HomeMy WebLinkAboutB14-0366 A100.pdf2544 SF
BURTON MERCANTILE
332 SF
STORAGE
SMARTWOOL MERCANTILE
BURTON MERCANTILE
BUSINESS
STORAGE
60 SF
BUSINESS
588 SF
SMARTWOOL MERCANTILE
75 SF
BUSINESS
208 SF
STORAGE
PUBLIC WAY
PUBLIC WAY
119.5' OVERALL DIAGONAL/3 = 39.8' MIN. EXIT SEPARATION
ACTUAL EXIT SEPARATION = 69.6' > 39.8' MIN. REQUIRED
LONGEST TRAVEL DISTANCE = 77' < 250' MAX
FOR GROUP M PER IBC 1016.2
BURTON STORE
BUILDING AREAS AND OCCUPANCY CLASSIFICATIONS
MERCANTILE GROUP M: 2,544 SF
STORAGE GROUP S-1: 540 SF
BUSINESS GROUP B: 60 SF
TOTAL AREA: 3,144 SF
OCCUPANT LOAD CALCULATION
MERCANTILE 2,544 SF/30 SF/OCCUPANT = 85 OCCUPANTS
STORAGE 540 SF/300 SF/OCCUPANT = 2 OCCUPANTS
BUSINESS 60 SF/100 SF/OCCUPANT = 1 OCCUPANTS
TOTAL OCCUPANT LOAD 88 OCCUPANTS
MINIMUM EXITS REQUIRED PER IBC 1015.1= 2 EXITS < 2 EXITS PROVIDED
POINT OF LONGEST COMMON PATH OF EGRESS
TRAVEL = 33' < 75' MAX. PER IBC 1014.3
EXIT LOAD =44 OCCUPANTS
44 OCC./EXIT X 0.2"/OCC.= 8.8" MIN. EGRESS
WIDTH < 72" PROVIDED PER IBC 1005.3.2
ADJACENT TENANT
ADJACENT TENANT
SMARTWOOL STORE
BUILDING AREAS AND OCCUPANCY CLASSIFICATIONS
MERCANTILE GROUP M: 588 SF
BUSINESS GROUP B: 75 SF
TOTAL AREA: 663 SF
OCCUPANT LOAD CALCULATION
MERCANTILE 588 SF/30 SF/OCCUPANT = 20 OCCUPANTS
BUSINESS 75 SF/100 SF/OCCUPANT = 1 OCCUPANTS
TOTAL OCCUPANT LOAD 21 OCCUPANTS
MINIMUM EXITS REQUIRED PER IBC 1015.1= 1 EXIT < 1 EXIT PROVIDED
EXIT LOAD =44 OCCUPANTS
44 OCC./EXIT X 0.2"/OCC.= 8.8" MIN. EGRESS
WIDTH < 54" PROVIDED PER IBC 1005.3.2
ADJACENT TENANT
EXIT LOAD =21 OCCUPANTS
21 OCC./EXIT X 0.2"/OCC.= 4.2" MIN. EGRESS
WIDTH < 72" PROVIDED PER IBC 1005.3.2
ONLY 1 EXIT REQUIRED PER IBC 1015.1
LONGEST TRAVEL DISTANCE = 39.5' < 250' MAX
FOR GROUP M PER IBC 1016.2
NEW EGRESS DOORS IN EXISTING STOREFRONT
Scale
Project Number
Date
Drawn by
Checked by
675 Lionshead Place, Vail, CO 81657
1/8" = 1'-0"
9/18/2014 3:20:57 PM
A100
PROJECT
INFORMATION
22414
VAIL ARRABELLE
SMARTWOOL
TENANT
13 September 2014
PT
PT
GENERAL NOTES
1-c
1-a 1-b
1-d
Sht. No.
ABBREVIATIONS
PROJECT TEAM
REGULATORY INFORMATION
PROJECT DESCRIPTION
DRAWING INDEX
SYMBOLS LEGEND VICINITY MAP
ADJUSTABLE
ADJ.
WITH
W/
INSULATION
INS.
LAMINATE
INTERIOR
INT.
LAM.
WINDOW
WD.
WIN.
WOOD
SQUARE
SQ.
EACH
EA.
FOOTING
FTG.
GYPSUM BOARD
HORIZONTAL
HANDICAPPED
AND AIR CONDITIONING
HEATING, VENTILATING
HEIGHT
HVAC.
H.C.
HOR.
HGT.
GAUGE
FURRING
FUTURE
GA.
FURR.
G.BD.
FUT.
EXTERIOR
ELECTRICAL
ELEVATION
FLOOR (ING)
FOOT OR FEET
FOUNDATION
FLOOR DRAIN
FINISH
FT.
F.D.
FIN.
FLR.
FDN.
EQUAL
EXT.
EL.
EQ.
ELEC.
TOP OF STEEL
T.O.S.
TYPICAL
UNLESS NOTED OTHERWISE
UNDERWRITERS
LABORATORIES
VERTICAL
UNFINISHED
WATER RESISTANT
UNF.
W.R.
VERT.
U.L.
TYP.
U.N.O.
STRUCTURAL
STANDARD
TOP OF CURB
TOP OF WALL
TONGUE AND GROOVE
TOP OF CONCRETE
THRESHOLD
T-HOLD
T.O.W.
T.
T.C
T.&G.
T.O.C.
TREAD
STL.
STR.
STD.
STEEL
CONCRETE
CONC.
DIAMETER
CONTINUOUS
DIMENSION
DOWN
DOOR
EXISTING
DRAWING
(E)
DIM.
DN.
DWGS
DR.
DETAIL
DOUBLE
CENTER
DET.
DIA.
CONT.
DBL.
CTR.
BLOCKING
ARCHITECTURAL
BASEMENT
BOT. BOTTOM
COLUMN
BEARING
CEILING
COL.
BRG.
CLG.
BSMT.
BEAM
BUILDING
BLKG.
BM.
ARCH.
BLDG.
REFERENCE
RADIUS
REVISE (D), REVISION
ROUGH OPENING
SIMILAR
SECTION
SPECIFICATION
REFLECT (ED) (IVE)
RM.
SPEC.
SHT.
SEC.
SIM.
SHEET
ROOM
R.
R.O.
RE
RFL.
REV.
RAD.
RISER
ON CENTER
OVERALL
OVERHEAD
OPENING
PAINT (ED)
PLYWOOD
POUNDS PER SQ. IN.
PRESSURE TREATED
POUNDS PER SQ. FT.
P.S.F.
PT
PL.
P.S.I.
P.WD.
PNT.
PLATE
O.A.
O.C.
OH.
OPG.
CENTERLINE
ACCESS PANEL
ABOVE FINISHED FLOOR
EXISTING
A.P.
(E)
A.F.F.
L
C MECHANICAL
MINIMUM
MISCELLANEOUS
NOT TO SCALE
MANUFACTURER
MIN.
MFR.
N.T.S.
MISC.
MECH.
FINISH FLOOR TAG
WALL TAG
ROOM TAG
INTERIOR ELEVATION TAG
DOOR TAG
COMP/DATA RECEPTACLE
QUADPLEX RECEPTACLE
TELE/COMM RECEPTACLE
CEILING MOUNTED DUPLEX RECEPTACLE
ROOM NAME
101
10
GENERAL
A100 PROJECT INFORMATION
ARCHITECTURAL
A101 FLOOR & CEILING PLANS
A102 FIXTURE PLANS & ELEVATIONS
A103 RESTROOM DIAGRAMS & ELEVATIONs
MECHANICAL
M100 MECHANICAL PLAN & SPECIFICATIONS
ELECTRICAL
E001 ELECTRICAL SPECIFICATIONS & LEGEND
E002 ONE LINE DIAGRAM & SCHEDULES
E100 DEMO POWER AND LIGHTING PLAN
E200 POWER PLAN & LIGHTING PLAN
E201 POWER PLAN & LIGHTING PLAN
ADDRESS
THE ARRABELLE AT VAIL SQUARE
675 LIONSHEAD PLACE
BUILDING "C" LEVEL TWO UNIT #P212b
VAIL, CO 81657
PARCEL NUMBER
2101-063-0800-7
LEGAL DESCRIPTION
LOT 2, BLOCK 1, VAIL LIONSHEAD FILING 3 SUBDIVISION
OWNER
VAIL RESORTS DEVELOPMENT COMPANY
390 INTERLOCKEN CRESCENT SUITE 660
BROOMFIELD, CO 80021
PROJECT SCOPE
THIS PROJECT CONSISTS OF INTERIOR TENANT IMPROVEMENT WORK ON ONE LEVEL OF
AN EXISTING STRUCTURE. THE WORK DOES NOT INVOLVE A CHANGE OF USE OR
ADDITIONAL AREA. THE SCOPE OF WORK INCLUDES GYP. BD. REPAIRS, MECHANICAL
DISTRIBUTION, WIRING FOR NEW ELECTRICAL FIXTURES AND DATA LINES, AND NEW
INTERIOR FINISHES AND STORE FIXTURES.
PROJECT LOCATION
MECHANICAL ENGINEER
CHRISTOPHER MENGES ENGINEERING
JEFF BELLMAN
1100 WEST LITTLETON BLVD., SUITE 400
LITTLETON, CO 80120
720-283-3018
720-283-6253 (FAX)
EMAIL: jeff@mengeseng.com
ELECTRICAL ENGINEER
KAZIN & ASSOCIATES
BRYAN KAZIN
2031 SOUTH ULSTER, SUITE 160
DENVER, CO 80237
720-489-1609
720-489-1611 (FAX)
EMAIL: bkazin@dmka.com
THE CONTRACTOR IS RESPONSIBLE FOR THE PAYMENT FOR AND ACQUISITION OF ALL
REQUIRED PERMITS AND FEES ASSOCIATED WITH HIS/HER PORTION OF THE PROJECT.
THE CONTRACTORS SHALL CONFIRM THE LOCATION OF ALL EXISTING UTILITIES AND
COORDINATE THE INSTALLATION OF ALL NEW UTILITIES AND METER LOCATIONS WITH
THE UTILITY COMPANY OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE
PROJECT.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO THOROUGHLY REVIEW AND BECOME
FAMILIAR WITH ALL PERTINENT DOCUMENTS AVAILABLE REGARDING THE CONSTRUCTION
OF THIS PROJECT. ANY AMBIGUITY OR DISCREPANCY DISCOVERED IN THE DOCUMENTS
SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT WHO SHALL MAKE CLARIFICATIONS
AND INTERPRETATIONS IN A TIMELY MANNER. THE CONTRACTOR'S FAILURE TO DISCOVER
AND NOTIFY THE ARCHITECT OF SAID AMBIGUITY OR DISCREPANCY PRIOR TO THE START
OF CONSTRUCTION SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY RELATING
TO THE MATTER.
CHANGES OR DEVIATIONS FROM THE DOCUMENTS, MADE BY THE CONTRACTOR OR
THEIR SUPPLIERS, WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, ARE
UNAUTHORIZED CHANGES TO THE WORK AND AS SUCH SHALL RELIEVE THE ARCHITECT
OF ALL RESPONSIBILITY FOR THE CONSEQUENCES ARISING THEREFROM.
PRIOR TO BEGINNING ANY NEW WORK OR INSTALLATION, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO INSPECT PREVIOUSLY INSTALLED WORK AND/OR SUBSTRATE AND
VERIFY THAT ALL SUCH WORK IS SATISFACTORY AND COMPLETE TO THE REQUIRED LEVEL
OF ACCEPTANCE TO ALLOW FOR THE START OF SUBSEQUENT WORK. THE
COMMENCEMENT OF ANY WORK SHALL INDICATE THAT ALL PREVIOUSLY INSTALLED
WORK AND/OR SUBSTRATE WAS FOUND TO BE ACCEPTABLE AND INSTALLED
ACCORDING TO INDUSTRY STANDARDS. ANY WORK FOUND TO BE IN UNACCEPTABLE
CONDITION SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE
OWNER OR TENANT.
THE CONTRACTOR(S) SHALL VISIT THE PROJECT SITE PRIOR TO ESTIMATING THE COST OF
THE SCOPE OF WORK AND PRIOR TO ORDERING OR FABRICATING MATERIALS OR
BEGINNING ANY CONSTRUCTION RELATED ACTIVITIES FOR THE PURPOSE OF BECOMING
COMPLETELY FAMILIAR WITH THE SITE AND ALL EXISTING CONDITIONS WHICH MIGHT
IMPACT THE COST OF, OR PERFORMANCE OF THE SCOPE OF WORK.
ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
CODES AND THE REQUIREMENTS OF ALL REGULATORY AGENCIES HAVING JURISDICTION
OVER THE PROJECT. UNDER NO CONDITION DOES THE ARCHITECT HAVE RESPONSIBILITY
FOR THE MEANS OR METHODS USED BY THE CONTRACTOR IN THE PERFORMANCE OF
THE WORK OR FOR CONDITIONS OF SAFETY AT THE JOB SITE.
THE CONTRACTOR SHALL COORDINATE ALL FINISHES, MATERIALS, AND COLORS WITH
THE ARCHITECT, GENERAL CONTRACTOR, OWNER AND TENANT.
ALL EXPOSED STEEL SURFACES THAT ARE WELDED ARE TO BE GROUND SMOOTH, PRIMED
AND PAINTED.
DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING
DRAWINGS AND/OR FIELD MEASUREMENTS. ALL EXISTING DIMENSIONS ARE TO FINISH
FACE UNLESS NOTED OTHERWISE ON DRAWINGS. THE CONTRACTOR(S) SHALL FIELD
VERIFY ALL DIMENSIONS PERTAINING TO THE EXISTING CONDITIONS, INCLUDING ALL
WORK ALREADY IN PLACE, PRIOR TO ORDERING OR FABRICATING MATERIALS, AND PRIOR
TO START OF CONSTRUCTION.
ALL DIMENSIONS OF NEW WALLS ARE TO FACE OF ROUGH FRAMING. DIMENSIONS TO
ELEMENTS SHOWN IN ELEVATION, INCLUDING RECESSES AND SOFFITS IN REFLECTED
CEILING PLANS, ARE TO FINISH FACE, UNLESS NOTED OTHERWISE.
IF, DURING THE COURSE OF ANY REQUIRED DEMOLITION WORK PERFORMED BY THE
CONTRACTOR(S), OWNERS, OR OTHERS UNDER THE TERMS OF THE SUBCONTRACT OR
OTHER AGREEMENT, HAZARDOUS WASTE IS ENCOUNTERED, SAME SHALL BE REMOVED
AND DISPOSED OF AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION OVER THE
PROJECT. THE ARCHITECT AND GENERAL CONTRACTOR IS NOT KNOWLEDGEABLE OF
THE EXISTENCE OF HAZARDOUS WASTE AND SHALL NOT BE HELD RESPONSIBLE FOR THE
EXISTENCE OR REMOVAL OF HAZARDOUS WASTE.
THE CONTRACTOR(S) SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE
MATERIALS AND DEBRIS.
DO NOT SCALE THE DRAWINGS, IF QUESTIONS ARISE AS TO DIMENSIONAL
REQUIREMENTS, CONTACT THE ARCHITECT FOR CLARIFICATION.
ITEMS OF EQUIPMENT OR CONSTRUCTION NOTED N.I.C. ARE NOT TO BE PROVIDED
UNDER THE CONTRACT, AND UNLESS NOTED OTHERWISE SHALL BE FURNISHED AND
INSTALLED BY OWNER'S SEPARATE CONTRACT.
ALL MATERIALS, FIXTURES AND EQUIPMENT PROVIDED UNDER THIS CONTRACT ARE TO BE
PROVIDED IN NEW CONDITION WITH FULL MANUFACTURER'S WARRANTY, UNLESS NOTED
OTHERWISE, AN ARE TO BE STORED AND INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS. DAMAGED ITEMS SHALL BE REPLACED AT NO ADDITIONAL COST TO THE
OWNER.
PROVIDE WATER RESISTANT SHEET ROCK AT ALL APPLICATIONS WHICH MAY BE SUBJECT
TO THE ADVERSE EFFECTS OF MOISTURE.
INSTALL PORTABLE FIRE EXTINGUISHERS PER LOCAL CODE. LOCAL FIRE MARSHALL TO
CONFIRM LOCATIONS WITH GENERAL CONTRACTOR.
CONTRACTOR SHALL PROVIDE TO ARCHITECT A PLAN SHOWING PROPOSED OPENINGS
IN EXISTING STRUCTURAL ELEMENTS PRIOR TO CUTTING. NO CUTTING OR CORING OF
STRUCTURAL ELEMENTS IS PERMITTED WITHOUT WRITTEN APPROVAL FROM STRUCTURAL
ENGINEER.
NORTH ARROWS AS DEPICTED ON DRAWING SET ARE FOR PROJECT REFERENCE ONLY.
CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ORIENTATION OF PROJECT SITE AND
SCOPE OF WORK TO BE COMPLETED PRIOR TO START OF WORK.
CONTRACTOR ACKNOWLEDGES RECEIPT AND REVIEW OF A.G. WASSENAAR ASBESTOS
REPOPRT NUMBER E13462.EAS DATED 14 AUGUST 2013.
ARCHITECT
TODD ARCHITECTURE, LLC
PAUL TODD - PRINCIPAL
1523 15TH STREET
DENVER, CO 80202
303-446-0460
EMAIL: paul@toddarchitecture.com
GENERAL DEMOLITION NOTES
PROVIDE ALL THE DEMOLITION ITEMS LISTED BELOW THAT MAY OR MAY NOT BE
IDENTIFIED ON THE ASSOCIATED DEMOLITION PLANS:
1. ALL DEMOLITION TO BE PERFORMED IN A SWIFT, SAFE MANNER SO AS TO KEEP
DISTURBANCE TO BUILDING TENANTS AT A MINIMUM.
2. UNDER NO CIRCUMSTANCES MAY STRUCTURAL ELEMENTS SUCH AS BEAMS, LINTELS,
COLUMNS, SHEAR WALLS, OR FLOOR DIAPHRAMS BE DEMOLISHED, DISTURBED, OR
MODIFIED IN ANY WAY UNLESS NOTED OTHERWISE.
3. G.C. TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FOR SAFETY
AND TO CONTAIN DUST DUE TO DEMOLITION. G.C. SHALL TAKE CAREFUL MEASURES
TO CONTAIN THE SPREAD OF DUST AND FUMES OUT OF THE WORKAREA THROUGH
OPENINGS, DUCTWORK, ETC.
4. G.C.TO REPAIR AND/OR PATCH REMAINING SURFACES AS NEEDED DUE TO
DEMOLITION OR REMOVAL OF CONSTRUCTION TO MATCH EXISTING UNLESS NOTED
OTHERWISE.
5. ITEMS "TO BE RELOCATED" SHALL BE STORED IN A PLACE DESIGNATED IN THE
CONSTRUCTION AREA, ACCORDING TO G.C.'S INSTRUCTION.
6. REMOVE ALL DEMOLISHED MATERIALS FROM BUILDING AND SITE UNLESS NOTED
OTHERWISE OR RETURNED TO OWNER. ALL OTHER DEMOLISHED MATERIAL SHALL
BECOME PROPERTY OF G.C. FOR REMAOVAL.
7. SMOKE AND FIRE DETECTION EQUIPMENT MUST BE SHIELDED TO AVOID FALSE
ALARMS. COORDINATE WITH FIRE PROTECTION CONTRACTOR.
8. G.C. SHALL VERIFY THAT ALL WIRING, CABLE, AND CONDUIT TO BE REMOVED IS NOT
IN USE, AND THAT CIRCUITS ARE DISCONNECTED PRIOR TO DEMOLITION.
9. G.C TO REMOVE ALL ELECTRICAL CONDUIT AND WIRING BACK IN DEMOLISHED
WALLS AND CEILINGS TO ELECTRICAL PANELS AND/OR APPROPRIATE JUNCTION BOX.
GENERAL INTERIOR FINISH NOTES
Where materials are applied on wa1ls, ceilings or structural elements required to have a fire-resistance rating or to be of noncombustible construction, they shall comply with the provisions of
this section.
Direct attachment and furred construction.
Where walls and ceilings are required for any provision in this code to be of fire-resistance-rated or noncombustible construction, the interior finish material shall be applied directly against such
construction or to furring strips not exceeding 1.75 inches (44 mm) applied directly against such surfaces. The intervening spaces between such furring strips shall be filled with inorganic or
Class A material or shall be fireblocked at a maximum of 8 feet (2438 mm) in any direction in accordance with Section 717.
Set-out construction. Where walls and ceilings are required to be of fire-resistance-rated or noncombustible construction and walls are set out or ceilings are dropped distances greater than
specified in Section 803.4.1. Class A finish materials shall be used except where interior finish materials are protected on both sides by an automatic sprinkler system or attached to
noncombustible backing or furring strips installed as specified in Section 803.4.1. The hangers and assembly members of such dropped ceilings that are below the main ceiling line shall be of
noncombustible materials, except that in Type III and V construction, fire-retardant-treated wood shall be permitted. The construction of each set-out wall shall be of fire-resistance-rated
construction as required elsewhere in this code.
Materials. An interior wall or ceiling finish that is not more than 0.25 inch (6.4 mm) thick shall be applied directly against a noncombustible backing.
INTERIOR WALL AND CEILING FINISH REQUIREMENTS FOR SPRINKLERED M AND B OCCUPANCIES
EXIT ENCLOSURES AND PASSAGEWAYS: CLASS B
CORRIDORS: CLASS C
ROOMS AND ENCLOSED SPACES: CLASS C
DUCTS AND AIR TRANSFER OPENINGS
Duct and air transfer openings shall comply with IBC Section 716. See Mechanical Drawings
SAFETY GLAZING GENERAL NOTES
Glazing in the following locations will be of safety glazing material and conform to IBC Section 2406.3:
1. Ingress and egress doors except jalousies.
2. Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors.
3. Unframed swinging doors.
4. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch (610 mm) arc of either vertical edge of the door in a closed position and where
the bottom exposed edge of the glazing is less than 60 inches (1525 mm) above the walking surface.
5. Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions:
a. Exposed area of an individual pane greater than 9 square feet (0.84 m2).
b. Exposed bottom edge less than 18 inches (457 mm) above the floor.
c. Exposed top edge greater than 36 inches (914 mm) above the floor.
d. One or more walking surfaces within 36 inches (914 mm) horizontally of the plane of the glazing.
6. Walls enclosing stairway landings or within 5 feet (1525 mm) of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches (1525 mm) above a walking
surface.
FIRE BLOCKING GENERAL NOTES
Fire blocks should be provided in accordance with Section 717.1 in the following locations:
1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels.
2. In concealed spaces of stud walls and partitions, including furred spaces. At 10-foot (3048 mm) intervals along the length of the wall.
3. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.
4. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished.
5. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceiling and floor levels, with noncombustible materials.
6. At openings between attic spaces and chimney chases for factory-built chimneys.
TENANT
SPECIALTY SPORTS VENTURE
SCOTT SPEEDY - REGIONAL MANAGER
492 EAST LIONSHEAD CIRCLE, SUITE 101
VAIL, CO 81657
970-476-9457 x268
720-301-8758 (MOBILE)
EMAIL: hspeedy@ssv.net
JURISDICTIONS
BUILDING THE TOWN OF VAIL
FIRE VAIL FIRE DEPARTMENT
APPLICABLE CODES
ARCHITECTURAL 2012 INTERNATIONAL BUILDING CODE
MECHANICAL 2012 INTERNATIONAL MECHANICAL CODE
PLUMBING 2012 INTERNATIONAL PLUMBING CODE
ELECTRICAL 2011 NATIONAL ELECTRICAL CODE
FUEL GAS 2012 INTERNATIONAL FUEL GAS CODE
FIRE PROTECTION 2012 INTERNATIONAL FIRE CODE
ENERGY 2012 INTERNATIONAL ENERGY CONSERVATION CODE
PERFORMANCE ENERGY 2012 INTERNATIONAL PERFORMANCE CODE
BUILDING INFORMATION
CONSTRUCTION TYPE I-A
FIRE PROTECTION FULLY SPRINKLERED
USE AND OCCUPANCY CLASSIFICATION
MERCANTILE (RETAIL STORE) GROUP M
North
0' 2' 4' 8' 16'
1/8" = 1'-0"
A100
1 CODE PLAN
No. Description Date
No Exterior Work included in this permit.
10/17/14