HomeMy WebLinkAboutPLANS - 20-00051 - 634 Canyon Springs Dr - Full Basement Finish3 Pe
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LAYOUT:
51
PLOT DATE:
PLAN DATE:
D
1/15/2015
1/15/2015
OF:
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Indicates approximate location of tie-down straps.
TO MAINTAIN SCALE AS SHOWN, THESE PLANS ARE
TO BE PRINTED ON 24X36 (ARCH D) PAPER.
Indicates approximate location of Shear Panel
Construction. Contractor is responsible for indicating
exact location, if other than indicated.
SQUARE FOOTAGE
INTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
EXTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
1704sf
1695sf
987sf
1795sf
1832sf
1040
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.
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LAYOUT:
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PLOT DATE:
PLAN DATE:
A101
1/15/2015
1/15/2015
OF:
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Indicates approximate location of tie-down straps.
TO MAINTAIN SCALE AS SHOWN, THESE PLANS ARE
TO BE PRINTED ON 24X36 (ARCH D) PAPER.
Indicates approximate location of Shear Panel
Construction. Contractor is responsible for indicating
exact location, if other than indicated.
SQUARE FOOTAGE
INTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
EXTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
1704sf
1695sf
987sf
1795sf
1832sf
1040
SS03SS03
12345678910111213
G 4'
4'
G 4'
4'
G
4'4'
4
2'
6
"
6'
8
"
G
4'4'
7
6'
8
"
4'
4
6'
8
"
2'
6
"
7
4'
6'
8
"
4 2'6"
6'8"
26'8"
2'
4
2'
6
"
6'
8
"
4
2'
6
"
6'
8
"
7
4'
6'
8
"
8
5'
6'
8
"
4
2'
6
"
6'
8
"
46'8"
2'6"
2'
46
'
6'
54
'
12'20'-6"
3'-4"7"5'11'-10"11'-3"5'2'-10"
8'
8'
8'
4'
-
6
"
6'6'10'-3"10'-3"
12'52'
6'
6'
-
5
"
12
'
-
5
"
3'
-
1
"
7'
-
1
0
"
2'
-
8
"
14
'
8'
6'
40
'
32'-6"
12'-2"11'-10"7'-6"
6'-4"5'-6"
31'-6"
3'-4"3'-101/2"3'-101/2"1'-7"6'-5"
2'
-
8
"
1'
-
8
"
3'
-
6
"
2'
-
1
0
"
8'-6"
3'9'12'9'-6"18'-4"12'-2"
64'
24
'
4'
-
6
"
4'
-
6
"
19
'
-
6
"
24
'
CUT OUT FOR
3068 DOOR
CUT OUT FOR 16' OH
DOOR OPENING
CUT OUT FOR 9' OH
DOOR OPENING
OVERHANG ABOVE
MECHANICAL
F
WS
WH
UP
UNEXCAVATED
BATH
FUTURE
BEDROOM
SA
8' WALLS
THIS LEVEL
FUTURE FAMILY
ROOM
COLD ROOM
FUTURE
BEDROOM
SA
FUTURE
BEDROOM
SA
DS03Typ. Wall Detail
DS03Typ. Wall Detail
SCALE: 1/4" = 1'0"
Basement Floor Plan
A101
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ST
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St
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PAGE:
LAYOUT:
53
PLOT DATE:
PLAN DATE:
A102
1/15/2015
1/15/2015
OF:
Fa
l
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Cr
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Ho
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DE
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DR
A
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Jo
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a
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Indicates approximate location of tie-down straps.
TO MAINTAIN SCALE AS SHOWN, THESE PLANS ARE
TO BE PRINTED ON 24X36 (ARCH D) PAPER.
Indicates approximate location of Shear Panel
Construction. Contractor is responsible for indicating
exact location, if other than indicated.
SQUARE FOOTAGE
INTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
EXTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
1704sf
1695sf
987sf
1795sf
1832sf
1040
SS03SS03
DW
6
6'
8
"
3'
x
9' by 8'
C
3'5'
C
3'5'
C
3'5'
F
4'3'
H
5'5'
B
1'
6
"
5'
B
1'
6
"
5'
2
2
'
6
'
8
"
5
3'
6'
8
"
E 4'
3'
F3'
4'
D1'
4'
8
6'
8
"
5'
B
1'
6
"
5'
B
1'
6
"
5'
9
3'
6'
8
"
x
16' by 8'
2
6'
8
"
2'
4
6'
8
"
2'
6
"
4
2'
6
"
6'
8
"
4
6'
8
"
2'
6
"
46'8"
2'6"
4 2'6"
6'8"
3
6'
8
"
2'
4
"
G
4'4'
7
6'
8
"
4'
4
2'
6
"
6'
8
"
76'8"
4'
4
2'
6
"
6'
8
"
4
6'
8
"
2'
6
"
46'8"
2'6"
H
5'5'
F
3'6'-8"3'-2"3'-9"3'-9"3'-6"6'-8"3'-6"3'-6"2'-6"1'-9"4'-3"4'-3"1'-9"9'3'
13
'
-
6
"
2'
-
8
"
5'
8'
-
4
"
9'
-
6
"
3'
42
'
6'3'-8"6'-8"3'-4"4'-2"7'-5"8'-9"2'-8"4'2'3'-4"
9'-8"14'-2"16'-2"12'12'
64'
6'-9"6'-9"5'5'-6"3'-9"3'-9"10'-3"10'-3"6'6'
2'
23
'
23
'
6'
13'-6"10'-6"7'-6"20'-6"12'
54
'
5'
-
4
"
18
'
-
8
"
8'-6"2'-8"2'2'5'-4"
64'
8'
3'
-
6
"
2'
-
8
"
3'
-
2
"
2'
-
4
"
2'
-
8
"
2'
-
8
"
15
'
6'-8"3'3'-8"3'-4"7'-4"
2'
-
6
"
5'
-
4
"
1'
-
8
"
5'
-
6
"
2'
DS03Typ. Wall Detail
DS03Typ. Wall Detail
TRAY
VAULT RIDGE
DN
DINING AREA
12' ENTRY
GARAGE
8' WALLS
THIS LEVEL
FAMILY AREA
BATH
KITCHEN
SA
MASTER
BEDROOM
SA
BEDROOM
SA
BEDROOM
SA
UT
I
L
I
T
Y
OP
T
.
GFP
8' FLAT CEILING
VAULTED CEILING
12' FLAT CEILING
COVERED
12' ENTRY
W/ ARCH
5
6'
8
"
3'
16
'
8'
4'
-
6
"
DOOR & WINDOW SCHEDULE
Type
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Door
Door
Door
Door
Door
Door
Door
Door
ID
B
B
B
C
D
E
F
G
H
J
2
3
4
5
6
7
8
9
W x H Size
1'6"x5'
2'6"x2'6"
5'x2'
3'x5'
4'x1'
4'x3'
4'x3'
4'x4'
5'x5'
5'8"x3'
2'x6'8"
2'4"x6'8"
2'6"x6'8"
3'x6'8"
3'x6'8"
4'x6'8"
5'x6'8"
3'x6'8"
Qty
4
1
1
3
1
1
2
5
2
1
3
2
16
2
1
5
2
1
NAME
SINGLE HUNG
SLIDER
SLIDER
SLIDER
FIXED
SLIDER
SLIDER
FIXED EYEBROW
INTERIOR
INTERIOR
INTERIOR
EXTERIOR
EXTERIOR w/ 2 SIDES
INTERIOR DOUBLE
INTERIOR DOUBLE
FRENCH ATRIUM
SCALE: 1/4" = 1'0"
Main Floor Plan
A102
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PAGE:
LAYOUT:
54
PLOT DATE:
PLAN DATE:
A201
1/15/2015
1/15/2015
OF:
Fa
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Indicates approximate location of tie-down straps.
TO MAINTAIN SCALE AS SHOWN, THESE PLANS ARE
TO BE PRINTED ON 24X36 (ARCH D) PAPER.
Indicates approximate location of Shear Panel
Construction. Contractor is responsible for indicating
exact location, if other than indicated.
SQUARE FOOTAGE
INTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
EXTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
1704sf
1695sf
987sf
1795sf
1832sf
1040
12 8128
128 12 8
128 126
12 6
SCALE: 1/4" = 1'0"
Back Elevation
A201
SCALE: 1/4" = 1'0"
Front Elevation
A201 SCALE: 1/4" = 1'0"
Left Elevation
A201
SCALE: 1/4" = 1'0"
Right Elevation
A201
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,
PAGE:
LAYOUT:
55
PLOT DATE:
PLAN DATE:
A301
1/15/2015
1/15/2015
OF:
Fa
l
l
Cr
e
e
k
Ho
m
e
s
DE
S
I
G
N
E
R
/
DR
A
F
T
S
M
A
N
Jo
h
n
a
t
h
a
n
Du
n
c
a
n
Indicates approximate location of tie-down straps.
TO MAINTAIN SCALE AS SHOWN, THESE PLANS ARE
TO BE PRINTED ON 24X36 (ARCH D) PAPER.
Indicates approximate location of Shear Panel
Construction. Contractor is responsible for indicating
exact location, if other than indicated.
SQUARE FOOTAGE
INTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
EXTERIOR DIMS:
MAIN:
BASEMENT:
GARAGE:
1704sf
1695sf
987sf
1795sf
1832sf
1040
w/ 2 - #4's CONT.
CONT. FOOTING 20"x 8"
4" CONC. SLAB w/
6" COMPACTED GRAVEL6x6/10x10 W.W.M. OVER
#4 DOWELS
CUSTOM BENT FLASHING3/4" PLYWD. SUBFLOOR
11 7/8" I-JOISTS
8" CONC. STEM WALLw/ #4's @ 24"o.c.
EACH WAY
CONT. SILL SEALER
P.T. 2x8 PLATE ON
3/4" EXT. OSB1/2" GYPSUM BOARD
2X6 STUD
BOTTOM PLATE
INTERIOR FRAMING OPTIONAL
FINISH BY OWNER /
FLOOR MANUFACTURER
INSUL.
EXTERIOR FINISH
BY OWNER
w/ 2 - #4's CONT.
CONT. FOOTING 20"x 8"
4" CONC. SLAB w/
6" COMPACTED GRAVEL6x6/10x10 W.W.M. OVER
#4 DOWELS
CUSTOM BENT FLASHING3/4" PLYWD. SUBFLOOR
11 7/8" I-JOISTS
8" CONC. STEM WALLw/ #4's @ 24"o.c.
EACH WAY
CONT. SILL SEALER
P.T. 2x8 PLATE ON
3/4" EXT. OSB1/2" GYPSUM BOARD
2X6 STUD
BOTTOM PLATE
INTERIOR FRAMING OPTIONAL
FINISH BY OWNER /
FLOOR MANUFACTURER
INSUL.
EXTERIOR FINISH
BY OWNER
FASCIA
SOFFIT
BLOCKING
ROOF SYSTEMROOF SHEATHING
GYPSUM BOARD
INSULATION
DOUBLE TOP PLATE
7 3/
4
"
10"
RAILING DESIGN TBD
BY OWNER / BUILDER
7'
-
1
"
FOOTINGS TO BE BELOW
LOCAL FROST DEPTH CONCRETE SLAB OVER GRAVEL BASE
DESIGN / SIZE / ENGINEERING BY OTHERS
FOUNDATION DESIGN / SIZE
REBAR SPACING TBD BY OTHERS
FLOOR SYSTEM DESIGN /
SIZE / SPACING BY OTHERS
ROOF SYSTEM DESIGN / SIZE /
SPACING BY OTHERS
SCALE: 1" = 1'0"
DS03 Typ. Wall Detail
A301SCALE: 1/2" = 1'0"
SS03 Stair Section
A301
SCALE: 1/4" = 1'0"
Section (LR)