HomeMy WebLinkAboutPLANS - 16-00699 - 635 Eaglewood Dr - SFRLIVABLE
LEVEL
Garage
Lower
Main
SF
984
1,689
1,725
Square Footage
LEVEL
Garage
Lower
Main
SF
1,012
1,824
1,818
ww
w
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LAYOUT:
61
PLOT DATE:
PLAN DATE:
D
10/3/2016
9/27/2016
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ALL EXTERIOR WALL OPENINGS TO
HAVE (2) 2x10's FOR A HEADER U.N.O.INDICATES GENERAL LOCATION OF BRACING
PANELS. ACTUAL LOCATIONS TBD BY BUILDER.
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.
LIVABLE
LEVEL
Garage
Lower
Main
SF
984
1,689
1,725
Square Footage
LEVEL
Garage
Lower
Main
SF
1,012
1,824
1,818
ww
w
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LAYOUT:
62
PLOT DATE:
PLAN DATE:
A-101
10/3/2016
9/27/2016
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ALL EXTERIOR WALL OPENINGS TO
HAVE (2) 2x10's FOR A HEADER U.N.O.INDICATES GENERAL LOCATION OF BRACING
PANELS. ACTUAL LOCATIONS TBD BY BUILDER.
J4'
4'
J4'
4'
J
4 '4 '
J
4 '4 '
5
2 '-8 "
6 '-8 "
4
2 '-6 "
6 '-8 "
4
2'-6"
6'-8"
11
6'-8"
5'
46'-8"
2'-6"
4
2 '-6 "
6 '-8 "
12
6'-8"
6'
12
6'
6'-8"
46'-8"
2'-6"
12x7
4
6 '-8 "
2 '-6 "
4
2 '-6 "
6 '-8 "
8'
-
2
"
3'
-
5
"
15'-9"33'-6"14'-9"12'
76'
13'-1"2'-8"11'-10"21'-8"2'-8"5'-8"6'-5"9'3'
11
'
-
7
"
5'
-
5
"
17
'
34
'
9'
8'
15'-9"4'-3"7'-6"13'-6"23'12'
13'-1"2'-8"
2'
39
'
76'
4'
2'
7'
-
1
0
"
3'
-
1
0
"
1'5'-6"1'
11'-11"3'-10"2'4'-5"9'-7"9'-9"7'-9"14'-9"6'
-
7
"
4'
-
5
"
6'
4'
-
8
"
3'
-
6
"
5'
6'
41
'
7'
13
'
-
8
"
3'
-
4
"
11'-6"11'-6"6'6'
17
'
OVERHANG ABOVE OVERHANG ABOVE
CUT OUT FOR
16' O.H. DOOR
CUT OUT FOR
3068 EXT. DOOR
CUT OUT FOR
9 O.H. DOOR
MECH CHASE ABOVE
BEDROOM #6
(UNFINISHED)BEDROOM #4
(UNFINISHED)
BEDROOM #5
(UNFINISHED)
OFFICE
(UNFINISHED)MECH.
COLD
ROOM
BATHROOM
(UNFINISHED)
SA
SA
CMA
SA
CMA
SA
SA
SA
FINISHED FAMILY
ROOM
GARAGE SLAB WITH
REQUIRED SLOPE
SS03
Stair Section
SS03
Stair Section
SCALE: 1/4" = 1'-0"
Basement Floor Plan
A-101
LIVABLE
LEVEL
Garage
Lower
Main
SF
984
1,689
1,725
Square Footage
LEVEL
Garage
Lower
Main
SF
1,012
1,824
1,818
ww
w
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of
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LAYOUT:
63
PLOT DATE:
PLAN DATE:
A-102
10/3/2016
9/27/2016
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24
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ALL EXTERIOR WALL OPENINGS TO
HAVE (2) 2x10's FOR A HEADER U.N.O.INDICATES GENERAL LOCATION OF BRACING
PANELS. ACTUAL LOCATIONS TBD BY BUILDER.
DW
9
3 '
6 '-8 "
G1'
4'
D (t )
2'
3'
x
16' by 8'
C
5 '2 '
M
4 '5 '
F
3 '-6 "5 '
F
3 '-6 "5 '
E
3 '3 '
8
3 '
6 '-8 "
L
5 '4 '
L
5 '4 '
5
2 '-8 "
6 '-8 "
C
2'
5'K
5 '4 '
6
6 '-8 "
3 '
2
6 '-8 "
2 '
4
2 '-6 "
6 '-8 "
10
6 '-8 "
4 '
4
6 '-8 "
2 '-6 "
4 2'-6"
6'-8"
4
2 '-6 "
6 '-8 "
11
6'-8"
5'
4
2'-6"
6'-8"
7 x 7
46'-8"
2'-6"
4
2'-6"
6'-8"
46'-8"
2'-6"
4
6 '-8 "
2 '-6 "
4
2'-6"
6'-8"
H 4'
3'
x
9' by 8'
F
9'-6"13'-4"41'-2"12'
2'
39
'
76'
41
'
5'-6"5'-6"4'-6"5'-6"
13
'
-
2
"
2'
-
7
"
5'
-
1
"
9'
-
8
"
5'
-
6
"
5'
36
'
41
'
6'-6"6'-10"7'-9"4'-2"7'-9"9'-3"4'-8"7'-7"9'3'
11'10'2'-9"2'-9"3'2'5'2'2'-6"11'-6"11'-6"6'6'
21'5'-6"14'-6"23'12'
10'-7"4'-4"2'2'-9"2'-10"
76'
4'-2"1'-815/16"
4'
2'
11
'
-
3
"
27
'
-
9
"
2'
-
7
"
2'
-
6
"
5'
-
4
"
4'
-
4
"
22'-6"
11
'
-
8
"
3'
-
6
"
4'
-
8
"
4'
-
8
"
2'
-
4
"
3'
-
6
"
16
'
-
1
0
"
3'-4"2'-7"2'-7"1'-6"
2'-6"
5'-10"3'-8"
7'
17
'
3'-9"3'-9"
2'2'
2'
-
1
0
"
3'
-
1
0
"
8'
-
1
"
5'
-
1
"
7'
4'
-
4
"
SS03
Stair Section
SS03
Stair Section
TRAY CEILING
BEADBOARD
GFP
DN
LIVING ROOM KITCHEN
DINING AREA
MUD
ENTRYBEDROOM #3BEDROOM #2
MASTER
BEDROOMMASTER BATH
WIC
GARAGE
LAUNDRY
SA
9' WALLS
THROUGHOUT
SA
SA
SA
SA
CMA
LIVING ROOM
SOAKER
GAS
DN
DOOR & WINDOW SCHEDULE
Type
Window
Window
Window
Window
Window
Window
Window
Window
Window
Window
Door
Door
Door
Door
Door
Door
Door
Door
Door
Door
Door
ID
C
D(t)
E
F
G
H
J
K
L
M
2
3
4
5
6
7
8
9
10
11
12
W x H Size
2'x5'
3'x2'
3'x3'
3'-6"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"
3'x6'-8"
3'x6'-8"
4'x6'-8"
5'x6'-8"
6'x6'-8"
Qty
2
1
1
2
1
1
4
1
2
1
1
1
17
2
1
1
1
1
1
2
2
Name
SINGLE HUNG
TEMPERED SLIDER
SLIDER
SINGLE HUNG
SLIDER
SLIDER
SLIDER
FIXED RECTANGLE
SLIDER
SLIDER
INTERIOR SINGLE
POCKET
INTERIOR SINGLE
EXTERIOR
EXTERIOR
INTERIOR DOUBLE
EXTERIOR FRENCH ATRIUM
EXTERIOR w/ 2SIDES
INTERIOR DOUBLE
INTERIOR DOUBLE
INTERIOR DOUBLE
SCALE: 1/4" = 1'-0"
Main Floor Plan
A-102
LIVABLE
LEVEL
Garage
Lower
Main
SF
984
1,689
1,725
Square Footage
LEVEL
Garage
Lower
Main
SF
1,012
1,824
1,818
ww
w
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BU
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PAGE:
LAYOUT:
64
PLOT DATE:
PLAN DATE:
A-201
10/3/2016
9/27/2016
OF:
Fa
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24
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-He
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n
ALL EXTERIOR WALL OPENINGS TO
HAVE (2) 2x10's FOR A HEADER U.N.O.INDICATES GENERAL LOCATION OF BRACING
PANELS. ACTUAL LOCATIONS TBD BY BUILDER.
J
E F
J
F M
12 8128
L L C C K
128
12 8
12 8
TOP OF WALL
8'-1 1/8"
MAIN FLOOR
0'-0"
BASEMENT FLOOR
-10'-2 1/8"
SCALE: 1/4" = 1'-0"
Back Elevation
A-201
SCALE: 1/4" = 1'-0"
Front Elevation
A-201
LIVABLE
LEVEL
Garage
Lower
Main
SF
984
1,689
1,725
Square Footage
LEVEL
Garage
Lower
Main
SF
1,012
1,824
1,818
ww
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,
PAGE:
LAYOUT:
65
PLOT DATE:
PLAN DATE:
A-202
10/3/2016
9/27/2016
OF:
Fa
l
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Cr
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ALL EXTERIOR WALL OPENINGS TO
HAVE (2) 2x10's FOR A HEADER U.N.O.INDICATES GENERAL LOCATION OF BRACING
PANELS. ACTUAL LOCATIONS TBD BY BUILDER.
H
128
J
D(t)
G
J
128
SCALE: 1/4" = 1'-0"
Right Elevation
A-202
SCALE: 1/4" = 1'-0"
Left Elevation
A-202
LIVABLE
LEVEL
Garage
Lower
Main
SF
984
1,689
1,725
Square Footage
LEVEL
Garage
Lower
Main
SF
1,012
1,824
1,818
ww
w
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@ 3 Pe
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PR
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T
#:
14
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PAGE:
LAYOUT:
66
PLOT DATE:
PLAN DATE:
A-301
10/3/2016
9/27/2016
OF:
Fa
l
l
Cr
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e
k
Ho
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s
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-14
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6
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v 6 .pl
n
ALL EXTERIOR WALL OPENINGS TO
HAVE (2) 2x10's FOR A HEADER U.N.O.INDICATES GENERAL LOCATION OF BRACING
PANELS. ACTUAL LOCATIONS TBD BY BUILDER.
10"
7 5 /8 "
RAILING DESIGN TBD
BY OWNER / BUILDER
CONTRACTOR TO
CUT AS REQUIRED
6'8" HEADROOM LINE
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
SOFFIT
FASCIA
EVE LENGTHS PER BUILDER (16 " TYP U.N.O.)
BLOCKING
ROOF SHEATHING"ICE&WATER " BARRIER AT EVES
EXTENDING 2' FROM INNER EDGE OF
EXT.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 BOARD2X6 STUD FRAMING
BOTTOM PLATE
MIN . 3/4" PLYWOOD SUBFLOOR
FLOOR SYSTEM BY BUILDER
/ FLOOR MANUFACTURER2X6 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 . #4REBAR @ 16 " O.C. VERTICAL
MIN . INTERIOR 2X4 PERIMETER
FRAMING WITH MIN . R19 INSULATION4" CONC . SLAB W/6X6/10X10 W.W.M. OVER6" COMPACTED GRAVEL
CONT . CONC . FOOTING
20"X8" W/ 2 - #4 CONT.MIN 3 ROWS OF HORIZONTAL #4REBAR 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)SCALE: 1/2" = 1'-0"
SS03 Stair Section
A-301
SCALE: 1/4" = 1'-0"
Section (LR)
A-301
SCALE: 1" = 1'-0"
D-S03 Typ. Wall Detail
A-301