HomeMy WebLinkAboutJohnson FinalN
122'
S0° 11' 19"E
179'-11 1/4"
S89° 59' 46"W
122'
N0° 11' 19"W
179'-11 1/4"
N89° 59' 46"E
10'
20'
30'
10'
15'
15'
5'12'
47'
10'-6"
14'-9 15/16"
64'-5 3/8"
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EASEMENT
SETBACK
SETBACK
EASEMENT
GREENSIDE LOOPSETBACK
HARD
SURFACE
DRIVEWAY
SETBACK
MOW STRIP
CITY WALK
Plot Plan View 1 in = 10 ft
A-1
Site Plan
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
Sheet Schedule
A-1 Site Plan
A-2 Foundation Plan
A-3 Main Floor
A-4 Main Framing
A-5 Bonus Room
A-6 Roof Framing
A-7 Elevations
A-8 Elevations
A-9 3D
T Webb
Cons truction
Lot 2 Block 1 Pine Brook Estates
Parcel: RPRPNBK2010020
Zone: Res
Lot Size 21800 SF (0.5 Acres)
New Construction
Single Family Dwelling
Main Floor = 2984 SF
Bonus Floor = 325 SF
Attached Garage = 1329 SF
Covered Patios = 195 SF
Energy Compliance
Prescriptive Energy Code
R-30 Min in Floors
R-20 Min in Walls
R-38 Min in Attic Spaces over
Living area
.35 U-Value Min Low-E Windows
For Conditioned Crawl:
Same as prescriptive above with
addition of:
R-19 Min Foundation Perimeter
Slope Grade away from Foundation
6" in 10' min
Final grading to be maintained
after landscaping
Do not drain storm water onto
adjacent lots
Berms/swale to be maintained
after final inspection
Notes:
1. Builder to verify all dimensions,
specifications, and elevations and
report any errors and/or
omissions prior to construction.
2. Floor height 15" above curb height
3. Provide string lines over property
pins at time of inspections.
S
S
FV
FV
FV
FV FV
FV FV
FV
FVFV
8'-7"8'8'-7"28'-11"19'-10"
96'-5"
3'-7 1/2"9'-3"3'-7 1/2"
16'-6"6'
34'-11"
16'-6"
51'-5"
2'
15'
1'-2"3'-2"12'-5"
25'-10"53'-10"16'-9"
96'-5"
25'-10"
3'-2"
1'-5"
30'-5"
2'-6"
9'-3"
2'-6"
9'-3"
2'-6"
26'
2'
8'
CL
9'-2"
CL
12'-10 1/2"
12'-10 1/2"
CL
8'-3"
8'-3"
CL
8'-3"
CL
8'
CL
13'-1 1/2"
CL
12'-10 1/2"
9'-2"
10'-9 1/2"6'-8 1/2"
13'-6"
7'-9 1/2"
23'-3 1/2"
6'-7 1/2"
12'-1 1/4"11'-1 1/2"CL
9'-10 1/4"
CL
8'-3"
CL
4'-6"
CL
10'-3 3/4"
5'-4 1/4"
2'-8"
21'-11 1/2"
22'
GARAGE
4" MIN CONCRETE SLAB OVER
4" COMPACTED GRAVEL
SLOPE 1/8" PER FT TO OPENING
30" MIN CLEAR
CRAWLSPACE
TOP OF
FOUNDATION TO
BE MIN. 12" =2%
ABOVE GUTTER
12" MIN TO 36" MAX OVERDIG
FROM EDGE OF FOOTING
IRC SECTION R317.1
WOOD SIDING, SHEATHING, AND
WALL FRAMING ON THE EXTERIOR
OF A BUILDING TO BE 6" MIN. FROM
EARTH & 2" FROM CONCRETE OR BE
PRESERVATIVE TREATED
DEPENDING ON SLAB HEIGHT MAY REQUIRE LANDNG:
2018 IRC R311.3.1
THE LANDING OR FLOOR ON THE EXTERIOR SIDE SHALL
NOT BE MORE THAN 7-3/4 INCHES BELOW THE TOP OF
THE THRESHOLD PROVIDED THAT THE DOOR DOES NOT
SWING OVER THE LANDING
BLOCKOUT FOR 9X8 OHD
VERIFY RO WITH BUILDER
BLOCKOUT FOR 9X8 OHD
VERIFY RO WITH BUILDER
BLOCKOUT FOR 9X8 OHD
VERIFY RO WITH BUILDER
PORCH HARD SURFACE
4" MIN CONCRETE SLAB OVER
4" COMPACTED GRAVEL
18X24 CONC. PIER
TO BE ISOLATED FROM
CONC. SLAB FOR FROST
HEAVE TYP
INTERIOR BEARING WALL
INTERIOR BEARING WALL
INTERIOR BEARING WALL
Foundation View 1/4 in = 1 ft
A-2
Foundation
Plan
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
Energy Compliance
Prescriptive Energy Code
R-30 Min in Floors
R-20 Min in Walls
R-38 Min in Attic Spaces over Living area
.35 U-Value Min Low-E Windows
For Conditioned Crawl:
Same as prescriptive above with
addition of:
R-19 Min Foundation Perimeter
All Headers (2) 2x10 UNO
FV = Foundation Vent
Isolated
Concrete
Column
BCB36R B27
BCB33
B24R
SB36
SB39
SB36
SB48
SB48
B24R
B33DCB36R
SB42
B12R
B30
B24R
B27
RB42 B33
DW
B24R
B30
B30
B30
B30
B30
B30
B2418
B2418
B36
B2418
BCB36R B27
BCB33
B24R
SB36
SB39
SB36
SB48
SB48
B24R
B33DCB36R
SB42
B12R
B30
B24R
B27
RB42 B33
DW
B24R
B30
B30
B30
B30
B30
B30
B2418
B2418
B36
B2418
WASHER
DRYER
SHWR
REF.
DBL OVEN
FURNWSWH
GAS METER
SHWR
W2436R
W3336W3336HOODW3036DCW2436RW1236R
W2436R
W2436R
W2736
W3036
W3036
W3036
W2472
W2472
W2472
CD
FAN
FAN
FAN
FAN
SD
SD
SD
SD
SD
3068
3050FX
3068 3050SH 3060FX
3020FX
3060FX
3020FX
3060FX
3020FX
3080
3220FX
3080 FX
3020FX
3068
4090
5068
3068
3050SH 3050SH 3050SH
3068
2640SH3680
3820FX
3060SH
3020FX
3060SH
3020FX
3050SH3050SH
3050FX
3050FX
3050FX
9080
9080
9080
2868
2868
4068
2668
2868
2868
3068
2868
2868
4068
4014FX
2640SH
2868
3668
2668
3068
4868
3068
3068
4868
3068
4068
2668
3050SH
UL LISTED FIREPLACE
UP
3'-1"11'-9"4'-8"3'-4 1/2"3'-4 1/2"20'-3 1/2"7'-3 1/2"2'-9"14'
8'-2 3/4"3'-4 1/2"8'-2 3/4"
4'-3 1/2"4'-3 1/2"4'4'4'-3 1/2"4'-3 1/2"
16'-6"8'-7"8'8'-7"28'-11"19'-10"
96'-5"
8'-3"8'-3"
3'
1'-6 1/2"
4'-5 1/2"
9'-5"
18'
3'
30'-5"
26'
58'-5"
7'-1 1/2"
11'-9"
7'-1 1/2"
9'-10 1/4"
8'
21'-3 1/4"
13'-7 3/4"
14'-3 1/2"
13'-8"
6'-11 1/2"
6'-1 1/2"
2'-4 1/2"
8'
51'-5"
8'
2'
15'
6'-9 3/4"9'-7 1/2"3'-4 1/2"6'-0 1/4"
5'-0 1/2"6'14'-9 1/2"5'-11 1/2"5'-8 1/2"20'-2 1/2"7'-6 1/2"14'-5"16'-9"
96'-5"
3'
6'
15'-1 1/2"4'-8 1/2"8'-6 1/2"5'-5 1/2"2'-4 1/2"12'-6 1/2"
4'-4 1/2"3'-4 1/2"9'-8"
19'-10"
2'-1 1/2"
5'-6 1/2"
5'-10 1/2"
7'-5 1/2"
2'-6 1/2"
3'-7"
5'-3"
4'-4 1/2"
7'-9 1/2"
25'-2"
11'-10 9/16"
2'
6'6'-4 1/2"
9'-7 1/2"
5'-6"
3'-11"
3'-0 1/2"
1'-10 1/2"
1'-10 1/2"
3'-11"5'-2"
7'-8"
4'
53'-10"25'-10"
16'-6"
34'-11"
6'
2'
2'
5'
2'-4 1/2"
7'-6 1/2"6'-1 3/4"1'-11 3/4"
3'-5 1/2"
8'-3 1/2"
13'-4"
9'-11 1/2"
3'-6"
4'-3 1/2"
3'
7'-5 1/2"
1'-5 1/2"1'-6"
4'
5'-10 9/16"
2'-4 1/2"
3'-6 1/2"
5'-2 1/2"
6'-3 1/2"
1'-7"
1'-7"
3'
4'3'-6"
7'-5"10'-9 1/2"6'-8 1/2"
4'-0 1/4"
8'-1"
4'-4 3/4"
6'-7 1/2"
13'-6"
23'-3 1/2"
2'-8 1/2"
11'-8 3/16"11'-7 1/16"
2984 SQ FT
4" MIN CONCRETE SLAB OVER
4" COMPACTED GRAVEL
SLOPE 1/8" PER FT TO OPENING
FIRE SEPARATION COMMON WALLS
TO BE 5/8" GYPSUM ON GARAGE FACE
ALL PENETRATIONS TO BE FIRE CAULKED
20 MIN FIRE DOOR
W/SELF CLOSING
HINGES
4" MIN CONCRETE SLAB OVER
4" COMPACTED GRAVEL
LIVING AREA
GARAGE
OFFICE
PANTRYGUEST BED
WIC
GUEST BATH
PRIMARY BED
GREAT
WIC
BED 4
BED 3
COV PATIO
PRIMARY BATH
ENTRY
11' CEILING
11' CEILING
11' CEILING
11' CEILING
9' CEILING
9' CEILING
9' CEILING WITH TRAY
9' CEILING
9' CEILING
KITCHEN/DINING
9' CEILING 9' CEILING
9' CEILING
9' CEILING
9' CEILING
9' CEILING
11' CEILING
9' CEILING
9' CEILING
MUD
9' CEILING
FIRE SEPARATION
COMMON WALLS
TO BE 5/8" GYPSUM
ON GARAGE FACE
ALL PENETRATIONS
TO BE FIRE CAULKED
4" MIN CONCRETE SLAB OVER
4" COMPACTED GRAVEL
SLOPE 1/8" PER FT TO OPENING
EGRESS
EGRESS
EGRESS
GAS LINE PROTECTION SHED ROOF
CRAWL
ACCESS
ATTIC ACCESS
MIN -22X30
BATH 3
LAUNDRY
EGRESS
LINEN
MECHANICAL
TEMP TEMP
CRAWL
ACCESS
INTERIOR BEARING WALL
INTERIOR BEARING WALL
ATTIC ACCESS
MIN -22X30
ATTIC ACCESS
MIN -22X30
ATTIC ACCESS
MIN -22X30
INTERIOR BEARING WALL
Floor Plan View Dimensioned 1/4 in = 1 ft
A-3
Main Floor
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
Energy Compliance
Prescriptive Energy
Code
R-30 Min in Floors
R-20 Min in Walls
R-38 Min in Attic
Spaces over Living
area
.35 U-Value Min Low-E
Windows
For Conditioned
Crawl:
Same as prescriptive
above with
addition of:
R-19 Min Foundation
Perimeter
All Headers (2) 2x10
UNO
Main Floor = 2984 SF
Bonus Floor = 325 SF
Attached Garage =1329 SF
Covered Patios = 120 SF
New Foundation 9.5 inside 16 OC
S
S
1'-6"
2'
CL1'-4"
2'-9"1'-6"
4'-1 1/2"
2'
9 1/2 BCI5000 AT 16" OC OR EQ
18X24 MIN CRAWL SPACE
ACCESS REQUIRED WITHIN
20FT OF ALL UNDERFLOOR
CLEANOUTSCRAWL
ACCESS
18X24 MIN CRAWL SPACE
ACCESS REQUIRED WITHIN
20FT OF ALL UNDERFLOOR
CLEANOUTSCRAWL
ACCESS
Framing, Floor Plan View 1/4 in = 1 ft
A-4
Main Framing
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
Energy Compliance
Prescriptive Energy Code
R-30 Min in Floors
R-20 Min in Walls
R-38 Min in Attic Spaces over Living area
.35 U-Value Min Low-E Windows
For Conditioned Crawl:
Same as prescriptive above with
addition of:
R-19 Min Foundation Perimeter
All Headers (2) 2x10 UNO
Isolated
Concrete
Column
DN
SD CD
4040LS
12'
29'-7 1/2"
3'-11 1/2"
10"3'-11 1/2"
325 SQ FT
LIVING AREA
BONUS
STAIRWELL
EGRESS
ATTIC ACCESS
MIN -22X30
8' CEILING
Floor Plan View Dimensioned 1/4 in = 1 ft
7 7/16"
11"
7 3/4" RISE MAX
10" MIN RUN
3/4 - 1 1/4" NOSING
> 11" TREAD DEPTH
6'8" MIN HEADROOM
FROM NOSING
HANDRAIL 34"-38"
Stair Detail
A-5
Bonus Room
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
Energy Compliance
Prescriptive Energy
Code
R-30 Min in Floors
R-20 Min in Walls
R-38 Min in Attic
Spaces over Living
area
.35 U-Value Min Low-E
Windows
For Conditioned
Crawl:
Same as prescriptive
above with
addition of:
R-19 Min Foundation
Perimeter
All Headers (2) 2x10
UNO
Main Floor = 2980 SF
Bonus Floor = 325 SF
Attached Garage =1329 SF
Covered Patios = 120 SF
7 : 12
10 : 12
7 : 12
7 : 12
10 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
7 : 12
3 1/2 X 11 7/8 LVL BEAM
3 1/2 X 9 1/2 LVL BEAM
5 1/4 X 11 7/8 LVL BEAM
5 1/4 X 11 7/8 LVL BEAM
3 1/2 X 9 1/2 LVL BEAM
3 1/2 X 9 1/2 LVL BEAM
3 1/2 X 9 1/2 LVL BEAM
3 1/2 X 11 7/8 LVL BEAM
3 1/2 X 11 7/8 LVL BEAM
3 1/2 X 9 1/2 LVL BEAM
4X4 POST 4X4 POST
6'
10'
ATTIC ACCESS
MIN -22X30
ATTIC ACCESS
MIN -22X30
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSS
INTERIOR BEARING WALL
MATCH BOTTOM CHORD
OF ATTIC TRUSS
INTERIOR BEARING WALL
ATTIC TRUSS
ATTIC ACCESS
MIN -22X30
ATTIC ACCESS
MIN -22X30
INTERIOR BEARING WALL
GIRDER TRUSS
ATTIC ACCESS
MIN -22X30
Framing, Roof Plan View 1/4 in = 1 ft A-6
Roof
Framing
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
All Headers (2) 2x10 UNO
Truss Company a/o material supplier
to verify size of all beams called out
on plan - requires final truss design
Provide means to resist uplift at
each location shown on truss
design details
provide collar ties for hand
framed roof rafters &
overbuilds @ 4' o.c. min.
Roof framing plan may
not match final truss
layout. Please verify
all girder truss loads
on truss framing
layout from mfr.
Provice full height studs
in bearing walls below any
girder truss loads above.
Each truss ply to have a
stud below.
6'-8"8'
BOTTOM OF FOOTING
-4'-2"
TOP OF FOOTING
-3'-6"
8"
FOUNDATION
6"
4'
FIRST FLOOR
8 1/4"
2 1/4"
TOP OF PLATE
9'-9 3/8"
9'-1 1/8"
2ND FLOOR
10'-7 5/8"
10 1/4"
TOP OF PLATE
18'-8 3/4"
8'-1 1/8"
PEAK
23'-11 5/8"
5'-2 7/8"
7/12
7/12
Exterior Elevation Front
8'
6'-8"
BOTTOM OF FOOTING
-4'-2"
TOP OF FOOTING
-3'-6"
8"
FOUNDATION
6"
4'
1ST FLOOR
8 1/4"
2 1/4"
TOP OF PLATE
9'-9 3/8"
9'-1 1/8"
2ND FLOOR
10'-7 5/8"
10 1/4"
TOP OF PLATE
18'-8 3/4"
8'-1 1/8"
PEAK
23'-11 5/8"
5'-2 7/8"7/12
Exterior Elevation Back
A-7
Elevations
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
BOTTOM OF FOOTING
-4'-2"
TOP OF FOOTING
-3'-6"
8"
FOUNDATION
6"
4'
FIRST FLOOR
8 1/4"
2 1/4"
TOP OF PLATE
9'-9 3/8"
9'-1 1/8"
2ND FLOOR
10'-7 5/8"
10 1/4"
TOP OF PLATE
18'-8 3/4"
8'-1 1/8"
PEAK
23'-11 5/8"
5'-2 7/8"
6'-8"
7/12
Exterior Elevation Left
6'-8"
BOTTOM OF FOOTING
-4'-2"
TOP OF FOOTING
-3'-6"
8"
FOUNDATION
6"
4'
FIRST FLOOR
8 1/4"
2 1/4"
TOP OF PLATE
9'-9 3/8"
9'-1 1/8"
2ND FLOOR
10'-7 5/8"
10 1/4"
TOP OF PLATE
18'-8 3/4"
8'-1 1/8"
PEAK
23'-11 5/8"
5'-2 7/8"
7/12
Exterior Elevation Right
A-8
Elevations
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.
A-9
3D
DRAWINGS PROVIDED BY:
DATE:
Wallace Building Design
James Wallace 208-404-3498
wallacebuildingdesign@gmail.com
7/19/2024
TWebb Construction
Lot 2 Block 1 Pine Brook Estates
Designer is not a licensed
engineer and will claim no
responsibility for structural
items. The designer's liability
regarding errors and/or
omissions will be limited to
the correction of the original
drawings.