HomeMy WebLinkAboutLA184286 17960 Gresford Lane 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
CANNOT HOOK TO CITY SEWER/WATER
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
1 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
GENERAL 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 HEIGHTS
5. 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 ANY
DISCREPANCIES 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 DICTATE
ACTUAL GRADES AND MAY VARY FROM THOSE
SHOWN ON THE PLAN.
12. NOTE: SUBFLOOR JOINTS SHALL BE
STAGGERED FROM FLOOR TRUSS OR
JOIST JOINTS
SCALE: 1/8" = 1'-0"
FRONT ELEVATION
SEE ROOF PLAN FOR
ROOF PITCHES AND
OVERHANGS
24'-9"CONC. PORCH
4" TRIM TYP.
6:12
ALUM. SOFFIT
& FASCIA
30 YR. ARCH. ASPHALT SHINGLES
6" TRIM
10" TRIM
TAPERED LP COLUMN7'-0"9'-1 1/8"T.O. SUBFLR.
T.O. PLATE 1'-8 1/4"T.O. FDN.8" TRIM 9'-9 1/8"@ GARAGE
T.O. PLATE
12
12
12
12
2x OVER 10" TRIM 1'-6"7'-2 1/2"T.O. 6024 PICT. (BLACKENED)
3:12
12" CANT.
10" TRIM
C/L
LP SMARTSIDE
SHAKE SIDING
T.O. FDN.7'-9"@ DORMERT.O. PLATE
10'-4"FP CHASE24"x60" FALSE
LP PANEL
8" TRIM 8" TRIM LP PANEL LP PANEL12" TRIM12" TRIM1'-6"
1'-2"
4"x24" BRACKET
GLS.GLS.GLS.GLS.
STONE TOTAL: 137.61 SQ. FT. (41.79%)
TOTAL SQ. FT.: 329.27
MATERIAL CALCULATIONS: FRONT ELEV.
LP SHAKE TOTAL: 93.49 SQ. FT. (28.39%)
LP TRIM / PANEL: 92.7 SQ. FT. (29.82%)
STONE TOTAL: 186.54 SQ. FT. (7.30%)
TOTAL SQ. FT.: 2555.04
MATERIAL CALCULATIONS: ALL ELEV.
LP LAP SIDING TOTAL: 1808.80 SQ. FT. (70.79%)
LP SHAKE TOTAL: 245.27 SQ. FT. (9.61%)
LP TRIM / PANEL: 314.43 SQ. FT. (12.30%)2'-6" +/-6" TRIM 6" TRIM 6" TRIM
STONECAP
Concept Approval ONLYSubject to Field Inspection
Inspector Date
2020
MN Bldg
Code
09/23/2020dmathews
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 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
9-18-2020 REV. #3
OF
SHEET
SIDE ELEVATION
REAR ELEVATION
SCALE: 1/8" = 1'-0"
SIDE ELEVATION
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"12:12
ALUM. SOFFIT& FASCIA
STONE
ROOF LINEBEYOND
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.4" LP TRIM @ WDWS. & DOORS TYP.
PER SPECS
FP VENT
SADDLE
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
12:12
12:12
2x OVER 12" TRIM LP PANEL8" TRIM
LP LAP SIDING
T.O. PLATE
9'-1 1/8"T.O. SUBFLR.
T.O. FDN.1'-8 1/4"4" LP TRIM @ WDWS. & DOORS TYP.
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
ALUM. SOFFIT
& FASCIA
6:12
LP LAP SIDING
PER SPECS
2x OVER 12" TRIM
12" CANT.
12
12
12
12
@ GARAGE
9'-9 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
4" LP TRIM @ WDWS. & DOORS TYP.
12
6
12
6
12
3.5
T.O. PLATE5'-9"@ DORMER
T.O. PLATE
ALUM. SOFFIT
& FASCIA
PER SPECS
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
12:12
12:12
12:12
2x OVER 12" TRIM2x OVER 10" TRIMLP PANEL8" TRIM
LP SHAKE SIDING
LP LAP SIDING
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN
3 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
A/C UNIT
w/ BRACKET
FURN
F.D.
WH
MECH. / STORAGE
WS
FUT. 3068FUT.
2
6
68
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
2" FOAM
TYP. FND @ STOOP
12" 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 TOTERMINATE IN SUMP BASKET
6"
4"
10"
GARAGE/HOUSE
COMMON WALL
2x8 TREATED SILLOVERHANG FDN. 2''
GARAGE SLAB
2'' RIGID INSUL.
MAIN FLR
SEE FIRST FLOOR FORGARAGE DOOR SIZE FOR M.O.
NOTE:
4" LEDGE
6"2"CONC.
CONC.
3 1/2'' CONC. FLOOR
TYP. FND @ HOUSE
8" POURED CONC. (9' H.)20X8 FTGREBAR PER CODE
TYP. FND @ BRG. WALL
2x4 STUDS 16" O.C.
16X8 FTGREBAR PER CODE
4" CONC. CURB
KITCHEN ISLAND ABV.
FLR. TRUSS CO.
FU
T
.
2
4
6
8
OPT.18" FLR. TRUSSES19.2" O.C. SPACING2-2x10 (DR)
(9'-3"x12'-7")
(25'-6"x12'-6")
RADON VENT
NOTE: EXTERIOR HOUSE AND GARAGE/HOUSECOMMON 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-OVERHANGFDN. 1 1/2''8"2"
TYP. SIDEWALL DETAIL
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.)2"2"2"2"
9'-0" POURED FDN.
APPROX. 1,634 NET SQ. FT.
FILL FOR SLAB
UP 15 R (10" T.,
7-3/4" MAX. R.)
14'-6"12'-0"56'-0"6'-0"50'-0"66'-0"4'-0"29'-0"33'-0"15'-0"14'-0"10'-6 1/2"10'-0"12'-0"2'-0"19'-0"40'-0"
19'-0"21'-0"
19'-5 1/2"
& HOUSE/PORCH
10'-9"10'-3"18" FLR. TRUSSES19.2" O.C. SPACING3-9 1/2" LSL (DR)
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.) FUT.
2
0
6
8
32x60FUT.
TUB / SH2x10 TRTD. JOISTS16" O.C. SPACING3-2x10 TRTD. (FL)
SMOKECM / 12" CANT. ABV.2x6 BRG.2x6 BRG.
10' H. FOUND. WALL
@ FRONT OF HOME
NOTE:
10' H. FOUND. WALL@ FRONT OF HOME
NOTE:
w/ TOP HUNG TRUSSES
w/ TOP HUNG TRUSSES
10' H. FOUND. WALL@ FRONT OF HOME
NOTE:
w/ TOP HUNG TRUSSES
10'-6"10'-6"19'-0"
11'-8 3/4"3'-2"15'-1 1/4"10'-0"3'-9"3'-10"6'-4"21'-6 1/2"9'-2 1/2"19'-3"9'-1 1/2"10'-4"
30"x30" CONC.PAD FTG.
6x6 COL.
16" DIA. FROSTFOOTING (60" D.)
6x6 TRTD. COL.
2-2x10 (FL)
(2) TR
3-9 1/2" LSL (DR)3'-1"2'-10"2'-4"FUT. 24683'-2"2'-8"4'-0"3'-8"10'-0"9'-5 1/2"13'-11 1/2"20'-0"
8'-0"12'-0"
40'-0"
6'-9"6'-9"
5'-0"4'-0"CONC. WDW WELL
3042 CSMT
2-9 1/2" LSL3'-8"4'-11"
26'-6"13'-6"FUT. 2668UFER GROUND
Provide 20' rebar in footing and stub up near
electrical service panel for UFER ground.
SCALE: 1/8" = 1'-0"
MAIN FLOOR PLAN
4 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
P.H.TBTR
DW
GAS RANGEMICRO ABV. FLUSH OH.
LNDRY.
DRYER WASHER
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.
49KITCHEN
9' CLG. / LVP13'-2" x 12'-6" (155 SQ. FT.)
69BUILT-INS89
3-16" LVL
GREAT ROOM
9' CLG. / LVP FLR.42" GAS F.P.12'-8" x 13'-0" (170 SQ. FT.)
/ LVP
42" W. CONC. SIDEWALKOPT.FIBRGLS.
60x36 SHWR.
UNIT
5'-0"
2
1
0
6
8
FOYER
9' CLG. / LVP5'-10" x 11'-8" (69 SQ. FT.)
PORCH
CONC. /
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. / CARPET 36" VAN. BATH
BEDROOM #2 / OFFICE26683648 SH @ 8'9' CLG. / CARPET
w/ WD. CAPMANUF. TRUSSES24 O.C.OPT. BUFFET CABS.
(12'-3"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.
(150 SQ. FT.)
OWNERS BDRM.
9' CLG. / CARPET(12'-6"x13'-7")
(173 SQ. FT.)
SMOKECM /
SD
2 - 4072 SH @ 8'
DN 15 R (10" T.,
7-3/4" MAX. R.)
8/0 H. SOFFIT
MANUF. TRUSSES
24 O.C.TAPERED LP COL.
* BEADBD. CLG.ATTICACCESSAPPROX. 553 SQ. FT.
MUDRM.
9' CLG. / LVP
APPROX. 9'-0'' CLG. @ MAIN LEVEL
APPROX. 1,634 SQ. FT.
OPT. PORCH
3
0
6
8
M
T
L
.3080 MTL.2468R&SH
R&SH9' CLG. / CARPET 9' CLG.
8' SOFFIT 28682668R&SHR&SH36" VAN. LIN.CAB. 3068FLDG. C'TOP.(OPEN UNDER)
2 - 4072 SH @ 8'30" VAN. DINING
9' CLG. / LVP FLR.11'-0" x 12'-10" (146 SQ. FT.)
3672 SH @ 8'3672 SH @ 8'4872 PICT. @ 8'
12'x10' DECK
DECKING PER SPECS
OPT. 15'X10' EXP. DECK
MANUF. TRUSSES24 O.C.40'-0"
14'-6"12'-0"
8'-6"11'-10"6'-2"6'-9"66'-0"6'-0"50'-0"12'-8"4'-10"5'-8"12'-8 3/4"7"3'-11"5'-2 1/2"4'-4 3/4"7'-8 1/4"5'-0 1/2"66'-0"4'-0"29'-0"33'-0"6'-9 1/2"14'-4"3'-2"10'-6 1/2"10'-0"12'-0"2'-0"19'-0"40'-0"
19'-0"21'-0"
8'-0"
13'-0"6'-0"
6'-7"6'-5"
10'-9"10'-3"
RADON VENT
6'-10"7"12'-0" LSL (FL)LP SOFFIT
SD
SMOKECM / OPT. VAULT79
19
BUILT-INSOPT.2'-4 1/4"1'-10 1/2"2424 PICT. @ 8'2424 PICT. @ 8'2'-0 1/2"2'-0 1/2" 3068 BARN DR.OPT. EXP.ISLAND 2448 SH @ 8'5'-0"WD. STEP
3'-11 1/4"6'-0 3/4"
2'-0"
16'-10 1/2"
2'-7 1/2"2'-4"4'-0"5'-0"12"
CANT.4'-4"10'-0"3'-9"3'-9"3'-0"3'-0"2-2x102-2x102-2x102-2x104 1/2"4 1/2"MANUF. TRUSSES24 O.C.FP CHASEFALSE
2-9 1/2" LSL (CONT.)2-9 1/2" LSL
2-2x10
(2) TR
2-2x10
P.H.
TR
4x4 TRTD. COL.
59 3068 PKT.3'-6"6'-0"3'-6"3'-0"13'-6"
6'-9"
26'-6"10'-0"21
0
6
8
TR
R&SH
R&SH
1/2 WALL R&SHR&SH
26689'-7 1/2"9'-6 1/2"2668PANTRY
9' CLG. / LVP
(5) SH.
9' CLG. / LVP
2468R&SH2/10 x 6/7 SRO6'-0 3/4"4'-3"2'-10 1/2"6'-8 3/4"7"2'-5"4'-8 1/2"5'-10"12'-2 3/4"7"6'-2 1/4"5'-7 3/4"2'-5 1/2"5'-7"4'-9 1/4"
1'-0"
11"5'-2"5'-10"2'-1"2'-5 1/4"2x65'-11 1/4"
3'-9"
8'-4"
GIRDER TRUSS
(3) 2x6 (3) 2x6
MANUF. TRUSSES
24 O.C.
9 1/2"7'-10 1/2"2'-3"7"7"GIRDER TRUSS
(4) 2x6
(4) 2x6
2-7 1/4" LSL (FL)2-7 1/4"
2-2x10
2-2x10
32x60FGLS.TUB / SHPA
7"
OPT.
2
6685'-0"5'-8"2'-10"
OPT. UPGRADED KITCHEN
MICRO/ OVEN
DW
GAS RANGEMICRO ABV. FLUSH OH.
29
39
(VENT TO OUTSIDE)REF.
49KITCHEN
9' CLG. / LVP13'-2" x 12'-6" (155 SQ. FT.)3648 SH @ 8'12'-8 3/4"7"7'-8 1/4"5'-0 1/2"OPT. EXP.ISLAND
2'-4"2-2x103'-6"6'-0"3'-6"3'-0"3'-9"
Temper
Verify loads with girder
truss specs, may require
removal of top plates at
bearing due to crushing.
CO required
within 10' of
bedroom
CS-PF CS-PF
6
8
-Min. 15" clearance to any
obstruction from center of
W.C., 24" in front(typ).
8
5 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
SCALE: 3/16" = 1'-0"
SECTION1
5
N.T.S.
HOUSE / DECK CONNECTION DETAIL4
5
JOIST
W/ 2-3/8" LAG BOLTS
ICE & WATER EXTENDS5" UP SHEATING UNDER
INSTALL TOP OF LEDGER3 5/8" BELOW TOP OF3/4" SUBFLOOR (THIS
ALLOWS 5/4 X 4 THRESHOLDAT DOOR)
HANGER
TREATED 2X10 LEDGER
RUN HOUSE WRAP BEHINDLEDGER (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
JOISTRIM
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 ROCKCONTINUOUSUNDER 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/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.
2" RIGID INSULATION
R-10 w/ WATCHDOGWATERPROOF COATINGAROUND HOUSE FOUND.
2x8 TRTD. SILL
SHEATHING FLUSHWITH INSULATION
NOTE:
FOUNDATION TO BEHELD IN 2" FROMSHEATHING & OUTSIDEDIMENSIONS.
CANTED 1-1/2"
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" AGGREGATE6 MIL POLY. LAP SEAMS 12"10"HEEL HT.1/2" GYP. SHEATHING ON GARAGE WALLS5/8" TYPE 'X' GYP. BD. ON GARAGE CEILS.
18" FLOOR TRUSSES9'-1 1/8"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 PERENGINEERS REPORT
9'-4" POURED WALL
DRAIN TILE
10" POURED WALL
R-5 INSUL. ATINTERIOR FOUND.9'-9 1/8"O. BATH
OWNERS BDRM.
20x8 CONC. FTG.16x8 CONC. FTG.
16x8 CONC. FTG.
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 8 1/4"6"HEEL HT.6
12
3.5
12
8"HEEL HT.FUT. BDRM. #5 R.I. BATH 8 1/4"8'-0"7'-9"NOTE: TOP HUNG TRUSSES
AT FRONT OF HOME
(9'-4" H. FDN. WALL)
SPRAY FOAM RIM
4"12"6 3/4" +/-1'-8 1/4"20x8 CONC. FTG.
T.O. FOUND.8'-4"R-5 THERMAX AT
INTERIOR FOUND.
AS REQUIRED
6 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
SCALE: 3/16" = 1'-0"
SECTION1
6
N.T.S.
PORTAL FRAME DETAIL2
6 N.T.S.
RADON DETAIL3
6
SIMPSON STRONG TIE Ab46z
HEADER
HURRICANE
CLIP ATTACHED
TO COLUMN
& BEAM
11 7/8" OSB STRINGER
W/ 2X4 BRACING
10 1/2" BULLNOSE LSL TREAD1X8 PINE S4S RISER
NOTE:
MAX RISE= 7 3/4"MIN. RUN= 10"
6'-8" CLEAR HEADROOM
BATH BEDROOM #2 / OFFICEGREAT RM.
3/4" T & G FLOOR
NOTE: SUBFLOOR JOINTS SHALL BESTAGGERED FROM FLOOR TRUSS ORJOIST JOINTS
ALUM. SOFFIT & FASCIA
8" AGGREGATE6 MIL POLY. LAP SEAMS 12"
18" FLOOR TRUSSES9'-1 1/8"T.O. SUBFLR.
T.O. PLATE
TRUSSES @ 24" O.C.
(DESIGNED BY MFR)
R-49 INSUL.9'-4"W/ REBAR PERENGINEERS REPORT
9'-4" POURED WALL
DRAIN TILE
10" POURED WALL
R-5 INSUL. ATINTERIOR FOUND.
20x8 CONC. FTG.16x8 CONC. FTG.
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 INSULATIONR-10 w/ WATCHDOG
WATERPROOF COATING
AROUND HOUSE FOUND.
PORCH
TAPEREDLP COLUMN10"HEEL HT.6
12
MECH. / STORAGEFUT. FAMILY ROOM
6
12
KITCHEN
8 1/4"4x4 TRTD. COL.
2x OVER 10" TRIM
3
5
GIRDER
1'-6"
1'-2"
4" LEDGE
NOTE: TOP HUNG TRUSSES
AT FRONT OF HOME
(9'-4" H. FDN. WALL)
CONC. STOOP6 3/4" +/-4"SPRAY FOAM RIM1'-8 1/4"20x8 CONC. FTG.
T.O. FOUND.8'-4"2
5
R-5 THERMAX AT
INTERIOR FOUND.
AS REQUIRED
16RUNEXCAVATED SOIL
ALL 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.
SIMPSON STHD14 HOLD DOWN
SIMPSON LSTA36 STRAP ON INSIDE FACE OF WALL
5/8" ANCHOR BOLT
1/2" OSB SHEATHING
HEADER- SEE PLAN FOR SIZE
FASTEN 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 SPLICE
FASTEN TOP PLATE TO HEADER WITH2 ROWS OF 16d SINKER NAILS 3" O.C.
BLOCK BACK SIDE OF HEADER FLUSH WITH STUDSAT STRAP LOCATIONS
7 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
SCALE: 1/8" = 1'-0"
ROOF PLAN1
7SADDLE 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:
8"
1'-0"2'-0"12:12RIDGERIDGE
1'-0"1'-0"1'-6"6:126:123:126:1212:12
2'-0"2'-6"8"10'-0"1'-6"1'-6"1'-0"12:1212:12
1'-6"1'-6"
12:12
12:12
8 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
MAIN FLR. ELECTRICAL PLAN
SCALE: 1/8" = 1'-0"
LOWER LEVEL ELECTRICAL PLAN
SCALE: 1/8" = 1'-0"
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.SSTVABV. FP.NOTE:TECH TUBE
TV
W.P.RGH.-IN FAN
G.F.I.P.S3S3OPT.
LTS.PENDANT
3SS
C/L
7'-6"3'-2"4'-9 1/2"TV
SD
SD
GDO
G.F.I.P.SG.F.I.P.G.F.I.P.G.F.I.P.
W.P.SS
S 3S
SSDISP SS
TO LIGHT
RGH.-IN FANOPT.
SS G.F.I.P.DW
GAS RANGEMICRO ABV.LNDRY.
DRYER WASHER(VENT TO OUTSIDE)REF.
KITCHEN
GREAT ROOM
FOYER
PORCH
O. BATH
GARAGE
O. CLST
BEDROOM #2 / OFFICE
OWNERS BDRM.
SMOKECM / ATTICACCESSMUDRM.
OPT. PORCH
DINING
12'x10' DECK
OPT. 15'X10' EXP. DECK
SMOKECM / SS
S4S3S4S
SS SS G.F.I.P.S3
S3
S3SS
PANTRY BATHG.F.I.P.EXCH.AIRFURN
F.D.
WH
SMOKECM /
S
S3S
TO LIGHT
A/C UNIT
w/ BRACKET
G.F.I.P.G.F.I.P.MECH. / STORAGE
WS
FUT. BDRM. #5
FUT. FAMILY ROOM
R.I. BATH
SUMP
H20OPT.
3
9 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
OF
SHEET
SPACE
WASH.
LNDRY. ELEV.
SCALE: 3/8"=1'-0"
DRYER
SPACE30"CROWN MOULDING
9
8
C'TOP
RAISED
w/ FRONT
LOAD W&D 3'-5"2'-11 1/4"3'-0"7'-0"WALL MOUNT
7'-6"
O. BATH ELEV.
9
7
SCALE: 3/8"=1'-0"
3'-0"1'-6"3'-0"
MARBLE C'TOP.WHITE CULT.
NOTE:
OPT.
MIRROR
MARBLE C'TOP.WHITE CULT.
NOTE:
5 OPT. BUILT-INS @ DINING ELEV.
9 SCALE: 3/8"=1'-0"
GRANITE TOP w/ OPT. BUILT-INS
18" D.
1'-9"1'-9"3'-0"
5'-0"FILLERFILLER2'-11 1/4"3'-0"7'-0"MIRROR
WALL MOUNT
2'-6"
BATH ELEV.
SCALE: 3/8"=1'-0"9
63'-0"49" +/-NO HEARTH
PER SPECS
12" SURROUND @ FRONT ONLY
42" W.
GAS F.P.R.O. 42"x38 1/4" x 16 1/4"
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"
4'-6"
REFRIG.
SPACE2'-0"3'-0"
24" DEEP
CROWN MLDG
END PANEL
4'-6"
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
2'-0"1'-6"
CROWN
3'-0"1'-6"
MLDG
2'-0"1'-6"
OPT.
BUILT-INS 3'-0"7'-9"
OPT.
BUILT-INS
3'-8 1/4"
2'-6"
15" D.
MICRO
RANGE
SPACE
(VENT TO
OUTSIDE)
1'-6"
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"
3'-0"2'-0"
12'-6"
D.W.
SPACE
SINK
2'-0"1'-6"
CROWN
3'-0"1'-6"
MLDG
1'-6"3'-0"7'-9 1/2"
2'-6"
15" D.
(VENT TO
OUTSIDE)
1'-6"
COOKTOP
HOOD VENT
OVEN /
MICRO
BW
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
XLOT 5, BLOCK 8, SUMMERS CREEK17960 GRESFORD LN., LAKEVILLE, MN"RICHMOND" 1640 VILLA HOMEMARK ELLIOTT HOMES7-20-2020 PERMIT
8-4-2020 REV. #1
8-28-2020 REV. #2
N.T.S.
MAIN LEVEL BRACEWALL2
BW
N.T.S.
BRACEWALL DETAILS3
BW
MIN. 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/ 2ROWS 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'' GRIDPATTERN 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 INTOFOUNDATION AND NAILED INTO FRAMING
MIN. (2) 1/2'' DIA. ANCHOR BOLT INSTALLED PER R403.1.6
W
SEE LEFT FORTYP. PORTALFRAME CONST.
FOR A PANEL SPLICE(IF NEEDED) PANELEDGES SHALL BEBLOCKED AND OCCURWITHIN 24'' OF MID-HEIGHT. ONE ROW OFTYP. SHEATH'G. TOFRAMING NAILING ISREQUIRED.IF 2x4 BLOCK'G. IS USEDTHE 2x4'S MUST BE NAILEDTOGETHER W/ 3 16dSINKER 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 PERTABLE R602.10.6.4 (ONOPPOSITE SIDE OFSHEATHING
ANCHOR BOLTSPER SECTIONR403.1.6
BRACED WALL LINECONTINUOUSLYSHEATHED WITHWOOD STRUCTURALPANELS
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 PERTABLE R602.3(1)
(2) FRAMING ANCHORS APPLIED ACROSSSHEATHING JOINT WITH A CAPACITY OF670# IN HORIZ. AND VERT. DIRECTIONS
SEE LEFT FORTYP. PORTALFRAME 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 SHEATHINGTO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO FLRFRAMING PERTABLE R602.3(1)
SEE LEFT FORTYP. PORTALFRAME CONST.
ON RAISED WOOD FLOOR - OVERLAP FLOOR OPTION
MIN. OVERLAP 9 1/4''WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOIST
MIN. OVERLAP 9 1/4''ATTACH TO RIM/BAND JOIST W/ 8dCOMMON 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
LNDRY.KITCHEN
GREAT ROOM
FOYER
PORCH
O. BATH
GARAGE
O. CLST
BEDROOM #2 / OFFICE
OWNERS BDRM.ATTICACCESSMUDRM.
DINING
12'x10' DECK
GARAGE PORTAL FRAMING PER BUILDING CODE IRC R602.10.6.4
BRACED WALL METHOD CS-WSP4'-0" PANELBRACED WALLLINE 1BRACED WALLLINE ABRACED WALLLINE 23'-5" PANEL
6'-0" GYP. PANEL
BRACED WALLLINE B
BRACED WALLLINE C
3'-5" PANEL
3'-2" PANEL3'-2" PANEL 3'-5" PANEL
4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL8'-0" GYP. PANEL
8'-0" GYP. PANEL
3'-3" PANEL 4'-5" PANEL
1'-4" PANEL
PANTRY BATH
Created by BAM version 052009
New Construction Energy Code Compliance Certificate
Place your
logo here
Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside
the building. The certificate shall be completed by the builder and shall list information and values of
components listed in Table N1101.8.
Date Certificate Posted
Mailing Address of the Dwelling or Dwelling Unit City
17960 Gresford Lane Lakeville
Name of Residential Contractor MN License Number
Mark Elliot Homes PM64995
THERMAL ENVELOPE RADON SYSTEM
Insulation Location
Total R-Value of all Types ofInsulationType: Check All That Apply X Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or
other system monitoring device)
Other Please Describe Here
Below Entire Slab
Foundation Wall R-15 x Exterior 2" CertiStud -- Interior 3/4" Thermax
Perimeter of Slab on Grade R-10 x
Rim Joist (Foundation)N/A
Rim Joist (1st Floor+)N/A Interior
Wall R-21 x
Ceiling, flat R-49 x Attic
Ceiling, vaulted R-38 x
Bay Windows or cantilevered areas N/A Interior
Bonus room over garage N/A Exterior & Interior
Describe other insulated areas
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC):0.28 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code
Fuel Type Natural Gas Natural Gas Electric Passive
Manufacturer Bryant Bradford White Bryant Powered
Model 912S MITW50 113A Interlocked with exhaust device.
Describe:
Rating or Size Input in
BTUS:42973 Capacity in
Gallons:
50 Output in
Tons:2 X RenewAire Exchanger EV130
Structure's Calculated Heat Loss: Heat
Gain:19,737 Basement and Duct in Floor trusses
Efficiency
AFUE or
HSPF%
92.00% SEER: 13
Calculated
cooling load:
19,737 Cfm's
" round duct OR
Mechanical Ventilation System " metal duct
Combustion Air Select a Type
Not required per mech. code
Select Type X Passive
Heat Recover Ventilator (HRV) Capacity in cfms:Low: Variable High:Other, describe:
x Energy Recover Ventilator (ERV) Capacity in cfms:58 Speed High:115 Location of duct or system:
Continuous exhausting fan(s) rated capacity in cfms:6 " 0
Location of fan(s), describe: Mechanical room in Garage Cfm's
Capacity continuous ventilation rate in cfms:115/58 CFM X " round duct OR
Total ventilation (intermittent + continuous) rate in cfms:50%=63CFM " metal duct
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
X9/9/2020
DJM