HomeMy WebLinkAboutLA176672 - 18014 Gresford Lane Permit PackCANNOT HOOK TO CITY SEWER/WATER
Giles Brothers Excavating
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:
1 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
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.
MA
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T
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O
M
E
S
11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
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 ANDOVERHANGS
25
'
-
6
"
CONC. PORCH
4" TRIM TYP.
6:12
6'-
0
"
T.O. 3048 SH
ALUM. SOFFIT& FASCIA
30 YR. ARCH. ASPHALT SHINGLES
2x OVER 6" TRIM
10" TRIM
12
"
L
P
C
O
L
U
M
N
6'-0"
LP PANEL
9'-
1
1
/
8
"
T.O. SUBFLR.
T.O. PLATE
1'-
8
1
/
4
"
T.O. FDN.
9'-
1
1
/
8
"
@ GARAGE
T.O. PLATE
12
12
12
12
STAT. (BLACKENED)
2x OVER 10" TRIM
1'-
0
"
7'-
1
1
1
/
2
"
T.O. 3048 SHSTAT. (BLACKENED)
3:12
6"
T
R
I
M
LP
P
A
N
E
L
LP
P
A
N
E
L
12" CANT.
10" TRIM
METAL CORNERS
TYP.
C/L
LP SMARTSIDE
SHAKE SIDING
2x OVER 6" TRIM
LP
P
A
N
E
L
LP
P
A
N
E
L
T.O. FDN.
8'-
8
"
@ DORMERT.O. PLATE
10
'
-
4
"
FP CHASE24"x60" FALSE
METAL
CORNERSTYP.
6"
T
R
I
M
VINYL SIDING PER SPECS
LP SIDING PER SPECS
STONE CAP
STONE TOTAL: 85.92 SQ. FT. (25.5%)
TOTAL SQ. FT.: 337.39
MATERIAL CALCULATIONS: FRONT ELEV.
LP LAP SIDING TOTAL: 37.05 SQ. FT. (11%)
LP SHAKE TOTAL: 89.01 SQ. FT. (26.4%)
LP TRIM / PANEL: 125.41 SQ. FT. (37.1%)
STONE TOTAL: 217.52 SQ. FT. (8.7%)
TOTAL SQ. FT.: 2,493.84
MATERIAL CALCULATIONS: ALL ELEV.
LP LAP SIDING TOTAL: 919.28 SQ. FT. (36.9%)
LP SHAKE TOTAL: 89.01 SQ. FT. (3.5%)
LP TRIM / PANEL: 421.08 SQ. FT. (16.9%)
VINYL LAP SIDING TOTAL: 846.95 SQ. FT. (34%)
Concept Approval
ONLYSubject to Field Inspection
Inspector Date
2015
MN Bldg
Code
01/06/2020dmathews
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
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
E
R
S
C
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E
K
LA
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V
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"C
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S
11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
OF
SHEET
SIDE ELEVATION
REAR ELEVATION
SIDE ELEVATION
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
@ GARAGE
9'
-
1
1
/
8
"
T.O. FDN.
ALUM. SOFFIT
& FASCIA
A/C UNIT
T.O. PLATE
9'
-
1
1
/
8
"
T.O. SUBFLR.
T.O. FDN.
1'-
8
1
/
4
"
10" TRIM
10" TRIM
METAL CORNERS
4" LP TRIM @ WDWS. & DOORS TYP.
12:12
12
6
12
6
12
3
T.O. PLATE
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
8" TRIM
8'
-
8
"
@ DORMER
T.O. PLATE
STONEWHERE INDICATED
2'-0"
VINYL SIDING
PER SPECS@ GABLE
LP SIDING PER SPECS
LP SIDING PER SPECS@ DORMER
T.O. PLATE
9'
-
1
1
/
8
"
T.O. SUBFLR.
T.O. FDN.
1'
-
8
1
/
4
"
METAL CORNERS
4" LP TRIM @ WDWS. & DOORS TYP.
SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
ALUM. SOFFIT& FASCIA
6:12
LP SIDING
PER SPECS
10" TRIM
12" CANT.
12:12
ALUM. SOFFIT
& FASCIA
STONE
ROOF LINE
BEYOND 12
6
T.O. PLATE
9'
-
1
1
/
8
"
T.O. SUBFLR.
T.O. FDN.
1'
-
8
1
/
4
"
12
6
10" TRIM
10" TRIM
12" CANT.METAL CORNERS
4" LP TRIM @ WDWS. & DOORS TYP.
VINYL SIDING
PER SPECS
FP VENT
SADDLE SEE ROOF PLAN
FOR PITCHES AND
OVERHANGS
LP SIDING PER SPECS
@ GABLELP SIDING PER SPECS
WHERE INDICATED
VINYL SIDING PER SPECS
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN
3 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
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S
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11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
OF
SHEET
A/C UNIT
w/ BRACKET
FURN
F.D.
WH
MECH. / STORAGE
WS
F
U
T
.
3
0
6
8
F
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" LEDGE2" FOAM
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 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
'
'
C
O
N
C
.
F
L
O
O
R
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
"
F
L
R
.
T
R
U
S
S
E
S
19
.
2
"
O
.
C
.
S
P
A
C
I
N
G
2-2x10 (DR)
5/0 BI-PASS
(9'-0"x11'-10")(25'-62"x12'-6")
RADON VENT
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.)
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-OVERHANGFDN. 1 1/2''8"
2"
TYP. SIDEWALL DETAIL
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.)
5'-0"
4'-
0
"
CONC. WDW WELL
3042 CSMT
2-9 1/2" LSL
2"
2"
2"
2"
9'-0" POURED FDN.
APPROX. 1,592 NET SQ. FT.
FILL FOR SLAB
UP 17 R (10" T.,
7-3/4" MAX. R.)
40'-0"
15'-0"12'-0"
56
'
-
0
"
6'-
0
"
50
'
-
0
"
56
'
-
0
"
1'-
0
"
28
'
-
0
"
27
'
-
0
"
14
'
-
4
"
13
'
-
8
"
8'-0 1/2"11'-6"
5'-
0
"
7'-
6
"
14
'
-
6
"
2'-
6
"
40'-0"
20'-0"20'-0"
21'-0"
13'-0"7'-0"
& HOUSE/PORCH
10
'
-
0
"
10'-6"9'-6"
18
"
F
L
R
.
T
R
U
S
S
E
S
19
.
2
"
O
.
C
.
S
P
A
C
I
N
G
3-9 1/2" LSL (DR)
FOUND. HELD IN 2"
FOR INSULATION
NOTE:
(TYP.)
FU
T
.
2
0
6
8
32
x
6
0
FU
T
.
TU
B
/
S
H
4'-3"
2x
1
0
T
R
T
D
.
J
O
I
S
T
S
16
"
O
.
C
.
S
P
A
C
I
N
G
3-2x10 TRTD. (FL)
SMOKECM /
12
"
C
A
N
T
.
A
B
V
.
2x6 BRG.2x6 BRG.
18
"
F
L
R
.
T
R
U
S
S
E
S
19
.
2
"
O
.
C
.
S
P
A
C
I
N
G
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
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'-
1
0
"
7'-1 1/2"
21
'
-
3
"
11
'
-
6
"
17
'
-
3
"
10'-1 1/2"10'-4"
30"x30" CONC.PAD FTG.
6x6 COL.
3'-8"4'-11"
16" DIA. FROSTFOOTING (60" D.)
6x6 TRTD. COL.
2-2x10 (DR)
2-2x10 (FL)
(2) TR
3-9 1/2" LSL (DR)
5'-
5
"
2'-11"2'-9"2'-4"
#1 Grade lumber required or
#2 (3)2x12 minimum for span
UFER 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
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
E
R
S
C
R
E
E
K
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V
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11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
OF
SHEET
P.H
.
TB
TR
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 & WOOD82" 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. / LVP12'-3" x 12'-6" (155 SQ. FT.)
59
BU
I
L
T
-
I
N
S
79
3-14" LVL
GREAT ROOM
9' CLG. / LVP FLR.
42
"
G
A
S
F
.
P
.
12'-8" x 13'-0" (167 SQ. FT.)
/ LVP
42" W. CONC. SIDEWALK
OP
T
.
FIBRGLS.
60x36 SHWR.
UNIT
5'-0"
210
6
8
2-9 1/2" LSL
2x
6
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
SL
O
P
E
C
O
N
C
.
6'x8' PATIO DR.
16'x7' O.H.D.R.O. 16'-1" FRAMING
O. CLST
8' CLG. / CARPET
36
"
V
A
N
.
BATH 2
BEDROOM #2
2
6
6
8
36
4
8
S
H
@
8
'
9' CLG. / CARPET
9' CLG. / VIN.
1/2 WALL w/ WD. CAP
MA
N
U
F
.
T
R
U
S
S
E
S
24
O
.
C
.
OP
T
.
B
U
F
F
E
T
C
A
B
S
.
(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 TRIMMER5'-0'' AND BIGGER = 2 TRIMMERSUNLESS NOTED OTHERWISE
INDICATES LOCATION OF SOLID BRG.
32
x
6
0
FG
L
S
.
TU
B
/
S
H
(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.
12" LP COL.* BEADBD. CLG.
AT
T
I
C
AC
C
E
S
S
APPROX. 490 SQ. FT.
MUDRM.
9' CLG. / LVP
BENCH /
APPROX. 9'-0'' CLG. @ MAIN LEVEL
APPROX. 1,592 SQ. FT.
HOOKS
OPT. PORCH
306
8
M
T
L
.
30
8
0
M
T
L
.
R&
S
H
2
-
2
0
6
8
26
6
8
R&
S
H
24
6
8
2
6
6
8
206
8
R&SH
R&
S
H
LINENSH.
9' CLG. / CARPET
9' CLG.
8'
S
O
F
F
I
T
2
8
6
8
8' SOFFIT
(5) SH.
(5) SH.
9' CLG. / LVP
26
6
8
R&
S
H
R&
S
H
36
"
V
A
N
.
LIN.CAB.
3
0
6
8
3068 PKT.
FL
D
G
.
C
'
T
O
P
.
(O
P
E
N
U
N
D
E
R
)
2 - 4072 SH @ 8'
60
"
V
A
N
.
DINING
9' CLG. / LVP FLR.10'-0" x 9'-0" (90 SQ. FT.)
3672 SH @ 8'3672 SH @ 8'4872 PICT. @ 8'
12'x10' DECK
DECKING PER SPECS OPT. 15'X10' EXP. DECK
MA
N
U
F
.
T
R
U
S
S
E
S
24
O
.
C
.
40'-0"
15'-0"12'-0"
8'-10"11'-6"12'-11"6'-9"
56
'
-
0
"
6'-
0
"
50
'
-
0
"
12
'
-
8
"
5'-
0
1
/
2
"
5'-
5
1
/
2
"
12
'
-
8
3
/
4
"
7"
3'-
1
1
"
5'-
2
1
/
2
"
4'-
4
3
/
4
"
6'-
2
1
/
4
"
6'-
6
1
/
2
"
56
'
-
0
"
1'-
0
"
28
'
-
0
"
27
'
-
0
"
14
'
-
4
"
13
'
-
8
"
3'-
2
"
8'-0 1/2"11'-6"
5'-
0
"
7'-
6
"
14
'
-
6
"
2'-
6
"
40'-0"
20'-0"20'-0"
21'-0"
13'-0"7'-0"
6'-7"6'-5"
10
'
-
0
"
10'-6"9'-6"
RADON VENT
2x6 PA
4"8'-1"4"12'-3"
2-7
1
/
4
"
L
S
L
(
D
R
)
2-2x8 (DR)
4"
LP SOFFIT
SD
SMOKECM /
OPT. VAULT
69
19
BU
I
L
T
-
I
N
S
OP
T
.
OP
T
.
2
-
2
6
6
8
P
K
T
.
2'-
4
1
/
4
"
1'-
1
0
1
/
2
"
24
2
4
P
I
C
T
.
@
8
'
24
2
4
P
I
C
T
.
@
8
'
2'-
0
1
/
2
"
2'-
0
1
/
2
"
or
3
0
6
8
B
A
R
N
D
R
.
OPT. EXP.ISLAND
INDICATED
STONE WHERE
24
4
8
S
H
@
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'-11 1/2"2'-8 3/4"
2'-
0
"
4'-
0
"
5'-
0
"
12"
CANT.
9'-
4
"
5'-
2
"
2'-
6
"
36" H. WALL w/ WD. CAP
1'-
3
"
3 1/2"
3'-10"8"
6'-
8
"
7'-
8
"
4'-
0
"
9'-
8
"
3'-
9
"
3'-
1
0
"
3'-
5
"
3'-5"
3'-
0
"
3'-6"3'-6"
2-2
x
1
0
2-
2
x
1
0
2-
2
x
1
0
2-
2
x
1
0
4 1/2"4 1/2"
8'-10 1/2"
MA
N
U
F
.
T
R
U
S
S
E
S
24
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
4x4 TRTD. COL.
59
3068 PKT.
3'-5"
MICRO/ OVEN
OPT. UPGRADED KITCHEN
DW
GAS COOKTOPHOOD VENT ABV.(VENT TO OUTSIDE)
REF.
KITCHEN
OPT. EXP.ISLAND
Temper
Hold-downs needed
for minimal panel
width per code.
PFGPFH
8
8
-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
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
E
R
S
C
R
E
E
K
LA
K
E
V
I
L
L
E
"C
H
A
R
L
E
S
T
O
N
"
V
I
L
L
A
H
O
M
E
S
P
E
C
.
MA
R
K
E
L
L
I
O
T
T
H
O
M
E
S
11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
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 OF
3/4" 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 ROCK
CONTINUOUSUNDER SLAB0'-16"
SILT FABRIC
FOUNDATION WALL
CONC. FTG.
4" DRAIN TILE
2
SCALE: NO SCALE5
TO
P
O
F
F
D
N
.
RIM DETAIL3
SCALE: NO SCALE5
2" RIGID INSULATION
R-10 w/ WATCHDOG
WATERPROOF COATING
AROUND HOUSE FOUND.
2" RIGID INSULATIONR-10 w/ WATCHDOGWATERPROOF COATING
AROUND HOUSE FOUND.
2x8 TRTD. SILL
SHEATHING FLUSH
WITH INSULATION
NOTE:
FOUNDATION TO BE
HELD IN 2" FROM
SHEATHING & OUTSIDEDIMENSIONS.
CANTED 1-1/2"
R-5 THERMAX AT
INTERIOR FOUND.
AS REQUIRED
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
"
HE
E
L
H
T
.
1/2" GYP. SHEATHING ON GARAGE WALLS5/8" TYPE 'X' GYP. BD. ON GARAGE CEILS.
18" FLOOR TRUSSES
1'
-
8
1
/
4
"
9'
-
1
1
/
8
"
T.O. FOUND.
T.O. SUBFLR.
T.O. PLATE
TRUSSES @ 24" O.C.
(DESIGNED BY MFR)
6
12
R-49 INSUL.
10
'
-
0
"
GARAGE
4" SLOPED CONC.
W/ REBAR PERENGINEERS REPORT
10'-0" 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 TRUSSESAT FRONT OF HOME(10'-0" H. FDN. WALL)
SPRAY FOAM RIM
SPRAY FOAM RIM
8'-
1
0
"
+
/
-
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 COATINGAROUND HOUSE FOUND.
20x8 CONC. FTG.
8
1
/
4
"
6"
HE
E
L
H
T
.
6
12
3
12
4"
HE
E
L
H
T
.
9'
-
0
"
FUT. BDRM. #5 R.I. BATH
8
1
/
4
"
4"
5'-6"
8'-
8
"
6 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
E
R
S
C
R
E
E
K
LA
K
E
V
I
L
L
E
"C
H
A
R
L
E
S
T
O
N
"
V
I
L
L
A
H
O
M
E
S
P
E
C
.
MA
R
K
E
L
L
I
O
T
T
H
O
M
E
S
11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
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
4" LEDGE
HEADER
HURRICANE CLIP ATTACHEDTO COLUMN
& BEAM
11 7/8" OSB STRINGERW/ 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 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 TRUSSES
1'-
8
1
/
4
"
9'-
1
1
/
8
"
T.O. SUBFLR.
T.O. PLATE
TRUSSES @ 24" O.C.
(DESIGNED BY MFR)
R-49 INSUL.
10
'
-
0
"
W/ REBAR PER
ENGINEERS REPORT
10'-0" 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
SPRAY FOAM RIM
8'
-
1
0
"
+
/
-
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 INSULATIONR-10 w/ WATCHDOG
WATERPROOF COATINGAROUND HOUSE FOUND.
PORCH
12" SQ.LP COLUMN
20x8 CONC. FTG.
10
"
HE
E
L
H
T
.
6
12
T.O. FOUND.
MECH. / STORAGEFUT. FAMILY ROOM
6
12
9'-
0
"
KITCHEN
8
1
/
4
"
4x4 TRTD. COL.
2x OVER 10" TRIM
2
5
3
5
R-5 THERMAX AT
INTERIOR FOUND.
AS REQUIRED
UNEXCAVATED 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
R-4 ON PIPE IN ATTIC
7 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
E
R
S
C
R
E
E
K
LA
K
E
V
I
L
L
E
"C
H
A
R
L
E
S
T
O
N
"
V
I
L
L
A
H
O
M
E
S
P
E
C
.
MA
R
K
E
L
L
I
O
T
T
H
O
M
E
S
11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
OF
SHEET
SCALE: 1/8" = 1'-0"
ROOF PLAN1
7
SA
D
D
L
E
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
"
12:12
RI
D
G
E
RIDGE
1'-0"
1'-
0
"
1'-6"
16
'
-
6
"
6:
1
2
6:
1
2
3:
1
2
6:
1
2
12:12
2'
-
0
"
3'-
0
"
8"
6'
-
0
"
8 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
E
R
S
C
R
E
E
K
LA
K
E
V
I
L
L
E
"C
H
A
R
L
E
S
T
O
N
"
V
I
L
L
A
H
O
M
E
S
P
E
C
.
MA
R
K
E
L
L
I
O
T
T
H
O
M
E
S
11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
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.
SS
TV
AB
V
.
F
P
.
NOTE:TECH TUBE
TV
W.P
.
RGH.-IN FAN
G.F
.
I
.
P
.
S3 S3
OPT.
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
AT
T
I
C
AC
C
E
S
S
MUDRM.
DINING
SD
SMOKECM /
GDO
G.F.I.P.
S
G.F.I.P.
G.F
.
I
.
P
.
G.F
.
I
.
P
.
W.P.
S
SS
S
S
SS
3
S3 S3
S 4
G.F
.
I
.
P
.
S 3S 3
S
S3
S3
S3
S3
S
S3
S S
S3
DISP
S
SS3
S
TO LIGHT
RGH.-IN FANOPT.
SS
G.F
.
I
.
P
.
G.F.I.P.
G.F
.
I
.
P
.
EXCH.AIR FURN
F.D.
WH
MECH. / STORAGE
WS
FUT. BDRM. #5FUT. FAMILY ROOM
R.I. BATH
SUMP
H20
OPT.
RADON VENT
SMOKECM /
S
S3S
TO LIGHT
A/C UNIT
w/ BRACKET
G.F
.
I
.
P
.
G.F
.
I
.
P
.
9 9
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
AGENT:X
X
LO
T
3
,
B
L
O
C
K
7
,
S
U
M
M
E
R
S
C
R
E
E
K
LA
K
E
V
I
L
L
E
"C
H
A
R
L
E
S
T
O
N
"
V
I
L
L
A
H
O
M
E
S
P
E
C
.
MA
R
K
E
L
L
I
O
T
T
H
O
M
E
S
11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
OF
SHEET
2'
-
1
1
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
SPACE
30
"
CROWN MOULDING
9
8
C'TOP
RAISED
OPT. 2" SUPPORT
w/ FRONTLOAD W&D 3'
-
5
"
2'
-
1
1
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-INS
GL
A
S
S
GL
A
S
S
GL
A
S
S
GL
A
S
S
NOTE: PUCK LTS. ATGLASS DOORS
15" D.
1'-9"1'-9"5'-5 1/4"
2'-6"2'-6"
49
"
+
/
-
NO HEARTH
PER SPECS
12" SURROUND @ FRONT ONLY
42" W.GAS F.P.R.O. 42"x
38 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"
2'-0"
REFRIG.
SPACE
2'-
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"
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.
SPACE
2'
-
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 TOOUTSIDE)
HOOD VENT
BW
07-00-BUYERPROJECT #
BUYER S/O
BUYER S/O
REVISIONS:
STARTED:
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X
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11-8-19 PERMIT
12-27-19 BW
1-9-2020 REV. #1
SHEETN.T.S.
MAIN LEVEL BRACEWALL2
BW
N.T.S.
BRACEWALL DETAILS4
BW
MIN. 3''x11 1/4'' NET HEADER(STEEL HDR. PROHIBITED)
EXTENT OF HEADER W/ SINGLE PORTAL FRAME
ONE BRACED WALL PANEL
10
'
-
0
'
'
M
A
X
.
H
E
I
G
H
T
(
T
O
P
O
F
H
D
R
.
)
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 WASHER
12
'
-
0
'
'
M
A
X
.
H
E
I
G
H
T
(
T
O
P
O
F
W
A
L
L
)
FULL HEIGHT OF WALL - SEE TO RIGHT FOR SPLICES
PO
N
Y
W
A
L
L
H
T
.
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
MI
N
.
O
V
E
R
L
A
P
9
1
/
4
'
'
WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOIST
MI
N
.
O
V
E
R
L
A
P
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
'
'
M
I
N
.
,
S
E
E
P
L
A
N
INTERMEDIATE
6''
3"
W/ 6d NAILS @ 3'' O.C.EDGES NAILED
LNDRY.
DRYERWASHER
KITCHEN
GREAT ROOM
FOYER
PORCH
O. BATH
GARAGE
O. CLST
BATH 2
BEDROOM #2
OWNERS BDRM.
AT
T
I
C
AC
C
E
S
S
MUDRM.
DINING
GARAGE PORTAL FRAMING PER BUILDING CODE IRC R602.10.6.4
BRACED WALL METHOD CS-WSP
3'-2" PANEL
4'-
0
"
P
A
N
E
L
4'-
0
"
P
A
N
E
L
4'-
0
"
P
A
N
E
L
4'-
0
"
P
A
N
E
L
4'-
0
"
P
A
N
E
L
BR
A
C
E
D
W
A
L
L
LI
N
E
1
BRACED WALLLINE A
BRACED WALLLINE C
BR
A
C
E
D
W
A
L
L
LI
N
E
2
4'-
0
"
P
A
N
E
L
4'-
0
"
P
A
N
E
L
4'-
0
"
P
A
N
E
L
4'-
0
"
P
A
N
E
L
3'-2" PANEL
3'-5" PANEL 3'-5" PANEL6'-7" PANEL 3'-1" PANEL
BRACED WALLLINE B8'-0" GYP. PANEL
8'-0" GYP. PANEL
1'-10" PANEL
1'-10" 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
reqXired for ³ConstrXction actiYit\ that resXlts in land distXrbance of eqXal 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.
³Permittees mXst ensXre a trained person Zill inspect the entire constrXction site at least once eYer\
seven (7) days during active construction and within 24 hours after a rainfall event greater than ½
inch in 24 hoXrs,´ (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
KP
X01/10/2020