX OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
WALL SWITCH
THREE-WAY SWITCH
FOUR-WAY SWITCH
CEILING MOUNTED INCANDESCENT LIGHT FIXTURE
WALL MOUNTED INCANDESCENT LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
LIGHT FIXTURE WITH PULL CHAIN
TRACK LIGHT
FLOURESCENT LIGHT FIXTURE
EXHAUST FAN
EXHAUST FAN/LIGHT COMBINATION
CHIMES (OPTIONAL)
SMOKE DETECTOR
TELEPHONE (OPTIONAL)
TELEVISION (OPTIONAL)
THERMOSTAT
ELECTRIC METER
ELECTRIC PANEL
SPEAKER (OPTIONAL)
TV
T
M
CH
SD
P.C.
S
S
S
4
3
W.P.
ELECTRICAL KEY
DUPLEX OUTLET (GROUND FAULT PROTECTED)G.F.I.P.
RECESSED INCANDESCENT EYE BALL FIXTURE
CARBON MONOXIDE DETECTORCM
GARAGE DOOR
OPENER OUTLETGDO
FLUORESCENT
LIGHT PER SPEC
FAN/LIGHT COMBO
PREWIRE, PROVIDE
ADEQUATE
SUPPORT
4 BULB FIXTURE
3 BULB FIXTURE
200 AMP SERVICE
LIGHTING PACKAGE: T.B.D.
LINE TO DRYER: T.B.D.G.F.I.P.EXCH.AIRFURN
F.D.
WH
MECH. / STORAGE
WS
FUT. BDRM. #5 FUT. FAMILY ROOM
R.I. BATH
SUMP
H20
OPT.
RADON VENT
SMOKE
CM /
S
S3S
TO LIGHT
A/C UNIT
w/ BRACKET G.F.I.P.G.F.I.P.S
9 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
OF
SHEET49" +/-NO HEARTH
PER SPECS
12" SURROUND @ FRONT ONLY
GATHERING RM. F.P. ELEV.
9
1
SCALE: 3/8"=1'-0"
MANTLE PER SPECS
3'-0"3'-0"
5'-0"
4 KITCHEN ELEV.
9 SCALE: 3/8"=1'-0"
67" FIN.
2 KITCHEN ELEV.
9 SCALE: 3/8"=1'-0"
2'-0"
REFRIG.
SPACE2'-0"3'-0"
24" DEEP
CROWN MLDG
END PANEL
2'-0"
3 KITCHEN ELEV.
9 SCALE: 3/8"=1'-0"
(SHTRCK. @ SIDES)
60" TV
(REF. ONLY)
3'-8 1/2"2'-0"3'-0"2'-0"
12'-6"
D.W.
SPACE
SINK
1'-6"3'-0"
CROWN
4'-6"3'-0"
MLDG
2'-0"2'-6"
15" D.
MICRO
RANGE
SPACE
(VENT TO
OUTSIDE)
1'-6"
1'-9"
3'-0"
OPT.
BUILT-INS
3'-0"
1'-0"1'-9"3'-0"12'-3"
1'-0"
OPT.
BUILT-INS
3'-8 1/4"
36" W.
GAS F.P.
R.O. 37"x
34 3/4" x 16 1/4"2'-11 1/4"5'-0"
BATH 2 ELEV.
9
6
SCALE: 1/4"=1'-0"7'-0"MIRROR
SPACE
WASH.
LNDRY. ELEV.
SCALE: 3/8"=1'-0"
DRYER
SPACE30"CROWN
MOULDING
9
8
C'TOP
RAISED
OPT. 2" SUPPORT
w/ FRONT
LOAD W&D3'-5"2'-11 1/4"3'-0"7'-0"WALL MOUNT
7'-9"
O. BATH ELEV.
9
7
SCALE: 3/8"=1'-0"
3'-0"1'-9"3'-0"
MARBLE C'TOP.WHITE CULT.
NOTE:
OPT.
w/ RAISED TOP
WALL MOUNT
MIRROR
MARBLE C'TOP.WHITE CULT.
NOTE:
5 OPT. BUILT-INS @ DINING ELEV.
9 SCALE: 3/8"=1'-0"
CROWN MOULDING
GRANITE TOP w/ OPT. BUILT-INSGLASSGLASSGLASS GLASSNOTE: PUCK LTS. AT
GLASS DOORS
15" D.
1'-9"1'-9"5'-5 1/4"
2'-6"2'-6"
2 UPGRADED KITCHEN ELEV.
9 SCALE: 3/8"=1'-0"
3'-0"2'-0"
12'-6"
D.W.
SPACE
SINK
1'-0"10"
CROWN
2'-4"2'-6"
MLDG
3'-0"3'-0"1'-0"
2'-0"
REFRIG.
SPACE2'-0"3'-0"
24" DEEP
CROWN MLDG
END PANEL
2'-0"
3
9 SCALE: 3/8"=1'-0"
2'-6"
15" D.
1'-6"
1'-9"
3'-0"
1'-0"1'-9"
12'-3"
UPGRADED KITCHEN ELEV.
COOKTOPOVEN /
MICRO
2'-8"
(VENT TO
OUTSIDE)
HOOD VENT
BW
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 3, BLOCK 10 SUMMER'S CREEK17858 HAMBURG DR. LAKEVILLE, MN"NANTUCKET" 1650 VILLA HOMEMARK ELLIOTT HOMES1-7-2021 PERMIT
1-7-2021 REDLINES
5-24-21 GARAGE
6-1-21 CALCS
N.T.S.
MAIN LEVEL BRACEWALL2
BW
N.T.S.
BRACEWALL DETAILS3
BW
N.T.S.
LOWER LEVEL BRACEWALL1
BW
GARAGE PORTAL FRAMING PER BUILDING CODE IRC R602.10.6.4
BRACED WALL METHOD CS-WSPBRACED WALLLINE 1BRACED WALL
LINE ABRACED WALLLINE 2BRACED WALLLINE B
BRACED WALL
LINE C4'-0" PANEL4'-0" PANEL8'-0" GYP. PANEL
2'-11" PANEL
LNDRY.
DRYERWASHER
KITCHEN
GREAT ROOM
FOYER
PORCH
O. BATH
GARAGE
O. CLST
BATH 2
BEDROOM #2
OWNERS BDRM.ATTICACCESSMUDRM.
DINING
3'-6" PANEL3'-1" PANEL6'-7" PANEL3'-5" PANEL
4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL5'-7" GYP. PANEL4'-2" GYP. PANEL
3'-2" GYP. PANEL
3'-6" PANEL
1'-9" PANEL 1'-9" PANEL
7'-6" PANELMIN. 3''x11 1/4'' NET HEADER(STEEL HDR. PROHIBITED)
EXTENT OF HEADER W/ SINGLE PORTAL FRAME
ONE BRACED WALL PANEL
10'-0'' MAX. HEIGHT(TOP OF HDR.)TOP OF FDN.TOP OF CONC FLOOR AT OPENING
MIN. 2-2x4 FRAMING
STUD POST
CONTINUOUS HEADER WITH DOUBLE PORTAL FRAMES
TWO BRACED WALL PANELS
6' TO 18' OPENING
FASTEN TOP PLATE TO HEADER W/ 2
ROWS OF 16d SINKER NAILS @ 3'' O.C. TYP.
1000 LB. STRAP OPPOSITE SIDE OF SHEATHING
FASTEN SHEATHING TO HEADER W/ 8dCOMMON OR GALV. BOX NAILS IN 3'' GRID
PATTERN SHOWN AND 3'' O.C. IN ALLFRAMING(STUDS, BLOCK'G AND SILLS)TYP.
MIN. WIDTH PER TABLE R602.10.5
3/8'' MIN. WOOD STRUCTURAL PANEL SHEATH'G.
MIN. 2-2x4
MIN. 4200 LB. TIE DOWN DEVICE(EMBED INTO
FOUNDATION AND NAILED INTO FRAMING
MIN. (2) 1/2'' DIA. ANCHOR BOLT INSTALLED PER R403.1.6
W
SEE LEFT FOR
TYP. PORTALFRAME CONST.
FOR A PANEL SPLICE(IF NEEDED) PANELEDGES SHALL BE
BLOCKED AND OCCURWITHIN 24'' OF MID-HEIGHT. ONE ROW OF
TYP. SHEATH'G. TOFRAMING NAILING ISREQUIRED.
IF 2x4 BLOCK'G. IS USEDTHE 2x4'S MUST BE NAILEDTOGETHER W/ 3 16d
SINKER NAILS
W/ 2''x2''x3/16'' PLATE WASHER12'-0'' MAX. HEIGHT(TOP OF WALL)FULL HEIGHT OF WALL - SEE TO RIGHT FOR SPLICESPONY WALL HT.EXTENT OF HEADER
TENSION STRAP PER
TABLE R602.10.6.4 (ONOPPOSITE SIDE OF
SHEATHING
ANCHOR BOLTSPER SECTIONR403.1.6
BRACED WALL LINE
CONTINUOUSLYSHEATHED WITHWOOD STRUCTURAL
PANELS
TOP OF FLOOR AT OPENING
FLOOR FRAMING ASSEMBLY PER PLAN W/ WOOD STRUCTURAL PANEL SHEATHING
TOP OF FLOOR AT OPENING
FLOOR FRAMING ASSEMBLY PER PLAN
WOOD STRUCTURAL PANEL SHEATHINGTO TOP OF BAND OR RIM JOIST
NAIL SOLE PLATE TO FLRFRAMING PER
TABLE R602.3(1)
(2) FRAMING ANCHORS APPLIED ACROSSSHEATHING JOINT WITH A CAPACITY OF670# IN HORIZ. AND VERT. DIRECTIONS
SEE LEFT FORTYP. PORTAL
FRAME CONST.
ON CONCRETE FOUNDATION
ON RAISED WOOD FLOOR - FRAMING ANCHOR OPTION
TOP OF FLOOR AT OPENING
FLOOR FRAMING ASSEMBLY PER PLAN W/ WOOD STRUCTURAL PANEL SHEATHING
TOP OF FLOOR AT OPENING
FLOOR FRAMING ASSEMBLY PER PLAN
WOOD STRUCTURAL PANEL SHEATHING
TO TOP OF BAND OR RIM JOIST
NAIL SOLE PLATE TO FLR
FRAMING PERTABLE R602.3(1)
SEE LEFT FOR
TYP. PORTALFRAME CONST.
ON RAISED WOOD FLOOR - OVERLAP FLOOR OPTION
MIN. OVERLAP 9 1/4''WOOD STRUCTURAL PANEL SHEATHING
CONTINUOUS OVER BAND OR RIM JOIST
MIN. OVERLAP 9 1/4''ATTACH TO RIM/BAND JOIST W/ 8d
COMMON NAILS AT 3'' O.C. AS SHOWN
DBL TOP PLATE
BOTTOM PLATE
STUDS AT 16'' O.C.
W/ 6d NAILS @ 6'' O.C.
4'-0"8'-0'' MIN., SEE PLANINTERMEDIATE
6''3"W/ 6d NAILS @ 3'' O.C.
EDGES NAILED
BRACED WALLLINE A-1
FUT. BDRM. #5 FUT. FAMILY ROOM
4'-0" PANEL3'-5" PANEL 2'-7 1/2" PANEL3'-1 1/2" PANEL
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is
required for “Construction activity that results in land disturbance of equal to or greater than one (1)
acre or if a project is part of a common plan of development that will ultimately disturb greater than
one (1) acre,” (NPDES Permit, Section 1.2).
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
*Primary Company Contact: _________________________________________________________________
*Should a site be deemed noncompliant, this individual will be notified
Phone #: ____________________________ Email: ______________________________________________
If you are not covered under a NPDES Construction Stormwater Permit administered by the
Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be
approved as part of the residential building permit application.
“Permittees must ensure a trained person will inspect the entire construction site at least once every
seven (7) days during active construction and within 24 hours after a rainfall event greater than ½
inch in 24 hours,” (NPDES Permit, Section 11.2).
The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may
issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to
bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or
erosion and sediment control plan.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name: ____________________________________ Company: ___________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: __________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed
I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001).
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
Nick Reimler
X02/04/21
KP