HomeMy WebLinkAboutPLANS - 17-00599 - 1351 Stone Dr - New SFR8) 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. ALL EXTERIOR WALL OPENINGS TO
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are nor to be lap led or adjusted,tlbnout will mnsentlmen 3l Deal
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GENERAL CONSTRUCTION
GENERAL BUILDING NOTES:
PLANS: CONCRETE:
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1) The foundation is to be as per local code w/
1) Great care and proficiency has been put into 1) All steel or other reinforcing in the concrete is
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1) The contractor is to review & verify these
footings placed as per local codes w/ frost line
producing accurate plans. Any discrepancies in to be to local Building Codes. The Building parties
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drawings in their entirety before attempting to
depths being met. Due to great variance in grade
the plans shall be brought to the attention of are responsible to ensure that all building
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build. Any &all discrepancies are to be reported
from building site to building site. it may be
3Peak Design before attempting to build. methods & practices are upheld.
LEVEL
Basement
SF
538
to 3Peak Design prior to beginning construction.
necessary to step the foundation to meet code.
However due to the impossibility of being on the
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Any errors due to not reviewing the plans will be
2) The soil conditions & any required testing are
2 All reinforcing is to be of accepted methods &
site of construction, providing close supervision, ) g P
giving personal consultations, having control over materials before beginning. Such as are bar" that
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the contractor's responsibility,
the responsibility of the owner & or builder. If
the actual construction, & due to the great is grade 30 for #3 bar & grade 60 for #4 bar &
2) If a Structural Engineer is not Contracted by or
unique conditions are found then it is the
responsibility of the parties finding the conditions
variation of building materials, methods, bigger. Bar is to not be bent in the field unless it is
the standard sizes of #4, #5,  bars. All bar is
at the owners request to size all structural
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to report them to the proper engineers for
practices, regulations, local codes, local building
- to be bent cold and shall not be welded.
conditions, & weather conditions, 3Peak Design
portions of this building then the Owner & or
adequate modifications for the foundation.
assumes NO liability or responsibility for any
Builder will be responsible for all structural
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damages due to poor building methods, practices, 3) Weld wire mesh may be used in the Floors as
designs. By building or starting to build this
3) Final finished grade is to be at least 6" from the
errors or omissions, the failure to meet any & all accepted by local codes, and only those meshes
building without the proper Engineering the owner
top of the foundation with a recommended 12" to
that are approved for such use.
codes, and the failure of the builder to verify plans
& or builder are in agreement to accept all
18". If local codes require something different
before attempting to build. If the owner & or
responsibility & liability for this building.
then that code is to be followed. Finished grade is
4) Lap joint lengths are to be as follows. #3 bar
builder chooses to not have these plans reviewed
to provide sufficient drainage away from the
18" minimum or as per code.
3) All building methods by the Owner, Builder,
building with slope, French drains or other as
by a structural engineer then the party making the #4 bar 24" minimum or as per local code. #5 bar
Contractors, or Subcontractors or any other
permitted by local codes. Sufficient drainage
decision is responsible for all structural & other 32" minimum or as per local code. #6 bar 40"
persons or entities employed or contracted to
varies from area to area due to weather
related areas of the building. minimum or as per local code. Weld wire mesh
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work on the building are to comply with the local
conditions so it is the responsibility of the owner &
shall overlap 24" minimum, & (1) grid width plus
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building codes in there entirety &with no
or builder to provide such drainage specifications
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2) The plans should be reviewed thoroughly & an 2" minimum. All reinforcement is to be accurate) Y
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exceptions. If there are no local building codes
or to acquire specifications from the local
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understanding of the plans & accepted building laced & supported as per code during pouring of
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then all participating parties are to comply with the
authorities.
practices & codes should be reached before the concrete.
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States building codes or the current UBC or ICBO
attempting to build.
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building codes.
4) Foundation reinforcement & mechanical
5) Reinforcing in all footings & walls shall be
connections shall comply with local Seismic &
3) All written dimensions shall take precedence continuous around corners or have corner bar
4) All specifications in the drawings indicate the
Building code.
over scaled dimensions. Scaling off of the plans is provided.
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building in the finished state. The parties building
not recommended and may lead to error in the
final structure. The builder is to verify plans before 6) Use vapor barriers below slabs as per local
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all or part of the building are responsible for
sound & building &
attempting to build. While every attempt has been code.
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, current, safe practices, on
GRADING &DRAINAGE:
made to provide accurate plans 3Peak Design will
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site safety. Including temporary support for partial
not guarantee against errors. The builder is to
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walls, roofs, decks , etc. The parties building all or
verify plans before attempting to build.
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part of the building shall not overload any portion
1 It is the res onsibilit of the building parties to
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verify grade and to build accordingly. Any req'd
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of the home and shall have no loads that exceed
the maximum indicated by the engineer (if
steps in the foundation are the responsibility of
applicable to this building) for any duration of
the building parties. It is the building parties
time, temporary or permanent.
responsibility to keep the work area safe while
digging, scraping, backfilling and in all other
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5) The owner/ contractor shall verify all materials
aspects of the building project and practices.
THESE PLANS WERE PREPARED BYA DESIGNER WHO IS NOT AN ENGINEER AND EXPRESSLY
and existing conditions at the job site, and fully
DISCLAIMS ANY LIABILITY FOR ERRORS OR OMMISIONS OF ANY KIND WHICH MAY EXIST HEREIN.
to
coordinate all dimensions and conditions of
2)lt is the responsibility of the building parties to
THE USER OF THESE ASSUMES ALL LIABILITY FOR ACCURACY, INCLUDING VERIFICATION OF ALL
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details with other disciplines before attempting to
supply adequate drainage grade & or drainage
DIMENSIONS, COMPLIANCE WITH ANY AND ALL GOVERNING CODES, AND COVENANTS HAVING
build.
systems in the lot surrounding the building & in
JURISDICTION OVER THE SITE OF CONSTRUCTION AND DETERMINING ANY MODIFICATIONS
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the foundation as req'd by local codes & as
for local Use
NECESSARY TO MEETACTUAL SITE CONDITIONS. THE SELECTION OF CORRECT STRUCTURAL
6) Any and all variances due to the builder,
needed conditions. gravel as
requested by owner for extra drainage.
MATERIALS AND THE APPLICATION OF ARCHITECTURAL PRINCIPLES IS A PRECISE ART, THE
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owner, or any other party without written consent
RESPONSIBILITY FOR WHICH RESTS WITH THE BUILDER, THE OWNER, AND/OR THE USER OF
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in the design stage or afterwards will void all
3) Finished grade is to provide sufficient slope for
THESE PLANS.
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liabilities from the Engineers, designers, & other
drainage away from the building in all seasons &t6
parties involved in the design stages of the
as req'd by local code.
THESE PLANS ARE TO BE USED ONLY FOR THE PEOPLE AND PLACE STATED.
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building. The owner & or builder agree to hold
THESE PLANS MAY NOT BE USED WITHOUT WRITTEN PERMISSION FROM
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harmless all parties involved in the design stage
3PEAK DESIGN.
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from any claims resulting from variances.
(3)
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7) In the event of a conflict between pertinent
7)
THE OWNER / BUILDERARE RESPONSIBLE FOR AQUIRING AN ENGINEER TO SIZE
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codes and regulations and referenced standards
STRUCTURAL MEMBERS. IF ENGINEERING IS NOT DONE THEN THE OWNER/ BUILDER IS LIABLE
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on these plans, the more stringent provisions will
FOR THE STRUCTURAL MEMBERS.
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govern.
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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. ALL EXTERIOR WALL OPENINGS TO
I l l HAVE (2) 2x10's FOR A HEADER U.N.O.
Than. no,ynab ad plans are the properly ol3Pask Design. These plans
an nat is 0e sgrard or adjusted wiNwt wnllen o nsenl/ram 3Peak Design.
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Square Footage
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LEVEL SF
_Basement 1,538
Garage 822
Main 1,692
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7. DATE.
12/20/2016
PLOT DATE.
3/31/2017
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ALL EXTERIOR WALL OPENINGS TO
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Front Elevation___
� SCALE: 1/6' - 1'-0'--
Back EIT[ion
SCALE: 11V = 1'-0'
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Left Elwation
SCALE V4' = 1'-0'
Fight Elevation
SCALE: 1/4' = 1b'
ALL EXTERIOR WALL OPENINGS TO
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Basement
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SCALE: 114' = 1'-0'
Snctien (LR)
SCALE:114" = 1'-0" - - - - - -
are not to be copies or adjnslM
8603",Donner Section
SCALE:114- = 1'-0'
Garage
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ALL EXTERIOR WALL OPENINGS TO
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7, STAIR RAIL OPENING 4-3/8'
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MAXDIAMETER
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2. GUARD RAIL OPENING 4"
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3. HANDRAIL HEIGHT 34-38"
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THE TREAD
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4. GUARD HEIGHT 36'MIN.
ABOVE LANDING OR WALKING
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SCALE: 1l4' 1'-0'
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