HomeMy WebLinkAboutB16-0247_A-01_1478903818.pdfGeneral Notes:
The following architectural documentation is being provided as a design assist for a
design build process with the contractor. Minimal required documentation
has been provided for code and building compliance. It is the contractor's
responsibility to comply with all applicable local, state and national building codes,
ordinances, regulations and all other authorities having jurisdiction pertaining to this
project.
All contractors, subcontractors, shall be responsible for their role in the construction
of the project and shall be held responsible for adherence to practical knowledge,
implementation of the content and described intent of the documents.
All manufactured assemblies, articles, materials, and equipment shall be applied,
installed, erected, used, cleaned, tested and conditioned in strict accordance with the
responsible manufacturers' recommendations.
The contractor-owner shall field verify all site conditions, materials and dimensions.
The following structural documentation is being provided as a signed, sealed and
dated set of structural construction documents as required for the
construction of a duplex residence in the State of Colorado. Reference Structural
documents and specifications for all design loads and criteria. Due to unknown existing
conditions structural documents are to be coordinated with architectural documents in
the field.
Prior to the start of construction, verify design loads with governing codes and site
conditions. Verify and check with local building agencies for applicable wind, seismic,
snow and other special loading conditions.
I. GENERAL REQUIREMENTS
The contractor shall be responsible for grading and adherence and coordination
with an open pit soils inspection to occur prior to the start of construction and
performed by a licensed geotechnical engineer.
Finish grading shall be a minimum of 6" below any untreated material and
sloped 6" in 10' (minimum) or as recommended by the soil's report away from
structure.
The contractor shall perform excavation and grading according to common
construction practices and methods to the lines, grades and elevations of the site
documents and in accordance with any work prescribed by any Civil Engineer
or Landscape Architect consultant that may be retained for the project by the owner.
Provide site preparation, work and coordination as specified by the soil's report
and Geotechnical engineer.
II. SITEWORK:
All concrete work and materials shall be per the structural construction documents
or as designed and specified by qualified others and/or the responsibility of the
contractor.
III. CONCRETE:
All masonry work and materials shall be per the exterior finish notes and as finally
approved on the mock-up during construction.
All masonry work and materials are the responsibility of the contractor as
designed and specified by qualified others.
IV. MASONRY:
All metal work and materials shall be per the details, exterior finish notes and as
finally approved by Owner on the mock-up during construction.
All metal work and materials are the responsibility of the contractor or as
designed and specified by qualified others.
All metal work, including structural steel, shall be per the structural construction
documents and specifications.
V. METALS:
All woods and plastics work and materials shall be per the exterior finish notes
and as finally approved on the mock-up during construction.
All woods and plastics work and materials are the responsibility of the contractor
or as designed and specified by qualified others.
All woods and plastics shall be per the structural construction documents
and specifications.
VI. WOODS AND PLASTICS:
All roofing material shall be per the exterior finish notes and as finally
approved on the mock-up during construction.
All thermal and moisture protection work and materials are the responsibility
of the contractor or as designed and specified by qualified others.
VII. THERMAL AND MOISTURE PROTECTION:
All doors and windows shall be per the exterior finish notes and as finally
approved on the mock-up during construction.
All doors and windows, including proper insulation and installation, are the
responsibility of the contractor or as designed and specified by qualified others.
VIII. DOORS AND WINDOWS:
Contractor to verify all windows for compliance with all energy and building
code compliance, including but not limited to, tempering, U and R values,
egress, etc.
Gypsum drywall as required by governing codes.
All other finishes the responsibility of the contractor or qualified
other.
IX. FINISHES:
Not a part of this contract and the responsibility of the contractor
or qualified other.
X. SPECIALTIES:
Not a part of this contract and the responsibility of the contractor
or qualified other.
XI. EQUIPMENT:
Not a part of this contract and the responsibility of the contractor
or qualified other..
XII. FURNISHINGS:
Not a part of this contract and the responsibility of the contractor
or qualified other.
XIII. SPECIAL CONSTRUCTION:
Not a part of this contract and the responsibility of the contractor
or qualified other.
XIV. CONVEYING SYSTEMS:
Not a part of this contract and the responsibility of the contractor
or qualified other.
XV. MECHANICAL:
Not a part of this contract and the responsibility of the contractor
or qualified other.
XVI. ELECTRICAL:
Additional Notes:
Stairs to have a minimum width of 36"; a minimum tread depth of 10"; a
minimum riser height of 4"; a maximum riser height of 7 3/4"; and a minimum
headroom clearance of 6'-8" above nosing of treads. Stairs shall conform
to R311.5.8 and IBC1009.
I. STAIRS
Handrails - Stairs having four (4) or more risers shall have a minimum
of one (1) graspable handrail 34" to 38" above nosing of treads. Handgrip
portion of handrails shall not be less than 1 1/4" nor more than 2" in cross
sectional dimension. The handgrip portion of the the handrails shall have a
smooth surface with no sharp corners. Handrails projecting from a wall shall
have handrail end to be returned to walls, or terminate in newel posts. Balusters
on open side of stairways to be spaced such as not to permit a 4" sphere to
pass through. Handrails shall be continuous between landings ( can be
interrupted by a newel post at turn).
II. HANDRAILS
Guardrails - Guardrail to be a minimum of 36" above floor with ballisters
to be spaced so as not to permit a 4" sphere to pass through.
III. GUARDRAILS
Fireplaces - Provide a manual shut-off valve within 4' of the gas appliance
unit (not in firebox, or unit) that is accessible to the room in which the
fireplace is located. Provide ouside combustion air as required per the
manufacturer's specifications. Installation instructions for the listed gas
fireplaces must be on site for inspection to verify clearances to combustible
framing and/or trim, etc.
IV. FIREPLACES
Firestop all interconnections between concealed vertical and horizontal
spaces (soffits), and between stair stringers, and the openings between
chimney chases, and all attic spaces. Provide fire blocking within sleeper-type
flooring systems so that no area exceeds 100 square feet. Fireblock material
may be 2" nominal lumber, gypsum drywall, etc. securely fastened in place
loose - filled insulation is not acceptable.
V. FIREBLOCKING
If a super-insulated roof is not constructed provide sufficient, adequate roof
and attic ventilation as prescribed by code. Provide continuous
screened soffit vents and ridge venting as specified by the Developer/
Owner-General Contractor. The roof/attic ventilation shall be as described
by the IBC 1/150th of the square footage of the attic area, 50% (one-half) of
which shall be in the lower soffit area, and the remaining balance - 50%
(one-half) of which shall be in the upper most part (high area) of the roof/attic.
Each rafter space shall be vented.
VI. ROOF VENTILATION
Provide sufficient, adequate crawl space cross-ventilation at 1 sq. ft. of
venting per 150 sq. ft. of the crawl space area.
VII. CRAWL SPACE VENTILATION
N/A
VII. CRAWL SPACE VENTILATION
Drawing List:
A-00 Cover Sheet
V-00 Topographic Survey
A-01 Information Sheet
A-02 Graphic GRFA Calcs
AX-1.1 Existing Lower &
Main Level Plan
AX-1.2 Existing Upper Level &
Roof Plan
AX-2.1 Existing Elevations
AX-2 .2 Existing Elevations
AD-1.1 Lower Level Demo Plan
AD-1.2 Main Level Demo Plan
AD-1.3 Upper Level Demo Plan
AD-1.4 Roof Demo Plan
AD-2.1 Demo Elevations
AD-2.2 Demo Elevations
C-1 Grading and Drainage Plan
(By Civil Engineer)
AL-1.0 Landscape Plan
A-1.1 Proposed Lower Level Plan
A-1.2 Proposed Main Level Plan
A-1.3 Proposed Upper Level Plan
A-1.4 Proposed Roof Plan
A-2.1 Proposed Elevations
A-2.2 Proposed Elevations
A-3.1 Building Section & Section Detail
A-4.1 Large Scale Section
A-4.2 Large Scale Section
AR-1.1 Lower Level RCP/MEP
AR-1.2 Main Level RCP/EMP
RA-1.1 Radon Plan
S1 - Foundation Plan & Details
S2 - Main Level Framing
S3 - Upper Level Framing
S4 - Roof Framing
General Contractor to locate all existing utilities and identify conflicts prior to the
start of any construction and/or work.
Any plumbing on an exterior wall to be relocated or insulated sufficiently to
avoid freezing.
VIII. MISCELLANEOUS
Majority of the exterior building envelope from exterior membrane to interior
drywall, including insulation is remaining unless evidence of something
detrimental such as mold is discovered in the small areas being uncovered.
A monitored fire detection system will be provided for Unit D per Vail Fire
and Emergency service's specifications.
FIRE PROTECTION
Existing Residential S.F. (Not GRFA): 1,831 S.F.
Existing Garage S.F. (Not GRFA): 537 S.F.
Proposed Residential S.F. (Not GRFA): 2,850 S.F.
Proposed Garage S.F. (Note GRFA): 480 S.F.
SQUARE FOOTAGE
Open Hole Soils Test Required
by licensed third party.
Structural steel and welding inspections
required by licensed third party.
Blower door test not required as not
new construction.
Air balancing test not required as there
is not a forced air system.
SPECIAL INSPECTIONS
2015 International Building Code
2015 International Residential Code
2015 International Existing Building Code
2012 Plumbing Code
2015 International Mechanical Code
2012 International Fuel Gas Code
2015 International Fire Code
2015 International Energy Conservation Code
2014 National Electric Code
2015 Amendments located in Ordinace No. 14, Series 2015
APPLICABLE DESIGN CODES
A-01
Project
Information
Sheet
K
06.13.2016: BuildingPermit
06.04.2016: Revised Pricing
03.31.2016: TOVDRB Conceptual
05.12.2016: Review
05.02.2016: TOVDRB FINAL
Sheet No:
Project No: 1501.00
Sheet Title:
Sheet
No:
Revisions:
Issue Dates:
Seal
La Dolce
Vail CO 81657
(970) 390.1429
4284 Columbine Drive, Unit E
annefgunion@yahoo.com
Architects,
llc
THE KORCH
RESIDENCE
4284 Columbine
Drive Unit D
VAIL,
COLORADO
08/05/16