HomeMy WebLinkAboutLA203800 - 17940 Grantham Ln 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:
GLS.GLS.GLS.GLS.
SEE ROOF PLAN FOR
ROOF PITCHES AND
OVERHANGS
25'-5 3/4"CONC. PORCH
4" TRIM TYP.
6:12
ALUM. SOFFIT
& FASCIA
30 YR. ARCH.
ASPHALT SHINGLES
2x OVER 6" TRIM
10" TRIM
14" LP COLUMN6'-0"9'-1 1/8"T.O. SUBFLR.
T.O. PLATE 1'-8 1/4"T.O. FDN.6" TRIM 9'-9 1/8"@ GARAGE
T.O. PLATE
12
12
12
12
2x OVER 10" TRIM1'-0"7'-2"T.O. 3048 SH
STAT. (BLACKENED)
6" TRIM
12" CANT.
10" TRIM
METAL
CORNERS
TYP.
C/L
LP SHAKE SIDING
T.O. FDN.8'-6"@ DORMER
T.O. PLATE
9'-6"FP CHASE
24"x60" FALSE
12:12
12
12
12
12
STONE WHERE
STONE TOTAL: 211.23 SQ. FT. (50.95%)
TOTAL SQ. FT.: 414.58
MATERIAL CALCULATIONS: FRONT ELEV.
LP LAP SIDING TOTAL: 26.56 SQ. FT. (6.41%)
LP TRIM / SHAKE: 176.79 SQ. FT. (42.64%)
STONE TOTAL: 218.52 SQ. FT. (10.00%)
TOTAL SQ. FT.: 2,182.90
MATERIAL CALCULATIONS: ALL ELEV.
LP LAP SIDING TOTAL: 1,442.53 SQ. FT. (66.09%)6" TRIM LP SIDING INDICATED5'-0"LP TRIM / SHAKE: 521.96 SQ. FT. (23.91%)SADDLENOTE:
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:
1'-6"
1'-6"2'-0"12:12 RIDGERIDGE
1'-6"1'-0"1'-6"6:126:126:1212:12
2'-0"1'-0"1'-6"5'-6"1'-6"1'-6"1'-0"1'-6"12:12
12:12
12:1212:12
12:12 12:12RIDGE
12:12 EYEBROW
GUTTERS SUPPLIED &
INSTALLED (VERIFY LOCATIONS)
NOTE:
GUTTERS SUPPLIED &
INSTALLED (VERIFY LOCATIONS)
NOTE:
1 7
SCALE: 1/4" = 1'-0"
FRONT ELEVATION
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
OF
SHEET
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
SCALE: 1/8" = 1'-0"
ROOF PLAN
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2020
MN Bldg
Code
07/05/2022dmathews
12:12
ALUM. SOFFIT
& FASCIA
12
6
T.O. PLATE
9'-1 1/8"T.O. SUBFLR.
T.O. FDN.1'-8 1/4"12
6
12" CANT.4" VINYL TRIM @ WDWS. & DOORS TYP.
FP VENT
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
12:12
10" TRIM
LP SIDING
PER SPECS
ROOF LINE
BEYOND
SADDLE
LP SHAKE SIDING
12:12
METAL
CORNERSTYP.
VERIFY GRADE
TOTAL SQ. FT.: 651.77
MATERIAL CALCULATIONS: LEFT ELEV.
LP TRIM / SHAKE: 172.14 SQ. FT. (26.41%)
LP LAP SIDING TOTAL: 479.63 SQ. FT. (73.59%)
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"4" VINYL TRIM @ WDWS. & DOORS TYP.
12
6 T.O. PLATEALUM. SOFFIT
& FASCIA
LP SIDING
PER SPECS
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
12:12
10" TRIM
12
6
12:12
8'-6"@ DORMER
T.O. PLATE
12:12
LP SHAKE SIDING
METAL CORNERSTYP.
10" TRIM VERIFY GRADE
TOTAL SQ. FT.: 735.41
MATERIAL CALCULATIONS: RIGHT ELEV.
STONE TOTAL: 7.29 SQ. FT. (1.02%)
LP TRIM / SHAKE: 104.81 SQ. FT. (14.25%)
LP LAP SIDING TOTAL: 623.31 SQ. FT. (84.73%)T.O. PLATE
9'-1 1/8"T.O. SUBFLR.
T.O. LOOKOUT
1'-6 3/4"SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
ALUM. SOFFIT
& FASCIA
6:12
LP SIDING
PER SPECS
12
12
12
12
METAL CORNERSTYP.
10" TRIM
12'-0" DECK LEDGER
TOTAL SQ. FT.: 381.14
MATERIAL CALCULATIONS: REAR ELEV.
LP LAP SIDING TOTAL: 313.03 SQ. FT. (82.13%)
LP TRIM / SHAKE: 68.11 SQ. FT. (17.87%)
EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY:
HOME SITE, FILL AND TOPOGRAPHY WILL DICTATE
ACTUAL GRADES AND MAY VARY FROM THOSE
SHOWN ON THE PLAN.2 7
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
OF
SHEET
SIDE ELEVATION
SCALE: 3/16" = 1'-0"
REAR ELEVATION
SIDE ELEVATION
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
Secure door closed until deck is
constructed with a separate permit.
A/C UNIT
w/ BRACKET
FURN
F.D.
WH
MECH. / STORAGE
WS FUT. 3068FUT. 2668FUT. 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
6"
4"
10"
GARAGE/HOUSE
COMMON WALL
2x8 TREATED SILL
OVERHANG FDN. 2''
GARAGE SLAB
2'' RIGID INSUL.
MAIN FLR
SEE FIRST FLOOR FOR
GARAGE DOOR SIZE FOR M.O.
NOTE:
4" LEDGE
6"2"CONC.CONC.
3 1/2'' CONC. FLOOR
TYP. FND @ HOUSE
8" POURED CONC. (8'-4" 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. 24682-2x10 (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.)2"2"2"2"
9'-0" POURED FDN.
APPROX. 1,592 NET SQ. FT.
FILL FOR SLAB
UP 16 R (10" T.,
7-3/4" MAX. R.)57'-0"7'-0"50'-0"57'-0"2'-0"28'-0"27'-0"14'-4"13'-8"9'-0 1/2"11'-6"5'-0"7'-6"14'-6"2'-6"40'-0"
19'-0"21'-0"
9'-0"
13'-0"6'-0"
& HOUSE/PORCH
11'-0"10'-0"18" FLR. TRUSSES19.2" O.C. SPACING3-9 1/2" LSL (DR)
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.) FUT. 206834x60FUT.
SHWR.
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
10'-3 3/4"3'-2 1/2"9'-9 3/4"16'-8"
11'-8 3/4"3'-2"1'-3"3'-0"7'-10"13'-0 1/4"3'-9"3'-10"7'-1 1/2"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'-8"2'-5"
2" FOAM
8"18" FLR. TRUSSES19.2" O.C. SPACING40'-0"
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.)
20"x8" CONT. CONC. FTGS.
REBAR PER CODE
42" H. x 8" W. POURED
CONC. FOUNDATION WALL
2" RIGID INSULATION
1 TRTD. PLATE
6042 SLIDER @ 7'
2-9 1/2" LSL
8042 SLIDER @ 7'
3-9 1/2" LVL
8'-10"11'-6"12'-11"6'-9"
6042 SLIDER @ 7'
2-9 1/2" LSL
11'-0"21'-3"PROVIDE GAS LINE
FOR FUT. FIREPLACE
* NOTE:
(VERIFY LOCATION)
w/ PUMP
WATER / WASTE LINE
RGH.-IN FOR FUT. WETBAR
* NOTE:
(VERIFY LOCATION)
SCALE: 3/16" = 1'-0"
FOUNDATION PLAN
3 7
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
OF
SHEET
BWPs
Above
BWPs
Above
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
TBTR
DW
GAS RANGEMICRO ABV.
LNDRY.
DRYERWASHER
9' CLG. / LVP
WIRE SH.
(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.
KITCHEN
9' CLG. / LVP
12'-3" x 12'-6"
(155 SQ. FT.)
3-16" LVL
GREAT ROOM
9' CLG. / LVP FLR.42" GAS F.P.12'-8" x 13'-0" (167 SQ. FT.)
/ LVP
42" W. CONC. SIDEWALK
FIBRGLS.
60x36 SHWR.
UNIT
5'-0"210682-9 1/2" LSL2x6 FOYER
9' CLG. / LVP
5'-11" x 7'-1"
44 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
2-CAR 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 #22668 3648 SH @ 8'9' CLG. / CARPET
9' CLG. / VIN.
1/2 WALL w/ WD. CAP MANUF. TRUSSES24 O.C.(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.
TRAY CLG. / CARPET
(12'-6"x13'-0")
(164 SQ. FT.)
SMOKECM /
SD
2 - 4072 SH @ 8'
DN 16 R (10" T.,
7-3/4" MAX. R.)
2x6
8/0 H. SOFFIT
MANUF. TRUSSES
24 O.C.
* BEADBD. CLG.ATTICACCESSAPPROX. 512 SQ. FT.
MUDRM.
9' CLG. / LVP
APPROX. 9'-0'' CLG. @ MAIN LEVEL
APPROX. 1,592 SQ. FT.
3068
M
TL.3080 MTL.R&SH2 - 20682
6
6
8R&SH24682668 2068
R&SH
R&SHLINENSH.
9' CLG. /
CARPET
9' CLG. 8' SOFFIT2
8
6
8
8' SOFFIT
(5) SH.
(5) SH.
9' CLG. /
LVP 2668R&SHR&SH36" VAN. 3
0
6
8
3068 PKT. DR.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"57'-0"7'-0"50'-0"12'-8"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"57'-0"2'-0"28'-0"27'-0"14'-4"13'-8"3'-2"9'-0 1/2"11'-6"5'-0"7'-6"14'-6"2'-6"40'-0"
9'-0"
13'-0"6'-0"
6'-3 1/2"6'-8 1/2"
10'-0"
RADON VENT
2x6 PA
SD
SMOKECM / 2'-4 1/4"1'-10 1/2"2424 PICT. @ 8'2424 PICT. @ 8'2'-0 1/2"2'-0 1/2"LP SIDING
LINE OF2448 SH @ 8'5'-0"WD. STEP
2'-9"
4'-4"3'-9"2'-9"5'-4 3/4"6'-1 1/4"
6'-1 1/4"
4'-8 3/4"12'-11 1/4"
7'-0 3/4"
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 1/2"2'-7 3/4"1'-8"4'-0"5'-0"12"
CANT.9'-4"5'-2"1'-3"3"
3'-1"6 1/2"6'-9"7'-7"4'-0"9'-8"3'-9"3'-10"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 CHASEFALSE
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
3068 PKT.
3'-5"
2'-0"
TYP.
19'-0"21'-0"
11'-0"
14" LP COL.
8'-4"4"
LP SOFFIT
4x4 TRTD. COL.
4"4" LSL (FL)2-7 1/4"
RECESS STEPSTONE
STONEBUILT-INSBUILT-INS* FULLY FINISH DRYWALL (NO PAINT)
MIRRORS
BY OWNER
* NOTE:
HOT / COLD
SPIGOT
5'-8"4'-0"5'-0"6'-0"3'-6"
SCALE: 3/16" = 1'-0"
MAIN FLOOR PLAN
4 7
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
OF
SHEET
Temper
8
8
8
5
5
8
PFH PFH
-Min. 15" clearance to any
obstruction from center of
W.C., 24" in front(typ).
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 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.
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"6"HEEL HT.6
12
FUT. BDRM. #5
R.I. BATH 8 1/4"NOTE: TOP HUNG TRUSSES
AT FRONT OF HOME
(9'-4" H. FDN. WALL)
SPRAY FOAM RIM
4"4"6 3/4" +/-4
12
2'-0"
WITH SILL SEALER
2x6 TREATED SILL
PER CITY CODE
ANCHOR STRAPS
20X8
GRADE
RIGID INSUL.6"HEEL HT.5'-6"8'-6"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
TREATED
JOIST
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" FROM
SHEATHING & OUTSIDE
DIMENSIONS.
CANTED 1-1/2"
5 7
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
OF
SHEET
SCALE: 1/4" = 1'-0"
SECTION1
5
N.T.S.
HOUSE / DECK CONNECTION DETAIL4
5
4" LEDGE
11 7/8" OSB STRINGER
W/ 2X4 BRACING
10 1/2" BULLNOSE LSL TREAD
1X8 PINE S4S RISER
NOTE:
MAX RISE= 7 3/4"
MIN. RUN= 10"
6'-8" CLEAR HEADROOM
BATH 2 BEDROOM #2GREAT 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 TRUSSES1'-6 3/4"9'-1 1/8"T.O. SUBFLR.
T.O. PLATE
TRUSSES @ 24" O.C.
(DESIGNED BY MFR)
R-49 INSUL.9'-4"W/ REBAR PER
ENGINEERS REPORT
9'-4" POURED WALL
DRAIN TILE
10" POURED WALL
R-5 INSUL. ATINTERIOR FOUND.
20x8 CONC. FTG.16x8 CONC. FTG.
NOTE: TOP HUNG TRUSSES
AT FRONT OF HOME
(10'-0" H. FDN. WALL)
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
CONC. STOOP
2" RIGID INSULATION
R-10 w/ WATCHDOG
WATERPROOF COATING
AROUND HOUSE FOUND.
PORCH10"HEEL HT.6
12
MECH. / STORAGE
FUT. FAMILY ROOM
6
12
KITCHEN
8 1/4"2
5
3
5 SIMPSON STRONG
TIE Ab46z
HEADER
HURRICANE
CLIP ATTACHED
TO COLUMN& BEAM
14" SQ.LP COLUMN
4x4 TRTD. COL.
2x OVER 10" TRIM
6 3/4" +/-4"SPRAY FOAM RIM
T.O. LOOKOUT
WITH SILL SEALER
2x6 TREATED SILL
PER CITY CODE
ANCHOR STRAPS
20X8
GRADE
RIGID INSUL.
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 OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN ASSHOWN, AND 3" O.C. IN ALL FRAMING MEMBERS TYP.
SHEATHING SPLICE (IF NEEDED) MUST BE
LOCATED WITH-IN 24" OF THE MID HEIGHT
OF 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
UNEXCAVATED SOIL
ALL SLABS WILL HAVE A MIN. 4" CLEAN AGGREGATE, COVERED BY
6 MIL POLY. THIS POLY WILL HAVE 12" LAP AT ALL SEAMS. ALL TEARS OR
PUNCTURES WILL BE SEALED OR COVERED BY POLY. ALL OPENINGS WILL BE
SEALED USING POLYURETHANE CAULK OR ELASTOMERIC SEALANT AT ALL OPNGS.
AN INSTALLED 3" GASTIGHT PVC PIPE WILL BE CONNECTED TO THE DRAIN
TILE SYSTEM. A "T" FITTING WILL BE INSTALLED WITH 10 L.F. EACH END
OF 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 90
DEGREE ELBOWS. IN UNCONDITIONED AREAS, THE RADON EXHAUST PIPE WILL
BE INSULATED WITH AN R4 SLEEVE. THIS PIPE WILL BE LABELED "PASSIVE
RADON" AT ALL ACCESSIBLE LOCATIONS.
AT ROOF EXIT LOCATIONS, MAINTAIN A 10' DISTANCE TO ANY WINDOW
LOCATION, 2' BELOW EXHAUST POINT AND ANY ADJACENT STRUCTURE. THE
LOCATION OF THE EXIT POINT, IN TRUSS AREA, WILL BE CLEAR OF ANY
OBSTRUCTIONS WITHIN 24" HORIZONTALLY AND 36" VERTICALLY.
INSTALL AN OUTLET AND PULL CHORD LIGHT FOR FUTURE EXHAUST FAN
ADDITION.
6 7
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
OF
SHEET
SCALE: 1/4" = 1'-0"
SECTION1
6
N.T.S.
PORTAL FRAME DETAIL2
6 N.T.S.
RADON DETAIL3
6
TVABV. FP.NOTE:
TECH TUBE
TV W.P.G.F.I.P.S3S3LTS.PENDANT
3 SS
C/L
7'-6"3'-2"6'-3 1/2"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.
SMOKE
CM /
SD
ATTICACCESSMUDRM.
DINING
SD
SMOKECM /
GDO
G.F.I.P.
S
G.F.I.P.G.F.I.P.W.P.
S
SS
S
S
SS
3 S3S3S4S3S3SS
S3
SS3 SSS3DISP
S
SS3
S
TO LIGHT
S
G.F.I.P.G.F.I.P.
S
(FIELD VERIFYLOCATION)
S
RGH.-IN U.C.LIGHTING
STRIPS3
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
SMOKECM /
S
S3S
TO LIGHT
A/C UNIT
w/ BRACKET G.F.I.P.G.F.I.P.w/ PUMP
SCALE: 3/16" = 1'-0"
MAIN FLR. ELECTRICAL PLAN
7 7
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
OF
SHEET
SCALE: 3/16" = 1'-0"
LOWER LEVEL ELECTRICAL PLAN
GARAGE PORTAL FRAMING PER BUILDING CODE IRC R602.10.6.4
BRACED WALL METHOD CS-WSP8'-0" GYP. PANELBRACED WALL
LINE B
BRACED WALLLINE C
BRACED WALLLINE D BRACED WALLLINE 1BRACED WALLLINE 3BRACED WALLLINE 24'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL3'-5" PANEL 3'-1" PANEL 3'-5" PANEL
4'-0" PANEL4'-0" PANEL4'-0" PANEL4'-0" PANEL5'-0" GYP. PANEL8'-0" GYP. PANEL7'-6" PANEL3'-5" PANEL 2'-10" PANEL
1'-10" PANEL1'-10" PANEL
8'-0" GYP. PANEL
8'-0" GYP. PANEL
5'-0" GYP. PANEL
LNDRY.
KITCHEN
GREAT ROOM
FOYER
PORCH
O. BATH
GARAGE
O. CLST
BATH 2
BEDROOM #2
OWNERS BDRM.
MUDRM.
DINING
4'-0" 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/ 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'' 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 BEBLOCKED AND OCCUR
WITHIN 24'' OF MID-HEIGHT. ONE ROW OF
TYP. SHEATH'G. TO
FRAMING 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 OFSHEATHING
ANCHOR BOLTS
PER 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 ACROSS
SHEATHING 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 SHEATHINGCONTINUOUS 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
4'-0" PANEL4'-0" PANEL
BRACED WALL METHOD CS-WSP
3'-5" PANEL 4'-0" PANEL
FUT. BDRM. #5 FUT. FAMILY ROOM
BW
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X17940 GRANTHAM LN., LAKEVILLELOT 20, BLOCK 5A, SUMMERS CREEK 2ND ADDITIONRICHMOND-1600 VILLA HOMEMARK ELLIOTT HOMES3-14-2022 SELECT
5-19-2022 PERMIT
N.T.S.
MAIN LEVEL BRACEWALL2
BW
N.T.S.
BRACEWALL DETAILS3
BW
N.T.S.
LOWER LEVEL BRACEWALL1
BW
Date Certificate Posted
X Passive (No Fan )Active (With fan and monometer
or other system monitoring
device)
Location (or future location) of Fan:
Other Please Describe Here
R-15
R-20 X
R-21 X
R-49 X
N/A
R-30 X
N/A
X Not applicable, all ducts located in conditioned space
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
60,000 Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
92
Cfm's
" round duct OR
" metal duct
X Not required per mech. code
Passive
Low: Other, describe:
X Low:
Location of fan(s), describe: Cfm's
6" " Flex duct OR
" metal duct Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Capacity continuous ventilation rate in cfms:
43,482
Heating Gain Cooling Load
13 SEER R4 10
Model
Heating System
50
50 140
Select Type
0.7
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):
18,735Residential Load Calculation
SEER
/EER
NAT Gas
Bryant
91250036060
Heating Loss
Manufacturer Bryant
NAT Gas
Output in
Tons:
PROG50 113ANA024
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Electric
Make-up Air Select a Type
Rheem
Domestic Water
Heater
MECHANICAL SYSTEMS
Rating or Size
Efficiency
2
Insulation Location
Foam, Closed Cell0.28
Describe other insulated areas
Interior WallsNon or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall
R-value
Average U-Factor (excludes skylights and one door ) U:
Duct system air tightness: Building envelope air tightness:
Attic
Rim Joist (1st Floor)
Mechanical Room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Ceiling, flat
Attic
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
Rim Joist (2nd Floor+)
0.29 Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade
Appliances Cooling System
BC665904
City Mailing Address of the Dwelling or Dwelling Unit
Combustion Air Select a Type
Location of duct or system:
18,735
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Place your
logo here
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
Mark Elliot Homes
MN License Number
Interior
Below Entire Slab Rigid, Extruded PolystyreneLakeville17940 Grantham Ln
THERMAL ENVELOPE RADON CONTROL SYSTEM
Total R-Value of all Types of InsulationType: Check All That Apply
Mineral FiberboardBuilders Associaton of Minnesota version 101014
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
6/20/22 X
PM