HomeMy WebLinkAboutFile Documents.533 E Main St.0004.2017 (35).ACBKThe City of Aspen
These plans must be kept at the
building site or inspection
delays may occur. Construction
shall conform to these plans. All
changes shall be approved by
the building official.Field Plan Set Must Be Printed In ColorSEPARATE PERMITS ARE
REQUIRED FOR ELECTRICAL,
PLUMBING, MECHANICAL, OR
FIRE SPRINKLER WORK
City of Aspen
Received
5/2/17
Building Department
2015 codes, 2014 NEC
13
Main level: reception, kitchen, offices, community spaces.
Upper level: sanctuary, etc with single exit
Basement: mechanical, storage, crawlspace
nt 5/10/17
x
City of Aspen
Received
5/2/17
Building Department
nt Nick Thompson 5/10/17
Received
1/19/17
0004.2017.ACBK
GL 1/19/17
9,416.25
650.00
5045.89
6815.90
810.00
Hourly 62,775.00
650.00
6,815.90
273707331801
Received
1/19/17
0004.2017.ACBK
0004.2017.ACBK
ARCHDIOCESE OF DENVER
533 E Main
273707331801
SPECIAL INSPECTION AND TESTING AGREEMENT
To permit applicants of project requiring special inspection and\or testing per Section 1704 of the
International Building Code (IBC).
Project Address: __________________________________ Permit Number:______________________
BEFORE A PERMIT CAN BE ISSUED: The owner, or the engineer or architect of record, acting as the
owner’s agent, shall complete two copies of this agreement and the attached Special-inspection and Testing
Schedule, including the required acknowledgments. A pre-construction conference with the parties
involved may be required to review the special-inspection requirements and procedures.
APPROVAL OF SPECIAL INSPECTORS: Special inspectors may have no financial interest in the
projects for which they provide special inspections. Special inspectors shall be approved by the building
department prior to performing any duties. Special inspectors shall submit their qualifications and are
subject to personal interviews for pre-qualification. Special inspectors shall display approved
identification, as stipulated by the building official, when performing the function of special inspector.
Special inspection and testing shall meet the minimum requirements of the International Building Code
Section 1704. The following conditions are also applicable:
A. Duties and Responsibilities of the Special Inspector
1. Signify presence at job site. Special inspectors should notify contractor personnel of
their presence and responsibilities at the job site. If required by the building official, they
shall sign in on the appropriate form posted with the building permit.
Observe assigned work. The special inspector shall observe assigned work for
conformance with the building department approved (stamped) design drawings,
specifications, and applicable workmanship provisions of the International Building
Code. Architect\engineer-reviewed shop drawings may be used only as an aid to
inspection.
For continuous special-inspection, the special inspector shall be on site at all times
observing the work requiring special inspection. Periodic inspections, if any, must have
prior approval based on a separate written plan reviewed and approved by the building
department and the engineer or architect of record.
3. Report nonconforming items. The special inspector shall bring nonconforming items to
the immediate attention of the contractor and note all such items in the daily report. If
any item is not resolved in a timely manner or is about to be incorporated in the work, the
special inspector shall immediately notify the building department by telephone or in
person, notify the engineer or architect, and post a discrepancy notice.
Provide timely reports. The special inspector shall complete written inspection reports
for each inspection visit and provide the reports on a timely basis determined by the
building official. The special inspector or inspection agency shall furnish these reports
directly to the building official, engineer or architect of record, and others as designated.
[IBC Sec. 1704.1.2] These reports should be organized on a daily format and may be
submitted weekly at the option of the building official. These reports should include:
a. Description of daily inspections and tests made with applicable locations,
b. Listing of nonconforming items,
c. Report on how nonconforming items were resolved or unresolved as
applicable,
d. Itemized changes authorized by the architect, engineer, and building official if
not included in nonconforming items.
2.
4.
1
5. Provide Final Inspection Report. The special inspector shall submit a written final
report documenting required special inspections and correction of any discrepancies
noted in the inspections prior to the final building inspection.
B. Owner Responsibilities. The project owner, the engineer or architect or record, or an agent of the
owner is responsible for employing special-inspection services. The special inspector\agency shall
not be in the employ of the contractor, subcontractor or material supplier. [IBC Sec 1704.1] In
case of an owner\contractor, the special inspector\agency shall be employed as specified by the
building official.
C. Engineer or Architect of Record Responsibilities
1. Prepare special inspection program. The engineer or architect of record shall list the
items for which special inspection is required; and shall indicate any items for which the
IBC or the building official approves periodic inspection and the frequency of such
inspections.
Respond to field discrepancies. The engineer or architect of record shall respond to
uncorrected field discrepancies in design, material, or workmanship observed by the
special inspector.
Review shop drawings and submit design changes. The engineer or architect of record
shall acknowledge and review for conformance with the construction drawings those
shop drawings that may detail structural information, shall submit to the building official
and to the special-inspection agency written documentation of any verbally authorized
deviations from the approved construction documents, and shall submit revised
documents for building official approval as required.
2.
3.
D. Contractor Responsibilities
1. Notify the special inspector. The contractor is responsible for notifying the special
inspector or agency regarding individual inspections for items listed on the attached
schedule and as noted on the building department approved plans. Adequate notice shall
be provided so the special inspector has time to become familiar with the project.
Provide access to approved plans. The contractor is responsible for providing the
special inspector access to approved plans.
Retain special inspection records. Upon request, the contractor is also responsible for
retaining, at the job site, all special inspection records completed by the special inspector.
2.
3.
E. Inspection of Fabricators
1. Fabrication of structural assemblies and members. Where fabrication of structural
load-bearing members and assemblies is being performed on the premises of a
fabricator’s shop, IBC Section 1704.2 shall require special inspection of the fabricated
items.
Fabrication and implementation procedures. The special inspector shall verify that
the fabricator maintains detailed fabrication and quality control procedures that provide a
basis for inspection control of the workmanship and the fabricator’s ability to conform to
approved construction documents and reference standards. The special inspector shall
review the procedures for completeness and adequacy relative to code requirements for
fabricator’s scope of work.
2.
F. Approved Fabricator Responsibilities
1. Fabrication exempt inspections. Special inspections are not required where work is
done on the premise of a fabricator registered and approved to perform such work
without special inspection.
2
External Energy Use Approved
RREMP CREMP
PERMIT #DATE
SNOWMELT _____________________________
POOL _____________________________
SPA _____________________________
OFFSET:________________________________
REMP SHEET: ___________________________
REVIEWED BY: _________________________
4
nickt
6/30/20170004.2017.ACBK
Total on site: 1346 sqft
0 sqft
0 sqft
SM 1.1, SM 1.2
SNOWMELT SYSTEM AND EQUIPMENT MANDATORY REQ’S.
All snowmelt systems shall meet the following:
-Any portions in the Right of Way must be on a separate zone. A ROW
permit and Permanent Encroachment License are required.
-R10 insulation shall be installed under the area to be snow melted or R5
insulation shall be installed under and at the slab edges. (Ordinance 11
Series 2011)
-Automatic controls installed for system shut off when pavement
temperature is above 50°F and no precipitation is falling. (2009 IECC
Sec. 403.8 & 503.2.4.5)
-Automatic or manual controls installed for system shut off when outdoor
temperature is above 40°F. (2009 IECC Sec. 403.8 & 503.2.4.5)
-Inspection by testing hydrostatically at 1½ times max system design
pressure, but not less than 100psi, for 15minutes. (2009 IMC Sec.
1208.1)
none
SPECIAL INSPECTION REQUIRED
Special inspection is required per 2009 IBC
section 1704. Inspector to verify that copy of
agreement for inspection program to be on
the job site prior to performing any
inspections. A copy of all Special Inspector
field reports to be on the job site for
inspectors' review if requested. Failure to
comply may result in denial of inspection.
x concrete
FIRE
SPRINKLERS
REQUIRED
READ THIS OR FAIL YOUR INSPECTION!
Dropped Ceilings, Soffits, and Furred Walls
2009 IBC 803.11
This applies to the attachment of finishes or furring to any
assemblies that are required to be either fire-rated or
non-combustible and is separate from the fire-rated
assembly requirement.
If furred 1 ¾ inches or less, do one of the following:
4.Fill spaces with Class A material.
5.Fill spaces with inorganic, non-combustible material.
6.Fireblock 8 feet in all directions.
If set out (furred) greater than 1 ¾ inches:
Framing members, hangers, and other assembly
members must be non-combustible. You may not use
wood.
In Type III and V construction only, you may use fire
retardant treated wood or non-combustible framing.
AND do one of the following:
5.Use a Class A finish material (such as drywall).
6.Fill spaces with inorganic, non-combustible material.
7.Fireblock 8 feet in all directions.
8.Protect both sides with fire sprinklers
The City of Aspen
COMcheck Software Version 4.0.5.1
Interior Lighting Compliance Certificate
Project Title:
2015 IECC
Project Type:Alteration
Construction Site:
533 E. Main Street
Aspen, CO 81611
Owner/Agent:
Marina Skiles
CCA
610 E. Hyman Avenue
Aspen, CO 81611
970-925-5590
marinas@cunniffe.com
Designer/Contractor:
BG Buildingworks
222 Chapel Place
Unit AC-201
Avon, CO 81620
970-949-6108
Project Information
Energy Code:
St. Mary Catholic Church
Allowed Interior Lighting Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
1-Main level (Office)4454 0.82 3652
3652Total Allowed Watts =
Proposed Interior Lighting Power
E
(C X D)
D
Fixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
Main level ( Office 4454 sq.ft.)
LED 19: DP3: Other:1 14 60 840
LED 20: DP4: Other:3 12 60 720
LED 21: DW1: Other:1 6 14 81
LED 22: (E): Other:1 6 120 720
LED 23: R1: Other:1 4 23 93
LED 24: R2/R2E: Other:1 21 23 487
LED 25: R3: Other:1 5 13 65
LED 26: R4W: Other:1 50 2 100
LED 27: R5: Other:1 4 1 4
LED 28: S2: Other:1 2 42 84
LED 29: S3: 96W Driver: Other:1 1 96 96
LED 30: X1: Other:1 2 1 Exempt
Exemption:Exit Signs, Safety or Emergency Lighting
LED 32: X2: Other:1 1 10 Exempt
Exemption:Exit Signs, Safety or Emergency Lighting
LED 31: X3: Other:1 3 5 Exempt
Exemption:Exit Signs, Safety or Emergency Lighting
3290Total Proposed Watts =
Project Title:
Data filename:
St. Mary Catholic Church
S:\BGProjects\9727.00 St. Mary Catholic Church\Engineering\Energy\Calcs\St. Mary.cck
05/01/17Report date:
61 ofPageCity of Aspen
Received
5/2/17
Building Department
City of Aspen
Received
5/2/17
Building Department
Inspection Checklist
Requirements: 78.0% were addressed directly in the COMcheck software
COMcheck Software Version 4.0.5.1
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Energy Code: 2015 IECC
Section
#
& Req.ID
Plan Review Complies?Comments/Assumptions
C103.2
[PR4]1
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the interior lighting
and electrical systems and equipment
and document where exceptions to
the standard are claimed. Information
provided should include interior
lighting power calculations, wattage of
bulbs and ballasts, transformers and
control devices.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Location on plans/spec: E0.2, E3.2
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
St. Mary Catholic Church
S:\BGProjects\9727.00 St. Mary Catholic Church\Engineering\Energy\Calcs\St. Mary.cck
05/01/17Report date:
63 ofPageCity of Aspen
Received
5/2/17
Building Department
Section
#
& Req.ID
Rough-In Electrical Inspection Complies?Comments/Assumptions
C405.2.1
[EL15]1
Lighting controls installed to uniformly
reduce the lighting load by at least
50%.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Location on plans/spec: E3.2
C405.2.1
[EL18]1
Occupancy sensors installed in
required spaces.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Location on plans/spec: E3.2
C405.2.1,
C405.2.2.
3
[EL23]2
Independent lighting controls installed
per approved lighting plans and all
manual controls readily accessible and
visible to occupants.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Location on plans/spec: E3.2
C405.2.2.
1
[EL22]2
Automatic controls to shut off all
building lighting installed in all
buildings.
Complies
Does Not
Not Observable
Not Applicable
Exception: Lighting controlled by occupancy sensors.
Location on plans/spec: E3.2
C405.2.3
[EL16]2
Daylight zones provided with
individual controls that control the
lights independent of general area
lighting.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
C405.2.3,
C405.2.3.
1,
C405.2.3.
2
[EL20]1
Primary sidelighted areas are
equipped with required lighting
controls.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
C405.2.3,
C405.2.3.
1,
C405.2.3.
3
[EL21]1
Enclosed spaces with daylight area
under skylights and rooftop monitors
are equipped with required lighting
controls.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
C405.2.4
[EL4]1
Separate lighting control devices for
specific uses installed per approved
lighting plans.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Location on plans/spec: E3.2
C405.2.4
[EL8]1
Additional interior lighting power
allowed for special functions per the
approved lighting plans and is
automatically controlled and
separated from general lighting.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Location on plans/spec: E0.2, E3.2
C405.3
[EL6]1
Exit signs do not exceed 5 watts per
face.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Location on plans/spec: E0.2
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
St. Mary Catholic Church
S:\BGProjects\9727.00 St. Mary Catholic Church\Engineering\Energy\Calcs\St. Mary.cck
05/01/17Report date:
64 ofPageCity of Aspen
Received
5/2/17
Building Department
Section
#
& Req.ID
Final Inspection Complies?Comments/Assumptions
C303.3,
C408.2.5.
2
[FI17]3
Furnished O&M instructions for
systems and equipment to the
building owner or designated
representative.
Complies
Does Not
Not Observable
Not Applicable
C405.4.1
[FI18]1
Interior installed lamp and fixture
lighting power is consistent with what
is shown on the approved lighting
plans, demonstrating proposed watts
are less than or equal to allowed
watts.
Complies
Does Not
Not Observable
Not Applicable
See the Interior Lighting fixture schedule for values.
C408.2.5.
1
[FI16]3
Furnished as-built drawings for
electric power systems within 90 days
of system acceptance.
Complies
Does Not
Not Observable
Not Applicable
C408.3
[FI33]1
Lighting systems have been tested to
ensure proper calibration, adjustment,
programming, and operation.
Complies
Does Not
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
St. Mary Catholic Church
S:\BGProjects\9727.00 St. Mary Catholic Church\Engineering\Energy\Calcs\St. Mary.cck
05/01/17Report date:
65 ofPageCity of Aspen
Received
5/2/17
Building Department
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.2/15/2017 11:05:16 AMST. MARY CATHOLIC CHURCH
CVRST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO533 E. MAIN STREET
ASPEN, CO
PERMIT DRAWINGS
5.25.17
ARCHITECTURAL SYMBOLS
SYMBOL LEGEND
SPOT ELEVATION
NEW CONTOUR
EXISTING CONTOUR
CENTER LINE
HIDDEN LINE
SETBACK LINE
BREAK LINE
PROPERTY LINE
DETAIL NUMBER
SHEET NUMBER
SHEET NUMBER
SHEET NUMBER
BUILDING SECTION
WALL SECTION
ROOM NAME
ROOM NUMBER
REVISIONS
KEYNOTE
SHEET NUMBER
SHEET NUMBER
CAST
BATTCOMPACTED FILL
POROUS FILL
UNDISTURBED SOILS
CONCRETE BLOCK
BRICK
STONE
GLASS BLOCK
STEEL
RIGID
FINISH
WD. FRAMING
WD. BLOCKING
GLU-LAM
PLYWOOD
PLAN & SECTION
MATERIAL INDICATIONS
GENERAL NOTES
EARTH
ROCK
CONCRETE
MASONRY
METAL
INSULATION
WOOD
MATCH LINE
PROJECT NORTH
TRUE NORTH
GROUT, LIGHTWEIGHT
CONCRETE
ARCHITECTURAL ABBREVIATIONS
ZONING & BUILDING CODE INFORMATION
PROJECT DIRECTORY
ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE
WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS
PERMITTED BY THE OWNER.
SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE
SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE
ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE
METHOD AND/OR MATERIALS.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING
WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE
CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR
INSTRUCTION ON HOW TO PROCEED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW
CONSTRUCTION ON THE SITE. THE CONTRACTOR SHALL PROVIDE COMPLETE BUILDING SYSTEMS
AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REQUIREMENTS AND
RECOMMENDATIONS. ALL SEQUENCING, INTERFACE AND COORDINATION WITH OTHER
BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND
OPERATING SYSTEMS AND/OR BUILDING COMPONENTS, AND SHALL MEET OR EXCEED
QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY
STANDARDS. CONTACT ARCHITECT WITH ANY QUESTIONS PRIOR TO STARTING WORK.
THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS
AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR
EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF
HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER
OPERATION.
ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED
TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE
CAUSE FOR REJECTION OF WORK.
WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS,
THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL
WIDTH AND LENGTH WHERE THE FURRING OCCURS.
PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED
SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY
BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT
ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL
WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS
AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE
MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING
SIMILAR SURFACES.
CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING
FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL
OTHER ITEMS AS REQUIRED.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
2015 I.B.C. AND ANY REQUIREMENTS BY THE LOCAL BUILDING DEPARTMENT
ZONING
HEIGHT LIMIT:
COMMERCIAL CORE
28 FEET FOR 2 STORIES
NO REQ.
NO REQ.
74,250 SF
FRONT YARD SETBACK
SIDE YARD SETBACK
ALLOWABLE FLOOR AREA
AFF
BM
BS.
B.O.
ACCOUS
ADJ
ALT
ALUM
APPD
APPROX
ARCH
ASAP
BRG
BET
BLK
BSMT
BTU
BLDG
CAB
CLG
CER
CLR
ABOVE FINISHED FLOOR
ADJACENT
ALTERNATE
ALUMINUM
APPROXIMATE
APPROVED
BEAM
BEARING
BETWEEN
BLOCK
BASEMENT
BRITISH THERMAL UNIT(S)
BOARDBD
BOTH SIDES
BOTTOM OF
BUILDING
CABINET
CENTER LINE
CEILING
CERAMIC
CLEAR
CJ
CF
DP
DW
DN
DR
EA.
EW
CLO CLOSET
D
W
COL
CONC
CONT
COORD
CTR
DEPT
DTL
DIA,
DIM
DWG
ELECT
CLOTHES DRYER
CLOTHES WASHER
COLUMN
CONCRETE
CONSTRUCTION JOINT
CONTINUOUS
COORDINATE
COUNTER
CUBIC FEET
DAMPROOFING
DEPARTMENT
DETAIL
DIAMETER
DIMENSION
DOWN
DRAIN
DRAWING
EACH
EACH WAY
ELECTRICAL
EL
EQ
F.O.
FP
FD
FT
GA
GC
GL
GRD.
HD
HP
HT
ID
JT
ENGR
EXG
EXP.
EXT.
FIN
FIXT
FTG
FDN
FURN
GAL
GALV
GYP.
GWB
HDW
HVAC
HORIZ
HWH
INCL
INFO
INSUL
ELEVATION
ENGINEER
EQUAL
EXISTING
EXPOSED
EXTERIOR
FACE OF
FINISH
FIREPROOF
FIREPLACEFPL
FIXTURE
FLOOR
FLOOR DRAIN
FOOT, FEET
FOOTING
FOUNDATION
FURNISH
GALLON
GAUGE
GALVINIZED
GENERAL CONTRACTOR
GLASS, GLAZED
GRADE
GYPSUM
GYPSUM WALLBOARD
HARDWARE
HEAD
HORIZONTAL
HORSE POWER
HOT WATER HEATER
HEIGHT
INCLUDE (D) (ING)
INFORMATION
INSIDE DIAMETER
INSULATION
JOINT
INT INTERIOR
HEATING, VENTING, AND
AIR CONDITIONING
LT
MO
NA
OD
d
QT
R
RD
RM
JCT
KWH
LAV
MFR
MATL
MTL
MAX
MECH
MED
JUNCTION
KILOWATT HOUR
LAVATORY
LIGHT
MANUFACTURER
MATERIAL
MASONRY OPENING
METAL
MAXIMUM
MECHANICAL
MEDIC (INE) (AL)
MIN
MISC
NOM
NIC
NTS
OPG
OC
OPP
ORN
PTN
PERF PERFORATE(D)
PENNY (NAILS, ECT.)
MINIMUM
MISCELLANEOUS
NOMINAL
NOT IN CONTRACT
NOT APPLICABLE
NOT TO SCALE
ON CENTER
OPENING
OPPOSITE
ORNAMENTAL
OUTSIDE DIAMETER
PARTITION
PLT.
PLY
QTY
PLATE
PLYWOOD
QUARRY TILE
QUANTITY
RADIUS
ROOF DRAIN
ROOM
RS ROUGH SAWN
RW
R
RO
SQ
SS
TV
TO
T
UG
RCB
REF.
REFR
REINF
REBAR
REQD
SHT
SHLV
SVF
SIM
STC
SPEC
SF
RESILIENT COVE BASE
RETAINING WALL
REFER/REFERENCE
REFRIGERATOR
REINFORCE ( D)
REINFORCING BAR (S)
REQUIRED
RISER
ROUGH OPENING
SHEET
SHEET VINYL FLOORING
SHELV (ES) (ING)
SIMILAR
SOUND-TRANSMISSION CLASS
SPECIFICATION
SQUARE
SQUARE FEET
STD
STRUCT
SUB
SUPPL
S4S
SUSP
TEL
TEMP
T&G
T&B
TYP TYPICAL
STANDARD
STRUCTURAL
SUBSTITUTE
SUPPLEMENT
SURFACED FOUR SIDES
SUSPEND(ED)
TELEPHONE
TELEVISION
TOP AND BOTTOM
TONGUE AND GROOVE
TOP OF
TREAD
V
WH
WC
WP
WT
W/
WD
UNGL
UNFIN
VIF
VERT
VCT
WWF
WDW
W/O
UNGLAZED
UNFINISHED
VERIFY IN FIELD
VERTICAL
VOLT
WATER HEATER
WATER CLOSET
WATERPROOF
WEIGHT
WELDED WIRE FABRIC
WINDOW
WITH
WITHOUT
WOOD
ACOUSTICAL
ARCHITECT (URAL)
BFF BELOW FINISHED FLOOR
CL,
DISHWASHER
LAM LAMINATE (D)
OPH OPPOSITE HAND
STL STEEL
TEMPERED
AS SOON AS POSSIBLE
FLR
STAINLESS STEEL
VINYL COMPOSITION TILE
U.N.O. UNLESS NOTED OTHERWISE
UNDERGROUND
ARCHITECT OF RECORD
STRUCTURAL ENGINEER
ZONING INFORMATION:
APPLICABLE CODES:
DIMENSIONS:
A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS.
B. ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE U.N.O.
C. ALL EXTERIOR STUDS TO BE 2x6 U.N.O.
ALL INTERIOR STUDS TO BE 2x4 U.N.O.
ALL INTERIOR STUD WALLS & CEILINGS BETWEEN SPACES SHALL HAVE
3 1/2 " SOUND ATTENUATION BATTS AND ACOUSTICAL SEALANT AROUND PERMIETER DRYWALL
PENETRATIONS, J-BOXES, ETC. UNLESS THERMAL INSULATION IS CALLED FOR.
INTERIOR ELEVATION
WINDOW NUMBER
CHARLES CUNNIFFE ARCH.
MARINA SKILES
610 E. HYMAN AVE.
ASPEN, COLORADO 81611
TELE: (970) 925-5590
FAX: (970) 920-4557
PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE BUILDING. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OBTAINING THE PERMITS
FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE
REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES.
NO PORTION OF THE WORK REQUIRING A SHOP DRAWING or SAMPLE SUBMISSION SHALL
COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.
ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP
DRAWINGS AND SAMPLES. SHOP DRAWINGS AND PRODUCT SUBMITTALS ARE REQUIRED FOR
ALL SHOP FABRICATED WORK AS WELL AS SPECIFIED PRODUCTS. THIS WORK INCLUDES,
BUT NOT BE LIMITED TO, STRUCTURAL and DECORATIVE STEEL, WINDOWS and DOORS,
BUILT-IN CABINETRY, HARDWARE, PLUMBING and ELECTRICAL FIXTURES, APPLIANCES AND
EXTERIOR & INTERIOR FINISH MATERIALS, AND FIRE SPRINKLERS.
EXTERIOR ELEVATION
TOP OF PLATE
TOP OF FLOOR ELEVATION
A8.1
2A8.1
A
B
C
EL.=98.2
EL.=
T.O. PLATE
110'-0"
EL.=
T.O. PLY.
100'-0"
NORTH
???
?
?
CL
/
SEE SHEET
? ?
SURVEYOR
D
IBC INTERNATIONAL BUILDING CODE
IRC INTERNATIONAL RESIDENTIAL
CODE
KITCHEN
107
SPRAYED FOAM
27,000 SFLOT AREA
PROJECT INFORMATION
LOCATION: 533 EAST MAIN STREET, ASPEN, CO 81611
LEGAL DESCRIPTION:
PROJECT DESCRIPTION:
ROOM NUMBERROOM NUMBER
DOOR LETTER
CONSTRUCTION
ASSEMBLY
SHEET NUMBER
ELEVATOR (WHEN APPLICABLE):
GFDS ENGINEERS
MATT DAVIDSON
400 WEST MAIN ST.
SUITE 210
ASPEN, COLORADO 81611
TELE: (970) 376-5716
GFDS@GFDSENG.COM
ASPEN SURVEY ENGINEERS
210 SOUTH GALENA ST.
ASPEN, CO 81611
TELE/FAX: (970) 925-3816
VICINITY MAP
SHEET INDEX
PNTN
533 EAST MAIN STREET, ASPEN, CO
MEP, LIGHTING, A/V, ACOUSTICAL ENGINEER
BG BUILDING WORKS
222 CHAPEL PLACE, UNIT AC-201
AVON, CO 81620
TELE: (970) 949-6108
CIVIL ENGINEER
SGM
DANNY STEWART
118 W. 6TH, SUITE 200
GLENWOOD SPRINGS, CO 81601
TELE: (970) 945-1004
FAX: (970) 945-5948
DESIGN ARCHITECT
INTEGRATION DESIGN GROUP
ADAM HERMANSON
6890 W. 52ND AVENUE
SUITE 230
ARVADA, COLORADO 80002
TELE: (303) 227-9453
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:03:59 AMA0.1
1511
GEN.
INFORMATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
100% DD 10/11/16
DD ADDENDUM 1 11/14/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
ARCHITECTURAL
A1.0E EXISTING SITE PLAN 02/15/17
A1.0 PROPOSED SITE PLAN 02/15/17
SM 1.0 EXISTING SNOWMELT PLAN 02/15/17
SM 1.1 PROPOSED SNOWMELT PLAN 02/15/17
A2.1 DEMOLITION PLANS 02/15/17
A2.2 DEMOLITION PLANS 02/15/17
A2.3 DEMOLITION PLANS 02/15/17
A2.4 PROPOSED CONSTRUCTION PLANS 02/15/17
A2.5 PROPOSED CONSTRUCTION PLANS 02/15/17
A2.6 PROPOSED CONSTRUCTION PLANS 02/15/17
A2.7 PROPOSED CONSTRUCTION PLANS 02/15/17
A2.8 PROPOSED ROOF & LANDSCAPING PLAN 02/15/17
A3.1 EXISTING EXTERIOR ELEVATIONS 02/15/17
A3.2 EXISTING EXTERIOR ELEVATIONS 02/15/17
A3.3 EXISTING EXTERIOR ELEVATIONS 02/15/17
A3.4 EXISTING EXTERIOR ELEVATIONS 02/15/17
A3.5 PROPOSED EXTERIOR ELEVATIONS 02/15/17
A3.6 PROPOSED EXTERIOR ELEVATIONS 02/15/17
A3.7 PROPOSED EXTERIOR ELEVATIONS 02/15/17
A3.8 PROPOSED EXTERIOR ELEVATIONS 02/15/17
A3.9 PROPOSED SITE ELEVATION 02/15/17
A3.10 PROPOSED ENTRY ELEVATION 02/15/17
A4.1 BUILDING SECTIONS 02/15/17
A4.2 BUILDING SECTIONS 02/15/17
A6.1 ENLARGED FLOOR PLAN 02/15/17
A7.1 REFLECTED CEILING PLANS 02/15/17
A7.2 REFLECTED CEILING PLANS 02/15/17
A7.10 INTERIOR DETAILS 02/15/17
A7.11 INTERIOR DETAILS 02/15/17
A8.1 INTERIOR ELEVATIONS 02/15/17
A8.2 INTERIOR ELEVATIONS 02/15/17
A8.3 INTERIOR ELEVATIONS 02/15/17
A8.4 INTERIOR ELEVATIONS 02/15/17
A9.1 MILLWORK 02/15/17
A9.2 LITURGICAL ELEMENTS 02/15/17
A9.3 LITURGICAL ELEMENTS 02/15/17
A9.4 LITURGICAL ELEMENTS 02/15/17
A10.1 DOOR & WINDOW TYPES & SCHEDULES 02/15/17
A10.10 FINISH PLANS AND SCHEDULES 02/15/17
A10.11 ENLARGED FINISH PLANS & DETAILS 02/15/17
CIVIL ENGINEERING
TS-01 COVER SHEET 02/15/17
GN-01 LEGEND, NOTES, ABBREVIATIONS 01/12/17
EX-01 EXISTING CONDITIONS 01/12/17
CDM-01 DEMOLITION PLAN 01/12/17
CGE-01 GEOMETRY PLAN 01/12/17
CRD-01 HUNTER STREET SIDEWALK PLAN & PROFILE 01/12/17
CRD-02 HIGHWAY 82 SIDEWALK PLAN & PROFILE 01/12/17
CEC-01 EROSION CONTROL PLAN 01/12/17
CSW-01 STORMWATER MANAGEMENT PLAN 01/12/17
CDT-01 CITY OF ASPEN STANDARD DETAILS 01/12/17
CDT-02 PROJECT DETAILS 01/12/17
CDT-03 CURB RAMP CROSS SECTIONS 01/12/17
CDT-04 STRIPING PLAN 01/12/17
ELECTRICAL ENGINEERING
E0.0 ELECTRICAL COVER SHEET 02/15/17
E0.1 ELECTRICAL ONE-LINE DIAGRAM 02/15/17
E0.2 ELECTRICAL SCHEDULES 02/15/17
E2.0 SITE ELECTRICAL PLAN 02/15/17
E2.1 BASEMENT LEVEL DEMOLITION ELECTRICAL PLAN 02/15/17
E2.2 MAIN LEVEL DEMOLITION ELECTRICAL PLAN 02/15/17
E2.3 SANCTUARY LEVEL DEMOLITION ELECTRICAL PLAN 02/15/17
E2.4 BASEMENT LEVEL ELECTRICAL PLAN 02/15/17
E2.5 MAIN LEVEL ELECTRICAL PLAN 02/15/17
E2.6 SANCTUARY LEVEL ELECTRICAL PLAN 02/15/17
E2.7 CHOIR LOFT & BELFRY LEVEL ELECTRICAL PLAN 02/15/17
E2.8 ROOF ELECTRICAL PLAN 02/15/17
E3.2 MAIN LEVEL LIGHTING PLAN 02/15/17
E3.3 SANCTUARY LEVEL LIGHTING PLAN 02/15/17
E3.4 NARTHEX LIGHTING PLAN 02/15/17
E4.1 ELECTRICAL DIAGRAMS 02/15/17
MECHANICAL/PLUMBING ENGINEERING
M0.0 MECHANICAL COVER SHEET 02/15/17
M0.1 MECHANICAL SCHEDULES 02/15/17
M0.2 MECHANICAL SCHEDULES 02/15/17
M2.0 SITE MECHANICAL PLAN 02/15/17
M2.1 BASEMENT LEVEL DEMOLITION MECHANICAL PLAN 02/15/17
M2.2 MAIN LEVEL DEMOLITION MECHANICAL PLAN 02/15/17
M2.3 SANCTUARY LEVEL DEMOLITION MECHANICAL PLAN 02/15/17
M2.4 BASEMENT LEVEL MECHANICAL PLAN 02/15/17
M2.5 MAIN LEVEL MECHANICAL PLAN 02/15/17
M2.6 SANCTUARY LEVEL MECHANICAL PLAN 02/15/17
M2.7 CHOIR LOFT & BELFRY LEVEL MECHANICAL PLAN 02/15/17
M4.0 MECHANICAL DIAGRAMS 02/15/17
M5.0 PIPING DIAGRAMS & CONTROL SCHEMATICS 02/15/17
M5.1 MECHANICAL CONTROLS 02/15/17
P2.2 MAIN LEVEL DEMOLITION PLUMBING PLAN 02/15/17
P2.3 SANCTUARY LEVEL DEMOLITION PLUMBING PLAN 02/15/17
P2.4 BASEMENT LEVEL PIPING PLAN 02/15/17
P2.5 MAIN LEVEL PLUMBING PLAN 02/15/17
P2.6 SANCTUARY LEVEL PLUMBING PLAN 02/15/17
P4.0 PLUMBING DIAGRAMS & ISOMETRIC 02/15/17
STRUCTURAL ENGINEERING
S2.6 PROPOSED - SANCTUARY FRAMING PLAN 02/15/17
S2.7 PROPOSED - CHOIR LOFT & BELFRY FRAMING
PLANS
02/15/17
S2.8 PROPOSED - ROOF FRAMING PLAN 02/15/17
S4.0 PROPOSED - BUILDING SECTIONS 02/15/17
S5.1 CONCRETE DETAILS 02/15/17
S7.1 STEEL DETAILS 02/15/17
S7.2 STEEL DETAILS 02/15/17
S8.1 WOOD DETAILS 02/15/17
S8.2 WOOD DETAILS 02/15/17
STRUCTURAL ENGINEERING
S0.0 COVER SHEET 02/15/17
S0.2 TYPICAL CONCRETE DETAILS 02/15/17
S0.3 TYPICAL WOOD DETAILS 02/15/17
S2.1 DEMOLITION - BASEMENT LEVEL PLAN 02/15/17
S2.2 DEMOLITION - MAIN LEVEL PLAN 02/15/17
S2.3 DEMOLITION - SANCTUARY LEVEL PLAN 02/15/17
S2.3.1 DEMOLITION - CHOIR LOFT & BELFRY FRAMING
PLANS
02/15/17
S2.4 PROPOSED - FOUNDATION PLAN 02/15/17
S2.5 PROPOSED - MAIN LEVEL FRAMING PLAN 02/15/17
A0.0 SITE SURVEY
A0.2 EXISTING FLOOR AREA CALCULATIONS
A0.3 EXISTING FLOOR AREA CALCULATIONS
A0.4 FLOOR AREA SUMMARY
A0.5 PROPOSED FLOOR AREA CALCULATIONS
A0.6 FLOOR AREA SUMMARY
A0.7 CODE PLANS AND SUMMARY
TECHNOLOGY
T0.0 TECHNOLOGY COVER SHEET 02/15/17
T0.1 TECHNOLOGY INFORMATION 02/15/17
T2.2 MAIN LEVEL TECHNOLOGY DEMOLITION PLAN 02/15/17
T2.3 SANCTUARY LEVEL TECHNOLOGY DEMOLITION PLAN 02/15/17
T2.5 MAIN LEVEL TECHNOLOGY PLAN 02/15/17
T2.6 SANCTUARY LEVEL TECHNOLOGY PLAN 02/15/17
T2.7 CHOIR LOFT TECHNOLOGY PLAN 02/15/17
T3.0 TECHNOLOGY FUNCTIONAL DIAGRAMS 02/15/17
T3.1 TECHNOLOGY FUNCTIONAL DIAGRAMS 02/15/17
T3.2 TECHNOLOGY ELEVATIONS & SECTIONS 02/15/17
T4.0 TECHNOLOGY DIAGRAMS 02/15/17
LANDSCAPE ARCHITECTURE
L1 SITE PLAN 01/12/17
L2 TREE MITIGATION PLAN 01/12/17
L3 LAYOUT & MATERIALS PLAN 01/12/17
L4 LANDSCAPE PLAN 01/12/17
L5 DETAILS 01/12/17
L6 DETAILS 01/12/17
L7 NOTES & SPECIFICATIONS 01/12/17
UP
UP
DN
UP
FAR LEGEND____________________________________ __
FLOOR AREA EXEMPT
DECKS ABOVE 30" EXISTING BUILDING
FUTURE CONSTRUCTION
4988.00
EXISTING SANCTUARY
SPACE
22.50
EXEMPT EXIST. STAIR
129.49
EXEMPT EXISTING
STAIR
127.53
EXEMPT EXISTING
STAIR
91.94
EXEMPT EXIST.
ELEVATOR
1
2
3
4
5
6
7
8
9
106.42
EXIST. CRY ROOM
AREA
91.94
EXISTING ELEVATOR
151.40
EXISTING STAIR
151.60
EXISTING STAIR
5049.46
EXISTING CHURCH-
MAIN LEVEL
189.45
COVERED DECK AREA
36.68
EXISTING STAIR
53'-11 11/16"
16'-1"
53'-11 11/16"
183.48
COVERED DECK AREA
103.22
EXISTING BASEMENT
ELEVATOR
1572.20
EXISTING BASEMENT
AREA
STORAGE
STORAGE
BOILER
ROOM
CRAWL
SPACE
CRAWL
SPACE
CRAWL
SPACE
A0.8
A0.8
8
A0.85
A0.8
4
A0.8 3
2
6
A0.8 9
48.00
DECK AREA
A0.87
A0.810
A0.8
11
A0.8 12
A0.8
13
1
DESCRIPTION
ZONING
EXISTING DEVELOPMENT
PROPOSED DEVELOPMENT
NET LOT AREA
GROSS LOT AREA
2.75:1 ALLOWABLE CIVIC FLOOR AREA
ALLOWABLE EXEMPT DECK
ZONING SCHEDULE
NOTES
CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY)
ESSENTIAL PUBLIC FACILITY
ESSENTIAL PUBLIC FACILITY
27,000 SF
27,000 SF
74,250 SF
11,137.5 SF (15% OF 74,250)
BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (1.81% X BASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.8 FOR CALCULATIONS)
MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL AREA
MAIN LEVEL AREA TOWARD FAR
UPPER LEVEL
CRY ROOM AREA
TOTAL UPPER LEVEL AREA
DEDUCTIONS FOR STAIRS
DEDUCTIONS FOR ELEVATOR
UPPER LEVEL AREA TOWARD FAR
EXTERIOR SPACE
TOTAL DECK AREA
TOTAL ALLOWABLE DECK AREA
DECK AREA TOWARD FAR
TOTAL FAR
1,675.42 SF
46.31 SF
2,557.40 SF
30.33 SF
339.68 SF
91.94 SF
5,481.08 SF
5,481.08 SF
106.42 SF
5,465.88 SF
279.52 SF
91.94 SF
5,094.42 SF
420.93 SF
11,137.5 SF
0 SF
10,605.83 SF
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.4/20/2017 4:50:52 PMA0.2
1511
EXISTING FLOOR
AREA
CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 1/8" = 1'-0"
1 CHURCH UPPER LEVEL- EXISTING FAR
1/8" = 1'-0"
2 CHURCH MAIN LEVEL - EXISTING FAR
1/8" = 1'-0"
3 CHURCH BASEMENT LEVEL - EXISTING FAR
ISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
PERMIT RESUB. 04/17/17
UP
UP
UP
UP
UP
UP
DESCRIPTION
ZONING
EXISTING DEVELOPMENT
PROPOSED DEVELOPMENT
NET LOT AREA
GROSS LOT AREA
2.75:1 ALLOWABLE CIVIC FLOOR AREA
ALLOWABLE EXEMPT DECK
ZONING SCHEDULE
NOTES
CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY)
ESSENTIAL PUBLIC FACILITY
ESSENTIAL PUBLIC FACILITY
27,000 SF
27,000 SF
74,250 SF
11,137.5 SF (15% OF 74,250)
FAR LEGEND____________________________________ __
FLOOR AREA EXEMPT
DECKS ABOVE 30" EXISTING BUILDING
FUTURE CONSTRUCTION
203.53
CRAWL SPACE
62.12
EXISTING STAIR263.74
CRAWL SPACE
629.63
CRAWL SPACE
182.83
MECHANICAL ROOM
115.99
CRAWL SPACE
345.28
CRAWL SPACE
A0.10 12
A0.10
6
A0.10
10
A0.108
A0.10 11
A0.10
7
A0.10
9
30.75
STAIR AREA 146.22
DECK AREA
842.25
EPF FLOOR AREA
60.52
DECK AREA
199.54
EPF FLOOR AREA
297.46
EPF FLOOR AREA
46.34
STAIR AREA
116.57
EPF FLOOR AREA
68.39
EPF FLOOR AREA
116.17
EPF FLOOR AREA
27.72
STAIR AREA
736.77
UPPER LEVEL FLOOR
AREA 614.17
UPPER LEVEL AHU
FLOOR AREA
60.04
EXEMPT STAIR AREA
30.63
EXEMPT STAIR AREA
RECTORY & GARAGE& CHURCH FAR SUMMARY
RECTORY BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.10 FOR CALCULATIONS)
RECTORY MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL
MAIN LEVEL AREA TOWARD FAR
RECTORY UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
UPPER LEVEL AREA TOWARD FAR
GARAGE BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (3.6%XBASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.10 FOR CALCULATIONS)
GARAGE MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL
MAIN LEVEL AREA TOWARD FAR
GARAGE UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
UPPER LEVEL AREA TOWARD FAR
CHURCH BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.10 FOR CALCULATIONS)
CHURCH MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL
MAIN LEVEL AREA TOWARD FAR
CHURCH UPPER LEVEL
CRY ROOM AREA
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
DEDUCTIONS FOR ELEVATOR
UPPER LEVEL AREA TOWARD FAR
EXTERIOR SPACE
TOTAL DECK AREA
ALLOWED DECK AREA
DECK AREA TOWARD FAR
TOTAL EPF FAR
1,803.12 SF
0 SF
464.77 SF
0 SF
104.81 SF
0 SF
1,745.19 SF
1,745.19 SF
767.40 SF
30.63 SF
736.77 SF
1,046.11 SF
38.16 SF
1,043.58 SF
37.66 SF
76.36 SF
62.01 SF
1,173.05 SF
1,173.05 SF
1,077.21 SF
67.53 SF
1,009.68 SF
1,675.42 SF
46.31 SF
2,557.40 SF
30.33 SF
339.68 SF
91.94 SF
5,481.08 SF
5,481.08 SF
106.42 SF
5,465.88 SF
279.52 SF
91.94 SF
5,094.42 SF
741.09 SF
11,137.50 SF
0 SF
15,308.18 SF
1046.11
BASEMENT AREA
62.26
EXISTING ELEVATOR
64.93
EXISTING STAIR
A0.10 2
A0.10
3
A0.104
A0.10
1
5
76.36
EXISTING STAIR1034.68
EXISTING GARAGE
SPACE
62.01
EXISTING ELEVATOR
1009.68
EXISTING EMPLOYEE
HOUSING
67.53
EXEMPT EXISTING
STAIR
161.42
DECK AREA
AFFORDABLE HOUSING FAR SUMMARY (LOCATED IN RECTORY)
UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
UPPER LEVEL AREA TOWARD FAR
TOTAL AHU FAR
674.21 SF
60.04 SF
614.17 SF
614.17 SF
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.6/13/2017 9:23:10 AMA0.3
1511
EXISTING FLOOR
AREA
CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
PERMIT RESUB. 04/17/17
ZONING RESUB. 06/12/17
1/8" = 1'-0"4 RECTORY- BASEMENT LEVEL EXISTING FAR
1/8" = 1'-0"
5 RECTORY- MAIN LEVEL EXISTING FAR
1/8" = 1'-0"6 RECTORY- UPPER LEVEL EXISTING FAR
1/8" = 1'-0"1
EMPLOYEE HOUSING BASEMENT LEVEL -
EXISTING FAR
1/8" = 1'-0"
2 EMPLOYEE HOUSING MAIN LEVEL - EXISTING FAR
1/8" = 1'-0"
3
EMPLOYEE HOUSING UPPER LEVEL- EXISTING
FAR
AHU FAR SUMMARY (EXISTING)
DESCRIPTION
ZONING
EXISTING DEVELOPMENT
PROPOSED DEVELOPMENT
NET LOT AREA
GROSS LOT AREA
2.75:1 ALLOWABLE CIVIC FLOOR AREA
ALLOWABLE EXEMPT DECK
ZONING SCHEDULE
NOTES
CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY)
ESSENTIAL PUBLIC FACILITY
ESSENTIAL PUBLIC FACILITY
27,000 SF
27,000 SF
74,250 SF
11,137.5 SF (15% OF 74,250)
RECTORY & GARAGE& CHURCH FAR SUMMARY
RECTORY BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.10 FOR CALCULATIONS)
RECTORY MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL
MAIN LEVEL AREA TOWARD FAR
RECTORY UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
UPPER LEVEL AREA TOWARD FAR
GARAGE BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (3.6%XBASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.10 FOR CALCULATIONS)
GARAGE MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL
MAIN LEVEL AREA TOWARD FAR
GARAGE UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
UPPER LEVEL AREA TOWARD FAR
CHURCH BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (0%XBASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.10 FOR CALCULATIONS)
CHURCH MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL
MAIN LEVEL AREA TOWARD FAR
CHURCH UPPER LEVEL
CRY ROOM AREA
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
DEDUCTIONS FOR ELEVATOR
UPPER LEVEL AREA TOWARD FAR
EXTERIOR SPACE
TOTAL DECK AREA
ALLOWED DECK AREA
DECK AREA TOWARD FAR
TOTAL EPF FAR
1,803.12 SF
0 SF
464.77 SF
0 SF
104.81 SF
0 SF
1,745.19 SF
1,745.19 SF
767.40 SF
30.63 SF
736.77 SF
1,046.11 SF
38.16 SF
1,043.58 SF
37.66 SF
76.36 SF
62.01 SF
1,173.05 SF
1,173.05 SF
1,077.21 SF
67.53 SF
1,009.68 SF
1,675.42 SF
46.31 SF
2,557.40 SF
30.33 SF
339.68 SF
91.94 SF
5,481.08 SF
5,481.08 SF
106.42 SF
5,465.88 SF
279.52 SF
91.94 SF
5,094.42 SF
741.09 SF
11,137.50 SF
0 SF
15,308.18 SF
TOTAL SITE GSF (WITHOUT DEDUCTIONS)
EXISTING ESSENTIAL PUBLIC FACILITY GSF
EXISTING AFFORDABLE HOUSING GSF
TOTAL GSF
21,354.22 SF
674.21 SF
22,028.43 SF
SITE FAR SUMMARY
EXISTING ESSENTIAL PUBLIC FACILITY FAR
EXISTING AFFORDABLE HOUSING FAR
TOTAL FAR
TOTAL ALLOWABLE FLOOR AREA
15,308.18 SF
614.17 SF
15,922.35 SF
74,250.00 SF
TOTAL SITE GSF (WITHOUT DEDUCTIONS)
SITE FAR SUMMARY
AFFORDABLE HOUSING FAR SUMMARY (LOCATED IN RECTORY)
UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIRS
UPPER LEVEL AREA TOWARD FAR
TOTAL AHU FAR
674.21 SF
60.04 SF
614.17 SF
614.17 SF
BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (1.83% X BASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.9 FOR CALCULATIONS)
MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL AREA
MAIN LEVEL AREA TOWARD FAR
UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIR
DEDUCTIONS FOR ELEVATOR
UPPER LEVEL AREA TOWARD FAR
CHOIR LOFT LEVEL
TOTAL CHOIR LOFT LEVEL AREA
DEDUCTIONS FOR STAIR
CHOIR LOFT LEVEL AREA TOWARD FAR
EXTERIOR SPACE
TOTAL DECK AREA
TOTAL ALLOWABLE DECK AREA
DECK AREA TOWARD FAR
TOTAL FAR
1,675.42 SF
46.89 SF
2,557.40 SF
30.66 SF
303 SF
91.94 SF
5,481.08 SF
5,481.08 SF
5,465.88 SF
257.04 SF
91.94 SF
5,116.92 SF
406.47 SF
49.91 SF
356.56
420.93 SF
1,137.5 SF
0 SF
10,985.22 SF
TOTAL SITE GSF (WITHOUT DEDUCTIONS)
PROPOSED CHURCH GSF
EXISTING ESSENTIAL PUBLIC FACILITY GSF
EXISTING AFFORDABLE HOUSING GSF
TOTAL GSF
13,449.13 SF
8,310.96 SF
674.21 SF
22,434.30 SF
SITE FAR SUMMARY
PROPOSED CHURCH FAR
EXISTING ESSENTIAL PUBLIC FACILITY FAR
(RECTORY & HOUSING BUILDING)
EXISTING AFFORDABLE HOUSING FAR
TOTAL FAR
TOTAL ALLOWABLE FLOOR AREA
10,985.79 SF
4,702.35 SF
614.17 SF
16,302.31 SF
74,250.00 SF
TOTAL SITE GSF (WITHOUT DEDUCTIONS)
SITE FAR SUMMARY
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.6/13/2017 9:23:11 AMA0.4
1511
EXISTING FLOOR
AREA
SUMMARYST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
PERMIT RESUB. 04/17/17
ZONING RESUB. 06/12/17
ESSENTIAL PUBLIC FACILITY FAR SUMMARY
(EXISTING)OVERALL SITE SUMMARY
AHU FAR SUMMARY (EXISTING)
CHURCH FAR SUMMARY (PROPOSED)
NOTE: IN PROPOSED INTERIOR REMODEL AFFORDABLE
HOUSING, RECTORY, AND GARAGEE REMAIN AS IS.
THEREFORE THE EXISTING FAR CALCULATIONS FOR THOSE
BUILDINGS REMAINS THE SAME.
DN
UP
5116.92
PROPOSED
SANCTUARY LEVEL
91.94
EXEMPT EXIST.
ELEVATOR
127.53
EXEMPT EXISTING
STAIR
129.49
EXEMPT EXISTING
STAIR
151.60
EXISTING STAIR
151.40
EXISTING STAIR
91.94
EXISTING ELEVATOR
183.48
COVERED DECK AREA
5084.26
PROPOSED CHURCH -
MAIN LEVEL
189.45
COVERED DECK
A0.11
1
A0.112
A0.11 3
A0.11
5
FAR LEGEND____________________________________ __
FLOOR AREA EXEMPT
DECKS ABOVE 30" EXISTING BUILDING
FUTURE CONSTRUCTION
DESCRIPTION
ZONING
EXISTING DEVELOPMENT
PROPOSED DEVELOPMENT
NET LOT AREA
GROSS LOT AREA
2.75:1 ALLOWABLE CIVIC FLOOR AREA
ALLOWABLE EXEMPT DECK
ZONING SCHEDULE
NOTES
CC COMMERCIAL CORE (ESSENTIAL PUBLIC FACILITY)
ESSENTIAL PUBLIC FACILITY
ESSENTIAL PUBLIC FACILITY
27,000 SF
27,000 SF
74,250 SF
11,137.5 SF (15% OF 74,250)
BASEMENT LEVEL
TOTAL BASEMENT FLOOR AREA
TOTAL SUBGRADE EXPOSED WALL AREA
TOTAL SUBGRADE WALL AREA
CONTRIBUTION TOWARDS FAR (1.83% X BASEMENT AREA)
BASEMENT LEVEL AREA TOWARD FAR
(REF. A0.9 FOR CALCULATIONS)
MAIN LEVEL
STAIR AREA
ELEVATOR AREA
TOTAL MAIN LEVEL AREA
MAIN LEVEL AREA TOWARD FAR
UPPER LEVEL
TOTAL UPPER LEVEL
DEDUCTIONS FOR STAIR
DEDUCTIONS FOR ELEVATOR
UPPER LEVEL AREA TOWARD FAR
CHOIR LOFT LEVEL
TOTAL CHOIR LOFT LEVEL AREA
DEDUCTIONS FOR STAIR
CHOIR LOFT LEVEL AREA TOWARD FAR
EXTERIOR SPACE
TOTAL DECK AREA
TOTAL ALLOWABLE DECK AREA
DECK AREA TOWARD FAR
TOTAL FAR
1,675.42 SF
46.89 SF
2,557.40 SF
30.66 SF
303 SF
91.94 SF
5,481.08 SF
5,481.08 SF
5,465.88 SF
257.04 SF
91.94 SF
5,116.92 SF
406.47 SF
49.91 SF
356.56
420.93 SF
1,137.5 SF
0 SF
10,985.22 SF
STORAGE
STORAGE
BOILER
ROOM
CRAWL
SPACE
CRAWL
SPACE
CRAWL
SPACE
93.56
EXISTING ELEVATOR
1583.90
EXEMPT EXISTING
BASEMENT AREA
A0.9
2
A0.9 3
A0.9
4
A0.95A0.9
6
A0.9
8
A0.9 9
48.00
DECK AREA
A0.97
A0.910
A0.9
11
A0.9
13
A0.9 1
356.56
CHOIR LOFTPERMANENT
ORGAN BENCH
10" DEEP
KNEELERS
49.91
EXEMPT STAIR AREA
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.4/20/2017 4:51:00 PMA0.5
1511
PROPOSED
FLOOR AREA
CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
PERMIT RESUB. 04/17/17
1/8" = 1'-0"
3 CHURCH UPPER LEVEL - PROPOSED FAR
1/8" = 1'-0"
2 CHURCH MAIN LEVEL - PROPOSED FAR
1/8" = 1'-0"
1 BASEMENT LEVEL
1/8" = 1'-0"
4 CHOIR LOFT - PROPOSED FAR
DESCRIPTION
ZONING
EXISTING DEVELOPMENT
PROPOSED DEVELOPMENT
NET LOT AREA
GROSS LOT AREA
2.75:1 ALLOWABLE CIVIC FLOOR AREA
ALLOWABLE EXEMPT DECK
ZONING SCHEDULE
NOTES
CC COMMERCIAL CORE
CIVIC
CIVIC
27,000 SF
27,000 SF
74,250 SF
11,137.5 SF (15% OF 74,250)
TOTAL SITE GSF (WITHOUT DEDUCTIONS)
EXISTING CHURCH GSF
EXISTING RECTORY GSF
EXISTING EMPLOYEE HOUSING GSF
TOTAL GSF
13,498.52 SF
4,304.08 SF
3,748.37 SF
21,550.97 SF
SITE FAR SUMMARY
PROPOSED CHURCH FAR
EXISTING RECTORY FAR
EXISTING EMPLOYEE HOUSING FAR
TOTAL FAR
TOTAL ALLOWABLE FLOOR AREA
10,852.15 SF
3,131.83 SF
2,251.97 SF
16,235.91 SF
74,250.00 SF
TOTAL SITE GSF (WITHOUT DEDUCTIONS)
SITE FAR SUMMARY
BASEMENT LEVEL
TOTAL BASEMENT LEVEL
DEDUCTION FOR SUBGRADE AREA
BASEMENT LEVEL AREA TOWARD FAR
MAIN LEVEL
TOTAL MAIN LEVEL
DEDUCTIONS
MAIN LEVEL AREA TOWARD FAR
SANCTUARY LEVEL
TOTAL SANCTUARY LEVEL
DEDUCTIONS
SANCTUARY LEVEL AREA TOWARD FAR
CHOIR LOFT LEVEL
TOTAL CHOIR LOFT LEVEL
DEDUCTIONS
CHOIR LOFT LEVEL AREA TOWARD FAR
EXTERIOR SPACE
TOTAL DECKS AND LOGGIA
DEDUCTIONS
EXTERIOR SPACE TOWARD FAR
TOTAL FAR
1,723.47 SF
1,723.47 SF
0 SF
5,970.85 SF
357.02 SF
5,613.83 SF
5,611.01 SF
372.69 SF
5,238.32 SF
131.68 SF
0 SF
131.68
173.2 SF
173.2 SF
0 SF
10,983.83 SF
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:04:16 AMA0.6
1511
FLOOR AREA
SUMMARYST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
100% DD 10/11/16
100% CD 02/15/17
CHURCH FAR SUMMARY (PROPOSED)
CHURCH ACTUAL DECKS / LOGGIA
LEVEL NAME FLOOR AREA COMMENTS
T.O. FF MAIN LEVEL COVERED DECK AREA 173.20 SF COVERED DECK
FAR DEDUCTIONS TOTAL 173.20 SF
CHURCH PROPOSED FAR DEDUCTIONS
LEVEL NAME
FLOOR
AREA COMMENTS
BASEMENT LEVEL EXEMPT EXISTING BASEMENT AREA 1622.25 SF
BASEMENT LEVEL EXEMPT EXISTING ELEVATOR 103.22 SF
T.O. FF MAIN LEVEL EXEMPT EXISTING EXTERIOR AREA 183.03 SF STREET-FACING EXTERIOR AREA
T.O. FF SANCTUARY LEVEL EXEMPT EXIST. ELEVATOR 93.50 SF EXEMPT CIRCULATION
T.O. FF SANCTUARY LEVEL EXEMPT EXISTING STAIR 130.77 SF EXEMPT CIRCULATION
T.O. FF SANCTUARY LEVEL EXEMPT EXISTING STAIR 143.35 SF EXEMPT CIRCULATION
FAR DEDUCTIONS TOTAL 2276.11 SF
CHURCH PROPOSED FAR
LEVEL NAME
FLOOR
AREA COMMENTS
T.O. FF MAIN LEVEL EXISTING ELEVATOR 93.50 SF CIRCULATION
T.O. FF MAIN LEVEL EXISTING STAIR 160.03 SF CIRCULATION
T.O. FF MAIN LEVEL EXISTING STAIR 159.77 SF CIRCULATION
T.O. FF MAIN LEVEL PROPOSED CHURCH - MAIN LEVEL 5198.15 SF
T.O. FF SANCTUARY LEVEL PROPOSED SANCTUARY LEVEL 5244.73 SF
PROPOSED CHOIR LOFT CHOIR LOFT 131.68 SF
FAR TOTALS 10987.86 SF
T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"9'-5 7/8"9'-0 7/8"
86.08 SF
45
24'-5"
231.70 SF
12'-5 5/16"
118.10 SF9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"
4
103.59 SF
10'-11"9'-5 7/8"28'-5 1/2"
270.06 SF
9'-5 7/8"49'-11 11/16"5 1/8"1 1/8"462.53 SF
11.70 SF
9'-0 3/4"9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"
0.17 SF
27.51 SF
9'-5 7/8"9'-4 13/16"1 1/16"2'-11"
FAR TABULATION
UNEXPOSED WALL AREA
EXPOSED WALL AREA
5
199.40 SF
4.57 SF
21'-6 1/4"9'-5 7/8"5 3/4"9'-0 1/8"BASEMENT LEVEL
88'-0"
6 7 8
8.99 SF
301.44 SF
10'-3 3/4"7 5/8"28'-4 1/4"
BASEMENT LEVEL
88'-0"
229.70 SF
16.74 SF
10'-0"11 3/8"22'-6 1/8"10'-3 3/16"8 3/16"BASEMENT LEVEL
88'-0"
678
4.14 SF
306.29 SF10 3/4"10'-0 5/8"10'-11 3/8"9'-4 1/16"15'-2 3/16" 3'-9 3/4"
BASEMENT LEVEL
88'-0"
174.69 SF
10'-11 3/8"15'-11 7/16"
T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"
37.92 SF
9'-5 7/8"3'-11 15/16"
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.4/20/2017 4:51:04 PMA0.8
1511
EXISTING
SUBGRADE
WALL
CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
PERMIT RESUB. 04/17/17
2 WALL 43WALL 54WALL 6
5 WALL 76WALL 8
8 WALL 109WALL 11
TOTAL EXPOSED SUBGRADE WALL AREA
TOTAL SUBGRADE WALL AREA
EXPOSED SUBGRADE WALL AREA = 46.31 SF/2,557.40 SF =
1.81% OF TOTAL SUBGRADE WALL AREA
BASEMENT FLOOR AREA = 1,675.42 SF
THEREFORE, TOTAL BASEMENT LEVEL FAR = 1.81% X 1,675.42 SF =
______________________________________________________________________
BASEMENT LEVEL FAR = 30.33 SF
7 WALL 9
10 WALL 12
11 WALL 1312WALL 1413WALL 15
1/4" = 1'-0"
1 EXPOSED WINDOW WELL
46.31 SF
2,557.40 SF
9'-0 7/8"
86.08 SF
9'-5 7/8"45
24'-5"
231.70 SF
12'-5 5/16"
118.10 SF9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"
4
103.59 SF
10'-11"9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"
28'-5 1/2"9'-5 7/8"270.06 SF
49'-11 11/16"5 1/8"1 1/8"462.53 SF
11.70 SF
9'-0 3/4"9'-5 7/8"T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"
0.17 SF
27.51 SF
9'-5 7/8"9'-4 13/16"1 1/16"2'-11"
FAR TABULATION
UNEXPOSED WALL AREA
EXPOSED WALL AREA
5
199.06 SF
5.15 SF - MOST
RESTRICTIVE
5 1/8"9'-0 3/4"21'-6 1/4"9'-5 7/8"EXIST. EXPOSED
GRADE - LESS
RESTRICTIVE
BASEMENT LEVEL
88'-0"
6 7 8
8.99 SF - MOST
RESTRICTIVE
301.44 SF
10'-11 3/8"28'-4 1/4"
BASEMENT LEVEL
88'-0"
16.74 SF- MOST
RESTRICTIVE
10'-3 3/16"8 3/16"229.70 SF
22'-6 1/8"
BASEMENT LEVEL
88'-0"
678
4.14 SF-
MOST
RESTRICTIVE
307.43 SF
9'-4 1/16"15'-2 3/16" 3'-9 3/4"10 3/4"10'-0 5/8"BASEMENT LEVEL
88'-0"
174.69 SF
10'-11 3/8"15'-11 7/16"
T.O. FF EXISTING MECHANICAL BASEMENT
89'-6"
37.92 SF
9'-5 7/8"3'-11 15/16"
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.4/20/2017 4:51:08 PMA0.9
1511
PROPOSED
SUBGRADE
WALL
CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
PERMIT RESUB. 04/17/17
2 PROPOSED WALL 43PROPOSED WALL 54PROPOSED WALL 6
5 PROPOSED WALL 7
6 PROPOSED WALL 88PROPOSED WALL 10
9 PROPOSED WALL 11
TOTAL EXPOSED SUBGRADE WALL AREA
TOTAL SUBGRADE WALL AREA
EXPOSED SUBGRADE WALL AREA = 46.89 SF/2,557.40 SF =
1.83% OF TOTAL SUBGRADE WALL AREA
BASEMENT FLOOR AREA = 1,675.42 SF
THEREFORE, TOTAL BASEMENT LEVEL FAR = 1.83% X 1,675.42 SF =
______________________________________________________________________
PROPOSED BASEMENT LEVEL FAR = 30.66 SF
7 PROPOSED WALL 9
10 PROPOSED WALL 1211PROPOSED WALL 13
12 PROPOSED WALL 1413PROPOSED WALL 15
46.89 SF
2,557.40 SF
1/4" = 1'-0"
1 EXPOSED WINDOW WELL PROPOSED
EMPLOYEE HOUSING - BASEMENT
87'-8 1/4"7'-9 1/8"38'-9 7/8"
301.28 SF
B.O. STRUCTURE
95'-5 3/4"
EMPLOYEE HOUSING - BASEMENT
87'-8 1/4"
201.42 SF
7'-9 1/8"14'-11 7/16" 4'-11" 11'-0"
38.16 SF
WINDOW WELL EXPOSED
WALL AREA. NOT
CALCULATED AS PART OF
BASEMENT LEVEL FAR.
B.O. STRUCTURE
95'-5 3/4"
EMPLOYEE HOUSING - BASEMENT
87'-8 1/4"7'-9 1/8"11'-9 1/16"27'-0 13/16"
301.28 SF
B.O. STRUCTURE
95'-5 3/4"
EMPLOYEE HOUSING - BASEMENT
87'-8 1/4"7'-9 1/8"29'-11 1/4"
232.37 SF
B.O. STRUCTURE
95'-5 3/4"
EMPLOYEE HOUSING - BASEMENT
87'-8 1/4"
11 3/16"7'-9 1/8"7.23 SF
B.O. STRUCTURE
95'-5 3/4"
FAR TABULATION
UNEXPOSED WALL AREA
EXPOSED WALL AREA
B.O. STRUCTURE
95'-5 3/4"
T.O. RECTORY
BASEMENT
87'-8 1/4"
12'-11 1/2"
100.56 SF
7'-9 1/8"B.O. STRUCTURE
95'-5 3/4"
T.O. RECTORY
BASEMENT
87'-8 1/4"
29.77 SF
3'-10"7'-9 1/8"B.O. STRUCTURE
95'-5 3/4"
T.O. RECTORY
BASEMENT
87'-8 1/4"
14'-4 1/16"7'-9 1/8"111.26 SF
B.O. STRUCTURE
95'-5 3/4"
T.O. RECTORY
BASEMENT
87'-8 1/4"
31.69 SF
7'-9 1/8"4'-1"
B.O. STRUCTURE
95'-5 3/4"
T.O. RECTORY
BASEMENT
87'-8 1/4"
94.74 SF
12'-2 1/2"7'-9 1/8"B.O. STRUCTURE
95'-5 3/4"
T.O. RECTORY
BASEMENT
87'-8 1/4"
51.46 SF
6'-7"7'-9 1/8"B.O. STRUCTURE
95'-5 3/4"
T.O. RECTORY
BASEMENT
87'-8 1/4"
45.29 SF
7'-9 1/8"5'-10 1/16"
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.6/13/2017 9:23:17 AMA0.10
1511
EXISTING
SUBGRADE
WALL
CALCULATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
PERMIT RESUB. 04/17/17
ZONING RESUB. 06/12/17
1/4" = 1'-0"
1 EXIST. EPF WALL 1
1/4" = 1'-0"
2 EXIST. EPF WALL 2
1/4" = 1'-0"3 EXIST EPF WALL 4
1/4" = 1'-0"4 EXIST. EPF WALL 5
1/4" = 1'-0"
5 EXIST. EPF WALL 3
ESSENTIAL PUBLIC FACILITY (HOUSING) CALCULATION
TOTAL EXPOSED SUBGRADE WALL AREA
TOTAL SUBGRADE WALL AREA
EXPOSED SUBGRADE WALL AREA = 38.16 SF/1,043.58 SF =
3.6% OF TOTAL SUBGRADE WALL AREA
BASEMENT FLOOR AREA = 1,046.11 SF
THEREFORE, TOTAL BASEMENT LEVEL FAR = 3.6% X 1,046.11 SF =
______________________________________________________________________
BASEMENT LEVEL FAR = 37.66 SF
38.16 SF
1,043.58 SF
EXIST. & PROPOSED
GRADE
EXIST. & PROPOSED GRADE
EXIST. & PROPOSED
GRADE
ESSENTIAL PUBLIC FACILITY (RECTORY) CALCULATION
TOTAL EXPOSED SUBGRADE WALL AREA
TOTAL SUBGRADE WALL AREA
EXPOSED SUBGRADE WALL AREA = 0 SF/464.77 SF =
0% OF TOTAL SUBGRADE WALL AREA
BASEMENT FLOOR AREA = 1,803.12 SF
THEREFORE, TOTAL BASEMENT LEVEL FAR = 0% X 1,803.12 SF =
______________________________________________________________________
BASEMENT LEVEL FAR = 0 SF
0 SF
464.77 SF
1/4" = 1'-0"
6 RECTORY WALL 1
EXIST. &
PROPOSED
GRADE
1/4" = 1'-0"
7 RECTORY WALL 2
1/4" = 1'-0"
8 RECTORY WALL 3
1/4" = 1'-0"
9 RECTORY WALL 4
1/4" = 1'-0"
10 RECTORY WALL 5
1/4" = 1'-0"
11 RECTORY WALL 6
1/4" = 1'-0"12 RECTORY WALL 7
EXIST. &
PROPOSED
GRADE
EXIST. &
PROPOSED
GRADE
EXIST. &
PROPOSED
GRADE
EXIST. & PROPOSED
GRADE
FUSIBLE DISCONNECT
SOLID BRICK
ENCLOSURE WALL
PERFORATED BRICK
ENCLOSURE WALL
GRADE SLOPES EAST TO WEST 5'-7"17'-4"6'-0"5'-7"BRICK ENCLOSURE WALL
GRADE SLOPES AWAY
10'-3"
METERING CABINET
FUSIBLE DISCONNECT
BRICK ENCLOSURE WALL
10'-2"1'-0"6'-0"1'-6"A0.11
1
A0.112
A0.11 3
3 YD DUMPSTERXFMR
METERING
CABINET
FUSIBLE
DISCONNECT
9'-11"PERFORATED BRICK WALL
A0.11
5
17'-4"
3'-0"
1'-0"
3'-0"3'-0"DUMPSTER
TRANSFORMER
METERING CABINET
WITH FUSIBLE
DISCONNECT BEYOND
CMU WALL W/ BRICK
EXTERIOR FACE
PERFORATED
BRICK WALL
5'-7"6'-0"1'-6"CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.6/16/2017 4:57:32 PMA0.11
1511
ENCLOSURE
ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
PERMIT RESUB. 04/17/17
PERMIT RESUB. 2 06/12/17
1/2" = 1'-0"1 ENCLOSURE NORTH
1/2" = 1'-0"2 ENCLOSURE EAST
1/2" = 1'-0"
3 ENCLOSURE WEST
1/4" = 1'-0"4 ENLARGED ENCLOSURE PLAN
1/2" = 1'-0"5 ENCLOSURE SOUTH
Dan Cokley, P.E. 0029799
Project Engineer
Vicinity Map
St. Mary Catholic Church
533 Main Street
Aspen, CO 81611
Parcel #273707331801
Sheet Index
Owner / Applicant
Revision#Date By
Job #.File:
TS-01 Cover Sheet
GN-01 Legend, Notes, and Abbreviations
EX-01 Existing Conditions
CDM-01 Demolition Plan
CGE-01 Geometry Plan
CRD-01 Hunter Street Sidewalk Plan & Profile
CRD-02 Highway-82 Sidewalk Plan & Profile
CEC-01 Erosion Control Plan
CSW-01 Stormwater Management Plan
CDT-01 City of Aspen Standard Details
CDT-02 Project Details
CDT-03 Curb Ramp Cross Sections
CDT-04 Striping Plan
Permit Resub. Set
April 2017
118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
St. Mary Catholic Church
Aspen, CO
Project
Location
Site Plan
Scale: 1" = 40'
Project Contacts:
Project Engineer: Dan Cokley, 970-384-9009
Site Superintendent: Josh Miller, 970-261-5389
Safety Specialist: Stuart Dalpiaz, 970-640-7284
Traffic Control Supervisor: Dick Perkins, 970-216-8603
Erosion Control Supervisor: Josh Miller, 970-261-5389
City of Aspen Engineering: 970-920-5080
City of Aspen Electric: 970-920-5148
Gas: Black Hills Energy 970-927-0482
City of Aspen Water Department: 970-920-5110
Aspen Consolidated Sanitation District: 970-429-5415
Lot: A-I Saint Marys Catholic Church
Subdivision: City and Townsite of Aspen
Block: 93
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Legend Notes and
Abbreviations
2016.195.001
DCS
8/11/2016
DCS
Admin
XX
GN-01
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
Additional Abbreviations Additional Line Types & Symbols
15"4"
8"
11"
5"
5"
15"
13"
13"
17"
20"
20"
18"
6"
28"
26"
26"
30"
30"24"26"24"3"3"33"21"
8"
6"
18"
2"
2"2"4"4"3"4"
3"
24"
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Graphic Scale
In Feet: 1" = ##'
0 #####
Existing Conditions
2016.195.001
AMC
8/11/2016
DCS
DemoPlan
XX
EX-01
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
15"4"8"11"5"5"15"13"13"17"20"20"18"6"28"26"26"30"30"24"26"24"3"3"33"21"8"6"18"2"2"2"4"4"3"4"3"24"Job No.Drawn by:Date:OfFile:PE:QC:Revision#DateByGraphic ScaleIn Feet: 1" = 15'081530Demolition Plan2016.195.001AMC/DCS8/11/2016DCSDemoPlanXXCDM-0114St. Mary Catholic ChurchAspen, COForConstruction118 West Sixth Street, Suite 200Glenwood Springs, CO 81601970.945.1004 www.sgm-inc.com
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Graphic Scale
In Feet: 1" = 20'
0 10 20 40
Geometry Plan
2016.195.001
AMC/DCS
8/11/2016
DCS
GeometryPlan
XX
CGE-01
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
15"13"
13"17"
24"
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Graphic Scale
In Feet: 1" = 5'
0 3 5 10
Hunter Street Sidewalk Plan
& Profile
2016.195.001
DCS
8/11/2016
DCS
PlanProfile
XX
CRD-01
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
15"
13"
20"
20"
30"
30"24"26"24"3"3"33"21"24"
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Graphic Scale
In Feet: 1" = 10'
0 5 10 20
Highway-82 Sidewalk Plan
& Profile
2016.195.001
DCS
8/11/2016
DCS
PlanProfile
XX
CRD-02
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Graphic Scale
In Feet: 1" = 20'
0 10 20 40
Erosion Control Plan
2016.195.001
AMC/DCS
8/11/2016
DCS
ErosionControlPlan
XX
CEC-01
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Stormwater
Managment Plan
2016.195.001
DCS
8/11/2016
DCS
Admin
XX
CSW-01
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
City of Aspen
Standard Details
2016.195.001
DCS
8/11/2016
DCS
Admin
XX
CDT-01
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Project Details
2016.195.001
DCS
8/11/2016
DCS
Admin
XX
CDT-02
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
13"
13"
3"
15"
4"
8"
17"
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Graphic Scale
In Feet: 1" = 5'
0 2 5 10
Curb Ramp Cross Sections
2016.195.001
DCS
8/11/2016
DCS
PlanProfile
XX
CDT-03
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
15"13"
13"17"
24"
Job No.
Drawn by:
Date:
Of
File:
PE:QC:
Revision#Date By
Graphic Scale
In Feet: 1" = 5'
0 3 5 10
Striping Plan
2016.195.001
AMC/DCS
8/11/2016
DCS
PlanProfile
XX
CDT-04
14
St. Mary Catholic Church
Aspen, CO
For
Construction 118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
W
z
w
MAIN STREET
9
p
�T—
\
EXISTING EXISTING
EXISTING AUTOCOURT EVENT LAWN
RECTORY
I\
EXISTING
GARAGE/
GUEST HOUSE ST FRANCIS
GARDEN0
---7915
7916 ------
o
ALLEY BLOCK 93
U `
Z �
C003 a
Lu - ^ E
a
O -` `o n
U3 u°m
Q a 3
3
Zd vn� o;
Q P
U3 d d P O
a� gym=
C3 d F n A
s P q
Z' asQa zoo
r n m�
► �uT
V°
Us
04 U
W
h
w w
z F..�
° V5
a
SITE PLAN
JtN
u 0, o
\�✓�SCiPE /
DATE:
DEC. 20 2016
IAN. 177017
SHEET:
L10F 7
0' S W w
NORTH SCALE I'=10'4'
Received
1/19/17
Entire Area requires
tree protection fence.
Entire Area requires
tree protection fence.
Entire Area requires
tree protection fence
Entire Area requires
tree protection fence.
Entire Area requires
tree protection fence
Entire Area requires
tree protection fence.
Tree Removal Permit
Required. Contact the
Parks Department for
instructions.
There shall be NO
encroachment closer to
the trees than the existing
sidewalk.
There shall be NO
encroachment closer
to the trees than the
existing sidewalk.
handicap ramp access
Access
Access
Access
Access
There shall be NO
encroachment closer to
the trees than the existing
sidewalk.
There shall be NO
encroachment closer to
the trees than the existing
sidewalk.
There shall be NO
encroachment closer to
the trees than the existing
sidewalk.
Excavation MUST
remain 9' minimum
away from trunk of
this tree!!!
EXISTING ACCESS AND SIDEWALKS MAIN STREET \
TO BE MODIFIED, RE: CIVIL
— — — — — — — — — —
„D�/ g3.-0 _ — �9�
10 \ C o /\� — Z�� J / 31” q / 32�
24�\ o
��1�, I a _ _p`0\
1p
x x x 1S x x
/
09"0 \ / / O 1 I 11 11 11 11 11 11 11 11 ll I1 11 11 I1 11 I 0000 1 11 11 IV 11 11 11 11 11 1 ll 11 1
El
( \/ \ EX NTS F 40 60' EVENT TENT
I
I
I
I I
PLANT SCHEDULE
EXISTING
RECTORY
\ ---------------------
F--
-�✓--- --��
I I
II \ EXISTING
EXISTING 1 EVENT LAWN
AUTOCOURT II
1 LF)
/ L cy) X91
I � I
L--------- ------------------ —
\ EXTENTS OF 40'X60' E N TENTi
EXISTING
1 I
GARAGE/
I�yl GUEST HOUSE
�A max- -x- --C x �A x�
1 =11 rtl tr IT t t1 7 1 --r1 "C7 tj ti 1r1l t) ti k 7T
C
ALLEY BLOCK 91'
956 SF LAWN TO MATCH EXISTING (OWNER OPTION)
EXISTING
ST. MARY CHURCH
EXISTING HEDGE ROW TO BE REMOVED
EXISTING LAWN TO BE MODIFIED, RE: CIVIL
PROPOSED ENLARGED SERVICE YARD
EXISTING TREE TO BE REMOVED, TYP.
EXISTING SHRUB TO REMAIN, TYP.
(FIELD VERIFY NECESSITY OF END SHRUB
REMOVAL TO ACCOMMODATE SERVICE
YARD PRIOR TO CONSTRUCTION)
EXISTING TREE TO REMAIN, TYP.
v9 6
1 7
0' 5' 10' 20'
NORTH SCALE: 1" = 10'-0"
0 STAN CLAUSON ASSOCIATES, INC 2017
ti
s:
_
1T
ry
•1
L
W
� d
e
_
1.11E
E
�
m Y
F
c
•
a
I
G
a
o
L
\
I
0' 5' 10' 20'
NORTH SCALE: 1" = 10'-0"
0 STAN CLAUSON ASSOCIATES, INC 2017
DATE
04-04-2017
05-18-2017
ISSUE
PERMIT SUBMITTAL
REVISED PERMIT SUBMITTAL
�Al.\\jN ACF
U
0001060
vP o?Mt20149
odginei Dabs of Lic�ennss4re
to
SHEET TITLE:
PLANTING
PLAN
L-103
ti
s:
1T
ry
•1
L
N
^1
� d
e
_
1.11E
E
�
m Y
F
c
•
a
45 2
Us
L
4
t w
�
Z
c
ST MARY
CATHOLIC CHURCH
ADDRESS:
533 E MAIN STREET
ASPEN, CO 81611
PARCEL #
08097CO204 C
DATE:
05-18-2017
ISSUE:
FOR PLANNING
PURPOSES ONLY
(NOT FOR CONSTRUCTION)
DRAWN BY: BK CHECKED BY: BK
HISTORY:
DATE
04-04-2017
05-18-2017
ISSUE
PERMIT SUBMITTAL
REVISED PERMIT SUBMITTAL
�Al.\\jN ACF
U
0001060
vP o?Mt20149
odginei Dabs of Lic�ennss4re
to
SHEET TITLE:
PLANTING
PLAN
L-103
Place Tree Protection Fencing at edge of sidewalk and at curb so there will be NO storage of material,equipment, foot or machinery traffic allowed within this Tree Protection Fencing. Call Ben Carlsen@ 970-429-2034 for inspection of this fence PRIOR to any construction activity.Access areasin YellowTree Protection Fencingmust be installed andinspected by the CityForester or his designeePRIOR to any constructionactivity.Excavation MUSTremain 9' away fromthe trunk of this tree.
XFRMTRASH
EXIST. EMPLOYEE HOUSING
EXISTING RECTORY
EXISTING CANOPY ROOF TO REMAIN
EXISTING TRASH AND TRANSFORMER TO
REMAIN; EXISTING TRANSFORMER TO BE
RESET ON PAD, REF. CIVIL.
EXISTING LAWN
EXISTING CURB CUT AND DRIVEWAY TO BE REGRADED PER
CDOT AND ASPEN DEPARTMENT OF ENGINEERING; REF. CIVILEXISTING SIDEWALKS TO BE REPLACED ; REF. CIVIL
EXISTING GARDEN TO REMAIN
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:04:27 AMA1.0E
1511
EXISTING SITE
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CONORTH
ISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
1/8" = 1'-0"1 EXISTING SITE PLAN
XFRMTRASH
EXISTING RECTORY
RE-GRADED SIDEWALK PER ASPEN CITY
ENGINEERING DEPARTMENT; REF. CIVIL
EXISTING KITCHEN TO REMAINEXISTING TRASH AND TRANSFORMER
TO REMAIN; EXIST. TRANSFORMER TO
BE RESET ON PAD, REF. CIVIL.
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
KITCHEN
WOMEN'S
ROOM
MEN'S
ROOM
RECEPTION/LOBBY
OFFICES
ENTRY
MEETING ROOM
EXISTING LAWN TO REMAIN
NOTE:
PER ASPEN ENGINEERING DEPARTMENT
• HUNTER STREET SIDEWALK TO BE 6' WIDE
• MAIN STREET SIDEWALK TO BE 5' WIDE
• GALENA STREET SIDEWALK DOES NOT REQUIRE WORK
PER ASPEN BUILDING DEPARTMENT
• SNOW-MELTING LIKE-FOR-LIKE AREAS ACCEPTED
• CITY WILL EXEMPT 4' WIDE STRIPS OF SNOW-MELTED SIDEWALKS FOR
ACCESSIBLE ROUTES
EXIST. EMPLOYEE HOUSING
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:04:22 AMA1.0
1511
PROPOSED SITE
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CONORTH
ISSUE: DATE:
100% DD 10/11/16
DD ADDENDUM 1 11/14/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
1/8" = 1'-0"
1 PROPOSED SITE PLAN
1
2
3
4
5
6
7
8
9
EXISTING EMPLOYEE HOUSING
EXISTING RECTORY EXISTING DRIVEWAY
(GRASS PAVERS)
EXISTING
TRANSFORMER
LAWN
ELEVATOR
KITCHEN
OFFICE
OFFICEOFFICE
APARTMENT
APARTMENT
RECEPTION
VESTIBULE
BATH
BATH
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
EXISTING SNOWMELT (1,106.59 SF)
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:05:18 AMSM 1.0
1511
EXISTING
SNOWMELT
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
1/8" = 1'-0"1 EXISTING SNOWMELT PLAN
UP
UP
UP
EXISTING GARAGE
EXISTING RECTORY EXISTING DRIVEWAY
(GRASS PAVERS)
PROPOSED NEW SNOWMELT (610 SF)
NEW 5' WIDE NEW SIDEWALK
ON MAIN STREET
ALL LILACS REMAIN COTTONWOOD MAY BE
RELOCATED PER CDOT PLANS
NEW CURBCUT PER CDOT STANDARDS 5' WIDE NEW SIDEWALK
EXISTING SNOWMELTED ACCESSIBLE SIDEWALK TO
REMAIN - (386 SF) REQUIRED FOR ACESIBILITY
REQUIRED EXISTING SNOWMELT (487 SF)
HUNTER STREET SIDEWALK
REPLACED WITH NEW 6'
SIDEWALK TO CODE
EXISTING SNOW MELT TO
BE ABANDONED (614 SF)
ALL LILACS TO REMAIN
NEW SNOWMELT
(610 SF)
PROPOSED REQUIRED SNOWMELT (243 SF)
4' WIDE SNOWMELTED PATHWAY
(243 SF) REQUIRED FOR
ACCESSIBILITY
ABANDONED SNOWMELT (614 SF)
SNOWMELT CALCULATIONS
TOTAL EXISTING: 1,107 SF
TOTAL ABANDONED: 614 SF
PROPOSED (NOT REQUIRED): 610 SF
PROPOSED (REQUIRED): 243 SF
EXISTING TO REMAIN (REQUIRED):487 SF
3'-3 3/16"
EXISTING SNOWMELT
TO REMAIN (107 SF)
REQUIRED
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.6/19/2017 12:06:56 PMSM 1.1
1511
PROPOSED
SNOWMELT
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
PERMIT RESUB. 2 06/12/17
1/8" = 1'-0"
1 PROPOSED SNOWMELT PLAN
UPSTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEELEV EQUIP002ELEVLOBBY001REFER TO STRUCTURALDRAWINGS FOR AREASOF SELECTIVE DEMOLITIONCOORDINATE DEMOLITION AS REQUIREDFOR MECHANICAL DUCTWORK INSTALLATIONIN BASEMENT AREA, RE: MECH DWGS.REMOVE PORTION OF EXISTING WALLFOR MECH DUCT, RE: MECH DWGS.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:46 AMA2.1DEMOLITIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1BASEMENT LEVEL DEMOLITION PLANISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
UPDN101102102102102102133134135133134103103103103103103103103103104104104104104104104104104104104105105105105106106106106136108108108109109109102107107107107107107103108110111111111111111111111137137113112114115115115115115115138139139139140141108108142135114114114105147CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:48 AMA2.2DEMOLITIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1MAIN LEVEL DEMOLITION PLANDEMOLITION KEYNOTES101 REMOVE WOOD DISPLAY CASE AND LIGHTING.102 REMOVE EXISTING WALL AS SHOWN DASHED. SALVAGE ALL WOOD BASE FOR REUSE.103 REMOVE EXISTING PLUMBING FIXTURES AND TOILET PARTITIONS, TYP.104 REMOVE AND SLAVAGE ALL EXISTING WOOD DOORS, FRAMES, TRIM, HARDWARE FOR RE-USE.105 REMOVE EXISTING CARPET THROUGHOUT THIS LEVEL.106 REMOVE EXISTING TILE.107 REMOVE OPERABLE FOLDING PARTITION AND TRACK. STRUCTURAL ELEMENTS TO REMAIN.108 REMOVE (E) MILLWORK.109 REMOVE (E) CEILING FANS IN THIS AREA. COORD. WITH OWNER FOR DISPOSAL OR SALVAGE.110 REMOVE (E) DRINKING FOUNTAIN.111 REMOVE (E) LIGHT FIXTURES.112 REMOVE (E) STAIRS, HANDRAILS, AND PARTIAL LANDING TO ACCOMODATE NEW STORAGE.113 NO DEMOLITION SCOPE IN KITCHEN AREA.114 STRIP, SAND, AND STAIN ALL(E) WOOD WINDOW ELEMENTS, TYP. AT ALL WINDOWS.115 MODIFY (E) DOOR AS REQUIRED TO ACCOMODATE NEW OPERABLE PARTITION.133 REMOVE FIRST CONCRETE RISER AND TREAD ONLY. COORDINATE WITH STIEPLAN DRAWINGS.134 (E) MASONRY COLUMNS AND ADJACENT STONEWORK TO REMAIN.135 REMOVE (E) METAL HANDRAILS. GUARDRAIL TO REMAIN.136 REMOVE (E) MOP SINK.137 REPLACE (E) FIXTURE WITH NEW LIGHT FIXTURE, RE: ELEC.138 (E) ROLL DOWN GRILLE TO REMAIN.139 (E) DOOR AND WOOD TRIM TO REMAIN, TYP.140 SELECTIVELY DEMO FLOOR STRUCTURE IN THIS AREA TO ALLOW ADEQUATE CLEARANCE TO INSTALL CONCRETEFOOTINGS. REPLACE WITH LIKE CONSTRUCTION. COORD WITH STRUC DWGS.141 (E) COVERED STAIR ENCLOSURE TO REMAIN.142 REMOVE EXISTING DOME SHAPED CEILING IN ENTRY AREA IN COORDINATION WITH NEW FLOOR STRUCTURE ABOVE.147 REMOVE EXISTING CARPET IN ELEVATOR CAB.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
116117118118119119119119120121105123123122124124124124125126127129129130148148130108103108103108112108112112125123123128128128122144125128143145125131105131131131131131131131146146143143104104104104104CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:51 AMA2.3DEMOLITIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1SANCTUARY LEVEL DEMOLITION PLANDEMOLITION KEYNOTES103 REMOVE EXISTING PLUMBING FIXTURES AND TOILET PARTITIONS, TYP.104 REMOVE AND SLAVAGE ALL EXISTING WOOD DOORS, FRAMES, TRIM, HARDWARE FOR RE-USE.105 REMOVE EXISTING CARPET THROUGHOUT THIS LEVEL.108 REMOVE (E) MILLWORK.112 REMOVE (E) STAIRS, HANDRAILS, AND PARTIAL LANDING TO ACCOMODATE NEW STORAGE.116 REMOVE (E) ORGAN PLATFORM STRUCTURE AND STEPS.117 REMOVE AND SALVAGE (E) WOOD RAILING FOR MODIFICATION AND REINSTALLATION AT NEW LOFT.118 REMOVE PORTION OF (E) LOW WALL DOWN TO 42" AFF PER CODE. SALVAGE WOOD CAP FOR RE-USE.119 GC OPTION: REMOVE (E) PARTITION / OR / TEMPORARILY SUPPORT PARTITION UNTIL NEW SUPPORTING FLOORSTRUCTURE IS BUILT.120 (E) ORGAN TO BE REMOVED BY OWNER'S VENDOR. GC COORDINATE AS NECESSARY.121 ABANDON IN PLACE (E) IN-FLOOR HYDRONIC HEATING SYSTEM.122 REMOVE PORTION OF GYPCRETE SUBFLOOR AND IN-FLOOR HEATING SYSTEM, SHOWN SHADED, TO ACCOMODATE NEWRADIANT FLOOR OPTION AND INSULATION, RE: MECH PLANS. GC NOTE: ALL WORK ASSUMED TO BE PERFORMED FROMCHURCH FLOOR LEVEL. GC TO PROVIDE SEPARATE LINE ITEM ALLOWANCE IF WORK IS TO BE PERFORMED FROM MAINLEVEL AND REQUIRE CEILING SCOPE FOR DEMO AND PATCH WORK.123 REMOVE (E) SANCTUARY STEPS AND FLOOR FRAMING.124 GC MAY NEED TO TEMP. SHORE (E) SACRISTY PARTITIONS, DEPENDING ON WHETHER PARTIONS ARE SUPPORTED ONFLOOR OR PLATFORM.125 (E) LITURGICAL ELEMENTS TO BE REMOVED, MODIFIED, AND REPLACED BY GC. OWNER'S VENDOR TO REFINISH AFTERMODIFICATIONS.126 REMOVE (E) CEILING, CEILING FRAMING, LIGHTING FIXTURES, ETC. SALVAGE DECORATIVE LIGHT FIXTURES FOR RE-USEIN STAIR AREAS.127 (E) CEILING AND LIGHT FIXTURES TO REMAIN IN THIS AREA.128 (E) PEWS TO BE REMOVED, REPAIRED, AND REPLACED. REPAIR CRACKS AND PROVIDE NEW STAIN AND KNEELERS129 REMOVE UPPER PROTION OF (E) WALL TO ACCOMODATE NEW RAISED CHOIR LOFT ARCH.130 (E) WOOD BEADBOARD WAINSCOT TO BE SALVAGED, MODIFIED, REPAIRED AND REINSTALLED.131 (E) HISTORIC WINDOW TRIM TO BE PROTECTED, REPAIRED, TOUCHED UP, AND REFINSHED IN PLACE.143 REMOVE AND RECONSTRUCT SANCTUARY ARCH PER NEW ELEVATIONS.144 GC TO DISASSEMBLE AND RELOCATE TO OWNER'S ON SITE STORAGE AREA. ALSO TO REASSEMBLE REREDOS IN FINALLOCATION. OWNER'S VENDOR TO REFINISH AFTER MODIFICATIONS.145 REREDOS TO BE MODFIED BY GC PER DRAWINGS ON A9.2 & A9.3. OWNER'S VENDOR TO REFINISH AFTERMODIFICATIONS.146 REMOVE EXISTING WOOD WINDOW COVER AT HALF ROUND WINDOW AT STAIR LANDING. INSTALL NEW MATERIAL PERCONSTRUCTION PLANS.148 REMOVE EXISTING PLASTER WALL FINISH TO ACCOMODATE NEW PLYWOOD SHEAR WALL SUBSTRATE.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
DNUP1234567892A4.21A4.11A4.2STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEELEV EQUIP002ELEVLOBBY001REFER TO STRUCTURALDRAWINGS FOR NEW FOOTINGAND COLUMN LOCATIONS INTHIS AREAEL.= 88'-0"EL.= 89'-7 1/2"COORDINATE WALL PENETRATIONSWITH DUCTWORK, RE: MECHREFER TO ELECDWGS THIS AREACHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:52 AMA2.4PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED BASEMENT LEVELCONSTRUCTION PLANISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
DNC1234567892A4.2A8.341321A4.11A4.2ENTRY100MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105KITCHEN109WOMEN110HALLWAY111MEN116OFFICE113OFFICE114HALL115HALL117RECEPT118OFFICE119VEST.120120B120A117119114111B109A109B113A110111A116A8.38657100EABDMEETINGRM101OFFICE122122101A102A103A104A105A101B101C102C103C104C102B103B104B105BMEETINGRM107CONF RM112A6.11112105C106BMEETINGRM106106A107A113B107BSTOR121A3.61A3.71A3.51EL.= 100'-0"EL.= 100'-6"EL.= 100'-0"2022032172192382202182212222332'-1 7/16"12'-5"12'-5"12'-5"11'-11"13'-0"9'-3 3/4"5'-0"ALIGN4'-6 1/2"ALIGN10'-3 1/4"5'-2"3'-7"3'-8"4'-4"213ALIGN107C234234232244244BAAAAAAAAAABAAA2382372371'-8"8A9.16"4'-1 1/4"6"4'-1 1/4"6"6'-7 3/4"5'-7 1/2"EXIST3'-6 1/8" +/-EXIST3'-6 1/8" +/-DISPLAYREFDISPLAY4'-7 1/2"10 1/2"4'-10"24624611" 3'-7"1'-0"EQ3'-5"EQ4"AAA8.3171'-8"8"7'-2 3/8" +/-4"121LINE OF LOW CEILING ABOVEA9.1122602602602012011'-3"255255ALIGN3'-8"4"4"111WALL CONSTRUCTION TO CONFORM TOUL U309 RATED ASSEMBLY OR SIM TOPROVIDE 1 HR RATED ENCLOSURE.3WALL CONSTRUCTION TO CONFORM TOUL U309 RATED ASSEMBLY OR SIM TOPROVIDE 1 HR RATED ENCLOSURE.31A10.162'-6"4'-0"41. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY ARCHITECT OF ANYDISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK.2. PROVIDE NEW INTERIOR PARTITIONS AS INDICATED ON PLANS RE: A10.1. TYPICAL PARTITIONCONSTRUCTION: 2X WD 16" O.C. W/ (1) LA. 5/8" TYPE-X GYP. BD. EA. SIDE WITH LEVEL 4 FINISH.3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TOSTRUCTURE ABOVE. PROVIDE 1” PLENUM-RATED GASKET BETWEEN ALL NEW AND EXISTINGPARTITION CONSTRUCTION AND NEW OR EXISTING DUCTWORK TO MINIMIZE VIBRATION, ANDMAINTAIN ACOUSTIC SEPARATION.4. IF FIRE-RESISTIVE RATED PROTECTION (GYP BD, SPRAY-ON, ETC.) IS MODIFIED ABOVE CEILINGSFOR OF NEW PARTITIONS, NEW CEILING FRAMING, OR NEW ATTCHMENTS SUCH AS HANGER RODS,GC SHALL PATCH AND REPLACE TO MAINTAIN UNIFORM THICKNESS AND APPLICATION.5. CONTRACTOR SHALL PATCH ANY PENETRATIONS IN EXISTING FIRE-RATED CONSTRUCTION TOMAINTAIN FIRE RATING.6. REPAIR WALLS AT ALL ABANDONED J-BOX LOCATIONS. BLANK COVERPLATES ARE NOTACCEPTABLE.7. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS,WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION.8. CONTRACTOR TO PATCH ALL SURFACES AT AREAS OF DEMOLITION THAT ARE TO RECEIVE NEWFINISHES.9. PATCH AREAS OF DAMAGE FOLLOWING REMOVAL OF WALL BASE. PREPARE WALL SMOOTH TORECEIVE NEW BASE.10. ALL PERIMETER DIMENSIONS ARE FROM FACE OF FINISHED WALL, UNLESS NOTED OTHERWISE.11. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTEDOTHERWISE.12. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY DIMENSIONS AND VISUALLY INSPECT ALL ITEMSTO BE SALVAGED OR REUSED, INCL DOORS, FRAMES, TRIM, HARDWARE, ETC.13. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATIONIN 10'-0”.14. AT REMODEL AREAS, PATCH EXISTING ABNORMALITIES IN FLOOR AND PREPARE FLOOR FLAT TORECEIVE NEW FINISHES. FLOOR FLATNESS MUST MEET MANUFACTURER'S REQUIREMENTS FOREACH FLOOR FINISH MATERIAL.15. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW ANDEXISTING WALLS.16. NEW PAINT ON ALL WALLS WITHIN AREA OF WORK (EXCEPT KITCHEN). 1 COAT PRIMER, 2 COATS OFFINISH COLOR. REFER TO FINISH PLANS.CONSTRUCTION GENERAL NOTESALTERNATE A - DECORATIVE PAINTINGA1: CEILING MURALSREFER TO CEILING PLANS AND INTERIOR ELEVATIONS.A) GC SCOPE - ADD ALTERNATE: AT (12) LOWER COFFERPANELS PROVIDE SCAFFOLDING FOR MURAL INSTALLATION BYDECORATIVE ARTS VENDOR. BASE BID SHALL INCLUDE PRIME AND BASECOAT OF PAINT ON ALL SURFACES.B) OWNER VENDOR SCOPE - PAINTED MURALS ON (12) LOWERCOFFER AREAS OF NAVE CEILING, AS NOTED ON DRAWINGS. MURALS TOBE EXECUTED IN STUDIO, INSTALLED AS CANVAS APPLIED TO GYP BDSURFACES ON SITE.A2: BEAMS AND CEILING DECORATIVE PAINT.PREFER TO CEILING PLANS AND INTERIOR ELEVATIONSA) GC SCOPE - ADDALTERNATE: PROVIDE SCAFFOLDING FORDECORATIVE PAINT WORK BY DECORATIVE ARTS VENDOR. BASE BIDSHALL INCLUDE PRIME AND BASE COAT OF PAINT ON ALL SURFACES.B) OWNER VENDOR SCOPE - FAUX WOOD FINISH ON CEILING BEAMS,STENCILING ON CEILING COFFER BORDERS AND CENTER MEDALLIONS,STENCIL ELEMENTS ON NAVE SIDE WALLS, AND PAINTING ON CURVEDFRIEZE BAND AT WALL CEILING TRANSITION.A3: OTHER DECORATIVE CEILINGS.REFER TO CEILING PLANS.A) GC SCOPE- ADD ALTERNATE: PROVIDE SCAFFOLDING IN AREASNOTED BELOW. PROVIDE SURFACE PREP (LEVEL 5 FINISH) TO RECEIVEDECORATIVE PAINT AT CEILING AREAS NOTED BELOW. ALL CEILINGTRIMWORK SHOWN ON DRAWINGS IS PART OF BASE BID: CROWNMOULDING, ETC.B) OWNER VENDOR SCOPE - PAINTED STENCIL/MURAL ON CEILINGSIN SACRISTY 208, NARTHEX 204, ENTRY 100, AND STAIR 201 & 203.ALTERNATE B - BELLSA) GC SCOPE - ADD ALTERNATE: REMOVE ONE BELFRY VENT, ANDHOIST AND SET BELLS AND FRAMES IN PLACE IN BELFRY AS SHOWN ONDRAWINGS. ALLOW FOR MISC. BLOCKING/FRAMING. PRIMARYSTRUCTURAL FRAMING WILL BE SAME WITH OR WITHOUT NEW BELLS.REINSTALL VENT AFTER INSTALLATION IS COMPLETE. PROVIDEELECTRICAL CONDUIT AND BOXES FOR NEW ELECTRONIC RINGERSYSTEM WITH CONTROLS IN (2) LOCATIONS: CHOIR LOFT AND SACRISTY.ROUTE POWER AND LOW VOLTAGE CABLE TO EACH BELL (SYSTEMPROVIDED BY OWNER).B) OWNER VENDOR SCOPE - PROVIDE TWO REFURBISHED BELLS WITHNEW WOOD AND STEEL FRAMES. PROVIDE ELECTRONIC BELL RINGERSYSTEM FOR THREE BELLS.ALTERNATE C - OFFICE AREA MILLWORKA) GC SCOPE - ADD ALTERNATE: PROVIDE AND INSTALL BOOKCASESIN PRIVATE OFFICES, AND DISPLAY CASES IN ENTRY AREA, PERLOCATIONS AND DESIGNS SHOWN ON DRAWINGS. INCLUDE COSTS FORSHOP DRAWINGS SUBMITTAL AND APPROVAL. COSTS FOR DISPLAY CASELIGHTING TO REMAIN AS PART OF BASE BID SCOPE.B) OWNER SCOPE - NONEALTERNATE D - OPERABLE PARTITIONSA) GC SCOPE - ADD ALTERNATE: PROVIDE AND INSTALL SPECIFIEDPARTITIONS, TRACK AND HARDWARE IN MEETING ROOMS 101-107 ASSHOWN ON DRAWINGS AND SPECIFICATIONS.B) OWNER'S SCOPE - NONEALTERNATE E - CARPET AT STAIRSA) GC SCOPE - ADD ALTERNATE: PROVIDE CUSTOM SPECIFIED ~ 48"WIDE CARPET RUNNER WITH 48" BRASS CARPET RODS ON STAIRS ANDLANDINGS. INSTALL NEW 3/4" OAK WOOD ON ALL TREADS FROM MAINLEVEL TO CHURCH LEVEL AND OAK VENEER PLYWOOD RISERS. STAINEXPOSED TREADS TO MATCH ADJACENT WOODWORK B) OWNER'S SCOPE - NONE.ALTERNATE F - EXISTING CHURCH DOORSA) GC SCOPE - ADD ALTERNATE: REUSE EXISTING DOORS REFURBISHAND REFINISH AND PROVIDE NEW HARDWARE. INSTALL HEADER ABOVEDOOR ACROSS ENTIRE NARTHEX ELEVATION. PROVIDE TRANSOMWINDOW ABOVE DOORS AND ADJACENT WINDOWS.B) OWNER'S SCOPE - NONEALTERNATE G - FINISHESA) GC SCOPE - PROVIDE SEPARATE PRICING FOR ALTERNATEFINISHES CPT-1A FOR CPT-1, CPT-2A FOR CPT-2, & CPT-6A FOR CPT-6 ASLISTED IN FINISH SCHEDULE. PROVIDE DEDUCT ALTERNATE FOR"STANDARD RED" TILE COLOR WHERE NOTED FOR TILES T-13 THRU T-28.B) OWNER'S SCOPE - NONE1CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:39 AMA2.5PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED MAIN LEVEL CONSTRUCTION PLANCONSTRUCTION KEYNOTES201 NEW SOLID STAINED WD DISPLAY CASE WITH WOOD SHELVES, ACCENT LIGHTING, RE: ELEC. REFER TOALTERNATE C.202 3CM GRANITE TRANSACTION TOP W. WOOD TRIM SURROUND AT OPENING. RE: ELEVS.203 3CM GRANITE COUNTER WITH 4" BACKSPLASH. STAINED WD BASE CABINETS W. RAISED PANEL DOORS.213 3CM GRANITE COUNTER TOP W. CUSTOM WOOD BASE CABIENTS AND UPPER CABINETS.217 DUAL-HEIGHT ADA DRINKING FOUNTAIN218 EXTEND (E) LANDING WITH 2X WD FRAMING AND PLYWOOD SUBSTRATE TO ALIGN WITH EDGE OF DOOR TRIM.MATCH EXISTING HEIGHT.219 P.LAM UPPER CABINETS, RE: ELEV.220 NEW OPERABLE PARTITION AND TOP TRACK, TYP OF (6). BASIS OF DESIGN: HUFCOR-642. UTILIZE (E) STRUCT.SUPPORTS ABOVE CEILING. REFER TO ALTERNATE D.221 (E) ROLL DOWN GRILLE AT KITCHEN TO REMAIN.222 INFILL STUD WALL. MATCH ADJACENT CONSTRUCTION AND WALL TEXTURE.232 NEW DRYWALL PILASTER.233 NEW GRANITE COFFEE COUNTER.234 RECONSTRUCT UPPER FLIGHT OF STAIR, RE: STRUC. REFER TO ALTERNATE E FOR FINISHES.237 STRIP, SAND & REFINISH (E) WDW FRAMES AND WDW SASHES, INSIDE AND OUT AND DOOR CASING/TRIM.REPLACE NON-HISTORIC HDWARE W. ACCURATE HDWARE, TYP.238 NEW STORM WDWS ON EXTERIOR OF ALL WINDOWS, BOTH LEVELS.241 NEW CONCRETE STEPS AND SIDEWALK. RE: SITEPLAN244 LAVATORY COUNTER (ST-2)246 (4) 18" DEEP WOOD SHELVES (PAINT GRADE)AT 16" O.C. VERTICALLY.255 WALL MOUNTED WOOD HANDRAIL.260 BUILT-IN BOOKCASE AND BASE CABINET. REFER TO ALTERNATE C.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/1711344
UPC123456789A8.224312A4.21A4.11A4.2STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207(E) ROOF BELOW205EABDCONFESSIONALA8.313A8.39141516111012BCCAA204B204AA9.13A3.61A3.71A3.51EL.= 114'-0 1/2"EL.= 115'-2 1/2"EL.= 114'-0 1/2"CONFESSIONALEL.= 114'-0 1/2"202A2132152132142132152122502122082092092092042052062112112572082102103'-8" 1'-9"2'-7"4'-6"7 1/4"ALIGN208209239239236236238237237238234234240EL.= 112'-10 1/2"3'-9 1/4"25'-5 7/8"25'-5 7/8"4'-5"8'-4"8'-4"4'-5"EL.= 113'-4 1/2"EL.= 113'-4 1/2"2042'-4"1'-8"2'-4"4'-4"204204EL.= 112'-10 1/2"202B212ALIGNALIGN5A8.4257EQ.EXIST3'-0 3/4"5'-10"1'-2"3'-3"1'-2"2'-5 1/2"3'-4"4'-8"REFV.I.F.50'-11 3/4"A9.21A9.11021224921221211A7.102452452'-6"2'-6"2482484'-0"AAA237237237237237237251252252AAAA2.73254254254AVAVAV2582583A4.2ALTARSERVERVESTING209VESTING /SACRISTY208MATCH EXISTINGA7.10152592592366'-11 1/2"6'-11 1/2"212212T.O. (E) GYPCRETE1MATCH (E) GYPCRETE111333333331A10.16PROVIDE PORTABLERAMP TO ACCESSSACTUARY41. MILLWORKER TO PROVIDE SHOP DRAWINGS AND CONTROL SAMPLES SHOWING COMPLETE FINISH APPEARANCE FOR ALLSTANDARD AND CUSTOM FINISHES, AND OBTAIN APPROVAL PRIOR TO COMMENCING FABRICATION. FIELD VERIFY ALLCONDITIONS, AND DIMENSIONS, AFTER WALLS HAVE BEEN ERECTED.2. INTERIOR SURFACES OF PLAM CABINET TO BE WHITE MELAMINE; AT WOOD CABINETS BLACK MELAMINE. BACKER SHEET ISREQUIRED AT ALL CONCEALED SURFACES, UNO.3. PROVIDE AND COORDINATE SETTING OF BLOCKING AS REQUIRED FOR MOUNTING CLEATS, SHELF STANDARDS AND ALLWALL MOUNTED MILLWORK.4. REQUEST CLARIFICATION FROM ARCHITECT FOR BLOCKING LOCATIONS AT OWNER'S ARTWORK PER ELEVATIONS.5. PROVIDE CONCEALED CABINET HINGES AND CATCHES TO ACCOMMODATE EACH CABINET DOOR SIZE.6. ALL MDF SHALL BE 3/4" HIGH DENSITY, UNLESS NOTED OTHERWISE.7. ALL STANDARDS, BRACKETS AND ACCESSORIES TO BE KNAPE AND VOGT, HEAVY DUTY DOUBLE SLOT, WHITE FINISH.LOCATE STANDARDS AT STUDS WHERE POSSIBLE, OTHERWISE PROVIDE BLOCKING IN WALL.8. ALL CASEWORK DOORS AND DRAWERS TO HAVE 4" WIRE PULLS WITH DARK BRONZE FINISH, UNO.9. CASEWORK DESIGN TO BE FLUSH OVERLAY UNO.10. ALL DRAWERS SHALL BE ON FULL EXTENSION SLIDES, RATED FOR 100 LBS OR MORE.11. ALL SHELVES TO BE 3/4" HIGH DENSITY MDF WITH WHITE MELAMINE FINISH AND WHITE VINYL "T" EDGE ON K&V (#333 ZC)SUPPORTS UNLESS NOTED OTHERWISE ON PLAN.12. TYPICAL DRAWER CONSTRUCTION IS AS FOLLOWS: FACE- PLASTIC LAMINATE ON 3/4" MDF. SIDES, AND BACKS, ANDBOTTOMS- MELAMINE ON 1/2" MDF.13. THE QUIALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE SHALL APPLY AND BY REFERENCE ARE HEREBYMADE A PART OF THIS SPECIFICATION. ALL PLASTIC LAMINATE WORK SHALL BE AWI CUSTOM GRADE AS DEFINED IN THELATEST EDITION OF THE AWI STANDARDS. ALL WOOD OR VENEER WORK SHALL BE AWI PREMIUM GRADE AS DEFINED INTHE LASTEST EDITION OF THE AWI STANDARDS.14. MILLWORKER SHALL BE RESPONSIBLE FOR COORDINATING OPENINGS FOR ANY APPLIANCES WITH THE APPLIANCESUPPLIER.15. ALL EDGES OF RUNNING TRIM TO BE EASED TO 1/16" RADIUS.16. REFER TO MILLWORK DETAILS ON SHEET A802.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:43 AMA2.6PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1SANCTUARY LEVEL CONSTRUCTION PLANCONSTRUCTION KEYNOTES204 FRAME CHASE FOR HVAC DUCTWORK. PROVIDE CAST BRASS DECORATIVE RETURN GRILLE. RE: INT. ELEVS, AND MECH.205 CUSTOM MILLWORK CONFESSIONAL. RE: INTERIOR ELEVATIONS AND DETAILS.206 INFILL FLOOR CONSTRUCTION, RE: STRUC.208 NEW WD FRAMED STEPS, RE: DETAIL. REFER TO HVAC PLANS FOR SUPPLY DUCTWORK BELOW SANCTUARY FLOOR.209 REMOVE, REPAIR, REINSTALL HISTORIC WD BEADBOARD WAINSCOT. CAP RAIL TO REMAIN. COORD. PEW ATTACHMENTTO WALLS.210 STAINED WD WINDOW FRAMES WITH DECORATIVE LEADED GLASS AND DECORATIVE STAINED WOOD TRIM.211 STAINED WD WALL CAP. MATCH EXISTING PROFILE IF UNABLE TO SALVAGE FROM EXISTING.212 LITURGICAL ELEMENTS BY OWNER.213 3CM GRANITE COUNTER TOP W. CUSTOM WOOD BASE CABIENTS AND UPPER CABINETS.214 8'-8" HIGH PREMIUM-GRADE WOOD CABINETS. RE: INTERIOR ELEVS.215 SINK, RE: PLUMB234 RECONSTRUCT UPPER FLIGHT OF STAIR, RE: STRUC. REFER TO ALTERNATE E FOR FINISHES.236 SANCTUARY PLATFORM: TILE FLOORING ON CEMENT BOARD, OVER T&G PLYWD SUBFLOOR, ON 2X JOISTS @ 12" OC. RE:STRUC DWGS. ** PROVIDE SEPARATE LINE ITEM PRICING FOR UNCOUPLING MATTE BELOW ALL FLOOR TILE LOCATIONS.**237 STRIP, SAND & REFINISH (E) WDW FRAMES AND WDW SASHES, INSIDE AND OUT AND DOOR CASING/TRIM. REPLACENON-HISTORIC HDWARE W. ACCURATE HDWARE, TYP.238 NEW STORM WDWS ON EXTERIOR OF ALL WINDOWS, BOTH LEVELS.239 REMOVE SACRISTY DOORS AND FRAMES. MODIFY R.O. TALLER TO ACCOMODATE HIGHER FLOOR LEVEL.240 PROVIDE AND INSTALL NEW 3/8" INTERIOR GLASS PANE FOR ENERGY EFFICIENCY AT ROUND WDW. STAINED WDREMOVEABLE STOP.245 INFILL EXISTING WINDOW ARCH AT STAIR LANDING WITH WOOD BEAD BOARD. MATCH EXISTING WAINSCOT MATERIAL.248 NEW PLYWOOD SUBFLOOR IN THIS AREA TO MATCH EXISTING DEPTH. ADD LEVELING COMPOUND AS REQUIRED TOACHIEVE LEVEL TRANSITION WITH NEW FINISHES IN AISLES. COORDINATE WITH DEMOLITION PLANS AND MECHANICALDRAWINGS FOR SCOPE IN THIS AREA.249 MODIFY EXISTING REREDOS AND HIGH ALTAR. RE: DETAILS. REPAINTING BY OWNER'S VENDOR.250 NEW ALTAR, RE: DETAILS. PAINTING BY OWNER'S VENDOR.251 EXISTING ENTRY CANOPY TO REMAIN.252 STAINED WOOD CASED OPENING254 PROVIDE APPROX 3/8" LEVELING COMPOUND UNDER PEW AREA TO ACHIEVE LEVEL TRANSITION WITH NEW TILE FINISHESIN AISLES. COORDINATE WITH FINISH PLANS.257 EXISTING SIDE ALTAR TO BE REMOVED AND PROTECTED DURING CONSTRUCTION BY GC. REFURBISHING SCOPE BY GCINCLUDES REMOVAL OF EXISTING TOP AND REPLACE WITH 1-1/4" PAINT GRADE WOOD. REPAINT ENTIRE BASE & SHELVESBY OWNER'S VENDOR. COLOR SCHEME IS TBD.258 REPAINT WINDOW TRIM (2 TOTAL) BY OWNER'S VENDOR.259 PROVIDE NEW SAND TEXTURE FINISH TO MATCH EXISTING ADJACENT WALLS.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17GENERAL CONSTRUCTION NOTESSEE SHEET A2.5MILLWORK GENERAL NOTES1134
DNC891A4.11A4.2ORGANCHAMBER301OPEN TONAVE BELOWOPEN TOBELOWORGANEABDOPEN TOBELOWBALCONY303301225224223243CHOIRLOFT302STAIR3043A7.1126'-0"13'-0"13'-0"3'-4"4'-2 1/2"4'-2 1/2"1'-3"1'-3"4'-2 1/2"4'-2 1/2"3'-4"3'-4" 4'-2 1/2"1A7.114'-6"302OPEN TOBELOWAAAAA7.10925525610"C891A4.11A4.2BD230227227229228247253ALTERNATE BC78BDA8.44321NARTHEX204BCCAA204B204A2042062102103'-8" 1'-9"2'-7"4'-6"7 1/4"ALIGN4'-5"8'-4"8'-4"4'-5"204EL.= 112'-10 1/2"ALIGNALIGN2'-3"6'-1"6'-1"2'-3"EQ.EQ.EQ.EQ.EQEQ3"1'-0"5 1/2"2'-0"5 1/2"1'-0"3"EQEQA10.18A10.19A7.1110A8.318CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:46:58 AMA2.7PROPOSEDCONSTRUCTIONPLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED CHOIR LOFTCONSTRUCTION PLAN 3/16" = 1'-0"2PROPOSED BELFRY LEVELCONSTRUCTION PLANCONSTRUCTION KEYNOTES204 FRAME CHASE FOR HVAC DUCTWORK. PROVIDE CAST BRASS DECORATIVE RETURN GRILLE. RE: INT.ELEVS, AND MECH.206 INFILL FLOOR CONSTRUCTION, RE: STRUC.207 NEW CARVED WOOD ALTAR RAIL. RE: DETAIL.208 NEW WD FRAMED STEPS, RE: DETAIL. REFER TO HVAC PLANS FOR SUPPLY DUCTWORK BELOWSANCTUARY FLOOR.209 REMOVE, REPAIR, REINSTALL HISTORIC WD BEADBOARD WAINSCOT. CAP RAIL TO REMAIN. COORD.PEW ATTACHMENT TO WALLS.210 STAINED WD WINDOW FRAMES WITH DECORATIVE LEADED GLASS AND DECORATIVE STAINED WOODTRIM.211 STAINED WD WALL CAP. MATCH EXISTING PROFILE IF UNABLE TO SALVAGE FROM EXISTING.212 LITURGICAL ELEMENTS BY OWNER.213 3CM GRANITE COUNTER TOP W. CUSTOM WOOD BASE CABIENTS AND UPPER CABINETS.214 8'-8" HIGH PREMIUM-GRADE WOOD CABINETS. RE: INTERIOR ELEVS.215 SINK, RE: PLUMB223 STAINED WOOD RAILING. MATCH HISTORIC RAILING AT CHOIR LOFT.224 NEW STEEL LADDER TO BELFRY LEVEL ABOVE, PAINT.225 REUSE HISTORIC WOOD RAILING SALVAGED FROM EXISTING CHOIR LOFT.227 (2) REFURBISHED BELLS PURCHASED BY OWNER. GC TO COORD REQM'TS FOR HOISTING ANDPLACEMENT. REFER TO ALTERNATE B.228 CEILING ACCESS HATCH.229 3' X 3' ACCESS TO ATTIC.230 (E) BELL TO BE CLEANED AND REFURBISHED BY OWNER'S VENDOR. INCLUDE ELEC SCOPE FORNEW MECHANICAL RINGING SYSTEM.236 SANCTUARY PLATFORM: TILE FLOORING ON CEMENT BOARD, OVER T&G PLYWD SUBFLOOR, ON 2XJOISTS @ 12" OC. RE: STRUC DWGS. ** PROVIDE SEPARATE LINE ITEM PRICING FOR UNCOUPLINGMATTE BELOW ALL FLOOR TILE LOCATIONS. **237 STRIP, SAND & REFINISH (E) WDW FRAMES AND WDW SASHES, INSIDE AND OUT AND DOORCASING/TRIM. REPLACE NON-HISTORIC HDWARE W. ACCURATE HDWARE, TYP.238 NEW STORM WDWS ON EXTERIOR OF ALL WINDOWS, BOTH LEVELS.239 REMOVE SACRISTY DOORS AND FRAMES. MODIFY R.O. TALLER TO ACCOMODATE HIGHER FLOORLEVEL.240 PROVIDE AND INSTALL NEW 3/8" INTERIOR GLASS PANE FOR ENERGY EFFICIENCY AT ROUND WDW.STAINED WD REMOVEABLE STOP.243 ORGAN TO BE REASSEMBLED BY OWNER'S VENDOR.245 INFILL EXISTING WINDOW ARCH AT STAIR LANDING WITH WOOD BEAD BOARD. MATCH EXISTINGWAINSCOT MATERIAL.247 MECHANICAL DUCTWORK, RE: MECH253 INFILL EXISTING ATTIC ACCESS.255 WALL MOUNTED WOOD HANDRAIL.256 HANDRAIL WITH WOOD BALLUSTERS. 3/8" = 1'-0"3ENLARGED NARTHEXCONSTRUCTION PLANISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"CCHOIR LOFT LEVEL122'-4 1/2"EABDEXIST. BELFRY LEVEL136'-3 1/2"METAL RAILING TO BE MODIFIED, EA. SIDEBRICK COLUMN TO REMAINPORCH ROOF TO REMAINSTONE BASE TO REMAINDOUBLE HUNG WOOD WINDOWSDECORATIVE BRICK HEADERBRICK ELEVATOR TOWERAND LINK ADDED IN 1995STATUE NICHE IN WOOD FRAMEFIXED DECORATIVE ROSEETTEWOOD WINDOWBELFRY DETAIL NOT SHOWNDOUBLE HUNG WOOD WINDOWSBOT. CONC STEP TOBE REMOVED EA. SIDECHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:01 AMA3.1EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING NORTH ELEVATIONISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"123456789CHOIR LOFT LEVEL122'-4 1/2"EXIST. BELFRY LEVEL136'-3 1/2"CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.1/12/2017 1:03:09 PMA3.2EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING WEST ELEVATIONBRCIK ELEVATOR TOWERAND LINK ADDED IN 1995DOUBLE HUNG WOOD WINDOWSPORCH ROOF TOREMAINBRICK COLUMN TO REMAINCONCRETE STEPS TO REMAINSTONE BASE TO REMAINMTL HANDRAILS TO REMAINWOOD DOOR TO REMAINISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17BOTTOM CONC. STEP TOBE REMOVED. SIDEWALK TOBE RE-GRADED.
MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"CCHOIR LOFT LEVEL122'-4 1/2"EABDEXIST. BELFRY LEVEL136'-3 1/2"EXISTING LIGHT FIXTURETO BE REMAIN, REPLACEMENTPENDING HPC APPROVALCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:04 AMA3.3EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING SOUTH ELEVATIONISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"123456789CHOIR LOFT LEVEL122'-4 1/2"EXIST. BELFRY LEVEL136'-3 1/2"PORCH ROOF TOREMAINBRICK COLUMN TO REMAINCONCRETE STEPS TOREMAINSTONE BASE TO REMAINMTL HANDRAILS TOBE REMOVEDDOUBLE HUNG WOOD WINDOWSBELFRY DETAIL NOT SHOWNBOTTOM CONC STEP TOBE REMOVED.SIDEWALK TO BE RE-GRADEDCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:19 AMA3.4EXISTINGEXTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1EXISTING EAST ELEVATIONISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
HISTORIC CIRCULAR WINDOW
HISTORIC STAINED GLASS WINDOW
PROPOSED PORCH DESIGN IS CONTINGENT
UPON HPC APPROVAL
EXISITNG CANOPY TO REMAIN W/ PROPOSED
PORCH DESIGN (CONTINGENT UPON HPC
APPROVAL)
EXISTING BENCH TO BE REMOVED IN PROPOSED
DESIGN
A3.10
1 Sim
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:04:38 AMA3.5
1511
PROPOSED
EXTERIOR
ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 3/16" = 1'-0"1 PROPOSED NORTH ELEVATION
ISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
PROPOSED PORCH DESIGN IS CONTINGENT
UPON HPC APPROVAL
EXISITNG CANOPY TO REMAIN W/ PROPOSED
PORCH DESIGN (CONTINGENT UPON HPC
APPROVAL)
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:04:47 AMA3.6
1511
PROPOSED
EXTERIOR
ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 3/16" = 1'-0"
1 PROPOSED WEST ELEVATION
ISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
EXISTING CHURCHEXISTING PAD UNDER
TRASH TO BE LEVELED;
REF. CIVIL
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:04:49 AMA3.7
1511
PROPOSED
EXTERIOR
ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
3/16" = 1'-0"1 PROPOSED ALLEY ELEV.
PROPOSED PORCH DESIGN IS CONTINGENT
UPON HPC APPROVAL
EXISITNG CANOPY TO REMAIN W/ PROPOSED
PORCH DESIGN (CONTINGENT UPON HPC
APPROVAL)
EXISTING CHURCH TO REMAIN
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:05:01 AMA3.8
1511
PROPOSED
EXTERIOR
ELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, CO 3/16" = 1'-0"1 PROPOSED EAST ELEVATION
ISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
EXISTING EMPLOYEE HOUSING BEYOND EXISTING RECTORY BEYOND
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:05:13 AMA3.9
1511
PROPOSED SITE
ELEVATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
1/8" = 1'-0"
1 PROPOSED MAIN STREET ELEVATION
HISTORIC CIRCULAR WINDOW
EXISTING CANOPY ROOF TO REMAIN
PROPERTY LINE; CHURCH HAS REVOCABLE
ENCROACHMENT LICENSE AND THE PORCH IS
APPROVED BY CITY OF ASPEN ENGINEERING
DEPARTMENT
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 11:05:15 AMA3.10
1511
PROPOSED
ENTRY
ELEVATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COISSUE: DATE:
100% DD 10/11/16
PERMIT DRAWINGS 01/12/17
100% CD 02/15/17
1/2" = 1'-0"1 ENTRY NORTH
1/2" = 1'-0"2 ENTRY CANOPY EAST ELEVATION
MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"1234567892A4.21A4.2HALLWAY111NAVE206SANCTUARY207NARTHEX204STOR202ENTRY100CHOIR LOFT LEVEL122'-4 1/2"ORGANCHAMBER301A7.102CRAWLSPACECRAWLSPACEEXIST. BELFRY LEVEL136'-3 1/2"EXISTING TRUSS PACKS IN ATTICNEW WD TRIM AT COFFERED CEILING, RE: DETAILSRECESSED SLOT FOR CONCEALED LIGHT FIXTURENEW CEILINGRECONSTRUCT CURVED SANCTUARY ARCH, RE: 1/A4.2 FOR DETAILSNEW MOTORIZED PROJECTOR SCREEN. TYP OF 2DEMO AND RECONSTRUCT CURVED CEILING, 3 SIDESPROVIDE LEVEL 5 FINISH, PRIMED, W/ BASE COATHIGH ALTAR TO BE DISASSEMBLED, PROTECTED, AND RE-INSTALLED.RE: 1/A9.2NEW PLATFORM FRAMING,RE: STRUCINFILL WALL WHERE DOOR WAS REMOVED.MATCH ADJACENT SURFACESEXTEND LANDING, RE: PLANEXISTING BELL TO BEREFURBISHED BY OWNERALTERNATE B(2) NEW BELLS BY OWNER. GC TOCOORDINATE REQUIREMENTSFOR HOISTING AND PLACEMENTNEW CHOIR LOFT ,RE: STRUC & FLOOR PLANSINFILL FRAMING ABOVE ENTRYRE: STRUCT.EXISTING PORCH ROOFTO REMAINPROVIDE NEW R-60 INSULATION THROUGHOUTENTIRE ATTIC SPACE ABOVE CEILING AIR BARRIER.INCLUDING NAVE, SANCTUARY, AND SACRISTIESR-60 INSULATION AT BELFRY. VERTICALSURFACE APPLICATION TBD. PROVIDECONTINUOUS AIR BARRIER11'-10"A7.106A7.1013MECH GRILLE,RE: MECHMECH DUCTWORK,RE: MECHA7.119A7.105MECH DUCTWORK, RE: MECHSLOPED DRYWALLA7.1010OPEN TOBEYONDLINE OF EXISTING CURVED CEILINGCRITICAL DIM5'-1 3/4"4'-0"NEW CURVED CEILING HEIGHT AT THIS POINTIS CRITICAL TO ACCOMODATE LITURGICAL ELEMENTR 8'-6"SIMA7.1014A7.1011O.H.O.H.3A4.2NEW GYP BD CEILINGELEMENTS, RE: CEILINGPLANSA7.1016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:24 AMA4.1BUILDINGSECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1BUILDING SECTION - FACING EASTISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"C1A4.1CHOIR LOFT LEVEL122'-4 1/2"EABDNAVE206MEETINGRM104HALLWAY111MEN116OFFICE113CRAWLSPACECRAWLSPACEA7.103A7.101A7.104REFRAME SANCTUARY ARCHW/ NEW PROFILE AS SHOWNSTATUE SURROUNDS BY OWNER VENDORMAINTAIN HISTORIC WOOD TRIM AT DOORSAND WINDOWSROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSMECH DUCTWORK SHOWN DASHED,RE: MECH11'-6"9'-6 3/4"1'-6"12'-1 7/8"9"4MAIN LEVEL100'-0"SANCTUARY LEVEL112'-10 1/2"C1A4.1CHOIR LOFT LEVEL122'-4 1/2"EABDENTRY100STAIR203STAIR201CRAWLSPACESTOR202BALCONY303STOR121MODIFY EXISTING CEILINGTO ACCOMODATE NEWDOOR TO CHOIR LOFTNEW 42" WOOD GUARDRAILAND OPEN BALUSTERSSIM TO CHOIR LOFT RAILINGNEW INFILL FRAMING ATBELFRY LEVEL, RE: STRUCNEW CEILINGNEW GYP. BD. SHAFTENCLOSURE FOR HVACDUCTWORKINSTALL (2) HISTORIC FXITURESFROM CHURCHNEW STAIR AND HANDRAILNEW FLOOR STRUC, RE: STRUCNEW FIN. ON EXISTING STAIRFINISH AND PROTECT UNDERSIDEOF STAIR AS STORAGE SPACE,(2) LA OF GYP. BD.A7.108A7.112A7.113(E) WD WAINSCOT TO REMAINNEW WALL MNT'D STAINEDWD HANDRAIL. RETURN TO WALLATTIC ACCESS DOOR,PAINTED PLYWD W/ LOCKABLECLASP(2) LA. 5/8" TYPE X GYP.BD AT UNDERSIDE OFSTAIRS(2) LA. 5/8" TYPE X GYP.BD AT UNDERSIDE OFSTAIRSROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECS16 R @ 6.7" EA.9'-0"15 TR @ 11" EA.13'-10"1A10.1644CEABDSANCTUARY20719'-6"R 13'-0 1/2"FLAT3'-9"1'-10 1/2"WD TRIM AT SANCTUARY ARCH BEYONDOUTLINE OF ALTAR & REREDOSCURVED FRAMED CEIILNG WITHBATT INSULATION OVER SPRAYAPPLIED INSULATION (R-60 TOTAL)THROUGHOUT ENTIRE ATTIC SPACE,RE: SPECS.NEW RAISED PLATFORMPER STRUC DWGSATTICATTICALTARSERVERVESTING209VESTING /SACRISTY2081CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:46 AMA4.2BUILDINGSECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"2BUILDING SECTION - FACING SOUTH 3/16" = 1'-0"1BUILDING SECTION - FACING SOUTHISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17 3/16" = 1'-0"3BUILDING SECTION - LOOKING NORTH134
TA-1 SEMI RECESSED TOILET TISSUE DISPENSOR BOBRICK B-3888TA-2 42" GRAB BAR BOBRICK B-5806 X 42TA-3 RECESSED SANITARY NAPKIN DISPOSAL BOBRICK B-353TA-4 PARTITION MNTD DUAL SANITARY NAPKIN DISPOSAL BOBRICK B-354TA-5 PARTITION MNTD DUAL TOILET TISSUE DISPENSOR BOBRICK B-386TA-6 36" GRAB BAR BOBRICK B-5806 X 36TA-7 MIRROR, POLISHED EDGES, FRAMELESS BOBRICK B-290TA-8 SEMI RECESSED PAPER TOWEL DISPENSOR BOBRICK B-359TA-9 RECESSED BABY CHANGING STATION BOBRICK KB110TA-10 18" GRAB BAR BOBRICK B-5806 X 18TA-11 VENEER PLYWOOD PARTITIONTOILET ACCESSORIES SCHEDULEMEN116WOMEN110A6.18976A6.152341'-7" EQ EQ5'-0" CLR.6'-10 3/8"5'-0" CLR 3'-1" 3'-1"7'-1 3/4" 5'-0" CLR.11'-3"2'-1 1/2" 3'-6" 3'-6" 2'-1 1/2"1'-3" 2'-6" 1'-3"TA-7TA-6TA-2TA-5TA-4TA-10TA-1TA-3TA-9TA-8TA-8TA-10TA-1TA-2TA-6TA-8TA-7TA-9TA-11TA-11TA-9PARTITION PER PLAN, RE: ELEVATIONSFOR MIRRORSMOUNT OUTLETS 4" ABOVE COUNTERTOPTO BOT OF COVER PLATE. RE: ELEC.BACKSPLASH TRIM AT SIDES AND BACK.PROVIDE SEALANT WHERE MEETS TILE.SINK, RE: SPECS.COUNTERTOP, RE: FINISH SCHEDREMOVEABLE WD APRONPER ADA CLEARANCESPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.NOTE BACKERBOARD AND TILE WALLFINISH, PER ELEVATIONS2'-10" TO RIM OF SINK4"2"2"10 1/2"2"1 7/8"1'-6"9"MAX6" 3" 10"3'-10"A6.110RE: TILE ELEVATIONFOR PATTERN & HEIGHT4'-3"PARTITION ASSCHEDULED2'-10"1'-7"RE: TILE ELEVATIONFOR PATTERN & HEIGHT2'-10"1'-7"3'-4"2'-9"10A6.1WALL SCONCE, RE: ELERE: TILE ELEVATIONFOR PATTERN & HEIGHTREMOVEABLEARPON WD PANEL2'-10"TILE T-93'-4"3'-10"10A6.1RE: TILE ELEVATIONFOR PATTERN & HEIGHTPARTITION AS SCHEDULEDREMOVEABLEAPRON WD PANEL2'-10"1'-3"1'-3" 2'-6"TILE T-93'-4"RE: TILE ELEVATIONFOR PATTERN & HEIGHT2'-10"1'-7"MAX1'-5"3'-3"A6.110RE: TILE ELEVATIONFOR PATTERN & HEIGHT2'-10"RE: TILE ELEVATIONFOR PATTERN &HEIGHT2'-10"T-8T-6T-5T-36'-0 3/8"T-2T-4T-7CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:49 AMA6.1ENLARGEDFLOOR PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"1ENLARGED RESTROOM PLAN 1" = 1'-0"10SECTION AT LAVATORY 1/4" = 1'-0"2WEST ELEVATIONWOMEN 110 1/4" = 1'-0"3NORTH ELEVATIONWOMEN 110 1/4" = 1'-0"4EAST ELEVATIONWOMEN 110 1/4" = 1'-0"5SOUTH ELEVATIONWOMEN 110 1/4" = 1'-0"7WEST ELEVATIONMEN 116 1/4" = 1'-0"8WEST ELEVATIONMEN 116 1/4" = 1'-0"9NORTH ELEVATIONMEN 116 1/4" = 1'-0"6SOUTH ELEVATIONMEN 116ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/1711ENLARGED TILE ELEVATION333344
C1234567892A4.21A4.11A4.2EABDMEETINGRM101STOR122MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105MEETINGRM106MEETINGRM107HALLWAY111KITCHEN109CONF RM112WOMEN110HALLWAY111OFFICE113MEN116OFFICE114HALL115HALL117OFFICE119RECEPT118ENTRY100VEST.120EL.= 10'-11"EL.= 9'-0"EL.= 9'-0"EL.= 9'-0"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 10'-11"EL.= 8'-0"EL.= 7'-6"EL.= 8'-0"EL.= 8'-0"SLOPE DSLOPEDEL.= 9'-0"306306306306306305305305305304301303306301301301301301301301301301302301302301307328100EL.= 11'-9"EL.= 10'-4"EL.= 10'-11"EL.= 11'-9"EL.= 11'-9"EL.= 10'-4"EL.= 10'-4"EL.= 10'-4"SLOPEDSLOPED303330EXISTING LIGHT FIXTURE TOREMAIN, REPLACEMENT PENDINGHPC APPROVALEXISTING LIGHT FIXTURE TO REMAIN,REPLACEMENT PENDING HPC APPROVAL1'-0"EQ.EQ.ALIGNRCP GENERAL NOTES1. LIGHTING LOCATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER CEILING AND PLENUM MOUNTEDITEMS. REFER TO ENGINEERING PLANS FOR FINAL LIGHTING LAYOUT.2. CONTRACTOR TO NOTIFY ARCHITECT OF ANY ABOVE-CEILING CONFLICTS WHICH IMPACT LIGHTINGLAYOUT OR CEILING CONSTRUCTION PRIOR TO BEGINNING WORK.3. CONTRACTOR TO VERIFY QUANTITIES OF FIXTURES AND DEVICES AND NOTIFY ARCHITECT/ENGINEEROF ANY DISCREPANCIES BETWEEN DRAWINGS AND REQUIRED SCOPE.4. AT ACOUSTICAL TILE CEILINGS, DOWNLIGHTS, SPRINKLERS, AND OTHER DEVICES SHALL BE IN THECENTER OF TILE UNLESS NOTED OTHERWISE.5. PRIOR TO FABRICATION OF SHEET METAL DUCTWORK, CONTRACTOR SHALL INSPECT EXISTING ANDPROPOSED NEW CONSTRUCTION AND CONFIRM FEASIBILITY OF ROUTING DUCTOWRK AS SHOWNON PLANS. NOTIFY ARCHITECT OF ANY CONFICTS.6. ANY EXISTING HVAC SUPPLY OR RETURN AIR DEVICES SHALL BE REMOVED, CLEANED ANDREINSTALLED. IF BEYOND REPAIR, THEY SHALL BE REPLACED WITH NEW.7. CONTRACTOR TO TEST AND BALANCE HVAC SYSTEM PER REQUIREMENTS NOTED IN MECHANICALDRAWINGS.8. PRIOR TO ROUGH-IN, CONFIRM WITH ARCHITECT FINAL LOCATIONS OF THERMOSTATS, FIRE ALARMS,OCCUPANCY SENSORS, AND ANY OTHER MINOR DEVICES LOCATED IN ANY PUBLIC SPACES.9. SMOKE DETECTORS, ALARMS, AND STROBES SHALL MEET ALL APPLICABLE LOCAL BUILDING CODES,FIRE CODES, AND ADA GUIDELINES. PROVIDE WHITE DEVICES AT ALL LOCATIONS.10. SWITCH PLATES AND OUTLETS SHALL MATCH BUILDING STANDARD. CONTRACTOR SHALL SUBMITINFORMATION ON COVERPLATE MATERIAL TO ARCHITECT FOR APPROVAL.11. LOCATE SPRINKLER HEADS AS REQUIRED BY NEW PARTITION LAYOUT AND NEW CEILINGS. PROVIDECOMPLETE ENGINEERED SHOP DRAWINGS FIRST FOR REVIEW BY ARCHITECT, AND THEN FORAPPROVAL BY LOCAL AUTHORITIES. SPECIAL CARE SHALL BE TAKEN AT NAVE AND SANCTUARYCEILING AREAS TO LOCATE HEADS IN MINIMALLY VISIBLE LOCATIONS.12. LOCATE EXIT SIGNS PER LAYOUT, PER CODE REQUIREMENTS, AND BUILDING DEPARTMENTREQUIREMENTS. REFER TO ELECTRICAL DRAWINGS.13. ENTIRE NAVE AND SANCTUARY CEILING IS TO BE CAREFULLY REMOVED. FRAMING MEMBERSBETWEEN TRUSSES SHALL BE EVALUATED AND CONSIDERED FOR POSSIBLE REUSE. OTHERWISEASSUME NEW FRAMING AS SHOWN ON CEILING DETAILS, AND STRUCTURAL DRAWINGS.14. PROVIDE CONTINUOUS AIR BARRIER AT CEILING THROUHGOUT ENTIRE ATTIC SPACE TO MINIMIZEEXFILTRATION OF CONDITIONED AIR. ALL PENETRATIONS IN EXISTING AND NEW CEILINGS SHALL BESEALED, INCLUDING LIGHT FIXTURES, J-BOXES, HVAC PENETRATIONS, ETC. DUCTWORK IN ATTICSHALL BE SEALED AND INSULATED.15. PROVIDE NEW R-60 INSULATION THROUGHOUT ENTIRE ATTIC SPACE ABOVE CEILING AIR BARRIER.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:33 AMA7.1REFLECTEDCEILING PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"1PROPOSED REFLECTED CEILING PLANMAIN LEVELRCP KEYNOTES301 (E) PLASTER / GYP. BD. CEILING TO REMAIN THIS AREA.302 (E) LIGHTING TO REMAIN THIS AREA.303 NEW LIGHTING FOR DISPLAY CASE.304 NEW ROLL DOWN SECURITY GRILL.305 NEW GYP. BD. CEILING TO MATCH EXISTING.306 PATCH AND REPAIR EXISTING GYP. BD. CEILING WHERE (E) WALLS HAVE BEENREMOVED. NEW TEXTURE ON CLG FOR SEAMLESS APPEARANCE.307 AIR CURTAIN PER MECH DWG.328 (E) PORCH ROOF.330 (E) GYP. BD. HEADER AT FOLDING PARTITION, TYP.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
C1234567892A4.21A4.11A4.2EABD2A7.104A7.103A7.10STAIR201STAIR203STOR202NAVE206SANCTUARY207ORGANCHAMBER301VEST2055A7.106A7.10308309309310310311311312313318312317319321321321321322322323316329329329329329329329329329329301301319319319319319319319319319329319319319319319329A7.1071A7.10EL.= 16'-9"EL.= 16'-9"EL.= 25'-9 1/2"EL.= 12'-2"EL.= 12'-2"SLOPESLOPE3193197'-1 1/2"30110A7.106A7.10*** GC TO COORDINATEFINISHED CEILING HEIGHT ATTHIS LOCATION TOACCOMODATE HEIGHTOF LITURGICAL ELEMENT. RE:SECTION5'-1 3/4"TYP.1'-6"3313313333333123123123323A4.2PT-4, TYPPT-4, TYPPT-5, TYPPRIMED ONLY, TYPPT-4, TYPPT-7SANCTUARYARCH, PT-8ALTERNATE A3ALTERNATE A3PRIMED ONLY, TYP10A7.111111A10.1633C891A4.11A4.2BDOPEN TOABOVEOPEN TOABOVEOPEN TOABOVEOPEN TOABOVENARTHEX204EL.= 8'-5"312325326326312EL.= 8'-5"1'-6"1'-6"1'-6"1'-6"4A7.1110A10.11A10.16CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.4/27/2017 10:31:18 AMA7.2REFLECTEDCEILING PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO2PROPOSED REFLECTED CEILING PLANSANCTUARY LEVEL1PROPOSED REF. CEILING PLANAT NARTHEXRCP KEYNOTES301 (E) PLASTER / GYP. BD. CEILING TO REMAIN THIS AREA.308 NEW GYP. BD. COVE CEILING TRANSITION, TYP.309 MILLWORK BEAMS AND COFFER DETAILS310 CUSTOM PENDANT FIXTURE, TYP. OF 10. G.C. ALLOWANCE OF $3500 TO ELEC CONTRACTOR. GCTO INCLUDE COSTS FOR FULL MOCK-UP FIXTURE FOR OWNER AND ARCHITECT REVIEW.311 CUSTOM SEMI-PENDANT FLUSH FIXTURE, TYP OF 2. G.C. ALLOWANCE OF $1800 TO ELEC.CONTRACTOR.312 WOOD CROWN MOLDING, PAINT.313 RECONSTRUCT SANCTUARY ARCH, RE: ELEV.316 2" PAINTED WOOD CEILING TRIM.317 RECONSTRUCT CURVED CEILING, 3 SIDES.318 SLOT IN DRYWALL FOR PROJECTOR SCREEN, TYP. OF 2.319 NEW GYP. BD. CEILING. REFER TO ALTERNATE A1321 RECESSED SLOT TO CONCEAL LIGHT FIXTURES, TYP OF 12.322 RELOCATED HISTORIC FIXTURES FROM CHURCH, TYP. OF 2323 EXANDED OPENING IN EXISTING WALL FOR ORGAN CHAMBER.325 1" PAINTED WOOD TRIM.326 CASED WOOD OPENING.329 1/2" NOVAWALL ACOUSTIC SURFACE.331 ACCESS HATCH. COORD SIZE & LOCATION WITH MECH.332 RECESSED EMERGENCY FIXTURE, RE: ELEC.333 MECHANICAL SLOT DIFFUSER, RE: MECH.ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/1713
DIFFUSER BOX, RE: MECH.CONT. SLOT FOR AIRFLOW,RE: HVACRIGID FOAM EXTRUSIONROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSACOUSTIC PANEL,RE: SPECSRECESSED LIGHTFIXTURE, RE: ELEC9"1'-6"9"2 1/2"2 1/2"2"(E) STL. ANGLE TRUSS,RE: STRUC(E) WD TRUSS PACK,RE: STRUCRIGID FOAM EXTRUSION,RE: SPECSRECESSED LIGHTFIXTURE, RE: ELEC2 1/2"2 1/2"2"EXISTING CEILINGSUBSTRATEACOUSTIC PANEL,RE: SPECS9" 9" 9" 9"ROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSDIFFUSER, RE: MECHRIGID FOAM EXTRUSION,RE: SPECSCURVED WALL/CEILINGTRANSITIONSTRIP LIGHT FIXTURE,RE: ELECEXISTING EXTERIOR WALLRIGID FOAM EXTRUSION,RE: SPECSELEVATION9"1'-6"4"R 2'-4"2 1/2"2 1/2"2"EXISTING CEILING SURFACEROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECSCURVED BEAM SUPPORTBEYONDAPPROX LINE OFORGAN PIPESACOUSTIC PANEL,RE: SPECS3 /4 "2 1 /2 "2 "9"9"9"9"EXISTING CEILINGSUBSTRATERIGID FOAM EXTRUSION,RE SPECSROXUL MINERAL WOOL INSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECS7 1/4"ORGAN CHAMBERCEILING - (2) LA 5/8" GYP.BD. W/ 1/2" PLYWDBETWEENCASED OPENINGROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE:SPECSRIGID FOAM EXTRUSION,RE: SPECSPLANE OF (E)CEILINGLIGHT FIXTURE,RE: ELEC - MOUNTAS CLOSE TO BEAMAS POSSIBLE(E) WD TRUSS PACK,RE: STRUCRIGID FOAM EXTRUSION,RE: SPECACOUSTICAL PANEL,RE: SPECRECESSED LIGHT FIXTURE,RE: ELEC9" 9" 9" 9"7"ROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE: SPECS9" 9"RIGID FOAM EXTRUSION,RE: SPECSPAINTED COFFER BYOWNER'S VENDOR9" 9"FAUX FINISH BYOWNER'S VENDORDIFFUSER, RE: MECHPT-5 BY GC, TYPPT-4 BY GC, TYPRE: FINISH SCHED.JOIST, RE: STRUCSTL. BEAM, RE: STRUC(E) WD JOIST, RE: STRUCGYP. BD. CEILING,RE: PLANRE: CLG PLANRE: CLG PLAN1'-1" 1'-1"PROVIDE SPINKLER HEADS ORNON-COMBUSTIBLEINSULATION IN COMBUSTABLECONCEALED SPACES PERNFPA 13 SECTION 8.5.1.2.35 1/2"STL CHANNEL, RE: STRUC9 1/4"4"1"10 3/4" +/- MATCH EXISTINGMATCH (E) WD CAPMATCH (E) WOOD RAILINGAND BALUSTERSCARPET, RE: FINISH SCHEDWD FLOOR,RE: FINISH SCHED5 1/2"10"MATCH (E) TRIMMATCH (E)WD TRIMA10.110SEMI-RECESSEDVIDEO CAMERA.3'-6"PLANRE:PLANRE:PLYWD OVER WOOD FRAMINGRE: STRUCRE: PLANRE: PLANFIELD TILE, RE: FINISH PLANACCENT NOSING,RE: FINISH PLANDUCTWORK & GRILLE, RE: MECHMORTAR BED1/4" CEMENT BOARDCAULK JOINT, TYP.ROXUL MINERAL WOOLINSULATION OVERSPRAY APPLIED INSUL,(R-60 TOTAL) RE:SPECSRIGID FOAM EXTRUSION,RE: SPECS1x4 WD TRIM, STAINRE: PLANCURVED SANCTUARY CEILINGWITH LEVEL 5 FINISH, PRIMEDWITH BASE COAT9"1'-2" 9" 9" 9"EXISTING CEILINGSURFACE3/8" RADDECORATIVE STENCIL BYOWNER'S VENDORPROVIDE NEW LEVEL 5FINISH, PRIMED WITHBASE COAT1/4" RADMATCH (E) SANDTEXTURE FINISHEXIST WALLRE: INT ELEVRE: INT ELEVACOUSTICAL PANEL,RE: SPECS2 1/2"2 1/2"2"NEW WALL, RE: PLANSCASED WD TRIMOPENING, STAIN1X WD TRIM,STAIN5/8" GYP. BD. ON MTL.STUD FURRING9"3"ADD 1/2" PLYWD &(1) LA. 5/8" GYP.BD.PLANRE:PLANRE:RE: PLANTILE, RE: FINISH PLANWD BASE, STAIN2 x 4 WD POSTS, STAINSOLID WD TOP, STAIN2 x 2 DECORATIVE WD ARCH, STAIN1/2"2 X 6 WD BASE, STAIN1-1/2" X 5" WD CAP, STAIN2 X 6 WD POSTS BEYOND, STAIN5 1/2"3 1/2"1/4"1/4"1/4"1/4"7"7 1/4"2"1 1/2"1/4" RADIUS, TYP.1'-2"3/4"TILE3/8" MORTAR BED1/4" BACKER BOARD(2) LA. 3/4" PLYWD,RE: STRUCCOORD W/ STRUC2'-7"DUCTWORK, RE: MECHWD STUD FRAMING,RE: STRUC1'-0 3/4"3/8" RAD1X4 WD TRIM, STAINDECORATIVE STENCIL BYOWNER'S VENDORPROVIDE NEW LEVEL 5FINISH, PRIMED WITHBASE COAT1/4" RADMATCH (E) SANDTEXTURE FINISHPROVIDE NEW LEVEL 5FINISH, PRIMED WITHBASE COAT1X4 WD TRIM, STAIN1X2 WD TRIM, STAIN1/4" X 1/4" GROOVE1X4 WD TRIM, STAINLINE OF ARCH ABOVERE: PLAN FOR WALL TYPE(E) WALL SHOWNSHADED1'-9 3/4" +/-1'-9 3/4" +/-MATCH EXISTING2'-6 3/4" +/-RE: FINISH SCHEDTRANSITION STRIP, RE: SPECSCARPET, RE: FINISH PLAN3/4" PLYWD, MATCH (E) HEIGHT2X WD FRAMING3/4" PLYWD SUBSTRATE1/4" BACKER BOARDTILE, RE: FINISH PLANCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:50 AMA7.10INTERIOR DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"1CEILING DETAIL @LONGITUDINAL BEAMS 1" = 1'-0"2CEILING DETAIL@ EXISTING TRUSS 1" = 1'-0"3CEILING DETAIL @ EXTERIOR WALL 1" = 1'-0"4CEILING DETAIL @ RIDGE 1" = 1'-0"5CEILING DETAILAT ORGAN CHAMBER 1" = 1'-0"6CEILING DETAIL@ EXISTING TRUSS 1" = 1'-0"7SOFFIT DETAIL @ INTERSECTIONLONGITUDINAL BEAMS 1" = 1'-0"8DETAIL AT EXIST FLOOR 1" = 1'-0"13SECTION AT CHOIR LOFT 1" = 1'-0"11SECTION AT SANCTUARY STEPSISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17 1" = 1'-0"10CEILING DETAIL@ SANCTUARY ARCH 1" = 1'-0"9JAMB DETAILAT ORGAN CHAMBER 1" = 1'-0"12SECTION AT ALTAR RAIL 1" = 1'-0"14RAISED FLOOR DETAIL 1" = 1'-0"15PLAN DETAIL AT ARCH 1 1/2" = 1'-0"16SECTION AT STEP111133444
2'-6"WALL BASE, RE: SCHED.WD FLOORING, RE: FINISH SCHED3/4" SOLID WOOD TOP, STAINMECH DUCT, RE: MECH1 1/2"EXIST WALL1X3 WD TRIM, STAIN3/4" QTR ROUND, STAINFLR FINISH OVER PLYWD, RE: FINISH SCHEDJOIST, RE: STRUCSTL. BEAM, RE: STRUCRE: PLAN FOR WALL TYPEWD TREAD, TYP.,RE: STRUCWD STRINGER, RE: STRUC(2) LA 5/8" TYPE 'X'GYP. BD. CEILING1'-1 3/4"3'-6"STEEL BEAM, RE: STRUCWD BALUSTER, SIM TO CHOIRLOFT1X WD TRIM, MATCH (E) AT CHOIR LOFTFLR FINISH, RE: FIN. SCHEDPLYWD, RE: STRUCWD BEADBOARD, STAIN1X WD TRIM, MATCH (E)1X6 WD TRIM, STAINGYP. BD. CEILING, RE: PLANS1X WD TRIM, STAIN,MATCH (E) WD DOOR TRIM2X WD FRAMING, RE: STRUCSHIM AS REQ'DCROWN MOULDING,RE: SPECS1/4"FIN. CLG.RE: PLANSHEADER.RE: PLANS1X WD TRIM, STAIN1/4"1X WD TRIM, STAIN,MATCH (E) WD DOOR TRIM1X WD TRIM, STAIN2X WD FRAMING, RE: STRUCSHIM AS REQ'DRE: PLANSGRANITE COUNTERTOPGYP. BD. ON 2X WDSTUD FRAMINGWALL CLEATEDGE OF TRIM BEYONDROLL DOWN GRILLE1X WD TRIM, STAIN1'-0"(2) GROMMETS1'-0"PLAM COUNTERTOP,RE: FINISH SCHED2X WD FRAMING, RE: STRUCGYP. BD.ROLL DOWN GRILLE1X WD TRIM, STAINMATCH (E) WD TRIMCOUNTER BELOW1X WD TRIM, STAIN,MATCH (E) WD DOOR TRIMROLLING GRILLE HOUSINGSHIM AS REQ'D1/4"FIN. CLG.RE: PLANSHEADER.RE: PLANS1X WD TRIM, STAINORGANCHAMBERBELFRYEXIST WD TIMBER5/8" GYP. BD.PLYWD OVERWD JOISTS, RE: STRUCRE: PLAN FOR WALL TYPER-60 INSULATIONR-60 INSULATION2X WD JOIST,RE: STRUCAIR BARRIERMECH DUCT,RE: MECH1X WD TRIM, STAIN1X4 WD TRIM, STAINCUSTOM MTL GRILLE,RE: MECH DWGS FORFREE AIR REQ.WALL TYPE, RE: PLANLEADED GLASS WINDOWOPP SIDEEQ. TONARTHEXCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:47 AMA7.11INTERIOR DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"1CHOIR LOFT HVAC SECTION 1" = 1'-0"2STAIR SECTION 1" = 1'-0"3RAILING SECTIONAT CHOIR LOFT 1 1/2" = 1'-0"4CASED OPENING - HEAD 1 1/2" = 1'-0"5CASED OPENING - JAMB 1 1/2" = 1'-0"6ADMIN COUNTER - SILL 1 1/2" = 1'-0"7ADMIN COUNTER - JAMB 1 1/2" = 1'-0"8ADMIN COUNTER - HEAD 3/4" = 1'-0"9ORGAN CEILINGISSUE: DATE:DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/1710DETAIL AT MECH GRILLE
UPSTAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207CONFESSIONALCONFESSIONALREF3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"1'-6"5'-10"F-1, TYPF-2F-3F-4F-5F-6F-7F-3F-8F-3F-9F-1, TYPF-1, TYPF-105'-0"3'-10"3'-10"EXISTING PEWS TOBE REFINISHED &REINSTALLEDF-11F-11ENTRY100MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105KITCHEN109WOMEN110HALLWAY111MEN116OFFICE113OFFICE114HALL115HALL117RECEPT118OFFICE119VEST.120MEETINGRM101STOR122MEETINGRM107CONF RM112MEETINGRM106STOR121REFC-3T-1C-2D-1C-1C-2D-1C-1C-1C-5T-3T-3C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2C-4T-2T-2FURNITURE LEGENDTYPEDESIGNATIONQTYSCOPEB1 OFFICE BOOKCASE 3 BY GCC1 OFFICE TASK CHAIR 4 BY OWNERC2 OFFICE GUEST CHAIR 6 BY OWNERC3 CONF. ROOM CHAIR 6 BY OWNERC4 MEETING ROOM CHAIR 112 BY OWNERC5 WAITING ROOM CHAIR 5 BY OWNERD1 OFFICE DESK 3 BY OWNERF-1 PEW 89 BY GCF-2 PEW PANEL 2 BY GCF-3 ASSISTANT'S CHAIR 4 BY OWNERF-4 PRESIDER'S CHAIR 1 BY OWNERF-5 AMBO 1 BY GCF-6 KNEELER 2 BY OWNERF-7 LECTOR'S CHAIR 2 BY OWNERF-8 CREDENCE TABLE 1 BY OWNERF-9 ALTAR 1 BY GCF-10 BAPTISMAL FONT 1 BY GCF-11 STATUE BASE 2 BY GC & OWNERT1 CONF. ROOM TABLE 1 BY OWNERT2 MEETING ROOM TABLE 1 BY OWNERT3 WAITING ARE TABLE 2 BY OWNERCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:47:49 AMA8.1FURNITURE PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/8" = 1'-0"2SANCTUARY LEVEL FURNITURE PLAN 1/8" = 1'-0"1MAIN LEVEL FURNITURE PLANISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
SLOT FOR PROJECTOR SCREENON CURVED CEILINGMAINTAIN, CLEAN, REPAIR, TOUCH UPWOOD TRIM AT WINDOWS AND DOORSNEW SANCTUARY ARCH, SLOPEDFACE, PT-8MODIFY EXISTING DOORS TOSACRISTIESFAUX PAINTED BEAMSPT-5NEW CURVED CEILING TRANSITION,PRIME SURFACE ONLYMECH GRILLE, RE: MECHA7.1013WOOD TRIM WITH LIGHT FIXTURE,MATCH PROFILE AT BOTTOMOF CURVED CEILING TRANSITION IN NAVE19'-6 5/8"REFURBISH LITURGICALELEMENTS BY OWNER'SVENDOR, TYP OF 14REPAIR, SUPPLEMENT W/ NEWSTAINED WOOD BEADBOARD WAINSOT CURVED CEILING , PT-7PRIMED WALL SURFACE FOR OWNER'SVENDOR FINISHPT-3, TYPPRIMED WALL SURFACE FOR OWNER'SVENDOR FINISHRECESS A/V SCREENSNEW SHAPE OF SANCTUARYARCH, PT-8, LEVEL 5 FINISHSPEAKERS ,RE: AV DWGS - INCL COSTOF CUSTOM PAINT SELECTED BY ARCHSTATUE SURROUND BYOWNER'S VENDORMAINTAIN HISTORIC WOODWORKAT ALL DOORS & WINDOWSNEW BRONZE FACE GRILLES ATSANCTUARY STEPS, RE: MECHDIGITAL HYMN DISPLAY, COORDW/ ARCH FOR FINAL LOCATIONWOOD TRIM WITH LIGHT FIXTURE,ALIGN TOP OF TRIM WITH WD DETAILTRIM, MATCH PROFILE AT BOTTOM OFCURVED CEILING TRANSITION IN NAVECURVED CEILING BEYONDSANCTUARY ARCHWD TRIM BY GC. FINISHED BYOWNER'S VENDORGC TO PROVIDE LEVEL 5 FINISH,PRIMED, WITHIN SURROUND21'-2 1/2"1'-8 1/2"R 4'-0"11'-10 7/8"R 4 '-6 "EXISTING SAND TEXTURED WALL,PT-3, MATCH (E) AT NEW CONSTRUCTIONNEW CURVED CEILING , GC TOPROVIDE LEVEL 5 FINISH, PRIMED,WITH BASE COAT PT-7, TYP 3 SIDESPRIME WALL SURFACE READYFOR OWNER'S VENDOR FINISHNEW CASED WD OPENING FOR ORGAN CHAMBERREUSE HISTORIC DOOR, FRAME, AND TRIMMODIFY & REINSTALL HISTORIC WOOD WORKFROM EXISTING CHOIR PLATFORMBEVELED LEADED GLASSIN DOORS & SIDELIGHTSBRONZE GRILLES FORRETURN AIR, RE: MECHNEW ALL WOOD CONFESSIONAL,COORD ELEC & HVACAPPROXIMATE OUTLINEOF ORGAN PIPES13A7.109A7.109" +/-EQ.REMOVE AND REFURBISHWOOD BEADBOARDWAINSCOTSEMI-RECESSED VIDEOCAMERA, RE: AV DWGSMODIFY WAINSCOT TORECIEVE CRUCIFIX,COORD W/ OWNEREQEQEQEQ.(E) CRUCIFIX,COORDW/ OWNERON LOCATIONAND HEIGHTMATCH (E) PROFILETOP OF RAIL AT 42" AFF8'-3"7'-9"REFURBISH LITURGICALELEMENTS BY OWNER'SVENDOR, TYP OF 14MATCH(E) BASENEW SAND TEXTURE FINISH. MATCH ADJACENTEXISTING TEXTURE, PT-3RECESSED SLOT TO CONCEAL LIGHT FIXTUREWOOD CASING ON FACE OF MODIFIED ORGAN OPENINGREUSE & SUPPLEMENT TO MATCH HISTORIC WOOD WORKFROM ORIGINAL CHOIR PLATFORM.INCLUDE COST TO RE-HANG STATIONS OF THE CROSS,TYP OF 14.NEW CURVED CEILING TRANSITION, PRIME SURFACE ONLYWOOD CASED OPENINGLEADED GLASSCROWN MOLDINGFAUX PAINTED BEAMS, PT-5A7.1013REPAIR, SUPPLEMENT W/ NEWSTAINED WOOD BEADBOARD WAINSOTREFURBISH LITURGICALELEMENTS BY OWNER'SVENDOR, TYP OF 14PT-3, TYPCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:04 AMA8.2INTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"3EAST ELEVATION - NAVE 1/4" = 1'-0"1SOUTH ELEVATION - SANCTUARY 1/4" = 1'-0"4NORTH ELEVATION - CHOIR LOFT 1/4" = 1'-0"2WEST ELEVATION - NAVENEW FLOOR FRAMING AT SANCTUARYISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
NEW CARPET AND BRASS RODHARDWARE ON REFINISHEDWOOD STAIRSOPEN TORECEPTIONALTERNATE C MILLWORK DISPLAYCABINETS W. ADJ. SHELVESALL WOOD SOLID CHERRY BASECABINETS, PREMIUM GRADE W/RAISED PANEL CONST.7A7.116A7.118A7.118A9.18'-6 1/2"WD TRIM, STAIN,MATCH (E)GRANITE COUNTERTOP,RE: FINISH SCHED.ARTWORK NICHE3'-0"NEW CARPET AND BRASS RODHARDWARE ON REFINISHEDWOOD STAIRSSCHEDULED BASE9A9.1WD BASE CABINET WITHGRANITE COUNTERTOPEXISTING ENTRY DOORGYP. BD. SOFFITWOOD TRIMMATCH EXISTADAREF.SOFFIT BEYONDCUSTOM WOOD FRONT FORREFRIGERATORSCHEDULE BASESINK, RE: PLUMB DWGS12'-10"3A9.11OPEN TOBEYOND1A9.12'-9"2'-9"FINISHED END PANELGRANITE COUNTERTOP &BACKSPLASHRAISED PANEL WD DOORSIMROLL DOWN SECURITY GRILLEBASE CABINETROLL DOWN SECURITY GRILLECONCEALED IN CEILINGCOPIER LOCATIONWOOD CASED OPENINGWD BASE, MATCH (E)2'-6"4'-6"1'-0"1'-0"4'-10"OPEN TOBEYOND5'-0"6"2'-6"WD BASE CABINET8'-8" 2'-0"10'-8"2A9.1SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSMODIFY AS REQUIRED TOACCOMMODATE AV EQUIP,RE: AV DWGSSEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSPAINTED WDTRIMSEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSPAINTED WOODTRIM2'-0"3'-6"2'-4"2'-10"8'-8"2A9.11A9.12'-0"EQ.3'-0" 3'-0" 3'-0"EQ.SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSMODIFYDEPTH OFCABINETSMODIFY CABINET TOACCOMODATE AVEQUIP, RE: AV DWGS8'-8"4" CROWN MOLDINGALL WOOD SOLID CHERRYCABINETRY, PREMIUM GRADEQUALITY, RAISED PANELCONST. W/ 4" CROWNMOLDING, TYP.GRANITE COUNTERTOPS3'-0" 2'-2" 3'-6" 2'-0"24" DEEP CABINET24" DEEP CABINET12" DEEP CABINET1A9.1SIM2A9.13'-0"EQ.3'-0"EQ.3'-0"SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSSTAINED WDTRIM2'-0"3'-6"2'-2"3'-0"8'-8"2'-0"2'-0"1'-0"3'-0"1'-0"1A9.12A9.1SEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSREF2'-3 3/16"FALSE PANEL,COORD EQUIPW/ AV DWGSSIMSEE DETAIL 13/A8.2 FORADDITIONAL NOTES & DIMSSTAINED WOODTRIM2'-9"2'-9"3'-0" 4"1CROWN MOLDING, STAINLEADED GLASS IN WDFRAMEGYP. BD, PAINTSCHEDULED BASE1X WD TRIM, STAINVENEER PLYWD, STAINMODIFY & REINSTALL HISTORICWOOD WORK FROM EXISTINGCHOIR PLATFORMCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:51 AMA8.3INTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"3EAST ELEVATION - ENTRY 101 1/4" = 1'-0"2SOUTH ELEVATION - ENTRY 101 1/4" = 1'-0"4WEST ELEVATION - ENTRY 101 1/4" = 1'-0"1NORTH ELEVATION - ENTRY 101 1/4" = 1'-0"8EAST ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"7SOUTH ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"5WEST ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"6NORTH ELEVATIONRECEPTIONIST 118 1/4" = 1'-0"9ALTAR SERVER'SVESTING 209 1/4" = 1'-0"10ALTAR SERVER'SVESTING 209 1/4" = 1'-0"11ALTAR SERVER'SVESTING 209 1/4" = 1'-0"12ALTAR SERVER'SVESTING 209 1/4" = 1'-0"13VESTING /SACRISTY 208 1/4" = 1'-0"14VESTING / SACRISTY 208 1/4" = 1'-0"15VESTING /SACRISTY 208 1/4" = 1'-0"16VESTING /SACRISTY 208 1/4" = 1'-0"17MEETING RM 107ISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/17 1/4" = 1'-0"18WEST ELEVATION ATAT CHOIR LOFT1434
CLEADED GLASS INFIXED WD FRAMEDOOR AS SCHEDULEDWOOD BASE,RE: SCHED.WD TRIM, STAINWOOD BASE.RE: SCHEDWOOD CASEDOPENINGWALL SCONCE,RE: ELECCROWN MOLDING,RE: FINISH SCHEDOPEN TOBEYONDREFER TO EAST ELEVATIONFOR ADDITIONAL NOTESOPEN TOBEYONDREFER TO EAST ELEVATIONFOR ADDITIONAL NOTESEXISTING STAIR LANDINGNEW STEP, RE: PLAN3'-6"MODIFY EXISTING WALL HEIGHTAND WOOD WALL CAP TO MATCHNEW FLOOR STEP CONFIGURATIONEDGE OF EXISTING WALL TO REMAINMATCH (E) WD BASEREMOVE PORTION OF EXISTINGWALL TO ACCOMODATE NEWWALL HEIGHT3'-0"WD HANDRAIL & MTLBRACKET, MATCH EXIST.HANDRAIL MUST RETURN4CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.5/12/2017 10:42:52 AMA8.4INTERIORELEVATIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"1SOUTH ELEVATIONNARTHEX 204 1/4" = 1'-0"2EAST ELEVATIONNARTHEX 204 1/4" = 1'-0"3WEST ELEVATIONNARTHEX 2044NORTH ELEVATIONNARTHEX 2045ELEVATION AT STAIR LANDINGISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17PERMIT RESUB 4/17/17PERMIT RESUB #2 5/11/1734
3/4" WD VENEER BOTTOM PANELMOUNT OUTLETS 4" ABOVE BACKSPLASHTO BOT OF COVER PLATE. RE: ELEC.BACKSPLASH TRIM AT SIDES AND BACK.PROVIDE SEALANT WHERE MEETS WALL.SINK, RE: SPECS.COUNTERTOP, RE: FINISHPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.RE: ELEVATIONS2'-4 3/4"WOOD WALL CLEATS(2) 3/4" WD VENEER SHELFWITH SOLID EDGINGDRILLED HOLES FOR SHELF SUPPORTS3/4" WD RAISED PANEL DOORINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERS4"3"2'-1"1'-0"RE: ELEVATIONSRE: ELEVATIONS4"CROWN MOLDING, RE: SPECSUPPER CABINET, RE: ELEVCEILING, RE: PLANS3/4" WD RAISED PANEL DOORRE: ELEVATIONSUNDERCABINET LIGHT FIXTURE,RE: ELEC.INCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSFIXED WD SHELF(2) DRAWERS.WOOD WALL CLEATS4"WOOD CROWN MOLDINGWOOD RODSCHEDULED BASE, RE: FIN. SCHED.2'-0"RE: ELEVATIONS8'-8"8'-2"6"3/4" WD RAISED PANEL DOORWOOD CABINET W/ RAISED PANEL.INCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.A9.14A9.17PRIVACY SCREENUPHOLSTERED KNEELERFOLD DOWN SEATWD SHELFSWITCHES FOR INTERNALLIGHTS AND EXTERNALINDICATORALL WOOD CONST. TYP OF 2SOLID PANELS W/ ACOUSTICMATERIAL BETWEEN3/4" FABRIC WRAPPEDACOUSTICAL PANELS28" AFF TO CEILING3/4" FABRIC WRAPPEDACOUSTICAL PANELS28" AFF TO CEILING9'-6"7A9.16A9.1INDICATOR LIGHT,RE: ELECWD CROWNMOLDINGWD BASECONFESSIONALDOORBRONZE PULLS W/ROLLER CATCH ANDDEADBOLT FROMOUTSIDE ONLYTEMPERED GLASSPANEL7A9.1DECORATIVEGRILLE, RE: HVAC1-1/2" RIGID INSUL.VENEER PLYWOOD2X WD FRAMING1X WD TRIM, STAINSOLID WD DOOR, STAIN1X WD TRIM, STAIN2 1/2"4"3 1/2"1/2" QTR ROUND1-1/2" RIGID INSUL.4 1/2"4 1/2"VENEER PLYWOOD2X WD FRAMING1X WD TRIM, STAINSOLID WD DOOR, STAINADJUSTABLE WD SHELFPROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.SOLID WOOD DOOR FRAMEWITH LOCKING MECHANISMCROWN MOLDINGSCHEDULED BASE, RE: FIN. SCHED.1'-2"8'-0"WOOD CABINET W/ RAISED PANEL.1'-6"5'-0"3'-0"6"TEMPERED GLASS IN WDDOOR FRAMESOLID WOOD TOPADJUSTABLE WD SHELFGYP. BD. SOFFITMATCH (E)LIGHT FIXTURE, RE: ELECINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSINCL. $8 ALLOWANCE FOR EACHPULL AT DOORS AND DRAWERSMOUNT OUTLETS 4" ABOVE BACKSPLASHTO BOT OF COVER PLATE. RE: ELEC.BACKSPLASH TRIM AT SIDES AND BACK.PROVIDE SEALANT WHERE MEETS WALL.COUNTERTOP, RE: FINISH SCHED.PROVIDE PLYWD BACKING IN WALL FORANCHORAGE OF WALL MOUNTED ITEMS.3/4" WD VENEER SHELFWITH SOLID EDGINGDRILLED HOLES FOR SHELF SUPPORTS3/4" WD RAISED PANEL DOOR WITHRE: MILLWORK NOTES FOR HARDWARESPECIFICATIONS4"3"4"2'-0"CENTERLINE OFSANCTUARY25'-6 1/2" V.I.F.PLAN VIEW10'-4 7/8"EQEQEQEQEQEQEQEQ1'-3 3/4"6 1/4"4 5 .0 °EDGE OF TILE STEP2" x 5-1/2" WDPOST, STAIN1-1/2" x 3-1/2"WD POST, STAINWD BOT. PLATE, STAIN1'-2"8"EQEQEQEQEQEQEQ10'-7 3/8"6'-3 1/8"6'-3"2'-5"2'-10 1/8"R 2'-8 1 /2 "
R 2 '-8 1 /2 "2'-8 1/2"2'-8 1/2"3'-9 1/4"ELEVATION VIEWA9.1112'-4"12A7.101-1/2" X 1-1/2" WD POST, STAIN1-1/2" X 1-1/2" DEOCRATIVEWD ARCHWD BOT. PLATE, STAINWD TOP RAIL, STAIN2" X 5-1/2" WD POST, STAINSTEP BEYOND2'-10"5'-2"8'-0"2'-10 1/2"1'-11"4 1/2"2'-6"2'-6"CROWN MOLDING, STAIN3/4" SOLID WD FIXED SHELFW/ 1-1/2" SOLID EDGE, STAIN3/4" SOLID WD ADJUSTABLESHELF, STAIN3/4" SOLID WD ADJUSTABLESHELF, STAIN3/4" SOLID WD ADJUSTABLESHELF, STAIN1-1/2" WD TOP, STAINSOLD WOOD RAISED PANEL DOOR,STAINCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:10 AMA9.1MILLWORKST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/4" = 1'-0"1BASE & UPPER CABINET 3/4" = 1'-0"2VESTING CABINET 1/2" = 1'-0"3CONFESSIONAL PLAN 1/2" = 1'-0"4FRONT ELEVATIONAT CONFESSIONAL 1/2" = 1'-0"5SIDE ELEVATIONAT CONFESSIONAL 1 1/2" = 1'-0"6DOOR HEADAT CONFESSIONAL 1 1/2" = 1'-0"7DOOR JAMBAT CONFESSIONAL 3/4" = 1'-0"8DISPLAY CABINET - SECTION 3/4" = 1'-0"9BASE CABINET ATCOFFEE BARISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17 1/4" = 1'-0"10ALTAR RAIL PLAN & ELEVATION 1" = 1'-0"11ALTAR RAIL 3/4" = 1'-0"12BUILT-IN BOOKCASE
A9.34A9.2A9.235A9.2A9.242A9.3A9.3121'-2"2'-5 1/2"3'-4"4'-8"1'-2"1'-8"4'-2 1/2"4'-2 1/2"1'-8"1'-2"NEW ALTARNEW SHELF ATTABERNACLEMODIFIED ALTARWITH NEW TOPEXISTING PEDESTAL,TYP OF 2NEW SANCTUARY STEPS,RE: FLOOR PLANEXISTINGREREDOSA9.310A9.311A9.312A9.313NEW AMBO1'-2"11'-10"9" x 9" X 3/4"RELIC STONE7'-0 1/2"7'-0 1/2"14'-1"11"1'-2"10"5'-0 1/2"5'-0 1/2"10"1'-2"LAST SUPPER IMAGE8'-5"3'-4"EXISTING POSTS,TYP OF 4 THISELEVATIONNEW MENSAEXISTING IMAGE TO BEREFURBISHED BY OWNER'SVENDOR3'-4"3'-4"EXISTNEW POST TO MATCHEXISTINGNEW RECESSED PANELTO MATCH EXISTINGNEW MENSANEW BASE TO MATCHEXISTING3'-4"8'-5"NEW POSTS TO MATCHEXISTING, TYP. OF 4THIS ELEVATIONNEW BASE TO MATCHEXISTINGNEW MENSA3'-4"3'-4"EXISTNEW POST TO MATCHEXISTINGNEW RECESSED PANELTO MATCH EXISTINGNEW MENSANEW BASE TO MATCHEXISTINGNEW ALTAR TOPNEW REMOVEABLE ALTAR SHELFNEW REMOVEABLE ALTAR PANELSMODIFIED EXISTING ALTARNEW MENSA TOPEXISTING COLUMNS,TYP OF 4EXISTING IMAGE -REFURBISHED BYOWNER'S VENDOREXISTING RECESS PANELMATCH EXISTING RECESS PANEL9" X9"X 3/4" RELICSTONE, COORD W/OWNER FOR PLACEMENTMODIFIED EXISTING ALTARNEW ALTAR TOPFINISHED PAINTED PANEL TOMATCH EXPOSED SURFACESCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:12 AMA9.2LITURGICALELEMENTSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADODISCONNECT ALTAR PIECEALONG DASHED LINE ATINSIDE CORNER, BOTH SIDESREMOVE LOWER PORTION OFBASE TO ACCOMODATE RAISEDFLOOR HEIGHT. TOP TO REMAINLEVEL WITH ALTAR. 1/2" = 1'-0"1ENLARGED SANCTUARY PLAN 3/4" = 1'-0"3ALTAR -FRONT VIEW 3/4" = 1'-0"4ALTAR -LEFT VIEW 3/4" = 1'-0"5ALTAR -REAR VIEW 3/4" = 1'-0"2ALTAR -RIGHT VIEW7ALTAR DISENGAGED W/ PANEL6ALTAR ENGAGED8ALTAR DISENGAGED W/OUT PANELISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
PLAN VIEWFRONT VIEWSECTION - ASIDE VIEW9'-11"2'-3 1/2"4"2'-3 1/2"FRONT EDGEREAR EDGEAA9.3AA9.37A9.39'-11"9" 8'-5" 9"3'-0"2'-5"3'-0"MATCH EXISTING2'-6 1/4"4 3/4"NEW INFILL PANELS1"8A9.3PROFILE OF ENGAGEDALTAR WHEN INFILLPANELS ARE REMOVED"CLOSURE" PANELSHOWN SHADED,RE: DETAILMENSA SHOWNDASHED, RE: DETAIL6A9.39A9.32'-3 1/2"6"3'-4"6" 2'-3 1/2"3'-4"1X SOLID WOOD TOP, PAINT1X SOLID WOOD, PAINT3/4" RAD1/4"1/4"MODIFIED EXISTING ALTAR BELOW3/4" PLYWD2" X 2-1/2" TS4"1/2"SHELF EXTENSION+/-1 1/2"LINE OF REREDOS ABOVEMODIFIED EXISTING ALTARREVEAL PROFILE ANDDEPTH TO MATCH EXISTING3/4" VENEER PLYWDON 2X WD FRAMING9"EDGE OF TOP ABOVEALIGN FACESPROVIDE PAINTEDFINISH SURFACE1X SOLID WOOD TOP, PAINTMATCH EXISTING PROFILE1/2" VENEER PLYWD ON2X WD FRAMESEE MENSA DETAILRE: DETAILREMOVEABLE SHELFBEYOND7"3 SEPARATE PANELS8'-5"7"2'-1 1/2"A9.36A9.39PROVIDE NEW FRAMED WALLAS REQUIRED TO SUPPORT MENSA TOPAND LITURGICAL ELEMENTS ABOVE3/4" PLYWD2X4 WD FRAMING3'-0"2'-5"3'-0"1X SOLID WOOD TOP, PAINTMATCH EXISTING PROFILE1/2" VENEER PLYWD ON2X WD FRAMESEE MENSA DETAILREMOVEABLE SHELFEXTENSIONWD FRAMED SUPPORT WALLW/ 3/4" PLYWD SHEATHINGTILE FLOOR, RE: FINISH SCHED2x3 WD FRAME1/2" PLYWD1/2" VENEER PLYWDWD TRIM, PAINTMATCH (E)PROFILEMATCH (E)2x2 WD FRAMEWD TRIM, PAINT4 3/4"6 1/4"1'-8 1/2"2'-1 1/2"1'-2"MATCH POSTS ATEXISTING ALTARMATCH BASE PROFILEOF EXISTING ALTARMATCH PROFILEAT EXISTING ALTARMATCH REVEALSAT EXISTING ALTARCOORD. CABLEROUTING FORMICROPHONE &TABLET (3CABLES TOTAL)RE: AV DWGSREUSE (E)MICROPHONE3" RECESSEDTOE KICK3" RECESSEDTOE KICKOPEN BOOKSHELF6 1/4"4 3/4"1'-2 1/2"1'-6"1'-7 1/2"2 13/16"8"COORD. CABLEROUTING FORMICROPHONE &TABLET (3CABLES TOTAL)RE: AV DWGSRECESSED TOEKICKNEW BRASS BOWLINSERTNEW 3/4" BRASSSTRAPEXIST. BASE TOREMAINEXIST. PEDESTALTO REMAINEXIST. TOP TOREMAINCHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:16 AMA9.3LITURGICALELEMENTSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/4" = 1'-0"5MENSA 3/4" = 1'-0"4REREDOS FRONT ELEVATION 3/4" = 1'-0"2REREDOS -LEFT ELEVATION 3/4" = 1'-0"1REREDOS -RIGHT ELEVATION 1 1/2" = 1'-0"6ALTAR INFILL PANELS - JAMB 1 1/2" = 1'-0"7ALTAR INFILL PANELS - SECTION 3/4" = 1'-0"3REREDOS PLANISSUE: DATE:50% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17 1 1/2" = 1'-0"8ALTAR INFILL PANEL - SECTION 1 1/2" = 1'-0"9ALTAR INFILL PANEL - JAMB 1" = 1'-0"10AMBO -FRONT ELEVATION 1" = 1'-0"11AMBO -LEFT ELEVATION 1" = 1'-0"12AMBO -REAR ELEVATION 1" = 1'-0"13AMBO -RIGHT ELEVATION 1" = 1'-0"14BAPTISMAL FONT
6 1/4"4 3/4"1'-2 1/2"1'-6"1'-7 1/2"2 13/16"8"4 3/4" 6 1/4"1'-8 1/2"2'-1 1/2"1'-2"CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.1/12/2017 1:04:23 PMA9.4LITURGICALELEMENTSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"2AMBO -RIGHT ELEVATION 1" = 1'-0"3AMBO -REAR ELEVATION 1" = 1'-0"4AMBO -LEFT ELEVATION 1" = 1'-0"1AMBO -FRONT ELEVATIONISSUE: DATE:PERMIT DRAWINGS 1/12/17
A - WOODB - WOODMATCH (E) DOORRECESSED 4PANELMODIFY (E) DOORRECESSED 4 PANELWITH GLASSTTD - EXISTINGC - WOODFULL LITE W/LEAD GLASS4"4"4"4"4"6"6"10"6 0 .0 °EQ EQE - EXISTING1A3/4" WOODAFIXED WOODBFIXED WOOD7'-3"6"6"1'-0"1'-0"7'-3"LEADEDGLASSLEADEDGLASSCFIXED WOODLEADEDGLASS4"4"4"4"4"6"6"10"4"4"4"4"6"6"10"4"4"4"6"6"10"1'-2" 1'-2"7'-3"6 0 .0 °6 0 .0 °6 0 .0 °R-13 SOUND ATTENUATION BATTINSULATION5/8" TYPE "X" GYP BD.2x4 WD STUD AT 16" O.C.5/8" TYPE "X" GYP. BD.ADDITIONAL (1) LA 1/2" PLYWD & (1)LA 5/8" GYP BD AT ORGAN CHAMBER,RE: PLAN FOR LOCATIONR-13 SOUND ATTENUATION BATTINSULATION5/8" TYPE "X" GYP BD.2x6 WD STUD AT 16" O.C.5/8" TYPE "X" GYP. BD.DOOR AS SCHEDULED1X WD TRIM,MATCH (E)SIZE, SPECIES, PROFILE& STAIN FINISH5/8" GYP. BD. ON 2X WDFRAMING, RE: PLANSWD TRIM BEYOND,MATCH (E)DOOR AS SCHEDULED5/8" GYP. BD. ON 2X WDFRAMING, RE: PLANS1X WD TRIM,MATCH (E)SIZE, SPECIES, PROFILE& STAIN FINISHDOOR AS SCHEDULED1X WD TRIM, STAIN7"1/4"LEADED GLASSWINDOW IN WDFRAME1/4"4 1/2"1/4" 3/4"1/2"SHIM AS REQ'D5/8" GYP. BD.1 7/8"1/4"1X WD TRIM, STAINLEADED GLASS WINDOWIN WD FRAME3/4"1/2"1/2"3/4"1/2" PLYWDSHIM AS REQ'D1X WD TRIM, STAINLEADED GLASS WINDOWIN WD FRAMEWD CROWNGYP. BD. CEILING1/4"3/4"1/2"1/2"1/2"1/4"1/4"5/8"TILE, RE: FINISH SCHEDFLUID APPLIED CRACKISOLATION MEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATEPEW, RE: PLAN1"WD FLOORING, RE: FINISH SCHEDPLYWD SUBSTRATEWD TRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDTILE, RE: FINISH SCHEDCRACK ISOLATIONMEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATECHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.6/23/2017 12:43:44 PMA10.1DOOR &WINDOW TYPES& SCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADODOOR SCHEDULEDOOR FRAME DETAILSREMARKSNUMBER WIDTH HEIGHT THICKNESS TYPE FINISH TYPE FINISH HEAD JAMB SILL100 6'-0" 7'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN101A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN101B 2'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN101C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN102A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN102B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN102C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN103A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN103B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN103C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN104A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN104B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN104C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN105A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN105B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN105C 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN106A 5'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN106B 4'-0" 9'-6" 1 3/4" EXIST. STAINEXISTING TO REMAIN107A 3'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN107B 3'-0" 8'-0" 1 3/4" A STAIN A STAIN107C 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN109A 5'-0" 7'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN109B 1'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN110 3'-0" 8'-0" 1 3/4" A STAIN A STAIN 20 MIN RATING111A 5'-0" 8'-0" 1 3/4" EXIST. STAINRELOCATED FROM EXISTING CORRIDOR111B 3'-6" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN112 3'-0" 8'-0" 1 3/4" A STAIN A STAIN 20 MIN RATING113A 3'-0" 7'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES113B 3'-0" 7'-0" 1 3/4" A STAIN A STAIN114 3'-0" 7'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES116 3'-0" 8'-0" 1 3/4" A STAIN A STAIN 20 MIN RATING117 3'-0" 8'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES, 20 MIN RATING119 3'-0" 7'-0" 1 3/4" B STAIN A STAIN MODIFY (E) DOOR FOR GLASS LITES120A 5'-0" 9'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN120B 5'-0" 8'-0" 1 3/4" EXIST. STAINEXISTING TO REMAIN121 2'-6" 7'-0" 1 3/4" A122 3'-0" 6'-8" 1 3/4" EXIST. STAINEXISTING TO REMAIN202A 2'-6" 7'-0" 1 3/4" EXIST. STAINREUSE EXISTING DOOR IN (E) MODIFIED OPENING202B 1'-6" 8'-0" 1 3/4" EXIST.REUSE EXISTING DOOR IN (E) MODIFIED OPENING204A 3'-0" 7'-9" 1 3/4" C STAIN A STAIN PROVIDE BEVELED LEADED GLASS IN DOORS AND SIDELITES. ALTERNATE F - REUSE EXISTINGENTRY DOORS.204B 3'-0" 7'-9" 1 3/4" C STAIN A STAIN PROVIDE BEVELED LEADED GLASS IN DOORS AND SIDELITES. ALTERNATE F - REUSE EXISTINGENTRY DOORS.205 5'-0" 9'-7" 1 3/4" EXIST. STAINEXISTING TO REMAIN208 3'-0" 7'-0" 1 3/4" EXIST. STAINREUSE IN (E) MODIFIED OPENING209 3'-0" 7'-0" 1 3/4" EXIST. STAINREUSE IN (E) MODIFIED OPENING301 3'-0" 6'-8" 1 3/4" A STAIN A STAIN302 3'-0" 6'-8" 1 3/4" A1DOOR TYPES2FRAME TYPESWINDOW TYPES3 1" = 1'-0"4PARTITION TYPE A 1" = 1'-0"5PARTITION TYPE B 3" = 1'-0"6DOOR - HEAD 3" = 1'-0"7DOOR - JAMB8DOOR - JAMB AT NARTHEX 3" = 1'-0"9WINDOW - JAMB AT NARTHEXISSUE: DATE:100% DD SET 10/11/16DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17ADDENDUM #1 3/7/17PERMIT RESUB #2 5/11/17PERMIT RESUB #3 6/22/17 3" = 1'-0"10WINDOW - HEAD AT NARTHEX111 3" = 1'-0"11TILE - CARPET TRANSITION 3" = 1'-0"12WOOD - CARPET TRANSITION 3" = 1'-0"13TILE - CARPET TRANSITION114455
UPDNKITCHEN109ENTRY100MEETINGRM102MEETINGRM103MEETINGRM104MEETINGRM105HALLWAY111WOMEN110OFFICE113MEN116HALL115OFFICE114OFFICE119HALL117RECEPT118VEST.120MEETINGRM106MEETINGRM107CONF RM112STOR122MEETINGRM101CPT-1 T-1CPT-1 T-1CPT-1EXISTCPT-1STOR121CPT-3CPT-3CPT-1CPT-5CPT-5T-2 AT NOSINGCPT-1CPT-2WD-1WD-1WD-1WD-1REFNO SCOPE OF WORK IN THIS AREAA10.115TYP.2'-0"1'-0" TYP.1'-0"CPT-4AT ELEVCPT-4REFER TO CONSTRUCTION NOTES ONFLOOR PLAN SHEETS FOR ADDITIONALINFORMATION AND FINISH SCOPE.STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207CPT-3CPT-3CPT-3CPT-3CPT-3A10.114A10.113A10.117A10.112CPT-3CPT-34'-10"A10.112SIMA10.1113'-8"3'-8"A10.118A10.119A10.119A10.118CPT-410'-9"ALTERNATE EALTERNATE ET-19ORGANCHAMBER301OPEN TOBELOWOPEN TOBELOWWD-1CPT-1WD-1CPT-1CHOIRLOFT302BALCONY303FINISH GENERAL NOTES1. PREPARE FLOOR SURFACES SMOOTH AND LEVEL TO RECEIVE NEW FINISHES. FLOAT FLOOR ATCARPET OR TILE TO ENSURE SMOOTH TRANSITIONS. REVIEW CONDITION OF EXISTING CONC. ANDWOOD SUBSTRATES WITH ARCHITECT FOLLOWING REMOVAL OF EXISTING FINISHES. INCLUDECOSTS TO PREP ALL AREAS.2. CARPET INSTALLERS SHALL SUBMIT A SEAMING DIAGRAM FOR ARCHITECT'S APPROVAL PRIOR TOORDER. CARPET ADHESIVE SHALL BE TREADMORE BRAND OR CARPET MANUFACTURER'SRECOMMENDED EQUAL.3. ALL TRANSITIONS BETWEEN CARPET AND TILE FLOOR SHALL RECEIVE METAL TRANSITION STRIP -SCHLUTER RENO-TK DARK BRONZE COLOR, OR APPROVED EQUAL. SIZE PER TILE HEIGHT ANDCARPET HEIGHT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. FLOAT FLOORS AS NECESSARYFOR SMOOTH AND LEVEL TRANSITION.4. ALL TILE FLOORING AND ALL GROUT JOINTS TO RECEIVE MANUFACTURER RECOMMENDEDNUMBER OF SEALER COATS AND 511 IMPREGNATOR. PROVIDE OWNER WITH WARRANTY ANDMAINTENANCE INFORMATION.5. FLOORING MATERIALS SHALL EXTEND UNDERNEATH BUILT-IN MILLWORK, FURNITURE, LITURGICALELEMENTS, ETC.6. BIDDERS SHALL ALLOW FOR 10-12 WEEK LEAD TIME FOR ALL FLOORING. NO COSTS FORQUICKSHIP OF ANY FLOORING MATERIAL SHALL BE INCLUDED IN BIDS.7. PLUG AND PATCH SMOOTH ALL PENETRATIONS IN FLOORS PRIOR TO INSTALLATION OF FLOORING.8. WALLS TO RECEIVE MINIMUM ONE COAT OF PRIMER AND TWO COATS OF PAINT, OR ADDITIONAL ASREQUIRED TO ACHIEVE FULL AND UNIFORM COVERAGE AND FINISH. SUBMIT PAINT DRAWDOWNSOF ALL PAINT COLORS SHOWING COLOR AND FINISH FOR ARCHITECT'S APPROVAL.9. PREPARE EXISTING WALL SURFACES SMOOTH TO RECEIVE NEW FINISHES. SKIM COAT EXISTINGWALLS AS NEEDED. ADDITIONAL PREP AS NECESSARY FOR ANY SPECIALTY FINISHES. PATCH GYP.BD. IN EXISTING WALLS WHERE TRIMWORK, OUTLETS, OR DEVICES HAVE BEEN ABANDONED ORREMOVED.10. ALL FLOORING TRANSITIONS AT INTERIOR DOORWAYS SHALL BE CENTERED BELOW LEAF OF DOOR,U.N.O.11. AT ALL WOOD TRIM ELEMENTS, PAINTED AND STAINED, PROVIDE PAINTABLE CAULK ALONG EDGESWHERE TRIM MEETS OTHER SURFACES. EASE EDGES AT OUTSIDE CORNERS OF ALL WOOD TRIMPRIOR TO FINISHING.12. IN AREAS WITH FLOOR DRAINS, PITCH FLOOR TILE TOWARD FLOOR DRAIN WITHIN 12" RADIUS OFDRAIN.13. (PT-1) ON ALL WALLS, AND (PT-2) ON CEILING, UNO. REFER TO ELEVATIONS FOR LOCATIONS OFACCENT PAINT AND SPECIALTY FINISHES.14. PAINT GRADE CROWN MOULDING AS INDICATED ON ELEVATIONS, CEILING PLANS AND FINISHPLANS.15. AT INTERIOR RAMPS AND STAIRS, PROVIDE PTD. STEEL RAILING SYSTEM W/ VERTICAL BALLUSTERS4" O.C. TYP. FLAT TOP BARS TO RECEIVE STAINED WD HANDRAILS & GUARDRAILS.CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:21 AMA10.10FINISH PLANS &SCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/8" = 1'-0"1MAIN LEVEL FINISH PLAN 1/8" = 1'-0"2SANCTUARY LEVEL FINISH PLANROOM FINISH SCHEDULEROOM NAMEFLOORBASE FINISHWALLSCOMMENTSMTRLFIN.NORTH EAST SOUTH WESTMTRL.MTRL.MTRL.MTRL.100 ENTRY CPT-4, CPT-5, T-10,11,12 WB-1 PT-1 PT-1 PT-1 PT-1101 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1 PT-1102 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1103 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1104 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1105 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1106 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1107 MEETING RM CPT-4, CPT-6 WB-1 PT-1 PT-1 PT-1108 NOT USED109 KITCHEN EXISTING EXISTING110 WOMEN T-1 T-2 RE: ELEV RE: ELEV RE: ELEV RE: ELEV111 HALLWAY CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1112 CONF RM CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1113 OFFICE CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1114 OFFICE CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1115 HALL CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1116 MEN T-1 T-2 RE: ELEV RE: ELEV RE: ELEV RE: ELEV117 HALL CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1118 RECEPT CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1119 OFFICE CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1120 VEST. CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1121 STOR CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1122 STOR CPT-4 WB-1 PT-1 PT-1 PT-1 PT-1201 STAIR CPT-3 WB-1 PT-1 PT-1 PT-1 PT-1202 STOR CPT-4 WB-1 PT-3 PT-1 PT-1 PT-1203 STAIR CPT-3 WB-1 PT-3 PT-1 PT-1 PT-1204 NARTHEX CPT-1 WB-1 PT-1 PT-3 PT-3 PT-3205 VEST CPT-4 WB-1 PT-3 PT-3 PT-3 PT-3206 NAVE RE: PLANS WB-1 RE: ELEV RE: ELEV RE: ELEV RE: ELEV DECO. PT AT CLG COFFERS, SIDEWALLS, END WALLS207 SANCTUARY RE: PLANS WB-1 RE: ELEV RE: ELEV RE: ELEV RE: ELEV DECO. PT AT CURVED CLG, WALLS,SANCTUARY ARCH, ETC.208 VESTING / SACRISTY CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3209 ALTAR SERVER VESTING CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3301 ORGAN CHAMBER WD-1 WB-1 PT-3 PT-3 PT-3 PT-3302 CHOIR LOFT WD-1 WB-1 PT-3 PT-3 PT-3 PT-3303 BALCONY CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3304 STAIR CPT-1 WB-1 PT-3 PT-3 PT-3 PT-3 RUBBER NOSINGS 1/8" = 1'-0"3CHOIR LOFT LEVELFINISH PLANFINISHES LEGENDREFER TO REQUIREMENTS FOR EACH ITEM AS NOTED IN SPECIFICATIONSSYMBOL TYPE MFR STYLE/COLOR REMARKSCPT-1 CARPET - MODULAR MANNINGTON ETCHINGS, COLOR: HABENERO #74026 100% ULTRON TYPE 6, 6 NYLON LOOPCONSTRUCTION - INSTALLHORIZONTAL BRICK ASHLARCPT-1A CARPET - MODULAR - ALTERNATE ATLAS JEPARA, COLOR: CUSTOM STKMTL-287035 M150 RETRORUST & AL18 ARTISAN BROWNANTRON LEGACY 6,6 NYLON - CUTLOOP CONSTRUCTION, INSTALL BRICKMONOLITHICCPT-2 CARPET - MODULAR MANNINGTON LOOP BORDER IN RUST TO MATCH "ETCHINGS" HABENERO 100% ULTRON TYPE 6,6 NYLON PLANLOOP CONSTRUCTIONCPT-2A CARPET - MODULAR - ALTERNATE ATLAS LOOP BORDER IN RUST TO MATCH "JEPRA" CUSTOM M150RETRO RUSTANTRON LEGACY 6,6 NYLON PLAINLOOP CONSTRUCTIONCPT-3 CARPET RUNNER WILTON COMMERCIAL CLASSICAL DIMENSIONS 3 DESIGN: PUGNIN CUSTOMCOLOR 4 SHADES OF RED W/ CUSTOM SQUARE ACCENTWILTON 80% PURE WOOL & 20%NYLONCPT-3A CARPET RUNNER - ALTERNATE WILTON COMMERCIAL GOLD BORDER CARET TO MATCH ACCENT WILTON 80% PURE WOOL & 20%NYLONCPT-4 CARPET RUNNER WILTON COMMERCIAL CUSTOM BORDER CARPET TO MATCH RED W/ CUSTOMGOLD TBD BOUND EDGEWILTON 80% PURE WOOL & 20%NYLONCPT-5 WALK OFF CARPET - MODULAR MANNINGTON 6502 - TERRACOTTA TERRAINPT-1 PAINT - FIELD COLOR OFFICE BENJAMIN MOORE TBDPT-2 PAINT - CEILING FLAT BENJAMIN MOORE TBDPT-3 PAINT - FIELD COLOR CHURCH BENJAMIN MOORE HC-35PT-4 PAINT - ACCENT BENJAMIN MOORE OC-12PT-5 PAINT - ACCENT BENJAMIN MOORE 2158-20PT-6 NOT USEDPT-7 PAINT - ACCENT BENJAMIN MOORE HC-125PT-8 PAINT - ACCENT BENJAMIN MOORE HC-27PT-9 PAINT - CEILING BENJAMIN MOORE TBD RESTROOM CEILINGPT-10 PAINT - ACCENT BENJAMIN MOORE TBD RESTROOM WALLST-1 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL LATTE HONED OCTAGON & CAFE NOIR HONED DOTMOSAIC FLOORTILE SHEET 10-3/8" X 10-3/8" W/ GROUTTBD, 1-3/4"X1-3/4" CLIPPED CORNERW/ 1/2" DOTT-2 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - BASE TILE MO #801 - 36"L x 7/8"W x 8"HT-3 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - WALL TILE 6x6T-4 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - ACCENT TILE 3x3T-5 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - BEAD LINER MO #735 - 12"L x 13/16"W x 3/4"HT-6 TILE/PORCELAIN MATERIALS MARKETING OR EQUAL LORENZO ALMOND GEOMETRIC - ACCENT TILE GF 38-03A05A-AL; 3.25" X 5.25"T-7 TILE/PORCELAIN MATERIALS MARKETING OR EQUAL LORENZO ALMOND GEOMETRIC - ACCENT TILE GF 37-03A05A-AL; 3.25" X 5.25"T-8 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - CHAIR RAIL MO #734 18"L x 1-1/4"W x 1-7/8"HT-9 TILE/TRAVERTINE MATERIALS MARKETING OR EQUAL CHAMPIGNON HONED - MIRROR FRAME MO #734 18"L x 1-1/4"W x 1-7/8"HT-10 TILE/PORCELAIN CROSSVILLE COLOR BLOX , COLOR: CHOCOLATE CANDY #A118 12 X 24T-11 TILE/PORCELAIN CROSSVILLE COLOR BLOX , COLOR: CHOCOLATE CANDY #A118 6 X 12T-12 TILE/PORCELAIN CROSSVILLE COLOR BLOX , COLOR: CHOCOLATE CANDY #A118 6 X 18 - PLANKEDT-13 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) RED GEOMETRIC FLOOR TILE 6X6T-14 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER (RED & BUFF) BAPTISMAL FONT (49) - 6X6 TILEPATTERN #GT4028B & C (CUSTOMCENTER)T-15 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER W/ CROSS (RED &BUFF)CENTER AISLE (25) - 6X6 TILE PATTERNGT4028A, B, & CT-16 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER W/ "IHS" (RED & BUFF) CENTER FRONT AISLE AT SANCTUARYSTEPS (36) 6X6 TILE PATTERN GT4028B& C (CUSTOM)T-17 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TIEL BORDER W/ MARIAN INSIGNIA(RED & BUFF)CENTERED IN FRONT OF MARYSTATUE (25) 6X6 TILE PATTERNT-18 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE BORDER W/ ST. JOSEPHINSIGNIA (RED & BUFF)CENTER IN FRONT OF ST. JOSEPHSTATUE (25) 6X6 TILE PATTERNT-19 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE (RED & BUFF) SMALL #4018 (1) 6X6 TILET-20 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE (RED & BUFF) LARGE #4018 (4) 6X6 TILE PATTERNT-21 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE W/ CROSS (RED & BUFF) SMALL #4047 (1) 6X6 TILET-22 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) SINGLE BULLNOSE (BUFF) 6X6 AT SANCTUARY STEPST-23 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) SINGLE BULLNOSE (BUFF) 3X12 AT ALTAR STEPST-24 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE W/ FLEURDELIS PATTERN (RED &BUFF)CUSTOM 4X4T-25 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) ENCAUSTIC ACCENT TILE W/ MARIAN INSIGNIA (RED, BUFF,& BLUE)#6050 8-1/2" X 8-1/2" CUSTOMT-26 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) GEOMETRIC FLOOR TILES (RED) 2X2, 3X3, 2X4, 3X3X4 TRIANGLE, 2X2X3TRIANGLET-27 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) GEOMETRIC FLOOR TILES (BLUE) 3X3, 2X4T-28 TILE CRAVEN DUNHILL JACKFIELD (HAND MADE) GEOMETRIC FLOOR TILE (BUFF) 3X3, 2X4, 3X3X4 TRIANGLE, 4X4X8-1/2TRIANGLEPL-1 PLASTIC LAMINATE WILSONART TBDWB-1 WOOD WALL BASE CUSTOM MATCH EXISTING ~8" TALL BASE.WD-1 WOOD FLOORING TBD 3/4" x 3" W SOLID OAK. SITE FINISHED. COLOR TBDST-1 STONE SLAB TBD GRANITE - RED DRAGON 3CM COUNTERTOPST-2 STONE SLAB TBD GRANITE 3CM COUNTERTOPISSUE: DATE:50% DD SET 09/02/16100% DD SET 10/11/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17
MMMMMMMMMBBBFFFFFFFFFFFFRRYYRRYBBBBRRRRYYYYYYYYYYBBRRRRRRYBBBBRRRRYYYYYYRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRYYYYBBBBRRRRRRRRRYYYYBBBBRRRRRRRRRRRRYYBBBYYYYRRYYBBYYRRRRYYBBBYYYYRRRRYYBBBYYYYRRYYBBYYRRYYBBYYYBBBBRRRRYYYYYYYYRRRRYYBBBYYYYRRRRYYBBBYYYYRRBRRYYBBYYYYRRBRRYYBBYYYYRRBRRYYBBYYYYRRBRRYYBBYYYYYBBBBRRRRYBBBBRRRRBRRRYYYYBBBBRRRRRRRRRRRRYYYYYYYYYYT-21T-13T19-T-20T-19T-16T-13T-13T-13T-16T-20T-19T-20T-21T-13T-15T-19T-13T-18 AT ST. JOSEPHT-17 AT ST. MARYA10.116T-21T-13T-23AT RISERS, ALTERNATET-13 & T-21 ON ALL 3SIDESTILE, RE: FINISH SCHEDCRACK ISOLATIONMEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATETILE, RE: FINISH SCHEDFLUID APPLIED CRACKISOLATION MEMBRANETRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDLEVELING COMPOUND,RE: SPECSEXISTING GYPCRETESUBSTRATEPEW, RE: PLAN1"WD FLOORING, RE: FINISH SCHEDPLYWD SUBSTRATEWD TRANSITION STRIP,RE: SPECSCARPET, RE: FINISH SCHEDCPT-5T-12T-11T-10T-26T-T-25T-24T-27T-28CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.2/16/2017 7:48:23 AMA10.11ENLARGEDFINISH PLANS &DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/8" = 1'-0"4ENLARGED FINISH PLANAT BAPTISMAL FONT 3/8" = 1'-0"3ENLARGED FINISH PLANAT SANCTUARY STEPS 3/8" = 1'-0"7ENLARGED FINISH PLANAT CENTER AISLE 3/8" = 1'-0"2ENLARGED FINISH PLANAT STATUE 3/8" = 1'-0"1ENLARGED FINISH PLAN AT SANCTUARYISSUE: DATE:DD ADDENDUM #1 11/14/1650% CD SET 12/20/16PERMIT DRAWINGS 1/12/17100% CD 2/15/17 3" = 1'-0"8TILE - CARPET TRANSITION 3" = 1'-0"9TILE - CARPET TRANSITION 3" = 1'-0"10WOOD - CARPET TRANSITION 3/8" = 1'-0"5ENLARGED FINISH PLANAT MAIN ENTRY 3/4" = 1'-0"6ENLARGED TILE DETAIL
ABBREVIATIONSINSUL INSULATION AB ANCHOR BOLTINT INTERIOR ABV ABOVEJNT JOINT ADH ADHESIVEJST JOIST ALT ALTERNATELOCN LOCATION ARCH ARCHITECTURALLSL LAMINATED STRAND LUMBER AWS AMERICAN WELDING SOCIETYLVL LAMINATED VENEER LUMBER @ AT_ON CENTERLWC LIGHT WEIGHT CONCRETE BLW BELOWMATL MATERIAL BLDG BUILDINGMAX MAXIMUM BLK BLOCKMECH MECHANICAL BLKG BLOCKINGMFS MANUFACTURER BM BEAMMIN MINIMUM B.O. BOTTOM OF(N) NEW BRG BEARINGNA NOT APPLICABLE BOTT BOTTOMN.I.C. NOT IN CONTRACT BTWN BETWEENNO, # NUMBER C.I.P. CAST IN PLACENS NEAR SIDE CL, ¡ CENTERLINEN.T.S. NOT TO SCALE CLG CEILINGNWC NORMAL WEIGHT CONCRETE CLR CLEARO/ OVER COL COLUMNOC ON CENTER CONC CONCRETEOH OPPOSITE HAND CONN CONNECTIONOPP OPPOSITE CONSTR CONSTRUCTIONOPNG OPENING CONT CONTINUOUSOSB ORIENTED STRAND BOARD CP COMPLETE PENETRATIONOWSJ OPEN WEB STEEL JOISTS CTR CENTERPDF POWER DRIVEN FASTENER DBL DOUBLEPERP PERPENDICULAR DET DETAILPERIM PERIMETER DF DOUGLAS FIRPL, ¢ PLATE DF-L DOUGLAS FIR-LARCHPLWD PLYWOOD DIA DIAMETERPSL PARALLEL STRAND LUMBER DIAG DIAGONALPT POST TENSIONED OR DIM DIMENSIONPRESSURE TREATED DWG DRAWINGREF REFERENCE (E) EXISTINGREINF REINFORCING EA EACHREQ'D REQUIRED EF EACH FACERET RETAINING EL ELEVATIONRO ROUGH OPENING EMBED EMBEDMENTRDWD REDWOOD EN EDGE NAILS.A.D. SEE ARCHITECTURAL DRAWINGS EQUIP EQUIPMENTSCHED SCHEDULE EW EACH WAYSEL STRUCT SELECT STRUCTURAL EXP EXPANSIONSFRSSEISMIC FORCE RESISTINGSYSTEMEXT EXTERIORSHTG SHEATHING FNDN FOUNDATIONSIM SIMILAR FIN FLR, F.F. FINISHED FLOORS.O.G. SLAB ON GRADE FLR FLOORSPEC SPECIFICATIONS F.O. FACE OFSQ SQUARE FRMG FRAMINGSS STAINLESS STEEL FS FAR SIDESTD STANDARD FT FOOTT & B TOP AND BOTTOM FTG FOOTINGT & G TONGUE AND GROOVE GA, ga GAGETN TOE NAIL GALV GALVINIZEDT.O. TOP OF GR GRADETYP TYPICAL GL GLULAMU.O.N. UNLESS OTHERWISE NOTED GYP BD GYPSUM BOARDVERT VERTICAL HDG HOT DIPPED GALVANIZEDWP WATER PROOFING OR HDR HEADERWORK POINT HGR HANGERWT WEIGHT HK HOOKWWF WELDED WIRE FABRIC HORIZ HORIZONTALW/ WITH HSB HIGH STRENGTH BOLTXS EXTRA STRONG HSS HOLLOW STRUCTURAL STEELXXS DOUBLE-EXTRA STRONG INFO INFORMATIONTMStructuraldesign for finearchitecture99 Green Street, Third FloorSan Francisco, California 94111415 512 1301CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.6/23/2017 4:54:37 PM
S0.016055GENERAL NOTESST. MARY CATHOLIC CHURCH
533 E. MAIN STREET
ASPEN, COLORADO SPECIAL INSPECTIONSSPECIAL INSPECTION AND TESTINGA QUALIFIED SPECIAL INSPECTOR SHALL BE RETAINED TOPROVIDE SPECIAL INSPECTION. GFDS ENGINEERS SHALLNOT PROVIDE SPECIAL INSPECTION. SPECIALINSPECTION SHALL BE CARRIED OUT IN ACCORDANCEWITH IBC '09 CHAPTER 17.INSPECTIONBY:STEEL CONSTRUCTION (REF TABLE 1704.3) SP. INSP.HIGH-STRENGTH BOLTS, NUTS, AND WASHERS (PERIODIC)WELDS REQUIRING CONTINUOUS INSPECTION:CJP & PJP GROOVEXMULTIPASS FILLETSINGLE-PASS FILLET > Ä"XPLUG AND SLOTREINFORCEMENT BARS IN CONCRETEWELD REQUIRING PERIODIC INSPECTION:SINGLE PASS FILLET = Ä"XFLOOR AND ROOF DECKWELDED STUDS IN STRUCTURAL DIAPHRAGMSCONCRETE CONSTRUCTION (REF TABLE 1704.4)CONCRETE SAMPLING - SLUMP, AIR CONTENT, ANDTEMPERATURE OF CONCRETE (CONTINUOUS)BOLTS INSTALLED IN CONCRETE (CONTINUOUS) XCONCRETE AND SHOTCRETE PLACEMENT (CONTINUOUS)REINFORCING STEEL INCLUDING PLACEMENT (PERIODIC)POST INSTALLED ANCHORS (PERIODIC) XVERIFYING USE OF REQUIRED DESIGN MIX (PERIODIC)LEVEL 1 MASONRY CONSTRUCTION (REF. TABLE 1704.5.1)MASONRY COMPRESSIVE STRENGTH PRIOR TOCONSTRUCTION (PERIODIC)SITE-PREPARED MORTAR AND MORTAR JOINTS(PERIODIC)PLACEMENT OF REINFORCEMENT, CONNECTORS,ANCHOR BOLTS (PERIODIC)XGROUT SPACE IS CLEAN (PERIODIC)SOILS (REF TABLE 1704.7)GEOTECH.PROPER FOUNDATION DEPTH, VERIFICATION OFSUPPORTING STRATA (PERIODIC)XCOMPACTED FILL MATERIALS, SUBGRADE, AND SITEPREPARATION (PERIODIC)XFOUNDATION UNDERPINNING AND/ OR SHORINGCAST-IN-PLACE DEEP FOUNDATION ELEMENTS (REF TABLE1704.9)DRILLING OPERATIONS AND PIER CROSS SECTION ANDDEPTH (CONTINUOUS)STRUCTURAL WOOD (REF TABLE 1707.3) SP. INSP.WOOD SHEAR WALLSWOOD DIAPHRAGMSHOLDDOWNSSTRUCTURAL OBSERVATIONSGFDSENGINEERSSTRUCTURAL FOUNDATIONXSTEEL FRAMINGXCONCRETE CONSTRUCTIONXMASONRY CONSTRUCTIONWOOD FRAMINGX100% DD10.11.2016SHEET LISTS0.0 GENERAL NOTESS0.1 GENERAL NOTESS0.2 TYPICAL CONCRETE DETAILSS0.3 TYPICAL WOOD DETAILSS0.4 TYPICAL SHEAR WALL DETAILSS2.1 DEMOLITION - BASEMENT LEVEL PLANS2.2 DEMOLITION - MAIN LEVEL PLANS2.3 DEMOLITION - SANCTUARY LEVEL PLANS2.3.1 DEMOLITION - CHOIR LOFT & BELFRY FRAMING PLANSS2.4 PROPOSED - FOUNDATION PLANS2.5 PROPOSED - MAIN LEVEL FRAMING PLANS2.6 PROPOSED - SANCTUARY FRAMING PLANS2.7 PROPOSED - CHOIR LOFT & BELFRY FRAMING PLANSS2.8 PROPOSED - ROOF FRAMING PLANS4.0 PROPOSED - BUILDING SECTIONSS7.1 STEEL DETAILSS7.2 STEEL DETAILSS8.1 WOOD DETAILSS8.2 WOOD DETAILSSSK-1 UnnamedSSK-2 UnnamedSSK-3 UnnamedSSK-4 UnnamedSSK-5 UnnamedSSK-6 UnnamedSSK-7 Unnamed50% CD12.20.2016PERMIT SET01.12.2017CD SET02.15.2017ISSUE: DATE:CD ADDENDUM #103.07.2017PERMIT RESUB #306.23.2017
GENERAL NOTESSCOPETHE SCOPE OF WORK INCLUDES REMODEL OF THE EXISTING CHURCH INCLUDINGREVISIONS TO THE MAIN AND SANCTUARY LEVELS, AS WELL AS ELEVATED CHOIR LOFTAND BELFRY.COORDINATIONDETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS.QUESTIONS OF IDENTIFICATION OF APPLICABLE DETAIL OR STRUCTURAL MEMBER SHALLBE BROUGHT TO THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH WORK.CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS AS TO LAYOUT, DETAILS, DIMENSIONS ANDELEVATIONS. ALL QUESTIONS, DISCREPANCIES AND CONFLICTS SHALL BE REPORTED TOTHE ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING WITH WORK.CONTRACTOR MEANS AND METHODSGFDS ENGINEERS SHALL NOT SUPERVISE, DIRECT OR HAVE ANY CONTROL OVER THECONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTIONMEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES SELECTED BY THECONTRACTOR NOR FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR PROGRAMS INCONNECTION WITH THE WORK. THESE RIGHTS AND RESPONSIBILITIES ARE SOLELY THOSEOF THE CONTRACTOR.UNLESS OTHERWISE APPROVED BY THE ARCHITECT, THE CONTRACTOR SHALL INSTALLDOORS, WINDOWS, PARTITIONS AND FINISHES AFTER THE MAJORITY OF THE DEADLOADS HAVE BEEN INSTALLED (I.E. STRUCTURAL FRAMING, ROOFING, HEAVY FINISHES,ETC.) IN ORDER TO LIMIT DAMAGE TO FINISHES, WINDOWS, DOORS AND PARTITIONSDUE TO DEAD LOAD DEFLECTIONS.EXISTING CONDITIONSTHE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETERMINE ALL EXISTINGCONDITIONS THAT MAY AFFECT ITS WORK. THE CONTRACTOR SHALL NOTIFY THEENGINEER UPON DISCOVERY OF ANY DISCREPANCIES, AMBIGUITIES OR ERRORS ANDTHE DISCOVERY OF EXISTING CONDITIONS NOT NOTED ON DRAWINGS, INCLUDINGTHOSE WHICH MAY BE HAZARDOUS TO HUMAN HEALTH. HAZARDS MAY INCLUDE BUTARE NOT LIMITED TO TOXIC MATERIALS AND DECAYED OR BROKEN FRAMINGMEMBERS.CUTTING AND PATCHINGDO NOT CUT EXISTING OR NEW STRUCTURAL ELEMENTS EXCEPT AS SHOWN ON THEDRAWINGS UNLESS APPROVED BY THE ENGINEER. IN GENERAL USE HAND OR SMALLPOWER TOOLS DESIGNED FOR SAWING AND GRINDING, NOT HAMMERING ANDCHOPPING. CUT HOLES AND SLOTS NEATLY TO MINIMUM SIZE REQUIRED AND WITHMINIMUM DISTURBANCE TO ADJACENT SURFACES.RESTORE WORK WHICH HAS BEEN CUT, REMOVED OR DAMAGED BY ADJACENT WORK.REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCHADJACENT FINISHES.CONSTRUCTION PHASE SITE VISITSGFDS ENGINEERS WILL PROVIDE CONSTRUCTION SITE VISITS AND OBSERVE THEPROGRESS AND QUALITY OF STRUCTURAL PORTIONS OF THE WORK. THESE VISITS ANDOBSERVATIONS ARE NOT INTENDED TO BE AN EXHAUSTIVE CHECK OR DETAILEDINSPECTION OF THE CONTRACTOR'S WORK, BUT RATHER TO ALLOW GFDS ENGINEERSTO BECOME GENERALLY FAMILIAR WITH THE WORK IN PROGRESS AND TO DETERMINE,IN GENERAL, IF THE WORK IS PROCEEDING IN ACCORDANCE WITH THE CONTRACTDOCUMENTS.THE GENERAL CONTRACTOR SHALL TAKE THE APPROPRIATE ACTION TO CORRECTPORTIONS OF THE WORK INDICATED AS BEING NOT IN COMPLIANCE WITH THECONTRACT DOCUMENTS.SPECIAL INSPECTION AND TESTINGIN ACCORDANCE WITH IBC 2009, CHAPTER 17 THE OWNER OR OWNER'S AGENT SHALLENGAGE A SPECIAL INSPECTOR TO PROVIDE SPECIAL INSPECTIONS. UNLESS OTHERWISESPECIFICALLY INDICATED, GFDS ENGINEERS SHALL NOT PROVIDE SPECIAL INSPECTION.CONTRACTOR SHALL REVIEW THE SPECIAL INSPECTION REQUIREMENTS SHOWN ON THECONTRACT DOCUMENTS AND/ OR ON COMPLETED FORMS ISSUED BY THE BUILDINGDEPARTMENT HAVING JURISDICTION OVER THE WORK AND SHALL NOTIFY TESTINGAGENCIES AT LEAST 24 HOURS IN ADVANCE OF TIME WHEN WORK THAT REQUIRESTESTING OR INSPECTING WILL BE PERFORMED.SEE PAGE S0.0 FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS.STRUCTURAL OBSERVATIONGFDS ENGINEERS WILL PROVIDE STRUCTURAL OBSERVATION IN ACCORDANCE WITHCBC 2013 [IBC 2006], CHAPTER 17, SECTION 1710 AS INDICATED ON THE DRAWINGS.CONTRACTOR SHALL REVIEW THE STRUCTURAL OBSERVATION REQUIREMENTS SHOWNON THE CONTRACT DOCUMENTS AND NOTIFY GFDS ENGINEERS AT LEAST 48 HOURS INADVANCE OF TIME WHEN WORK THAT REQUIRES STRUCTURAL OBSERVATION WILL BECOMPLETED.SUBMITTALSTHE FOLLOWING SHALL BE SUBMITTED TO GFDS ENGINEERS, WITH COPY TO THEARCHITECT, FOR REVIEW.CONTRACTOR PROPOSED CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, ANDMETHODS OF CONSTRUCTION FROM THOSE SPECIFIED ON THE STRUCTURALDRAWINGS.CONCRETE MIX DESIGNSTRUCTURAL STEEL ERECTION AND DETAIL DRAWINGSLIVE LOADSDESIGN LIVE LOADS PER CBC TABLE 1607.1 [IBC TABLE 1607.1]AND AS FOLLOWS. LIVELOADS MAY BE REDUCED IN ACCORDANCE WITH CBC SECTION 1607.9 [IBC TABLE1607.9].ROOF LIVE 20 PSFTYPICAL FLOOR LIVE100 PSF SANCTUARY PLATFORM 125 PSF SNOW LOAD 75 PSF EARTHQUAKE DESIGN DATASEISMIC FORCE-RESISTING SYSTEM:Ie1.25Ss0.35S10.076SITE CLASSDSds0.355Sd10.122SEISMIC DESIGN CATEGORYCR1.5 [ORDINARY PLAIN MASONRY SHEARWALLS]ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEREDUNDANCY FACTOR1.0WIND DESIGN DATABASIC WIND SPEED, V90 MPHIw1.25 (CATEGORY III)EXPOSURE[C (OPEN TERRAIN)]MAIN WIND-FORCE RESISTING SYSTEMSANALYSIS PROCEDUREMETHOD 2, RIGID, LOW-RISE, h < or = 60 FTCOMPONENTS & CLADDINGANALYSIS PROCEDUREMETHOD 2, LOW-RISE, h < or = 60 FTFOUNDATIONSFOUNDATION DESIGN IS BASED ON REPORT BY: H-P KUMAR, AND IS ENTITLED "SUBSOILSTUDY FOR FOUNDATION DESIGN PROPOSED ADDITION TO ST. MARY'S CATHOLICCHURCH". SPREAD FOOTINGS BEAR ON UNDISTURBED SOIL, ENGINEERED FILL, ORROCK. FOOTING DESIGN IS BASED ON A MAXIMUM ALLOWABLE SOIL BEARINGPRESSURE OF 4,000 PSF TOTAL LOADS, INCLUDING WIND OR SEISMIC.EXCEPT WHERE OTHERWISE SHOWN, EXCAVATIONS SHALL BE MADE AS NEAR ASPOSSIBLE TO THE NEAT LINES REQUIRED BY THE SITE AND SHAPE OF THE STRUCTURE. ALLFOUNDATIONS SHALL BE POURED WITH OUT THE USE OF SIDE-FORMS WHEREVERPOSSIBLE. IF THE TRENCHES CAN NOT FULLY STAND, FULLY FORM SIDES TO DIMENSIONSSHOWN.DO NOT ALLOW WATER TO STAND IN TRENCHES. IF BOTTOMS OF TRENCHES BECOMESSOFTENED DUE TO RAIN OR OTHER WATER BEFORE CONCRETE IS CAST, EXCAVATESOFTENED MATERIAL AND REPLACE WITH PROPERLY COMPACTED BACKFILL ORCONCRETE.WATERPROOFINGWHERE STRUCTURAL DETAILS INDICATE ANY WATERPROOFING OR VENTILATION ITEMS,THEY ARE SCHEMATIC ONLY AND FOR THE PURPOSE OF ASSISTING IN SHOWING ACOMPLETE STRUCTURAL DETAIL. REFER ONLY TO ARCHITECTURAL PLANS ANDSPECIFICATIONS FOR THE COMPLETE DESCRIPTION OF ALL REQUIREDWATERPROOFING AND VENTILATION SYSTEMS.CODE AND STANDARDSDESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE, 2009 EDITION. CONSTRUCTIONSHALL CONFORM WITH APPLICABLE SECTIONS OF THIS CODE.REFERENCE STANDARDS SHALL BE THE EDITION NOTED IN THE CODE, UNLESS OTHERWISEINDICATED.OCCUPANCY CATEGORY III / A-3TMStructuraldesign for finearchitecture99 Green Street, Third FloorSan Francisco, California 94111415 512 1301CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.6/23/2017 4:54:37 PM
S0.116055GENERAL NOTESST. MARY CATHOLIC CHURCH
533 E. MAIN STREET
ASPEN, COLORADO100% DD10.11.2016CD SET02.15.2017ISSUE: DATE:CD ADDENDUM #103.07.2017PERMIT RESUB #306.23.2017
PER PLAN 12" MIN TYP,VARIES, SEE PLAN3"CLRVFY W/GEOTECH3" MIN(N) FOOTING
6X BLOCK SHIM
POST PER PLAN
SIMPSON CB POST BASE
(N) FOOTING#5@12" EW
24" MAX24" MAX8"MIN¢½" X 20"
GROUT TO CUT EDGES
(E) STONE RUBBLE FDN
(E) BRICK WALL
¼ 2-4
TYP
¼"Ø EPOXY ANCHOR,
3" MIN EMBED
¡
18" MIN
9"1
2
NO EXCAVATION FOR PIPE
TRENCH PARALLEL TO
FOOTING ALLOWED WITHIN
THESE LINES
PIPE
BACKFILL
OFFSET
6
1
0"LAP SPLICE
1.LAP SPLICE LENGTHS ARE BASED
ON ACI 318-08 12.2.2, GR. 60
STEEL AND NORMAL WEIGHT
AGGREGATE. CLEAR SPACING
OF BARS BEING DEVELOPED OR
SPLICED NOT LESS THAN 2db
AND CLEAR COVER NOT LESS
THAN db.
2.CLASS A SPLICES ARE LIMITED TO
CASES WHERE ONE-HALF OR LESS
OF THE TOTAL REINFORCEMENT IS
SPLICED WITHIN THE REQUIRED
LAP LENGTH (STAGGERED
SPLICE). FOR WALLS THE SPLICES
SHALL ALSO BE STAGGERED WITH
RESPECT TO THE OPPOSITE
CURTAIN.
3.TOP BARS ARE BARS WITH MORE
THAN 12" OF CONCRETE POURED
BELOW THE BARS.
BAR
SIZE
CLASS B
SPLICE (in)
CLASS A
SPLICE (ld) (in)
TOP
BARS
OTHER
BARS
TOP
BARS
OTHER
BARS
F'c = 3000psi
#3 28 22 17
#4 37 29 22
#5 47 36 28
#6 56 43 33
#7 81 63 48
#8 93 72 55
#9 105 81 62
22
29
36
43
63
72
81
2"2" CLRCONC SLABTYP U.O.N.6"4"3"CONTRACTION
(CONVENTIONAL SAW-CUT)
JOINT ¼" MAX X 1½" DEEP,
SPACING NOT EXCEEDING
12'-0" EA WAY. CUT WITHIN
4 (HOT WEATHER) TO 8
(COLD WEATHER) HRS
AFTER FINISHING.
#4@16" EW
LIGHTLY GREASED #4X
2'-0"@16" O.C. DOWEL.
SUPPORT W/ DOWEL
BASKET TO ENSURE
PROPER ALIGNMENT
FREE DRAINING
GRAVEL SEE
GEOTECHNICAL
SUBGRADE, SEE
GEOTECHNICAL
REPORT
HOOK EXTENSIONS
90º BEND
135º BEND
180º BEND
HOOK EXTENSIONHOOKEXTENSIONHOOKEXTENSIONDDDBAR
SIZE
STANDARD STIRRUP & TIE
HOOKS
90º180º90º135º
#3 4.5"2.5"2.25"2.25"
#4 6"2.5"3"3"
#5 7.5"2.5"3.75"3.75"
#6 9"3"9"4.5"
#7 10.5"3.5"10.5"5.25"
#8 12"4"12"6"
#9 13.5"4.5"--
#10 15"5"--
#11 16.5"5.5"--
STANDARD HOOK BEND DIAMETER
#3 THROUGH #8:D=6d
#9, #10, #11:D=8d
STIRRUP & TIE BEND DIAMETER
#3 THROUGH #5:D=4d
#6 THROUGH #8:D=6d
NOTE:
d=BAR DIAMETER
D=INSIDE DIAMETER OF BEND
ldh
COLD
JNT
1.EMBEDMENT LENGTHS ARE
BASED ON ACI 318-08 12.5,
GR 60 STEEL AND NORMAL
WEIGHT AGGREGATE.
2.FOR MODIF 12.5.3 (a) SIDE
COVER NOT LESS THAN 2½",
COVER ON EXTENSION OF
90º HOOK NOT LESS THAN 2".
3.FOR MODIF 12.5.3 (b)(c)
BARS ENCLOSED IN TIES OR
STIRRUPS PERP TO THE BAR
SPACED NOT GREATER THAN
3db ALONG ldh.
F'c = 3000psi
#3 8"
#4 11"
#5 14"
#6 17"
#7 20"
#8 22"
#9 25"
6"
8"
10"
12"
14"
16"
18"
6"
6"
8"
10"
11"
13"
14"
BAR SIZE
BASIC
LENGTH
ldh
12.5.3
(a)
MODIF
0.7 ldh
12.5.3
(a)(b)(c)
MODIF
0.7(0.8)
ldh
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:12 PMS0.2
16055
TYPICAL
CONCRETE
DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/2" = 1'-0"S0.2
7 PIPE PARALLEL TO FOOTING
1" = 1'-0"S0.2
1 TENSION LAP SPLICES FOR
DEFORMED BARS
1" = 1'-0"S0.2
6 SLAB ON GRADE EXPOSED
EXTERIOR 6" 1" = 1'-0"S0.2
3 STANDARD REINF HOOKS
EXTENSION AND BEND DIA.
1" = 1'-0"S0.2
2 TENSION DEVELOPMENT FOR
STANDARD HOOKS
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
1" = 1'-0"S0.2
4 WOOD POST BASE AT
FOOTING
1" = 1'-0"S0.2
5 (N) OPENING IN (E) STONE
FOUNDATIN WALL
CD SET 02.15.2017
A
A
HSS COL
EN
3X NAILER, TYP
WINDOW/DOOR
SHEAR
WALL SEE
PLAN
WHERE OCCURS
É"Ø BOLT OR WELDED
THREADED ROD @24".
COUNTERSINK FLUSH
WHERE REQUIRED
SHEAR
WALL SEE
PLAN
EN
É"Ø WELDED THREADED
ROD @ 24".
COUNTERSINK FLUSH
WHERE REQUIRED, TYP
3X NAILER, TYP
SIMPSON TB
SCREWS OR
EQUIV. @ 6"
CONTINUOUS PANEL EDGE AT BLOCKED
DIAPHRAGM. ADD 2X4 FLAT BLOCKING
AND EDGE NAIL
EDGE NAIL TO JOIST,
BLOCKING OR TRUSS OVER
SHEARWALL
⅛" CLEAR BETWEEN SHEETS
CONTINUOUS PANEL
EDGE AT UNBLOCKED
DIAPHRAGM. NAIL EA
FRAMING MEMBER
T&G EDGE
SQUARE END OVER
JOIST AND EDGE NAIL
FRAMING MEMBER
INTERMEDIATE
FRAMING NAILS @ 12"
ELASTOMERIC ADHESIVE AT FLOOR
2 '-0 " M IN P A N E L D IM
A T B O U N D A R Y
DIAPHRAGM
BOUNDARY
EDGE NAIL
RIM JOIST OR
BLKG
TOP
PLATE
SHEARWALL,
SEE PLAN
NOTES:
1. LOCATE NAILS ⅜" MIN FROM PANEL EDGES
AND ENDS.
2. PANELS NOT LESS THAN 4'X8' EXCEPT AT
BOUNDARIES AND CHANGES IN FRAMING
WHERE MINIMUM PANEL DIMENSION SHALL BE
24" UNLESS ALL EDGES OF THE UNDERSIZED
PANELS ARE SUPPORTED BY FRAMING
MEMBERS OR BLOCKING.
ECCQ POST CAP ON
TOP OF TOP PLATE
EDGE NAIL
PLYWOOD
TO POST IF SUPPORT IS
WITHIN SHEARWALL
DO NOT DISRUPT
FINISHES. MAY
NOTCH TOP PLATE
& POST BELOW
½" MAX &
UNDERSIZE
POST CAP
SOLID OR
DOUBLE-STUD
POST TO MATCH
BEAM WIDTH
EN
RIM JOIST W/
3-16d END NAIL
TO JOIST OR
BLOCKING
3-8d TOE NAIL
TO PLATE
PROVIDE 2X
BLOCKING @ 48"DbFLOOR OR
ROOF JOIST
STUD
NOTE: FOR HOLES IN TJI'S OR
OTHER ENGINEERED LUMBER,
CONSULT MANUFACTURERS
INSTRUCTIONS.
Ds
Ds/2 Ds/2Ds 1/3 SPAN MIN Db MIN
2" MIN2" MINDb/3 MAX0.60 Ds MAX (DBL STUD)
0.40 Ds MAX (SINGLE STUD)
MAX DIMENSION = 2X JOIST SPACE
DBL HDR JOIST
FLOOR/ROOF
OPENING
DBL HDR JOIST
CUT JOIST
NOTE: SEE PLANS
FOR LARGER
OPENINGSDBL TRIMMER JOISTDBL TRIMMER JOISTWF BEAM
2 ROWS OF ⅝"Ø A307
BOLTS @ 32" EA ROW
U.O.N. STAGGER TOP
AND BOTT
BOLTS MAY BE
COUNTER SUNK
3X OR 4X NAILER
NOTCH AT FILLET TO
BEAR ON BOTTOM
FLANGE
3X NAILER
WF BEAM
2 ROWS OF ⅝"Ø A307
BOLTS @ 32" EA ROW
U.O.N. STAGGER
BOLTS EA SIDE OF
FLANGE. CARRIAGE
BOLTS OR
COUNTERSUNK BOLTS
MAY BE USED.
COUNTERSINK 1" MAX.
SIDE NAILER
TOP OR
BOTTOM
FLANGE NAILER MIN2½"MIN 2 "
STEEL
7/8" MIN
1" MIN WOOD
TOP OF
BEAM
4X
BLKG
JOISTS
PLAN
FRAMING PERP TO STRAP OVER DRAG BEAM
FRAMING PERP WITH
STRAP AT UNDERSIDE
UNDERSIDE OF DRAG
BEAM
CMST STRAP CMST STRAP
4X4 BLKG DBL 2X LVL
W/ 16d@4
STAGGER
CMST12 CMST12
EDGE NAIL A SHTG
FULL
HEIGHT 4X
BLOCK W/
A35 EA
END
EDGE NAIL A
SHTG FULL
LENGTH OF
BEAM
2 ROWS 8d@4Á" EA ROW, STAGGER
4'-0" OR AS NOTED ON PLAN
2 ROWS 16d@3Ç"
4'-3" U.O.N.
SDS SCREW OR
LAG SCREW
3"3"3 1/2"3"3"3 1/2"
HEAVY TOP PLATE SPLICE
AT 6" WALLS
HEAVY TOP PLATE SPLICE
TYP TOP PLATE SPLICE
5'-6" MIN LAP
4'-0" MIN LAP
8-16d SINKERS @ 6"
20-16d SINKERS @ 3"
STAGGERED
A
B
C
SEE TIEDOWN DETAILS FOR SPECIAL
CONDITIONS AT SHEAR WALLS
FLUSH
HDR
'F'
DOUBLE BLKG
AT UPPER
FLOORS UNDER
HDR STUDS
& CRIPPLES
6-16d
END NAIL
DROP
HDR 'H'
16d@24", TYP
1-2X TIMMER,
U.O.N.
HDR STUD
1-2X MIN
3" MIN
2-2X MIN
HDR STUD
SPECIAL HDR
STUDS, SEE PLAN
OR SCHEDULE
DOUBLE-LAYER SUBFLOOR NOTES:
1. INSTALL FIRST LAYER OF SHEATHING PER 1/S0.3
2. OFFSET UPPER LAYER OF SHEATHING END AND EDGE JOINTS BY AT
LEAST 2" FROM THE SUBFLOOR JOINTS IN THE SHEATHING LAYER
BELOW.
3. UPPER LAYER OF SHEATHING JOINTS SHALL NOT COINCIDE WITH
JOISTS BELOW.
4. MAINTAIN Á"-Â" GAP BETWEEN UPPER PANELS. FILL GAP WITH
SILICONE.
4. FASTEN THE UPPER LAYER OF SHEATHING TO LAYER BELOWWITH
ADHESIVE AND SCREW WITH #10X1½" SCREWS @ 6" EDGE AND 12"
FIELD. FASTENERS IN UPPER SHEATHING LAYER SHALL NOT PENETRATE
JOISTS BELOW.
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/16/2017 9:27:26 AMS0.3
16055
TYPICAL WOOD
DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S0.3
1 Diaphragm Sheathing
1" = 1'-0"S0.3
2 Discontinuous Beam Support
1" = 1'-0"S0.3
3 Floor Roof Exterior Wall
Blocking 1" = 1'-0"S0.3
5 Holes and Notches in Sawn
Lumber
1" = 1'-0"S0.3
4 Opening in Floor or Roof
1" = 1'-0"S0.3
9 Steel Beam with Wood Nailer
1" = 1'-0"S0.3
6 Strap CMST Collector
1 1/2" = 1'-0"S0.3
7 Top Plate Splice
1" = 1'-0"S0.3
8 Wood Header Framing
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
1" = 1'-0"S0.3
10 HSS NAILER IN WALL
CD SET 02.15.2017
1 1/2" = 1'-0"S0.3
11 DOUBLE LAYER SUBFLOOR
FOOTNOTES NAIL NOTES
BB C D EA
WOOD SHEAR WALL SCHEDULE - ANSI 2008 SDPWS SEISMIC
290
(464)
15/32"
PS-1,PS-2
SHEATHING
2X 2X 2X 10d@6" 16d@6"
SDS¼"X4½"
@12"
SDS¼"X6"
2 @16"É"Ø@48"
A34@16"
OR
LTP4@16"
ASD/(LRFD)
SHEAR
CAPACITY
FOR SEISMIC
(PLF)
SYMBOL SHEATHING
MATERIAL
(PLF)
MIN STUD AT
ADJOINING
PANEL
EDGES (1)
FOUNDATION
SILL
(2)
SILL AT
UPPER
FLOOR
EDGE
NAILS
(3)
2X BLOCK
OR
TRANSFER
STUD (4)
3X BLOCK
OR
TRANSFER
STUD (5)
FLOOR SILL
(5)
ANCHOR
BOLT
(6)
CLIPS
(7)
(1) 2- 2X STUDS MAY BE SUBSTITUTED FOR 3X STUD AT ADJOINING PANEL EDGES FOR
SINGLE-SIDED SHEAR WALLS ONLY. FASTEN 2-2X STUDS TOGETHER WITH 2 ROWS
16d@4" STAGGER NAILS.
(2) FOUNDATION SILLS SHALL BE PRESSURE TREATED DF-L OR NON-PRESSURE TREATED
WITH BITUTHENE MEMBRANE BETWEEN SILL & CONCRETE.
(3) PROVIDE FLAT BLOCKING AT UNSUPPORTED EDGES, 2X4 FOR ONE ROW, 2X6 FOR
TWO ROWS. COMMON OR GALVANIZED BOX NAILS MAY BE USED.
(4) COMMON, BOX OR SINKER NAILS. STAGGER NAILS.
(5) SIMPSON COMPANY OR APPROVED EQUIVALENT. STAGGER SCREWS.
(6) MINIMUM TWO BOLTS PER PIECE OF SILL. PROVIDE 3"X3"X¼" ¢ WASHER WITH Ê"Ø
HOLE BETWEEN SILL PLATE AND NUT. SEE GENERAL NOTES.
(7) SIMPSON COMPANY OR APPROVED EQUIVALENT.
(8) SHEAR WALL IS SHEATHED WITH PLYWOOD ON EACH FACE. ALL NAILING
REQUIREMENTS APPLY TO EACH SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON
DIFFERENT FRAMING MEMBERS.
NAILS SHALL BE SPACED 2" OC MINIMUM. USE HOT DIPPED GALVANIZED
OR STAINLESS STEEL WHEN PENETRATING PRESSURE-TREATED WOOD.
DO NOT DRIVE NAILS THROUGH FACE LAYER OF PLYWOOD. DO NOT
SPLIT LUMBER. ANY STRUCTURAL LUMBER SPLIT DUE TO NAILING SHALL
BE REPLACED. IF REQUIRED, PRE-DRILL NAIL HOLES TO AVOID SPLITTING.
6
SHEARWALL SEE
PLAN FOR
LOCATION:
SCHEDULE FOR
MATERIAL AND
CONNECTIONS
TIEDOWN POST SEE
TIEDOWN SCHEDULE.
LOCATE SO BASE
BOLTS ALIGN
VERTICALLY EDGE NAIL
PLY TO TIEDOWN POST
TIEDOWN WHERE
SHOWN ON
PLAN
TIEDOWN BASE BOLT
ANGLE CLIP PER
WALL BELOW
WHERE TIEDOWN IS
SHOWN AT FLOOR,
PROVIDE THE SAME
TIE DOWN IN WALL
BELOW FLOOR
3X4 FLAT AT
PLWD EDGES
ANCHOR BOLT
TIEDOWN BASE BOLT,
SEE TIEDOWN SCHEDULE
SHEET EDGE
SILL
SCREW
FLR SHTG
EDGE
NAIL
INTERIOR
STUD
EDGE NAIL TO TOP
PLATE, SILL AND
TIEDOWN POST
FLAT CLIP
CRIPPLE
KING STUD
E
D
A
C
A
E
A
STUD AT
ADJOINING
PANEL
EDGES
PLACE ONE-HALF OF
EDGE NAILS TO EA STUD
AT 2- 2X TIEDOWN STUD
HEADER
CONNECT MULTIPLE 2X TIE
DOWN STUDS W/ SDS
¼"X2½", SEE TIEDOWN
SCHEDULE
TIEDOWN POST, ALIGN
W/ POST BELOW
2X SILL UPPER FLOORS,
U.O.N.FLOOR
SHTG
JOIST OR
BLKG
HEADER
TIEDOWN
POST
3X P.T. FNDN SILL
PER SCHED U.O.N.W/ PLWD PANELSBE CONSTRUCTEDSHEAR WALLS TODIRECTION2'-0" IN ANYNOT LESS THAN4" MIN
SPACING ¡ TO ¡
SEE SCHED
4" MIN 3" 3"
S0.4
A
-
-
A
WHEN JOISTS ARE
PARALLEL TO
WALL, ADD BLKG
@ 4'-0" W/ 3-10d
EA BLOCK
DIAPHRAGM
EDGE NAIL TO
ADD BLKG
3X JOIST OR BLOCKING TO
MATCH FLOOR JOIST. U.O.N.
DIAPHRAGM
BOUNDARY NAIL
ALONG ENTIRE
LENGTH OF JOIST
BLKG AT EXTERIOR
WALL
EDGE NAIL
TO JOIST/
BLOCKING PER
WALL BELOWLOCATE PLY JOINT
AT JOIST/ BLOCKING
EDGE NAIL TO
JOIST/ BLOCKING
PER WALL
BELOW, SEE
10d@6"1_2"3_8"½" MINTM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/16/2017 9:27:31 AMS0.4
16055
TYPICAL SHEAR
WALL DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S0.4
1 SHEARWALL SCHEDULE
1" = 1'-0"S0.4
2 SHEAR WALL SCHEMATIC
ELEVATION
1 1/2" = 1'-0"S0.4
3 TYPICAL SHEAR WALL
THRU-FLOOR FRAMING
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
A A
B B
D D
E E
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
(E) ACCESS OPENING(E) COL(E) COLDEMO PORTIONS OF EXISTING
FRAMING ON FOUNDATIONS AND
PREPARE SOILS TO TO ACCOMODATE
NEW COLUMN AND FOOTING
LOCATIONS
DEMO PORTIONS OF EXISTING
FRAMING ON FOUNDATIONS AND
PREPARE SOILS TO TO ACCOMODATE
NEW COLUMN AND FOOTING
LOCATIONS
DEMO EXTERIOR WALL FOR NEW MEP
OPENING2' - 0"+/-24"X36" STONE BRICK
AND MORTAR
FOUNDATION WALL1' - 6"+/-18"X24" INTERIOR
RUBBLE STEM WALL
+/-18"X24" INTERIOR
RUBBLE STEM WALL
TIMBER POSTS ON
STACKED RUBBLE
FOUNDATIONS, TYP
TIMBER POSTS ON
STACKED RUBBLE
FOUNDATIONS, TYP
BASEMENT WALLS
BASEMENT WALLS
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:27:11 PMS2.1
16055
DEMOLITION -
BASEMENT LEVEL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.1
1 EXISTING BASEMENT LEVEL
DEMO PLAN
50% CD 12.20.2016
N
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
A A
B B
D D
E E
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
(E) 3- 2X6
(E) 3- 2X6(E) 3- 2X6
(E) 3- 2X6
(E) 4- 2X12
(E) 4- 2X12 BLW(E) POSTBLW(E) POSTDEMO EXISTING
COLUMNS IN THIS AREA
AFTER RE-SUPPORTING
STRUCTURE ABOVEDEMO EXISTING
MAIN LEVEL WALL
FRAMING FOR NEW
OPENING LAYOUTS
DEMO EXISTING
WALL FRAMING FOR
NEW OPENING
LAYOUTS
DEMO EXISTING WALL
FRAMING TO
ACCOMODATE NEW
POSTS
(E) 2X11½ @ 1'-0"
(E) 2X11½ @ 1'-0"
(E) 2X11½ @ 1'-0"
INTERIOR FLOOR
SUPPORT BEAM FROM
PRIOR RENOVATION
INTERIOR FLOOR
SUPPORT BEAM FROM
PRIOR RENOVATION
ORIGINAL PRIMARY
FLOOR SUPPORT
LINES
EXTERIOR BRICK WALL
BASEMENT
FOUNDATION
WALLS BELOW,
TYP
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:27:16 PMS2.2
16055
DEMOLITION -
MAIN LEVEL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.2
1 EXISTING MAIN LEVEL DEMO
PLAN
50% CD 12.20.2016
N
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
A A
B B
D D
E E
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
DEMO EXISTING
MAIN LEVEL WALL
FRAMING FOR NEW
OPENING LAYOUTS
(E) 3-2X10 (E) 3-2X10
DEMO EXISTING
WALL FRAMING FOR
NEW OPENING
LAYOUTS
(E) (2)1¾x11Í(E) POST(E) POSTDEMO (E) BEAM
AND POSTS FOR
REVISED OPENING
(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
TRIM BACK (E) JOISTS
TO HANG AT FACE
OF NEW FLUSH BEAM
REMOVE (E) CEILING
JOISTS AT DOMED
ROOF FOR NEW
FLOOR JOISTS
DEMO EXISTING
FLOOR AND
CEILING FRAMING
AS NEEDED FOR
STAIR REMOVAL
AND NEW FLOOR
INFILL
DEMO PORTIONS OF
WALL ABOVE AND
BELOW FLOOR LEVEL
FOR NEW WALL
LOCATIONS AND
FRAMING. CUT BACK
(E) LOWER STAIR
LANDING SUPPORT
BEAM TO NEW WALL
LOCATION.
DEMO PORTIONS OF
WALL ABOVE FLOOR
LEVEL FOR NEW WALL
LOCATIONS AND
FRAMING
DEMO EXISTING
SANCTUARY FLOOR
OVERFRAMING AS
REQUIRED FOR NEW
RAISED SANCTUARY
LAYOUT AND MEP
REQUIREMENTS
DEMO (E) CEILING JOISTS
ABOVE SANCTUARY FOR
NEW SANCTUARY CEILING
FRAMING BETWEEN GRIDS
2&8 AND A&E
(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) MC10X22(E) MC10X22(E) MC10X22(E) MC10X22(E) 3X11½" @16" W/
(1) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(1) 1¾X18" REINF. JOISTS(E) 3X11½" @16"
(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(1) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(1) 1¾X18" REINF. JOISTS(E) 3X11½" @16"
(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
(E) W14X34
(E) 3X11½" @16"(E) 3X11½" @16"(E) 3X11½" @16"
(E) 3X11½" @16" W/
(1) 1¾X11Í" REINF. JOISTS
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:27:21 PMS2.3
16055
DEMOLITION -
SANCTUARY
LEVEL PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.3
1 EXISTING SANCTUARY DEMO
PLAN
50% CD 12.20.2016
N
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
B B
D D
9
9
8
8
DEMO (E) RAISED
CHIOR LOFT
FLOOR
DEMO WALL AS
REQUIRED FOR
NEW STEEL
COLUMNS AND
WOOD INFILL
FRAMING
DEMO WALL AS
REQUIRED FOR
NEW STEEL
COLUMN, POSTS,
AND WOOD INFILL
FRAMING
DEMO WALL FRAMING
FOR REVISED OPENINGS
DEMO WALL FRAMING
FOR REVISED OPENINGS
DEMO (E) FLOOR
OVERFRAMING
DEMO (E) FLOOR
OVERFRAMING
B B
D D
9
9
8
8 (E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½
(E) 3x11½
DEMO EXISTING
FLOOR ABOVE
NEW CHOIR LOFT
DEMO BASE OF
EXISTING CLOLUMN
TO NEW CHOIR
LOFT OPENING
ELEVATION (E) 6X10B B
D D
9
9
8
8 (E) 10X10(E) 10X10DEMO
ATTIC
ACCESS
LANDING
(E) 10X10
(E) 10X10
DEMO FLOOR STRUCTURE
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:27:26 PMS2.3.1
16055
DEMOLITION -
CHOIR LOFT &
BELFRY FRAMING
PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.3.1
1 EXISTING CHOIR LOFT DEMO
PLAN
3/16" = 1'-0"S2.3.1
2 EXISTING BELFRY FLOOR DEMO
PLAN 3/16" = 1'-0"S2.3.1
3 EXISTING BELFRY LOFT DEMO
PLAN
50% CD 12.20.2016
N
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
A A
B B
D D
E E
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
SQ.
3' - 0"
NEW 16" THICK
SPREAD FOOTING
1
S4.0
6x66x64' - 6"MIN1' - 6"(E) COLUMN, TYP
2
S4.0
6x63' - 0"
NEW 12" THICK
SPREAD FOOTING
TYP OF 3
6x66x6TYP OF 24
S0.2
4
S0.2
TYP OF 4
5
S0.2
MEP OPENING IN
(E) MASONRY WALL
4' - 6"MIN2' - 3"6x66x6NEW 16" THICK
SPREAD FOOTINGMIN1' - 6"MIN1' - 6"SQ3' - 0"2' - 6"TYP OF 32' - 3"2' - 3"TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:07 PMS2.4
16055
PROPOSED -
FOUNDATION
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADON
3/16" = 1'-0"S2.4
1 PROPOSED BASEMENT LEVEL
FOUNDATION PLAN
100% DD 10.11.2016
11.14.2016DD ADDENDUM
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
A A
B B
D D
E E
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
(E) 3- 2X6
(E) 4- 2X12
(E) 4- 2X12
(E) 3- 2X6(E) 3- 2X6
(E) 3- 2X6
@(E) 2x12 1'-4"
INFILL (E) DOOR
OPENING
INFILL (E) DOOR
OPENING
NEW WALL FRAMING.
PROVIDE BLOCKING
BELOW NEW HEADER
POSTS DOWN TO
FOUNDATION, TYP
NEW WALL FRAMING,
TYPINFILL (E) DOOR
OPENING
(E) FOUNDATION WALL
BELOW
1
S4.0
ABV & BLW6x6ABV & BLW6x6ABV & BLW6x62
S4.0 4X44X4PROVIDESOLID
BLOCKING BELOW
POST, TYP
ABV & BLW6x6TYP OF 26x61
S8.1
1
S8.1
1
S8.1
8
S0.3 (3)1¾x11Í1
S8.1
(E) 2X11½ @ 1'-0"
(E) 2X11½ @ 1'-0"TYP OF 3SIM
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:39 PMS2.5
16055
PROPOSED -
MAIN LEVEL
FRAMING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.5
1 PROPOSED MAIN LEVEL
FRAMING PLAN
N
100% DD 10.11.2016
11.14.2016DD ADDENDUM
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
A A
B B
D D
E E
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1 @2x61'-4"(N) ¾" PLYWD OR AS REQ'D
TO MATCH (E) FLOOR
SHEATHING DEPTH (E) MC10X22(E) MC10X22(E) MC10X22(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(E) 6.75x12(3)1¾x11Í(E) W14X34 (2)1¾x11Í (2)1¾x11Í
(E) BEAM
(E) BEAM
(E) BEAM
(2)1¾x11ÍINFILL (E) WALL
OPENING
INFILL (E) WALL OPENING
SIMPSON HU
MASONRY HANGER
AT BEAM
(3)1¾x14
CROSS HATCHED AREA INDICATES
NEW RAISED PLATFORM WITH 2X8
MIN OVERFRAMING 16" OC W/
6'-0" MAX SPAN. PROVIDE
DOUBLE LAYER ¾" SHEATHING PER
11/S0.3. COORDINATE FRAMING
WITH INTEGRATED DUCTING
LAYOUT.
(2)1¾x11Í(2)1¾x11Í
(N) ¾" PLYWD OR AS REQ'D TO
MATCH (E) SHEATHING DEPTH
1
S4.0
CROSS HATCH
INDICATES 2X6
FLOOR OVERFRAMING
AT LANDINGS AND
STORAGE ROOM.
HANG FLOOR JOISTS
TO EASIDE OF NEW
FLUSH BEAM, TYP BLW6x6BLW6x6HSS4X3X3/8ABV & BLW6x6PROVIDE FRAMED OPENING
FOR AIR CURTAIN, SEE MEP
AND ARCH. PROVIDE
SHEATHING AND
OVERFRAMING ABOVE
OPENING.(2)1¾x11Í1¾X11Í LVL @ 1'-4"1¾X11Í LVL @ 1'-0"(3)1¾x11ÍHEADERHEADERHEADERHEADER
(E) JOISTS)
(E) JOISTS)
NEW PLYWOOD
SHEAR WALL, SEE
S0.04 TYP
2
S4.0HSS4X3X1/41¾x11Í LVL(E) (3)1 3/4x168
S0.3TYP
2
S8.1
6
S8.1
5
S8.1
3
S8.1
4
S8.1
6
6
6
6
6
(E) BEAM
(E) BEAM
4X44X4(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(1) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(1) 1¾X18" REINF. JOISTS(E) 3X11½" @16"
(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(1) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16" W/
(1) 1¾X18" REINF. JOISTS(E) 3X11½" @16"
(E) 3X11½" @16" W/
(2) 1¾X11Í" REINF. JOISTS
(E) 3X11½" @16"
(E) 3X11½" @16"HSS4X3X3/8Core-Wood
Joist-11 7/8"
2
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:44 PMS2.6
16055
PROPOSED -
SANCTUARY
FRAMING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.6
1 PROPOSED SANCTUARY
FRAMING PLAN
N
100% DD 10.11.2016
11.14.2016DD ADDENDUM
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
B B
D D
9
9
8
8
7
7
(N) WALL
OPENING FOR
DUCT, SEE MEP
(N) WALL INFILL BLW,
DOOR OPENING
ABOVE. REFRAME WALL
AS REQUIRED FOR NEW
FLOOR AND DOOR
ABV.
W10X17
W10X33
W10X19W10X17W10X17W10X33
OPEN TO BELOW
W10X17
1
S4.0
WELDED BENT FRAME
CORNER
W10X19OPEN
TO
BELOWW6X15
W6X15BLWHSS4X3X3/81¾X11Í LVL @ 1'-4"1¾X11Í LVL @ 1'-4"STEEL MOMENT
CONNECTION FROM
BEAM TO COLUMN
REVISED WALL OPENINGS,
SEE ARCH AND TYP STRUCT DETAILS
2
S4.0 ABV & BLWHSS4X3X1/4S7.1
9 8
S7.1
6
S7.1
7
S7.1
9
S8.1
11
S8.1
HSS 4X3X1/4 BLW
6
6
6
6
6
7
S7.2 TYP OF 3
B B
D D
9
9
8
8 (E) 10X10(E) 10X10(E) 10X10
(E) 10X10W10X22 (3)1¾x11ÍFASTEN STEEL
BEAM TO WOOD
CORNER POST, TYP
EA END
NEW ACCESS
OPENING
(E) 10X10
COLUMNS, TYP
EA CORNER
BLWW6X15BLWW6X152X8 @ 1'-4"NEW WALL FRAMING
BELOW
2
S4.0
2
S7.2
2X10 @ 1'-4"2X10 @ 1'-4"B B
D D
9
9
8
8
2
S4.0
(3)1¾x9 1/4"
(3)1¾x9 1/4"(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E) 3x11½(E)10X10(E) 6X10(E)10X10(E)10X10(E) 6X10(E)10X10(2)1¾x9¼NEW FRAMED
WALL ABOVE
BEAM
(E) POST BLW
(E) 10X10 BM
(N) 4X4 POST BLW
(N)CHANNEL, TYP
7
S8.1
7
S8.1
1
S7.2
6
6
6
6
6
6
6
PROVIDE (2)
1¾X11Í" HEADER
AT DOOR
OPENING BELOW
(E) POST
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:27:07 PMS2.7
16055
PROPOSED -
CHOIR LOFT &
BELFRY FRAMING
PLANSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.7
1 PROPOSED CHOIR LOFT
FRAMING PLAN
3/16" = 1'-0"S2.7
3 PROPOSED BELFRY LOFT
FRAMING PLAN
100% DD 10.11.2016
11.14.2016DD ADDENDUM
3/16" = 1'-0"S2.7
2 PROPOSED BELFRY FLOOR
FRAMING PLAN
50% CD 12.20.2016
N
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
A A
B B
D D
E E
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
(E) BUILT-UP TRUSSES,
TYP OF 5
BEAMS FOR FAN COIL SUPPORTS
BETWEEN TRUSS TOP CHORDS,
SEE MEP AND 3/S8.2
1
S4.0
1
S8.2
NOTE: EXISTING SANCTUARY CEILING IS BEING REMOVED AND
REPLACED. THE EXISTING TRUSSES REQUIRE MODIFICATION TO
ACCOMODATE ADDTIONAL CEILING WEIGHT BEYOND
EXISTING WEIGHTS. TOTAL ASSEMBLY WEIGHT OF NEW CEILING
SHALL NOT WEIGH MORE THAN 20PSF INCLUDING CEILING
JOISTS WITH TRUSS MODFICIATIONS AS DETAILED ON SHEET S8.2.
REVIEW CEILING ASSEMBLY WITH STRUCTURAL ENGINEER PRIOR
TO CONSTRUCTION.
TYP OF 5
FOR BELFRY LOFT FRAMING,
SEE 2/S2.7
(E) CEILING JOISTS)(E) CEILING JOISTS)2X8
2-2X8NEW FRAMED
OPENING IN
CEILING AND
WALL FRAMING,
SEE 5/S0.3 & 9/S0.3
2X8 @ 16"NEW RAISED CEILING FRAMING
ABOVE NEW CHOIR LOFT FLOOR
NEW PLYWOOD
SHEAR WALL
SHEATHING ACROSS
FACE OF BACK
SANCUTARY WALL
NEW PLYWOOD SHEARWALL
SHEATHING ON BACK SIDE OF
WALL IN ATTIC
NEW PLYWOOD
SHEARWALL SHEATHING
ON BACK SIDE OF WALL
IN ATTIC
PROVIDE OPENING IN
CEILING FRAMING FOR
DUCT CHASE, SEE MEP AND
TYP DETAIL 5/S0.3
PROVIDE OPENING IN
CEILING FRAMING FOR
DUCT CHASE, SEE MEP
AND TYP DETAIL 5/S0.3
C6X8.2
C6X8.2
(N) 600S200-54 CEILING RAFTERS.
FASTEN TO TRUSS EA SIDE W/
SIMPSON SSC4.25 OR EQUIV.
2
S4.0
6
6
2-2X8HEADER, SEE 9/S0.3
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:53 PMS2.8
16055
PROPOSED -
ROOF FRAMING
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 3/16" = 1'-0"S2.8
1 PROPOSED ROOF FRAMING
PLAN
N
100% DD 10.11.2016
11.14.2016DD ADDENDUM
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
MAIN LEVEL
100' - 0"
SANCTUARY
112' - 10 1/2"
UPPER BELFRY
138' - 0 1/2"
(E) LOWER BELFRY
132' - 8"
EX CHOIR LOFT LEVEL
115'-0 3/4"
T.O. ROOF
146'-0"
PROPOSED CHOIR
LOFT
122' - 4 1/2"
A B C D E
2
S4.0
4
S0.2
4
S0.2
4
S0.2
1
S8.1
1
S8.1
TYP
TYP
1
S8.1
TYP
TYP
2
S8.1
SIM
S8.1
3
SIMPSON CCQ
CAP
(E) BEAM AT
STAIR LANDING
ELEVATION
S8.1
4
S8.1
5
S8.1
6
6
S7.1
8
S7.1
8
S7.1
OPP7
S7.11' - 6"S7.2
1
S7.2
1OPP
S7.2
2
S7.2
2OPP
8
S8.1
(E) WALL FRAMING
APPROX AREA OF
(N) WALL FRAMING
HEADERHEADER
6
6
6
6
6
6
(N) FOOTING(N) FOOTING
(E) FOOTING, TYP
T.O. CRAWLSPACE
FOUNDATION
94' - 0"
(E) EXTERIOR
MASONRY WALL
S8.1
1
TYP
MAIN LEVEL
100' - 0"
UPPER BELFRY
138' - 0 1/2"
(E) LOWER BELFRY
132' - 8"
SANCTUARY LEVEL
112'-10 1/2"
EX CHOIR LOFT LEVEL
115'-0 3/4"
T.O. ROOF
146'-0"
CHOIR LOFT LEVEL
122'-4 1/2"
987
1
S4.0
SIMPSON ECCQ
CAP SIMPSON CCQ
CAP
S8.1
2
SIMPSON HU
MASONRY
CONNECTOR
1¾x14 LVL
(E) WALL FRAMING
APPROX AREA OF (N)
WALL FRAMING
S8.1
8
1
S7.2
2
S7.2
S7.1
8
S8.1
9
S8.1
10
S8.1
11
7
S8.1
S0.3
2
S8.2
7
6
6
6
(E) BELFRY BRACES TO
REMAIN, TYP
(E) MAIN FLOOR
STRUCTURE
(E) EXTERIOR MASONRY
WALL
T.O. CRAWLSPACE
FOUNDATION
94' - 0"
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:27:34 PMS4.0
16055
PROPOSED -
BUILDING
SECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"S4.0
1 SOUTH SANCTUARY WALL
ELEVATION 1/4" = 1'-0"S4.0
2 EAST TOWER ELEVATION
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
tfKdetEncr.3/64"
tw
BEAM
DEPTH
(D)
¢
THICKNESS
(INCHES)
¢ MIN
DEPTH
(INCHES)
A325-N
BOLTS
WELD
(INCHES)
CONVENTIONAL
CONFIGURATION
CAPACITY (KIPS)
EXTENDED
CONFIGURATION
CAPACITY (KIPS)
CENTER OF HOLE
TO EDGE OF
PLATE & BEAM
WEB
ASD LRFD ASD LRFD Leh Lev
W8X Å 5.5 2-¾"∅ ¼ 21.2 31.8 4.8 7.3 1½" 1¼"
W10X Å 5.5 2-¾"∅ ¼ 21.2 31.8 4.8 7.3 1½" 1¼"
W12X Å 9 3-¾"∅ ¼ 31.8 47.7 10.3 15.4 1½" 1½"
W14X Å 9 3-¾"∅ ¼ 31.8 47.7 10.3 15.4 1½" 1½"
W16X Å 12 4-¾"∅ ¼ 42.4 63.6 18.3 27.5 1½" 1½"
W18X Å 15 5-¾"∅ ¼ 53.0 79.5 27.5 41.2 1½" 1½"
W21X Å 18 6-¾"∅ ¼ 63.6 95.4 37.6 56.5 1½" 1½"
W24X Å 21 7-¾"∅ ¼ 74.2 111.0 48.5 72.7 1½" 1½"
W27X Å 24 8-¾"∅ ¼ 84.8 127.0 59.7 89.5 1½" 1½"
NOTES:
(1) AISC 13TH EDITION, A36 PLATE
(2) BOLT HOLES MAY BE STD OR SSL
(3) CONVENTIONAL
CONFIGURATION a < 3"
(4) EXTENDED CONFIGURATION
3" < a < 6
(5) FILLET ENCROACHMENT:
kdet - t f Encr.
in. in.
Ä Á
Å to ½ Â
È to Ì ¼
Í to 1¼ Ä
1Ä to 1Å Å3"3"3"DD1" MAX
LevLeh
3" MAX
K DISTANCEGREATERTHAN 6"Leh
Lev3"SEE SCHEDULE
FOR PLATE, BOLTS
AND WELDING
WHERE DIFFERENCE
IN BM DEPTH
EXCEEDS 6" EXTEND
¢ TO BOTT FLANGE
½" FOR END
COL CONDITION
11/2" MIN3" MIN, TYP
11/2" MIN
WORKABLE BEAM
GAGE PER AISC
GREATER OF BEAM
WIDTH OR COL
WIDTH + ½" EA SIDE
¾" A307 BOLTS,
TYP
ROUND OR RECT/
SQUARE COLUMN
L-SHAPED FOR
END CONDITION
W/ PERP BEAM
USE É" PLATE
A36 STEEL,
U.O.N.D3"3"3"
MAX
1" MAXLevLeh
SEE SCHEDULE
FOR PLATE, BOLTS
AND WELDING
T.O. COL AT
T.O. BM AT
UPPER\
SINGLE STORY
¼
¼
WF BEAM
COLUMN
FLANGES &
WEB, TYP
-
S7.1
¡ COL
¢ Å" STIFF OR SINGLE
PLATE SHEAR
CONNECTION EA
SIDE OF WEB
NOTE: IF BOLT HOLES DO
NOT ALIGN, WELD COLUMN
BASE TO BEAM FLANGE W/
¼" FILLET WELD.
COLUMN CAP ¢
COL ABV BM
AT MULTI-STORY
COLUMN CAP ¢,
SEE
-
S7.1
31/2"4"11/2"BEAM, SEE
PLANS
WOOD POST,
SEE PLANS
¢Å"X4" EA SIDE
2-É"Ø
THRU-BOLTS
¢Å" STIFFENER
EA SIDE
¼TYP
Â
41/2"
6"COL OR BMWIDTHGAGE2
S7.01
Å" TOP AND BOTT
FLANGE CONN ¢
AA
SECTION A-A
CL
SHEAR TAB
Â"TYP
3/16"
3/8" STIFFENER ¢
EA SIDE
2-É"Ø A325-N
BOLTS, TYP TOP
AND BOTTOM
COLUMN, SEE
PLANS
31/2" FIELD
VFY 8"11/2"
1'-0"51/2"11/4"1"
AA
SECTION A-A
¢3/8" STIFFENER, OR
CONN PLATE ALIGNED
WITH NORH EDGE OF
LOWER COLUMN,
SEE
¼"
COLUMN CAP ¢,
SEE 3
S7.1
CENTERLINE OF
FRAMED WALL
CENTERLINE OF (E)
10X10 BELL TOWER
CORNER POST ABV
¢É"
4-¾"Ø A325-N
BOLTS, TYP
COLUMN, SEE
PLANS
COLUMN, SEE
PLANS
BEAM, SEE
PLANS
1
S7.1
CJP
BOLTED CONNECTION,
SEE 2
S7.1
BOLTED CONNECTION,
SEE SIM2
S7.1
BEAMS, SEE PLAN
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:25 PMS7.1
16055
STEEL DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S7.1
1 SINGLE PLATE SHEAR
CONNECTION SCHEDULE
1" = 1'-0"S7.1
2 SINGLE PLATE SHEAR
CONNECTION - ONE OR BOTH
SIDES
1" = 1'-0"S7.1
3 TYPICAL COLUMN CAP/ BASE
SHTEEL TO STEEL CONNECTION
1" = 1'-0"S7.1
4 SINGLE PLATE SHEAR
CONNECTION CONNECTION
BEAM TO HSS OR WF
1" = 1'-0"S7.1
5 BEAM OVER COLUMN
CONNECTION
DISCONTINUOUS
1" = 1'-0"S7.1
6 STEEL BEAM OVER WOOD
POST CONNECTION
1" = 1'-0"S7.1
7 BEAM TO COLUMN MOMNET
CONNECTION
1" = 1'-0"S7.1
8 BEAM OVER COLUMN
CONNECTION CONTINUOUS
1" = 1'-0"S7.1
9 STEEL CONNECTION AT CHOIR
LOFT CORNERS
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
¼
¼TYP
¢½"X0'-10"X0'-6"
CENTERED ON BEAM
(E) 10X10 POST
(N) STL COL, SEE PLANS
2-¢½" GUSSETS EA SIDE
W/ ½" INSET FROM
BEAM
EDGE EA SIDE
2-É"ØX6" LAGS
¢½" STIFFENER
EA SIDE
¼"ØX2½" SDS @ 16"
TO ADJACENT STUD/
POST FRAMING
¼"ØX2½" SDS @ 8"
EA SIDE TO (E) POST, TYP
3
S7.2 LVL BEAM, SEE PLANS
4
S7.2 4"TYP2"2"2"2"81/8"
FIELD VFY
2'-4"FIELD VFY21/2"5"¼
5
S7.2
¢Å"X3'-1½"X8" CENTERED
ON (N) STL BEAM
(N) STL COL, SEE PLANS
18-É"ØX6" LAGS
(2-ROWS)
TOP, SIDE, AND
BACK FACE
NAILER, SEE 6
S0.3
(E) 10X10 POST
(N) STL BEAM, SEE PLANS
CAP, SEE 6
S7.2
HSS4X4X¼"
BASE, SEE 5
S7.2
¢Å"X10"X1'-0" W/
2-É"X6" LAGS
6
S7.2
1
S7.2
(N) COL, SEE PLANS
¼"ØX4½" SDS @ 16"
EDGE NAIL 10d@6",
TYP¼"ØX2½" SDS @ 16"
THROUGH STEEL
(N) ½" PLYWOOD
SHEATHING
(N) ½" PLYWOOD
SHEATHING
1/2"1
S7.2
¼"ØX2½" SDS @ 16"
THROUGH STEEL
(E) 10X10 POST
¢½"X0'-10"X0'-6"
CENTERED ON
(N) STL COL
2-¢½" GUSSETS EA
SIDE W/ ½" INSET
FROM BEAM EDGE
EA SIDE
2-É"ØX6" LAGS
(N) COL STL,
SEE PLANS
¼"ØX2½" SDS @ 8"
THROUGH STEEL
EDGE NAIL 10d@6", TYP
¼"ØX4½" SDS @ 16"
(N) ½" PLYWOOD
SHEATHING EA
FACE
LVL BEAM,
SEE PLANS
23/4"
11/2"11/2"31/2"1/2"71/2"3/8"11/2"¼
¼
¼
2
S7.2
2-É"ØX6"
LAGS
(E) 10X10 BM
(E) 10X10 POST
(N) STL COL,
SEE PLANS
¼"ØX4½" SDS @ 16"
HSS4X4X¼"¢½"X8"X1'-2"
BASE/HANGER
¢Å"X0'-9"X0'-7½"
TAPERED GUSSETT.
KERF INTO BM AS
REQ'D
2-É"Ø THRU-
BOLTS W/
¢ÅX6½X0'-4"
WASHER TOP11/2"5"2
S7.2
(N) ½" PLYWOOD
SHEATHING FAR SIDE
ONLY ABOVE NEW
BELFRY FLOOR.
(E) 10X10 POST
¢Å"X3'-1½"X8"
CENTERED ON
BEAM
18-É"ØX6" LAGS
(2-ROWS)
¢½" CAP WITH LONGITUDIAL
SLOTTED HOLES, FOR ADD'L
INFO SEE 3
S7.1
BEAM, SEE
PLANS
10"
11/2" TYP
5"11/2" TYP1'-6"9"4" EMBED
(E) BRICK EXTERIOR
WALL
(N) STEEL BEAM,
SEE PLAN
¢ÅX10"X1'-6"
8-½"Ø EPOXY
ANCHORS
Â
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:58 PMS7.2
16055
STEEL DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1" = 1'-0"S7.2
1 BELL TOWER CORNER POST
SUPPORT
1" = 1'-0"S7.2
2 SUPPORT BEAM CONNECTION
BELFRY BEAM AND ROOF/
CEILING RIDGE
1" = 1'-0"S7.2
3 STEEL COLUMN TO WALL
CONNECTION
1" = 1'-0"S7.2
4 STEEL BEAM TO WALL AND
BELL TOWER CORNER POST
1" = 1'-0"S7.2
5 BELFRY BEAM RE-SUPPORT
1" = 1'-0"S7.2
6 BELFRY BEAM RE-SUPPORT
1" = 1'-0"S7.2
7 STEEL BEAM TO (E) BRICK
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
(N) POST
(N) STUD WALL
(N) SILL PLATE
(E) SHEATHING
(E) FLOOR JOISTS
(N) BEAM,
SEE PLAN
SIMPSON A34
EA SIDE
BLOCKING EA
SIDE OF BEAM
BLW POST
SIMPSON BC
CAP, OR
EQUIV.(N) POST, SEE
PLANS
(N) STEEL
COLUMN IN
PERPENDICULAR
WALL
FINISH FLOOR,
SEE ARCH
FLOOR JOISTS
AND HANGERS,
SEE PLAN
(N) BEAM,
SEE PLAN
SIMPSON BC6
CAP, TYP
POSTS, SEE PLAN
SHEATHING,
SEE PLAN
SIMPSON CCQ
BASE
(N) BEAM,
SEE PLAN
(N) POST PER
PLAN, TYP
CCQ
CUT (E) BEAM AT
POST LOCATION,
HANG TO POST W/
SIMPSON HUC OR
EQUIV.
(E) RIM/BEAM
SHIM RIM/BEAM TO
HANGER AS REQ'D
31/2"13/4"1'-4"
11/2"3"8"
(N) COLUMN
(N) STUD WALL
(N) SILL PLATE
(E) SHEATHING
(N) LVL BEAM/
RIM JOISTBLOCKING BLW
POST BETWEEN
JOISTS
(N) ¢½" BASE
É"ØX6" LAG
SCREWS, TYP
4
S8.1
(N) COLUMN
(E) STUD WALL
(E) SILL PLATE
(E) SHEATHING
(E) RIM JOIST
BLOCKING BLW
POST BETWEEN
JOISTS EA SIDE
OF COL BASE
BASE PLATE ,
SEE
SIMPSON A34
EA SIDE
(E) TOP PLATE
(E) STUD WALL
(N) POST, SEE
PLANS
SOLID
BLOCKING
BETWEEN POSTS
(N) POST
(E) STUD WALL
(E) SILL PLATE
(E) SHEATHING
(E) RIM JOIST
BLOCKING BLW
POST BETWEEN
JOISTS
SIMPSON A34
EA SIDE
(E) TOP PLATE
(E) STUD WALL
(N) POST, SEE
PLANS
SOLID
BLOCKING
BETWEEN POSTS
SIMPSON A34
EA SIDE
(N) LVL BEAM,
SEE PLAN
SIMPSON A34 @ 32"
TOP & BOTT (E) SILL PLATE
(E) TOP PLATE
(E) STUD WALL
TRIM BACK (E)
JOISTS TO FACE OF
STUD. PROVIDE
SOLID BLOCKING
BTWN STUDS
(N) ½" PLYWOOD
SHEATHING AROUND
INTERIOR FACE OF CHOIR
LOFT WALLS, TYP
SPLICE SHEATHING AS
REQ'D
EDGE NAIL 10d @6", TYP
(N) ½" PLYWOOD
SHEATHING FROM (E) TOP
PLATE ELEVATION TO ROOF
6
S0.3
VARIES(N) FLOOR
JOIST, SEE PLANS
(N) SHEATHING,
SEE PLANS
EDGE NAIL, 10d@6"
SIMPSON U
HANGER OR
EQUIV.
STEEL BEAM AND
NAILERS, SEE PLANS
AND
(E) 10X6 POST
TRIMMED TO NEW
BASE ELEVATION
2-¼"ØX4½" SDS @16"
OR EA STUD
2X8 SLOPING CEILING
LEDGER
(N) ½" PLYWOOD
SHEATHING
600S200-54 CEILING
JOISTS@16"
SIMPSON SSC4.25
CONNECTOR, OR
EQUIV.11/2"11/2"51/2"
6
S0.3
LVL LEDGER, FASTENED
W/ 3-¼"∅X3½" SDS @ 16",
(TYP AT JOIST BEARING)
STEEL BEAM AND
NAILERS, SEE PLANS
AND
DTT2Z TENSION TIE TOP
AND BOTT AT EA GUARD
RAIL POST. (EXTEND THRU
MIN 2 JOIST BAYS MIN)
GUARDRAIL POST
(4X6 MIN)
(N) SHEATHING,
SEE PLANS
EDGE NAIL, 10d@6"
SIMPSON U
HANGER OR
EQUIV.11/2" TYPU.O.N.STEEL BEAM, SEE PLAN.
PROVIDE WEB PACKING,
SEE 6
S0.3
JOIST, SEE PLAN
10d@6", TYP
SHEATHING, SEE PLAN
LVL LEDGER, FASTENED
W/ 3-¼"∅X3½" SDS @ 16",
(TYP AT JOIST BEARING)
SIMPSON U HGR OR
EQUIV. AS REQ'D, TYP 11/2" TYPU.O.N.STEEL BEAM, SEE PLAN.
PROVIDE TOP, BOTT, AND
SIDE NAILERS, SEE 6
S0.3
LVL LEDGER, FASTENED
W/ 3-¼"ØX3½" SDS @ 16",
(TYP AT JOIST BEARING)
SIMPSON U HGR OR
EQUIV. AS REQ'D, TYP ¼"ØX3½" SDS @16"
¼"ØX2½" SDS @16"
FOR TOP PLATE CONN
TO NAILER 61/2"MIN(E) RAFTER
(E) SHEATHING
(E) SILL PLATE, V.I.F.
SIMPSON ABU
BASE OR EQUIV.
PROVIDE
WOOD OR STEEL
SHIMS BELOW
AS REQD.
PROVIDE
BLOCKING FOR
ADJACENT 4
RAFTER BAYS.
(N) LVL BEAM,
SEE PLAN
(E) BRICK EXTERIOR
WALL
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:26:49 PMS8.1
16055
WOOD DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1 1/2" = 1'-0"S8.1
1 NEW WOOD POST IN (E) WALL
1 1/2" = 1'-0"S8.1
2 NEW STEEL COLUMN IN (E)
WALL
1 1/2" = 1'-0"S8.1
3 RE-SUPPORT OF (E) BEAMS
NEAR WEST STAIR
1 1/2" = 1'-0"S8.1
4 STEEL COLUMN ON WOOD
SUPPORT
1 1/2" = 1'-0"S8.1
5 STEEL COLUMN ON WOOD
SUPPORT W/ POST BELOW
1 1/2" = 1'-0"S8.1
6 WOOD POST ABOVE AND
BELOW
1 1/2" = 1'-0"S8.1
7 SECTION AT RIM SUPPORT
BEAM
1 1/2" = 1'-0"S8.1
8 NEW CEILING RIDGE AND
CENTRAL BELFRY POST
SUPPORT
1 1/2" = 1'-0"S8.1
9 CHOIR LOFT RAILING/POST
1 1/2" = 1'-0"S8.1
10 TYPICAL WOOD JOIST TO STEEL
BEAM CONNECTION
1 1/2" = 1'-0"S8.1
11 STEEL BEAM IN WALL AT FLOOR
EDGE
1 1/2" = 1'-0"S8.1
12 RIM SUPPORT BEAM AT TOP OF
MASONRY WALL
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
3
S8.2
4
S8.2
5
S8.2
EQ
EQ
WOOD & STEEL
TRUSSES ARE SHOWN
INDEPENDENTLY, SEE
DETAIL 2 FOR STEEL TRUSS
(N) Ë"Ø TIE-ROD
BOLTED TOP & BOTT
W/ Å"X4X4 WASHER.
EA SIDE
(E) TRUSS TOP CHORDS
(E) THREADED ROD
EA SIDE
SYMMETRY
(E) CABLE
REPLACE (E) ROD
W/ 1"Ø ROD, A572 Gr.50
(E) TRUSS BOTT CHORDS
C6X REINF FOR EXISTING WEB
6
-
6
-
SYMMETRY
(N) WEB BRACES,
TYP EA SIDE
(E) WOOD TOP CHORDS
(E) STEEL WEB AND
BOTTOM CHORDS,
TYP
(E) ROOF PLY
(E) 2X RAFTERS
(E) GLULAM PURLIN
(E) 4X PURLIN,
WHERE OCCURS
C6X8.2 W/ É"Ø THRU BOLTS
@ 32" STAGGERED. SPAN
TRUSS TO TRUSS AT LOCATIONS
WHERE HVAC CONNECTION
OCCURS
(E) TRUSS
TOP CHORD
(E) BOTTOM
WOOD CHORD
(E) TOP WOOD
CHORD
(E) CONT 2X
SPACERS EA SIDE
1"Ø THREADED ROD
W/ ¢½" X 3Ë"Ø
WASHER @ EA END
(E) STEEL TRUSS
WEB MEMBERS
(E) BOTTOM
WOOD CHORD
(E) TOP WOOD
CHORD
C6X8.2 W/ É"Ø
THRU BOLTS @ 16"
STAGGERED
(E) VERT ROD
(E) 6X8 HORIZ
WEB MEMBER
A
-
A
-6'-0" MAX3 0 .0 °8" CLRMIN(E) BOTTOM
WOOD CHORD AT
X- INTERSECTION
UNDERSIDE OF
TRUSS BOTTOM
CHORD
£2X2XÅ BRACE, (2) TOTAL
CONNECTOR ¢
(E) TOP WOOD
CHORD
(E) STEEL TRUSS
CHORDS
(N) BRACE MEMBER
(E) WOOD TRUSS
CHORD
¼ 2
EA ANGLE,
TYP
SEE ARCH2X10 JOIST, SEE
PLANS
2X8 JOIST, SEE
PLANS ¾" SHEATHING,
SEE PLANS
HANGER, SEE
PLANS
EDGE NAIL TO
BLOCKING, FASTEN
BLOCKING W/ 16d
@ 6"
(E) 10X10 BEAM
2-2X10, OR EQUIV
LVL. FASTEN TO (E)
BEAM W/ 2-É"X6"
LAGS @ 16".
COUNTERSINK AS
REQ'D
EDGE NAIL TO
BLKG WHERE
REQ'D IN LIEU OF
SILL
(E) BELL SKID
EDGE NAIL
¾" SHEATHING,
SEE PLANS
TM
Structural
design for fine
architecture
99 Green Street, Third Floor
San Francisco, California 94111
415 512 1301
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.2/15/2017 7:27:03 PMS8.2
16055
WOOD DETAILSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO 1/4" = 1'-0"S8.2
1 (E) WOOD TRUSS ELEVATION
1/4" = 1'-0"S8.2
2 (E) STEEL TRUSS ELEVATION
1" = 1'-0"S8.2
3 PURLIN STRENGTHENING
1" = 1'-0"S8.2
4 TYPICAL TIE-ROD
1" = 1'-0"S8.2
5 WEB MEMBER STRENGTHENING
1" = 1'-0"S8.2
6 WEB MEMBER STRENGTHENING
1 1/2" = 1'-0"S8.2
7 BELFRY FLOOR FRAMING
1" = 1'-0"S8.2
8 NOT USED
DD ADDENDUM 11.14.2016
50% CD 12.20.2016
PERMIT SET 01.12.2017
ISSUE: DATE:
CD SET 02.15.2017
DRF/SF/S14x1214øDUCTWORK LEGENDDESCRIPTIONROUNDRECTANGULARDUCT RISERDUCT DROP90° ELBOW DN.(NEGATIVE PRESSURE)90° ELBOW DN.(POSITIVE PRESSURE)90° ELBOW UP(NEGATIVE PRESSURE)90° ELBOW UP(POSITIVE PRESSURE)SIZE OR SHAPE TRANSITIONROUND FLEXIBLE DUCTCONNECTION90° RADIUS ELBOW90° MITERED ELBOWW/ TURNING VANES90° STRAIGHT TEE90° CONICAL TEE3DPLANPLAN3D45° BRANCH45° CONICAL BRANCH--COMBINATION FIRE ANDSMOKE DAMPERFIRE DAMPERSMOKE DAMPEROFFSET TO CHANGE ELEVATIOND = DROP R=RISEDUCT SIZE TAG:FIRST NUMBER = PLAN WIDTHMANUAL BALANCING DAMPERMOTORIZED DAMPERBACKDRAFT DAMPER--AAVAIR ADMITTANCE VALVEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAUTOAUTOMATICABVABOVEBCSBUILDING CONTROL SYSTEMBDDBACK DRAFT DAMPERBLDGBUILDINGBFGBELOW FINISHED GRADEBOPBOTTOM OF PIPE FROM FINISHED FLOORB/NBETWEENCCOMMONCACOMBUSTION AIRCCCONTROLS CONTRACTORCFMCUBIC FEET PER MINUTE (AIR FLOW RATE)CIPCAST IN PLACECLGCEILING (OR COOLING)CONCCONCRETECONDCONDENSATECONNCONNECT (OR CONNECTION)CONTR'RCONTRACTORCOCLEANOUTCOTGCLEANOUT TO GRADECWDOMESTIC COLD WATERDNDOWN(E)EXISTINGEATENTERING AIR TEMPERATUREECELECTRICAL CONTRACTOREXHEXHAUSTEWTENTERING WATER TEMPERATUREEAEXHAUST AIRPLAN ABBREVIATIONS PIPING DESIGNATIONSHYDRONIC PIPINGRS REFRIGERANT SOLUTIONRLHWS HEATING WATER SUPPLYHWR HEATING WATER RETURNGF GLYCOL FEEDSMS SNOWMELT SUPPLYSMR SNOWMELT RETURNPLUMBING PIPINGG NATURAL GASMG MEDIUM PRESSURE GASD DRAIN PIPEDOMESTIC COLD WATER (CW)DOMESTIC HOT WATER (HW)HOT WATER RECIRCULATION (HWC)FIRE LINEFPW PUMPED WASTEWWASTEVENTVGREASE WASTEGWGREASE VENTGVSTORM DRAINSTSTORM DRAIN OVERFLOWST(OF)SECONDARY DRAINSDSAND AND OIL WASTESOBDDBDDFIXTURE CONNECTION SCHEDULEWCWATER CLOSET (FLUSH VALVE)ABBREV.-HW1"CW4"WASTE2"VENTNOTES:1.2.3.4.5.6.7.8.9.WATER CLOSET (FLUSH TANK)URINAL (BLOWOUT)URINAL (WASHDOWN)URINAL (WATERLESS)LAVATORYHAND SINKSERVICE SINKMOP SERVICE BASINDRINKING FOUNTAIN / E.W.C.KITCHEN SINK W/ OR W/O DISPOSERBATHTUB / SHOWERCLOTHES WASHER ROUGH-INDISH MACHINE ROUGH-INDISHWASHER ROUGH-INBAR SINKFLOOR SINKFLOOR DRAINTROUGH DRAINWORK SINKHOSE BIBWCT - 1/2" 4" 2"UR 1" 2" 1-1/2"UR 3/4" 2" 1-1/2"UR - 2" 1-1/2"LAV 1/2" 1-1/2" 1-1/2"HS 1-1/2" 1-1/2"SS 3" 2"MSB 3/4" 3" 2"DF - 1/2"KS 1/2" 1/2" 2"SH 3/4" 3/4" 2"CW 1/2" 1/2" 2"DMDWBSFSFDTDWSHB---1/2"1/2"1/2"3/4"1/2"1/2"1-1/2" 1-1/2"1-1/2"1-1/2"1-1/2"-1/2"1/2" 1/2"3/4" 3/4" 2" 1-1/2"2" 1-1/2"1-1/2"1-1/2"---------3/4"3/4"3/4"3"3"2"2"2"2"1-1/2"1-1/2"SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. LARGER SIZESMAY BE INDICATED ON PLANS WHERE REQUIRED.MINIMUM DOMESTIC PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4".RE: MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR INDIRECT WASTESIZES.WASTE AND VENT SIZES SHOWN ABOVE APPLY TO INDIVIDUAL VENTING ONLY.WHERE ALLOWED, INDIVIDUAL VENT CONNECTIONS MAY BE OMITTED OR SIZESMAY VARY WHEN CIRCUIT VENTS, COMMON VENTS, WASTE STACK VENTS,WET VENTS, OR COMBINATION DRAIN AND VENT SYSTEMS ARE USED. PRIORAPPROVAL FROM THE ENGINEER IS REQUIRED TO USE THESE ALTERNATIVEVENTING METHODS.PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS AND FLOOR SINKS NOTLOCATED IN FOOD SERVICE AREAS.MINIMUM SIZE FOR WASTE AND VENT PIPING BENEATH SLAB IS 2".ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON THIS PROJECT.REFER TO APPLIANCE SCHEDULES (BY OTHERS) FOR ADDITIONAL PLUMBINGFIXTURE CONNECTIONS SUCH AS INST-HOTS, COFFEE MAKERS, AND GARBAGEDISPOSALS.PROVIDE ICE MAKER BOX ROUGH IN W/ 1/2"CW CONNECTION FOR ALLREFRIGERATOR LOCATIONS.-PLAN SYMBOLSCONTROL PANEL/RADIANT MANIFOLDT---P---SHCOPEPOCO2SPCARBON DIOXIDE SENSORCARBON MONOXIDE SENSORFIRE RISERDIAGRAM CONTINUATION REFERENCEPLUMBING RISERHEATING WATER RISERTHERMOSTATHVAC RISERPOINT OF NEW CONNECTIONDUCT STATIC PRESSURE SENSORROOM PRESSURE SENSORHUMIDISTATREMOTE TEMPERATURE SENSOREMERGENCY POWER OFF SWITCHACCESS PANELSNOWMELT MANIFOLDSECTION CUT LETTER/SHEET SHOWN ONPOINT OF DISCONNECTIONA15012x6XFR12x6TYPE OF AIR DEVICERE: GRD SCHEDULE.AIR DEVICEDESIGNATION KEY# = AIR QUANTITY(CFM)CA = COMB. AIROSA = OUTSIDE AIRRET = RETURNEXH = EXHAUSTXFR = TRANSFERSIZE (INCHES) OR MINIMUMFREE AREA REQUIRED INSQUARE FEETINDICATES AIR INLET DEVICEREFERENCE SAMPLERE: B/M400 FFINOTES1.2.FFI = FOR FURTHER INFORMATIONFCT = FOR CONTINUATIONSHEET NUMBERDRAWING NUMBER ORDIAGRAM LETTERREFER TO:ALL SYMBOLS, ABBREVIATIONS, AND DESIGNATIONS ONLEGEND SHEET ARE NOT NECESSARILY USED ON THISPROJECT.THIS DRAWING SET CONSISTS OF DATA GENERATED, IN PART,BY OTHER PARTIES. NOT ALL SYMBOLOGIES AND NOTATIONCONVENTIONS OCCURRING IN THIS DRAWING SET ARENECESSARILY DEFINED ON THESE LEGENDS. CONSULT THEENGINEER IN THE EVENT SYMBOLOGY OR NOTATIONINTERPRETATION IS REQUIRED.NOTE:FOR STANDARD MODULE SIZEREGISTERS, SIZE GIVEN IS NECK SIZE.REFER TO GRD SCHEDULE FORMODULE SIZE.BFBOFURNISHED BY OWNERFCOFLOOR CLEANOUTFCTFOR CONTINUATIONFFIFOR FURTHER INFORMATIONGCGENERAL CONTRACTORGHXGROUND HEAT EXCHANGERGPMGALLONS PER MINUTE (WATER FLOW RATE)HPHORSE POWERHWDOMESTIC HOT WATERLATLEAVING AIR TEMPERATURELFLINEAR FOOTLWTLEAVING WATER TEMPERATUREMCMECHANICAL CONTRACTORMFGMANUFACTURERMODMOTOR OPERATED DAMPER(N)NEWNCNORMALLY CLOSEDNECNATIONAL ELECTRIC CODENICNOT IN CONTRACTNONORMALLY OPENKWKILOWATTSOAOUTSIDE AIROBDOPPOSED BLADE VOLUME DAMPEROCON CENTEROSAOUTSIDE AIRRARETURN AIRREQ'DREQUIREDREQ'MTSREQUIREMENTSSASUPPLY AIRSFSQUARE FOOT (FEET)SPSTATIC PRESSURESSSTAINLESS STEELTATHROW-AWAY (OR TRANSFER AIR)TYPTYPICALUNOUNLESS NOTED OTHERWISEVTRVENT THROUGH ROOFW/WITHW/OWITHOUTRE:REFER TO:WCOWALL CLEANOUTXFRTRANSFERFSDCOMBINATION FIRE/SMOKE DAMPERFACPFIRE ALARM CONTROL PANELFAFREE AREASH B W HFSPRESSURE REDUCING VALVESHOCK ABSORBERSTRAINER W/ BLOW-OFF VALVEROOF DRAINSAFETY RELIEF VALVEFLOOR DRAINFLOOR SINKHORIZONTAL CLEANOUTVACUUM BREAKERVERTICAL CLEANOUTPRESSURE GAUGE W/ PIG TAIL & COCKTHERMOMETERPRESSURE - TEMP. TAPAIR VENTPIPE ANCHORFLEXIBLE CONNECTORPIPE EXPANSION JOINTPIPE UNIONDOUBLE CHECK BACKFLOW PREVENTERPUMP & EQUIPMENT CONNECTORTEMPERATURE CONTROL VALVE (2-WAY)DRAIN VALVE W/ HOSE ENDPLUG VALVE IN RISERFLOW BALANCING VALVEGATE OR GLOBE VALVE IN RISERFLOW CONTROL VALVEBALL VALVEPLUG OR BALANCING VALVECHECK VALVEGLOBE VALVEBUTTERFLY VALVEVENTURI/FLOW INDICATORTEMPERATURE CONTROL VALVE (3-WAY)SOLENOID VALVE90° ELBOW UPTEE UPTEE DOWNPIPING SYMBOLS90° ELBOW DNSHUT OFF (BALL, GATE, BUTTERFLY)FLOW SWITCHHOSE BIBB or WALL HYDRANTTEMPERATURE CONTROLLER OR SENSORSTEAM TRAP TEST CHAMBERSTEAM TRAP:FT-FLOAT & THERMOSTATICTD-THERMODYNAMICIB-INVERTED BUCKETTS-THERMOSTATICBP-BALANCED PRESSURETCEQUIPMENT ABBREVIATIONSAIR HANDLING UNITAHUAIR SEPARATORASBOILER (HOT WATER)BBASE BOARDBBBUFFER TANKBTCONSTANT VOLUME BOXCVDISHWASHER EXHAUST FANDEFELECTRIC BASEBOARD HEATEREBHFURNACEFFAN COILFCFAN POWERED BOXFPGLYCOL FEEDERGFHUMIDIFIERHC HEATING COILHP HEAT PUMPHX HEAT EXCHANGERKITCHEN EXHAUST FANKEFMAKE-UP AIR UNITMAUMOTOR CONTROL CENTERMCCMIXING VALVEMVPUMP (SEE PIPING LEGEND FOR DETAILS)PRETURN (OR RELIEF) AIR FANRFRADIANT ZONERZSNOWMELT AREASASUMP BASINSBSUPPLY FANSFSTORAGE TANKSTTHERMOSTATIC MIXING VALVETMVUNIT HEATERUHVARIABLE VOLUME BOXVVWATER HEATERWHHCHILLERCHCOOLING COILCCCIRC PUMPCPCABINET UNIT HEATERCUHCOOLING TOWERCTDUCT COILDCELECTRIC WATER HEATEREWHEVAPORATIVE COOLING UNITECUENERGY RECOVERY UNITERUEXHAUST FANEFEXPANSION TANKETVARIABLE VOLUME BOX W/ REHEATVRHWCHOT WATER RECIRCULATIONREFRIGERANT LIQUID4ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:33 PMM0.0MECHANICALCOVER SHEETST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOMECHANICAL SHEET INDEX#TITLEISSUE LOG 50% DD - 10.11.2016 100% DD - 11.14.2016 50% CD's - 12.20.2016 PERMIT DRAWINGS - 01.12.17 100% CD - 02.15.2017M0.0 MECHANICAL COVER SHEET √ √ √ √ √M0.1 MECHANICAL SCHEDULES √ √ √ √ √M0.2 MECHANICAL SCHEDULES √ √ √ √ √M2.0 SITE MECHANICAL PLAN √ √ √ √M2.1 BASEMENT LEVEL DEMOLITION MECHANICAL PLAN √ √ √ √ √M2.2 MAIN LEVEL DEMOLITION MECHANICAL PLAN √ √ √ √ √M2.3 SANCTUARY LEVEL DEMOLITION MECHANICAL PLAN √ √ √ √ √M2.4 BASEMENT LEVEL MECHANICAL PLAN √ √ √ √ √M2.5 MAIN LEVEL MECHANICAL PLAN √ √ √ √ √M2.6 SANCTUARY LEVEL MECHANICAL PLAN √ √ √ √ √M2.7 CHOIR LOFT & BELFRY LEVEL MECHANICAL PLAN √ √ √ √ √M4.0 MECHANICAL DIAGRAMS √ √ √ √ √M5.0 PIPING DIAGRAMS & CONTROL SCHEMATICS √ √ √ √M5.1 MECHANICAL CONTROLS √ √ √ √P2.2 MAIN LEVEL DEMOLITION PLUMBING PLAN √ √ √ √P2.3 SANCTUARY LEVEL DEMOLITION PLUMBING PLAN √ √ √ √P2.4 BASEMENT LEVEL PIPING PLAN √ √ √ √P2.5 MAIN LEVEL PLUMBING PLAN √ √ √ √ √P2.6 SANCTUARY LEVEL PLUMBING PLAN √ √ √ √P4.0 PLUMBING DIAGRAMS AND ISOMETRIC √ √ √ √ √PROJECT ALTITUDEABOVE SEA LEVEL8,000'GENERAL NOTES:1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.These drawing notes accompany the published construction document specification book (Project Manual).All work of all trades must be in strict compliance, or exceed the minimum material and method requirements of the 2015 version of the InternationalBuilding, Mechanical, Plumbing, Energy Conservation, and Fire Codes and the 2014 National Electrical Code, most current NFPA, all local ordinances andamendments and manufacturer’s installation recommendations. If a conflict between those publications exists, the most stringent requirement shall apply.Do not scale drawings. Verify dimensions in field prior to commencement of work. Refer to architectural drawings for all dimensions.All subcontractors shall be licensed, experienced, and thoroughly knowledgeable in their respective areas of the construction industry and shall perform in aresponsible manner with established construction sequence, shall recognize the priority of the construction documents, and shall inform the primecontractor of potential problems when the construction documents are unclear or inconsistent.Inasmuch as design for remodel and/or rehabilitation requires that certain assumptions be made regarding [existing] conditions, and because some of theseassumptions cannot be verified without destroying otherwise adequate or serviceable portions of the building, the Engineer cannot assure the Owner or thecontractor that the professional consulting services herein encompass all contingencies. Field coordination during construction is imperative. Makereasonable allowances for unseen conditions.The existing building will be occupied by the Owner during construction. Continued operation of the facility shall not be hindered by this work. Account forall additional costs which may be incurred due to the difficulty of working over and around employees, furniture, equipment, etc.; and due to the hours of theday in which an area may be accessible when compiling his bid.Be responsible to field verify existing equipment or ductwork remaining to be connected to new or existing systems. Provide ductwork, piping, controls,diffusers, etc., as required to restore continuity of system (s), or to make new work meet existing conditions, whether indicated or not.Provide mechanical demolition as required. Refer to architectural demolition drawings for location and extent of demolition required. Visit site prior to bid todetermine extent of work involved. Existing fixtures, mechanical equipment, etc., being removed shall be returned to the Owner. Dispose of all removedpiping, ductwork, etc. unless noted otherwise. Pipes, ductwork, equipment, etc. To be removed, are shown hatched, unless otherwise noted.Verify exact locations of existing underground utilities, piping, and raceway systems prior to trenching. Contractor shall obtain and verify exact utilitycompany drawings and requirements.All ductwork, diffusers, piping, fixtures, and equipment shown in light line weight is existing, new indicated by heavier line weight, except where noted.Pipes, ductwork, equipment, etc. o be removed, are shown hatched.Offset piping, ductwork, etc. As necessary to accommodate structure, beams, and columns, and existing equipment.All existing support rods and straps now supporting ducts, pipes, air tubing, electrical conduit, etc. that are removed to allow room for installation of [new]equipment shall be relocated and reinstalled, or replaced if damaged.All “capped” sanitary and vent lines shall be reconnected or re-routed as necessary to prevent “dead-ends” in the piping. All piping shall drain to activesanitary waste lines and all branches with traps shall be adequately vented.Work shall be performed in a workmanlike manner to the satisfaction of the architect, Owner, and Engineer.Submittals shall include, but not be limited to: equipment, fixtures, insulation, diffusers, pumps, fans, piping, valves, boilers, furnaces, controls, and fireprotection.Provide necessary trenching, backfill, excavation, supports, sawcutting and patching, concrete/paving, etc., as required. Backfill trenches in 6” layers andto 90% compaction and patch to match existing grade.Provide 4” high concrete equipment pads beneath floor mounted mechanical equipment, in addition to any base assemblies required or recommended bythe manufacturer.See architectural reflected ceiling plan for all ceiling penetrations and air device locations.Coordinate architectural, structural, mechanical, fire protection, electrical, landscaping, and interior design drawings prior to installation.Mount all stats at 48” AFF In “accessible” areas, 4’6” AFF In other areas, unless noted otherwise. Coordinate location with wall finish, and to avoidcasework, furniture, door swings, heat sources, and exterior walls. Notify Engineer of any conflicts prior to beginning thermostat installation.Full test and balance required. Refer to specifications, section 230010 FFI.ISSUE LOG KEY:'√ ' ISSUED AS PART OF SET' ' NOT PART OF SET' * ' ISSUED FOR INFORMATION ONLY
RADIANT MANIFOLD SCHEDULEZONE DESCRIPTIONAREA(SQ. FT.)GPMESTIMATED #OF LOOPSLOOPSPACING @EXT.WALLMAX LOOPPRESSURELOSS(FT H2O)FLOORCOVERINGACCESSORIES REMARKSRZ-1WESTSANCTUARYPERIMETER270 0.5 3 6 0.6 CARPET, TILE - -RZ-2EASTSANCTUARYPERIMETER270 0.5 3 6 0.6 CARPET, TILE - --------- - -MANUFACTURERS: *GENERAL NOTES:A:B:BOILER SCHEDULEMARK SERVICEBOILERTYPEFUELTYPETURNDOWNRATIOHEATING CAPACITYL.W.T.(°F)E.W.T.(°F)BURNERVENTTYPEMANUFACTURER*& MODEL #ACCESSORIES REMARKSINPUT@ S.L.(MBH)OUTPUT@ ALT.MINIMUMA.F.U.E.HPVOLT/PHB-1BLDGHEAT,SNOWMELT,DHWCONDENSINGNATURALGAS5:1 600 456 95 130 11015 ACIRCUIT120/1 IVTRIANGLE TUBEKS-600CONDENSATENEUTRALIZER-- - - - - - - - ----- - - -MANUFACTURERS: * LOCHINVAR, PATTERSON KELLY, VIESSMANN OR BUDERUSGENERAL NOTES:A: EQUIPPED FOR HIGH ALTITUDE OPERATION; 30% P.G. HEATING WATERB:HEAT EXCHANGER SCHEDULEMARK SERVICE TYPE SIDE GPM FLUIDE.W.T.(°F)L.W.T.(°F)MAXPRESSUREDROP (PSI)FOULINGFACTORHEATTRANSFER(MBH)MANUFACTURER* &MODEL #ACCESSORIES REMARKSHX-1 SNOWMELTBRAZEDPLATEHOT 23 30% P.G. 130 110 1.20.0001 217TACOTFP10X20L-20(1-1/2"TMPT)--COLD 16 50% P.G. 70 100 0.6---HOT---- ------COLD---- -MANUFACTURERS: * B&G, PATTERSON-KELLY, TACO, TRANTERGENERAL NOTES:A:B:PUMP SCHEDULEMARK SERVICE TYPE GPM TDH (FT) FLUIDMOTORMANUFACTURER* & MODEL #ACCESSORIES REMARKSHP(WATT)VOLT/PHP-1BOILERINJECTIONINLINE 58 52 30% P.G. 1-1/2 208/1GRUNDFOSTP 40-240--P-2HEATINGWATERCIRCINLINE 55 25 30% P.G. (442) 208/1GRUNDFOSMAGNA3 40-120INTEGRAL VFD -P-3WATERHEATERCIRCINLINE 28 31 30% P.G. 3/4 120/1GRUNDFOSUPS 32-160/2- SPEED 2P-4DHWRECIRCINLINE 5 8 WATER 1/25 120/1GRUNDFOSUP 15-18 B7--P-5SNOWMELTCIRCINLINE 16 26 50% P.G. 1/2 120/1GRUNDFOSUPS 26-150- SPEED 2----- --- - - ------ --- - - ------ --- - - -MANUFACTURERS: * B&G, GRUNDFOS, TACO OR AURORA EQUIVALENTGENERAL NOTES:A:MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULEMARK SERVICE TYPE CAPACITYELECTRICALMANUFACTURER* & MODEL #ACCESSORIES REMARKSHPVOLT/PHGF-1HWS/R,SMS/RGLYCOLFEEDER6 GAL15 ACIRCUIT120/1AXIOMMF-200- 2 QTY TOTAL--- --- - - ---- --- - - -MANUFACTURERS: *GENERAL NOTES:A:WATER HEATER SCHEDULEMARK SERVICE TYPE SIDE GPM FLUIDE.W.T.(°F)L.W.T.(°F)MAXPRESSUREDROP(FT H2O)STORAGECAPACITY(GAL.)TANKDIMENSIONSL x DMANUFACTURER* &MODEL #ACCESSORIES REMARKSWH-1 DHW INDIRECTHOT 28 30% P.G. 145 110 2.5120 72x32TRIANGLE TUBESMART 120--COLD - WATER 40 120 ----HOT---- --- - -COLD---- -MANUFACTURERS: *GENERAL NOTES:A:B:SNOWMELT MANIFOLD SCHEDULEZONE DESCRIPTIONAPPROXAREA(SQ. FT.)GPMESTIMATED #OF LOOPSMAX LOOPPRESSURELOSS(FT H2O)ACCESSORIES REMARKSSZ-1COURTYARDSIDEWALKS385 4.2 3 6.0 - -SZ-2FRONTSIDEWALKS &ENTRY1064 12 7 9.6SLAB TEMP/MOISTURESENSOR------ - - -MANUFACTURERS: *GENERAL NOTES:A: CONFIRM FINAL LOCATION OF SLAB SENSOR WITH ARCHITECT AND ENGINEER PRIOR TO INSTALL.B:PLUMBING FIXTURE SCHEDULESYMBOL TYPE A.D.A. FINISHMANUFACTURER*& MODEL #FAUCET TRIM MFR.* &MODEL #ACCESSORIES REMARKSFLOOR DRAIN -POLISHEDNICKELBRONZEZURNZ415-B- TRAP PRIMER -WALL HYDRANT -POLISHEDBRONZEZURNZ1334-C-INTEGRAL BACKFLOWPREVENTERKEYED OPERATION;AUTOMATIC DRAININGDRINKINGFOUNTAINYES BRONZEELKAYEDFPBV117C-WALL HANGERMPW200;SUPPORT LEGS ML100TWO-LEVEL FOUNTAIN;VANDAL-RESISTANTLAVATORY YESBRUSHEDNICKEL;DUNEKOHLERK-2339DANZEFAIRMONT D304140THERMOSTATICMIXINGVALVE1.2 GPMWATER CLOSET YES DUNEKOHLERK-3817-TOILET SEAT K-4650;BRUSHED NICKELLEVER1.28 GPFURINAL NOCHROME;WHITEKOHLERK-4989-RSLOAN195-0.125 ES-SWALL CARRIERHARD-WIRED AUTO SENSOR;0.125 GPFVESTINGSACRARIUMSINKYESCHROME;STAINLESSSTEELINSTITUTIONAL GROUPCH-2233-A-GR-_DELTA26C3944-A.1.5 GPM AERATORVESTINGSINKYESCHROME;STAINLESSSTEELKOHLERK-3325-HCFDELTA26C3944-UNDERMOUNT SINK;1.5 GPM AERATOR--- - - - -MANUFACTURERS:FIXTURE: AMERICAN STANDARD, UNIVERSAL RUNDLE, FIAT STERN WILLIAMSFAUCET: SPEAKMAN, DELTA, AMERICAN STANDARD, CHICAGODRAIN: JOSAM, WADE SMITHGENERAL NOTES:A:SACRARIUM BOWL DRAINED TO GRADE; REGULAR BOWL DRAINED TO BUILDING WASTE. CUSTOM PUNCH SINK FOR APPROPRIATE FAUCET HOLECONFIGURATION.B:P1P2P3P4P5P6P7P8P9AIR COOLED CONDENSING UNIT SCHEDULEMARKMATCHEDSYSTEMDUTYCAPACITY(TONS)HOT GASBYPASSCAPACITYAMBIENTTEMP.DB (°F)LOWAMB.CONTROL(°F)ELECTRICALSOUND POWER LEVEL (dB re. 10-12 WATT)APPROX. OPER. WEIGHT (LBS)EERMANUFACTURER* & MODEL #ACCESSORIES REMARKSMCAVOLT/PHMOCP63 HZ125HZ250HZ500HZ1000 HZ2000 HZ4000 HZ8000HZCU-1 &2AHU-1 & 2 10 N/A 95NOTREQUIRED39 208/3 60 87 82 86 80 77 75 69 66 490 13.4CARRIER38AUZB012ALL APPLY ALL APPLY- - - - - - ---- ----- - - - - -MANUFACTURERS: * CARRIER, McQUAY, TRANE, YORK, LENNOXGENERAL NOTES:A: HAIL GUARD C: POWERED CONVENIENCE OUTLET E: CAPACITY STATED AT PROJECT ALTITUDE G:B: FILTER DRIER D: SINGLE CIRCUIT; DUAL STAGE F: VIBRATION ISOLATION PER SPECIFICATIONS H:4444ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:34 PMM0.1MECHANICALSCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOALL STARTERS AND VFD'S FOR MECHANICALEQUIPMENT SHALL BE FURNISHED UNDERTHIS CONTRACT AND SET IN PLACE ANDWIRED BY EC. EACH SHALL BE OF ONEMANUFACTURER OR AVAILABLE THROUGHONE MANUFACTURER TO FACILITATE EASEOF MAINTENANCE.NOT ALL EQUIPMENT REQUIRED UNDERTHIS CONTRACT IS NECESSARILY SPECIFIEDON THE SCHEDULE SHEETS. PLAN &DIAGRAM NOTATIONS AND PROJECT MANUALCONTAIN EQUIPMENT SPECIFICATIONS ASWELL.(ASHRAE 90.1-2004 & 2007)MECHANICAL EQUIPMENT THAT IS NOTCOVERED BY THE U.S. NATIONAL APPLIANCEENERGY CONSERVATION ACT (NAECA) OF1987 SHALL CARRY A PERMANENT LABELINSTALLED BY THE MANUFACTURERSTATING THAT THE EQUIPMENT COMPLIESWITH THE REQUIREMENTS OF STANDARD90.1.(ASHRAE 62.1)ALL AIR MOVING EQUIPMENT SUBJECT TOTHE SCOPE OF ASHRAE 62.1 AND SHALLCOMPLY WITH CONSTRUCTION REQ'MTSTHEREIN.NOT ALL CAPACITIES, CHARACTERISTICS,AND CONSTRUCTION FEATURES REQUIREDARE NECESSARILY INDICATED IN THEEQUIPMENT SCHEDULES. RE: PLANS ANDSPECIFICATIONS FOR ADDITIONAL REQ'MTS.CAPACITIES, CHARACTERISTICS, ANDCONSTRUCTION FEATURES OF THESCHEDULED EQUIPMENT ARE HEREBYINCORPORATED INTO THE PROJECTREQUIREMENTS. EQUIVALENT PRODUCTSPERFORMANCE AND CONSTRUCTIONFEATURES SHALL MEET OR EXCEED THATOF THE SPECIFIED EQUIPMENT WHETHERSCHEDULED OR NOT.NOT ALL EQUIPMENT AVAILABLE FROMLISTED "EQUIVALENT" MANUFACTURERSLISTED IS NECESSARILY EQUIVALENT TOTHE BASIS OF DESIGN EQUIPMENTSPECIFIED. CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY COSTS,RESULTANT CHANGES TO OTHER DIVISIONS,AND SPATIAL REQ'MTS FOR EQUIPMENTOTHER THAN SCHEDULED.1.2.3.4.5.6.7.SCHEDULE NOTES:
GRILLE, REGISTER, DIFFUSER & LOUVERSYMBOL USE PATTERN FINISHMANUFACTURER* & MODEL #ACCESSORIES REMARKSFLOORSUPPLY/RETURNBAR GRILLEANODIZEDALUMINUMTITUSCT-PP-0-- WALL-MOUNTEDSUPPLYLOUVEREDSUPPLYGRILLESTD.WHITETITUS271FL--WALL-MOUNTEDRETURNLOUVEREDRETURNGRILLESTD.WHITETITUS23RL--CEILINGSUPPLY/RETURNLINEAR SLOTBLACKINTERIORTITUSFLMUD-IN FRAME TYPEA., B.RE: PLANS FORSLOT SIZESFLOOR &WALLSUPPLY &RETURNCUSTOMSCROLLGRILLERE: ARCH REGGIO -FREE AREAREQUIRED NOTEDON PLANSEXTERIORLOUVERDRAINABLESTATIONARYSTDRUSKINELF6375DX--MANUFACTURERS:GRD KRUEGER, METALAIRE, TITUSLOUVER GREENHECK, L&D, RUSKINGENERAL NOTES:A: RETURN: JETTHROW. EXTERIOR WALL-ADJACENT SUPPLY: JETTHROW. INTERIOR SUPPLY: HIGHTHROW.B: ACTIVE LENGTH GIVEN ON PLAN. MATCH TOTAL LENGTH (ACTIVE+INACTIVE) TO ARCHITECTURAL FEATURES.ABCDEFAIR HANDLING UNIT SCHEDULEMARKAREASERVEDTYPEMIN.OUTSIDEAIR (CFM)AIR DELIVERY CAPACITY DX COOLING COIL PREHEAT COILSOUND POWER LEVEL (dB re. 10-12 WATT)VOLT/PHASEFILTERAPPROX.OPER.WEIGHT(LBS)MANUFACTURER*& MODEL #ACCESSORIES REMARKSSUPPLY FAN AIR CONDITIONS AIR CONDITIONS WATER CONDITIONS COILCFME.S.P. @ALT(IN W.C.)MOTOR(HP)E.A.T.DB/WB(°F)L.A.T.DB/WB(°F)TOTALMBHSENSIBLEMBHMAX.AIR P.D.(IN.)E.A.T.DB (°F)L.A.T.DB (°F)SENSIBLEMBHE.W.T.(°F)L.W.T.(°F)GPMMAX.WTRP.D. (FT.)MAX. AIRP.D.(IN.)LOCATION63HZ125 HZ250 HZ500 HZ1000HZ2000HZ4000HZ8000HZAHU-1NAVE,SANCTUARY(PERIMETER)VERT 1200 3800 1.14 5 81 /55 55 /46 79 79 0.51 41 85 133 130 112 16 2.8 0.2INLET 7875736268606255208/3FLATMERV 8PLEATED1565CARRIER39MN-08WRE: GENERAL NOTES -ALL APPLYALL APPLYDISCHARGE8985918185777874RADIATED 80 76 75 65 69 61 53 49AHU-2NAVE,SANCTUARY(INTERIOR)VERT 1200 3800 0.9 5 81 /55 55 /46 79 79 0.51 41 85 133 130 112 16 2.8 0.2INLET 7875736268606255208/3FLATMERV 8PLEATED1565CARRIER39MN-08WRE: GENERAL NOTES -ALL APPLYALL APPLYDISCHARGE8985918185777874RADIATED 80 76 75 65 69 61 53 49- - - - - - - - - - - - -- - --- - -INLET-- - - - -DISCHARGERADIATEDMANUFACTURERS: * TRANE, YORK, TEMPTROL, CARRIERGENERAL NOTES:A: DOUBLE WALL CONSTRUCTION WITH R-13 FOAM-INJECTED INSULATION D:FACTORY-MOUNTED STARTER AND DISCONNECT. G: DRAIN PAN HIGH-LEVEL ALARM; J: AHU-1: MFTR RA PLENUM. AHU-2: CUSTOM PLENUM. MOTORIZED DAMPER ON OSA DUCT, BALANCE DAMPER ON RA DUCT.B: HINGED, KEYLESS ACCESSE: 4" HOUSEKEEPING PAD. H: 2-ROW HEATING COIL, 6 ROW DX COOLING COIL. K: VIBRATION ISOLATION PER SPECIFICATIONS, RE: SECTION 230548 FFI.C: PROVIDE CUSTOM MIXING BOX WHERE NECESSARY FOR SPECIFIC DUCT SIZES REQUIRED. F: DRAIN PAN. I: SMOKE DETECTOR IN RA DUCT UPSTREAM OF OSA CONNECTION. L:EXHAUST FAN SCHEDULEMARK TYPEFANSOUND POWER (dB re. 10-12 WATT)MOTORMANUFACTURER* & MODEL #ACCESSORIESVENTILATIONRATECALCULATIONREMARKSCFM SONESESPHP/(WATT)VOLT/PHASE@ S.L.(IN WC)@ ALT(IN WC)63HZ125HZ250HZ500HZ1000HZ2000HZ4000HZ8000HZEF-1 CEILING 220 2.5 0.4 0.3 60 59 54 45 51 38 37 35 (73) 120/1COOKGC-520FAN SPEEDCONTROLLER;STEEL GRILLE3 WC OR UR x70 CFM PER WC-UR =210 CFM MINA., B.EF-2 INLINE 50 0.7 0.34 0.25 45 45 43 45 37 32 25 16 (30) 120/1COOKGN-142FAN SPEED CONROLLER2 PER x 5 CFM/PER +20FT² x 0.06 CFM/FT² =11.2 CFM MINA., B.EF-3 CEILING 120 1.2 0.27 0.2 61 58 48 42 37 32 30 30 (67) 120/1COOKGC-340FAN SPEEDCONTROLLER;STEEL GRILLE5300 FT² x 0.02CFM/FT² =106 CFM MINB.MANUFACTURERS: * ACME, COOK, GREENHECK, PANASONIC, PENNGENERAL NOTES:A: ESP ESTIMATED, MAY DIFFER DUE TO UNKNOWN DUCT ROUTING OR EXTERIOR TERMINATION. PROVIDE BALANCE DAMPER IN ASSOCIATED DUCT TO AID IN ACHIEVING REQUIRED PERFORMANCE POINT.B: VIBRATION ISOLATION PER SPECIFICATIONS, RE: SECTION 230050 FFI.UNIT AND CABINET HEATER SCHEDULE (HYDRONIC)MARK TYPEHEATING COIL ELECTRICALMANUFACTURER*& MODEL #ACCESSORIES REMARKSSENSIBLEMBHWATER CONDITIONS AIR CONDITIONSHP/(WATTS)VOLT/PHE.W.T.(°F)GPMMAX. WTR.P.D. (FT.)E.A.T(°F)L.A.T.(°F)CFMCUH-1 WALL 13.5 130 1.4 10.0 68 98 290 (26) 120/1JAGABZMW 055-145INTEGRALTHERMOSTAT21.7"H x 57.1"L x 5.12"DPROVIDE 36 W MFTR POWERSUPPLYCUH-2 WALL 4.1 130 0.5 1.0 68 98 100 (17) 120/1JAGABZMW 055-075INTEGRALTHERMOSTAT21.7"H x 29.5"L x 5.12"DPROVIDE 36 W MFTR POWERSUPPLYCUH-3KICKSPACE4.5 130 0.5 0.43 68 112 127 (66.8) 120/1BEACON-MORRISK-120A. -CUH-4FLOORRECESS2.0 130 0.5 0.03 68 9885 MAX;65 MIN- 120/1SMITH'SFL-100A., B. --- ---- -- - - -MANUFACTURERS: * BEACON MORRIS, TRANE, MCQUAY, MODINE EQUIVALENTGENERAL NOTES:A: REMOTE WALL-MOUNTED THERMOSTATB: REMOVABLE WALKING-RATED FLOOR GRILLEBASEBOARD RADIATOR SCHEDULEMARKBTUHPER L.F.@ S.L.BTUHPER L.F.@ ALTAVERAGEWATERTEMP. (°F)ENTERINGAIR TEMP.(°F)TUBESIZE(IN.)FINSIZE(IN.)ENCLOSURESIZE (IN.)H x WMANUFACTURER* & MODEL #ACCESSORIES REMARKSBB-1 - 312 120 68 N/A N/A 9" x 2-7/8"RUNTALTHERMOTOUCH-3F------ --- - - - -MANUFACTURERS: * STERLING, VULCAN, RUNTAL, JAGAGENERAL NOTES:A:B:SILENCERS SCHEDULEMARK TYPE SERVICELENGTH(IN)CFMMAXPRESSUREDROP W/OGRILLESINSERTION LOSS (dB re. 10-12 WATT)MANUFACTURE& MODEL #ACCESSORIES REMARKS63HZ125HZ250HZ500HZ1000HZ2000HZ4000HZ8000HZS-1STRAIGHTINLINEDISSIPATIVEAHU-1SUPPLY60 3800 0.05 3 6 1225211712 9VIBROACOUSTICS24x22 RD-HV-F4x60--S-2 ELBOWINLINEDISSIPATIVEAHU-1RETURN60 3800 0.15 6 11 21 34 38 33 23 18VIBROACOUSTICS14x48 RD-MV-F8x60--S-3ELBOWINLINEDISSIPATIVEAHU-2RETURN60 3800 0.1 3 7 14 26 20 15 11 8VIBROACOUSTICS16x24 RD-HV-F4x60--s-4STRAIGHTINLINEDISSIPATIVEAHU-2SUPPLY36 3800 0.03 2 5 9 13 14 11 9 7VIBROACOUSTICS26x24 RD-HV-F3x36--- - - - - - -------- - - -MANUFACTURERS: *GENERAL NOTES:A: INSERTION LOSS BASED ON 200 FPM FACE VELOCITY.B:FAN COIL SCHEDULE (HYDRONIC)MARK SERVICE TYPEFANSOUND POWER LEVEL (dB re. 10-12 WATT)HEATING COILFILTERAPPROX.OPER.WEIGHT(LBS)MANUFACTURER* & MODEL #ACCESSORIES REMARKSCFMO.S.A.CFMESP ELECTRICAL AIR CONDITIONS WATER CONDITIONS@ S.L.(IN WC)@ ALT(IN WC)HPVOLT/PHLOCATION125HZ250HZ500HZ1000HZ2000HZ4000HZ8000HZE.A.T.DB (°F)L.A.T.DB (°F)SENSIBLE MBHE.W.T.(°F)L.W.T.(°F)GPMMAX.WTRP.D.(FT.)FC-1MEETINGROOM101-105CEILINGHUNGHORIZ3200 550 0.8 0.6 1-1/2 208/1RADIATED 73 68 68 63 60 61 4653 90 94.5 130 110 9.8 52"PLEATEDMERV 8460CARRIER42BHE40RE: GENERALNOTES - ALLAPPLYALL APPLY;BOTTOM-ACCESSDISCHARGE 69 70 72 66 65 64 56FC-2THROUGH6NOT USEDFC-7 OFFICESCEILINGHUNGHORIZ1700 110 0.8 0.6 3/4 120/1RADIATED 69 67 58 57 53 47 4063 85 30.0 130 110 3.0 22"PLEATEDMERV 8280CARRIER42BHE16RE: GENERALNOTES - ALLAPPLYALL APPLY;ZONED;BOTTOM-ACCESSDISCHARGE 69 63 63 64 58 53 47FC-8 ENTRYAIRCURTAIN2752 - N/A N/A (2) 1/2 208/1 - - - - - - - - 65 100 77 130 110 9 2.4 - 250BERNERARC12-2072-B.- - - - - - - - - - ------- - - - - - - - - - - -- - - - - - - - - - ------- - - - - - - - - - - -MANUFACTURERS: * CARRIER, ENVIROTEC, MCQUAY, TRANEGENERAL NOTES:A: FULL ECONOMIZER CONTROL C: DOUBLE-WALL, INSULATED CONSTRUCTION.E. FACTORY-MOUNTED STARTER & DISCONNECT.B: VIBRATION ISOLATION PER SPECIFICATIONS, RE: SECTION 230050 FFI. D: TOOL-LESS, HINGED ACCESS. F.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:35 PMM0.2MECHANICALSCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOALL STARTERS AND VFD'S FOR MECHANICALEQUIPMENT SHALL BE FURNISHED UNDERTHIS CONTRACT AND SET IN PLACE ANDWIRED BY EC. EACH SHALL BE OF ONEMANUFACTURER OR AVAILABLE THROUGHONE MANUFACTURER TO FACILITATE EASEOF MAINTENANCE.NOT ALL EQUIPMENT REQUIRED UNDERTHIS CONTRACT IS NECESSARILY SPECIFIEDON THE SCHEDULE SHEETS. PLAN &DIAGRAM NOTATIONS AND PROJECT MANUALCONTAIN EQUIPMENT SPECIFICATIONS ASWELL.(ASHRAE 90.1-2004 & 2007)MECHANICAL EQUIPMENT THAT IS NOTCOVERED BY THE U.S. NATIONAL APPLIANCEENERGY CONSERVATION ACT (NAECA) OF1987 SHALL CARRY A PERMANENT LABELINSTALLED BY THE MANUFACTURERSTATING THAT THE EQUIPMENT COMPLIESWITH THE REQUIREMENTS OF STANDARD90.1.(ASHRAE 62.1)ALL AIR MOVING EQUIPMENT SUBJECT TOTHE SCOPE OF ASHRAE 62.1 AND SHALLCOMPLY WITH CONSTRUCTION REQ'MTSTHEREIN.NOT ALL CAPACITIES, CHARACTERISTICS,AND CONSTRUCTION FEATURES REQUIREDARE NECESSARILY INDICATED IN THEEQUIPMENT SCHEDULES. RE: PLANS ANDSPECIFICATIONS FOR ADDITIONAL REQ'MTS.CAPACITIES, CHARACTERISTICS, ANDCONSTRUCTION FEATURES OF THESCHEDULED EQUIPMENT ARE HEREBYINCORPORATED INTO THE PROJECTREQUIREMENTS. EQUIVALENT PRODUCTSPERFORMANCE AND CONSTRUCTIONFEATURES SHALL MEET OR EXCEED THATOF THE SPECIFIED EQUIPMENT WHETHERSCHEDULED OR NOT.NOT ALL EQUIPMENT AVAILABLE FROMLISTED "EQUIVALENT" MANUFACTURERSLISTED IS NECESSARILY EQUIVALENT TOTHE BASIS OF DESIGN EQUIPMENTSPECIFIED. CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY COSTS,RESULTANT CHANGES TO OTHER DIVISIONS,AND SPATIAL REQ'MTS FOR EQUIPMENTOTHER THAN SCHEDULED.1.2.3.4.5.6.7.SCHEDULE NOTES:33444
(E) 3" W EXIT PROVIDE PRICINGFOR DEMO OF 3" W MAIN FROMBLDG TO UTILITY MAIN.(N) COMBINED BOILER VENTTHROUGH (E) CHIMNEY, FASNSEALFLEX TYPE OR EQUIVALENT,ESTIMATED 14"ø MAX, TO BEFINALIZED WITH VENDORENGINEERED BREECHING DESIGN.(E) BOILER COMBUSTIONAIR INTAKE AREA WELL.TO REMAIN.(N) OSA INTAKE AREAWELL.SM ZONE 2SM ZONE 1SZ-2 MANIFOLD INLANDSCAPE BOX.(E) PAVEMENT AND TUBINGTO BE REUSED IF POSSIBLE.RE: ARCH FFI.AT DISCONNECT POINT, SAW-CUT PAVING, CUT ANDSPLICE (E) TUBING TO CREATE SHORTER LOOPS.(E) SM AREA SOUTH OF DISCONNECTION POINT TOBE DRAINED AND ABANDONED IN PLACE.(E) SZ-1 MANIFOLD BASEMENT, TO BEREPLACED WITH (N) MANIFOLD PIPING ANDVALVES, RE-CONNECTED TO (E) LOOPS.EXTENTS OF (E) SNOWMELT,ABONDONED IN PLACE.CU-1CU-2CU-1 & CU-2 LOCATED ONCONCRETE PADS, WITH ALLMFTR REQ'D CLEARANCES.RS/L LINES ROUTED BELOWGRADE PER MFRTINSTALLATION REQ'MTS, INTOBASEMENT CRAWLSPACE. RE:P2.4 FCT.4ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:36 PMM2.0SITEMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 1/8" = 1'-0"SITE MECHANICAL PLAN
ACEBD123456789ELEV EQUIP002STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACEELEV LOBBY001CRAWLSPACE(E) DX FAN COIL UNIT SERVINGOFFICES. DEMO UNIT AND ALLDUCTWORK.(E) WATER ENTRYTO REMAIN.(E) COMBUSTION AIR DUCTED TOBOILER ROOM, TERMINATING ~10"ABOVE FLOOR.(E) EXPANSION TANK.(E) BOILERSDEMO (E) SNOWMELTHX AND PUMPS.DEMO (E) RADIANTBASEBOARD ZONE VALVEBANKS.ESTIMATED (E)RADIANT ZONE.(E) EXPOSEDRADIANT FLOORPIPING MANIFOLDS.(E) (E) RADIANT BASEBOARDZONE VALVE BANKS.(E) WATER HEATER.(E) SM MANIFOLDS IN BASEMENT. FIELD-VERIFY WHICHMANIFOLDS SERVE WHICH AREAS OF (E) SNOWMELT.MEASURE CURRENT FLOW AND PD PRIOR TOCONSTRUCTION START. DRAIN AND CAP LOOPS ATMANIFOLD FOR LATER CONNECTION TO (N) MANIFOLD.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:38 PMM2.1BASEMENTLEVELDEMOLITIONMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"BASEMENT LEVEL DEMOLITION MECHANICALPLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:
ACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111VEST.120MEETING RM101OFFICE122MEETING RM107ALL (E) BASEBOARDS,DIFFUSERS, EXHAUSTFANS, ETC. TO BEREMOVED, THIS AREA.(E) HOOD EXH.FAN.(E) BATH EXH FANS TOBE REMOVED. RETAINDUCT ROUTING FORFUTURE CONNECTION.(E) OSA INTAKE GRATEAT GRADE TO REMAIN.(E) HYDRONICBASEBOARD, TYP.(E) KITCHEN MAU SYSTEM TOREMAIN. PRIOR TO COMMENCINGANY CONSTRUCTION, MEASURE(E) HWS/R TEMP, FLOW AND PD AT(E) KITCHEN MAU, AND REPORTTO ENGINEER FOR REVIEW.ALL (E) KITCHEN EQUIPMENTAND APPLIANCES TO REMAIN.ESTIMATED (E)RADIANT ZONETO REMAIN.(E) CONDENSING UNIT.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:43 PMM2.2MAIN LEVELDEMOLITIONMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL DEMOLITION MECHANICAL PLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:
ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209(E) BASEBOARDTO BE REMOVED.(E) RADIANT ZONE TO REMAINPENDING CONFIRMATION OFOXYGEN BARRIER-EQUIPPEDTUBING.(E) NAVE RADIANT ZONE TO BE DRAINEDAND ABONDONED IN PLACE IN ROOMCENTER, AND REMOVED AT PERIMETERWHERE (N) RADIANT ZONES ARE TO BEINSTALLED. RE: ARCH. FFI.(E) RADIANT MANIFOLD ANDACCESS DOOR.(E) RADIATOR TOBE REMOVED.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:46 PMM2.3SANCTUARYLEVELDEMOLITIONMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL DEMOLITION MECHANICALPLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:
ELEV EQUIP002ACEBD123456789ELEV LOBBY001STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEB -1B -1WH-1SPACE FORHWS/RPUMPS. GF,ET, HX, ETC.SA & RA PLENUM BOX TOFLOOR GRILLE ABOVE,TYP.6"TYP.6"ø TYP.6"ø TYP.8"ø TYP.8"ø TYP.OSA INTAKE IN (N) AREA WELL.12x1222x12 SA12x10 SA12x10 SA12x1012x10 SABYPASSDAMPER.FIELD COORDINATE DUCT ANDPIPE ROUTING WITH ELECTRICALTO AVOID ROUTING ABOVEELECTRICAL PANELS.x920F32 324900BREACHED BOILER FLUE, SLOPED TODRAIN SECTION IN MECH. RM. PROVIDEENGINEERED SHOP DRAWINGS OF FLUEDESIGN FROM VENDOR.FLEXIBLE BOILER FLUE MATERIAL,FASNSEAL FLEX OR EQUIVALENT,THROUGH (E) CHIMNEY.(E) BOILER COMBUSTION AIRPATH AND DUCT TO REMAIN.(E) CRAWLSPACE VENILATIONTO REMAIN, TYP.6"ø TYP.12x1012x1012x1020x1226x1426x1226x1226x14FC -126x1810"ø TYP.432x1820x1232x188"ø TYP.8"ø TYP.2222222222222222220x1220x1220x12 OSA UP.44ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:56:55 PMM2.4BASEMENTLEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADORE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:SCALE: 3/16" = 1'-0"BASEMENT LEVEL MECHANICAL PLANFLAG NOTES:1WHERE BALANCE DAMPER IS LOCATED INCRAWLSPACE, PROVIDE WITH REMOTECABLE - OPERATION ACCESIBLE FROMASSOCIATED AIR DEVICE FACE IN MEETINGROOM ABOVE.
ACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111MEETING RM101OFFICE122MEETING RM1070.7 SFFASUPPLY & RETUENFLOOR GRILLES, TYP.222222222222222221.08 SFFA1.29 SFFA1.1 SFFA320ETYP. 4OFFICE113MEN116HALL115OFFICE114OFFICE119RECEPT118VEST.120CONF RM1121FC -7EF -1EF -1x150B66FC -83312x1016x1216x1222x1412x10x400C14 610ø10øx380B12 610øx380B12 6x380B12 610ø10ø10ø10øx400B14 6x380B12 6x380B12 6x380B12 624x144444380ETYP. 5430ETYP. 3380ETYP. 536x16CUH -1CUH -2CUH -3CUH -2CUH -3CUH -3CUH -4CUH -4CUH -4CUH -4CUH -4CUH -4CUH -4CUH -4CUH -1TTTTTTTTTTTTTTTTTTTTTTTTTT11111118ø8øFIELD COORDINATE DUCTROUTING WITH ELECTRICAL TOAVOID ROUTING ABOVEELECTRICAL PANELS.TT1TT11518x12BDDBAROMETRIC DAMPERFC-7 MASTER CONTROLLERLOCATED IN RECEPTION AREA,COORDINATE EXACT PLACEMENTWITH OWNER AND ARCHITECT.STOR121CUH -4333334ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:05 PMM2.5MAIN LEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL MECHANICAL PLANRE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:FLAG NOTES:WALL-MOUNTED THERMOSTATADJACENT TO LIGHT SWITCH,COORDINATE EXACT LOCATION ANDAPPEARANCE WITH ARCHITECT.CUSTOM DECORATIVE GRILLE, EITHER(1) CONTINUOUS WITH MULTIPLE DUCTCONNECTIONS, OR MULTIPLEMATCHING CONNECTION QTY. BELOW.TBD IN ARCH. COORD.CONNECT (N) EF-1 TO (E) EXHAUSTDUCT, WITH BDD.DUCT ROUTED IN JOIST SPACE TODIFFUSER.PROVIDE CLEAR LOCKBOX COVER.12345
1ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING2091SA RISER FROM AHU-2,DN IN CHASE.SA DIFFUSERS INTEGRATED INSANCTUARY RISERS, TYP. 6.LINEAR SLOT CEILING SUPPLYDIFFUSERS, TYP., INTEGRATEDWITH ARCHITECTURAL CEILING.OPTION: PERIMETER RADIANTFLOOR HEATING ZONES.OPTION: PERIMETERRADIANT FLOORHEATING ZONES.9.0 SFFA3800E32x14 RA RISER FROMAHU-1, DN IN CHASE.TRNSITION TO 48x14 INCHASE PRIOR TO GRILLECONNECTION.RM-1RM-21900ETYP. 24.5 SFFABB -1BB -1RZ-1RZ-2x475D96 1TYP. 4x325D96 1TYP. 48ø18x1010"ø,TYP 8.10"ø,TYP 8.24x1224x1820x1822x20AHU -224x1224x228ø8ø8ø8ø8ø22x14CUH -1CUH -122x18 RA IN CHASE.24x26 RA DN IN CHASE.x50D12 14"ø EXH UP INSTUD SPACE.S -1S-1 (IN SA DUCT)S-2 SILENCER INVERTICAL RA DUCT INCHASE.S-3 SILENCER INVERTICAL RA DUCT INCHASE.20x18BOTTOM OF RA GRILLEFLUSH WITH FLOOR, TYP. 2RA DUCT UNDER STAGE TOBE UNLINED.18x10S200ETYP. 60.58 SFFATT10x810x88"ø,TYP 7.8"ø,TYP 7.SA DUCTS CONNECTEDTO 24x12 SA TRUNKUNDER STAGE.S2M2.63M2.7ø8ø8x325D96 1TYP. 4x475D96 1TYP. 4RE: 2/M2.7 FCT.20x18HEF -36øATTIC VENTILATION FAN MOUNTEDAT LOCATION ACCESSIBLE FROMATTIC WALKWAYHUMIDISTAT MOUNTED TOTRUSS AT LOCATIONACCESSIBLE FROM ATTIC WALKWAY, WITHIN SOUTH THIRD OFATTIC AREA TO AVOIDNORTHERN AREA SUSCEPTIBLETO OUTDOOR CONDITIONS ATBELFRY.3S -4TT444AHU -2S -3ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:18 PMM2.6SANCTUARYLEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"1SANCTUARY LEVEL MECHANICAL PLANRE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:FLAG NOTES:1ACOUSTIC IMPACTS OF CUSTOMGRILLE TO BE EVALUATED, EXACTSIZE, AND CONFIGURATION TBD.PROVIDE 20X30 ACCESS HATCHADJACENT TO AHU, LOCATED SOAS TO MAINTAIN 30X30 WORKINGSERVICE SPACE AT SERVICE SIDEOF AHU, PER 2015 IMC RQTS. RE:ARCH FFI.ACCESS PANEL TO BE FLUSH ANDTHE SAME MATERIAL ASSOUROUNDING SURFACE:FLANGELESS STYLE: WITH FINISHTEXTURE & COLOR MATCHED TOSURROUNDINGS. SUBMITPRODUCTFOR REVIEW & COORDWITH ARCHPRIOR TO PURCHASE &INSTALL. RE:ARCH&SPECIFICATIONS FFI.SCALE: NONE2AHU-2 ELEVATION12322333333
DNACEBD89RA DUCT INARCH CHASE.EF -24"ø EXH UP.EF-2 IN ATTIC SPACEABOVE STAIRS.4"ø EXH DN.AHU -122x16OSA INTAKE ROUTED TOBELFRY LOUVERS, RE:M2.7 FCT.S -13M2.724X24 RELIEF AIR UP.RELIEF AIR PATHFOR FC-1 & 7ECONOMIZERMODE. RE:ARCHFFI.24x24CBD89EXH 5025005.75 SFFABUILD SHEET METAL PLENUMBOX ON BACK OF (E)HISTORICAL WOOD LOUVER.SIZE ASSUMING 50% NFA OF(E) LOUVER.BUILD SHEET METAL PLENUMBOX ON BACK OF (E)HISTORICAL WOOD LOUVER.SIZE ASSUMING 50% NFA OF(E) LOUVER.20x16RELIEFMOTORIZED RELIEFDAMPER IN VERTICALOF 20x16 DUCT.2400E5.7 SFFA0.3 SFFA5.75 SFFAEXH 500.3 SFFA3RELIEF9.8 SFFA4ROUTE DUCT INSPACE BETWEENFRAMING MEMBERS.S -2AHU -1S -1ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:22 PMM2.7CHOIR LOFT &BELFRY LEVELMECHANICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADORE: M4.0 FOR ALL APPLICABLE DIAGRAMS.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.CEILING COORDINATION OF ALL MEPSYSTEMS (LIGHTING, DUCTWORK,DIFFUSERS, ELECTRICAL, FIREPROTECTION, ETC.) MUST BE COMPLETEDBY THE CONTRACTOR PRIOR TO THESTART OF ANY INSTALLATIONS.AVOID ROUTING DUCTWORK OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITH ELECTRICALCONTRACTOR.PROVIDE FLEXIBLE DUCT AND PIPECONNECTIONS TO ALL MOTORIZEDEQUIPMENT.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.ALL SOURCES OF IGNITION ON MECHANICALEQUIPMENT SHALL BE MOUNTED 18" AFF.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.ALL RETURN AIR GRILLES SHALL BEPROVIDED WITH SOUND BOOT WITH 1"LINER.T-STATS SHALL BE LOCATED NEAR THELIGHT SWITCH WITHIN THE ROOM SHOWN.COORDINATE WITH ARCHITECT &ELECTRICAL ENGINEER TO MATCH HEIGHTAND LOCATION.ALL DUCTWORK SHALL BE ROUTED AS HIGHAS POSSIBLE IN THE CEILING SPACE.UTILIZE JOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERDUCTS, PIPES, AND ELECTRICAL. MAINTAINMINIMUM 7' HEADROOM BELOW DUCTS &PIPINGALL RA & SA RECTANGULAR DUCT TOINCLUDE 1" INTERNAL LINER, UNO. OSA ANDEXH DUCT SHALL BE UNLINED.CONNECT ALL SA AND RA DEVICES WITHINACOUSTIC FLEX DUCT, 5' MIN. & 8' MAXLENGTH.UTILIZE REMOTE BALANCE DAMPERS ILOOBD OR BALANCE DAMPERS AT GRILLE.FLEX DUCT TO BE LOCATED BETWEENDEVICE AND BALACE DAMPER, AS SHOWN.1.2.3.4.5.6.7.8.9.10.11.12.13.14.HVAC NOTES:SCALE: 3/16" = 1'-0"1CHOIR LOFT LEVEL MECHANICAL PLANSCALE: 3/16" = 1'-0"2BELFRY LEVEL MECHANICAL PLANSCALE: 1/4" = 1'-0"3AHU-1 ELEVATION3FLAG NOTES:1ACOUSTIC IMPACTS OF CUSTOMGRILLE TO BE EVALUATED, EXACTSIZE, AND CONFIGURATION TBD.PROVIDE 20X30 ACCESS HATCHADJACENT TO AHU, LOCATED SOAS TO MAINTAIN 30X30 WORKINGSERVICE SPACE AT SERVICE SIDEOF AHU, PER 2015 IMC RQTS. RE:ARCH FFI.ACCESS PANEL TO BE FLUSH ANDTHE SAME MATERIAL ASSOUROUNDING SURFACE:FLANGELESS STYLE: WITH FINISHTEXTURE & COLOR MATCHED TOSURROUNDINGS. SUBMITPRODUCTFOR REVIEW & COORDWITH ARCHPRIOR TO PURCHASE &INSTALL. RE:ARCH&SPECIFICATIONS FFI.224
AIR FLOWUSE DUCT SEALANT ORGASKETED FITTING ON HIGHVELOCITY DUCT.CONICAL SPIN-IN FITTING W/MANUAL DAMPER, HANDLE,& LOCK NUT.FLEX DUCT.WORM DRIVE S.S. CLAMP.NOTE:DIAGRAM FOR LOW & HIGH VELOCITYDUCTWORK EXCEPT UPSTREAM OFVAV BOXES. OMIT DAMPER & FLEXDUCT UPSTREAM OF VAV BOXES.NO SCALEROUND DUCT TAKE-OFF DIAGRAMA45° DUCT TAKE-OFF DIAGRAMNO SCALE45°WH1/4 OF "W" OR6" MINIMUM.ENDBEARING.SINGLE BLADE DAMPERIF H<8" OPPOSEDBLADE DAMPER IF H>=8"SEAL AIRTIGHT AROUNDENTIRE TAKE-OFF.BSUPPLY DIFFUSER REMOTE BALANCE DAMPER DIAGRAMNO SCALEINSULATED SUPPLYAIR PLENUM.24" STANDARD CABLEOR AS REQUIRED.ROUNDDAMPER.TAKE-OFF ASREQUIRED.PLENUMADJUSTABLEMOUNTING CLAMP.DIFFUSER.ADJUSTS WITH 1/4"NUTDIRVER, SPECIFYOPTIONAL SCREWDRIVERTIP IF LESS THAN 3/8"NON-ACCESSIBLE BRANCH DUCT DAMPERNOTE:CEILING DIFFUSER SHOWN.FLOOR DIFFUSER SIMILAR.DWALLDUCT SOUND CONTROL DIAGRAM(DUCT THRU WALL)NO SCALECAULK PENETRATION CONTINUOUSAROUND PERIMETER OF DUCT ONBOTH SIDES OF LEAD WOOL.DUCT.MINERAL FIBER; FILL CAVITYAROUND PERIMETER OF DUCT.EXTEND ACOUSTICAL DUCT WRAPBEYOND INSULATION. TAPE ENDSTO DUCT W/ CONTINUOUS SEALAROUND PERIMETER OF DUCT,TYP.SOUND ATTENUATOR(WHERE SHOWN ONPLANS.)DUCT WRAP OR EQUIV.LOADED VINYL ACOUSTICAL DUCT LAGGINGWITH FIBROUS GLASS SCRIM REINFORCEDALUMINUM FOIL FACING 1.0 LB/SF, 0.090" THICK.1" THICK QUILTED FIBERGLASS (0.2 LB/SF)DECOUPLER/ABSORBER TO FORM A TIGHTFITTING "FLOATING" NOISE BARRIER.WHERE REQUIRED R VALUE EXCEEDS R-4UTILIZE 2" THICK (0.04 LB/SF) DECOUPLERFOR R-8 TOTAL.E(ROOF OR FLOOR)DUCT SOUND CONTROL DIAGRAMNO SCALEDUCT.CAULK PENETRATION CONTINUOUSAROUND PERIMETER OF DUCT ONBOTH SIDES OF MINERAL FIBER.EXTEND ACOUSTICAL DUCT WRAPBEYOND INSULATION. TAPE ENDSTO DUCT WITH CONTINUOUS SEALAROUND PERIMETER OF DUCT,TYP.STRUCTURE (ROOF OR FLOOR).MINERAL FIBER; FILL CAVITYAROUND PERIMETER OFDUCT.PROVIDE EXTRA INSULATION ATCORNERS TO ENSURE THAT DUCTWRAPDOES NOT TOUCH DUCT.LOADED VINYL ACOUSTICAL DUCT LAGGINGWITH FIBROUS GLASS SCRIM REINFORCEDALUMINUM FOIL FACING 1.0 LB/SF, 0.090"THICK.1" THICK QUILTED FIBERGLASS (0.2 LB/SF)DECOUPLER/ABSORBER TO FORM ATIGHT FITTING "FLOATING" NOISEBARRIER. WHERE REQUIRED R VALUEEXCEEDS R-4 UTILIZE 2" THICK (0.04LB/SF) DECOUPLER FOR R-8 TOTAL.SOUND ATTENUATOR;WHERE SHOWN ON PLANS.RETURN AIR GRILLESOUND BOOT DIAGRAMNO SCALE22 GA. SHEET METALBOOT W/ 1" DUCTINSULATION. MINIMUMSIZE = 12x24.NO TURNINGVANES.RETURN GRILLE3'-0"SUPPORT FROMOVERHEADSTRUCTURE.CNO SCALEFLOOR SA/RA DIFFUSER/PLENUM DIAGRAMFLOOR SA OR RA DIFFUSER.SA PLENUM WITH 1/2" DUCT LINER. SAPLENUM SHALL BE 1/2" LARGER THAN SADIFFUSER IN ALL DIMENSIONS TOACCOUNT FOR DUCT LINER.ADDITIONAL ROUND SA OR RADUCTS AS NECESSARY.PROVIDE MINIMUM 3FT AND MAXIMUM 8FTOF INSULATED ACOUSTIC FLEX DUCT ATTRANSITION TO ALL INSULATED S.A./R.A.PLENUMS.NOTES:1.REFER TO MECHANICAL PLANS FORROUND DUCT OR ACOUSTIC FLEXDUCT SIZE AND SA/RA DIFFUSER SIZE.PAN SA/RA PLENUM AROUND FLOORJOISTS AS REQUIRED.2.GCEILINGSAFAN COIL UNITOSAFILTER W/ ACCESSPANEL.ACOUSTICAL LINING.VOLUME DAMPER.RA DUCT.CONDENSATE DRAIN. PIPEINDIRECT TO APPROVEDRECEPTOR (PROVIDEMIN. 2" DEEP TRAP).SHEET METAL DRAINPAN.3/4" SECONDARY DRAIN TOAPPROVED RECEPTOR.PIPE INDIRECT TO FLOORDRAIN ON SINK TAIL PIECE,TYP.ROUND HANGER ROD TYP.WITH EXCEPTION OF FANCOILS LOCATED IN ATTIC.SPRING VIBRATIONISOLATORS, TYP.DOUBLE LOCKNUT.NOTES:1.RETURN AIR PLENUM FULLSIZE OF UNIT CONNECTION.2.THIS SUPPORT SYSTEM IS NOTALLOWED IN THE ATTIC.3.LOCATE ATTIC FAN COILS ON4" HOUSEKEEPING PAD WITHSPRING VIBRATIONISOLATORS.MOTORIZED DAMPER.FAN COIL UNIT INSTALLATIONNO SCALEDDHVERTICAL FAN COIL UNIT INSTALLATIONNO SCALEDSARASEALED FAN COIL UNIT CLOSET TOMINIMIZE NOISE TRANSFER ANDCREATE A RETURN AIR PLENUM.FLEX CONNECTION, TYP.CONDENSATE DRAIN W/ 2" DEEPTRAP. PIPE INDIRECT TO APPROVEDRECEPTOR (SINK TAILPIECE ORWASHERBOX). PROVIDE FLOATSWITCH IN DRAIN PAN TO DISABLEFAN IF CONDENSATE LEVEL RISESABOVE THE PRIMARY DRAIN LEVEL.FILTER W/ ACCESS PANEL.INSULATED RETURN PLENUM FULLSIZE OF UNIT INLET.VIBRATION ISOLATOR, TYP.INSULATED RETURN DUCTSTUBBED INTO EQUIPMENTCLOSET, OR DUCTED DOWNTO 12" A.F.F., ORCONNECTED TO FAN COILUNIT AS INDICATED ONPLANS.OSA DUCT.MOTORIZED DAMPER.FAN COILUNITJRETURNSUPPLY2-WAY COIL PIPING DIAGRAMNO SCALEKCOILNOTES:1. FLEXIBLE PIPE CONNECTOR REQ'D FOR EQUIPMENTCONTAINING FANS OR COMPRESSORS, NOT REQ'D FOREQUIPMENT SUCH AS DUCT COILS.2. PIPE ALL MULTI-ROW COILS FOR COUNTERFLOW (WATERENTERS MOST DOWNSTREAM COIL, LEAVES MOST UPSTREAMCOIL).3. REFER TO CONTROLS DRAWINGS FOR ADDITIONALINFORMATIO.4. 2-WAY VALVE NORMALLY OPEN FOR HEATING AND NORMALLYCLOSED FOR COOLING.STRAINERWITHBLOWDOWNAND CAP.MANUAL AIR VENTAT HIGHESTPOINT IN PIPING.NO SCALEL3-WAY (DIVERTING VALVE)COIL PIPING DIAGRAMCOILNOTES:1. FLEXIBLE PIPE CONNECTOR REQ'D FOR EQUIPMENT CONTAININGFANS OR COMPRESSORS, NOT REQ'D FOR EQUIPMENT SUCH ASDUCT COILS.2. PIPE ALL MULTI-ROW COILS FOR COUNTERFLOW (WATER ENTERSMOST DOWNSTREAM COIL, LEAVES MOST UPSTREAM COIL).3. REFER TO CONTROLS DRAWINGS FOR ADDITIONAL INFORMATION.4. 3-WAY VALVE WITH COIL RETURN PIPED TO NORMALLY OPENPORT FOR HEATING AND NORMALLY CLOSED PORT FOR COOLING.MANUAL AIR VENTAT HIGHESTPOINT IN PIPING.STRAINERWITHBLOWDOWNVALVE ANDCAP.SUPPLYRETURNNO SCALEBASEBOARD RADIATION DIAGRAMHWSHWR( UPFEED )HWRMANUAL AIR VENTS ATHIGH POINTSCONTINUE AS PERPLANSALTERNATE ROUTING & MANUAL AIRVENT LOCATION FOR SAME ENDCONNECTIONS.RISE IN DIRECTIONOF FLOWTHRU FLOOR (IN WALL)CONTROL VALVE INENCLOSURE ONRETURN SIDE (ASAPPLICABLE)CONTINUE AS PERPLANSMOUNTING HEIGHTAS PER EQUIPMENT LISTOR MANUFACTURER'SLISTINGLENGTH AS PER PLANSMRADIANT/SNOWMELT MANIFOLD PIPING DIAGRAMNO SCALECONTROL VALVE.MANIFOLD BOX (WALLMOUNTED FORRADIANT; LOCATED INSLAB FORSNOWMELT).MANUFACTURER'SMANIFOLD ASSY.LOOPBALANCE/ISOLATIONVALVEMANUFACTURER'SMANIFOLD ASSEMBLYWITH REVERSERETURN PIPING.RADIANT/SNOWMELTTUBING. LOOPQUANTITY ASREQUIRED.NOTES:1. PROVIDE MANUFACTURER'S MAINFOLDS ANDISOLATION VALVES WITH PIPING.2. FOR EXTERIOR MANIFOLD LOCATIONS PROVIDEWATERPROOF MANIFOLD BOX OR WATERPROOFCONTROL VALVE.TO PIPING MAINSSMSSMRAIR VENT AT HIGHPOINTS, TYPICAL.MANIFOLD BALANCEVALVE.NSNOWMELT CONNECTION: STAIR TO WALK DIAGRAMNO SCALESTAIR #2STAIR #1 & 32-1/2" MAX5/8" POLYETHYLENE HEATPIPE.5/8" POLYETHYLENE ATSTAIRS & LANDINGS.3" SANDSTONE AT STAIR& LANDING.CONCRETE AT STAIR &LANDING.NOTE:1. REFER TO ARCH FORSTAIR DIMENSIONS.2. RE: CIVIL FOR MATREIAL &CONSTRUCTION DETAIL.3. PROVIDE MIN R-10 SLABINSULATION UNDER SMTUBING. RE: CIVIL FOR EXACTPLACMENT IN ASSEMBLY,MATERIAL, ECT.9" O.C. TYP. FOR ALLLANDINGS & WALKS.3-1/2"4-1/2"4"3"1-1/4"4-1/2"4-1/2"3-1/2"P(FC-1, AHU-1 & 2, ALL CUH)(FC-7, FC-8)FSNOWMELT TUBING IN CONCRETE DIAGRAMNO SCALECOMPACTED GRADEUNDER-SLAB INSULATION,R-10 MINIMUM.WIRSBO TUBINGWIRE MESH OR REBARCONCRETE SLAB BY OTHERS, RE:ARCH DRAWINGS.WIRE TIEMINIMUM 1.5" OF CONCRETEOVER TUBINGEDGE INSULATION DEPTH TOFROST LINE IF NO HORIZONTALINSULATION IS UTILIZED INASSEMBLYQNOTES:1.CONTRACTOR TO DIP TUBINGBELOW SLAB INTO SUBSOIL ATSLAB CONSTRUCTION JOINTS.2.PROVIDE PIPE INSULATION ONSMOWMELT TUBINGPENETRATING EXPANSIONJOINTS FOR 6 INCHES ONEITHER SIDE OF JOINT, OR DIPTUBING BELOW THE SLAB INTOTHE SUBSOIL.3.SECURE SNOWMELT TUBING 6INCHES ON EITHER SIDE OFCONTROL JOINTS.4.PRESSURE TEST SNOWMELTTUBING WITH 60 PSI OR AIRFOR 24H. TUBING TO REMAIN UNDERPRESSURE DURING CONCRETEPOUR.5.BASE MATERIAL TO BECOMPACTED PRIOR TOINSTALLING ASSEMBLYCOMPONENTS.6. RE: CIVIL FOR EXACTCONSTRUCTION DETAIL,MATERIALS,ECT.3344ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:28 PMM4.0MECHANICALDIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO
SCALE:SMRSMSDSDSHWRHWSHWRHWSGHYDRONIC HEATING PLANT PIPING DIAGRAM & CONTROL SCHEMATIC1SDDSDDP-3HWS/R TO BUILDINGDISTRIBUTION.AIR VENT ALL HIGHPOINTS, TYP.TO GLYCOLFEEDER GF-1.HWS/R EXPANSIONTANK, TACO CBX-130OR EQUIVALENT.DOMESTIC WATEREXPANSION TANK, TACOPAX-30 OR EQUIVALENT.CW, HW, HWR TO PIPERACK.SMS/R TO SNOWMELTMANIFOLDS.SNOWMELT EXPANSION TANK,TACO CBX-30 OR EQUIVALENT.CONNECT (N) 2"GAS TO (E) GASMAIN IN MECH RM.1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"3"3"3"3"2-1/2"2-1/2"2-1/2"2-1/2"1-1/2"3/4"1-1/2"2"2"AITECPCPWH-1B-1B-1P-1P-1ETP-2P-2ASETP-4NONEHX-1ASP-5ETDDDDESCRIPTION - THE CENTRAL PLANT CONSISTS OF TWO MODULATING, CONDENSING GAS BOILERS SERVING BUILDING HEAT ANDHOT WATER, SNOWMELT SYSTEM, INDIRECT-FIRED WATER HEATER SERVING DOMESTIC HOT WATER HEATING, AND ASSOCIATEDPUMPS AND CONTROLS COMPONENTS.HEATING WATERENABLE BOILERS AND ASSOCIATED BOILER INJECTION PUMPS UPON A CALL FOR HEAT FROM SPACE HEATING, SNOWMELT, ORDOMESTIC WATER HEATING. THE BOILERS SHALL BE STAGED AND OPERATE ONLY AS NEEDED THROUGH THE BOILERMANUFACTURER'S CONTROL SYSTEM. DISABLE BOILERS AND ASSOCIATED BOILER INJECTION PUMPS WHEN A CALL FOR HEAT IS NOLONGER PRESENT.UPON A CALL FOR HEAT FROM ANY SYSTEM (FCU, AHU, CUH, SNOWMELT, OR RADIANT ZONE), HEATING WATER CIRCULATION PUMPSP-1 SHALL ENABLE AND MODULATE PER MANUFACTURER-INTEGRAL CONTROLS TO MAINTAIN SYSTEM DIFFERENTIAL PRESSURE ANDTEMPERATURE. WHEN CALL FOR HEAT HAS BEEN SATISFIED, PUMPS P-1 SHALL BE OFF. ALTERNATE LEAD/LAG PUMP PERMANUFACTURER CONTROLS TO ACHIEVE EQUAL RUN TIME ON BOTH PUMPS.DOMESTIC HOT WATERON A CALL FOR DOMESTIC HOT WATER PRIORITY FROM A TANK MOUNTED AQUASTAT SET AT 120°F (ADJ), THE DOMESTIC HOTWATER PRIORITY BOILER SHALL ENABLE AND MODULATE PER MANUFACTURER CONTROLS TO SATISFY THE DOMESTIC HOT WATERLOAD BY SUPPLYING 145°F (ADJ) HEATING WATER. THE WATER HEATER CIRCULATION PUMP P-3 SHALL RUN TO DIVERT ALL HEATINGWATER TO WATER HEATER, AND BOILER INJECTION PUMP P-1 OF ASSOCIATED BOILER SHALL BE OFF. INCREASE BOILER HWSSETPOINT TO 160°F MAX BASED ON DEVIATION OF WATER HEATER TANK TEMPERATURE FROM SETPOINT.DISABLE BOILERS AND WATER HEATER CIRCULATION PUMPS WHEN A CALL FOR DOMESTIC HOT WATER HEATING IS NO LONGERPRESENT.DOMESTIC HOT WATER RECIRCULATION PUMP P-5 SHALL CYCLE TO MAINTAIN A DOMESTIC HOT WATER RECIRCULATIONTEMPERATURE OF 110°F (ADJ).SNOWMELTUPON A CALL FROM AN IN-SLAB TEMPERATURE/MOISTURE SENSOR (TEKMAR 090 OR EQUIVALENT), OPEN HEATING WATER CONTROLVALVE, ENABLE PUMP P-5, CYCLE HX CONTROL VALVE TO MAINTAIN SMS TEMPERATURE OF 100°F (ADJ.)PLANT PIPING NOTES:1. COALESCING TYPE AIR SEPARATOR WITH WITH AUTOMATIC RELIEF FLOAT. 1 -1/2" PIPEAND SMALLER: SPIROTHERM SPIROVENT JR, B&G EASB JR, OR TACO VORTEC. 2" PIPE AND LARGER: SPIROTHERM SPIROVENT SR, B&G CRS, OR TACO 4900. OR EQUIVALENT.2. EXTEND DRAIN TO NEAREST FLOOR SINK FOR INDIRECT CONNECTION. DO NOT COMBINE DRAIN WITH OTHERS.3. PROVIDE ALL STRAINERS WITH BLOWDOWN BALL VALVE, HOSE END THREAD, GASKETED CAP AND CHAIN.4. PROVIDE GASKETED CAP AND CHAIN FOR DRAINS.5. EXTEND ALL SAFETY RELIEF VALVES TO DRAIN PER VALVE MFG's RECOMMENDATIONS WITHOUT PIPE BELLIES OR UPWARD SLOPE. DO NOT COMBINE WITH OTHERS.6. INDICATES UNION OR FLANGE CONNECTION FOR SERVICE PURPOSES. DIELECTRIC UNIONS NOT PERMITTED EXCEPT AT DOMESTIC WATER CONNECTIONS TO WATER HEATERS. PROVIDE DIELECTRIC NIPPLES OR FLANGES AT FERROUS TO NON-FERROUS PIPING MATERIAL TRANSITIONS.7. THREE-WAY VALVE WITH PORTS IDENTIFIED: C = COMMON NC = NORMALLY CLOSED NO = NORMALLY OPEN8. DIAGRAM IS SCHEMATIC IN NATURE. NOT ALLAPPURTENANCES REQ'D ARE NECESSARILY SHOWN.PROVIDE SYSTEM ACCESS, VALVING, AND DRAINAGEAS REQ'D FOR PROPER SYSTEM MAINTENANCE ANDPURGE/FILL PROCEDURES.9. PROVIDE MANUAL AIR VENT AT ALL HIGH POINTS ANDMANUAL DRAIN VALVES AT ALL LOW POINTS. PIPEDRAIN VALVES TO A SUITABLE LOCATION WHENDRAINS ARE IN A LOCATION IN WHICH THEIRDRAINAGE WILL BE A NUISANCE OR CAUSE DAMAGE.10. ALL PARALLEL EQUIPMENT SUCH AS BOILERS, PUMPS,TANKS, ETC. SHALL BE PIPED IN TRUE REVERSEDRETURN FASHION FOR AUTOMATIC FLOW BALANCINGBETWEEN THE PARALLEL ITEMS.11. PROVIDE 4" HIGH CONCRETE SHOP KEEPING PAD INADDITION TO MFG's BASE FOR ALL FLOOR MOUNTEDEQUIPMENT. COORDINATE EXACT PAD SIZES ANDLOCATIONS WITH PIPING SHOP DRAWINGS ANDCONCRETE CONTRACTOR.12. ALL ISOLATION VALVES SHALL BE FULL PORT VALVESEQUIVALENT TO PIPE SIZE SHOWN.13. ROUTE COMBUSTION EQUIPMENT AND VENT STACKTEE CONDENSATE DRAIN LINES AND INDIRECTCONNECT TO CONDENSATE NEUTRALIZATION BASINSIZED PER COMBUSTION EQUIPMENT MFG'sRECOMMENDATIONS. INDIRECT CONNECT BASINOUTLET TO NEAREST WASTE RECEPTOR.14. RE: R/M301 FOR POT FEEDER CONNECTION.15. REFER TO CONTROLS DRAWINGS FOR ADDITIONALDEVICE REQUIREMENTS SUCH AS PRESSURE ANDTEMPERATURE PICKUP LOCATIONS.16. RE: X/M## FOR PIGTAIL PRESSURE GAUGECONNECTION.17. PROVIDE DOWNWARD GAS FLOW INTOSEDIMENT/DRIP LEG TEES.NCCNO22SEQUENCE OF CONTROLALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:29 PMM5.0PIPINGDIAGRAMS &CONTROLSCHEMATICSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO4
SCALE:SCALE:SCALE:SCALE:SCALE:SCALE:HWSHWRHWSHWRHWSHWRBDDUNIT HEATER CONTROL DIAGRAMVERTICAL AND HORIZONTAL CABINET4 PIPE FAN COIL UNIT WITH OSA CONTROL DIAGRAMTHERMOSTAT CONTROL SCHEMATICEXHAUST FANAUXILIARY SYSTEMSCONTROL SEQUENCESDUAL-CONTROL AIR HANDLING UNIT WITH OSA CONTROL DIAGRAMUNIT HEATER CONTROL DIAGRAMVERTICAL AND HORIZONTAL CABINET325614APPLIES TO ALL CUH-1 AND CUH-2 CABINET UNIT HEATERS, AND FC-8 AIR CURTAIN.UPON A DROP IN TEMPERATURE BELOW SETPOINT MINUS DIFFERENTIAL,THERMOSTAT SHALL ENERGIZE FAN AND OPEN HEATING WATER CONTOL VALVE.CONVERSELY UPON A RISE IN TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIALFAN SHALL BE DE-ENERGIZED AND CONTROL VALVE SHALL CLOSE.APPLIES TO ALL CUH-3 AND CUH-4 CABINET UNIT HEATERS.UPON A DROP IN TEMPERATURE BELOW SETPOINT MINUSDIFFERENTIAL, THE SPACE-MOUNTED THERMOSTAT SHALLENERGIZE FAN AND OPEN HEATING WATER CONTOL VALVE.CONVERSELY UPON A RISE IN TEMPERATURE ABOVE SETPOINTPLUS DIFFERENTIAL FAN SHALL BE DE-ENERGIZED AND CONTROLVALVE SHALL CLOSE.WHERE MULTIPLE HEATERS ARE CONTROLLED VIA A SINGLETHERMOSTAT, A SINGLE CONTROL VALVE SHALL BE PROVIDEDFOR ALL ASSOCIATED HEATERS, WHICH SHALL OPEN AND ALLHEATERS SHALL BE CONTROLLED SIMULTANEOUSLY FOLLOWINGTHE ABOVE SEQUENCE.RSRLRSRLHWRHWSWALL SWITCHINTEGRALTHERMOSTAT.WALL-MOUNTEDTHERMOSTAT.WALL-MOUNTEDTHERMOSTAT.OSA DRYBULB TEMP SENSOR,LOCATED ON NORTHERLY WALLOF BUILDING WITH SUN SHIELD.MIXED AIR DRYBULB TEMP SENSOR.OSA DRYBULB TEMP SENSOR,LOCATED ON NORTHERLYWALL OF BUILDING WITH SUNSHIELD.MIXED AIR DRYBULB TEMP SENSOR.ECONOMIZERCONTROLLER,CARRIER JADEMODEL W7220OREQUIVALENT.ECONOMIZERCONTROLLER,CARRIER JADEMODEL W7220OREQUIVALENT.TSTATMMTSTATOSARAZONE (ORMASTER)THERMOSTATFRZAPPLIES TO FC-1 AND 7THE SYSTEM CONSISTS OF A FAN COIL UNIT WITH HOT WATER COIL, SUPPLY FAN, AND MIXING BOX WITH FULLECONOMIZER CAPABILITY.A SPACE-MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT WITH PROGRAMMABLE OCCUPIED/UNOCCUPIED SETTINGSHALL BE PROVIDED FOR EACH FCU. WHEN IN OCCUPIED MODE, FAN IS ON AND MOTORIZED OSA DAMPER SHALL BEIN POSITION TO SUPPLY MINIMUM VENTILATION OSA CFM LISTED IN FCU SCHEDULE. WHEN IN UNOCCUPIED MODE,OSA DAMPER IS CLOSED, AND FCU OPERATES TO MAINTAIN SPACE UNOCCUPIED SETPOINTS.BUILDING RELIEF AIR PATH: UPON A RISE IN BUILDING PRESSURE ABOVE OUTDOOR AMBIENT PRESSURE, OPENMOTORIZED RELIEF DAMPER IN RELIEF AIR DUCT IN BELFRY. UPON A DROP IN BUILDING PRESSURE TO OUTSIDE AIRPRESSURE, CLOSE MOTORIZED RELIEF DAMPER. RELIEF DAMPER TO BE FOAM INJECTED THERMALLY ISOLATED LOWTEMPERATURE CONTROL DAMPER, RUSKIN CDTI-50 OR EQUIVALENT.OPTIMAL START: CONTROLLER SHALL AUTOMATICALLY ADJUST THE DAILY START TIME OF THE FCU TO BRING THESPACE TO DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY.FREEZESTAT TRIP: FREEZESTAT SERPENTINED ON THE DOWNSTREAM SIDE OF THE HEATING COIL (PREFERABLE) ORCOOLING COIL (LESS PREFERRED) SHALL SHUT OFF FAN AND CLOSE OUTDOOR AIR DAMPER WHEN TRIPPED.HEATING VALVE SHALL OPEN WHEN FREEZESTAT IS TRIPPED. FREEZESTATS ARE TO BE THE AUTOMATIC RESETTINGTYPE INITIALLY SET TO TRIP AT 35°F.TEMPERATURE CONTROL:SPACE TEMPERATURE SETPOINT SHALL BE INITIALLY SET AT 70°F FOR HEATING, AND 75°F FOR COOLING, ADJ.UNOCCUPIED SETPOINT SHALL BE INITIALLY SET AT 65°F HEATING AND 80°F COOLING, ADJ.HEATING MODE: SPACE TEMPERATURE SHALL BE MAINTAINED AT SETPOINT BY OPENING OR CLOSING THE HEATINGWATER VALVE AS REQUIRED.COOLING MODE: WHEN A CALL FOR COOLING IS PRESENT, AS OSA TEMPERATURE DROPS BELOW SPACETEMPERATURE SETPOINT, FAN SHALL ENABLE, OSA DAMPER SHALL MODULATE OPEN AND RA DAMPER SHALLMODULATE CLOSED. IF SETPOINT IS NOT MET AND OSA TEMPERATURE IS BELOW SENSED SPACE TEMPERATURE, FANSHALL REMAIN ON AND OSA DAMPER SHALL REMAIN OPEN. WHEN OSA TEMP RISES ABOVE SPACE TEMP, OSADAMPER SHALL CLOSE, RA DAMPER SHALL OPEN, AND FAN SHALL REMAIN ON UNTIL A CALL FOR COOLING IS NOLONGER PRESENT OR OSA AGAIN DROPS BELOW SPACE TEMPERATURE.ZONE CONTROL:PROVIDE MOTORIZED ZONE DAMPERS WHERE SHOWN ON PLANS. PROVIDE THERMOSTATS AND CENTRALCONTROLLER CAPABLE OF POLLING MULTIPLE ZONES TO SET OPERATION MODE (HEATING VS. COOLING), TRANETRACKER OR EQUIVALENT. OCCUPANCY SHALL BE SCHEDULED THROUGH MASTER THERMOSTAT. ZONETHERMOSTATS SHALL BE CAPABLE OF SETTING SPACE SETPOINT TEMPERATURE. CENTRAL CONTROLLER SHALLDETERMINE HEATING VS. COOLING MODE, AND ZONE MOTORIZED DAMPER SETTINGS BASED ON ZONE TEMPERATUREDEVIATION FROM ZONE THERMOSTAT SETPOINT.NOTES:1. SOME COILS REQUIRE 3-WAY DIVERTING VALVES. RE: M4.0 COIL PIPING DIAGRAMS FFI. ALL VALVES SHALL BE2-POSITION.2. RE: M4.0 COIL PIPING DIAGRAMS FOR ALL PIPING CONFIGURATION, VALVES, AND APPURTENANCES REQUIRED.SAOCCMSAPPLIES TO EF-1, BATHROOM EXHAUST FANS.FAN SHALL BE CONTROLLED BY INDIVIDUAL SPACE MOUNTED OCCUPANCYSENSOR. UPON DETECTION OF OCCUPANCY, EXHAUST FANS SHALL ENABLE. WHENOCCUPANCY HAS NOT BEEN SENSED FOR 10 MINUTES (ADJ.), EXHAUST FANS SHALLDISABLE.MANUAL OVERRIDE-ON WALL SWITCH TO BE PROVIDED, ADJACENT TO LIGHTSWITCH IN SPACE BEING SERVED. WHEN SWITCH IS IN ON POSITION, FAN SHALLOPERATE. WHEN SWITCH IS IN OFF POSITION, FAN SHALL BE CONTROLLED BYSPACE MOUNTED OCCUPANCY AS DESCRIBED ABOVE.(E) EXHAUST DUCT,TO EXTERIORTERMINATION.GRAVITY OPERATEDNON-MOTORIZEDBACK DRAFTDAMPER.UNIT MOTORSTARTERDMOSARAAHU-1THERMOSTATFRZSAAHU-1RAFRZSAAHU-2RM-1 & 2TSTATMTSTATMSADMZONE T-STAT,TYP.FC-7, ZONEDFAN COIL UNIT,ONLY. TYP. ALLZONES.SMK1. RELIEF AIR DUCT SYSTEM: UPON DETECTION OFINTERIOR PRESSURE GREATER THAN AMBIENTOUTDOOR PRESSURE, OPEN MOTORIZED DAMPERAT RELIEF AIR DAMPER. UPON EQUALIZATION OFINTERIOR AND EXTERIOR PRESSURES, DAMPERSHALL CLOSE.2. EF-2, CONFESSIONAL EXHAUST FAN: UPON CLOSEOF A ROOM-MOUNTED ON/OFF SWITCH, FAN SHALLENABLE. FAN SHALL DISABLE ON OPEN OF ON/OFFSWITCH.3. HYDRONIC RADIANT BASEBOARD, BB-1: BASEBOARDASSOCIATED HEATING WATER CONTROL VALVESHALL OPEN UPON A CALL FOR HEAT FROM ASPACE-MOUNTED THERMOSTAT. CONVERSELY,VALVE SHALL CLOSE WHEN CALL FOR HEAT ISSATISFIED.SMKDMSMKECONTETEECONTETECU-1 MFTR CONTROLSTHE SYSTEM CONSISTS OF TWO AIR HANDLING UNITS WITH HOT WATER COIL, DX COOLING, SUPPLY FAN, MIXING BOX,AND TWO RADIANT FLOOR HEATING ZONES.TWO (2) SPACE-MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT WITH PROGRAMMABLE OCCUPIED/UNOCCUPIEDSETTING SHALL BE PROVIDED, ONE FOR EACH AHU.VENTILATION CONTROL:1. OCCUPIED MODE: AHU-1 FAN IS ON AND MOTORIZED OSA DAMPER SHALL BE IN POSITION TO SUPPLY OSA CFMLISTED IN AHU SCHEDULE.2. UNOCCUPIED MODE: OSA DAMPER IS CLOSED, AND AHU-1 & 2 OPERATE TO MAINTAIN SPACE UNOCCUPIEDSETPOINTS.BUILDING RELIEF AIR PATH: UPON A RISE IN SANCTUARY/NAVE PRESSURE ABOVE OUTDOOR AMBIENT PRESSURE,OPEN MOTORIZED RELIEF DAMPER IN RELIEF AIR DUCT IN BELFRY. UPON A DROP IN BUILDING PRESSURE TO OUTSIDEAIR PRESSURE, CLOSE MOTORIZED RELIEF DAMPER. RELIEF DAMPER TO BE FOAM INJECTED THERMALLY ISOLATEDLOW TEMPERATURE CONTROL DAMPER, RUSKIN CDTI-50 OR EQUIVALENT.OPTIMAL START: AHU-1 CONTROLLER SHALL AUTOMATICALLY ADJUST THE DAILY START TIME OF THE RADIANT ZONES& AHU TO BRING THE SPACE TO DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY.FREEZESTAT TRIP: FREEZESTAT SERPENTINED ON THE DOWNSTREAM SIDE OF THE HEATING COIL (PREFERABLE) ORCOOLING COIL (LESS PREFERRED) SHALL SHUT OFF FAN AND CLOSE OUTDOOR AIR DAMPER WHEN TRIPPED.HEATING VALVE SHALL OPEN WHEN FREEZESTAT IS TRIPPED. FREEZESTATS ARE TO BE THE AUTOMATIC RESETTINGTYPE INITIALLY SET TO TRIP AT 35°F.TEMPERATURE CONTROL:STAGE HEATING AND COOLING AS FOLLOWS:HEATING1. STAGE 1: OPEN RADIANT MANIFOLD 1 & 2 CONTROL VALVES.2. STAGE 2: ENABLE AHU-1 HEATING IN ADDITION TO RADIANT HEAT.3. STAGE 3: ENABLE AHU-2 HEATING IN ADDITION TO AHU-1 AND RADIANT HEATCOOLING1. STAGE 1: ENABLE AHU-1 ECONOMIZER CONTROL2. STAGE 2: ENABLE AHU-1 DX COOLING3. STAGE 3: ENABLE AHU-2 DX COOLINGAHU-1 THERMOSTAT SHALL ALSO CONTROL RADIANT MANIFOLD ZONES AS FIRST-STAGE HEATING.STAGING OF RADIANT, AHU-1 & 2 SHALL BE ACHIEVED BY MANUALLY SETTING THE SEPARATE AHU-1 & 2THERMOSTATS TO THE FOLLOWING ADJUSTABLE SETPOINTS:AHU-1 OCCUPIED: 70°F HEATING, 75°F COOLING.AHU-2 OCCUPIED: 66°F HEATING, 79°F COOLINGAHU-1 UNOCCUPIED: 65°F HEATING, 80°F COOLINGAHU-2 UNOCCUPIED: 62°F HEATING, 83°F COOLINGHEATING MODE: SPACE TEMPERATURE SHALL BE MAINTAINED AT SETPOINT BY OPENING OR CLOSING THE HEATINGWATER VALVES AS REQUIRED.AHU-1 ECONOMIZER MODE: WHEN A CALL FOR COOLING IS PRESENT, AS OSA TEMPERATURE DROPS BELOW SPACETEMPERATURE SETPOINT, AHU-1 FAN SHALL ENABLE, OSA DAMPER SHALL MODULATE OPEN AND RA DAMPER SHALLMODULATE CLOSED. IF SETPOINT IS NOT MET AND OSA TEMPERATURE IS BELOW SENSED SPACE TEMPERATURE, FANSHALL REMAIN ON, OSA DAMPER SHALL REMAIN OPEN, AND DX COOLING SHALL ENABLE. WHEN OSA TEMP RISESABOVE SPACE TEMP, OSA DAMPER SHALL CLOSE, RA DAMPER SHALL OPEN, DX COOLING SHALL ENABLE, AND FANSHALL REMAIN ON UNTIL A CALL FOR COOLING IS NO LONGER PRESENT OR OSA AGAIN DROPS BELOW SPACETEMPERATURE.AHU-2 COOLING MODE: WHEN SPACE TEMPERATURE RISES ABOVE STAGE 3 COOLING SETPOINTS PLUSDIFFERENTIAL, ENABLE CU-2 AND AHU-2 DX COOLING PER MFTR CONTROLS.NOTES:1. SOME COILS REQUIRE 3-WAY DIVERTING VALVES. RE: M4.0 COIL PIPING DIAGRAMS FFI. ALL VALVES SHALL BE2-POSITION.2. RE: M4.0 COIL PIPING DIAGRAMS FOR ALL PIPING CONFIGURATION, VALVES, AND APPURTENANCES REQUIRED.AHU-2THERMOSTATCU-2 MFTR CONTROLSNONENONENONENONENONENONEHWRHWSSEQUENCE OF CONTROL:SEQUENCE OF CONTROL:HWRHWSHWRHWSAIAOBIBOCPAFMSCOCO2CSDPSDPTFRZFSFHEMSDMRLYSSMKTETSTATVFDTEMPSENSORPEMEPOEVOANALOG INPUT TO BCSCONTROLS SYMBOLSANALOG OUTPUT FROM BCSBINARY INPUT TO BCSBINARY OUTPUT FROM BCSCARBON MONOXIDE SENSORCARBON DIOXIDE SENSORCURRENT SWITCHFLOW SWITCHHUMIDITY SENSORMOTOR STARTERDAMPER MOTORRELAYSMOKE DETECTORTEMPERATURE SENSORVARIABLE FREQUENCY DRIVEFREEZSTATSENSORTHERMOSTATSWITCHSPACE MOUNTED STATEQUIPMENT MANUFACTURER'SCONTROL PANELDIFFERENTIAL PRESSURE SWITCHDIFFERENTIAL PRESSURE TRANSDUCERFLOW SENSORAIRFLOW MEASURING STATIONPRESSURE SENSORMOTOR (FAN, DAMPER OR OTHER)EMERGENCY POWER OFFEMERGENCY VENTILATION ONALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:30 PMM5.1MECHANICALCONTROLSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO4
ACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111VEST.120MEETING RM101OFFICE122MEETING RM107KITCHEN & ALL FIXTURES& PIPING TO REMAIN.(E) W TO KITCHEN.(E) FLOOR CO UNDERACCESS PANEL TOREMAIN.(E) W EXIT. PROVIDEPRICING TO DEMO &REPLACE WITH 4" WFROM UTILITYCONNECTION TOBATHROOM GROUPS,AS SHOWN.(E) W TO SINK. DEMOTO MAIN.REMOVE ALL (E) PLUMBIGFIXTURES & PIPING INBATHROOM GROUPS &APARTMENTS.REMOVE (E) 3" W TOBATROOM GROUPS.(E) WATER FROMUTILITY.(E) GAS METERAND ENTRY.MALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:35 PMP2.2MAIN LEVELDEMOLITIONPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL DEMOLITION PLUMBING PLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:
ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209REMOVE (E) SINKS, DEMO PIPINGTO WALL AND PROTECT FORCONNECTION TO (N) SINKS.REMOVE (E) SINKS, DEMO PIPINGTO WALL AND PROTECT FORCONNECTION TO (N) SINKS.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:38 PMP2.3SANCTUARYLEVELDEMOLITIONPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL DEMOLITION PLUMBINGPLANADDITIONAL STORM, HYDRONIC,DOMESTIC, WASTE AND VENT PIPING MAYBE ROUTED IN SPACE THAT IS NOTREPRESENTED, BUT IS TO REMAIN.OTHER SYSTEMS MAY EXIST WITHIN THESPACE THAT ARE NOT REPRESENTED ONTHESE DRAWINGS; MODIFICATIONS TOTHESE SYSTEMS ARE NOT ANTICIPATED.FIELD VERIFY ALL COMPONENTS PRIORTO DEMOLITION. THE INFORMATION ONTHIS SHEET WAS OBTAINED, IN PART,FROM HISTORIC DESIGN DRAWINGS. ONLYPORTIONS OF THE SYSTEMS WEREACCESSIBLE FOR VISUAL CONFIRMATIONDURING DESIGN PROCESS.PROVIDE PRELIMINARY TESTING OFEXISTING HYDRONIC SYSTEMS. MEASURECURRENT FLUID FLOW RATE THROUGHALL EXISTING COILS, RADIANT, ANDSNOWMELT ZONES FOR THE CURRENTLYINSTALLED SYSTEMS. SUBMIT REPORT OFMEASURED VALUES TO ENGINEER FORREVIEW AND CONFIRMATION OF SYSTEMDESIGN ASSUMPTIONS PRIOR TODEMOLITION.(E) WASTE SYSTEM SERVING SPACE ISLOCATED IN THE CEILING OF THE SPACEBELOW.REMOVE ALL MECHANICAL ITEMSINDICATED.TEMPORARILY SEAL OR CAP PIPING TO BERE-USED FOR LATER CONNECTION.SEAL ALL OPEN DUCTS DURINGCONSTRUCTION TO MITIGATE DUST ANDDEBRIS FROM SYSTEM. CAP DUCTWORKIN LOCATIONS THAT ARE NOT BEINGRECONNECTED.REMOVE ALL DEMOLISHED COLD WATER,HOT WATER AND HOT WATERRECIRCULATION PIPING BACK TO BRANCHFROM MAIN TO ELIMINATE ALL DEADENDS IN DOMESTIC WATER PIPING.NOTIFY ENGINEER IMMEDIATELY OF ANYDISCREPANCIES OF INFORMATIONREPRESENTED IN THE DOCUMENTSVERSUS WHAT IS FOUND IN THE FIELD.COORDINATE PATCHING AND REPAIRS OFWALLS, CEILINGS AND FLOORS WITHARCHITECT.PATCH STRUCTURAL OPENINGS INFLOORS, WALLS AND ROOFS THAT WEREPREVIOUSLY OCCUPIED BY SYSTEMSAND EQUIPMENT DEMOLISHED UNDERTHIS CONTRACT IN ACCORDANCE WITHSTRUCTURAL ENGINEER'SREQUIREMENTS.1.2.3.4.5.6.7.8.9.10.11.DEMOLITION NOTES:
ACEBD123456789ELEV EQUIP002STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACE2 1/2" HWS2 1/2" HWRCWHWHWC2 1/2" HWS2 1/2" HWRPIPE RACK FROMMECH ROOM. RE: M5.0FCT AND SIZING.2-1/2" HWS/R,HWSHWR1" HWR1" HWS1" HWR1" HWS1" HWS1" HWR111111111111111"HWS/R,1"CHS/R UP.WW(E) WATER ENTRYTO REMAIN.(N) 4" W EXIT TOUTILITY MAIN.12 1/2"2 1/2"3/4"3/4"3/4" HWS/R,RS/RL UP.1 1/2"1 1/2"3/4"RECONNECT (E)CW/HW/HWC SERVINGKITCHEN TO (N) PIPING.1 1/2" SMS1 1/2" SMR1 1/2" SMS1 1/2" SMR(N) SM-2 MANIFOLD INSTALLED PER DIAGRAM RQTS,RE: M4.0 FFI. RECONNECT (E) LOOPS TO (N) MANIFOLD.(E) SMS/R PIPE ROUTING AND SIZE TO (E) SM-1 UNKNOWN.CONTRACTOR OPTION TO RE-USE (E) PIPE IF CONDITION ISACCEPTABLE AND SIZE MEETS OR EXCEEDS THAT SHOWN.1-1/2" SMS/R TO MECH RM,RE: M5.0 FCT.1-1/2" SMS/R TO (N) SM-1 INEXTERIOR LANDSCAPEBOX. RE: M2.0 FFI.(E)WCONNNECT (E)WTO (N) 4"W.333HWRHWSRLRSRSRLRS/RL,HWS/R UP1-3/8" RS, 5/8" RL TO CU-21-3/8" RS, 5/8" RL TO CU-141" HWS/R TOFC-11ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:57:52 PMP2.4BASEMENTLEVEL PIPINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"BASEMENT LEVEL PIPING PLANFLAG NOTES:13/4" HWS/R TO CUH ABOVE.RE: 94.0 FOR ALL PLUMBING DIAGRAMS.REFER TO THE PLUMBING FIXTURECONNECTION SCHEDULE FOR PIPE SIZESTO INDIVIDUAL FIXTURES.NOT ALL REQUIRED CLEANOUTS ARENECESSARILY SHOWN ON THESE PLANS.PROVIDE CLEANOUTS ON WASTE, VENTAND STORM PIPING AS REQUIRED BYCODE AND FOR REASONABLEMAINTENANCE BASED ON ACTUAL FIELDINSTALLATION. COORDINATE LOCATIONSWITH ARCHITECT/ENGINEER.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTEDIN FRAMED WALL ON INTERIOR SIDE OFINSULATION.ST AND ST(OF) PIPING 3", UNOINSTALL THERMOSTATIC MIXING VALVES,ASSE 1070 LISTED, AT EACH PUBLICHANDWASHING LAVATORY/SINK. SIZE TOMATCH HW PIPE SIZE.ROOF OVERFLOW DRAINAGE STRATEGYTO BE DETERMINED OR VIAARCHITECTURAL SCUPPERS UNOTERMINATE PLUMBING VENTS NOT LESSTHAN 12" ABOVE ROOF.AVOID ROUTING PIPING OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITHELECTRICAL CONTRACTOR.CONTRACTOR TO MAINTAIN 8'-6" CLEARHEAD HEIGHT IN GARAGE AND INFORMTHE ENGINEER AND ARCHITECT OF ANYAREAS THAT MAY NOT MEET 8'-6" PRIOR TOINSTALLATION, MINIMUM 8'-2" CLEAR HEADHEIGHT MUST BE MAINTAINED INACCESSIBLE VEHICLE AREAS.PROVIDE FLEXIBLE PIPE CONNECTIONSTO ALL MOTORIZED EQUIPMENT.ROUTE DOMESTIC HOT WATER RECIRCTO WITHIN 10 FEET OF ALL HOT WATERFIXTURES. CONNECT WITHIN 5 FEET OF0.5 GPM AND LOWER FAUCETS.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.PEX PIPING SHALL NOT BE ALLOWED TOPENETRATE FIRE BARRIERS WHERE FIRECAULKING IS REQUIRED.ALL VALVES SHALL BE INSTALLED ABOVEDROP-IN CEILINGS IN ACCESSIBLELOCATIONS, OR WITH ACCESS PANELS INHARD-LID CEILINGS.ALL PIPING SHALL BE ROUTED AS HIGH ASPOSSIBLE IN THE CEILING SPACE. UTILIZEJOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERPIPES, DUCTS, AND ELECTRICAL.MAINTAIN 7' MINIMUM HEADROOM BELOWPIPING & DUCTWORK.ACCESS PANELS SHALL BE 24x24, UNOLOCATIONS SHOWN ARE APPROXIMATE,EXACT LOCATIONS SHALL BECOORDINATED WITH THE ARCHITECTSDRAWINGS AND WITH THE LOCATIONS OFTHE EQUIPMENT OR APPARATUS THATTHEY SERVE.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.PLUMBING NOTES:
W H WHACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111WOMEN110OFFICE113MEN116HALL115OFFICE114OFFICE119HALL117RECEPT118VEST.120MEETING RM101OFFICE122MEETING RM107CONF RM112P5P5P5P5P4P4P4P6P6P4P4P3P1P1HWS/R,RISERS.(N) 4" FLOOR CO IN (E)FLOOR BOX & ACCESSPANEL.1" HWS/R, 1"CHS/R TO FC-7.13/4" HWS/R TOFC-8.HWRHWS1P2P2REF: 1/P4.0FOR DOMESTICPIPING ANDSIZING.M(E) GAS TO UTILITY MAIN.(E) GAS TO MECH. RM.FCOFCOHWSHWRRS/RL UPRS/RL, HWS/R RISERSCOORD. EXACTROUTING THROUGHKITCHEN W/ ARCH &OWNER.444ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:58:02 PMP2.5MAIN LEVELPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL PLUMBING PLANRE: 94.0 FOR ALL PLUMBING DIAGRAMS.REFER TO THE PLUMBING FIXTURECONNECTION SCHEDULE FOR PIPE SIZESTO INDIVIDUAL FIXTURES.NOT ALL REQUIRED CLEANOUTS ARENECESSARILY SHOWN ON THESE PLANS.PROVIDE CLEANOUTS ON WASTE, VENTAND STORM PIPING AS REQUIRED BYCODE AND FOR REASONABLEMAINTENANCE BASED ON ACTUAL FIELDINSTALLATION. COORDINATE LOCATIONSWITH ARCHITECT/ENGINEER.COORDINATE ROUTING OF CONDENSATEDRAIN LINES WITH ARCHITECT PRIOR TOINSTALLATION.PIPING ON EXTERIOR WALLS OR PRE-CAST CONCRETE WALLS TO BE ROUTEDIN FRAMED WALL ON INTERIOR SIDE OFINSULATION.ST AND ST(OF) PIPING 3", UNOINSTALL THERMOSTATIC MIXING VALVES,ASSE 1070 LISTED, AT EACH PUBLICHANDWASHING LAVATORY/SINK. SIZE TOMATCH HW PIPE SIZE.ROOF OVERFLOW DRAINAGE STRATEGYTO BE DETERMINED OR VIAARCHITECTURAL SCUPPERS UNOTERMINATE PLUMBING VENTS NOT LESSTHAN 12" ABOVE ROOF.AVOID ROUTING PIPING OVERELECTRICAL ROOMS OR ELECTRICALPANELS; MAINTAIN N.E.C. CLEARANCES.COORDINATE ROUTINGS WITHELECTRICAL CONTRACTOR.CONTRACTOR TO MAINTAIN 8'-6" CLEARHEAD HEIGHT IN GARAGE AND INFORMTHE ENGINEER AND ARCHITECT OF ANYAREAS THAT MAY NOT MEET 8'-6" PRIOR TOINSTALLATION, MINIMUM 8'-2" CLEAR HEADHEIGHT MUST BE MAINTAINED INACCESSIBLE VEHICLE AREAS.PROVIDE FLEXIBLE PIPE CONNECTIONSTO ALL MOTORIZED EQUIPMENT.ROUTE DOMESTIC HOT WATER RECIRCTO WITHIN 10 FEET OF ALL HOT WATERFIXTURES. CONNECT WITHIN 5 FEET OF0.5 GPM AND LOWER FAUCETS.VERIFY ALL EQUIPMENT ACCESS PANELSWITH MANUFACTURER AND ARCHITECT.PROTECT PIPING ROUTED ALONGCOLUMNS, WALLS, ETC. FROM DAMAGE ASNECESSARY WITH CAGES. COORDINATEWITH ARCHITECT.PEX PIPING SHALL NOT BE ALLOWED TOPENETRATE FIRE BARRIERS WHERE FIRECAULKING IS REQUIRED.ALL VALVES SHALL BE INSTALLED ABOVEDROP-IN CEILINGS IN ACCESSIBLELOCATIONS, OR WITH ACCESS PANELS INHARD-LID CEILINGS.ALL PIPING SHALL BE ROUTED AS HIGH ASPOSSIBLE IN THE CEILING SPACE. UTILIZEJOIST SPACE WHEN POSSIBLE,ESPECIALLY WHERE CROSSING OTHERPIPES, DUCTS, AND ELECTRICAL.MAINTAIN 7' MINIMUM HEADROOM BELOWPIPING & DUCTWORK.ACCESS PANELS SHALL BE 24x24, UNOLOCATIONS SHOWN ARE APPROXIMATE,EXACT LOCATIONS SHALL BECOORDINATED WITH THE ARCHITECTSDRAWINGS AND WITH THE LOCATIONS OFTHE EQUIPMENT OR APPARATUS THATTHEY SERVE.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.PLUMBING NOTES:FLAG NOTES:13/4" HWS/R TO RADIANT MANIFOLDABOVE.
ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209RE - CONNECT SACRARIUMBASIN DRAIN TO (E) PIPINGWHICH DISCHARGES TOCRAWLSPACE.STORM/DAYLIGHT. REGULAR BASIN RE-CONNECTED TO (E) TO SANITARYWASTE.P8P72" HWS/R, ABOVE TOAHU-1.3RS/RL UP TO AHU-1 ABOVE.RS/RL, HWS/RRISERS TO AHU-2ABOVE.4HWS/R, RISERS INWALL.4HWSHWRALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:58:07 PMP2.6SANCTUARYLEVELPLUMBINGPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL PLUMBING PLAN
TYPICAL HANGER DIAGRAMNO SCALEANCHOR,REFER TOSTRUCTURAL.THREADEDROD.HANGER.PIPE &INSULATION.CONCRETESTRUCTURE.NOTE:ALL PIPING WITHINSULATION TO HAVEINSULATION RUN FULLSIZE THROUGHHANGER WITH SHIELDAND INSERT.CMIN. HEIGHTPER MFR.1/2"FLOORTRAP PRIMER CONNECTIONDIAGRAMNO SCALEBALL VALVE.TAKE-OFF FROMTOP OF CW PIPE.TRAP PRIMER VALVE,SIOUX CHIEF PRIMEPERFECT OR EQUAL.DISTRIBUTION UNIT(FOR MULTIPLEDRAINS).1/2" TYPE KSOFT COPPERLINE(S) TOFLOORDRAIN(S).QUANTITY ASREQUIRED. NOJOINTS BELOWGRADE.DCLEANOUT DIAGRAMSNO SCALE6"SLOPE DN @ 1/4"/L.F.WASTE LINEFINISHED GRADEADJUSTABLE GRADE CLEANOUT AND ACCESS ENCLOSURE WITH ANCHORFLANGE, HEAVY DUTY TOP, AND VANDAL PROOF FASTENERS, ZURN,Z-1400-HD-KBRASS CLEANOUT PLUG W/COUNTER SUNK HEAD.ADJUSTABLE CLEANOUTAND ACCESS COVER ZURNZB-1400. TOP OF COVER TOBE FLUSH W/ TOP OF FLOOR.16" CONC. PAD TROWELSMOOTH & EDGE.1/8 C.I. BENDBALANCE OF PIPING SAMEAS CLEANOUT TO GRADE.FLOOR LINE1/8 C.I. BENDC.I. WASTE LINE.LGTH TO SUIT.1/8 BEND IF CLEANOUTOCCURS AT END OF LINE.PROVIDE FOLLOWING OPTIONS AS APPROPRIATE:1. CARPET MARKER - FOR CARPETED AREAS.2. SQUARE TOP - FOR CERAMIC TILE OR SIMILARSQUARE PATTERN FLOOR.3. FLASHING CLAMP - FOR ABOVE GRADE WATERPROOFED AREAS.FLOOR CLEANOUT (FCO)CLEANOUT TO GRADE (COTG)BWALL CLEANOUT DIAGRAMNO SCALE1'-0"MAY EXTEND AS AWASTE OR VENT.CHROME WALLCOVERAND SCREW.PLUGGED TEE WITHCLEANOUT.WALL.FLOOR LINE.1/8 C.I. BEND.BALANCE OF PIPINGSAME AS CLEANOUTTO GRADE.HTWO-WAY CLEANOUT TO GRADE DIAGRAMSNO SCALEFINISHED GRADEWASTE LINESLOPE DN @ 1/4"/L.F.6"ADJUSTABLE GRADE CLEANOUT AND ACCESSENCLOSURE WITH ANCHOR FLANGE, HEAVY DUTYTOP, AND VANDAL PROOF FASTENERS, ZURN,Z-1400-HD-KBRASS CLEANOUT PLUG W/COUNTERSUNK HEAD.24" X 16" DIA. CONC. PADTROWELSMOOTH & EDGE.C.I. WASTE LINE.LGTH TO SUIT.1/8 C.I. BENDASANITARY OR STORM BLDG.DRAIN THRU WALL DIAGRAMNO SCALESLOPE 1/4"/L.F.C.O.T.G SEE DIAGRAM.BASEMENT WALL.COORDINATE WALL OPENING SIZEWITH PIPE MATERIAL AND SIZEAND MANUFACTURERREQUIREMENTS.STORM OR SANITARYBLDG. DRAIN.LINK-SEAL OR EQUIVALENT.GRADEEFDIAGRAM & ISOMETRICDRINKING FOUNTAIN MOUNTINGNO SCALEVWV"34"ISOMETRICW1(E)(E)11"212WALLMANUFACTURER'S WALLHANGER & TRIMPLATEP-TRAPS FLATAGAINST WALLCONCEALWALL DAMAGEW/ S.S. PLATEREPLACE (E) SINGLEINLET W/ (N) DOUBLEINLET FITTINGFABRICATE 16 GA S.S.BACK-UP PLATESECURE WALL HANGERW/ THROUGH BOLTSTYPICAL PIPE SIZE CHANGEFOR WATER DIAGRAMNO SCALETOP OF PIPEPIPEPIPEINVERTED ECCENTRICREDUCER.CLCLGHWCHWCWW(E) PIPING TOKITCHEN.1 1/4" CW1" HW3/4" HWC1 1/4" CW1" HW3/4" HWCTO MECH RM.ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.17VE REVISION 05.08.175/18/2017 2:58:18 PMP4.0PLUMBINGDIAGRAMSAND ISOMETRICST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE:1BASEMENT DOMESTIC, WASTE & VENTISOMETRIC1.2.NOTES:CONNECT (N) VENTS FROM FIXTURES TO(E) VENT SYSTEM, TYP.PROVIDE CLEANOUTS PER 2015 IPC.
ATSDL
LV
OS
OS
OS
GF
ST
ELECTRICAL SYSTEMS LEGEND
S
S
S
S
S
S
S
S
S
S
S
S
ABBREVIATIONSPOWER SYMBOLS
SINGLE RECEPTACLE
DUPLEX RECEPTACLE
DOUBLE DUPLEX RECEPTACLE
GFCI DUPLEX RECEPTACLE
DUPLEX RECEPTACLE; HALF SWITCHED
ISOLATED GROUND DUPLEX RECEPTACLE
WALL MOUNTED SPECIAL OUTLET AS NOTED
SPECIAL OUTLET AS NOTED
JUNCTION BOX
WALL MOUNTED JUNCTION BOX
FLOOR MOUNTED JUNCTION BOX
DUPLEX RECEPTACLE MOUNTED ABOVE COUNTERC
FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE
FLUSH FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE
FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED
FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE AND TELECOM
DIVISION 15 EQUIPMENT POWER CONNECTION
FUSED DISCONNECT
NON FUSED DISCONNECT
MOTOR STARTER
ENCLOSED CIRCUIT BREAKER
PULL BOX
PUSH BUTTON
TRANSFORMER
PANELBOARD OR LOADCENTER
CONTACTOR
ELECTRIC MOTOR
METER
THERMOSTAT
AUTOMATIC TRANSFER SWITCH
ONE-LINE DIAGRAM SYMBOLS
CIRCUIT HOMERUN
CONDUIT RUN
CONDUIT RUN BELOW GRADE
CONDUIT UP
CONDUIT DOWN
DISCONNECT SWITCH
FUSE
CIRCUIT BREAKER
CURRENT TRANSFORMER
POTENTIAL TRANSFORMER
METER
SURGE SUPPRESSION DEVICE
VOLT-METER
SELECTOR SWITCH
GROUND
GROUND FAULT PROTECTION
AMP-METER
SHUNT TRIP
NORMALLY OPEN CONTACT
NORMALLY CLOSED CONTACT
COLD WATER GROUND CONNECTION
BUILDING STEEL GROUND CONNECTION
TIMER SWITCH
MULTI-OUTLET PLUG STRIP
TIME CLOCK
PHOTO-CELL
SWITCH
THERMAL OVERLOAD SWITCH
VARIABLE SPEED SWITCH
KEY SWITCH
LIGHTING FIXTURE SYMBOLS
RECESSED LIGHTING FIXTURE
WALL MOUNTED LIGHT
WALL MOUNTED UP-LIGHT
PENDANT MOUNTED LIGHT
SURFACE MOUNTED LIGHT
DIRECTIONAL/ADJUSTABLE RECESSED LIGHTING FIXTURE
MONO-POINT LIGHTING FIXTURE
RECESSED STEP LIGHT
FLUORESCENT STRIP LIGHT
WALL MOUNTED LINEAR FLUORESCENT LIGHT
RECESSED OR SURFACE MOUNTED FLUORESCENT TROFFER
FIXTURE WITH EMERGENCY BACKUP OR ON EM CIRCUIT
WALL MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN
EMERGENCY LIGHTS
CEILING MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN
SWITCH
THREE-WAY SWITCH
FOUR-WAY SWITCH
DOOR JAMB SWITCH
LIGHTING CONTROL SYMBOLS
EXTERIOR POLE MOUNTED LIGHT
EXTERIOR POST (BOLLARD) MOUNTED LIGHT
DAYLIGHT PHOTO SENSOR
KEY SWITCH
VARIABLE SPEED SWITCH
DIMMER
THREE-WAY DIMMER
LOW VOLTAGE SWITCH
WALL OCCUPANCY SENSOR/SWITCH
THERMAL OVERLOAD SWITCH
OCCUPANCY SENSOR - WALL MOUNTED
OCCUPANCY SENSOR - CORRIDOR CEILING MOUNTED
3
T
O
D 3
D
V
K
J
4
K
V
T
PC
TC
TS
A
V
SS
M
T
C
T
PB
CB
N
--
J
J
J
OCCUPANCY SENSOR - CEILING MOUNTED
AFC
AFF
AFG
AHJ
- ABOVE FINISHED CEILING
- ABOVE FINISHED FLOOR
- ABOVE FINISHED GRADE
- AUTHORITY HAVING JURISDICTION
AL - ALUMINUM
AWG
AP - ACCESS POINT
- AMERICAN WIRE GAUGE
BFG
BMS
BAS - BUILDING AUTOMATION SYSTEM
- BELOW FINISH GRADE
- BUILDING MANAGEMENT SYSTEM
C
CATV
CCTV
- CONDUIT
- COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM
- CLOSED CIRCUIT TELEVISION
CKT - CIRCUIT
CPU - CENTRAL PROCESSING UNIT
CT - CURRENT TRANSFORMER
DISP - GARBAGE DISPOSAL
DW - DISHWASHER
(E) - EXISTING
EM - EMERGENCY
EWC - ELECTRIC WATER COOLER
FBO
GFI
FA
FACP
GRD
GC
- FIRE ALARM
- FIRE ALARM CONTROL PANEL
- FURNISHED BY OTHERS
- GENERAL CONTRACTOR
- GROUND FAULT CIRCUIT INTERRUPTER
- GROUND
IAW IN ACCORDANCE WITH-
IC
IDF
IG
IR
LAN
- INTERMEDIATE CROSS-CONNECT
- INTERMEDIATE DISTRIBUTION FRAME
- ISOLATED GROUND
- INFRARED
- LOCAL AREA NETWORK
NIC
MDF
(N)
MAIN DISTRIBUTION FRAME-
NEW-
NOT IN CONTRACT-
NL NIGHT LIGHT-
NTS NOT TO SCALE-
OC
PA
ON CENTER-
PUBLIC ADDRESS-
REF REFRIGERATOR-
TVSS
TTB TELECOMMUNICATIONS TERMINAL BOARD-
TRANSIENT VOLTAGE SURGE SUPPRESSOR-
TVTB TELEVISION TERMINAL BOARD-
UG
UNO
W
V
UNDERGROUND-
UNLESS NOTED OTHERWISE-
VOLT-
WATT-
WP
XP
WAN
WLAN
WAP
WIDE AREA NETWORK-
WIRELESS ACCESS POINT-
WIRELESS LOCAL AREA NETWORK-
WEATHERPROOF-
EXPLOSIONPROOF-
+18"
DEVICE ABOVE FINISH FLOOR (VERIFY W/ ARCH ELEVS)
MOUNTING HEIGHT TO CENTERLINE OF-
C
NOTE:
ALL SYMBOLS SHOWN ON LEGEND ARE
NOT NECESSARILY USED.
NOTES :
LIGHT LINEWEIGHT INDICATES EXISTING.
HATCHED AREAS INDICATE DEMOLITION.
'CC' ADJACENT TO A DEVICE INDICATES
MOUNTING ABOVE COUNTERTOP.
-
-
-
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:38:06 AME0.0
ELECTRICAL
COVER SHEETST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOELECTRICAL SHEET INDEX
# TITLE
ISSUE LOG
50% DD - 10.11.16 100% DD - 11.14.16 50% CD - 12.20.16 PERMIT DRAWINGS - 01.12.17 100% CD - 02.15.2017E0.0 ELECTRICAL COVER SHEET √ √ √ √ √
E0.1 ELECTRICAL ONE-LINE DIAGRAM √ √ √ √ √
E0.2 ELECTRICAL SCHEDULES √ √ √ √ √
E2.0 SITE ELECTRICAL PLAN √ √
E2.1 BASEMENT LEVEL DEMOLITION ELECTRICAL PLAN √ √ √ √
E2.2 MAIN LEVEL DEMOLITION ELECTRICAL PLAN √ √ √ √
E2.3 SANCTUARY LEVEL DEMOLITION ELECTRICAL PLAN √ √ √ √
E2.4 BASEMENT LEVEL ELECTRICAL PLAN √ √ √ √ √
E2.5 MAIN LEVEL ELECTRICAL PLAN √ √ √ √ √
E2.6 SANCTUARY LEVEL ELECTRICAL PLAN √ √ √ √ √
E2.7 CHOIR LOFT & BELFRY LEVEL ELECTRICAL PLAN √ √ √ √ √
E3.2 MAIN LEVEL LIGHTING PLAN √ √ √ √ √
E3.3 SANCTUARY LEVEL LIGHTING PLAN √ √ √ √ √
E3.4 NARTHEX LIGHTING PLAN √ √ √ √ √
E4.1 ELECTRICAL DIAGRAMS √ √ √ √ √
GENERAL NOTES:
THESE DRAWINGS ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK (PROJECT MANUAL).
DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK.
VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO
MAKE HIS WORK MEET EXISTING CONDITIONS.
SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER – IN WRITING. WORK WHICH COULD RESULT IN AN ACCIDENTAL
OUTAGE (BEYOND BRANCH CIRCUITS) SHALL BE PERFORMED WITH THE OWNER’S MAINTENANCE PERSONNEL ADVISED OF SUCH WORK.
SERVICE SHALL BE MAINTAINED TO EXISTING AREAS DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE PORTABLE GENERATORS,
CABLES, OUTLETS, ETC. AS REQUIRED TO MAINTAIN CONTINUITY OF SERVICE. PLACEMENT OF SUCH PORTABLE EQUIPMENT SHALL BE SUBJECT
TO OWNER APPROVAL.
REVIEW ARCHITECTURAL, MECHANICAL AND OTHER DRAWINGS PRIOR TO BID.
WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES.
PROVIDE PERMITS AND INSPECTIONS REQUIRED.
CONTRACTOR’S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO
SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS.
VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING AND RACEWAY SYSTEMS PRIOR TO TRENCHING. PROVIDE
NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SERVICE FEEDERS (CONDUIT AND/OR WIRE), PULLBOXES, TRANSFORMER PADS,
SAWCUTTING AND PATCHING, CONCRETE/PAVING, ETC. REQUIRED. BACKFILL TRENCHES TO 90 PERCENT COMPACTION AND PATCH TO MATCH
EXISTING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. ELECTRICAL CONTRACTOR IS
TO SUBMIT A COMPLETE CONSTRUCTION DRAWING SET TO THE ELECTRICAL UTILITY COMPANY WITH-IN 10 DAYS OF AWARD OF CONTRACT.
COORDINATE TIMELINE OF THEIR REVIEW, APPROVAL, CONSTRUCTION SCHEDULING AND INSTALLATION OF THE UTILITY TRANSFORMER WITH
THE UTILITY COMPANY. NOTIFY OWNER OF ANY SCHEDULING CONFLICTS.
EXISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS FOR EXISTING BUILDINGS ARE TO BE NOTED “FOR GUIDANCE ONLY”. THE
ELECTRICAL CONTRACTOR TO FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING AND TO INCLUDE IN HIS BID AN ALLOWANCE FOR
REMOVAL AND/OR RELOCATION OF EXISTING CONDUITS, WIRES, DEVICES, FIXTURES, OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR
AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEM TO ALL OTHER WORK AS REQUIRED
PROVIDE ELECTRICAL DEMOLITION REQUIRED. REFER TO ARCHITECTURAL AND ELECTRICAL DEMOLITION DRAWINGS FOR LOCATION AND
EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK INVOLVED.
PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED CONDUIT, WIRE, CABLE, J-BOXES, RECEPTACLES, SWITCHES, LIGHTS,
FIRE ALARMS DEVICES, ETC. COMPLETE WITH ASSOCIATED CIRCUITING TO SOURCE. WHERE IT IS NOT FEASIBLE TO REMOVE THE ABOVE,
OUTLET SHALL BE ABANDONED, WIRE REMOVED, AND BLANK COVER PLATES PROVIDED.
ALL (E) EQUIPMENT, LAMPS, BALLASTS, ETC. BEING REMOVED SHALL BE DISCARDED IN ACCORDANCE WITH APPLICABLE EPA REQUIREMENTS.
EXISTING LIGHT FIXTURES, ELECTRICAL EQUIPMENT, ETC. BEING REMOVED SHALL BE RETURNED TO THE OWNER, EXCEPT FOR THOSE ITEMS
BEING RELOCATED.
VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN.
INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE
ARCHITECT/ENGINEER’S ATTENTION PRIOR TO INSTALLATION.
FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER’S APPROVED WIRING DIAGRAMS, DETAILS, AND
INSTRUCTIONS. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT
ACTUALLY SUPPLIED.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER
THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION.
ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY.
WIRING DEVICES SHALL BE SPECIFICATION GRADE AND RATED AT 20 AMPERES FOR LIGHT SWITCHES, AND 20 AMPERES FOR DUPLEX
RECEPTACLES. THE COLOR OF THE DEVICES AND COVER PLATES SHALL BE AS DIRECTED BY ARCHITECT.
ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. EMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL. CONNECTORS SHALL
BE INSULATED THROAT TYPE. MINIMUM CONDUIT SIZE IS 3/4”. FOLLOW NEC FOR MAXIMUM NUMBER OF CONDUCTORS PER CONDUIT. CONDUIT
SHALL BE OF SUFFICIENT SIZE AND CONDUCTOR QUANTITY SHALL BE LIMITED TO ELIMINATE THE NEED TO DE-RATE CONDUCTORS. METAL
CLAD CABLE IS PERMITTED.
ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A 200LB NYLON PULL STRING OR EQUAL, AND SHALL BE IDENTIFIED AT ALL JUNCTION, PULL AND
TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION, AND TERMINATION
POINTS OF EACH INDIVIDUAL CONDUIT FOR BRANCH CIRCUITS CONCEALED IN WALLS.
WIRE SHALL BE COPPER, 75 DEGREE CELSIUS RATED FOR GENERAL USE. WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL
BE COPPER, MINIMUM 90 DEGREE CELSIUS RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30 DEGREE CELSIUS AMBIENT.
CONDUCTOR AMPACITY SHALL BE DERATED FOR HIGHER AMBIENT INSTALLATIONS.
PROVIDE NEW UPDATED PANELBOARD DIRECTORIES FOR EXISTING AND NEW CIRCUITS BEING UTILIZED FOR COMPLETION OF PROJECT.
PANEL DIRECTORIES SHALL BE REMOVABLE. ROOM NAMES AND NUMBERS SHALL BE AS DIRECTED BY OWNER. DIRECTORIES SHALL BE TYPED
AND INSTALLED UNDER CLEAR PLASTIC COVERS. ELECTRICAL CONTRACTOR TO VERIFY EXISTING CIRCUITS TO REMAIN AND CLEARLY DEFINING
ON NEW PANEL DIRECTORY.
FINAL CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EQUIPMENT SHALL BE SEAL TITE FLEX AND APPROVED FITTINGS.
DO NOT SECURE CONDUITS, DISCONNECTS, OR DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT.
FIRE ALARM, SOUND, TELEPHONE, COMPUTER AND SIMILAR SYSTEMS CONDUITS LARGER THAN 1” SHALL HAVE LONG RADIUS SWEEPS (12
TIMES THE DIAMETER).
SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS
NECESSARY AT NO COST TO OWNER.
GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A
PERIOD OF ONE YEAR AFTER OWNER’S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER.
SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC.
SHALL BE CONNECTED AND OPERABLE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
ISSUE LOG KEY:
'√ ' ISSUED AS PART OF SET
' ' NOT PART OF SET
' * ' ISSUED FOR INFORMATION ONLY
ISSUE: DATE:
WIRING SCHEDULE - ALUMINUMAMPS(2WG) (3WG) (4WG)1Ø, 2 WIRE, GROUND 1Ø, 3 WIRE, GROUND OR 3Ø, 3 WIRE, GROUND 3Ø, 4 WIRE, GROUND100(2#1 & 1#6 G) 1 1/4"C (3#1 & 1#6 G) 1 1/2"C (4#1 & 1#6 G) 1 1/2"C200(2-250 KCMIL & 1#4 G) 2"C (3-250 KCMIL & 1#4 G) 2 1/2"C (4-250 KCMIL & 1#4 G) 3"C300(2-500 KCMIL & 1#2 G) 2 1/2"C (3-500 KCMIL & 1#2 G) 3"C (4-500 KCMIL & 1#2 G) 3 1/2"C8003[(2-400 KCMIL & 1#3/0 G) 2 1/2"C] 3[(3-400 KCMIL & 1#3/0 G) 3"C] 3[(4-400 KCMIL & 1#3/0 G) 3 1/2"C]CONDUCTOR SIZES ARE BASED ON 75° TERMINATIONS.CONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION).WIRING SCHEDULE - COPPERAMPS(2WG) (3WG) (4WG)1Ø, 2 WIRE, GROUND 1Ø, 3 WIRE, GROUND OR 3Ø, 3 WIRE, GROUND 3Ø, 4 WIRE, GROUND20(2#12 & 1#12 G) 3/4"C (3#12 & 1#12 G) 3/4"C (4#12 & 1#12 G) 3/4"C30(2#10 & 1#10 G) 3/4"C (3#10 & 1#10 G) 3/4"C (4#10 & 1#10 G) 3/4"C40(2#8 & 1#10 G) 3/4"C (3#8 & 1#10 G) 3/4"C (4#8 & 1#10 G) 1"C50(2#6 & 1#10 G) 3/4"C (3#6 & 1#10 G) 1"C (4#6 & 1#10 G) 1"C60(2#4 & 1#10 G) 1"C (3#4 & 1#10 G) 1"C (4#4 & 1#10 G) 1 1/4"C70(2#4 & 1#8 G) 1"C (3#4 & 1#8 G) 1 1/4"C (4#4 & 1#8 G) 1 1/4"C80(2#2 & 1#8 G) 1"C (3#2 & 1#8 G) 1 1/4"C (4#2 & 1#8 G) 1 1/2"C90(2#2 & 1#8 G) 1"C (3#2 & 1#8 G) 1 1/4"C (4#2 & 1#8 G) 1 1/2"C100(2#1 & 1#8 G) 1 1/4"C (3#1 & 1#8 G) 1 1/2"C (4#1 & 1#8 G) 1 1/2"C200(2#3/0 & 1#6 G) 1 1/2"C (3#3/0 & 1#6 G) 2"C (4#3/0 & 1#6 G) 2"CCONDUCTOR SIZES ARE BASED ON 60° TERMINATIONS LESS THAN 100A AND 75° TERMINATIONS GREATER THAN 100ACONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION).SERVICE WIRING SCHEDULEAMPSALUMINUM(4W)GROUNDING ELECTRODE CONDUCTOR3Ø, 4 WIRE W.P. M.F. C.E.C. G.RING G. ROD8003[(4-400 KCMIL) 3"C]#3/0 CU #3/0 CU #3/0 CU #3/0 CU #6 CUCONDUIT SIZES ARE BASED ON NEC TABLE 4 (RNC) AND TABLE 5 (THHN INSULATION).ABBREVIATIONS: W.P. - WATER PIPE; M.F. - METAL FRAME OR STRUCTURE; C.E.C. - CONCRETE ENCASED ELECTRODE;G.RING. - GROUND RING; G.ROD - GROUND ROD, PIPE OR PLATE ELECTRODEDISTRIBUTION PANEL:VOLTAGE:120/208V, 3PH, 4W(N)MDPMINIMUM BUS:800LOCATION:MAIN:ELEV LOBBY 001MLOMOUNTING:MINIMUM AIC:RECESSED22,000PANELS/RISERSMOTORS/EQUIPMENTPANELSUBTOTALDEMAND PANEL TOTALMARK:P0P1AM0 SPAREEL-1CH-1OCPD:100/3 CB 300/3 CB 300/3 CB 100/3 CB 200/3 CB 175/3 CBLIGHTING1200 1585595 0 0 17150125%21438RECEPTACLES3240 23040 1920 0 0 28200 NEC 220 19100LARGEST MOTOR0 166266009 41382 51817 5181725%12954MOTORS0 17634 32337 0 0 143170100%143170EQUIPMENT6428 1349614064 0 0 33988100%33988APPLIANCES0 12416 4992 0 0 17408 6 11315PANEL TOTAL (KVA):242.0GENERAL NOTES:1.PROVIDE LOCKABLE HANDLES ON CIRCUIT BREAKERS.PANEL TOTAL (A):6722.PANEL:(N)P0VOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:100LOCATION:ELEV LOBBY 001MAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:22,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 1200 L(E)BASEMENT LIGHTS120+20 1 R ELEV LOBBY 001 720 23 1664 E(E)ORGAN BLOWER220+20 1 R BASEMENT STORAGE 900 45 1664 E -- -- --+20 1 R BOILER ROOM 720 67 1500 E MEN 116 HAND DRYER 1 20+20 1 R EXTERIOR REC 360 89 100 E MEN 116 URINALS 1 20+20 1 R MEN 116/WOMEN 110 540 1011 1500 E WOMEN 110 HAND DRYER 1 20+20 1 SPARE 1213 SPARE 1 20+20 1 SPARE 1415 SPARE 1 20+20 1 SPARE 1617 SPARE 1 20+20 1 SPARE 1819 SPARE 1 20+SPACE 2021 SPACE+SPACE 2223 SPACE+SPACE 2425 SPACE+SPACE 2627 SPACE+SPACE 2829 SPACE+SPACE 30LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.ALL CIRCUITS WITH (E) ARE EXISTING TO REMAIN.(L) LIGHTING12001200125%1500B.(R) RECEPTACLES32403240NEC 2203240C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)00100%0E.(E) EQUIPMENT64286428100%6428SPECIFIC NOTES:(A) APPLIANCES0000(1)PANEL TOTAL (KVA):11.2(2)(3)PANEL TOTAL (A):54(4)(5)PANEL:(N)M0VOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:400LOCATION:BOILER ROOMMAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:10,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 2496 A(E)STOVE230+20 1 E(E)WASHER1920 23 2496 A -- -- --+60 2 E(E)DRYER4992 45 1920 R(E)PHONE REC120+-- -- E -- 4992 67 2003 LM AHU-1 3 30+30 2 M FC-1 1144 89 2003 LM -- -- --+-- -- M -- 1144 1011 2003 LM -- -- --+20 1 SPARE 1213 2003 M AHU-2 3 30+20 1 SPARE 1415 2003 M -- -- --+20 1 SPARE 1617 2003 M -- -- --+20 1 SPARE 1819 400 ECUH-1 (x4)120+25 1 M FC-7 1536 2021 200 ECUH-2 (x2)120+20 2 M FC-8 894 2223 200 ECUH-3 (x3)120+-- -- M -- 894 2425 450 ECUH-4 (x4)120+20 1 E B-1 180 2627 1144 M P-1 2 20+20 1 E B-1 180 2829 1144 M -- -- --+20 1 MEF-1 (x2)360 3031 1144 M P-1 2 20+20 1 M EF-2 144 3233 1144 M -- -- --+20 1 MGF-1 (x3)150 3435 221 M P-2 2 20+20 1 E MOTORIZED LOUVER 150 3637 221 M -- -- --+20 1 E BASEMENT DAMPERS 300 3839 221 M P-2 2 20+20 1 E MAIN LEVEL DAMPERS 100 4041 221 M -- -- --+20 1 L(E)TIME CLOCK95 4243 1656 M P-3 1 30+20 1 M EF-3 264 4445 75 M P-4 1 20+20 1 SPARE 4647 1176 M P-5 1 20+20 1 SPARE 4849 1030 M P-6 2 20+20 1 SPARE 5051 1030 M -- -- --+20 1 SPARE 5253 1030 M P-6 2 20+SPACE 5455 1030 M -- -- --+SPACE 5657 651 M P-7 2 20+SPACE 5859 651 M -- -- --+SPACE 6061 SPARE 1 20+SPACE 6263 SPARE 1 20+SPACE 6465 SPARE 1 20+SPACE 6667 SPARE 1 20+SPACE 6869 SPACE+SPACE 7071 SPACE+SPACE 72LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.ALL CIRCUITS WITH (E) ARE EXISTING TO REMAIN.(L) LIGHTING9595125%119B.(R) RECEPTACLES19201920NEC 220 1920 C.(LM) LARGEST MOTOR6009600925%1502D.(M) MOTORS (ALL)3233732337100%32337E.(E) EQUIPMENT1406414064100%14064SPECIFIC NOTES:(A) APPLIANCES4992499214992(1)PANEL TOTAL (KVA):54.9(2)(3)PANEL TOTAL (A):153(4)(5)PANEL:(N)P1AVOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:400LOCATION:HALL 117MAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:22,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 1664 A(E)KITCHEN DISPOSAL220+20 1 L(E)LTG MEETING R 101120 23 1664 A -- -- --+20 1 L(E)LTG MEETING R 102120 45 1440 L(E)KITCHEN LIGHTS120+20 1 L(E)LTG MEETING R 103120 67 1920 R(E)PASS WINDOW REC120+20 1 L(E)LTG MEETING R 104120 89 1920 R(E)PASS WINDOW REC120+20 1 L(E)LTG MEETING R 105120 1011 1664 A(E)KITCHEN STEAM TABLE220+20 1 L(E)LTG MEETING R 106120 1213 1664 A -- -- --+20 1 L(E)LTG MEETING R 107120 1415 1920 A(E)KITCHEN COFFEE120+20 1 E(E)MEETING ROOM FANS540 1617 1920 A(E)ANSUL & OVEN120+20 1 E(E)MAG DOOR HOLDER500 1819 1920 E(E)KITCHEN REC120+20 1 L HALLWAY 111 265 2021 1920 E(E)KITCHEN UC REF120+20 1 L MAIN LEVEL OFFICE 1585 2223 1920 E(E)FREEZER120+20 1 L MAIN LEVEL ENTRY 1810 2425 1920 E(E)REFRIGERATOR120+20 1 L SANCTUARY ENTRY 1055 2627 1920 A(E)DISHWASHER120+20 1 L VESTING 208/ALTER 209 642 2829 1920 E(E)KITCHEN ICE120+20 1 L SANCTUARY/NAVE 1800 3031 1008 M(E)MUA UNIT120+20 1 L SANCTUARY/NAVE 1800 3233 1200 L SANCT. TRACK LTG 1 20+20 1 L SANCTUARY/NAVE 1000 3435 1200 L SANCT. TRACK LTG 1 20+20 1 L SANCTUARY/NAVE 1218 3637 5542 LM(E)KITCHEN HOOD FAN3100+100 3 E(E)PANEL 'P1B'3839 5542 LM -- -- --+-- -- E -- 4041 5542 LM -- -- --+-- -- E -- 42LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.ALL CIRCUITS WITH (E) ARE EXISTING TO REMAIN.(L) LIGHTING15855 015855125%19819B.(R) RECEPTACLES3840 1920023040NEC 220 16520 C.(LM) LARGEST MOTOR16626 01662625%4157D.(M) MOTORS (ALL)17634 017634100%17634E.(E) EQUIPMENT10640 285613496100%13496SPECIFIC NOTES:(A) APPLIANCES12416 0124165 8691(1)PANEL TOTAL (KVA):80.3(2)(3)PANEL TOTAL (A):223(4)(5)PANEL:(N)P1BVOLTAGE:120/208V, 3PH, 4WMINIMUM BUS:100LOCATION:HALL 117MAIN:MLOMOUNTING:RECESSEDMINIMUM AIC:10,000NO.LOADTYPE LOAD DESCRIPTIONBREAKERBUSBREAKERTYPE LOAD DESCRIPTIONLOADNO.ABCPOLETRIP A BCTRIPPOLEABC1 540 R STORAGE 121 1 20+20 1 R HALLWAY 111 540 23 540 R ENTRY 100 COFFE BAR 1 20+20 1 R OFFICE 119 900 45 900 R STORAGE 122 1 20+20 1 R OFFICE 114 900 67 1080 R MEETING R 1/2 1 20+20 1 R OFFICE 113 900 89 1080 R MEETING R 3/4/5 1 20+20 1 R HALL 115/117/118 1080 1011 1260 R MEETING R 6/7 1 20+20 1 R CONF RM 112 900 1213 1000 R COPIER REC. 1 20+20 1 R MEETING RM PROJ. 540 1415 720 R WEST NAVE 1 20+20 1 R ALTER SERVER 209 900 1617 900 R EAST NAVE 1 20+20 1 R VESTING 208 540 1819 720 R SANCTUARY 207 1 20+20 1 R CHOIR LOFT/ORGAN 720 2021 1296 E SANCT. SPEAKERS 1 20+20 1 R BELFRY REC 180 2223 1200 E SANCT. SUBWOOFER 1 20+20 1 R COFFEE BAR UC REF 1000 2425 360 E CHOIR LOFT PROJ. 1 20+20 1 R VESTING 208 REF 1000 2627 360 R ALTER SERVER 209 AV 1 20+20 1 SPARE 2829 SPARE 1 20+20 1 SPARE 3031 SPARE 1 20+20 1 SPARE 3233 SPARE 1 20+20 1 SPARE 3435 SPARE 1 20+20 1 SPARE 3637 SPARE 1 20+20 1 SPARE 3839 SPARE 1 20+20 1 SPARE 4041 SPARE 1 20+20 1 SPARE 42LOAD TYPE PANEL TOTALFEED THRUTOTALSUBFEEDTOTALFEEDERSUBTOTALDEMAND FEEDER TOTALGENERAL NOTES:A.(L) LIGHTING00125%0B.(R) RECEPTACLES1920019200NEC 220 14600 C.(LM) LARGEST MOTOR0025%0D.(M) MOTORS (ALL)00100%0E.(E) EQUIPMENT28562856100%2856SPECIFIC NOTES:(A) APPLIANCES0000(1)PANEL TOTAL (KVA):17.5(2)(3)PANEL TOTAL (A):48(4)(5)SHORT CIRCUIT / VOLTAGE DROP CALCULATION SUMMARYPOINTTAGVOLTAGE /PHASELENGTH(FT)COPPER /ALUMINUMCONDUITWIRESIZE# OFSETSFEEDERVOLTAGEDROP (%)TOTALVOLTAGEDROP (%)IscAVAILABLEUPSTREAMIsc (FAULT)F1DISCONNECT208V, 3Ø10AN400 30.1% 0.1%59,600 54,709F2 MDP208V, 3Ø65AN400 30.7% 0.8%17,471 14,928F3 M0208V, 3Ø75AS50010.4% 1.2%14,928 9,971F4P0208V, 3Ø10AS110.1% 0.9%14,928 11,777F5P1A208V, 3Ø50AS50010.4% 1.2%14,928 11,212F6P1B208V, 3Ø10AS110.1% 1.3%11,212 9,336** FOR DESIGN PURPOSES, A 300KVA UTILITY TRANSFORMER WITH A MAXIMUM AVAILABLE (SYMMETRICAL) FAULT AT THE SECONDARY OF 59,600 AMPSHAS BEEN ASSUMED. ACTUAL TRANSFORMER AND FAULT CURRENT INFORMATION SHALL BE PROVIDED TO THE ELECTRICAL ENGINEER, PRIOR TOPURCHASING ANY ELECTRICAL EQUIPMENT, TO ALLOW VERIFICATION OF THESE CALCULATIONS. SHORT CIRCUIT CALCULATIONS ARE FURNISHED FORALL FAULT LEVELS ABOVE 10,000 AMPS @ 208 VOLT. ANY FAULT CURRENT BELOW THIS LEVEL IS CONSIDERED SAFE FOR THE ELECTRICAL SYSTEM TOCLEAR OR EQUIPMENT IS BUILT TO WITHSTAND THIS LEVEL OF FAULT SAFELY.T200/3300/3200/3100/3300/3(N) MDP800A MLO208Y/120V, 3P, 4WMNG20 L.F. OF #3/0 CU ENCASEDIN MIN. 2" OF CONCRETE.I.A.W. N.E.C. 205-52(C)WATER SERVICE I.A.W.N.E.C. 250-52(A)BUILDING STEEL I.A.W.N.E.C. 250-52(B)GROUNDING ELECTRODECONDUCTORS SIZED PERSERVICE WIRING SCHEDULE.SPACEPANEL'P1A'(N)PANEL'M0'(N)PANEL'P0'(N)300A(4WG)AL300A(4WG)ALSPACE100/3200A(3WG)CU800A(4WG)AL800A, 208V/3 FUSED SERVICEDISCONNECT SWITCH WITHUTILITY METERING AND NEMA3R ENCLOSURE800A(4W)ALBASEMENTMAIN LEVELPANEL'P1B'(N)100A(4WG)ALSPARECH1EL1100A(4WG)ALSPDF1F2F3F4F5F6BUSSMANN KRP-C_SP800A FUSE(E)RECONNECT EXISTINGFEEDER TO NEW CIRCUITBREAKERALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 4:02:40 PME0.1ELECTRICALONE-LINEDIAGRAMST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: NONE1ELECTRICAL ONE-LINE DIAGRAM33
LUMINAIRE SCHEDULETYPE DESCRIPTION MOUNTINGRECESSDEPTHLAMPSINPUT WATTS VOLT MANUFACTURER CATALOG NUMBERSPECIFICNOTESQTY TYPEDP1 DECORATIVE CUSTOM LED PENDANT IN SANCTUARY PENDANT -LED AS SUPPLIED,3000KALLOW 100WATTS120 RAMBUSCHCUSTOM FIXTURE WITH A MINIMUM OF6000 LUMEN OUTPUT5DP2EXISTING PENDANT FROM SANCTUARY, REFURBISHEDAND RELOCATED TO STAIRPENDANT - 6ARCHIPELAGOCA10 3.5W LAMP360 120 - -DP3 DECORATIVE PENDANT IN MEETING ROOMS PENDANT -LED AS SUPPLIED,3000K60 120SCOTTARCHITECTURALLIGHTING24" S2355-L60-30K-PC (BRONZEMETALLIC)-LF06-OA24"DP4 DECORATIVE PENDANT IN OFFICE CEILING - 3 CREE 16.5W A19 60 120 HINKLEY SUSSEX 4791EZ 6DS1 DECORATIVE SURFACE MOUNT IN VESTING CEILING - 3 CREE 16.5W A19 225 120 HINKLEY SUSSEX 4791EZDW1 DECORATIVE WALL SCONCE IN RESTROOMS WALL -LED AS SUPPLIED,3000K13.5 120 ELK 66170-1-LED OILED BRONZEDW2DECORATIVE CUSTOM WALL SCONCE IN NARTHEXCOMPLIMENTARY TO PENDANT IN SANCTUARY, ADACOMPLIANTWALL -LED AS SUPPLIED,3000K8 120 RAMBUSCHCUSTOM FIXTURE WITH MINIMUM OF800 LUMEN OUTPUT5(E)EXISTING FIXTURE TO REMAINE1EXTERIOR DUAL HEAD ADJUSTABLE LED BULLET LIGHTWITH INTEGRAL TRANSFORMERSURFACE -LED AS SUPPLIED,3000K14 120/12 BK LIGHTINGDS-LED-E66-MFL-A9-BZP-A-360SLBC5-BZP MB3-BZP TRSS-75-120E2WALL MOUNTED EXTERIOR LED DOWNLIGHT WITHEMERGENCY BATTERY BACKUPWALL -LED AS SUPPLIED,4000K17 120 DUAL-LITE PGN-ZE3EXTERIOR DECORATIVE LED WALL SCONCE WITHREMOTE EMERGENCY BATTERY BACK UPWALL -LED AS SUPPLIED,2700K15 120 HINKLEY PULLMAN 2210OZ-LED 4R1RECESSED 6" APERTURE LED WALL WASHER, 2000LUMENSRECESSED 7 9/16"LED AS SUPPLIED,3000K23.2 120 GOTHAM LIGHTING EVO-WW-30/20-6AR-LD-MVOLTR2 RECESSED 6" APERTURE LED DOWNLIGHT, 2000 LUMENS RECESSED 7 9/16"LED AS SUPPLIED,3000K23.2 120 GOTHAM LIGHTING EVO-30/20-6AR-WD-LD-MVOLTR2ERECESSED 6" APERTURE LED DOWNLIGHT, 2000 LUMENSWITH EMERGENCY BATTERY BACKUPRECESSED 7 9/16"LED AS SUPPLIED,3000K23.2 120 GOTHAM LIGHTING EVO-30/20-6AR-WD-LD-MVOLT-ELR3 RECESSED 2" APERTURE LED DOWNLIGHT, 1000 LUMENS RECESSED 7 1/4"LED AS SUPPLIED,3000K13 120 GOTHAM LIGHTINGICO-30/10-2AR-LED-50D-MVOLT-UGZ-NCHR4SEMI-RECESSED ADJUSTABLE LED DOWNLIGHT WITHFINISH TO MATCH BEAMRECESSED 5" 1SORAA MR16 9WSM16-09-25D- 930-0335 120CONTRASTLIGHTINGT7124-05 IT7000E PROVIDE UL LABELFOR 35W MAX WATTAGER4WSEMI-RECESSED ADJUSTABLE LED DOWNLIGHT WITHWHITE FINISHRECESSED 5" 1SORAA MR16 9WSM16-09-25D- 930-0335 120CONTRASTLIGHTINGT7124-05 IT7000E PROVIDE UL LABELFOR 35W MAX WATTAGE WHITE FINISHR5 RECESSED LED PUCK LIGHT IN MILLWORK/NICHERECESSED 0.73"LED AS SUPPLIED,3000K1 12 EDGE LIGHTING DOT-RD-1W-30D-30K-BZ TE-60L-12 1R6RECESSED ADJUSTABLE LED DOWNLIGHT, 2200 LUMENSWITH IC HOUSINGRECESSED 7 3/16"LED AS SUPPLIED,3000K25 120 WAC LIGHTING R4RAT-F-930-HZ R4RNT-25R6RRECESSED REMODELER ADJUSTABLE LED DOWNLIGHTWITH 2200 LUMENSRECESSED 7 3/16"LED AS SUPPLIED,3000K25 120 WAC LIGHTING R4RAT-F-930-HZ R4BRT-25R7 RECESSED 2 3/8" LED ADJUSTABLE LED DOWNLIGHT RECESSED 3 1/4"LED AS SUPPLIED,3000K5 12 JUNO LIGHTING MG1LG2-930-FL-SN TL602E-60-WH 1S112'" LONG LED GRAZING FIXTURE MOUNTED IN BASE OFSCULPTURE STANDSURFACE -LED AS SUPPLIED,3000K5.2 24 LUMINIIKENDO M GRAZE-12"-30K- HO-11-A-WHLTEA4U1UKL-CV2401S2 4' LONG LENSED LED SURFACE -LED AS SUPPLIED,3000K42 120 LITHONIAZL1N-L48-5000LM-FST-MVOLT-30K-80CRI-WHS3SURFACE MOUNTED LINEAR LED TAPE LIGHT WITHMINIMUM CRI OF 98SURFACE -LED AS SUPPLIED,3000K2.5 W/FT 24 LUMINII LL30-3OK HST PSD-96-24 1S4 SURFACE MOUNTED LINEAR UNDER CABINET LIGHT SURFACE -LED AS SUPPLIED,3000K8 W/FT 120 WAC LIGHTINGLEDME PRO AC-LED SERIESBA-ACLED-*-930-BZ2T1SURFACE MOUNTED LINE VOLTAGE TRACK WITH TWOCIRCUIT WITH TWO NEUTRALSSURFACE -LED AS SUPPLIED,3000K17 W/2FT 120 TIMES SQUAREAXT13-98-30-B-120-*-TA1/TE2 -LEE-SERIES TRACK3W1 2' LONG WALL MOUNTED LENSED LED SURFACE -LED AS SUPPLIED,3000K22 120 LITHONIAZL1N-L24-2500LM-FST-MVOLT-30K-80CRI-WHW2 SMALL LED WALL SCONCE IN CONFESSIONAL WALL -LED AS SUPPLIED,AMBER16 120 HINKLEY AVENUE 61222OZW3CONFESSIONAL INDICATOR LIGHT WITH RED AND GREENMARKER ON SEPARATE SWITCHRECESSED 2.5" LED AS SUPPLIED 8 120 WINONAMARKER06-RECT-CPTN-INT-2/LSR1-RED-GRN-MVOLT-RG1-*-MOD DUALCIRCUITX1TRADITIONAL STYLE, CEILING MOUNTED, LED EXIT SIGNWITH RED LETTERING, SANDBLASTED FACE, ANDEMERGENCY BATTERY BACKUPCEILING - LED AS SUPPLIED 1 120 COLE KCL-612-RED-120-EMX1WTRADITIONAL STYLE, WALL MOUNTED, LED EXIT SIGNWITH RED LETTERING, SANDBLASTED FACE, ANDEMERGENCY BATTERY BACKUPWALL - LED AS SUPPLIED 1 120 COLE KWL-612-RED-120-AR-EMX2CONCEALED EMERGENCY EGRESS LIGHT WITHBATTERY BACK UPRECESSED 3 5/8" 2 LED AS SUPPLIED 10 120 CONCEALITE F5000-LED30-90-SD-NCX3THERMOPLASTIC LED EXIT SIGN WITH RED LETTERING,EGRESS LIGHTS, AND BATTERY BACKUPWALL - LED AS SUPPLIED 5 120 EVENLITE TCXCOM-R-U-WX4EXTERIOR LED EGRESS LIGHT WITH BATTERY BACK UPAND HEATERWALL - LED AS SUPPLIED 15.2 120 DUAL-LITE PG-Z-HTRGENERAL NOTES:A.THE LUMINAIRE SCHEDULE CAN NOT BE USED INDEPENDENTLY OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN LUMINAIRE COSTS. THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL NOT QUOTEPRICING WITHOUT FIRST SEEING APPLICABLE ELECTRICAL DRAWINGS AND ELECTRICAL DIVISION SPECIFICATIONS. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWINGS ANDSPECIFICATIONS TO THE INDIVIDUAL QUOTING LUMINAIRE PRICING.B.REFER TO DRAWINGS FOR FIXTURES REQUIRING EMERGENCY BATTERY BACKUP OPTION (SHOWN BY HATCH IN/OVER SYMBOL). MINIMUM LIGHT OUTPUT FOR EM BALLAST SHALL BE 600 LUMENS.C. ALL FLUORESCENT LAMPS ARE TO BE 3000° KELVIN COLOR TEMPERATURESPECIFIC NOTES:(1)REMOTE DRIVER REQUIRED.(2)PROVIDE DIFFERENT LENGTHS MOUNTED END TO END TO PROVIDE LENGTHS SHOWN ON PLANS.(3)PROVIDE A 20 AND 40 DEGREE REFLECTOR FOR EACH TRACK HEAD.(4)PROVIDE REMOTE INVERTER FOR EGRESS LIGHTING, BODINE ELI-S-20. LOCATE IN CLOSEST STORAGE UNDER STAIRS.(5)APPROVED ALTERNATE BIDDER: ST. LOUIS LIGHTING.(6)PROVIDE FACTORY INSTALLED LABEL INDICATING MAX WATTAGE PER SOCKET IS 20 WATTS.MECHANICAL EQUIPMENT SCHEDULEMARK DESCRIPTIONVOLT /PHASEHP WATTS FLA MCA MOCPDISCONNECT/FUSE SIZEFEEDER SPECIFIC NOTESAHU-1 AIR HANDLING UNIT 208/3 5 6009 15.7 19.6 30A3P 30A, 3P, NF30A(4WG)CUM0-7,9,11AHU-2 AIR HANDLING UNIT 208/3 5 6009 15.7 19.6 30A3P 30A, 3P, NF30A(4WG)CUM0-13,15,17CH-1 CHILLER 208/3 - 51817 - 144.0 200A3P 200A, 3P, NF200A(3WG)CUMDPFC-1 FAN COIL UNIT 208/1 1 1/2 2288 11.0 13.8 30A1P 30A, 2P, NF30A(2WG)CUM0-8,10FC-7 FAN COIL UNIT 120/1 1 1536 12.8 16.0 25A1P1P MOTORRATED SWITCH30A(2WG)CUM0-20FC-8 FAN COIL UNIT 208/1(2)1/21788 8.6 10.8 20A2P 30A, 2P, NF20A(2WG)CUM0-22,24CUH-1 CABINET UNIT HEATER 120/1 - 100 0.8 1.0 20A1P INTEGRAL20A(2WG)CUM0-19CUH-2 CABINET UNIT HEATER 120/1 - 100 0.8 1.0 20A1P INTEGRAL20A(2WG)CUM0-21CUH-3 CABINET UNIT HEATER 120/1 - 66.8 0.6 0.7 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-23CUH-4 CABINET UNIT HEATER 120/1 - 50 0.4 0.5 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-25B-1 BOILER 120/1 - 180 1.5 1.9 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-26 M0-28P-1 BOILER INJECTION PUMP 208/1 1 1/2 2288 11.0 13.8 20A2P 30A, 2P, NF20A(2WG)CUM0-27,29 M0-31,33P-2 HWS/R CIRC PUMP 208/1 - 442 2.1 2.7 20A2P 30A, 2P, NF20A(2WG)CUM0-35,37 M0-39,41P-3 WATER HEATER CIRC PUMP 120/1 3/4 1656 13.8 17.3 30A1P1P MOTORRATED SWITCH30A(2WG)CUM0-43P-4 DHW RE-CIRC PUMP 120/1 1/25 72 0.6 0.8 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-45P-5 SMS/R CIRC PUMP 120/1 1/2 1176 9.8 12.3 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-47P-6 CHS/R PUMP 208/1 1 1/4 2059 9.9 12.4 20A2P 30A, 2P, NF20A(2WG)CUM0-49,51 M0-53,55P-7 CHILLED WATER PUMP 208/1 - 1301 6.3 7.8 20A2P 30A, 2P, NF20A(2WG)CUM0-57,59EF-1 EXHAUST FAN 120/1 - 180 1.5 1.9 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-30EF-2 EXHAUST FAN 120/1 - 144 1.2 1.5 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-32EF-3 EXHAUST FAN 120/1 - 264 2.2 2.8 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-44GF-1 GLYCOL FEEDER 120/1 - 50 0.4 0.5 20A1P1P MOTORRATED SWITCH20A(2WG)CUM0-34GENERAL NOTES:A. SEE SPECIFICATIONS FOR ELECTRICAL DIVISION AND MECHANICAL DIVISION MOTOR STARTER COORDINATION.B. PROVIDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABOVE 7-1/2 HP.C. PROVIDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING.D.WHEN EQUIPMENT IS LISTED WITH ONLY A HORSEPOWER RATING THE DISCONNECT AND FEEDER ARE SIZED PER THE N.E.C.SPECIFIC NOTES:(1)(2)(3)(4)ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:26 PME0.2ELECTRICALSCHEDULESST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADO33333
CH
1 T
M
ELECTRICAL METER
CT CABINET
ELECTRICAL SERVICE
DISCONNECT
TO 'MDP' LOCATED
IN BASEMENT
REFER TO ELECTRICAL ONE-LINE
DIAGRAME ON SHEET E0.1 FOR
FEEDER INFORMATION.
WP
P0-8
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:38:13 AME2.0
SITE ELECTRICAL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 1/8" = 1'-0"
SITE ELECTRICAL PLAN
ISSUE: DATE:
A
C
E
B
D
1 2 3 4 5 6 7 8 9
1 ELEV EQUIP
002
STORAGESTORAGE
BOILER
ROOM
CRAWL
SPACE
CRAWL
SPACE
CRAWL
SPACE
ELEV LOBBY
001
2
+48"
+36"
+48"
+60"
(E) 200A ELEV
DISCONNECT
(E)
(E)
(E)WASHER
(E)
(E)
(E)
(E)
(E)DRYER
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:38:17 AME2.1
BASEMENT
LEVEL
DEMOLITION
ELECTRICAL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES:
1
SCALE: 3/16" = 1'-0"
BASEMENT LEVEL DEMOLITION ELECTRICAL
PLAN
ALL DEVICES AND LIGHTING ON WALLS
AND CEILINGS SHOWN FOR DEMOLITION
SHALL BE DEMOLISHED. REFER TO
ARCHITECTURAL DRAWINGS FOR
FURTHER INTERIOR DEMOLITION SCOPE.
ELECTRICAL CONTRACTOR SHALL
REMOVE ALL DEMOLISHED ITEMS FROM
SITE UNLESS OWNER WISHES TO RETAIN.
ITEMS REMOVED FROM SITE SHALL BE
DISPOSED OF IN A LEGAL MANNER.
FIELD VERIFY ALL COMPONENTS PRIOR
TO DEMOLITION. THE INFORMATION ON
THIS SHEET WAS OBTAINED, IN PART,
FROM HISTORIC DESIGN DRAWINGS.
ONLY PORTIONS OF THE SYSTEMS WERE
ACCESSIBLE FOR VISUAL CONFIRMATION
DURING DESIGN PROCESS.
FOR ALL ITEMS TO BE DEMOLISHED,
REMOVE CIRCUIT BACK TO POINT OF
CONNECTION. MAKE BRANCH CIRCUIT
WITH REMAINING DEVICES CONTINUOUS.
NOTIFY ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES OF INFORMATION
REPRESENTED IN THE DOCUMENTS
VERSUS WHAT IS FOUND IN THE FIELD.
ALL DEVICES/EQUIPMENT DENOTED WITH
(E) ARE EXISTING TO REMAIN.
1.
2.
3.
4.
5.
6.
DEMOLITION NOTES:
EXISTING MAIN DISTRIBUTION PANEL
AND SUB-PANEL SHALL BE
DEMOLISHED. REFER TO ONE-LINE
DIAGRAM ON SHEET E0.1 FOR NEW
DISTRIBUTION.
EXISTING BOILER ROOM PANEL SHALL
BE DEMOLISHED. REFER TO ONE-LINE
DIAGRAM ON SHEET E0.1 FOR NEW
DISTRIBUTION.
2
ISSUE: DATE:
TVTVTVTVJ TVA
C
E
B
D
1 2 3 4 5 6 7 8 9
1
ENTRY
100
MEETING RM
102
MEETING RM
103
MEETING RM
104
MEETING RM
105
HALLWAY
111
VEST.
120
MEETING RM
101
STOR
122
MEETING RM
107
2
30A CONDENSING
UNIT DISCONNECT
C
C
C
C
HAND
DRYER
C
C C
C
(E)WP
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)(E)
(E)
(E)
(E)
KITCHEN
109
MEETING RM
106
STOR
121
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:38:25 AME2.2
MAIN LEVEL
DEMOLITION
ELECTRICAL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES:
1
SCALE: 3/16" = 1'-0"
MAIN LEVEL DEMOLITION ELECTRICAL PLAN
ALL EXISTING KITCHEN EQUIPMENT TO
REMAIN. RECONNECT EXISTING
CIRCUITS TO NEW PANEL 'P1A' PER
PANEL SCHEDULE.
EXISTING MAIN LEVEL BRANCH PANELS
SHALL BE DEMOLISHED. REFER TO
ONE-LINE DIAGRAM ON SHEET E0.1
FOR NEW DISTRIBUTION.
2
ALL DEVICES AND LIGHTING ON WALLS
AND CEILINGS SHOWN FOR DEMOLITION
SHALL BE DEMOLISHED. REFER TO
ARCHITECTURAL DRAWINGS FOR
FURTHER INTERIOR DEMOLITION SCOPE.
ELECTRICAL CONTRACTOR SHALL
REMOVE ALL DEMOLISHED ITEMS FROM
SITE UNLESS OWNER WISHES TO RETAIN.
ITEMS REMOVED FROM SITE SHALL BE
DISPOSED OF IN A LEGAL MANNER.
FIELD VERIFY ALL COMPONENTS PRIOR
TO DEMOLITION. THE INFORMATION ON
THIS SHEET WAS OBTAINED, IN PART,
FROM HISTORIC DESIGN DRAWINGS.
ONLY PORTIONS OF THE SYSTEMS WERE
ACCESSIBLE FOR VISUAL CONFIRMATION
DURING DESIGN PROCESS.
FOR ALL ITEMS TO BE DEMOLISHED,
REMOVE CIRCUIT BACK TO POINT OF
CONNECTION. MAKE BRANCH CIRCUIT
WITH REMAINING DEVICES CONTINUOUS.
NOTIFY ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES OF INFORMATION
REPRESENTED IN THE DOCUMENTS
VERSUS WHAT IS FOUND IN THE FIELD.
ALL DEVICES/EQUIPMENT DENOTED WITH
(E) ARE EXISTING TO REMAIN.
1.
2.
3.
4.
5.
6.
DEMOLITION NOTES:
ISSUE: DATE:
A
C
E
B
D
1 2 3 4 5 6 7 8 9
STAIR
201
STOR
202
STAIR
203
NARTHEX
204
VEST
205
NAVE
206
SANCTUARY
207
VESTING /
SACRISTY
208
ALTAR
SERVER
VESTING
209
1
(E)(E)
(E)
(E)(E)(E)
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:38:30 AME2.3
SANCTUARY
LEVEL
DEMOLITION
ELECTRICAL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
SANCTUARY LEVEL DEMOLITION ELECTRICAL
PLAN
ALL DEVICES AND LIGHTING ON WALLS
AND CEILINGS SHOWN FOR DEMOLITION
SHALL BE DEMOLISHED. REFER TO
ARCHITECTURAL DRAWINGS FOR
FURTHER INTERIOR DEMOLITION SCOPE.
ELECTRICAL CONTRACTOR SHALL
REMOVE ALL DEMOLISHED ITEMS FROM
SITE UNLESS OWNER WISHES TO RETAIN.
ITEMS REMOVED FROM SITE SHALL BE
DISPOSED OF IN A LEGAL MANNER.
FIELD VERIFY ALL COMPONENTS PRIOR
TO DEMOLITION. THE INFORMATION ON
THIS SHEET WAS OBTAINED, IN PART,
FROM HISTORIC DESIGN DRAWINGS.
ONLY PORTIONS OF THE SYSTEMS WERE
ACCESSIBLE FOR VISUAL CONFIRMATION
DURING DESIGN PROCESS.
FOR ALL ITEMS TO BE DEMOLISHED,
REMOVE CIRCUIT BACK TO POINT OF
CONNECTION. MAKE BRANCH CIRCUIT
WITH REMAINING DEVICES CONTINUOUS.
NOTIFY ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES OF INFORMATION
REPRESENTED IN THE DOCUMENTS
VERSUS WHAT IS FOUND IN THE FIELD.
ALL DEVICES/EQUIPMENT DENOTED WITH
(E) ARE EXISTING TO REMAIN.
1.
2.
3.
4.
5.
6.
DEMOLITION NOTES:
DEMOLISH EXISTING SWITCHES AND
CIRCUIT BREAKERS IN THIS LOCATION.
FLAG NOTES:
1
ISSUE: DATE:
JJJJJJJACEBD123456789ELEV EQUIP002STORAGESTORAGEBOILERROOMCRAWLSPACECRAWLSPACECRAWLSPACEELEV LOBBY001+48"+48"+48"+48"+48"'MDP'+48"1123B1B1+48"(E)(E)(E)(E)(E)DRYER(E)WASHER'M0''P0'M0-2M0-2M0-5M0-5M0-4,6M0-4,6P0-2P0-2P0-2P0-2P0-2P0-2P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-4P0-6P0-6P0-6P0-6P0-6P0-6P0-6P0-6P0-2P0-2(E)(E)FC1111113333333ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:28 PME2.4BASEMENTLEVELELECTRICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES:1PROVIDE 20A, 120V CIRCUIT FORMOTORIZED DAMPERS.EXISTING ELEVATOR TO REMAIN.RECONNECT EXISTING FEEDER TONEW PANEL 'MDP' PER ONE-LINEDIAGRAM ON SHEET E0.1.PROVIDE ELECTRICAL CONNECTIONSTO (2) P-1, (2) P-2, (1) P-3, (1) P-4, (1) P-5,(2) P-6, (1) P-7, AND (3) GF-1 PUMPS INTHIS AREA. COORDINATE WITHMECHANICAL CONTRACTOR.23SCALE: 3/16" = 1'-0"BASEMENT LEVEL ELECTRICAL PLANALL MOTORIZED DAMPERS THIS SHEETSHALL BE CIRCUITED TO M0-38.1.POWER NOTES:
TVJJJJJTVTVJJHHHHHJACEBD123456789KITCHEN109ENTRY100MEETING RM102MEETING RM103MEETING RM104MEETING RM105HALLWAY111WOMEN110OFFICE113MEN116HALL115OFFICE114OFFICE119HALL117RECEPT118VEST.120MEETING RM101OFFICE122MEETING RM107CONF RM112CCCCCCC'P1A'+42"+42"'P1B'COPIER1222EF1EF1FC7FC833CUH3CUH3+42"CUH4CUH4CUH4CUH2CUH2CUH4CUH4CUH4CUH4CUH1CUH3CUH4CUH144455(E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)WP(E)(E)(E)(E)(E)P0-8P0-8STOR121P1B-1P1B-1P1B-1P1B-1P1B-1P1B-1P1B-3P1B-3P1B-3P1B-3P1B-3P1B-3P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-5P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-7P1B-9P1B-9 P1B-9P1B-9P1B-9P1B-9 P1B-9P1B-9 P1B-9P1B-9P1B-9P1B-9P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-11P1B-2P1B-2P1B-2P1B-2P1B-2P1B-2P1B-4P1B-4P1B-4P1B-4P1B-4P1B-4P1B-4P1B-4P1B-6P1B-6P1B-6P1B-6P1B-6P1B-6P1B-6P1B-6P1B-8P1B-8P1B-8P1B-8P1B-8P1B-8P1B-8P1B-8P1B-10P1B-10P1B-10P1B-10 P1B-10P1B-10P1B-10P1B-10P1B-10P1B-10P1B-10P1B-10P1B-13P1B-13P0-10P0-10P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P1B-12P0-10P0-10P0-10P0-10P0-7P0-7P0-9P0-9 P0-9P0-9P0-11P0-11P1B-14P1B-14P1B-14P1B-14P1B-14P1B-14REFP1B-24P1B-24MEETING RM10643CUH43ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:32 PME2.5MAIN LEVELELECTRICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL POWER PLANFLAG NOTES:1RECONNECT EXISTING KITCHENCIRCUITS TO PANEL 'P1A'. REFER TOPANEL SCHEDULE ON SHEET E0.1.PROVIDE CEILING MOUNTED DUPLEXRECEPTACLE FOR PROJECTOR.PROVIDE 20A, 120V CIRCUIT FOR HANDDRYER.PROVIDE 120V POWER CONNECTIONTO MOTORIZED DAMPER. COORDINATEEXACT LOCATION WITH MECHANICALCONTRACTOR PRIOR TO ROUGH-IN.PROVIDE 20A, 120V CIRCUIT FORURINAL.2345ALL MOTORIZED DAMPERS THIS SHEETSHALL BE CIRCUITED TO M0-40.PROVIDE FIRE ALARM SYSTEM TOCOMPLY WITH NATIONAL, STATE, ANDLOCAL CODES. SYSTEM SHALL BEDESIGN/BUILD BY CONTRACTOR ANDCONTRACTOR SHALL OBTAIN LICENSEDENGINEER OF RECORD FOR SYSTEM.FIRE ALARM DEVICES SHOWN ON PLANARE FOR DESIGN INTENT. FINAL DESIGNRESPONSIBILITY BY DESIGN/BUILDCONTRACTOR.1.2.POWER NOTES:
ACEBD123456789STAIR201STOR202STAIR203NARTHEX204VEST205NAVE206SANCTUARY207VESTING /SACRISTY208ALTARSERVERVESTING209CC122CCC33CUH1CUH1AHU1AHU2C(E)(E)(E)(E)(E)(E)P1B-15P1B-15P1B-15P1B-15P1B-15P1B-15P1B-15P1B-15P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-17P1B-16P1B-16P1B-16P1B-16P1B-16P1B-16P1B-27P1B-27P1B-18P1B-18P1B-18P1B-18P1B-18P1B-18P1B-19P1B-19P1B-19P1B-19P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-21P1B-23P1B-23P1B-23P1B-23CP1B-16P1B-16P1B-26P1B-26REFEF333ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:35 PME2.6SANCTUARYLEVELELECTRICALPLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"SANCTUARY LEVEL POWER PLANPROVIDE STAGE FLOOR BOX WITH (1)DUPLEX RECEPTACLE AND (1) DATAOUTLET. REFER TO TECHNOLOGYPLANS AND TECHNOLOGY DIAGRAMSFOR MORE INFORMATION.PROVIDE DUPLEX RECEPTACLE FORSPEAKER. COORDINATE EXACTLOCATION WITH AV INSTALLER.PROVIDE DUPLEX RECEPTACLE FORSUBWOOFER. MOUNT RECEPTACLE INSUBWOOFER ENCLOSURE.COORDINATE EXACT LOCATION WITHAV INSTALLER.FLAG NOTES:123PROVIDE FIRE ALARM SYSTEM TOCOMPLY WITH NATIONAL, STATE, ANDLOCAL CODES. SYSTEM SHALL BEDESIGN/BUILD BY CONTRACTOR ANDCONTRACTOR SHALL OBTAIN LICENSEDENGINEER OF RECORD FOR SYSTEM.FIRE ALARM DEVICES SHOWN ON PLANARE FOR DESIGN INTENT. FINAL DESIGNRESPONSIBILITY BY DESIGN/BUILDCONTRACTOR.1.POWER NOTES:
J
DN
C
B
D
8 9
2
P1B-22P1B-22
M0-36M0-36
A
1
+60"
+60"
1
ORGAN
CHAMBER
301
CHOIR LOFT
302
BALCONY
303
EF
2
P1B-20P1B-20
P1B-20P1B-20
P1B-20P1B-20
P1B-20P1B-20
P1B-25P1B-25
P1B-25P1B-25
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:38:54 AME2.7
CHOIR LOFT &
BELFRY LEVEL
ELECTRICAL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOFLAG NOTES:
1
SCALE: 3/16" = 1'-0"2 BELFRY LEVEL POWER PLAN
SCALE: 3/16" = 1'-0"1 CHOIR LOFT LEVEL ELECTRICAL PLAN
PROVIDE DUPLEX RECEPTACLE FOR
PROJECTOR.
PROVIDE 120V POWER CONNECTION
TO MOTORIZED LOUVER. COORDINATE
EXACT LOCATION WITH MECHANICAL
CONTRACTOR PRIOR TO ROUGH-IN.
2
ISSUE: DATE:
A
C
E
B
D
1 2 3 4 5 6 7 8 9
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:39:02 AME2.8
ROOF
ELECTRICAL
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
ROOF ELECTRICAL PLAN
ISSUE: DATE:
ocSSocDDDDDJJJocococococSSoc ococococococSoSSSSSSSSSSocococSSSSo SSocSSACEBD123456789DP4DP4S3R3R3R3R1R1DP4R2R2R1R1DW1DW1R2ER2R2DP4DP4DP4DP4DW1DW1DW1DW1R2R2ER2R2(E)(E)(E)(E)DP4DP4DP4DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3DP3S2S2R5R5X1X1X3X3X312R3R3DP4KK3311R2(E)R2R2ER2ER2(E)R5R5R2EDP43333333444456677R2ER2EHALLWAY111WOMEN110MEN116OFFICE113CONF RM112KITCHEN109OFFICE114OFFICE119STOR121ENTRY100MEETING RM101MEETING RM102MEETING RM103MEETING RM104MEETING RM105MEETING RM106MEETING RM107OFFICE122VEST.120S3S38339RECEPT1181313131313133TOLIGHTSIN STAIRABOVETO LIGHTSIN STAIRABOVE151010P1A-24P1A-22P1A-2P1A-4P1A-6P1A-8P1A-10P1A-12P1A-14(E)P1A-5P1A-20R2ER2R4WR4W1414111212R2R21X233333ALBUQUERQUE|AVON|DENVER|FORT COLLINS303.278.3820www˛bgbuildingworks˛comProject No. 9727.00Copyright 2016CHARLESCUNNIFFEARCHITECTS COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC610 EAST HYMAN AVE.ASPEN, CO 81611TEL: 970.925.5590FAX: 970.920.4557cunniffe.comSHEET NO.JOB NO.50% DD 10.11.16100% DD 11.14.1650% CD 12.20.16PERMIT DRAWINGS 01.12.17100% CD 02.15.17ADD-1 03.07.17ISSUE:DATE:PERMIT RESUBMIT 05.01.175/1/2017 3:58:40 PME3.2MAIN LEVELLIGHTING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"MAIN LEVEL LIGHITNG PLANFLAG NOTES:J-BOX FOR CEILING FAN.LIGHTING IN THE KITCHEN TO REMAINAS INSTALLED.REMOVE EXISTING SWITCH FORLIGHTS AND REPLACE WITH SWITCHWITH WIRELESS COMMUNICATION(LUTRON MRF2-8ANS-120-*). PROVIDECEILING MOUNTED OCCUPANCYSENSOR WITH WIRELESSCOMMUNICATIONS IN THIS ROOM ASWELL (LUTRON LRF2-OCR2B-P-WH).PROVIDE WALL BOX DIMMER ANDCEILING OCCUPANCY SENSOR WITHWIRELESS COMMUNICATIONS (LUTRONMRF2-6CL-* LRF2-VCR2B-P-WH).PROVIDE COMPANION WALL BOXDIMMER (LUTRON MA-R-*).PROVIDE DUAL TECHNOLOGYOCCUPANCY SENSOR (LUTRONLOS-CDT-500-WH).PROVIDE NUMBER OF WALL SWITCHESAS SHOWN IN THIS ROOM AND CEILINGOCCUPANCY SENSOR WITH WIRELESSCOMMUNICATIONS (LUTRONMRF2-8ANS-120-* LRF2-VCR2B-P-WH).PROVIDE ASTRONOMICAL TIMESWITCH (INTERMATIC EJ600A).PROGRAM LIGHTS TO COME ON ATSUNSET AND TURN OFF AT 1AM.CONNECT THIS FIXTURE TO EXISTINGCIRCUIT FEEDING LIGHTS IN HALL.EXIT SIGN WITH INTEGRAL EGRESSLIGHTING.MOUNT FIXTURE ABOVE DOOR JAMB INBOTTOM OF ARCHING WINDOW.PROVIDE BLOCKING AS NEED TOCONCEAL FIXTURE FROM VIEW.CONNECT THIS SWITCH AND LIGHT ONSWITCH LEG TO THE CIRCUITINDICATED FOR THE LIGHTS IN THEUPPER STAIR.REMOVE EXISTING LAMP AND REPLACEWITH 8W CREE BR30 LAMP.REFER TO SHEET E4.1 FOR MOUNTINGDIAGRAM FOR LIGHT IN DISPLAYWINDOW.EXIT SIGN WITH INTEGRAL EGRESSLIGHTING.12CIRCUIT EXIT SIGNS AND EGRESSLIGHTS TO NEAREST UNSWITCHEDCIRCUIT.ALL EXTERIOR LIGHTING IS EXISTING TOREMAIN.1.2.LIGHTING NOTES:34567891011121314153
SSoSo
SSoc
SocLVLV
LVS
A
C
E
B
D
1 2 3 4 5 6 7 8 9
DP2
(E)
R2ER2E
DW2
DW2
R2R2
R2R2
R6
R6
R6
R6
R6
R6
T1
T1
T1
T1R6R R6RR6RR6RR6RR6R
R4 R4 R4 R4 R4 R4
R6R R6R R6R R6R R6R R6R
R4 R4 R4 R4 R4 R4
DP1DP1DP1DP1
DP1 DP1 DP1 DP1
DP1
DP1
R6
R6
R6
R6
R6
R6
R6
R6
T1
T1
T1
T1
S3
S3
R7
R7
R7
R7
DS1
S4
DS1
S4
S4
DP2
R2
X2
X2 33R7
S3
S3
S3
VESTING /
SACRISTY
208
ALTAR
SERVER
VESTING
209
SANCTUARY
207
NAVE
206
STAIR
201
ORGAN
CHAMBER
301
STAIR
203
VEST
205
S1
S1
R5
R5
R5
PP
1
PP
1
PP 1
2
2
3
4
5
R2E
6
TO SWITCH BELOW
TO SWITCH BELOW
Z1
Z2
Z3
Z4
Z5
Z6
Z7
Z8
Z9 Z10
Z11
Z12
01 & 02
03
P1A-28
PIA-26
7
8
9
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:39:19 AME3.3
SANCTUARY
LEVEL LIGHTING
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
SANCTUARY LEVEL LIGHTING PLAN
CIRCUIT EXIT SIGNS AND EGRESS LIGHTS
TO NEAREST UNSWITCHED CIRCUIT.
1.
LIGHTING NOTES:
FLAG NOTES:
1 CONNECT FIXTURE(S) TO RELAY PACK
WITH WIRELESS COMMUNICATION
(LUTRON RMJ-5R-DV-B). REFER TO
SHEET E4.1 FOR MOUNTING DIAGRAM.
CIRCUIT TO P1A-28.
MOUNT FIXTURE IN BASE OF
MILLWORK BEHIND STATUARY FOR
BACK LIGHTING.
MOUNT FIXTURE IN HIGH ALTAR, ONE
FOR EACH SECTION, DIRECTED DOWN.
REFER TO SHEET E4.1 FOR MOUNTING
DIAGRAM.
REMOVE EXISTING SWITCH FOR
LIGHTS AND REPLACE WITH SWITCH
WITH WIRELESS COMMUNICATION
(LUTRON MRF2-8ANS-120-*). PROVIDE
CEILING MOUNTED OCCUPANCY
SENSOR WITH WIRELESS
COMMUNICATIONS IN THIS ROOM AS
WELL (LUTRON LRF2-VCR2B-P-WH).
PROVIDE SWITCH WITH WIRELESS
COMMUNICATION (LUTRON
MRF2-8ANS-120-*). PROVIDE CEILING
MOUNTED OCCUPANCY SENSOR WITH
WIRELESS COMMUNICATIONS IN THIS
ROOM AS WELL (LUTRON
LRF2-VCR2B-P-WH).
MOUNT FIXTURE 7' ABOVE FINISHED
STEP TO CENTER OF FIXTURE.
PROVIDE WIRELESS SWITCH TO
CONTROL LIGHTS IN HIGH ALTAR AND
BEHIND STATUES (LUTRON PJ2-2B-* +
WALL PLATE).
REFER TO LIGHTING CONTROL
ONE-LINE DIAGRAM ON SHEET E4.1
FOR FURTHER DETAILS AND
CIRCUITING.
SEE MOUNTING DIAGRAM ON SHEET
E4.1.
2
3
4
5
6
7
8
9
ISSUE: DATE:
DSSoS
S
SA
C
E
B
D
8 9
DW2
DW2
DW2
DW2
W1
R2ER2E
W2
W2
W3
X2
X2
X1
X1
X1W
X1
NARTHEX
204
3
3
TO SWITCH
BELOW AND
PENDANT
ABOVE
P1A-26
1
2
3
+60" AFF
+60" AFF 4
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 9:39:24 AME3.4
NARTHEX
LIGHTING PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
NARTHEX LIGHTING PLAN
CIRCUIT EXIT SIGNS AND EGRESS LIGHTS
TO NEAREST UNSWITCHED CIRCUIT.
1.
LIGHTING NOTES:
FLAG NOTES:
1
2
PROVIDE A TWO GANG BACK BOX WITH
ONE DIMMER AND ONE STACKED
DOUBLE SWTICH (LUTRON CTCL-153P-*
LEVITON 5634-*).
MOUNT FIXTURE AT 5'-6" AFF TO
CENTER OF SCONCE.
REFER TO DIAGRAM 4/A9.1 FOR
MOUNTING LOCATION OF INDICATOR
LIGHT.
MOUNT FIXTURE TO A 2 1/2" DEEP
J-BOX.
3
4
ISSUE: DATE:
SCALE:
QQQ
6
5
RF
PHPM-PA-120-WH5
Sanctuary
Z04
1380 W of LED Fwd
1 Fixture
4
Sanctuary
Z03
1380 W of LED Fwd
1 Fixture
3
Sanctuary
Z02
1380 W of LED Fwd
1 Fixture
2
Sanctuary
Z01
1380 W of LED Fwd
1 Fixture
1
RF
120V120V0-10V3 0-10V2 0-10V1
0-10V2
LIGHTING CONTROL ONE-LINE
P1A-36
P1A-36
P1A-36
P1A-36
P1A-36
P1A-36
P1A-34
P1A-35
P1A-33
P1A-32
P1A-30
P1A-36
#5
QSWS2-5BRLN-WH
Sanctuary - Control Station 03
seeTouch QS Non-Insert 5
Button with Raise/Lower
Scenes 1-4 + Off with Scene
Raise/Lower
1 gang backbox
Reserve for programming to
control zone Sanctuary - Z10
on ESN 0-10V 2 on page 2, do
not connect
Reserve for programming to
control zone Sanctuary - Z09
on ESN 0-10V 2 on page 2, do
not connect
Reserve for programming to
control zone Sanctuary - Z08
on ESN 0-10V 2 on page 2, do
not connect
Reserve for programming to
control zone Sanctuary - Z07
on ESN 0-10V 1 on page 2, do
not connect
#4
QSGRJ-6P-WH
Sanctuary - Control Station 02
GRAFIK Eye QS Wireless 6 zone
Scenes 1-4 + Off
4 gang backbox
#3
QSGRJ-6P-WH
Sanctuary - Control Station 01
GRAFIK Eye QS Wireless 6 zone
Scenes 1-4 + Off
4 gang backbox
#2
QSN-4T16-S
Sanctuary - ESN 0-10V 2
Energi Savr Node 0-10V and Softswitch
Locate in Attic
PHPM-PA-120-WH
Sanctuary
Z05
870 W of LED Fwd
1 Fixture
Sanctuary
Z12
480 of LED Fwd
1 Fixture
Sanctuary
Z11
420 W of LED Rev
1 Fixture
Sanctuary
Z07
50 W of LED 0-10
1 Fixture
Sanctuary
Z09
100 W of LED 0-10
1 Fixture
Sanctuary
Z08
50 W of LED 0-10
1 Fixture
Sanctuary
Z10
150 W of LED 0-10
1 Fixture
* Locate interfaces in attic
P1A-36
Sanctuary
Z06
25 W of LED Rev
1 FixturePHPM-PA-120-WH
P1A-36
PHPM-PA-120-WH
PHPM-PA-120-WH
PHPM-PA-120-WH
PHPM-PA-120-WH
NONE
Link 1Link 1Link 1
120V
120V
120V
120V
120V
120V
120V
120V
120V
120V
120V
120V
6
TYPICAL DEVICE MOUNTING HEIGHTS
NOTES :
1.
2.
IF ALIGNMENT OF DEVICES INDICATED HERE IS IN
CONFLICT WITH ADA REQUIREMENTS DUE TO
INSTALLATION DETAIL, ADA DIMENSIONS SHALL
GOVERN.
REFERENCE ARCHITECTURAL INTERIOR
ELEVATIONS. LOCATIONS SHOWN ON INTERIOR
ELEVATIONS SHALL SUPERCEDE LOCATIONS
SHOWN HERE, UNLESS LOCATIONS SHOWN ON
INTERIOR ELEVATIONS ARE NOT CODE
COMPLIANT.
FINISH FLOOR
FINISH CEILING
SCALE: NONE
DOOR WINDOW
BACK SPLASH
COUNTERTOP
-
-
EQ
EQ
CL
CL
--EQ EQ
LIGHTING
CONTROL
CL
-6"
MIN
CL
RECEPTACLE
EQ EQ
CL
--6" MIN 20"
MAX
ALIGN POWER-BASED DEVICES
(RECEPTACLES, SWITCHES,
ETC.) VERTICALLY. DO NOT
VERTICALLY ALIGN POWER AND
COMMUNICATION DEVICES
SIMULTANEOUSLY.
OFFSET COMMUNICATION
DEVICES FROM POWER
DEVICES TO EITHER
OPPOSITE SIDE OF STUD
BAY, OR ADJACENT STUD
BAY.
TYPICAL DEVICE MOUNTING HEIGHTS
NOTES :
1.
2.
IF MOUNTING HEIGHT OF DEVICES INDICATED
HERE IS IN CONFLICT WITH ADA
REQUIREMENTS DUE TO INSTALLATION
DETAIL, ADA DIMENSIONS SHALL GOVERN.
REFERENCE ARCHITECTURAL INTERIOR
ELEVATIONS. LOCATIONS SHOWN ON
INTERIOR ELEVATIONS SHALL SUPERCEDE
LOCATIONS SHOWN HERE, UNLESS
LOCATIONS SHOWN ON INTERIOR
ELEVATIONS ARE NOT CODE COMPLIANT.FINISH FLOOR
ELECTRICAL DEVICES FIRE ALARM DEVICES
FINISH CEILING
S LV D TT
TS TC
C CB
oc
.18"
.48"
TOP OF DEVICE
CL OF DEVICE
-64"
TOB OF CABINET
TOB OF CABINET
-78"
8'-0" CEILING
-90"
9'-0" CEILING
-96"
TOP OF DEIVCE
WALL MOUNT
-
120"
MAX
.48"
TOP OF DEVICE
-64"
TOB OF CABINET
TOB OF CABINET
-78"
MINIMUM, TOP OF DEVICE
-90"
BOTTOM OF DEIVCE
-96"
MAX
80"
MIN
H
SCALE: NONE
H S
FACP
ANN
F
-6"
MIN
S
CEILING UPLIGHT DETAIL
SCALE: 3" = 1'-0"
LED TAPE LIGHT
PROVIDE 45° CUT TO
ALLOW MORE LIGHT
TO REACH CEILING
MOLDING
WALL
0' - 1"0' - 0 1/4"HIGH ALTAR LIGHTING DETAIL
SCALE: NONE
LONGITUDINAL SECTIONA CROSS SECTION "A"
TYPE R5 TYPE R5
ROUTE POWER
THROUGH HIGH
ALTAR TO BASE *0.73"1.14"
1.3"
* LOCATE POWPAK RELAY
SWITCH IN BASE ALONG
WITH REMOTE DRIVER.
ACCESS TO RELAY AND
DRIVE SHALL BE FROM THE
BACK OF THE ALTAR.
SIDE ALTAR BACK LIGHT DETAIL
SCALE: 1/2" = 1'-0"
LOCATE POWPAK RELAY
SWITCH NEXT TO DRIVER
LOCATE REMOTE DRIVER
IN CABINET IN VESTING
COORDINATE LOCATION OF
J-BOX WITH ARCHITECT
PRIOR TO ROUGH-IN
SURFACE MOUNTED
GRAZER LIGHT ON
ADJUSTABLE BRACKETS
WIRE TO J-BOX
12"2"DISPLAY WINDOW DETAIL
SCALE: NONE
PROVIDE 2" x 2" ANGLED
BLOCKING TO MOUNT LED
STRIP
TYPE S3, PROVIDE
MOUNTING CLIPS (CL-1)
WINDOW TRANSOM
BETWEEN ARCH WINDOW
AND LOWER RECTANGLULAR
WINDOW
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:06:40 AME4.1
ELECTRICAL
DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOISSUE: DATE:
SPK
S
AV
AV
TV
AV
M
S
S
TV
TV
M
CTR
LR
LCR LOUDSPEAKER BAR - LEFT/CENTER/RIGHT
LOUDSPEAKER BAR - STEREO
LOUDSPEAKER - POWERED SUBWOOFER
LOUDSPEAKER BAR - CENTER CHANNEL
TECHNOLOGY SYSTEMS LEGEND
ABBREVIATIONS
TELEVISION OUTLET - FLOORBOX
AUDIOVISUAL OUTLET - CEILING MOUNTED
AUDIOVISUAL OUTLET - WALL MOUNTED
AUDIOVISUAL OUTLET - FLOORBOX
TELEVISON OUTLET - CEILING MOUNTED
TELEVISION OUTLET - WALL MOUNTED
LOUDSPEAKER - CEILING MOUNTED
LOUDSPEAKER - WALL MOUNTED
MICROPHONE OUTLET - FLOORBOX
MICROPHONE OUTLET - WALL MOUNTED
AUDIOVISUAL SYMBOLS
SPEAKER ZONE HOMERUN
VIDEO PROJECTOR
PROJECTION SCREEN, TELEVISION, OR OTHER DISPLAY EQPT
LOUDSPEAKER OUTLET
INTERACTIVE (ELECTRONIC) WHITEBOARD
NOTE:
ALL SYMBOLS SHOWN ON LEGEND ARE
NOT NECESSARILY USED.
AFC
AFF
AFG
BFG
C
EM
(E)
FBO
GFI
IC
IAW
NIC
NTS
TVSS
UG
UNO
WP
XP
+18"
DEVICE ABOVE FINISH FLOOR (VERIFY W/ ARCH ELEVS)
AWG
AP
AHJ
BMS
CATV
CCTV
CPU
FA
FACP
GRD
GC
IDF
IG
IR
OC
MDF
LAN
PA
WAN
WLAN
W
V
TTB
BAS
WAP
ER
EF
MC
HC
RF
TVTB
SAT
(N)
- ABOVE FINISHED CEILING
- ABOVE FINISHED FLOOR
- ABOVE FINISHED GRADE
- AUTHORITY HAVING JURISDICTION
- ACCESS POINT
- AMERICAN WIRE GAUGE
- BUILDING AUTOMATION SYSTEM
- BELOW FINISH GRADE
- BUILDING MANAGEMENT SYSTEM
- CONDUIT
- COMMUNITY (CABLE) ANTENNA TELEVISION SYSTEM
- CLOSED CIRCUIT TELEVISION
- CENTRAL PROCESSING UNIT
- EXISTING
- ENTRANCE FACILITY
- EMERGENCY
- EQUIPMENT ROOM
- FIRE ALARM
- FIRE ALARM CONTROL PANEL
- FURNISHED BY OTHERS
- GENERAL CONTRACTOR
- GROUND FAULT CIRCUIT INTERRUPTER
- GROUND
- HORIZONTAL CROSS CONNECT
- IN ACCORDANCE WITH
- INTERMEDIATE CROSS-CONNECT
- INTERMEDIATE DISTRIBUTION FRAME
- ISOLATED GROUND
- INFRARED
- LOCAL AREA NETWORK
MAIN CROSS-CONNECT-
MAIN DISTRIBUTION FRAME-
NEW-
NOT IN CONTRACT-
NOT TO SCALE-
ON CENTER-
PUBLIC ADDRESS-
RADIO FREQUENCY-
SATELLITE-
TELECOMMUNICATIONS TERMINAL BOARD-
TRANSIENT VOLTAGE SURGE SUPPRESSOR-
TELEVISION TERMINAL BOARD-
UNDERGROUND-
UNLESS NOTED OTHERWISE-
VOLT-
WATT-
WIDE AREA NETWORK-
WIRELESS ACCESS POINT-
WIRELESS LOCAL AREA NETWORK-
WEATHERPROOF-
EXPLOSIONPROOF-
MOUNTING HEIGHT TO CENTERLINE OF-
SS
HH
CT
CT
CK
LV
CT
K
V
HAND HELD REMOTE CONTROL
REMOTE SLAB TEMPERATURE SENSOR - IN FLOOR
REMOTE TEMPERATURE / HUMIDITY SENSOR - WALL MOUNTTS
S
S TOGGLE SWITCH
KEYED SWITCH
LOW VOLTAGE SWITCH
CONTROL SYMBOLS
CONTROL KEYPAD
CONTROL TOUCHSCREEN (IN-WALL)
CONTROL TOUCHSCREEN (WIRELESS WITH WALL DOCK)
CONTROL TOUCHSCREEN (WIRELESS WITH REMOTE DOCK)
VOLUME CONTROL
V
M
SCHEMATIC/FUNCTIONAL SYMBOLS
STRUCTURED CABLING CROSS-CONNECT FIELD
SERVICE PROVIDER DEMARCATION POINT
EQUIPMENT (AS INDICATED)
AMPLIFIER
POTENTIAL TRANSFORMER (CONSTANT VOLTAGE AUDIO)
METER
GROUND
NORMALLY OPEN CONTACT
NORMALLY CLOSED CONTACT
COLD WATER GROUND CONNECTION
BUILDING STEEL GROUND CONNECTION
LOUDSPEAKER
VOLUME CONTROL
VIDEO PROJECTOR
CONNECTION
CATV SPLITTER
CATV DIRECTIONAL COUPLER
CATV 4-WAY TAP
CATV 8-WAY TAP
NOTES :
LIGHT LINEWEIGHT INDICATES EXISTING.
HATCHED AREAS INDICATE DEMOLITION.
'C' ADJACENT TO A DEVICE INDICATES
MOUNTING ABOVE COUNTERTOP.
C
-
-
-
J
J
J
GENERAL SYMBOLS
JUNCTION BOX
WALL MOUNTED JUNCTION BOX
FLOOR MOUNTED JUNCTION BOX
CONDUIT RUN
CONDUIT RUN BELOW GRADE
CONDUIT UP
CONDUIT DOWN
GROUNDING BUSBAR (TGB/TMGB)
CABLETRAY (PREMISES; NUMBER INDICATES WIDTH/DEPTH)
DEMARCATION POINT
WALL-MOUNT CABINET
EQUIPMENT RACK
WALL-MOUNTED EQUIPMENT RACK
CABLE RUNWAY
CT12/4
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:00 AMT0.0
TECHNOLOGY
COVER SHEETST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOGENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
THESE DRAWINGS ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATION BOOK (PROJECT MANUAL).
DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK.
WORK ASSOCIATED WITH TECHNOLOGY SYSTEMS REQUIRES CAREFUL, DETAILED COORDINATION, BOTH PREPARTORY AND ON-SITE, BETWEEN THE
GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, AND THE TECHNOLOGY SYSTEMS CONTRACTOR(S). LACK OF PLANNING, COORDINATION, OR
SKILL ON PART OF ANY PARTY ASSOCIATED WITH THE SCOPE OF WORK INDICATED WILL NOT BE ACCEPTED AS REASON FOR INSTALLATION THAT DOES
NOT MEET SPECIFICATIONS OR INDUSTRY STANDARDS.
VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS
WORK MEET EXISTING CONDITIONS.
IF WORK ON LIVE NETWORKS OR SYSTEMS IS TO BE DONE, SYSTEM DOWNTIME SHALL BE PERMITTED ONLY AT TIMES APPROVED BY OWNER – IN
WRITING. WORK WHICH COULD RESULT IN AN ACCIDENTAL OUTAGE SHALL BE PERFORMED WITH THE OWNER’S IT/IS STAFF AND/OR MAINTENANCE
PERSONNEL ADVISED AND AWARE OF SUCH WORK.
REVIEW ENTIRE CONTRACT DOCUMENT PACKAGE (INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND OTHER DRAWINGS AND
SPECIFICATIONS) PRIOR TO BID.
WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER.
WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL AND STATE ADOPTED CODES AND ORDINANCES. 2014
EDITION OF NFPA 70 – NATIONAL ELECTRICAL CODE SHALL BE MET AT A MINIMUM. APPLICABLE VOLUMES OF NFPA (NFPA 72, NFPA 75, NFPA 76, NFPA 99,
NFPA 101, ETC.) SHALL BE ADHERED TO AT A MINIMUM.
WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST APPLICABLE STANDARDS AND RECOMMENDATIONS AS PUBLISHED BY AMERICAN
NATIONAL STANDARDS INSTITUTE (ANSI), TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA), ELECTRONIC INDUSTRIES ALLIANCE (EIA), INSULATED
CABLE ENGINEERS ASSOCIATION (ICEA), INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE), SECURITY INDUSTRY ASSOCIATION (SIA),
BUILDING INDUSTRY CONSULTING SERVICES INTERNATIONAL (BICSI), AND INFOCOMM INTERNATIONAL.
PROVIDE WITH SHOP DRAWING SUBMITTAL, 1/4” SCALE LAYOUT DRAWINGS OF ROOMS WITH COMMUNICATIONS, AUDIOVISUAL, AND HEAD-END
EQUIPMENT. LAYOUTS SHALL SHOW LOCATIONS OF, AND SHALL BE COORDINATED WITH ELECTRICAL AND MECHANICAL EQUIPMENT. ALL EQUIPMENT
SHALL BE DRAWN TO SCALE.
CONTRACTOR’S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE
ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS.
EXISTING SYSTEMS AND CONDITIONS SHOWN ON DRAWINGS FOR EXISTING BUILDINGS ARE TO BE NOTED “FOR GUIDANCE ONLY.” CONTRACTOR SHALL
FIELD CHECK ALL EXISTING CONDITIONS PRIOR TO BIDDING. CONTRACTOR SHALL INCLUDE IN THEIR BID AN ALLOWANCE FOR REMOVAL AND/OR
RELOCATION OF EXISTING CONDUITS, CABLES, DEVICES, FIXTURES, OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO
COORDINATE AND ADAPT NEW AND EXISTING TECHNOLOGY SYSTEMS TO ALL OTHER WORK AS REQUIRED.
PROVIDE TECHNOLOGY SYSTEMS DEMOLITION REQUIRED. REFER TO ARCHITECTURAL, TECHNOLOGY SYSTEMS AND ELECTRICAL DEMOLITION
DRAWINGS FOR LOCATION AND EXTENT OF DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT SITE PRIOR TO BID TO DETERMINE EXTENT OF WORK
INVOLVED. PROVIDE LABOR AND MATERIALS REQUIRED TO MAINTAIN AND/OR RESTORE CONTINUITY OF SERVICE TO EXISTING DEVICES.
PROVIDE ALL NECESSARY DEMOLITION TO REMOVE EXISTING UNUSED CONDUIT, CABLE, J-BOXES, OUTLETS, DEVICES, AND THE LIKE, COMPLETE WITH
ASSOCIATED CABLING TO DISTRIBUTION LOCATION. WHERE IT IS NOT FEASIBLE TO REMOVE THE ABOVE, OUTLET SHALL BE ABANDONED, CABLE
REMOVED, AND BLANK COVER PLATES PROVIDED.
ALL (E) EQUIPMENT BEING REMOVED SHALL BE [DISCARDED] [RECYCLED] IN ACCORDANCE WITH APPLICABLE EPA AND LOCAL REQUIREMENTS.
EXISTING LIGHT FIXTURES, ELECTRICAL EQUIPMENT, ETC. BEING REMOVED SHALL BE RETURNED TO THE OWNER, EXCEPT FOR THOSE ITEMS BEING
RELOCATED.
VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN.
INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE
ARCHITECT/ENGINEER’S ATTENTION PRIOR TO INSTALLATION.
FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER’S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS.
IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS
SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION.
WHERE THE RE-USE OF EXISTING EQUIPMENT, CONDUITS, CABLES, AND DEVICES IS PERMISSIBLE, MAKE CERTAIN THAT THESE COMPONENTS
COMPRISE A COMPLETE AND OPERABLE SYSTEM. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO (RE)ESTABLISH OPERATION.
EXISTING CONDUITS, CABLE, AND DEVICES WHICH ARE NOT INDICATED FOR REUSE SHALL BECOME THE PROPERTY OF CONTRACTOR. EQUIPMENT AND
DISTRIBUTION EQUIPMENT (PATCHPANELS, WIRING BLOCKS, ETC.) SHALL BE RETURNED TO THE OWNER UNLESS OTHERWISE EXPLICITLY STATED BY
OWNER IN WRITING.
ALL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY.
SYSTEMS SHALL BE TESTED AND VERIFIED UPON COMPLETION OF INSTALLATION. SYSTEMS THAT DO NOT PASS INDUSTRY STANDARD TESTS SHALL
BE CORRECTED AT NO ADDITIONAL COST TO OWNER.
GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF
ONE YEAR AFTER OWNER’S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER.
CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT RECORD DRAWINGS ON-SITE WHICH SHALL BE AVAILABLE FOR REVIEW DURING
ENGINEER’S SITE OBSERVATIONS. UPON COMPLETION, PROVIDE OFFICIAL SET OF RECORD DRAWINGS TO ARCHITECT, IN FORMAT AS REQUESTED BY
OWNER. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, FIELD ALTERATIONS, REROUTINGS, ETC.
CONDUITS FOR TECHNOLOGY SYSTEMS LARGER THAN TRADE SIZE 1 (1”) SHALL HAVE LONG-RADIUS SWEEPS AT ALL CHANGES IN DIRECTION. LONG-
RADIUS SWEEPS SHALL BE MINIMUM 12X CONDUIT DIAMETER.
OUTLET BOXES SHALL BE MINIMUM 4-11/16”x4-11/16”x2-1/8”, METALLIC OR NONMETALLIC AS PROJECT REQUIREMENTS DICTATE.
FLEXIBLE METAL CONDUIT SHALL NOT BE USED AS CABLE PATHWAY. ONLY SMOOTH-WALLED METALLIC CONDUIT OR TUBING MAY BE USED.
ALTERNATELY, PLASTIC-TYPE (ENT AND/OR PVC) TUBING MAY BE USED.
ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NYLON PULLTAPE INSTALLED. PULLTAPE SHALL HAVE PHYSICAL LENGTH MARKINGS AND BE RATED FOR
200-LB STRENGTH. EMPTY PATHWAYS SHALL BE IDENTIFIED AS SUCH AT ALL JUNCTION BOXES, PULLBOXES, AND OUTLET/DEVICE BOXES, USING
PERMANENT LABELING. LABELING TAG SHALL INDICATE INTENDED USE OF CONDUIT, LOCATION OF PATHWAY ORIGINATION, AND LOCATION OF
TERMINATION OF EACH INDIVIDUAL CONDUIT.
ALL CABLING SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL ELEMENTS. CABLING IS NOT ALLOWED TO COME IN CONTACT WITH PIPING,
ELECTRICAL CIRCUITS/CONDUITS, LIGHTING FIXTURES, DUCTWORK, OR ANY OTHER INSTALLED SYSTEM. CABLING SHALL NOT USE STRUCTURAL
MEMBERS ALONE AS SUPPORT; APPROPRIATE J-HOOKS, BRIDLE RINGS, OR SIMILAR SHALL BE USED. CABLING SHALL BE INSTALLED WITH SUPPORTS
NO GREATER THAN 5’-0” SPACING.
ALL EQUIPMENT SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL ELEMENTS.
PROVIDE PULLBOXES ALONG CONDUIT RUNS AT 100 FEET INTERVALS OR EVERY 180-DEGREES OF BENDS, OR BOTH.
CONDUITS MAY NOT CHANGE DIRECTION MORE THAN 90 DEGREES AT ANY SINGLE BEND.
CONDULETTE FITTINGS MAY NOT BE USED TO CHANGE PATHWAY DIRECTION AT ANY TIME.
ISSUE LOG KEY:
'√ ' ISSUED AS PART OF SET
' ' NOT PART OF SET
' * ' ISSUED FOR INFORMATION ONLY
TECHNOLOGY SHEET INDEX
#TITLE
ISSUE LOG
50% DD - 10.07.16 100% DD - 11.14.2016 50% CD - 12.20.2016 PERMIT DRAWINGS - 01.12.17 100% CD - 02.15.2017T0.0 TECHNOLOGY COVER SHEET √ √ √ √ √
T0.1 TECHNOLOGY INFORMATION √ √ √
T2.2 MAIN LEVEL TECHNOLOGY DEMOLITION PLAN √ √
T2.3 SANCTUARY LEVEL TECHNOLOGY DEMOLITION PLAN √ √ √ √
T2.5 MAIN LEVEL TECHNOLOGY PLAN √ √ √ √
T2.6 SANCTUARY LEVEL TECHNOLOGY PLAN √ √ √ √ √
T2.7 CHOIR LOFT TECHNOLOGY PLAN √ √ √ √ √
T3.0 TECHNOLOGY FUNCTIONAL DIAGRAMS √ √ √ √ √
T3.1 TECHNOLOGY FUNCTIONAL DIAGRAMS √ √ √
T3.2 TECHNOLOGY ELEVATIONS AND SECTIONS √ √
T4.0 TECHNOLOGY DIAGRAMS √ √ √
ISSUE: DATE:
SYSTEM RESPONSIBILITY MATRIX
COMPONENT
FURNISH INSTALL
SPECIFIC NOTESELECTRICALCONTRACTORLOW-VOLTAGECONTRACTOROWNERELECTRICALCONTRACTORLOW-VOLTAGECONTRACTOROWNERAUDIOVISUAL SYSTEMS
LED/LCD DISPLAY, WALL MOUNT √ √
CONNECTIVITY √ √
ELECTRICAL SUPPORT
PATHWAYS / RACEWAYS / BOXES √ √
POWER - RECEPTACLES √ √
EQUIPMENT
POWER SUPPORT
UNINTERRUPTIBLE POWER SUPPLY √ √
COMPUTERS
DESKTOP PC √ √
LAPTOP PC √ √
PERIPHERALS √ √
LOUDSPEAKERS
I
I
CR
I
WALL-MTD
CABINET
CPUAPSACP
KCVCTCK
MAVTV
S
FINISHED FLOOR
FINISHED CEILING
18"
48"
96"
NOTES:
1.IF MOUNTING HEIGHT OF DEVICES INDICATED HERE IS IN
CONFLICT WITH ADA REQUIREMENTS DUE TO
INSTALLATION DETAIL, ADA DIMENSIONS SHALL GOVERN.
2.REFERENCE ARCHITECTURAL INTERIOR ELEVATIONS.
LOCATIONS SHOWN ON INTERIOR ELEVATIONS SHALL
SUPERCEDE LOCATIONS SHOWN HERE, UNLESS LOCATIONS
SHOWN ON INTERIOR ELEVATIONS ARE NOT CODE COMPLIANT.TYPICAL DEVICE MOUNTING HEIGHTS
84"
90"
24"
NO SCALE
120" MAX.
CL OF DEVICE
CL OF DEVICE
TOP OF DEVICE
TOP OF CABINET
8'-0" CEILING
9'-0"+ CEILING
CL OF DEVICE
LOW VOLTAGE DEVICES
DOOR
FINISHED CEILING
WINDOW
FINISHED
FLOOR
TYPICAL DEVICE ALIGNMENT
ALIGN DEVICES (OUTLETS, CONTROLS,
ETC.) VERTICALLY. DO NOT VERTICALLY
ALIGN POWER AND COMMUNICATIONS
DEVICES SIMULTANEOUSLY.
ABOVE
COUNTER
DEVICE
COUNTERTOPACCESS
CONTROL
6"MIN.
NO SCALE
EQ EQ
OFFSET COMMUNICATIONS
DEVICES FROM POWER
DEVICES TO EITHER
OPPOSITE SIDE OF STUD
BAY, OR ADJACENT STUD
BAY.
NOTES:
1.IF ALIGNMENT OF DEVICES INDICATED HERE IS IN
CONFLICT WITH ADA REQUIREMENTS DUE TO
INSTALLATION DETAIL, ADA DIMENSIONS SHALL
GOVERN.
2.REFERENCE ARCHITECTURAL INTERIOR ELEVATIONS.
LOCATIONS SHOWN ON INTERIOR ELEVATIONS SHALL
SUPERCEDE LOCATIONS SHOWN HERE, UNLESS
LOCATIONS SHOWN ON INTERIOR ELEVATIONS ARE
NOT CODE COMPLIANT.
BACKSPLASH
OUTLET
6"
MIN.
20"
MAX.
CL
CL
CL
CL
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:05 AMT0.1
TECHNOLOGY
INFORMATIONST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOLOUDSPEAKER SCHEDULE
MARK MANUFACTURER Model MOUNTING
LOUDSPEAKER SPECIFICATIONS
DESCRIPTION REMARKSINPUT TAP SETTING SENSITIVITY
FREQ. RESP.
(-3dB)FINISH
LS-1 CRESTRON SAROS_IC6T IN-CEILING 70V 15W 88.5dB 50Hz - 20kHz WHITE IN-CEILING FLUSH MOUNT
LOUDSPEAKER.
PROVIDE ALTERNATE BY QSC,
SOUNDTUBE, OR JBL.
LS-2 RENKUS-HEINZ IC16-R-II SURFACE LINE - - 120Hz - 18kHz WHITE POWERED LOUDSPEAKER ARRAY. -
LS-3 RENKUS-HEINZ CFX42 IN-STAIR 16Ω - 95dB 300Hz - 20kHz PAINT STAIRSTEP LOUDSPEAKER. PROVIDE BACK BOX.
LS-4 RENKUS-HEINZ CF12S-5 FLOOR
STANDING
LINE - 97dB 40Hz - 120Hz WHITE 12" POWERED SUBWOOFER. -
ISSUE: DATE:
A
C
E
B
D
1 2 3 4 5 6 7 8 9
KITCHEN
109
ENTRY
100
MEETING RM
102
MEETING RM
103
MEETING RM
104MEETING RM
105
HALLWAY
111
WOMEN
110
OFFICE
113
MEN
116
HALL
115
OFFICE
114
OFFICE
119
HALL
117
RECEPT
118
VEST.
120
MEETING RM
101
STOR
122
MEETING RM
107
CONF RM
112
1
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:11 AMT2.2
MAIN LEVEL
TECHNOLOGY
DEMOLITION
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
MAIN LEVEL DEMOLITION TECHNOLOGY PLAN
DEMOLITION PLAN INDICATES A DESIRED SCOPE OF
WORK; THE CONTRACTOR SHALL BE RESPONSIBLE
TO VERIFY IN FIELD PRIOR TO START OF WORK.
CONDITIONS MAY EXIST WHERE (E) CABLING
AND/OR EQUIPMENT IS INSTALLED WITHIN AREA OF
DEMOLITION THAT IS INTENDED TO REMAIN IN
ORDER TO KEEP SYSTEMS OUTSIDE THE AREA OF
DEMOLITION IN OPERABLE CONDITION.
CONTRACTOR SHALL PROVIDE APPROPRIATE
PROTECTION AND EXERCISE CARE WHEN
PERFORMING DEMOLITION AROUND SUCH CABLING
AND EQUIPMENT.
ALL SYSTEMS LOCATED OUTSIDE THE AREA OF
DEMOLITION ARE INTENDED TO REMAIN OPERABLE.
CONTRACTOR SHALL COORDINATE WITH OWNER
AND ENSURE ALL EQUIPMENT TO BE RETAINED BY
OWNER HAS BEEN REMOVED PRIOR TO
DEMOLITION WORK.
1.
2.
3.
4.
TECHNOLOGY DEMO NOTES:
DEMO FLAG NOTES:
1 REMOVE ALL EXISTING AUDIOVISUAL EQUIPMENT
AND ASSOCIATED CABLING AND DEVICES.
ISSUE: DATE:
S
S
S
S
S
S
S
S
S
A
C
E
B
D
1 2 3 4 5 6 7 8 9
STAIR
201
STOR
202
STAIR
203
VEST
205
NAVE
206
SANCTUARY
207
VESTING /
SACRISTY
208
ALTAR
SERVER
VESTING
209
1
2 2 2
2 2 2
3
3
3
1
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:17 AMT2.3
SANCTUARY
LEVEL
TECHNOLOGY
DEMOLITION
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
SANCTUARY LEVEL DEMOLITION
TECHNOLOGY PLAN
DEMO FLAG NOTES:
1 REMOVE ALL EXISTING AUDIOVISUAL EQUIPMENT
AND ASSOCIATED CABLING AND DEVICES. ANY
EQUIPMENT FOUND TO BE IN GOOD CONDITION
SHALL BE RETURNED TO OWNER FOR POSSIBLE
REUSE.
REMOVE LOUDSPEAKER AND ALL ASSOCIATED
CABLING AND MOUNTING HARDWARE. IF
LOUDSPEAKER IS FOUND TO BE IN GOOD
CONDITION, RETAIN FOR POSSIBLE REUSE.
REMOVE LOUDSPEAKER AND ALL ASSOCIATED
CABLING AND MOUNTING EQUIPMENT.
2
3
DEMOLITION PLAN INDICATES A DESIRED SCOPE OF
WORK; THE CONTRACTOR SHALL BE RESPONSIBLE
TO VERIFY IN FIELD PRIOR TO START OF WORK.
CONDITIONS MAY EXIST WHERE (E) CABLING
AND/OR EQUIPMENT IS INSTALLED WITHIN AREA OF
DEMOLITION THAT IS INTENDED TO REMAIN IN
ORDER TO KEEP SYSTEMS OUTSIDE THE AREA OF
DEMOLITION IN OPERABLE CONDITION.
CONTRACTOR SHALL PROVIDE APPROPRIATE
PROTECTION AND EXERCISE CARE WHEN
PERFORMING DEMOLITION AROUND SUCH CABLING
AND EQUIPMENT.
ALL SYSTEMS LOCATED OUTSIDE THE AREA OF
DEMOLITION ARE INTENDED TO REMAIN OPERABLE.
CONTRACTOR SHALL COORDINATE WITH OWNER
AND ENSURE ALL EQUIPMENT TO BE RETAINED BY
OWNER HAS BEEN REMOVED PRIOR TO
DEMOLITION WORK.
1.
2.
3.
4.
TECHNOLOGY DEMO NOTES:
ISSUE: DATE:
AVS
S
S
S
S
S
S
S
S
S
S
S
S
S
AV CKAV CKAV CKAV CKAV CKAV CKAV CKAVA
C
E
B
D
1 2 3 4 5 6 7 8 9
KITCHEN
109
ENTRY
100
MEETING RM
102
MEETING RM
103
MEETING RM
104
MEETING RM
105
HALLWAY
111
WOMEN
110
OFFICE
113
MEN
116
HALL
115
OFFICE
114
OFFICE
119
HALL
117
RECEPT
118
VEST.
120
MEETING RM
101
STOR
122
MEETING RM
107
CONF RM
112
1
2
MEETING RM
106
,TYP.
7
6 ,TYP.
,TYP.
3
4 ,TYP.
,TYP.
5
LS-1
LS-1 LS-1
LS-1 LS-1
LS-1 LS-1
LS-1 LS-1
LS-1 LS-1
LS-1 LS-1
LS-1
ZONE 7 ZONE 6 ZONE 5 ZONE 4 ZONE 3 ZONE 2 ZONE 1
1-1/2" ENT.
STOR
121
7
8
9
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:24 AMT2.5
MAIN LEVEL
TECHNOLOGY
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
MAIN LEVEL TECHNOLOGY PLAN
FLAG NOTES:
1 55" LED/LCD 4K DISPLAY. PROVIDE
SONY OR EQUAL. MOUNT AT 60" O.C.
AFF WITH CHIEF MFG TILT MOUNT.
FLUSH MOUNT 6.5" IN-CEILING
LOUDSPEAKER. HOMERUN CABLING TO
AV EQUIPMENT RACK. RE:
LOUDSPEAKER SCHEDULE/T0.1. RE:
DIAGRAM E/T4.0 FOR MOUNTING.
75" 4K LED/LCD DISPLAY - MOUNT ON
MOBILE DISPLAY CART. RE: DIAGRAM
1/T3.1.
MOBILE DISPLAY CART. PROVIDE
MIDDLE ATLANTIC DS-1000SC-AL OR
EQUAL.
16RU AV EQUIPMENT RACK - WALL
MOUNT. PROVIDE MIDDLE ATLANTIC
BRK16 OR EQUAL. RE: DIAGRAM 3/T3.2
FOR RACK ELEVATION.
AV INPUT/OUTPUT 4K TRANSCEIVER
WALL PLATE WITH (2) HDMI INPUT AND
(1) HDMI OUTPUT. PROVIDE 2-GANG
DEEP OUTLET BOX AT 18" A.F.F.
HOMERUN CABLING TO EQUIPMENT
RACK. RE: DIAGRAM B/T4.0.
AV SYSTEM CONTROLLER. PROVIDE
2-GANG OUTLET BOX AT 48" AFF.
HOMERUN CABLING TO AV EQUIPMENT
RACK. RE: DIAGRAM H/T4.0.
AV INPUT WALL PLATE WITH (1) HDMI.
PROVIDE 2-GANG OUTLET BOX W/
SINGLE-GANG FACEPLATE AT 18" A.F.F.
WIRELESS ACCESS POINT (WAP).
CONNECT TO AV SYSTEM POE SWITCH.
RE: DIAGRAM 1/T3.1.
PROVIDE CONDUIT SLEEVES THROUGH
WALLS TO STRUCTURE TO FACILITATE
CABLING. PROVIDE FIRESTOPPING AS
REQUIRED.
ALL LOW VOLTAGE CONDUIT STUBBED
OUT ABOVE FINISHED CEILINGS SHALL
HAVE LONG RADIUS SWEEPS.
CABLE TIES SHALL BE RELEASABLE
AND COMPOSED OF HOOK AND LOOP,
RUBBER, OR SOFT POLYMER. ZIP-TIES
OR EQUAL SHALL NOT BE USED.
ROUTE ALL CABLING NOT IN CONDUIT VIA
J-HOOOKS, ARLINGTON LOOP OR
LSLINGS SUSPENDED FROM
STRUCTURE. CABLING SHALL NOT RUN
UNSOPPORTED FOR LENGTHS GREATER
THAN 5'-0".
1.
2.
3.
4.
TECHNOLOGY NOTES:
1
2
3
4
5
6
7
8
ISSUE: DATE:
9
M
MAV
AV
AV
S S
S SS
SSSS
S
CKJJ
A
C
E
B
D
1 2 3 4 5 6 7 8 9
STAIR
201
STOR
202
STAIR
203
NARTHEX
204
VEST
205
NAVE
206
SANCTUARY
207
VESTING /
SACRISTY
208
ALTAR
SERVER
VESTING
209
3
4
5
4
5
5
6
6
3
8
9 ,TYP.
6
6SW
7
7
1
2
LS-1 LS-1
LS-1
LS-1
LS-1
LS-1
LS-3
LS-3
LS-3
LS-3
ZONE 2
1
2
1
2
3
SW(4) 2"C STUBBED OUT
BELOW FLOOR.
LS-2
LS-2
LS-4
LS-4
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:30 AMT2.6
SANCTUARY
LEVEL
TECHNOLOGY
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
SANCTUARY LEVEL TECHNOLOGY PLAN
FLAG NOTES:
1 35RU AV EQUIPMENT RACK - FLOOR
STANDING. PROVIDE MIDDLE ATLANTIC
ERK-3525KD OR EQUAL. RE: DIAGRAM
1/3.2 FOR RACK ELEVATION.
ALTAR JUNCTION BOX (AJB). SIZE AS
REQUIRED.
COLUMN LOUDSPEAKER ARRAY - WALL
MOUNT. HOMERUN CABLING TO AJB.
COORDINATE WITH ELECTRICAL. RE:
LOUDSPEAKER SCHEDULE/T0.1. RE:
DIAGRAM J/T4.0 FOR MOUNTING.
DUAL XLR MIC INPUT PLATE - FLUSH
MOUNT ON FACE OF SANCTUARY
STAIRS. PROVIDE 2-GANG OUTLET BOX
WITH 1 GANG MUD RING. HOMERUN
CABLING TO AJB. RE: DIAGRAM D/T4.0.
RE: DIAGRAM K/T4.0 FOR LABELING
SCHEDULE.
AV INPUT FLOOR POCKET. PROVIDE
ACE BACKSTAGE 122SLBK FULL SIZE
FLOOR POCKET. ROUTE (2) 2" CONDUIT
TO AJB. RE: DIAGRAM C/T4.0. RE:
DIAGRAM K/T4.0 FOR LABELING
SCHEDULE.
STAIRSTEP LOUDSPEAKER - RECESS IN
FACE OF SANCTUARY STAIRS.
HOMERUN LOUDSPEAKER CABLING TO
AJB. RE: LOUDSPEAKER
SCHEDULE/T0.1.
POWERED SUBWOOFER - FLOOR
STANDING. RECESS INTO CABINETRY
BEHIND WALL. PROVIDE ACOUSTICALLY
TRANSPARENT COVER/GRILLE IN WALL.
HOMERUN CABLING TO AJB. RE:
LOUDSPEAKER SCHEDULE/T0.1. RE:
DIAGRAM 4/T3.2 FOR MOUNTING.
AV SYSTEM CONTROLLER. PROVIDE
2-GANG OUTLET BOX AT 48" AFF.
HOMERUN CABLING TO AJB. RE:
DIAGRAM 1/T3.0.
6.5" IN-CEILING LOUDSPEAKER - FLUSH
MOUNT. HOMERUN CABLING TO AJB.
RE: LOUDSPEAKER SCHEDULE/T0.1. RE:
DIAGRAM E/T4.0 FOR MOUNTING.
2
3
4
5
6
PROVIDE CONDUIT SLEEVES THROUGH
WALLS TO STRUCTURE TO FACILITATE
CABLING. PROVIDE FIRESTOPPING AS
REQUIRED.
ALL LOW VOLTAGE CONDUIT STUBBED
OUT ABOVE FINISHED CEILINGS SHALL
HAVE LONG RADIUS SWEEPS.
CABLE TIES SHALL BE RELEASABLE
AND COMPOSED OF HOOK AND LOOP,
RUBBER, OR SOFT POLYMER. ZIP-TIES
OR EQUAL SHALL NOT BE USED.
ROUTE ALL CABLING NOT IN CONDUIT VIA
J-HOOOKS, ARLINGTON LOOP OR
LSLINGS SUSPENDED FROM
STRUCTURE. CABLING SHALL NOT RUN
UNSOPPORTED FOR LENGTHS GREATER
THAN 5'-0".
1.
2.
3.
4.
TECHNOLOGY NOTES:
7
8
9
ISSUE: DATE:
AV CK
MMMAV
AV
J
A
C
B
D
1 2 3 4 5 6 7 8
9
5
3
4
6
5
5
7
6
8
8
(2) 2" C. ROUTED
ABOVE CEILING.
3
4
5
2
1
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:36 AMT2.7
CHOIR LOFT
TECHNOLOGY
PLANST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 3/16" = 1'-0"
CHOIR LOFT LEVEL TECHNOLOGY PLAN
FLAG NOTES:
1
2
3
4
5
8RU AV EQUIPMENT RACK - FLOOR
STANDING. PROVIDE MIDDLE ATLANTIC
OBRK8 OR EQUAL. RE: DIAGRAM 2/T3.2
FOR RACK ELEVATION.
ALTAR JUNCTION BOX (AJB). SIZE AS
REQUIRED.
AV INPUT WALL PLATE WITH (1) HDMI.
PROVIDE 2-GANG OUTLET BOX W/
SINGLE-GANG FACEPLATE AT 18" A.F.F.
RE: DIAGRAM 1/T3.0. RE: DIAGRAM
C/T4.0.
AV SYSTEM CONTROLLER. PROVIDE
2-GANG OUTLET BOX AT 48" AFF.
HOMERUN CABLING TO AJB. RE:
DIAGRAM 1/T3.0.
DUAL XLR MIC INPUT PLATE. PROVIDE
2-GANG OUTLET BOX WITH 1 GANG
MUD RING. HOMERUN CABLING TO AJB.
RE: DIAGRAM D/T4.0.
LCD VIDEO PROJECTOR WITH LONG
THROW LENS, 6000 LUMEN MINIMUM
BRIGHTNESS AND WUXGA
RESOLUTION. PROVIDE EPSON OR
EQUAL. SUSPEND FROM CEILING. RE:
DIAGRAM 1/T3.0. RE: DIAGRAM G/T4.0
FOR MOUNTING.
PTZ IP CAMERA. PROVIDE VADDIO
"ROBOSHOT 30 HD-SDI" OR EQUAL.
SEMI-RECESS IN FACE OF CHOIR LOFT
BALCONY IN VADDIO "999-2225-118"
BACK BOX. RE: ARCHITECTURAL
PLANS. RE: DIAGRAM 1/T3.0.
130" MOTORIZED PROJECTION SCREEN
- SURFACE MOUNT BEHIND
SANCTUARY ARCH. PROVIDE 4-FEET OF
EXTRA BLACK DROP. SCREEN
CONTROLLED BY RELAY VIA CONTROL
SYSTEM. HOMERUN CABLING TO AJB.
COORDINATE WITH ELECTRICAL. RE:
DIAGRAM 1/T3.0. RE: DIAGRAM F/T4.0
FOR MOUNTING.
PROVIDE CONDUIT SLEEVES THROUGH
WALLS TO STRUCTURE TO FACILITATE
CABLING. PROVIDE FIRESTOPPING AS
REQUIRED.
ALL LOW VOLTAGE CONDUIT STUBBED
OUT ABOVE FINISHED CEILINGS SHALL
HAVE LONG RADIUS SWEEPS.
CABLE TIES SHALL BE RELEASABLE
AND COMPOSED OF HOOK AND LOOP,
RUBBER, OR SOFT POLYMER. ZIP-TIES
OR EQUAL SHALL NOT BE USED.
ROUTE ALL CABLING NOT IN CONDUIT VIA
J-HOOOKS, ARLINGTON LOOP OR
LSLINGS SUSPENDED FROM
STRUCTURE. CABLING SHALL NOT RUN
UNSOPPORTED FOR LENGTHS GREATER
THAN 5'-0".
1.
2.
3.
4.
TECHNOLOGY NOTES:
6
7
8
ISSUE: DATE:
LAN
LAN
AV
AV
AV
M
M
M
M
M
LA
MIC
S14/2
RS232
HDMI
R18/2
CAT6
1. INSTALLERS SHALL HOLD CURRENT CERTIFICATION
BY INFOCOMM INTERNATIONAL AS CTS AND/OR
CTS-I AND HOLD MANUFACTURER CERTIFICATIONS
FOR PRODUCTS BEING INSTALLED.
2. CONTRACTOR TO PROVIDE ALL NECESSARY
APPURTENANCES TO ENSURE A FULLY
FUNCTIONING SYSTEM.
3. CONTRACTOR TO PROVIDE WIRELESS
MICROPHONE ANTENNA EXTENSIONS AND ALL
NECESSARY APPURTENANCES TO ACHIEVE
WIRELESS COVERAGE IN THE MEETING ROOMS.
4. ALL NETWORK EQUIPMENT TO BE PROVIDED BY
OWNER UNLESS NOTED OTHERWISE.
5. CONTRACTOR SHALL PROVIDE EQUIPMENT RACK
RACKING, RACK MOUNT POWER, MOUNTING
ACCESSORIES AND VENTILATION EQUIPMENT FOR
AV SYSTEM.
6. LIGHT LINE WEIGHT INDICATES EXISTING OR OFCI
EQUIPMENT.
NOTES:
1. THE SANCTUARY AUDIOVISUAL SYSTEM CONSISTS
OF AN IP-BASED 4K VIDEO MATRIX SWITCHING
SYSTEM AND AN AUDIO SYSTEM WITH INPUTS THAT
INCLUDE AUDIO-FROM-VIDEO VIA DANTE,
LINE-LEVEL SOURCES, AND MICROPHONES.
2. THE SYSTEM INCLUDES:
2.1. TOUCH SCREENS FOR CONTROL.
2.2. AV FLOOR BOXES AND WALL PLATES WITH
HDMI INPUTS.
2.3. A BLU-RAY PLAYER.
2.4. MICROPHONES IN THE CHOIR LOFT AND ALTAR.
2.5. EXISTING 12x8 AUDIO DSP.
2.6. A DANTE BRIDGE TO TAKE AUDIO FROM VIDEO
SOURCES INTO THE DSP.
2.7. VIDEO RECEIVER ROOM BOXES TO CONTROL
PROJECTORS AND PROJECTION SCREENS.
2.8. FOLDBACK VIDEO DISPLAY AT LECTERN.
2.9. OFE PC FOR RECORDING/STREAMING.
2.10. A USB AUDIO BRIDGE TO SEND AUDIO TO THE
PC FROM THE DSP.
2.11. STEERABLE LINEAR COLUMN LOUDSPEAKERS
AND POWERED SUBWOOFERS.
2.12. DISTRIBUTED CEILING LOUDSPEAKERS.
3. THE CONTROL SYSTEM SHALL AUTOMATE
AUDIOVISUAL FUNCTIONS WITH ONE-TOUCH
COMMANDS ISSUED FROM THE TOUCH PANELS.
4. THE AV SYSTEM SHALL BE CONTROLLED VIA WALL
MOUNT TOUCH SCREEN. TOUCH SCREEN SHALL
PROVIDE THE USER THE ABILITY TO:
4.1. POWER ON/OFF ALL DEVICES W/ ONE PRESS.
4.1.1. AUDIO SYSTEM
4.1.2. PROJECTORS AND PROJECTION SCREENS.
4.1.3. VIDEO SYSTEM COMPONENTS
4.2. SWITCH VIDEO SOURCES.
4.3. ADJUST AUDIO LEVEL UP/DOWN AND MUTE.
AV SYSTEM NOTES:
FLOORBOX 1
ACE BACKSTAGE
122SLBK
FULL FLOOR POCKET
HDMI
MIC/LINE 1
MIC/LINE 2
HDMI
OUT
OUT
ROOM BOX
AURORA MULTIMEDIA
VLX-TC1-C
4K TRANCEIVER
LAN HDMI
RS232
PROJECTION SCREEN 1
DA-LITE
TENS COSMO ELECTROL 34492
130" DIAG IN-CEILING
RLY UP
RLY DOWN
PROJECTOR 1
EPSON
G7905U
4K WUXGA W/ LONG THROW LENS
HDMI
RS232
HDMI
POE SWITCH
NETGEAR
GS108PE
8-PORT POE SWITCH
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LANPTZ CAMERA
VADDIO
ROBOSHOT 30-HD-SDI
VIDEO RECORDING
POE
HDMI
LS3
16Ω
2
LS3
16Ω
STAIRSTEPLOUDSPEAKERS COLUMN ARRAY
LOUDSPEAKER
RENKUS-HEINZ
IC16-R-II
POWERED COLUMN ARRAY
IN
SUBWOOFER
RENKUS-HEINZ
CF12S-5
POWERED SUBWOOFER
IN
BLU-RAY PLAYER
SONY
HDMI
HDMI
LA
LA
LA
HDMI
RS232
CAT6
TOUCH SCREEN
CONTROL PANEL
AURORA MULTIMEDIA
QXT-500
CHOIR LOFT
POE
MIC
MIC
MIC
MIC
MIC
MIC
MIC
MIC
MIC
MIC
VIDEO FOLDBACK DISPLAY
TOTEVISION
LED-709HD
7" LED/LCD MONITOR
HDMI
POE SWITCH
CISCO
WS-C2960S-24PS-L
24-PORT POE SWITCH
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
CAT6
HDMI
RS232
FLOORBOX 2
ACE BACKSTAGE
122SLBK
FULL FLOOR POCKET
HDMI
MIC/LINE 3
MIC/LINE 4
HDMI
OUT
OUT
FLOORBOX 3
ACE BACKSTAGE
122SLBK
FULL FLOOR POCKET
HDMI
MIC/LINE 5
MIC/LINE 6
HDMI
OUT
OUT
HDMI
HDMI
CAT6
AT AMBO / LECTERN.
HDMI
PC
EXISTING
HDMI
USB
LAN
7.5W
LS1
6
7.5W
LS1 NARTHEXS14/2
S14/2
MIC WALL PLATE 1
CUSTOM
DUAL XLR INPUT
MIC 11
MIC 12
OUT
OUT
MIC WALL PLATE 2
CUSTOM
DUAL XLR INPUT
MIC 13
MIC 14
OUT
OUT
MIC WALL PLATE 3
CUSTOM
DUAL XLR INPUT
MIC 15
MIC 16
OUT
OUT
MIC STAIR PLATE
CUSTOM
DUAL XLR INPUT
MIC 7
MIC 8
OUT
OUT
MIC STAIR PLATE
CUSTOM
DUAL XLR INPUT
MIC 9
MIC 10
OUT
OUT
CAT6
CAT6
COLUMN ARRAY
LOUDSPEAKER
RENKUS-HEINZ
IC16-R-II
POWERED COLUMN ARRAY
IN
SUBWOOFER
RENKUS-HEINZ
CF12S-5
POWERED SUBWOOFER
IN
CAT6
LS3
16Ω
2
LS3
16Ω
STAIRSTEPLOUDSPEAKERSS14/2
AMPLIFIER
CROWN
CTs 3000
EXISTING
IN1
IN2
1250W
8Ω
1250W
8Ω
AMPLIFIER
ASHLY
NX 752
POWER AMPLIFIER
IN1
IN2
75W
70V
75W
70V
LA
LA
1
1
BREAK-IN BOX
BSS
BLU-BIB
INPUT EXPANDER
IN1
IN2
IN3
IN4
IN5
IN6
IN7
IN8
BLU LINK
BLU LINK
AUDIO DSP
CRESTRON
BLU-100
EXISTING
IN1
IN2
IN3
IN4
IN5
IN6
IN7
IN8
IN9
IN10
IN11
IN12
BLU LINK
OUT1
OUT2
OUT3
OUT4
OUT5
OUT6
OUT7
OUT8
LAN
LA
LA
LA
LA
LA
LA
1
2
3
1
2
3
4
5
HDMI
LA
LA
LA
LA
LA
LA
ASSISTED LISTENING TX
LISTEN TECHNOLOGIES
LT-803-072
RF AUDIO TRANSMITTER
LINE IN
LA
PROJECTION SCREEN 2
DA-LITE
TENS COSMO ELECTROL 34492
130" DIAG IN-CEILING
RLY UP
RLY DOWN
BLU LINK
R18/2
R18/2
CAT6
USB INTERFACE
BSS
BLU-USB
BLU-LINK > USB
BLU LINK
BLU LINK USB
CAT6
CAT6
CAT6
PROJECTOR 2
EPSON
G7905U
4K WUXGA W/ LONG THROW LENS
HDMI
RS232
ROOM BOX
AURORA MULTIMEDIA
VLX-TC1-C
4K TRANCEIVER
LAN HDMI
RS232
WALL PLATE
AURORA MULTIMEDIA
VLX-TCW2V-C-B
4K TRANCEIVER
HDMI
HDMI
POE
HDMI
ROOM BOX
AURORA MULTIMEDIA
VLX-TC1-C
4K TRANCEIVER
HDMI POE
TOUCH SCREEN
CONTROL PANEL
AURORA MULTIMEDIA
QXT-500
ALTAR
POE LAN
TRANSCEIVER
AURORA MULTIMEDIA
VLX-TCW2V-C-B
4K TRANCEIVER
HDMI LAN
TRANSCEIVER
AURORA MULTIMEDIA
VLX-TCW2V-C-B
4K TRANCEIVER
HDMI LAN
TRANSCEIVER
AURORA MULTIMEDIA
VLX-TCW2V-C-B
4K TRANCEIVER
HDMI LAN
TRANSCEIVER
AURORA MULTIMEDIA
VLX-TCW2V-C-B
4K TRANCEIVER
HDMI LAN
CAT6
CAT6
CAT6
CAT6
ROOM BOX
AURORA MULTIMEDIA
VLX-TC1-C
4K TRANCEIVER
LAN HDMI
ROOM BOX
AURORA MULTIMEDIA
VLX-TC1-C
4K TRANCEIVER
LAN HDMI
CAT6
CAT6
CAT6
CAT6
R18/2
R18/2
USB
DANTE BRIDGE
BSS
BLU-DAN
AUDIO TRANSCEIVER
BLU-LINK
BLU-LINK
DANTE
CTRL PROCESSOR
AURORA
QXP-2
QUAD-CORE
LAN RLY 1
RLY 2
RS232
CAT6 CAT6CAT6CAT6
CAT6
CAT6 CAT6R18/2
R18/2
RS232
RS232 RS232
CAT6TO RACK SWITCH
TO RACK SWITCH LEFTRIGHTLEFTRIGHTLOCATE IN 35RU AV EQUIPMENT RACK
IN SANCTUARY. PROVIDE MIDDLE
ATLANTIC ERK-3525KD OR EQUAL.
LOCATE EQUIPMENT IN 8RU AV
EQUIPMENT RACK AT CHOIR LOFT.
PROVIDE MIDDLE ATLANTIC OBRK8
OR EQUAL.
TO RACK SWITCH
TO RACK SWITCH
TO RACK SWITCH
LINE LEVEL AUDIO
MIC LEVEL AUDIO
CONTROL (SERIAL)
SPEAKER LEVEL AUDIO (GAUGE/QTY)
PREFAB HDMI CABLE
CATEGORY 6 - 4PR UTP
CONTROL (LV RELAY; GAUGE/QTY)
TO DSP
TO DSP
TO DSP
TO DSP
TO DSP
TO DSP
FROM FLOORBOX 1
FROM FLOORBOX 1
FROM FLOORBOX 2
FROM FLOORBOX 2
FROM FLOORBOX 3
FROM FLOORBOX 3
TO BLU-USB
FROM DSP
TO BLU-BIB
FROM BLU-USBCHOIR LOFTSANCTUARYTO CTRL PROC
TO CTRL PROC
TO CTRL PROC
TO CTRL PROC
TO RACK SWITCH
PROJ
SCRN UP
PROJ
SCRN
DOWN
TO DSP
TO CTRL PROC
LINETYPE LEGEND:
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:37 AMT3.0
TECHNOLOGY
FUNCTIONAL
DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: NONE1
AUDIOVISUAL FUNCTIONAL DIAGRAM -
SANCTUARY
ISSUE: DATE:
LAN
125W
70V
125W
70V
125W
70V
125W
70V
125W
70V
125W
70V
125W
70V
125W
70V
M
CK
AV
LA
MIC
S16/2
IR
HDMI
CAT6
1. INSTALLERS SHALL HOLD CURRENT CERTIFICATION
BY INFOCOMM INTERNATIONAL AS CTS AND/OR
CTS-I AND HOLD MANUFACTURER CERTIFICATIONS
FOR PRODUCTS BEING INSTALLED.
2. CONTRACTOR TO PROVIDE ALL NECESSARY
APPURTENANCES TO ENSURE A FULLY
FUNCTIONING SYSTEM.
3. CONTRACTOR TO PROVIDE WIRELESS
MICROPHONE ANTENNA EXTENSIONS AND ALL
NECESSARY APPURTENANCES TO ACHIEVE
WIRELESS COVERAGE IN THE MEETING ROOMS.
4. ALL NETWORK EQUIPMENT TO BE PROVIDED BY
OWNER UNLESS NOTED OTHERWISE.
5. CONTRACTOR SHALL PROVIDE EQUIPMENT RACK
RACKING, RACK MOUNT POWER, MOUNTING
ACCESSORIES AND VENTILATION EQUIPMENT FOR
AV SYSTEM.
NOTES:
1. THE MAIN LEVEL AUDIOVISUAL SYSTEM CONSISTS
OF THREE (3) PORTABLE DISPLAYS AND AN AUDIO
SYSTEM WITH INPUTS THAT INCLUDE
AUDIO-FROM-VIDEO AND MICROPHONES.
2. THE SYSTEM INCLUDES:
2.1. AUDIO CONTROL PANELS.
2.2. AN IPAD FOR VIDEO CONTROL.
2.3. SEVEN (7) AV TRANCEIVER WALL PLATES WITH
HDMI INPUTS AND OUTPUTS.
2.4. A WIRELESS MICROPHONE SYSTEM IN EACH
MEETING ROOM.
2.5. AN AUDIO DSP W/ A DANTE BRIDGE.
2.6. THREE (3) LCD/LED VIDEO DISPLAYS ON
PORTABLE VIDEO CARTS.
2.7. RACK-MOUNTED AUDIO RECORDER.
2.8. DISTRIBUTED IN-CEILING LOUDSPEAKERS.
3. AUDIO ALWAYS FOLLOWS VIDEO.
4. THE VIDEO SYSTEM SHALL BE CONTROLLED VIA
IPAD. THE IPAD WILL CONNECT TO THE CONTROL
PROCESSOR THROUGH DEDICATED WIFI
CONNECTION. THE WIFI CONNECTION WILL BE
PROVIDED THROUGH A WIRELESS ACCESS POINT
SEPARATE FROM THE BUILDING DATA SYSTEM. THE
IPAD WILL CONTROL:
4.1. SOURCE AND OUTPUT SELECTION.
4.2. ENCODER/DECODER STATE OF EACH WALL
PLATE.
5. A WALL PLATE SET IN ENCODER MODE CAN
RECEIVE A VIDEO SIGNAL THROUGH ONE OF THE
HDMI INPUTS. A WALL PLATE SET IN DECODER
MODE CAN SEND A VIDEO SIGNAL TO ONE OF THE
PORTABLE DISPLAY CARTS THROUGH THE HDMI
OUTPUT.
6. AUDIO SIGNALS ARE TRANSMITTED FROM EACH
AURORA WALL PLATE TO THE AUDIO DSP AND
FROM THE DSP TO THE AMPLIFIER THROUGH THE
DANTE BRIDGE.
7. THE AUDIO SYSTEM SHALL BE CONTROLLED VIA
WALL MOUNT CONTROL PANELS. EACH CONTROL
PANEL SHALL PROVIDE THE USER THE ABILITY TO:
7.1. ADJUST AUDIO LEVEL UP/DOWN AND MUTE.
7.2. SELECT PROGRAMMED AUDIO ZONES.
AV SYSTEM NOTES:
POE SWITCH
CISCO
WS-C2960S-24PS-L
24-PORT POE SWITCH
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
LAN
15W
LS1
2
15W
LS1 MEETINGROOM 101WIRELESS MIC
SHURE
SLX124/85/SM58
COMBO SYSTEM
OUT
1
AUDIO DSP
BSS
BLU-100
DIGITAL SIGNAL PROCESSOR
IN1
IN2
IN3
IN4
IN5
IN6
IN7
IN8
IN9
IN10
IN11
IN12
BLU LINK
OUT1
OUT2
OUT3
OUT4
OUT5
OUT6
OUT7
OUT8
AMPLIFIER
ASHLY
PEMA 8125
W/ DANTE CARD
DANTE
15W
LS1
2
15W
LS1 MEETINGROOM 10215W
LS1
2
15W
LS1 MEETINGROOM 10315W
LS1
2
15W
LS1 MEETINGROOM 10415W
LS1
2
15W
LS1 MEETINGROOM 10515W
LS1
2
15W
LS1 MEETINGROOM 10615W
LS1
2
15W
LS1 MEETINGROOM 107CAT6
LED/LCD DISPLAY
SONY OR EQUAL
75" 4K PORTABLE DISPLAY
HDMI
IR
HDMI
IR
AUDIO CONTROL
PANEL
BSS
EC-8BV
WALL MOUNT
POE LAN CAT6
MIC
MIC
MIC
MIC
MIC
MIC
MIC
MIC
CAT6
CAT6
CAT6
CAT6
CAT6
CAT6
CAT6
AUDIO RECORDER
DENON
DN-700R
NETWORK RECORDER
LINE IN
LAN
LA
WALL PLATE
AURORA MULTIMEDIA
VLX-TCW2H-C
TRANCEIVER
HDMI1
HDMI2
HDMI
IR
DANTE
CAT6
CAT6
S16/2
S16/2
S16/2
S16/2
S16/2
S16/2
S16/2
CAT6
CAT6
CAT6
CAT6
CAT6
CAT6
CAT6
LA
ASSISTED LISTENING TX
LISTEN TECHNOLOGIES
LT-803-072
RF AUDIO TRANSMITTER
LINE IN
CAT6
CAT6
CAT6
CAT6
DANTE BRIDGE
BSS
BLU-DAN
AUDIO TRANSCEIVER
BLU LINK
DANTE
CAT6
CTRL PROCESSOR
AURORA
QXP-2
QUAD-CORE
LAN
WIRELESS
ACCESS POINT
NETGEAR
WAC510-100NAS
LOCATE AT RACK
LAN
CAT6
CAT6
IPAD
APPLE
VIDEO SYSTEM CTRL
TO POE SWITCH
TO POE SWITCH
TO DSP
FROM MEETING
ROOM 101 MIC
FROM MEETING
ROOM 102 MIC
FROM MEETING
ROOM 103 MIC
FROM MEETING
ROOM 104 MIC
FROM MEETING
ROOM 105 MIC
FROM MEETING
ROOM 106 MIC
FROM MEETING
ROOM 107 MIC
TO MEETING ROOM
101 CONTROL
TO MEETING ROOM
102 CONTROL
TO MEETING ROOM
103 CONTROL
TO MEETING ROOM
104 CONTROL
TO MEETING ROOM
105 CONTROL
TO MEETING ROOM
106 CONTROL
TO MEETING ROOM
107 CONTROL
LOCATE IN 16RU AV EQUIPMENT
RACK IN STORAGE 122. PROVIDE
MIDDLE ATLANTIC MRR-1620 OR
EQUAL.
TO MEETING ROOM
101 WALL PLATE
TO MEETING ROOM
102 WALL PLATE
TO MEETING ROOM
103 WALL PLATE
TO MEETING ROOM
104 WALL PLATE
TO MEETING ROOM
105 WALL PLATE
TO MEETING ROOM
106 WALL PLATE
TO MEETING ROOM
107 WALL PLATE
LOCATE IN MEETING
ROOM.TYPICAL OF 7 .
MOUNT ON PORTABLE
VIDEO CART.TYPICAL OF 3 .
LINE LEVEL AUDIO
MIC LEVEL AUDIO
CONTROL (INFRARED BLASTER)
SPEAKER LEVEL AUDIO (GAUGE/QTY)
PREFAB HDMI CABLE
CATEGORY 6 - 4PR UTP
LINETYPE LEGEND:
AV LED/LCD DISPLAY
SONY OR EQUAL
55" 4K PORTABLE DISPLAY
HDMI
IR
HDMI
IR
WALL PLATE
CUSTOM
HDMI HDMI
IR
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:39 AMT3.1
TECHNOLOGY
FUNCTIONAL
DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: NONE1
AUDIOVISUAL FUNCTIONAL DIAGRAM -
MEETING ROOMS LEVEL
ISSUE: DATE:
SCALE: NONE2
AUDIOVISUAL FUNCTIONAL DIAGRAM -
CONFERENCE ROOM 112
VESTING /
SACRISTY
208
LOUDSPEAKER GRILLE. WOOD FRAME
COVERED WITH ACOUSTICALLY
TRANSPARENT FABRIC.
2x4 WOOD FRAME CONSTRUCTION.
PROVIDE 3" BATT FIBERGLASS
INSULATION AROUND
SUBWOOFER.
1'-9"
F.O.
2'-1 1_
8"
F.O.
PROVIDE 3/4" MDF PLYWOOD ON
OUTSIDE OF ENCLOSURE. PROVIDE
REMOVABLE FASTENERS TO ALLOW
SERVICE.
POWERED SUBWOOFER. REFER TO
LOUDSPEAKER SCHEDULE FOR
INFORMATION. COORDINATE
ELECTRICAL RECEPTACLE W/ E.C.
1'-83_
4"
2'-33_
8"
2'-05_
8"
2'-1 1_
8"
1'-73_
4"
1'-61_
2"
B
-
A
-
FRONT ELEVATIONSECTION
PLAN VIEW
B A
--
1
2
3
4
5
6
7
8
BREAK-IN BOX
BLANK
8-PORT POE SWITCH 8U FLOOR STANDING EQUIPMENT
CABINET WITH OAK WOOD FINISH.
PROVIDE MIDDLE ATLANTIC OBRK8 OR
EQUAL. PROVIDE FAN TOP AND
LOCKING FRONT DOOR.
AV EQUIPMENT RACK
PDU
BLANK
BLANK
BLANK
BLANK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
BLU-RAY PLAYER
VIDEO SWITCHER/
CONTROL PROCESSOR
AUDIO DSP
PDU
24-PORT POE SWITCH
BLANK
BLANK
BLANK
BLANK
BLANK
BLANK 35RU FLOOR STANDING EQUIPMENT RACK.
PROVIDE MIDDLE ATLANTIC ERK-3525KD OR
EQUAL. PROVIDE FAN TOP AND LOCKING
FRONT DOOR.
AV EQUIPMENT RACK
ASSISTED LISTENING TX
AUDIO AMPLIFIER
AUDIO AMPLIFIER
OWNER PC
STORAGE DRAWER
BLANK
BLANK
BLANK
BLANK
BLANK
BLANK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
AMPLIFIER
AUDIO RECORDER
BLANK
BLANK
AUDIO DSP
PDU
BLANK
24-PORT POE SWITCH
16U WALL MOUNT EQUIPMENT CABINET.
PROVIDE MIDDLE ATLANTIC MRR-1620 OR
EQUAL. PROVIDE FAN TOP AND LOCKING
FRONT DOOR.6'-6" AFFAV EQUIPMENT RACK
STORAGE DRAWER
BLANK
BLANK
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:42 AMT3.2
TECHNOLOGY
ELEVATIONS
AND SECTIONSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOSCALE: 1" = 1'-0"4
ENLARGED SUBWOOFER ENCLOSURE
DIAGRAM
SCALE: NONE2RACK ELEVATION -CHOIR LOFT
SCALE: NONE1RACK ELEVATION - SANCTUARY
SCALE: NONE3RACK ELEVATION - MAIN LEVEL
ISSUE: DATE:
COMMUNICATIONS OUTLET BOX DIAGRAM
THREADED NIPPLE
WITH PROTECTIVE
BUSHING.
COMMUNICATIONS CABLING.
CONDUIT PATHWAY,UP
OR DOWN FROM OUTLET
BOX.
SINGLE DEVICE MUD-RING.
ELECTRICAL OUTLET BOX;
4-11/16" x 4-11/16" x 2 1/2".
TYPICAL UNO.
NO SCALE
A
C
S
CEILING SPEAKER MOUNTING DIAGRAM
LOUDSPEAKER TERMINAL BLOCK.
INTEGRAL PLENUM-RATED
BACK-CAN.
FINISHED CEILING.
PROVIDE TILE
BRIDGE FOR LAY-IN
CEILING LOCATIONS.
LOUDSPEAKER CABLING.
SEISMIC RESTRAINT.
ATTACH TO
STRUCTURE ABOVE.
PLAN SYMBOL:NO SCALE
AUDIO CONTROL PANEL DIAGRAM
CK
4PR CAT6 UTP
CABLE (BLUE
JACKET).
1"C. (TYP).
PLAN SYMBOL:NO SCALE
BSS EC-8BV AUDIO
CONTROL KEYPAD.
D
E
PROJECTION SCREEN MOUNTING DETAIL
STRUCTURAL BEAM
SCREEN ROLLER.
SCREEN HOUSING.
NO SCALE
AV
PROJECTOR MOUNT DIAGRAM - HARD CEILING
PROJECTOR.
CEILING PLATE.
PLAN SYMBOL:NO SCALE
1 1/2" THREADED NPT
COLUMN. SIZE AS REQUIRED.
CHIEF RPA MOUNTING
BRACKET.
F
G
H TYPICAL MIC INPUT PLATE DIAGRAM
1"C. (TYP).
PLAN SYMBOL:NO SCALE
(2) 22/2C-SHIELDED
MIC/LINE CABLE, GRAY
JACKET, TYPICAL.
CUSTOM WALL PLATE W/
(2) XLR-F JACKS.
PROVIDE STATINLESS
STEEL TRIM PLATE.
M
MIC #
MIC #
MIC 11
MIC 12
MIC 13
MIC 14
MIC 15
MIC 16
MIC 7 MIC 8 MIC 9 MIC 10
S
LOUDSPEAKER COLUMN ARRAY MOUNTING DIAGRAM
PLAN SYMBOL:NO SCALE
1'-0"6' - 2 3/4"9' - 0"10' - 0"RENKUS-HEINZ INCONYX IC16-R-II
LOUDSPEAKER ARRAY.
FINISHED FLOOR.
20A DUPLEX RECEPTACLE.
COORDINATE WITH ELECTRICAL.
J
AV/MIC INPUT PLATE LABELING SCHEDULE
NO SCALE
M M1 2
M 3 M 4 M 5
AV 1
MIC /
LINE 1
MIC /
LINE 2
K
MOUNTING BRACKET, TYP OF 2.
DATA 1 HDMI
IN 1
HDMI
IN 2
AV OUTLET BOX.
RMC BOX. PROVIDE CRESTRON
DM-RMC-SCALER-C OR EQUAL.
RS232 SERIAL
CONTROL CABLE.
PREFABRICATED
HDMI CABLE.
PROVIDE 2-GANG OUTLET BOX.
CRESTRON DM-8G+.
AV
MEETING ROOM AV WALL PLATE DIAGRAM
PLAN SYMBOL:NO SCALE
AURORA -VLX-TCW2H-C
TRANCEIVER WALLPLATE.
1"C.4PR CAT6 STP CABLE
(BLUE JACKET).
B
PROVIDE 2-GANG THERMOPLASTIC
DECORA FACEPLATE. COORDINATE
FINISH WITH ARCHITECT.
SANCTUARY AV FLOOR POCKET DIAGRAM
PLAN SYMBOL:NO SCALE AV
ACE BACKSTAGE 122SLBK
FULL STAGE POCKET WITH
BLACK FINISH.ACE BACKSTAGE CONNECTRIX
#PNL-106 FULL STAGE POCKET
POCKET PANEL.
ACE BACKSTAGE #PE FULL
STAGE POCKET DUPLEX
RECEPTACLE. COORDINATE
WITH ELECTRICAL.
ACE BACKSTAGE
CONNECTRIX #C-15142 HDMI
CONNECTOR, TYP. OF 3.
NEUTRIK NCJ9FI-S COMBO
XLR AND 1/4" STEREO JACK
CONNECTOR, TYP. OF 2.
ACE BACKSTAGE CONNECTRIX
#NE8FDY-C6-B CAT6 CONNECTOR.
CABLING PROVIDED OTHERS.
HDMI
OUT 1
AV 1
MIC /
LINE 1
MIC /
LINE 2
DATA 1 HDMI
IN 3
HDMI
IN 4
HDMI
OUT 2
AV 1
MIC /
LINE 1
MIC /
LINE 2
DATA 1 HDMI
IN 5
HDMI
IN 6
HDMI
OUT 3
ALBUQUERQUE |AVON |DENVER |FORT COLLINS
303.278.3820 www ˛bgbuildingworks ˛com
Project No. 9727.00 Copyright 2016
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.
50% DD 10.11.16
100% DD 11.14.16
50% CD 12.20.16
PERMIT DRAWINGS 01.12.17
100% CD 02.15.17
2/10/2017 10:33:56 AMT4.0
TECHNOLOGY
DIAGRAMSST. MARY CATHOLIC CHURCH533 E. MAIN STREETASPEN, COLORADOISSUE: DATE: