HomeMy WebLinkAboutPLANS - 20-00190 - Shaw - 907 Pine Brook Ln - New SFRSquare Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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PLOT DATE:
PLAN DATE:
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3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
GRADING & DRAINAGE:
1) It is the responsibility of the building parties to
verify grade and to build accordingly. Any req'd
steps in the foundation are the responsibility of
the building parties. It is the building parties
responsibility to keep the work area safe while
digging, scraping, backfilling and in all other
aspects of the building project and practices.
2)It is the responsibility of the building parties to
supply adequate drainage grade & or drainage
systems in the lot surrounding the building & in
the foundation as req'd by local codes & as
needed for local conditions. Use gravel as
requested by owner for extra drainage.
3) Finished grade is to provide sufficient slope for
drainage away from the building in all seasons &
as req'd by local code.
GENERAL CONSTRUCTION
NOTES:
1) The contractor is to review & verify these
drawings in their entirety before attempting to
build. Any & all discrepancies are to be reported
to 3Peak Design prior to beginning construction.
Any errors due to not reviewing the plans will be
the contractor's responsibility.
2) If a Structural Engineer is not Contracted by or
at the owners request to size all structural
portions of this building then the Owner & or
Builder will be responsible for all structural
designs. By building or starting to build this
building without the proper Engineering the owner
& or builder are in agreement to accept all
responsibility & liability for this building.
3) All building methods by the Owner, Builder,
Contractors, or Subcontractors or any other
persons or entities employed or contracted to
work on the building are to comply with the local
building codes in there entirety & with no
exceptions. If there are no local building codes
then all participating parties are to comply with the
States building codes or the current UBC or ICBO
building codes.
4) All specifications in the drawings indicate the
building in the finished state. The parties building
all or part of the building are responsible for
sound , current, & safe building practices, & on
site safety. Including temporary support for partial
walls, roofs, decks , etc. The parties building all or
part of the building shall not overload any portion
of the home and shall have no loads that exceed
the maximum indicated by the engineer (if
applicable to this building) for any duration of
time, temporary or permanent.
5) The owner / contractor shall verify all materials
and existing conditions at the job site, and fully
coordinate all dimensions and conditions of
details with other disciplines before attempting to
build.
6) Any and all variances due to the builder,
owner, or any other party without written consent
in the design stage or afterwards will void all
liabilities from the Engineers, designers, & other
parties involved in the design stages of the
building. The owner & or builder agree to hold
harmless all parties involved in the design stage
from any claims resulting from variances.
7) In the event of a conflict between pertinent
codes and regulations and referenced standards
on these plans, the more stringent provisions will
govern.
8) Any design loads shown are assumed loads.
The owner and contractor are responsible for
checking the actual soil and snow load
requirements. The owner & contractor are also
responsible for obtaining a soils report if
necessary.
GENERAL BUILDING NOTES:
1) The foundation is to be as per local code w/
footings placed as per local codes w/ frost line
depths being met. Due to great variance in grade
from building site to building site. it may be
necessary to step the foundation to meet code.
2) The soil conditions & any required testing are
the responsibility of the owner & or builder. If
unique conditions are found then it is the
responsibility of the parties finding the conditions
to report them to the proper engineers for
adequate modifications for the foundation.
3) Final finished grade is to be at least 6" from the
top of the foundation with a recommended 12" to
18". If local codes require something different
then that code is to be followed. Finished grade is
to provide sufficient drainage away from the
building with slope, French drains or other as
permitted by local codes. Sufficient drainage
varies from area to area due to weather
conditions so it is the responsibility of the owner &
or builder to provide such drainage specifications
or to acquire specifications from the local
authorities.
4) Foundation reinforcement & mechanical
connections shall comply with local Seismic &
Building code.
PLANS:
1) Great care and proficiency has been put into
producing accurate plans. Any discrepancies in
the plans shall be brought to the attention of
3Peak Design before attempting to build.
However due to the impossibility of being on the
site of construction, providing close supervision,
giving personal consultations, having control over
the actual construction, & due to the great
variation of building materials, methods,
practices, regulations, local codes, local building
conditions, & weather conditions, 3Peak Design
assumes NO liability or responsibility for any
damages due to poor building methods, practices,
errors or omissions, the failure to meet any & all
codes, and the failure of the builder to verify plans
before attempting to build. If the owner & or
builder chooses to not have these plans reviewed
by a structural engineer then the party making the
decision is responsible for all structural & other
related areas of the building.
2) The plans should be reviewed thoroughly & an
understanding of the plans & accepted building
practices & codes should be reached before
attempting to build.
3) All written dimensions shall take precedence
over scaled dimensions. Scaling off of the plans is
not recommended and may lead to error in the
final structure. The builder is to verify plans before
attempting to build. While every attempt has been
made to provide accurate plans 3Peak Design will
not guarantee against errors. The builder is to
verify plans before attempting to build.
CONCRETE:
1) All steel or other reinforcing in the concrete is
to be to local Building Codes. The Building parties
are responsible to ensure that all building
methods & practices are upheld.
2) All reinforcing is to be of accepted methods &
materials before beginning. Such as "re bar" that
is grade 30 for #3 bar & grade 60 for #4 bar &
bigger. Bar is to not be bent in the field unless it is
the standard sizes of #4, #5,  bars. All bar is
to be bent cold and shall not be welded.
3) Weld wire mesh may be used in the floors as
accepted by local codes, and only those meshes
that are approved for such use.
4) Lap joint lengths are to be as follows. #3 bar
18" minimum or as per code.
#4 bar 24" minimum or as per local code. #5 bar
32" minimum or as per local code. #6 bar 40"
minimum or as per local code. Weld wire mesh
shall overlap 24" minimum, & (1) grid width plus
2" minimum. All reinforcement is to be accurately
placed & supported as per code during pouring of
the concrete.
5) Reinforcing in all footings & walls shall be
continuous around corners or have corner bar
provided.
6) Use vapor barriers below slabs as per local
code.
THESE PLANS WERE PREPARED BY A DESIGNER WHO IS NOT AN ENGINEER AND EXPRESSLY
DISCLAIMS ANY LIABILITY FOR ERRORS OR OMMISIONS OF ANY KIND WHICH MAY EXIST HEREIN.
THE USER OF THESE ASSUMES ALL LIABILITY FOR ACCURACY, INCLUDING VERIFICATION OF ALL
DIMENSIONS, COMPLIANCE WITH ANY AND ALL GOVERNING CODES, AND COVENANTS HAVING
JURISDICTION OVER THE SITE OF CONSTRUCTION AND DETERMINING ANY MODIFICATIONS
NECESSARY TO MEET ACTUAL SITE CONDITIONS. THE SELECTION OF CORRECT STRUCTURAL
MATERIALS AND THE APPLICATION OF ARCHITECTURAL PRINCIPLES IS A PRECISE ART, THE
RESPONSIBILITY FOR WHICH RESTS WITH THE BUILDER, THE OWNER, AND/OR THE USER OF
THESE PLANS.
THESE PLANS ARE TO BE USED ONLY FOR THE PEOPLE AND PLACE STATED.
THESE PLANS MAY NOT BE USED WITHOUT WRITTEN PERMISSION FROM
3PEAK DESIGN.
THE OWNER / BUILDER ARE RESPONSIBLE FOR AQUIRING AN ENGINEER TO SIZE
STRUCTURAL MEMBERS. IF ENGINEERING IS NOT DONE THEN THE OWNER / BUILDER IS LIABLE
FOR THE STRUCTURAL MEMBERS.
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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LAYOUT:
PLOT DATE:
PLAN DATE:
A-101.1
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
J 4'
4'
J 4'
4'
7
6 '-8 "3 '
J
4 '4 '
J
4 '4 '
4
6 '-8 "
2 '-6 "
86'-8"
2'-6"
4 6'-8"
2'-6"
4
6 '-8 "
2 '-6 "
4
6 '-8 "
2 '-6 "
9-0x7-0
9 6'-8"
5'
5
6 '-8 "
2 '-8 "46'-8"
2'-6"
46'-8"
2'-6"
4
6 '-8 "
2 '-6 "
U
P
Stairs Section Stairs Section
64'13'
15'-9"33'-6"14'-9"10'3'
13'-1"2'-8"11'-3"22'-3"7'-9"7'
6'
24
'
-
6
"
12
'
-
6
"
43
'
20'7'-6"13'-6"23'13'
13'-1"6'-11"
41'36'
11'-6"11'-6"6'-6"6'-6"
77'
6'
-
2
"
5'
-
6
"
11
'
-
8
"
5'
-
1
0
"
14
'
-
6
"
32
'
6'
-
6
"
8'
4'
2'
8'
3'
-
8
"
11
'
12
'
-
6
"
4'
-
8
"
14
'
-
1
0
"
11'-11"3'-10"6'21'6'-6"7'-9"
15'-6"7'
12'-9"3'7'-3"4'-3"3'
-
6
"
2'
3'
-
1
0
"
3'
-
6
"
11
'
5'
1'
-
3
"
13
'
-
3
"
CANTILEVER
CANTILEVER
CANTILEVER
FORM FOR 3068 MANDOOR
FORM FOR 9' O.H. DOOR
FORM FOR 16' O.H. DOOR
MECH CHASE
FAMILY ROOM
BEDROOM #4
BEDROOM #5 MECH STORAGE
BEDROOM #6
GARAGE SLAB
ABOVE
COLD
ROOM
SCALE: 1/4" = 1'-0"
Basement Floor Plan
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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J
E
C
T
#:
19
0
9
2
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3
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LAYOUT:
PLOT DATE:
PLAN DATE:
A-101.2
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
U
P
1
2
3
UP
1
2
UP
1
2
DW
7 -0 x 7 -0
4 6'-8"
2'-6"
L
5 '4 '
6
6 '-8 "3 '
16-0x8-0
9-0x8-0
H3'
4'
7
6 '-8 "
3 '
E
3 '3 '
F
5 '3 '
F
5 '3 '
B
3 '2 '
F
5 '3 '10
6 '-8 "
3 '
M
4 '5 '
D 2'
3'
G 1'
4'
8
6 '-8 "
4 '
2
6 '-8 "2 '
4 6'-8"
2'-6"
4 6'-8"
2'-6"
46'-8"
2'-6"
L
5 '4 '
4 6 '-8 "2 '-6 "
8
6 '-8 "
4 '
4
6'-8"
2'-6"
4
6 '-8 "
2 '-6 "
K
5 '4 '
C
5 '2 '
C
5'
2'
46'-8"
2'-6"
3
6 '-8 "
2 '-4 "
4 6'-8"
2'-6"
7
6 '-8 "3 '
4
6 '-8 "
2 '-6 "
D
O
W
N
F
Stairs Section Stairs Section
12
'
-
1
0
"
2'
-
1
1
"
5'
-
1
"
9'
-
8
"
5'
-
6
"
36
'
6'10"4'3'-8"5'1'-4"
2'
10
'
-
2
"
5'-6"5'-6"5'5'5'-6"14'-6"11'-6"11'-6"6'-6"6'-6"
11'10'20'23'13'
2'
-
6
"
2'
-
7
"
5'
-
4
"
4'
-
4
"
6'-6"7'6'-2"3'-6"3'-6"6'-4"9'-4"4'-7"3'-5"4'-2"10'3'
9'-6"13'-6"33'-5"7'-7"13'
4'
-
6
"
2'
-
6
"
1'
-
4
"
7'
-
4
"
3'
-
1
0
"
77'
41'36'
77'
12
'
-
3
"
12
'
-
3
"
6'
24
'
-
6
"
12
'
-
6
"
43
'
15'-6"4'-2"2'-10"
22'-6"
11
'
12
'
-
6
"
23
'
-
6
"
3'2'5'2'2'-6"
2'
2'
2'
2'
5'
-
1
1
"
5'
-
9
"
3'
-
1
0
"
4'
2'
9'
-
4
"
2'
-
4
"
3'
-
6
"
14
'
-
1
0
"
2'
3'-10"2'-8"12'-2"
3'
-
6
"
3'
5'-10"3'-8"
2'
-
9
1/
2
"
MECH CHASE
G.F.P.
3-3x3-3
6x3.5
ISLAND
3/12 VAULT
RIDGE
3/12 VAULT
RIDGE
PANTRY
SITTING
ROOM
MASTER
BED
BED #2BED #3
SA SA
SA
CMA
SA
SA
LIVING
ROOM
KITCHEN
MUDROO
M
LAUNDRY
DOOR & WINDOW SCHEDULE
Type
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Door
Door
Door
Door
Door
Door
Door
Door
Door
ID
B
C
D
E
F
G
H
J
K
L
M
2
3
4
5
6
7
8
8
9
W x H Size
2'x3'
2'x5'
3'x2'
3'x3'
3'x5'
4'x1'
4'x3'
4'x4'
4'x5'
4'x5'
5'x4'
2'x6'-8"
2'-4"x6'-8"
2'-6"x6'-8"
2'-8"x6'-8"
3'x6'-8"
3'x6'-8"
2'-6"x6'-8"
4'x6'-8"
5'x6'-8"
Qty
1
2
1
1
3
1
1
4
1
2
1
1
1
17
1
1
3
1
2
1
Name
SLIDER
SINGLE HUNG
SLIDER
SLIDER
SINGLE HUNG
SLIDER
SLIDER
SLIDER
FIXED SQUARE
SLIDER
SLIDER
INT. SINGLE
INT. POCKET
INT. SINGLE
INT. SINGLE
EXT. w/2 sides
EXT. SINGLE
INT. SINGLE
INT. SINGLE
INT. SINGLE
SCALE: 1/4" = 1'-0"
Main Floor Plan
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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C
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#:
19
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3
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6
No
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LAYOUT:
PLOT DATE:
PLAN DATE:
A-101.3
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
U
P
1
2
3
UP
1
2
UP
1
2
DW
D
O
W
N
F
MECH CHASE
G.F.P.
3/12 VAULT
RIDGE
3/12 VAULT
RIDGE
KITCHENKITCHENGREAT ROOM
MASTER
BEDROOM
ENTRY
BEDROOM #3
BEDROOM #2
WIC
OFFICE GARAGE
MUD/ LAUNDRY
PANTRY
COVERED
PORCH
SCALE: 1/4" = 1'-0"
NoDim Main Level
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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C
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19
0
9
2
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3
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No
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BU
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LAYOUT:
PLOT DATE:
PLAN DATE:
A-101.4
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
U
P
CANTILEVER
CANTILEVER
CANTILEVER
FORM FOR 3068 MANDOOR
FORM FOR 9' O.H. DOOR
FORM FOR 16' O.H. DOOR
MECH CHASE
FAMILY ROOM
BEDROOM #4
BEDROOM #5 MECH STORAGE
BEDROOM #6
GARAGE SLAB
ABOVE
COLD
ROOM
SCALE: 1/4" = 1'-0"
NoDim Lower Level
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
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PLOT DATE:
PLAN DATE:
A-201
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
12 8
128 128
128
128
128
12 8
TOP OF WALL
8'-1 1/8"
MAIN FLOOR
0'-0"
BASEMENT FLOOR
-9'-2 1/8"
SCALE: 1/4" = 1'-0"
Back Elevation
SCALE: 1/4" = 1'-0"
Front Elevation
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
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PLOT DATE:
PLAN DATE:
A-202
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
128 12 8
12 8
128
SCALE: 1/4" = 1'-0"
Right Elevation
SCALE: 1/4" = 1'-0"
Left Elevation
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
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LAYOUT:
PLOT DATE:
PLAN DATE:
A-301
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
ALL CONCRETE BY OTHERSALL CONCRETE BY OTHERSALL CONCRETE BY OTHERS
FOOTINGS TO BE BELOW
LOCAL FROST DEPTH
ROOF SYSTEM
BY OTHERS
FLOOR SYSTEM
BY OTHERS
FLOOR SYSTEM
BY OTHERS
MECH CHASE
ALL CONCRETE BY OTHERSALL CONCRETE BY OTHERSALL CONCRETE BY OTHERS
FOOTINGS TO BE BELOW
LOCAL FROST DEPTH
ROOF SYSTEM
BY OTHERS
FLOOR SYSTEM
BY OTHERS
10"
7 11
/32
"
MAINTAIN 6'-8"
HEADROOM
SCALE: 1/4" = 1'-0"
Section (TB)
SCALE: 1/4" = 1'-0"
Section (LR)
SCALE: 1/2" = 1'-0"
Stairs Section
1. STAIR RAIL OPENING 4-3/8"
MAX.DIAMETER
2. GUARD RAIL OPENING 4"
MAX.DIAMETER
3. HANDRAIL HEIGHT 34-38" VERT.
ABOVE THE NOSING OF THE TREAD
4. GUARD HEIGHT 36" MIN. ABOVE
LANDING OR WALKING SURFACE
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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LAYOUT:
PLOT DATE:
PLAN DATE:
A-302
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
SOFFIT
FASCIA
EVE LENGTHS PER BUILDER (16" TYP U.N.O.)
BLOCKING
ROOF SHEATHING
"ICE&WATER" BARRIER AT EVES
EXTENDING 2' FROM INNER EDGE OFEXT.WALL DOWN TO DRIP EDGE (U.N.O.)
SYNTHETIC FELT ROOFING
UNDERLAYMENT U.N.O.
COMPOSITE ASPHALT SHINGLES U.N.O.
MIN. 7/16" EXT. OSB SHEATHING
WEATHER RESISTIVE BARRIER
EXT. FINISH PER BUILDER
DOUBLE TOP PLATE
GYPSUM BOARD
FINISH BY BUILDER /
FLOOR MANUFACTURER
MIN. 5/8" GYPSUM BOARD
2X6 STUD FRAMING
BOTTOM PLATE
MIN. 3/4" PLYWOOD SUBFLOOR
FLOOR SYSTEM BY BUILDER
/ FLOOR MANUFACTURER
2X6 P.T. PLATE ON CONT. SILL SEALER
MIN. 1/2" ANCHORS HOOK @ BOTTOM OF
VERT. REBAR WITH MIN. 6" LENGTH @ MAX. 6' O.C.
8" CONC. STEM WALL W/ MIN. #4
REBAR @ 16" O.C. VERTICAL
MIN. INTERIOR 2X4 PERIMETER
FRAMING WITH MIN. R19 INSULATION
4" CONC. SLAB W/6X6/10X10 W.W.M. OVER
6" COMPACTED GRAVEL
CONT. CONC. FOOTING20"X8" W/ 2 - #4 CONT.
MIN 3 ROWS OF HORIZONTAL #4
REBAR W/ TOP BAR WITHIN 12" OF T.O.W.
FOUNDATION DAMP PROOFING
INSULATION (TYP)
FRENCH DRAIN AS REQUIRED
ROOF SYSTEM
MIN: 6" TOP OF FOUNDATION
TO FINISH GRADE
COMPACTED GRADE TO SLOPE
AWAY FROM FOUNDATION
GYPSUM BOARD (opt)
MIN. 5/8" GYPSUM BOARD (opt)
SOFFIT
FASCIA
BLOCKING
ROOF SHEATHING
EXT. FINISH PER BUILDER
FLASHING AS REQUIRED
DOUBLE TOP PLATE
GYPSUM BOARD
FINISH BY BUILDER /
FLOOR MANUFACTURER
2X6 STUD FRAMING
BOTTOM PLATE
MIN. 3/4" PLYWOOD SUBFLOOR
FLOOR SYSTEM BY BUILDER/ FLOOR MANUFACTURER
MIN. 5/8" GYPSUM BOARD (opt)
4" CONC. SLAB W/
6X6/10X10 W.W.M. OVER
6" COMPACTED GRAVEL
CONT. CONC. FOOTING20"X8" W/ 2 - #4 CONT.
INSULATION (OPT)
ROOF SYSTEM
DOUBLE TOP PLATE
GYPSUM BOARD
2X6 STUD FRAMING
BOTTOM PLATE
3/4" PLYWOOD SUBFLOOR
FLOOR SYSTEM BY BUILDER
/ FLOOR MANUFACTURER
MIN. 5/8" GYPSUM BOARD
8" CONC. STEM WALL W/ MIN. #4
REBAR @ 16" O.C. VERTICAL
MIN. INTERIOR 2X4 PERIMETERFRAMING WITH MIN. R19 INSULATION
2X6 P.T. PLATE ON CONT. SILL SEALER
MIN 3 ROWS OF HORIZONTAL #4
REBAR W/ TOP BAR WITHIN 12" OF T.O.W.
FOUNDATION DAMP PROOFING
FRENCH DRAIN AS REQUIRED
MIN: 6" TOP OF FOUNDATION
TO FINISH GRADE
COMPACTED GRADE TO SLOPE
AWAY FROM FOUNDATION
MIN. 1/2" ANCHORS HOOK @ BOTTOM OF
VERT. REBAR WITH MIN. 6" LENGTH @ MAX. 6' O.C.
MIN. 7/16" EXT. OSB SHEATHING
WEATHER RESISTIVE BARRIER
EVE LENGTHS PER BUILDER
(16" TYP U.N.O.)
"ICE&WATER" BARRIER AT EVES
EXTENDING 2' FROM INNER EDGE OFEXT.WALL DOWN TO DRIP EDGE (U.N.O.)
SYNTHETIC FELT ROOFING
UNDERLAYMENT U.N.O.
COMPOSITE ASPHALT SHINGLES U.N.O.
MIN. 5/8" GYPSUM BOARD
INSULATION (TYP)
EXT. OSB SHEATHING
WEATHER RESISTIVE BARRIER
EXT. FINISH PER BUILDER
GYPSUM BOARD (opt)
2X6 STUD FRAMING
2X6 PLATE ON CONT. SILL SEALER
4" CONC. SLAB W/6X6/10X10 W.W.M. OVER
6" COMPACTED GRAVEL
CONT. CONC. FOOTING
20"X8" W/ 2 - #4 CONT.
MIN. #4 HORIZONTAL REBAR WITH
MIN. 1 ROW IN TOP 12" OF WALL
FOUNDATION DAMP PROOFING
FRENCH DRAIN AS REQUIRED
MIN. 6" CONC. STEM WALL W/ MIN.
#4 REBAR @ 16" O.C. VERTICAL
MIN. 1/2" ANCHORS HOOK @ BOTTOM OF
VERT. REBAR WITH MIN. 6" LENGTH @ MAX. 6' O.C.
SCALE: 1/2" = 1'-0"D-S01 Typ. Wall Section (1 Story)
SCALE: 1/2" = 1'-0"D-S02 Typ. Wall Section (2 Story)
SCALE: 1/2" = 1'-0"D-S04 Typ. Garage Fnd. Wall
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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LAYOUT:
PLOT DATE:
PLAN DATE:
S-201
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
U
P
23'41'
64'
2'
17
'
-
6
"
14
'
-
6
"
2'
36
'
11'10'5'-6"3'2'5'2'3'22'-6"
64'
17
'
15
'
32
'
2'
17
'
-
6
"
2'
15
'
-
6
"
2'
DUAL FLOOR JOISTS BELOW
ENDS OF BWP ABOVE (typ)
SCALE: 1/4" = 1'-0"
Main Floor Framing
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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LAYOUT:
PLOT DATE:
PLAN DATE:
S-202
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
36
'
23'41'13'
2'
24
'
-
6
"
12
'
-
6
"
11'10'5'-6"3'2'5'2'2'-6"23'13'
4'
2'
2'
5'
2'
17
'
3/12 VAULTED CEILINGTRAY CEILING
ALL OVERHANGS 18" U.N.O.
RIDGE
HIP
RIDGE
RIDGE
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
H
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V
A
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L
E
Y
VAL
L
E
Y
VA
L
L
E
Y
HIP
H
I
P
H
I
P
HIP
V
A
L
L
E
Y
VAL
L
E
Y
VA
L
L
E
Y
V
A
L
L
E
Y
V
A
L
L
E
Y
SCALE: 1/4" = 1'-0"
Roof Framing Plan
Square Footage
LEVEL
Basement
Garage
Main
SF
1,765
884
1,806
LIVABLE
LEVEL
Basement
Garage
Main
SF
1,634
858
1,671
PR
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LAYOUT:
PLOT DATE:
PLAN DATE:
S-03.1
3/4/2020
2/27/2020
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These copyrighted plans are the property of CastleGateDesign. These plans
are not to be copied or adjusted without written consent from CastleGateDesign.
U
P
1
2
3
UP
1
2
UP
1
2
DW
D
O
W
N
F
Stairs Section Stairs Section
4'16'-6"6'19'-11"3'11'-7"3'
3'
9'
-
1
0
"
3'
16
'
-
2
"
4'
3'16'-6"3'5'-4"3'4'-8"
3'
16
'
-
6
"
4'
3'18'-8"3'9'-8"1'-8"
3'15'-2"3'17'-4"3'
4'
16
'
-
6
"
4'
64'
CS-PF PORTAL FRAME REQUIRED
SCALE: 1/4" = 1'-0"
BWP-Main
SCALE: 1:1.33
2015 IRC BWP Nailing Pattern
SCALE: 1' = 1'-0"
2015 IRC CS-PF detail