REVISIONS
PUBLIC SAFETY BUILDING
PROJECT DESCRIPTION:
TENANT IMPROVEMENT PROJECT AT UCCS FOR THE MILITARY AND STUDENT VETERAN CENTER
REMODEL. THE SCOPE OF THE REMODEL COVERS A RECEPTION AREA, BENEFITS PROCESSING
OFFICES, STUDENT LOUNGE WITH SELF-SERVICE COFFEE BAR, SMALL GROUP MEETING AREAS,
AND STUDENT COMPUTER STATIONS.
EXISTING BUILDING CODE INFORMATION:
ORIGINAL CONSTRUCTION DATE:
2003
CONSTRUCTION TYPE: V-N
SPRINKLERED: NO
OCCUPANCY TYPE(S): B - BUSINESS, AND S-4 - PARKING
FIRE RESISTIVE REQUIREMENTS: 4 HOUR OCCUPANCY SEPARATION
EGRESS REQUIREMENTS: 2 EXITS
EXISTING TENANT SPACE INFORMATION:
AREA: 2,318 SF TOTAL (2,168 SF @ B OCC., THE REST IS ACCESSORY SPACE)
OCCUPANCY: B - BUSINESS
OCCUPANCY LOAD:
22 OCCUPANTS
EXISTING PLUMBING FIXTURE COUNT: 6
FIRE RESISTIVE REQUIREMENTS:
N/A
EGRESS WIDTH: 36" AISLE / 60" CORRIDOR
(EXIST. TO REMAIN)
CHANGE OF OCCUPANT LOAD AT TENANT SPACE INFORMATION:
1. MEANS OF EGRESS IBC 1003
EXISTING (FIRST LEVEL) OCCUPANT LOAD: 5100 / 100= 51 OCCUPANTS (2 EXITS)
DATE
PROJECT TEAM
MECHANICAL & PLUMBING
ENGINEER:
OWNER / TENANT:
UCCS - Veteran Affairs
1420 Austin Bluffs Pkwy
Colorado Springs, CO 80918
Phone: 719-255-3073
Mariness Falcon
Leffingwell Consulting Engineers, Inc.
1315 North El Paso Street
Colorado Springs, CO 80903
Phone: 719-473-5998
Gary Leffingwell
ARCHITECT:
ELECTRICAL ENGINEER:
Tremmel Design Group
201 E. Las Animas Street, Suite 113
Colorado Springs, CO 80903
Phone: 719-623-5641
Mark Tremmel
Sharon Allen
Elizabeth Olney
Chavez Tiffany & Ayers
119 W Cucharras St
Colorado Springs, CO 80903
Phone: 719-636-0021
Josh Ayers
Errick Reynolds
01.29.16
INTERIOR DESIGN:
Senger Design Group
523 S. Cascade Avenue, Suite B
Colorado Springs, CO 80903
Phone: 719-522-1520
Cindy Senger
Beth Vincent
REVISED (FIRST LEVEL) OCCUPANT LOAD: EXISTING BLDG. TO REMAIN = 23 PERSONS
OCCUPANT LOAD CHANGE = 58 PERSONS
(SEE CALC. BELOW)
AREA OF OCCUPANT LOAD CHANGE (OFFICES, LOUNGE, RECEPTION, AND MEETING
SPACES):
OCCUPANCY: B & A
OCCUPANCY LOAD:
OFFICES:
LOUNGE:
MEETING ROOMS & STUDY:
RECEPTION DESK:
SEATED WAITING:
TOTAL OCCUPANTS OF CORRIDOR EXIT=
623 / 100=
591 / 15=
441 / 100=
126 / 100=
47 / 15=
TOTAL:
1/2 PER EXIT=
7 PERSONS
40 PERSONS
5 PERSONS
2 PERSONS
4 PERSONS
58 PERSONS
29 PERSONS
29 PERSONS
ENTRY CANOPY
CORRIDOR EXIT CAN HOLD UP TO 30 PERSONS (MORE THAN 30 OCCUPANTS
REQUIRES THE CORRIDOR TO BE RETROACTIVELY FIRE RATED)
PLUMBING FIXTURE COUNT PROVIDED:
FIRE RESISTIVE REQUIREMENTS:
N/A
EXISTING CORRIDOR EGRESS WIDTH: 5'-0"
6
MAX. PATH OF TRAVEL FOR SINGLE EXIT:
ACTUAL PATH OF TRAVEL:
98 FT
100 FT
FOR
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
Military and Student Veteran Center
Remodel
PROJECT DATA & CODE REVIEW
APPLICABLE CODES
2011 PIKES PEAK REGIONAL BUILDING CODE
2009 INTERNATIONAL BUILDING CODE W/ AMENDMENTS
2009 INTERNATIONAL EXISTING BUILDING CODE W/ AMENDMENTS
2009 INTERNATIONAL ENERGY CONSERVATION CODE W/ AMENDMENTS
2009 INTERNATIONAL MECHANICAL CODE W/ AMENDMENTS
2009 INTERNATIONAL FUEL GAS CODE
2009 INTERNATIONAL PLUMBING CODE
2011 NATIONAL ELECTRICAL CODE / NFPA-70 W/ AMENDMENTS
2009 INTERNATIONAL FIRE CODE
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS
NFPA 14 INSTALLATION OF STANDPIPE, PRIVATE
NFPA 72 NATIONAL FIRE ALARM CODE
NFPA 20 INSTALLATION OF FIRE PUMPS
2009 ICC/ANSI A117.1 ACCESSIBILITY STANDARD
2004 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS
2002 ASME A17.3 SAFETY CODE FOR EXISTING ELEVATORS AND ESCALATORS
2011 FLOODPLAIN REGULATION AMENDMENTS
2.0 FIRE PROTECTION SYSTEMS (IBC CH. 4)
A. OCCUPANT LOAD PER LOAD CHANGE INFORMATION (SEE ABOVE)
B. EXISTING CORRIDOR WIDTH = 60 INCHES (IBC 1005.1)
C. MAXIMUM ALLOWABLE DEAD END CORRIDOR = 20 FEET (IBC 1016.3)
4.0 OTHER LIFE SAFETY CONSIDERATION (MOST STRINGENT SHALL APPLY)
A. CORRIDOR WIDTH (IBC SECTION 1016.2, LSC 32.3.2.3.3)
1. CORRIDOR / AISLE WIDTH (50 OR LESS)
B. DEAD END (IBC SECTION 1016.3, LSC 32.3.2.5.4)
1. DEAD END TRAVEL DISTANCE
PROJECT OWNER
EXIST. 5'-0" WIDTH TO REMAIN
20 FEET MAXIMUM
C. TRAVEL DISTANCE (IBC SECTION 1013, LSC 32.3.2.6)
1. ANY POINT TO AN EXIT (SPRINKLERED)
2. DOOR OF ANY ROOM TO AN EXIT
3. THROUGH ADJOINING ROOM
4. EXIT ACCESS DOOR TO EXIT
5. ANY ROOM IN EXCESS OF 2,000 S.F.
6. ANY ROOM TO A CORRIDOR DOOR
7. CORRIDOR DOOR TO NEAREST EXIT
(ACTUAL)
98 FT
75FT
NOT PERMITTED
___
2 EXIT ACCESS DOORS
75 FT
___
D. DOOR WIDTH AND HEIGHT
1. MINIMUM CLEAR EXIT WIDTH
2. MINIMUM HEIGHT
3. MAXIMUM SINGLE LEAF WIDTH
32"
80"
32"
E. INTERIOR FINISHES (IBC SECTION 803.5, LSC 32.3.3.3)
1. EXIT ENCLOSURES
2. LOBBIES AND CORRIDORS
3. OTHER SPACES
4. ROOMS OR AREAS
5. PUBLIC TOILETS
CLASS A
CLASS A
CLASS B
CLASS B / C (PER OCCUPANCY A OR B)
IBC SECT. 1210
TS.0
TS.1
ADA.1
A0.1
A1.0
AD.1
A1.1
A1.5
A5.1
COVER SHEET
GENERAL NOTES, EGRESS PLAN
ADA STANDARDS
SPECIFICATIONS
ENLARGED SITE PLAN
MAIN LEVEL DEMOLITION PLAN
MAIN LEVEL FLOOR PLAN
MAIN LEVEL REFLECTED CEILING PLAN
DOOR SCHEDULE, ELEV. & DETAILS
INTERIOR DESIGN
ID1.0
ID1.1
FINISH PLAN
FURNITURE PLAN
MECHANICAL
F. HEAT DETECTORS
1. HEAT DETECTORS SHALL BE PROVIDED IN ALL COMMON AREAS, SUCH AS LOUNGE
(IFC 1007.2.9.1.4).
G. SMOKE DETECTORS
1. REQUIRED IN ALL COMMON AREA AND INTERIOR CORRIDORS SERVIING AS A
REQUIRED EXIT FOR EACH OCCUPANT LOAD OF 10 OR MORE (IBC SECT. 310.9,
NFPA 32.3.3.4.7, IFC 1007.2.9.13).
PROJECT LOCATION:
XXXX STREET ADDRESS
CITY, STATE ZIP
ARCHITECTURAL
H. FIRE ALARM
1. MANUAL AND AUTOMATIC FIRE ALARM SYSTEMS REQUIRED (IFC 1007.2.9.11) LOAD OF
10 OR MORE (IBC 310.9, NFPA 32.3.3.4.7, IFC 1007.2.9.13)
EXCEPTION: A SEPARATE FIRE ALARM SYSTEM NEED NOT BE PROVIDED IF THE
BUILDING IS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED FIRE
SPRINKLER SYSTEM CONFORMING WITH THE IBC AND HAVING A LOCAL ALARM TO
NOTIFY ALL OCCUPANTS.
2. PULLS AT MAIN EXITS. (EXIST. TO REMAIN)
3. FIRE ALARM AUTOMATIC NOTIFICATION REQUIRED. (EXIST. TO REMAIN)
I. KEY BOX
1. KEY BOXES SHALL BE INSTALLED IF ACCESS TO THE STRUCTURE IS UNDULY DIFFICULT,
WHERE IMMEDIATE ACCESS IS REQUIRED, OR WHERE A CENTRALLY OR REMOTELY
MONITORED FIRE PROTECTION SYSTEM IS INSTALLED. THE APPROVED KEY BOX SHALL BE A
"KNOX BOX(TM)" WHICH SHALL BE ORDERED THROUGHT THE CITY OF COLORADO SPRINGS
FIRE DEPARTMENT PREVENTION DIVISION (CSFPD) (IFC WITH LOCAL AMENDMENT)
2. CSFPD REQUIRES KEY BOX TO BE INSTALLED ADJACENT TO MAIN ENTRANCE 10-12 FEET
ABOVE GRADE.
M-1
M-2
M-3
MECHANICAL LEGEND AND GENERAL NOTES
MECHANICAL DEMOLITION PLANS
MECHANICAL NEW PLANS
ELECTRICAL
E1.0
E2.0
E3.0
E4.1
E4.2
ELECTRICAL LEGEND
ELECTRICAL SCHEDULES
ELECTRICAL DEMOLITION FLOOR PLAN
NEW WORK LIGHTING PLAN
NEW WORK POWER PLAN
PUBLIC SAFETY BUILDING - UCCS
SHEET INDEX
3.0 MEANS OF EGRESS (IBC 1003)
MILITARY AND STUDENT VETERAN CENTER REMODEL
* COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS.
B. PORTABLE FIRE EXTINGUISHERS (IFC 906)
TO BE PROVIDED AT KITCHEN AREA(S)
C. FIRE ALARM AND DETECTION SYSTEMS (IBC 907)
EXISTING TO REMAIN, RELOCATED AS NEEDED
COVER SHEET
BID SET
DATE:
DATE: 01/29/2016
DRAWN BY:
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
VICINITY MAP
NOT TO SCALE
NORTH
TS.0
REVISIONS
GENERAL NOTES
ABBREVIATIONS
DATE
FOR
BOTTOM OF STRUCTURE
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
PARKING, TRASH REMOVAL,
TEMPORARY FACILITIES,
DELIVERIES
1.
2.
C'SNK
C.B.
C.C.T.
C.J.
CMU
CT
C/T BD.
CAB.
CG
CHEM.
CLG.
CL.
CLR.
C.O.
COL.
COMP.
CONC.
CONF.
CONST.
CONT.
CORR.
CPT
CNTR.
COUNTERSUNK
CATCH BASIN
CUBICLE CURTAIN TRACK
CONTROL JOINT
CONCRETE MASONRY UNIT
CERAMIC TILE
CHALK/TACK BOARD
CABINET
CORNER GUARD
CHEMICAL
CEILING
CLOSET
CLEAR
CASED OPENING
COLUMN
COMPUTER
CONCRETE
CONFERENCE
CONSTRUCTION
CONTINUOUS
CORRIDOR
CARPET
COUNTER
DIA.
DIAG.
DIM.
DIR.
DISP.
DS
DTL.
DWGS.
DIAMETER
DIAGONAL
DIMENSION
DIRECTOR
DISPENSER
DOWNSPOUT
DETAIL
DRAWINGS
E.J.
EWC
EA.
E.H.O.D.
ELEC.
EL.
ELEV.
ENCL.
EQUIP.
EXST.
EXP.
EXT.
EXPANSION JOINT
ELECTRIC WATER COOLER
EACH
ELECTROMAGNETIC HOLD
OPEN DEVICE
ELECTRICAL
ELEVATOR
ELEVATION
ENCLOSURE
EQUIPMENT
EXISTING
EXPOSED/EXPANSION
EXTERIOR
F.D.
FEC
F.F.E.
FH
FIN.
FIXT.
FLR.
FDN.
FTG.
FZR.
F.V.
FLOOR DRAIN
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FIRE HYDRANT
FINISH
FIXTURE
FLOOR
FOUNDATION
FOOTING
FREEZER
FIELD VERIFY
G.B.
GA
GRAB BAR
GUAGE
H.B.
HC
HCM
HD.
H.M.
HORIZ.
HOUR
HRDBD
HOSE BIB
HANDICAPPED
HANDICAPPED MIRROR
HEAD
HOLLOW METAL
HORIZONTAL
HR.
HARDBOARD
I.D.
ILLUM.
IN.
INFO.
INSUL.
I/T
INT.
INV.
INSIDE DIAMETER
ILLUMINATOR
INCH
INFORMATION
INSULATION
INSULATED TEMPERED
INTERIOR
INVERT
JT.
JST.
JST. BRG.
JOINT
JOIST
JOIST BEARING
K.D.
KIT.
KNOCK DOWN FRAME
KITCHEN
LAB.
LAV.
L.F.
LKR.
LOC.
LABEL
LAVATORY
LINEAL FOOT / LINEAR FOOT
LOCKER
LOCATION
MAINT.
MANG.
MAT'L
MAX.
MECH.
MFR.
MGT.
MH
MIN.
MIR.
MISC.
M.O.
MR/S
MTD.
MTL.
MAINTENANCE
MANAGEMENT
MATERIAL
MAXIMUM
MECHANICAL
MANUFACTURER
MANAGEMENT
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MIRROR WITH SHELF
MOUNTED
METAL
N/A
N.I.C.
NO.
NOM.
NTS
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
O/
O.C.
O.D.
O.D.
O.F.E.
OPER.
OPNG.
OPP.
OVHD
OVER
ON CENTER
OVERFLOW DRAIN
OUTSIDE DIAMETER
OWNER FURNISHED EQUIPMENT
OPERATIONS
OPENING
OPPOSITE
OVERHEAD
P
PART'N
P.H.
PLAS.
PLAM.
PLYWD.
P.O.
PROF.
PROP.
P.R.V.
PT
P.T.
PTD
PAINT
PARTITION
PANIC HARDWARE
PLASTER
PLASTIC LAMINATE
PLYWOOD
POWER OPERATED
PROFESSIONAL
PROPERTY
POWER ROOF VENTILATOR
PORCELAIN TILE
PRESSURE TREATED
PAPER TOWEL DISPENSER
QT
QUARRY TILE
R.
R.D.
R.O.
RECPT.
REF.
REINF.
REQ'D
R.H.
RM.
RUB.
RADIUS
ROOF DRAIN
ROUGH OPENING
RECEPTION
REFRIDGERATOR
REINFORCING/REINFORCED
REQUIRED
ROOF HATCH
ROOM
RUBBER
S&R
SS
S.S.
S.C.
SCHD.
SCR
SD
SEC.
SECT.
SGNL.
S.F.
SHLVG.
SHT.
SIM.
S.O.G.
SPEC.
SPECS
SSS
ST.
STD.
STL.
STOR.
STRUCT.
SYS.
SHELF AND ROD
SANITARY SEWER
STAINLESS STEEL
SOLID CASED OPENING
SCHEDULE
SHOWER CURTAIN ROD
SOAP DISH
SECRETARY
SECTION
SIGNAL
SQUARE FEET/FOOTAGE
SHELVING
SHEET
SIMILAR
SLAB ON GRADE
SPECIAL
SPECIFIATIONS
STAINLESS STEEL SHELF
STAIN
STANDARD
STEEL
STORAGE
STRUCTURAL
SYSTEM
T.
TB
TBL.
TECH.
TEL.
TEMP.
TIG
TTIG
TTLIG
T.O.C.
T.O.F.
T.O.S.
T.O.W.
TPH
T.S.
TYP.
TOILET
TOWEL BAR
TABLE
TECHNICIAN/TECHNICAL
TELEPHONE
TEMPERED
TINTED INSULATING GLASS
TINTED TEMPERED INSULATING GLASS
TINTED TEMPERED LAMINATED
INSULATING GLASS
TOP OF CURB
TOP OF FOUNDATION
TOP OF STEEL
TOP OF WALL
TOILET PAPER HOLDER
TUBE STEEL
TYPICAL
U.N.O.
UNLESS NOTED OTHERWISE
VERT.
VEST.
VIN.
VWC
VERTICAL
VESTIBULE
VINYL
VINYL WALL COVERING
W.C./WC
W.C.
WC
W/
W/O
WD.
WG
WLD.
WP.
WSCT.
WT.
WHEELCHAIR
WATER CLOSET
WALL COVERING
WITH
WITHOUT
WOOD
WIRE GLASS
WELDED
WATERPROOF(ING)
WAINSCOT
WEIGHT
YD.
YARD
TOP OF WALL
BASE BID
BLOCKING
BEAM
BEARING
BRACKET/BRACKETS
BOTTOM OF WALL
BUILDING
GALLON
GALVANIZED
GENERAL
GYPSUM
GYPSUM BOARD
5/8" GYPSUM BOARD, TAPE,
TEXTURE, PAINT, EXTEND TO
UNDERSIDE OF DECK OR 6" PAST
ACT. END AT GYPSUM CEILING PER
PLAN NOTES
3-5/8" (OR 6", PER PLAN) METAL STUD
5/8" GYPSUM BOARD, TAPE,
TEXTURE, PAINT
01.29.16
3-5/8" (OR 6", PER PLAN) METAL STUD @ 16" O.C.
5/8" GYPSUM BOARD, TAPE,
TEXTURE, PAINT
BASE AS SCHEDULED
3-5/8" (OR 6", PER PLAN) METAL STUD CHANNEL
3
WALL DETAIL (TYP.)
1 1/2" = 1'-0"
SCHEDULE, WORK HOURS &
BLDG ACCESS
1.
2.
3.
4.
5.
6.
7.
Parking
Garage
DEEP LEG SLIP TRACK
WORK TO BE STARTED AND COMPLETED AS STATED IN
THE BID FORMS.
THE SUITE WILL BE VACATED BY THE USERS DURING
CONSTRUCTION. HOURS OF CONSTRUCTION ARE BETWEEN
7:00 AM - 10:00 PM OR AS OTHERWISE ARRANGED WITH THE
PROJECT MANAGER.
COORDINATE CONSTRUCTION ACTIVITIES WITH UCCS
PROJECT MANAGER TO MEET OWNER'S SCHEDULE.
ACTIVITIES CAUSING NOISE, VIBRATION, ODORS, DUST,
ETC. AND ACTIVITIES WHICH REQUIRE CLOSURE OF PART
OF THE BUILDING OR INTERRUPTION OF UTILITY SERVICES
MUST BE COORDINATED WITH OWNER'S SCHEDULE.
ARRANGE BUILDING ACCESS WITH UCCS PROJECT
MANAGER.
ALL MEANS OF EGRESS SHALL BE OPEN AND OPERATIONAL
DURING CONSTRUCTION. CONTRACTOR SHALL NOT BLOCK
OR OBSTRUCT HALLWAYS, STAIRS, DOORS, ETC. FOR HTE
DURATION OF THE PROJECT.
CONTRACTOR TO PROVIDE DUST PARTITION OF ADJACENT
SPACES DURING CONSTRUCTION AND IS REPSONSIBLE FOR
MAINTAINING THE CLEANLINESS OF THE SITE INCLUDING
STAGING AREAS.
EXISTING PARKING GARAGE STRUCTURE TO REMAIN
1S-1
100B
100C
100A
1R-1
UP
1S-4A
1R-2
BUSINESS:
100/GROSS = 7 PERSONS
1S-2
FREE PARKING IS AVAILABLE DURING SPRING BREAK
MARCH 21 - MARCH 25, 2016. CONTRACTOR WILL BE
RESPONSIBLE FOR PARKING FEES DURING OTHER TIMES.
GENERAL CONTRACTOR IS REPSONSIBLE FOR TRASH AND
RECYCLING REMOVAL. COORIDNATE DUMPSTER
LOCATIONS WITH UCCS PROJECT MANAGER.
106
EXIST. TO
108
REMAIN EXIST. TO
REMAIN
101
EXIST. TO
REMAIN
1S-4
EXIST. TO
REMAIN
EXIST. TO
REMAIN
EXIST. TO
REMAIN
EXIST. TO
REMAIN
EXIST. TO
REMAIN
1S-3
23 OCCUPANTS
THIS EXIT
STANDING
COMPUTER
STATION
ACCESSORY
SPACES
EXIST. TO
REMAIN
100E
102
104
105
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
7.
B.B.
BLK'G
BM.
BRG.
BRKT.
B.O.W.
BLDG.
GAL.
GALV.
GEN.
GYP.
GYP. BD.
EXIST. TO
REMAIN
107
EXIST. TO
REMAIN
PUBLIC SAFETY BUILDING - UCCS
5.
6.
AUTOMATIC DOOR
ABOVE FINISHED FLOOR
ACOUSTICAL
ADDITIONAL
ADJUSTABLE/ADJACENT
ADMINIMSTRATION
ALUMINUM
APPROXIMATE
&
ASSISTANT
@
ACOUSTICAL TILE CEILING
MILITARY AND STUDENT VETERAN CENTER REMODEL
4.
A.D.
A.F.F.
ACOUS.
ADD'L.
ADJ.
ADMIN.
ALUM.
APPROX.
AND
ASST.
AT
ATC
PLAN
2.
3.
CONTRACTOR, SUBCONTRACTORS, SUPPLIERS, AND OWNER SHALL REVIEW AND VERIFY ALL NOTES, DIMENSIONS AND INFORMATION ON
THESE DRAWINGS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES, OMISSIONS OR CHANGES TO THE ARCHITECT. IF
ERRORS, OMISSIONS, OR QUESTIONS REGARDING THE DRAWINGS BECOME EVIDENT OR ARE SUSPECTED, THE ITEM SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH WORK. FAILURE TO DO SO SHALL RELIEVE THE
ARCHITECT OF ANY LIABILITIES FOR ERRORS OR OMISSIONS IN THE PLANS.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
THE CONTRACTOR SHALL VERIFY SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK. ANY DISCREPANCIES FROM
THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH WORK.
ALL WORK IS TO BE PERFORMED IN A THOROUGH AND GOOD WORKMANSHIP-LIKE MANNER BY SKILLED WORKERS IN CONFORMANCE
WITH THE BEST STANDARDS OR PRACTICES IN THE TRADE.
ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, RULES AND REGULATIONS.
THE CONSTRUCTION SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY AND SAFE MANNER. DEBRIS SHALL BE PLACED IN TRASH
RECEPTACLES OR BINS. FENCE OFF OPEN TRENCHES OR OTHER HAZARDS FROM TRESPASSERS. STORE VALUABLE MATERIALS, TOOLS,
SUPPLIES OR APPLIANCES IN A LOCKED SPACE. CONFORM WITH NEIGHBORHOOD REGULATIONS FOR NOISE CONTROL, CLEAN-UP AND
SITE CONDITIONS.
ALL FEDERAL AND STATE SAFETY AND OSHA REGULATIONS SHALL BE ENFORCED FOR ALL WORK, EQUIPMENT AND CONSTRUCTION
METHODS.
IF ASBESTOS OR ASBESTOS-CONTAINING MATERIALS ARE ENCOUNTERED DURING DEMOLITION OR CONSTRUCTION, STOP WORK AND DO
NOT DISTURB THOSE MATERIALS. CONSULT WITH A LICENSED ASBESTOS ABATEMENT PROFESSIONAL TO PROPERLY REMOVE THE
MATERIALS PRIOR TO PROCEEDING.
PROVIDE TEMPORARY SHORING FOR THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE NEW SUPPORTING STRUCTURE IS IN
PLACE.
LOCATE AND STAKE ALL EXISTING UNDERGROUND UTILITY LINES PRIOR TO EXCAVATION, TRENCHING OR DIGGING. REPLACE OR REPAIR
ANY DAMAGE TO EXISTING LINES THAT MAY OCCUR.
FOR ADDITIONS AND REMODELS: HIDDEN CONDITIONS EXIST AT THE TIME OF PREPARATION OF THESE DRAWINGS. IF EXPOSURE OF
THESE CONDITIONS RESULT IN CONFLICTS WITH THE DRAWINGS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING PRIOR TO
PROCEEDING WITH ANY WORK.
ALL DIMENSIONS ARE FROM FACE OF NEW FRAMING, FACE OF EXISTING MASONRY, OR FACE OF FINISH ON EXISTING WALLS UNLESS
NOTED OTHERWISE ON THE DRAWINGS.
ALL GLASS WITHIN 18" OF FLOOR AND WITHIN A 24" ARC OF DOOR JAMBS TO BE TEMPERED GLASS. ALL GLASS WITHIN DOORS ALSO
SHALL BE TEMPERED.
ALL SMOKE DETECTORS SHALL BE PERMANENTLY WIRED AND INTERCONNECTED WITH BATTERY BACKUP.
ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. MANUALLY OPERATED EDGE OR
SURFACE-MOUNTED FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED.
APPLICABLE CODES: ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE GOVERNING CODES AND
APPLICABLE STANDARDS.
NOTE TO THE GENERAL CONTRACTOR/BUILDER/TRADES: CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE
CONFIRMED AND CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION OF
HIS/HER WORK WITH THAT OF ALL OTHER TRADES; FURNISHING ALL ITEMS REQUIRED FOR THE PROPER EXECUTION, COMPLETION, AND
SATISFACTORY PERFORMANCE OF ALL WORK NECESSARY, INDICATED, REASONBLY INFERRED OR REQUIRED BY ANY CODE WITH
JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE & PROPER FINISHED JOB. IN CASE OF ANY QUESTIONS OR NEED
FOR FURTHER CLARIFICATION OF INFORMATION AND/OR DETAILS, CONTRACTOR SHOULD CONTACT THE ARCHITECT PRIOR TO FURTHER
CONSTRUCTION OR FABRICATION OF ITEMS IN QUESTION. CONTRACTOR SHALL TAKE DIRECTION FROM DESIGNATED OWNER'S
REPRESENTATIVE.
MATERIAL SELECTION; MANUFACTURER, MAKE, MODEL NUMBER, COLOR, ETC., OF FINISH MATERIALS, APPLIANCES, ETC., SHALL BE
SELECTED BY THE OWNER REPRESENTATIVE AND/OR ARCHITECT.
SUBSTITUTIONS: NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE OWNER REPRESENTATIVE AND/OR ARCHITECT'S PRRIOR WRITTEN
APPROVAL.
GUARANTEE: THE ARCHITECT MAKES NO EXPRESSED OR IMPLIED GUARANTEE FOR PRODUCTS IDENTIFIED BY TRADE NAME OR
MANUFACTURER.
JOB CLEAN UP: ALL TRADES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE AND/OR RUBBISH CAUSED BY THEIR
WORK. ALL RUBBING, TOOLS, SURPLUS SUPPLIES, AND MATERIALS SHALL BE REMOVED AT THE COMPLETION OF THE DAY'S WORK. LEAVE
THE JOB IN A BROOM-CLEAN CONDITION. PROVIDE DUST CONTROL DAILY.
DIMENSIONS: DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS ARE
TO FACE OF STUD OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. VERIFY ALL FRAMING DIMENSIONS AT CABINETS, ETC., TO
INSURE PROPER FIT. ALL DIMENSIONS SHALL BE CONFIRMED AND CORRELATED BY THE CONTRACTOR AT THE JOB SITE. IN CASE OF
ANY QUESTIONS, THE CONTRACTOR SHOULD NOTIFY THE ARCHITECT FOR FURTHER CLARIFICATION.
SHOP DRAWINGS & CONSULTANT'S DRAWINGS: REFER TO SHOP DRAWINGS AND CONSULTANT'S DRAWINGS FOR FURTHER PROJECT
SCOPE AND COORDINATION REQUIREMENTS.
NEW WORK TO BLEND INTO EXISTING. FINISH TO NEAREST CORNER OR BREAK IN MATERIAL TYPE. PROVIDE J-STRIP AT EDGES OF GYP.
BOARD AGAING DISSIMILAR MATERIALS. CAULK FOR NEAT APPEARANCE AND TO PREVENT WATER PENETRATION.
PRIOR TO DEMOLITION, CONTRACTOR TO VERIFY BEARING WALLS & NOTIFY ARCHITECT PRIOR TO ANY REMOVAL OR MODIFICATION OF
THESE WALLS.
RETURN ALL BALLASTS & ELECTRICAL COMPONENTS TO OWNER. PACKAGE FLOURESCENT BULBS UNBROKEN & RETURN TO OWNER.
CONTRACTORS ARE RESPONSIBLE FOR COORDINATING WORK WITH OTHER TRADES, AND OWNER'S SELF-PERFORMED WORK WHEREVER
AND WHENEVER THEY OVERLAP.
GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE INSPECTION SERVICES PROVIDED BY A STATE INSPECTOR. FEES FOR MEP,
FIRE DEPT. FEES, AND REQUIRED PERMITS TO BE BY GENERAL CONTRACTOR. FEES FOR STATE ARCHITECT INSPECTIONS BY OWNER.
ALL ELECTRICAL WORK WILL NEED TO BE PERFORMED BY A MASTER ELECTRICIAN WHO SHALL VERIFY THE LOAD CAPACITY OF ALL
CIRCUITS AND PANELS BEING ADJUSTED. THE MASTER ELECTRICIAN SHALL SUBMIT A STATEMENT TO THE STATE INSPECTOR CERTIFYING
THAT ALL AFFECTED LOAD CAPACITIES HAVE BEEN VERIFIED PRIOR TO FINAL INSPECTION.
FLOOR
1.
GENERAL NOTES,
EGRESS PLAN
BID SET
LOUNGE w/OUT FIXED
SEATS:
15/NET = 40 PERSONS
103
LONGEST PATH OF TRAVEL = 98 FT
1
CODE / EGRESS PLAN
1/8" = 1'-0"
BUSINESS 100/GROSS =
23 PERSONS TOTAL
SEATED WAITING
AREA: 15/NET = 4
PERSONS TOTAL
29 OCCUPANTS
THIS EXIT
BUSINESS: 100/GROSS =
2 PERSONS TOTAL
BUSINESS: 100/GROSS =
5 PERSONS TOTAL
DATE:
DATE: 01/29/2016
DRAWN BY:
29 OCCUPANTS
THIS EXIT
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
TS.1
ACCESSIBILITY REQUIREMENTS:
REVISIONS
(ALL REFERENCES TO CHAPTERS, SECTIONS OR TABLES ARE TO ICC/ANSI 117.1-2009.)
DATE
PROTRUDING OBJECTS (Ch.3):
A)
B)
FOR
PROTRUDING WALL MOUNTED OBJECTS BETWEEN 27" AND 80" (A.F.F.) SHALL NOT PROTRUDE FROM THE WALL
GREATER THAN 4".
BARRIERS SHALL BE PROVIDED TO WARN VISUALLY IMPAIRED PERSONS IN CASES WHERE CLEAR HEADROOM
PROVIDED IS REQUIRED TO BE LESS THAN 80" CLEAR.
GROUND & FLOOR SURFACES (Ch.3):
A)
B)
C)
D)
GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES SHALL BE STABLE, FIRM, AND SLIP RESISTANT.
CHANGES IN LEVELS GREATER THAN 1/4" SHALL HAVE TREATED EDGES.
ALL CARPETS, WHERE APPLICABLE, SHALL HAVE A PILE THICKNESS OF NO GREATER THAN 1/2" AND LEVEL
LOOP OF LEVEL CUT PILE SHALL BE PROVIDED UNLESS OTHERWISE SPECIFIED.
GRATINGS LOCATED IN WALKING SURFACES OR ALONG ACCESSIBLE ROUTES SHALL HAVE SPACED OPENINGS
NO GREATER THAN 1/2" IN ONE DIRECTION. GRATINGS WITH LONG DIMENSIONAL OPENINGS SHALL BE ORIENTED
PERPENDICULAR TO TRAVEL.
CONTROLS & OPERATING MECHANISMS (Ch.3):
A)
CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR
TWISTING OF THE WRIST. OPERATION FORCE SHALL NOT EXCEED FIVE POUNDS-PER-FOOT.
ACCESSIBLE ROUTES (Ch.4):
01.29.16
ACCESSIBLE ROUTES SHALL BE PROVIDED FROM PUBLIC PARKING AND TRANSPORTATION AREAS.
SEE ITEMS UNDER PARKING & PASSENGER ACCESS. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED
THAT CONNECTS ACCESSIBLE FACILITIES ON THIS SITE.
B)
ALL ACCESSIBLE ROUTES SHALL HAVE A WIDTH GREATER THAN OR EQUAL TO 36" (MIN.).
C)
ALL ACCESSIBLE ROUTES SHALL HAVE CLEAR HEADROOM GREATER THAN OR EQUAL TO 80" (MIN.).
D)
ALL ACCESSIBLE ROUTES SHALL HAVE LINEAR SLOPE OF LESS THAN OR EQUAL TO 5% (MAX.) AND A CROSS
SLOPE OF LESS THAN OR EQUAL TO 2% (MAX).
E)
LEVEL CHANGES IN ACCESSIBLE ROUTES SHALL NOT EXCEED 1/2" (MAX.) WHERE A CURB, CURB RAMP,
ELEVATOR, OR PLATFORM LIFT IS NOT PROVIDED.
F)
ALL ACCESSIBLE ROUTES SHALL PROVIDE A MEANS OF CONNECTION TO EMERGENCY EGRESS OF TO AN
ACCESSIBLE AREA OF RESCUE ASSISTANCE.
DOORS & OPENINGS (Ch.4):
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
A)
A)
B)
DOORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 32" WITH DOOR OPEN 90 DEGREES.
NON-AUTOMATIC DOOR APPROACHED SHALL HAVE MANEUVERING CLEARANCES THAT ARE COMPLIANT WITH
DESIGNATED APPROACH CONDITIONS FOUND IN TABLE 404.2.3.1.
C)
ACCESSIBLE EXTERIOR DOOR THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT.
D)
ALL DOOR HANDLES, PULLS, LATCHES, AND LOCKS SHALL BE OF A SHAPE THAT IS EASY TO GRASP IN ONE HAND
AND SHALL BE MOUNTED NO HIGHER THAN 42" A.F.F.
E)
THE MAXIMUM OPENING FORCE FOR ALL INTERIOR DOORS AND EXTERIOR SLIDING OR FOLDING DOOR SHALL BE FIVE
POUNDS-PER-FOOT, AND CLOSERS SHALL BE ADJUSTED SO THAT FROM A 70 DEGREE OPEN POSITION, THE DOOR WILL
TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH.
RAMPS (Ch.4):
A)
B)
C)
D)
CURB RAMPS SHALL BE PROVIDED AT ALL LOCATIONS WHERE ACCESSIBLE ROUTES INTERSECT CURBS.
MAXIMUM SLOPE OF RAMP IN DIRECTION OF TRAVEL SHALL NOT EXCEED 1:20 AND SIDE FLARE SLOPE SHALL NOT
EXCEED 1:10. RAMPS SHALL BE WHOLLY CONTAINED WITHIN MARKED (PAINTED) ZONES IN LOCATIONS WHERE
ACCESS WILL NOT BE OBSTRUCTED BY PARKED VEHICLES.
EXIT/ENTRANCE RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 IN THE DIRECTION OF TRAVEL AND SHALL NOT RISE
GREATER THAN 30" WITHOUT A LANDING. RAMPS LESS THAN OR EQUAL TO 30" IN LENGTH SHALL HAVE A MINIMUM
WIDTH OF 36". RAMPS GREATER THAN 30" IN LENGTH SHALL HAVE A CLEAR WIDTH OF 44".
RAMP LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDTH OF RAMP LEADING TO IT AND SHALL HAVE A MINIMUM
CLEAR LENGTH OF 60".
HANDRAILS SHALL BE PROVIDED IF RAMP RISE IS GREATER THAN 6". SEE "HANDRAILS & GRAB BARS".
ELEVATORS (Ch.4):
A)
B)
C)
D)
QUANTITY OF ACCESSIBLE PARKING SPACES PROVIDED COMPLIES WITH TABLE 1106.1 OF SECTION 1106 OF
THE 2009 INTERNATIONAL BUILDING CODE.
ACCESSIBLE PARKING SPACES SHALL BE LOCATED AT THE SHORTEST POSSIBLE DISTANCE FROM ACCESSIBLE
ENTRANCES.
PARKING SPACES SHALL BE DESIGNATED WITH APPROPRIATE SIGNAGE AND ADDITIONAL SIGNAGE SHALL BE
PROVIDED FOR VAN ACCESSIBLE SPACES READING "VAN ACCESSIBLE". SIGNS SHALL BE LOCATED 60" MINIMUM
ABOVE PAVING SURFACE.
PARKING SPACES SHALL BE A MINIMUM OF 96" WIDE WITH ACCESSIBLE PASSENGER UNLOADING ZONES A MINIMUM
OF 60" WIDE. DESIGNATED VAN SPACES SHALL HAVE A MINIMUM OF 96" WIDE ACCESSIBLE PASSENGER UNLOADING
ZONES TO THE RIGHT OF THE PARKING SPACES AND ALL UNLOADING ZONES SHALL NOT HAVE A SLOPE GREATER
THAN 2% IN ANY DIRECTION.
STAIRS, EXTERIOR (Ch.5):
A)
B)
C)
FLIGHTS OF STAIRS SHALL HAVE 11" TREADS AND 7" CLOSED RISERS.
HANDRAILS SHALL BE PROVIDED AT ALL STAIRS. SEE "HANDRAILS & GRAB BARS".
EXTERIOR STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES.
ENTRANCES (Ch.5):
A)
REQUIRED ACCESSIBLE ENTRANCES SHALL PROVIDE ACCESSIBLE ROUTES FROM PUBLIC AREAS TO ACCESSIBLE
SPACES WITHIN THE FACILITY. SEE "GROUND & FLOOR SURFACES".
HANDRAILS & GRAB BARS (Ch.5):
A)
RAMP HANDRAILS: CONTINUOUS HANDRAILS SHALL BE PROVIDED EACH SIDE OF RAMP AND SHALL EXTEND 12"
(MIN.) BEYOND TOP AND BOTTOM OF RAMP SEGMENT. HANDRAILS SHALL BE MOUNTED BETWEEN 34" AND 36"
ABOVE RAMP SURFACE.
B)
STAIR HANDRAILS: CONTINUOUS GRIP SURFACE HANDRAILS SHALL BE PROVIDED EACH SIDE OF STAIRS AND
SHALL EXTEND 12" (MIN.) BEYOND THE TOP RISER AND 12" (MIN.) PLUS THE WIDTH OF ONE TREAD BEYOND THE
BOTTOM RISER. EXTENSIONS SHALL BE PARALLEL TO THE FLOOR.
C)
CLEAR SPACE BETWEEN HANDRAILS AND GRAB BARS FROM MOUNTING SURFACES SHALL BE 1-1/2" AND ENDS
SHALL BE RETURNED SMOOTHLY TO WALL.
D)
TOILET ROOM GRAB BARS: POSITIONING AND EXTENT SHALL COMPLY WITH FIGURES 604.5.1 & 604.5.2.
GRAB BARS SHALL WITHSTAND BENDING, SHEAR, AND TENSILE STRESSES OF 250 POUNDS-PER-FOOT (MIN.).
GRAB BARS SHALL NOT ROTATE.
E)
REFER TO FIGURES 505.5 & 609.3 FOR NOMINAL SIZES AND SPACING OF HANDRAILS AND GRAB BARS.
DRINKING FOUNTAINS (Ch.6):
A)
SPOUTS SHALL BE NO HIGHER THAN 36", MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT
OUTLET.
B)
THE SPOUTS OF DRINKING FOUNTAINS AND WATER COOLERS SHALL BE AT THE FRONT OF THE UNIT, THE
SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR
GLASS UNDER THE FLOW OF WATER. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL
BOWL, AND ON AN ACCESSIBLE DRINKING FOUNTAIN PROVIDING ONLY A PARALLEL APPROACH COMPLYING
WITH FREE-STANDING OR BUILT-IN UNITS (SEE 'E' BELOW), THE SPOUT MUST BE POSITIONED SO THAT FLOW
OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN.
C)
CONTROLS SHALL COMPLY WITH FIGURE 602.5, AND SHALL BE FRONT MOUNTED OR SIDE
MOUNTED NEAR THE FRONT EDGE.
D)
WALL- AND POST-MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE
BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27" HIGH, 30" WIDE, AND 17"-18" DEEP.
SUCH UNITS SHALL ALSO HAVE A MINIMUM CLEAR FLOOR SPACE 30" BY 48" TO ALLOW A PERSON IN A
WHEELCHAIR TO APPROACH THE UNIT FACING FORWARD.
E)
FREE-STANDING OR BUILT-IN UNITS NOT HAVING A CLEAR SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR
SPACE AT LEAST 30" BY 48" THAT ALLOWS FOR A PERSON IN A WHEELCHAIR TO MAKE A PARALLEL
APPROACH TO THE UNIT. THIS CLEAR FLOOR SPACE SHALL COMPLY WITH FIGURE 602.5.
TOILET ROOMS (Ch.6):
A)
B)
C)
D)
E)
F)
G)
H)
WATER CLOSETS SHALL BE 17"-18" FROM TOP OF RIM TO FINISH FLOOR. URINALS SHALL BE A MAXIMUM OF
17" FROM THE TOP OF ELONGATED RIM TO FINISH FLOOR.
GRAB BARS SHALL BE PROVIDED. SEE "HANDRAILS & GRAB BARS".
FLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA NO HIGHER THAN 44" A.F.F.
SEE "CONTROLS & OPERATING MECHANISMS".
ALL DISPENSERS SHALL BE MOUNTED WITHIN REACH PER FIGURE 604.7.
TOILET STALL SIZE AND ARRANGEMENT SHALL COMPLY WITH DIMENSIONAL REQUIREMENTS DESIGNATED
IN FIGURES 604.8.2 & 604.9.
30" BY 48" FLOOR CLEARANCES SHALL BE MAINTAINED ON APPROACHES TO LAVATORIES AND URINALS.
LAVATORIES SHALL NOT BE MOUNTED HIGHER THAN 34" TO RIM ABOVE FINISH FLOOR AND 28" MINIMUM FROM
BOTTOM OF APRON TO FINISH FLOOR. LEVER-OPERATED, PUSH TYPE, OR ELECTRONICALLY CONTROLLED
MECHANISMS SHALL BE USED TO OPERATE FAUCETS.
MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE OF REFLECTIVE SURFACE NO HIGHER THAN 40" A.F.F.
PUBLIC SAFETY BUILDING - UCCS
CALL BUTTONS AND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 308,
MEASURED TO THE CENTERLINE OF THE HIGHEST OPERABLE PART.
B)
A 30" BY 48" CLEAR FLOOR SPACE SHALL BE LOCATED AT CALL CONTROLS AND COMPLY WITH SECTION 305.
PARKING & PASSENGER ACCESS (Ch.5):
MILITARY AND STUDENT VETERAN CENTER REMODEL
A)
ADA STANDARDS
ALARMS (Ch.7):
A)
SIGNAGE & DETECTABLE WARNINGS (Ch.7):
A)
ROOMS AND SPACES WHERE HANDICAP FACILITIES ARE PROVIDED (SUCH AS RESTROOMS) SHALL HAVE RAISED
AND BRAILLE AND PICTORIAL SYMBOL SIGNS MOUNTED TO THE WALL ADJACENT TO THE LATCH SIDE OF THE
DOOR FRAME AT 60" A.F.F. TO CENTER OF THE SIGN. ACCOMPANYING DESCRIPTIVE CHARACTERS SHALL BE
MOUNTED BELOW THE SIGN. RE: FIGURES 703.3.10 & 703.3.11.
TELEPHONES (Ch.7):
A)
B)
C)
A CLEAR FLOOR SPACE OF 30" BY 48" SHALL BE PROVIDED IN FRONT OF TELEPHONES.
COIN SLOT OF TELEPHONE SHALL BE 48" A.F.F. (MAX.) IF ONLY FRONTAL APPROACH IS POSSIBLE, OR 54" A.F.F.
IF ONLY SIDE APPROACH IS POSSIBLE.
ONE VOLUME CONTROL PHONE SHALL BE PROVIDED WITH APPROPRIATE SIGNAGE.
TABLES, WORK SURFACES & SEATING (Ch.9):
A)
B)
BID SET
REFER TO MEP DRAWINGS FOR COMPLIANCE FOR THIS PROJECT.
ALL SALES, SERVICE, AND RESTROOM COUNTERTOPS SHALL BE 34" A.F.F. (MAX.)
38" CLEAR SHALL BE PROVIDED IN ALL SERVICE LINES AND AISLES BETWEEN CHAIRS, TABLES, AND WALLS (MIN.).
DATE:
DATE: 01/29/2016
DRAWN BY:
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
ADA.1
DATE:
PUBLIC SAFETY BUILDING - UCCS
MILITARY AND STUDENT VETERAN CENTER REMODEL
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
REVISIONS
DATE
DRAWN BY:
FOR
01.29.16
SPECIFICATIONS
BID SET
DATE: 01/29/2016
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
A0.1
ALL INFORMATION THIS SHEET IS FOR BIDDING PURPOSES ONLY - FINAL DESIGN & CONSTRUCTION DOCUMENTS FOR SITE WORK WILL BE PROVIDED BY OWNER
REVISIONS
DATE
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
C
O NO
N
ST T
R FO
U R
C
TI
O
N
FOR
4'-0"
MAPES CANOPY (OR EQUAL), DESIGN
AND INSTALL PER MANUFACTURER
3D METAL LETTERS, BY OWNER
UTILITY
LOCATES BY
CONTRACTOR
GROUND LIGHTING SPOTLIGHT FOR
CANOPY, CFCI, COOR. LOCATION W/
OWNER
UTILITY BOXES TO BE RELOCATED
BY CONTRACTOR
0"
5'- N.
MI
NEW 5'-0" CONC. WALKWAY TO
MEET ADA & UCCS DESIGN
GUIDELINES
NEW TALL LIGHT POLE, OFCI, W/
CONC. BASE PER UCCS
STANDARDS & TO MATCH EXIST.
SITE LIGHTING IN HT., COLOR &
FIXTURE
EXIST. PLANTINGS, TO REMAIN
UNLESS AS REQUIRED FOR
NEW WALKWAY
NEW OUTDOOR
FURNITURE BY
OWNER
SIGNAGE BY OWNER
EXIST. TRANSFORMER
TO REMAIN
RELOCATE FLAG POLE
FROM FORESTER HOUSE
PER UCCS DIRECTION
EXIST. TRASH ENCLOSURE
TO REMAIN
EXIST. CONC.
SIDEWALK TO REMAIN
EXIST. SIDEWALK
EXIST. DRIVE
EXIST. COVERED
ENTRY CANOPY
COORDINATE REMOVAL OF ANY
EXISTING PLANTINGS, ROCKS OR
LANDSCAPE MATERIALS WITH
UCCS OUTDOOR SERVICES
SUPERVISOR
EXIST. PATH
IR
C
NT
E
G
E
R
ADD ALT. #1
SITE IMPROVEMENTS WILL BE PART OF ADD
ALT, #1 EXCEPT FOR THE RELOCATION OF
EXISTING FLAGPOLE FROM FORSTER HOUSE.
PUBLIC SAFETY BUILDING - UCCS
EXISTING
PARKING GARAGE
STRUCTURE
EXIST. RAIL MOUNTED AT T.O.
RETAINING WALL TO REMAIN
MILITARY AND STUDENT VETERAN CENTER REMODEL
EXIST. TWO-STORY
PUBLIC SAFETY
BUILDING
EXIST. PLANTINGS
TO REMAIN
ENLARGED SITE
PLAN
SITE DEVELOPMENT NOTES (FOR BIDDING PURPOSES ONLY):
BID SET
1. CONC. PATH S.O.G. TO BE MIN. OF 2% SLOPE.
DATE:
2. PATH TO BE 4" CONC SLAB W/ 6X6 WIRE MESH ON COMPACTED FILL W/
CONTROL JOINTS EVERY 5'-0" MIN.
DATE: 01/29/2016
DRAWN BY:
3. CONC. PATH SHALL BY ACCESSIBLE ROUTE CODE COMPLIANT.
1
ENLARGED SITE PLAN
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
1" = 20'-0"
0'
20'
50'
ALL INFORMATION THIS SHEET IS FOR BIDDING PURPOSES ONLY - FINAL DESIGN & CONSTRUCTION DOCUMENTS FOR SITE WORK WILL BE PROVIDED BY OWNER
100'
NORTH
A1.0
REVISIONS
DEMOLITION PLAN GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
DATE
01.29.16
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
DEMOLITION PLAN KEYNOTES
NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
REMOVE EXISTING INTERIOR AND EXTERIOR WALLS SHOWN BOLDED AND
DASHED, TYP., COORDINATE WITH NEW WORK
REMOVE EXISTING DOOR. EXIST. FRAME TO REMAIN
REMOVE PORTION OF WALL FOR NEW OPENING, SEE PLANS
EXISTING CASEWORK TO BE REMOVED
REMOVE EXISTING PULMBING FIXTURES
REMOVE EXISTING CARPET/FLOORING AS NEEDED AND PREP FOR NEW
REMOVE EXISTING CEILING GRID AND PREP FOR NEW
SLAB CUT FOR BELOW SLAB SANITARY LINE FOR NEW SINK
EXIST. FLOORING TO REMAIN. PREP FOR NEW FLOOR FINISH OVER EXIST.
EXIST. CEILING GRID TO REMAIN.
EXIST. WALL TO REMAIN, SHOWN SHADED.
EXIST. CASE OPEN TO BE FILLED IN AROUND NEW DOOR
SALVAGE PLAN KEYNOTES
1
2
3.
FOR
PROTECT ALL INTERIOR AND EXTERIOR BRICK DURING DEMOLITION
PROTECT ALL INTERIOR FLOORING TO REMAIN DURING DEMOLITION
SALVAGE & CLEAN ALL REMOVED BRICK, PREP FOR NEW WORK
PRIOR TO DEMOLITION, REMOVE ALL FURNITURE AND EQUIPMENT. TURN OVER TO
OWNER.
PROVICE TEMPORARY SHORING FOR THE EXISTING STRUCTURE DURING
DEMOLITION UNTIL THE NEW SUPPORTING STRUCTURE IS IN PLACE. SEE
STRUCTURAL DRAWINGS
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING ANY WORK OR
WHEN DISCREPANCIES REVEAL THEMSELVES.
ALL ELECTRICAL/TELEPHONE CONDUIT AND/OR PLUMBING WITHIN DEMOLISHED
PARTITIONS AND/OR MILLWORK SHALL BE REMOVED TO THE POINT OF ORIGIN OR
TERMINATED OR REMOVED UP TO A POINT REQUIRED FOR INTERFACE WITH NEW
CONSTRUCTION. CONDUIT AND/OR PLUMBING SHALL NOT BE EXPOSED IN EITHER
NEW OR EXISTING CONSTRUCTION.
ALL WALLS NOTED TO BE REMOVED SHALL BE FULLY REMOVED. NO PONY WALLS
ABOVE CEILING. RE-ATTACHED/RELOCATEANY ITEMS TO REMAIN WHICH MAY HAVE
BEEN ATTACHED TO WALL.
PATCH AND REPAIR EXISTING CONSTRUCTION / FINISHES, REPAIR. PREPARE FOR
NEW FINISHES AS REQUIRED.
CONTRACTOR TO VERIFY DISPOSAL OR STORAGE OF REMOVED EQUIPMENT SUCH
AS APPLIANCES, PLUMBING FIXTURES, ETC. WITH OWNER.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION
INFORMATION.
REMOVE EXIST. FAN POWERED BOX FIRE SENSOR TEST SWITCHES (MULTIPLE
LOCATIONS) TO BE REINSTALLED PER PLANS.
ALL EXISTING FURNITURE AND EQUIPMENT TO BE REMOVED AND TURNED OVER
TO THE OWNER, TYP.
ALL EXISTING FIXTURES THIS ROOM TO BE REMOVED & TURNED OVER TO OWNER
ALL EXISTING DOORS & HARDWARD TO BE TURNED OVER TO OWNER.
5
EXIST.
MENS
EXIST.
ELEC.
9
10
1
9
10
9
10
9
10
5
EXIST.
ELEC.
9
10
2
1
4
9
5
5
5
10
12
11
5
2
2
9
2
3
2
2
5
2
2
2
2
7
7
1
1
1
5
16'-7 1/8"
ENTRY
CORRIDOR
6
7
6
1
7
1
3
TYPICAL WALL LEGEND
5
EXISTING WALL TO REMAIN
4
2
EXISTING WALL TO BE REMOVED, REFER TO
THE DEMOLITION PLAN
1
2
2
NEW 3-5/8" MTL. STUD WALL @ 16" O.C. W/
5/8" GYP. BD. EA. SIDE TO UNDERSIDE OF
DECK OR 6" PAST ACC. CLG. LOCATIONS PER
PLAN NOTES
2
5
1
1
1
6
6
6
NEW 1 HOUR RATED WALL CONSTRUCTION.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD ON
EACH SIDE, CARRY FROM BOTTOM OF WALL TO
UNDERSIDE OF STRUCTURAL DECKING, WHERE
OCCURS.
7
7
2'-10"
8
7
NEW 6" MTL. STUD WALL @ 16" O.C. W/ 5/8"
GYP. BD. EA. SIDE TO UNDERSIDE OF DECK
OR 6" PAST ACC. CLG. LOCATIONS PER PLAN
NOTES
1
NOTES:
1.
DIMENSIONS TO EXISTING CONSTRUCTION IS TO
FACE
OF FINISH.
2.
DIMENSIONS TO NEW CONSTRUCTION IS TO FACE OF STUD.
3.
MOISTURE MOLD RESISTANT GYP. BD. AT ALL WET
LOCATIONS, TYP.
2
1
PUBLIC SAFETY BUILDING - UCCS
MILITARY AND STUDENT VETERAN CENTER REMODEL
EXISTING PARKING GARAGE STRUCTURE TO REMAIN
MAIN LEVEL
DEMOLITION
PLAN
BID SET
DATE:
DATE: 01/29/2016
DRAWN BY:
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
MAIN LEVEL DEMOLITION FLOOR PLAN
AD.1
1/4" = 1'-0"
0' 1'
5'
10'
20'
WALL HUNG FROM
STRUCTURE ABOVE
RECESSED LIGHT
FIXTURES
3
TV NICHE ELEV.
5
1/4" = 1'-0"
2'-10"
1'-6"
2
TL-1 (TYP.)
OWNER PROVIDED,
3
CONTRACTOR
INSTALLED
4
PL-1 (TYP.)
5
6
7
CAB-1 (TYP.)
8
9
1'-3"
COFFEE BAR ELEV. E
6
1/4" = 1'-0"
5'-10"
5'-2"
2'-0"
NEW
REF.
2'-0"
STAFF KIT. ELEV.
1
1'-0"
2'-6"
2'-6"
2'-2"
PL-1 (TYP.)
3'-9"
SOFFIT SECTION @ TEKNION WALL
4
1/4" = 1'-0"
HDW-1 (TYP.)
3'-0"
HDW-1 (TYP.)
CAB-1 (TYP.)
EXIST.
REF.
TEKNION WALL PER MANUFACTURER
SPEC/INSTALLATION, CONTRACTOR TO
VERIFY & COOR. HTS. PRIOR TO
ORDERING AND INSTALLATION OF
TEKNION WALL
1'-0"
1/4" = 1'-0"
FOR
1/4" = 1'-0"
17
18
20
21
GENERAL ARCHITECTURAL NOTES:
1.
2.
3.
22
23
24
25
26
27
28
29
30
31
PROTECT ALL EXISTING BRICK AND WALLS TO REMAIN DURING AND PRIOR TO CONSTRUCTION.
NEW PAINT - TYP. AT ALL PAINTED WALLS & CEILINGS, SEE FINISH PLANS
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS/HER BEST SKILLS AND
ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS
OF THE WORK UNDER CONTRACT.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE SITE AND NOTIFY
ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE STARTING ANY WORK.
PROVIDE NONCOMBUSTIBLE, FIRE RETARDANT TREATED WOOD BLOCKING IN WALLS AS REQUIRED FOR
WALL MOUNTED MILLWORK, PANELS, EQUIPMENT, ACCESSORIES, SHELVING, WALL STOPS, AND
FURNITURE. VERIFY LOCATION WITH FURNITURE VENDOR.
REPAIR FLOOR TO SMOOTH LEVEL SURFACE BEFORE INSTALLING NEW FLOORING. FLOAT FLOOR AS
REQUIRED TO ELIMINATE ANY CHANGE IN FINISH ELEVATION BETWEEN ADJACENT MATERIALS. ALL
FLOOR PREP TO BE INCLUDED IN PRICING.
PREP ALL COLUMN AND/OR WALL SURFACES AS REQUIRED TO RECEIVE NEW-LEVEL FOR FINISH PAINT.
VERIFY AVAILABILITY OF MATERIALS TO BE USED FROM BUILDING STOCK W/ BUILDING MANAGEMENT.
REMOVE ALL BLINDS PRIOR TO CONSTRUCTION AND RETURN TO OWNER. INSTALL BLINDS PER OWNER.
NOTE: ALL ADHESIVE USED IN CONSTRUCTING NEW FACILITY TO BE NON-TOXIC AND
ENVIRONMENTALLY SAFE.
ALL NEW DOOR HDW AND ACCESSORIES TO BE PER BUILDING STANDARD.
4.
5.
6.
7.
8.
9.
10.
11.
10
11
12
13
14
15
16
3-5/8" MTL. STUDS @ 16" O.C. W/ 5/8" GYP. BOARD EA. SIDE TO BTM. OF STRUCTURE ABOVE
(UNLESS NOTED OTHERWISE, U.N.O.), FOR COLOR & WALL FINISHES SEE INTERIOR
DESIGN DRAWINGS
3-5/8" MTL. STUDS @ 16" O.C. W/ 5/8" GYP. BOARD EA. SIDE TO 6" ABV. CLG. HT. (UNLESS
NOTED OTHERWISE, U.N.O.), FOR COLOR & WALL FINISHES SEE INTERIOR DESIGN
DRAWINGS
6" MTL. STUDS @ 16" O.C. W/ 5/8" GYP. BOARD EA. SIDE (U.N.O.), FOR COLOR & WALL
FINISHES SEE INTERIOR DESIGN DRAWINGS
NEW PAINT ON EXIST. WALLS, COLOR & WALL FINISHES SEE INTERIOR DESIGN DRAWINGS
+30" HIGH COUNTER, STANDARD DEPTH, SUPPORT BRACKETS TO BE PAINTED PT-1
5'-0" DIAMETER CLEAR TURN AREA
30" x 48" CLEAR FLOOR SPACE
CLEAR FLOOR SPACE AS REQUIRED BY DOOR TYPE
BAR SINK (SEE PLUMBING PLANS), PROVIDE CLEARANCES AND MOUNTING HEIGHT AS
SHOWN ON SHEET ADA.1
BASE / UPPER CABINETS PER INTERIOR ELEVATIONS THIS SHEET
COPIER PROVIDED AND INSTALLED BY OWNER
EXIST. REFRIGERATOR, OWNER PROVIDED CONTRACTOR INSTALLED
CUSTOM MILLWORK, DISPLAY CASE GLAZED BOTH SIDES. SEE DETAIL.
COUNTERTOP PER INTERIOR DESIGN DRAWINGS, MOUNTED PER ADA.1
NEW SIGN BY OTHERS (UNDER SEPARATE REVIEW AND PERMIT)
NEW STOREFRONT SYSTEM W/ INSULATED GLAZING, SEE STOREFRONT ELEVATIONS
AND DETAILS ON A4-SERIES SHEETS
FIRE EXTINGUISHER IN CABINET
NEW REFRIGERATOR, OWNER PROVIDED CONTRACTOR INSTALLED
WALL MOUNT TV IN RECESSED NICHE
TEKNION WALL (SHOWN FOR REFERENCE ONLY) DETAILS PROVIDED BY FF&E IN THIS
PACKAGE
+34" HIGH COUNTER ON BASE CABINET PER INTERIOR ELEVATIONS THIS SHEET
EXISTING DRINKING FOUNTAIN TO REMAIN
CANOPY ABOVE, BY MANUFACTURER, MAPES CANOPY OR SIMILAR
EXISTING FIRE EXTINGUISHER CABINET TO REMAIN
EXISTING STORM DRAIN LINES TO REMAIN
WALK-OFF MAT AT RECESSED ENTRY, SEE INTERIOR DESIGN DRAWINGS
DISHWASHER, OWNER PROVIDED CONTRACTOR INSTALLED
UNDER COUNTER MICROWAVE, OWNER PROVIDED CONTRACTOR INSTALLED
ALUM. FRAME WITH OPAQUE GLAZING
PAINT EXIST HM DOOR TO MATCH DOOR TYPE 3
01.29.16
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
2
EXIST.
MICRO.
EXIST. CLG. TILE GRID
TO REMAIN AND BE
PATCHED AS NEEDED
OWNER PROVIDED,
CONTRACTOR
INSTALLED
2'-10"
7'-8"
8'-4"
4'-8"
DISHWASHER
COFFEE BAR ELEV. S
1'-0"1'-5 1/2"
2'-0"
3-5/8" MTL. STUDS
FIN. FLR.
1'-11 7/8" 2'-0"
2'-0"
1'-6"
GYP. B.D ON 3-5/8" STUD
WALL HUNG FROM
STRUCTURE ABOVE.
6'-0"
TV WALL MOUNT
HARDWARD BY
CONTRACTOR
GYP. BD.
(ALL SIDES)
MICROWAVE DRAWER
CAB-1 (TYP.)
2'-0"
3'-0"
8"
1'-6"
3'-0"
1'-0"
TL-1 (TYP.)
55" TV OWNER
PROVIDED,
CONTRACTOR
INSTALLED
2'-10"
PL-1 (TYP.)
5'-2"
DOUBLE BUNN COFFEE
POT W/ BUILT-IN WATER
LINE (OWNER PROVIDED
CONTRACTOR INSTALLED)
RECESSED WALL
MOUNT TV NICHE
NEW ACC. CLG. TILE
GRID HUNG FROM
STRUCTURE ABV.
7"
PROVIDE BLOCKING
FOR MOUNT HDW.
SHELVES FOR COFFEE
MUG STORAGE, PL-1
HDW-1 (TYP.)
3-3/4" NICHE
DEPTH
3'-6"
1'-0 1/8"
3'-6"
2'-0"
DATE
NUMBER
GYP. SOFFIT
2'-0"
REVISIONS
FLOOR PLAN KEYNOTES:
4
N.I.C.
4
SHARED
OFFICE 1
ELEC.
CLOS.
4
14'-3
3'-9 5/8"
CASE OPEN.
3'-0" x 7'-0"
5
A1.1
6
8 7/8"
2
1
MECHANICAL
ROOM
12'-4 7/8"
3/8
N.I.C.
"
130
°
8'-10 1/2"
95°
TYPICAL WALL LEGEND
13'-5 1/4"
2'-5 3/4"
1
EXISTING WALL TO BE REMOVED, REFER TO
THE DEMOLITION PLAN
NEW 3-5/8" MTL. STUD WALL @ 16" O.C. W/
5/8" GYP. BD. EA. SIDE TO UNDERSIDE OF
DECK OR 6" PAST ACC. CLG. LOCATIONS PER
PLAN NOTES
8
NEW 6" MTL. STUD WALL @ 16" O.C. W/ 5/8"
GYP. BD. EA. SIDE TO UNDERSIDE OF DECK
OR 6" PAST ACC. CLG. LOCATIONS PER PLAN
NOTES
8
A5.1
24
NOTES:
1.
DIMENSIONS TO EXISTING CONSTRUCTION IS TO
FACE
OF FINISH.
2.
DIMENSIONS TO NEW CONSTRUCTION IS TO FACE OF STUD.
3.
MOISTURE MOLD RESISTANT GYP. BD. AT ALL WET
LOCATIONS, TYP.
31
16'-10"
NORTH
4'-0"
3
8 Sim
MAIN LEVEL
FLOOR PLAN
NEW 1 HOUR RATED WALL CONSTRUCTION.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD ON
EACH SIDE, CARRY FROM BOTTOM OF WALL TO
UNDERSIDE OF STRUCTURAL DECKING, WHERE
OCCURS.
EXIT
ONLY
5 1/4"
REAR
ENTRY
VESTIBULE
EXISTING WALL TO REMAIN
8'-10 3/4"
3
1
10'-4 3/8"
°
135
26
2'-10"
A1.1
29
CASE OPEN.
7'-0 5/8"
4'-0" x 7'-0"
2'-8"
CPT
18
LVT
9'-5 1/8"
1
28
2
STUDENT
PRINTER
LOCATION, UCCS
PROVIDED AND
INSTALLED
LOUNGE
6
25
5
2
4
FLOORING
TRANSITION
(TYP.)
22
8
5
T
CP
A5.1
1/4" = 1'-0"
2
90°
T
LV
4'-0
6
COMPUTERS
R 27
1
12
22
/4"
'-8 3
8
1'-11 1/4"
N.I.C.
1
R2
1/8"
4'-9 1/4"
WALL MOUNT TV
SIGNAGE
NEW CORR.
ENTRY
2
8'-0 3/8"
11'-0 1/4"
3'-4 1/4"
13
2
2'-5 3/4"
7 1/2"
ENTRY
CORRIDOR
A1.1
4"
1/
2
10
STAFF
SMALL
MEETING
8
1
3 3/4"
9
4"
4'-5 3/4"
2"
20
3
7'-4 7/8"
'-4
R 9'-3 1
/8"
R8
'-3"
CPT
1/
RECEPTION
4'-6 1/4"
13
2'-4"
10
2
2'-
1
7
5'-
1/
STAFF
KIT.
8
130
°
90°
13
1
EXIST. TO
REMAIN
8
1
11
4'-11 1/4"
8
1
8
8
10
Sim
27
MAIN LEVEL FLOOR PLAN
A1.1
7
1
11
A5.1
21
LV
T
A5.1
NEW DOOR TO MATCH EXIST.
PATCH & REPAIR EXIST. WALL,
& FLOOR FINISHES DAMAGED
BY INSTALLATION. MATCH ALL
EXIST. FINISHES.
2
4
CP
T
8
7
N.I.C.
4
9
LVT
3'-0"
6
MIN.
8
4
8
12
17
5
23
ELECTRICAL
ROOM
8
4
2
4
2
3'-10 1/4"
(OR STAND.)
2'-1"
4
8
8
7
8
PRIVATE
OFFICE 2
12'-7 5/8"
8
6
8
PRIVATE
OFFICE 1
2
1'-10"
5
8
4
1
N.I.C.
8
4
4
SHARED
OFFICE 2
42" CLEAR
N.I.C.
4
MILITARY AND STUDENT VETERAN CENTER REMODEL
EXIST.
ELEC.
9'-6 3/8"
EXIST.
MENS
4
12'-5"
4
12'-2"
15
0' 1'
5'
10'
PUBLIC SAFETY BUILDING - UCCS
EXISTING PARKING GARAGE STRUCTURE TO REMAIN
BID SET
DATE:
DATE: 01/29/2016
DRAWN BY:
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
A1.1
20'
REVISIONS
REFLECTED CEILING PLAN GENERAL NOTES
NOTE:
ALL FIRE SMOKE DAMPER TEST BUTTONS (6 EXISTING) AT
EXISTING FAN POWER BOXES NEED TO BE RE-INSTALLED
IN NEW CEILING.
1.
CENTER CEILING GRID IN ROOMS, U.N.O.
2.
ALL RECESSED ELECTRICAL FIXTURES, MECHANICAL GRILLES,
DIFFUSERS, ETC. SHALL BE CENTERED IN CEILING GRID, U.N.O.
3.
REFER TO ELECTRICAL PLANS FOR MORE DETAILED FIXTURE
INFORMATION, TYP.
DATE
FOR
RCP SYMBOL LEGEND
CEILING MTD. LIGHT
P
CEILING MTD. PENDANT
LIGHT
RECESSED 6" CAN
WALL MTD. LIGHT
01.29.16
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
NEW RECESSED LED TROFFER LIGHT
W/ ACRYLIC LENSE OR INDIRECT LAY-IN
REPLACE EXISTING W/ 2'x4 RECESSED
LED TROFFER LIGHT W/ ACRYLIC
LENSE OR INDIRECT LAY-IN
NEW 2'x2' ACOUSTIC TILE CEILING GRID SYSTEM
W/ LAY-IN PANELS.
NEW 5/8" GYP. BD. CEILING
NEW 1 HOUR RATED WALL CONSTRUCTION.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD ON
EACH SIDE, CARRY FROM BOTTOM OF WALL TO
UNDERSIDE OF STRUCTURAL DECKING, WHERE
OCCURS.
EXIST.
MENS
EXISTING CLG. GRID
TO REMAIN
EXISTING CLG. GRID
TO REMAIN
EXISTING CLG. GRID
TO REMAIN
SUPPLY AIR & RETURN AIR GRILLES
PER MECH. DRWGS.
EXIST.
ELEC.
N.I.C.
PRIVATE
OFFICE 1
SHARED
OFFICE 2
SHARED
OFFICE 1
PATCH & REPAIR CLG. GRID
AS REQUIRED TO MATCH
EXIST.
EXIST.
ELEC.
N.I.C.
PRIVATE
OFFICE 2
EXIST. FAN POWERED BOX FIRE SENSOR TEST SWITCH
TO BE REINSTALLED.
N.I.C.
N.I.C.
EXISTING CLG. &
LIGHTING TO
REMAIN, PATCH &
REPAIR AS
REQUIRED
B.O. ACC. CLG. TILE @ 8'-4" A.F.F.
2'-0"
B.O. ACC. CLG. TILE @ 8'-4" A.F.F.
RECEPTION
B.O. ACC. CLG. TILE @ 8'-0" A.F.F.
1'-4"
R
9
R 6'-
EXIST. TO
REMAIN
1/2"
5'-0"
5'-0"
B.O. GYP. BD. SOFFIT @ 7'-8" A.F.F.
5'-0
2'-2 1/4"
OR AS HIGH AS ALLOWABLE
(FIELD VERIFY HT.)
1'-3 3/4"
1
(TY 1"
P.)
B.O. ACC. CLG. TILE @ 8'-3" A.F.F.
4'-2"
1'-1 3/8"
OR AS HIGH AS ALLOWABLE
(FIELD VERIFY HT.)
/8"
OR AS HIGH AS ALLOWABLE
(FIELD VERIFY HT.)
2'-0"
LOUNGE
B.O. GYP. BD. SOFFIT @ 7'-8" A.F.F.
OR AS HIGH AS ALLOWABLE
(FIELD VERIFY HT.)
EXISTING CLG.
GRID TO REMAIN
N.I.C.
ELECTRICAL
ROOM
TYPICAL WALL LEGEND
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED, REFER TO
THE DEMOLITION PLAN
COMPUTERS
A5.1
ALIGN SOFFIT W/
CORNER OF WALL
EXIST. TO
REMAIN
B.O. ACC. CLG. TILE @ 8'-2" A.F.F.
6'-0"
OR AS HIGH AS ALLOWABLE
(FIELD VERIFY HT.)
NEW 1 HOUR RATED WALL CONSTRUCTION.
PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD ON
EACH SIDE, CARRY FROM BOTTOM OF WALL TO
UNDERSIDE OF STRUCTURAL DECKING, WHERE
OCCURS.
2'-0"
1'-2"
6'-0"
6'-0"
MAIN LEVEL
REFLECTED
CEILING PLAN
NEW 6" MTL. STUD WALL @ 16" O.C. W/ 5/8"
GYP. BD. EA. SIDE TO UNDERSIDE OF DECK
OR 6" PAST ACC. CLG. LOCATIONS PER PLAN
NOTES
B.O. ACC. CLG. TILE @ 8'-0" A.F.F.
2'-0"
6'-0"
NEW 3-5/8" MTL. STUD WALL @ 16" O.C. W/
5/8" GYP. BD. EA. SIDE TO UNDERSIDE OF
DECK OR 6" PAST ACC. CLG. LOCATIONS PER
PLAN NOTES
REAR
ENTRY
VESTIBULE
3'-10"
12
1
STAFF
SMALL
MEETING
11
1'-4"
B.O. ACC. CLG. TILE @ 8'-0" A.F.F.
B.O. GYP. BD. SOFFIT @ 7'-8" A.F.F.
N.I.C.
"
B.O. ACC. CLG. TILE @ 8'-4" A.F.F.
PATCH &
REPAIR AS
REQUIRED
ENTRY
CORRIDOR
EXIST. TO
REMAIN
10
"
1'-0 .)
P
Y
(T
3'-1
PATCH CLG. GRID TO MATCH EXIST.
1
'-1
8"
3/
PATCH & REPAIR
AS REQUIRED
4'-2 7/8
"
EXIST. TO
REMAIN
8'-0 3/8"
EXIST. TO
REMAIN
8'-1 1/2"
EXIST. TO
REMAIN
OR AS HIGH AS ALLOWABLE
(FIELD VERIFY HT.)
6'-0"
NOTES:
1.
DIMENSIONS TO EXISTING CONSTRUCTION IS TO
FACE
OF FINISH.
2.
DIMENSIONS TO NEW CONSTRUCTION IS TO FACE OF STUD.
3.
MOISTURE MOLD RESISTANT GYP. BD. AT ALL WET
LOCATIONS, TYP.
6'-0"
MAIN LEVEL
PUBLIC SAFETY BUILDING - UCCS
EXISTING CLG. GRID
TO REMAIN
MILITARY AND STUDENT VETERAN CENTER REMODEL
EXIST 2'x4' ACOUSTIC TILE CEILING GRID
SYSTEM W/ LAY-IN PANELS. PATCH & REPAIR
WITH EXISTING AS NEEDED.
REPLACE ANY DAMAGED CLG.
TILES IN AREAS WHERE
EXIST. TO REMAIN
BID SET
DATE:
DATE: 01/29/2016
DRAWN BY:
TDG
CHECKED BY:
TDG
PROJECT NO.:
15135
SHEET:
A1.5
1/4" = 1'-0"
0' 1'
5'
10'
20'
REVISIONS
2'-6"
DATE
FOR
DOOR & FRAME SCHEDULE
6"
Type Mark
1
2
3
5
TOP TRIM PIECE
CASEWORK SPEC:
Clear Alder to be finished to match: Wilsonart
Cocobala 7942-07. Sample to be provided to
designer for approval.
GLASS DOORS W/ PUSH MAGNETIC
CATCH AND KEYED LOCKS
DOOR & FRAME SCHEDULE LEGEND
DOOR HARDWARE NOTES
ALUM.
CTG
CTLG
FRGC
H.M.
P
PF
SS
ST
STL.
TTG
TTIG
U.N.O.
WD.
NOTE 1.
NOTE 2.
NOTE 3.
NOTE 4.
NOTE 5.
NOTE 6.
NOTE 7.
NOTE 8.
NOTE 9.
NOTE 10.
NOTE 11.
NOTE 12.
NOTE 13.
NOTE 14.
NOTE 15.
NOTE 16.
NOTE 17.
NOTE 18.
NOTE 19.
10"
ALUMINUM
CLEAR TEMPERED GLASS
CLEAR TEMPERED LAMINATED GLASS
FIRE RATED GLASS CERAMIC
HOLLOW METAL
PAINT
PREFINISHED
STAINLESS STEEL
STAIN (WOOD)
STEEL
TINTED TEMPERED GLASS
TINTED TEMPERED INSULATED GLASS
UNLESS NOTED OTHERWISE
WOOD
ELEVATION
SEE
SOLID
CORE
WOOD
DOOR
2"
2"
SEE
2"
A
2"
INSUL.
TEMP.
GLASS
B
HOLLOW
METAL
DOOR,
INSULATED
C
D
SCALE: 1/4" = 1'-0"
GYP. BD. SOFFIT,
LOCATION PER RCP
7
Sim
FIELD VERIFY
5'-0 1/8"
A5.1
3-5/8" MTL. STUDS @
16" O.C.
10'-11 5/8"
3'-7 7/8"
3'-7 7/8"
2'-0"
TEMP.
TEMP.
GLASS, SEE
ELEVATIONS FOR
DIMENSIONS
SEE FLOOR PLAN
FOR WALL TYPE
9
2 1/2"
(TYP.)
TEMP.
GLASS
TEMP.
GLASS
TEMP.
2
STOREFRONT ELEVATIONS
GLASS & STOP WHERE
OCCURS, SEE PLAN
AND FRAME ELEVATION
SCALE: 1/4" = 1'-0"
NOTE:
STOREFRONT ELEVATIONS ARE PROVIDED FOR GENERAL DESIGN INTENT
AND LAYOUT. COORDINATE FINAL DIMENSIONS WITH CONDITIONS IN FIELD.
SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW TO VERIFY
COMPLIANCE WITH DESIGN INTENT.
TYP. JAMB DETAIL
1 1/2" = 1'-0"
MANUFACTURER TO PROVIDE
SHOP DRAWINGS FOR CANOPY
PROVIDE PLASTIC SHIM AND NON
EXPANSIVE SPRAY FOAM INSULATION
BETWEEN DOOR AND SURROUNDING
FRAMING
VERIFY DOOR
LOCATION WITH
ARCHITECTURAL PLAN
PROVIDE SEALANT BETWEEN DOR UNIT AND
INTERIOR TRIM ENTIRE PERIMETER
1'-1"
4'-0"
2"
(TYP.)
2"
(TYP.)
3'-2 1/8"
SUFACE MOUNTED 2"x2"
MTL FRAME WITH
OPAQUE TEMP. GLAZING
PANELS, TO BE
MOUNTED WITH MTL.
ANGLE BRACKETS
2'-5 3/4"
2'-5 3/4"
REPLACE EXIST. DOOR
WITH FULL LITE EXT.
DOOR, PER SCHEDULE
OPACIFIER COLOR TO
MATCH EXIST.
3'-6 1/2"
FLD. VERIFY
SIGN BY OWNER
2"X2" METAL FRAME,
SURFACE MOUNTED
8'-6"
GLASS & STOP WHERE
OCCURS, SEE PLAN
AND FRAME ELEVATION
VETERAN CENTER
2"
EXIST. PRECAST WALL
EXIST. BRICK VENEER
ANCHOR MUST BE
ANCHORED INTO EXIST.
PRECAST WALL BEYOND
BRICK VENEER W/
STRUCTURAL GRADE EPOXY
ANGLE PLATE
LAG SCREW
OPAQUE GLAZING PANEL
DATE:
CONT. SEALANT ALL SIDES
DRAWN BY:
1/4" PLATE
CHECKED BY:
TDG
2X2 METAL FRAME
PROJECT NO.:
15135
EXIST. SIDEWALK
SIDE ELEVATION
FRONT ELEVATION
5
ADA DOOR SILL DETAIL
1 1/2" = 1'-0"
6
TYP. HEADER DETAIL
1 1/2" = 1'-0"
8
ENTRY DETAIL
1/4" = 1'-0" (3" = 1'-0" ON ENLARGED PARTIAL PLAN)
DOOR
SCHEDULE, ELEV.
& DETAILS
BID SET
2'-11"
2"
HM FRAME
H.M. FRAME,
SEALANT EA. SIDE,
TYP.
1'-4"
BOXED HEADER,
TYP.
1 1/2" = 1'-0"
MAPES CANOPY (OR
EQUAL) DESIGNED
AND INSTALLED PER
MANUFACTURER
MAPES CANOPY (OR
EQUAL) BY
MANUFACTURER, W/
TIEBACK RODS
2"
(TYP.)
STOREFRONT SECTION
EXIST. HM DOOR FRAME
2"
(TYP.)
SEE FLOOR PLAN
FOR WALL TYPE
TIE BACK RODS W/ PLATE
ANCHORED TO EXISTING
WALL PER MANUFACTURER
1'-0"
ALUM. STOREFRONT
BTM. FRAME
2"
1'-7 1/8"
1/4" CLEAR
STOREFRONT GLASS
(NOT INSULT.)
8'-0"
2 1/2"
(TYP.)
2 1/2"
(TYP.)
1
1/2"
MAX.
3'-5"
2 1/2"
(TYP.)
VERIFY DOOR LOCATION WITH
ARCHITECTURE PLAN
6'-0"
8'-0"
3/4" = 1'-0"
GLASS, SEE
ELEVATIONS FOR
DIMENSIONS
7
3'-7 7/8"
2 1/2"
(TYP.)
SOFFIT DETAIL
H.M. FRAME, SEALANT
EA. SIDE, TYP.
CONT. SEALANT BOTH
SIDES
EXIST. CONC. S.O.G.
TO FIT EXIST. OPEN.
EXIST. CLG. TILE
GRID TO REMAIN
EXIST. WALL
ALUM STOREFRONT DOOR,
SEE STOREFRONT
ELEVATION 2
DOOR ELEVATIONS
NEW ACC. CLG. TILE
GRID HUNG FROM
STRUCTURE ABV.
2'-0"
SEE
SCHED.
SOLID
CORE
WOOD
DOOR
EXIST. WALL TO
REMAIN
3 5/8" MTL STUD @ 16"
O.C. WALL HUNG
FROM STRUCTURE
ABOVE
2"
CLEAR
1/4' TEMP.
GLASS
SEE SCHED.
2"
3/4" = 1'-0"
4" ALUM.
STOREFRONT
FRAME
Comments
01.29.16
SCHED.
SEE SCHED.
DISPLAY CASE DETAIL
ALUM.
STOREFRONT
FRAME, SEALANT
EA. SIDE, TYP.
Hardware Notes
1, 3, 8, 9 or 10,
1, 3, 8, 9 or 10,
1, 4, 6, 8, 9 or 10,
1, 3, 8, 9 or 10,
1-1/2 PR. BB HINGES (2 PR. FOR OVERSIZED DOORS)
STOREROOM LOCKSET
CLASSROOM LOCKSET
PASSAGE LOCKSET
PANIC HARDWARE
WEATHERSTRIPPING AND SWEEP
SMOKE SEAL
THRESHOLD (1/2" MAX.)
WALL STOP
FLOOR STOP
SWING HINGES
SIGNAGE
KICK PLATE
PUSH PLATE
REX (REQUEST TO EXIT)
DSP (DLOOR STOP POSITION)
CARD READER
ELECTRIC STRIKE
ALL GLASS IN THIS RATED DOOR AND FRAME TO BE FRGC
SCHED.
12
Fire Rating
N/A
N/A
N/A
N/A
ALL DOORS ARE 1-3/4" THICK (U.N.O.)
ALL FRAMES ARE VIEWED FROM THE EXTERIOR SIDE, U.N.O.
SEE DOOR AND FRAME SCHEDULE FOR ACTUAL DOOR SIZES. COORDINATE FRAME DIMENSIONS WITH DOOR SIZES.
THE RATING OF THE DOOR FRAME SHALL BE EQUAL TO THE RATING OF THE DOOR..
REFER TO SHEET A4.2 FOR DOOR HEAD AND JAMB DETAILS, U.N.O.
SEE STRUCTURAL SEETS FOR LINTELS AT DOOR HEADS, IF REQUIRED.
THE PERIMETER OF ALL FRAMES SHALL BE CAULKED AT BOTH THE EXTERIOR FACE OF THE INTERIOR FACE.
2"
NEW BOXED
HEADER, TYP.
Jamb Detail
9/A5.1
9/A5.1
9/A5.1, SIM.
201 East Las Animas Street, Suite 113
Colorado Springs, CO 80903
719.623.5641 (Phone)
719.623-5643 (Fax)
WOOD FACE FRAME
BASE TRIM PIECE
4
Head Detail
6/A5.1
6/A5.1
6/A5.1, EXIST. HEAD TO REMAIN
PUBLIC SAFETY BUILDING - UCCS
1'-0"
ADJACENT CURVED WALLS
PLAN
SECTION
Frame Material Frame Finish
Glazing
HM
PAINT
HM
PAINT
HM
PAINT
FULL LITE
ALUM.
GLAZED STOREFRONT
MILITARY AND STUDENT VETERAN CENTER REMODEL
8'-4"
7'-0"
RECESSED LED PUCK LIGHT
ABOVE
WOOD FILLER PIECE AS NEEDED
ADJUSTABLE GLASS
SHELFS
Door Finish
STAINED, SEALED
STAINED, SEALED
PAINTED
4"
1.
2.
3.
4.
5.
6.
7.
GLASS OR WOOD
ADJUSTABLE SHELVES
GLASS SHELF BEYOND
B
C
D
Door Material
SOLID CORE WD DR
SOLID CORE WD DR
HOLLOW METAL
ALUM. STORE.
DOOR, FRAME, & GLASS GENERAL NOTES
3" WOOD STILE
2'-6"
Door
Elevation
SEE SCHED.
2" WOOD FACE FRAME
Height
7'-0"
7'-0"
7'-0"
7'-7"
2"
LED PUCK LIGHT, WIRED
FROM SOFFIT ABOVE
Width
3'-0"
3'-0"
3'-0"
3'-1 1/4"
DATE: 01/29/2016
TDG
SHEET:
ENLARGED
PARTIAL PLAN
A5.1
S
N
O
I
S
I
V
E
R
EXIST.
WOMENS
SHARED
OFFICE 1
PRIVATE
OFFICE 1
PRIVATE
OFFICE 2
SHARED
OFFICE 2
CPT-1 & 2
CPT-1 & 2
CPT-1 & 2
PT-3
PT-3
PT-3
CPT-1 & 2
ELEC.
CLOS.
PT-3
MOP
SINK
ELECTRICAL
ROOM
3
1
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REF.
CPT-1
ACC-1
CPT-1 & 2
CPT-1 & 2
︶
LVT-1
LVT-1
︵
︵
LVT-1
NEW CORR.
ENTRY
︶
STAFF
KIT.
ACC-1
CPT-1
SIGNAGE
RECEPTION
ELECTRICAL
ROOM
CPT-1 & 2
COMPUTERS
ACC-1
REAR
ENTRY
VESTIBULE
T-1
CPT-1 & 2
LVT-1
LVT-1
1
ACC-1
CPT-1
PED-1
FLOOR PLAN - II
1/4" = 1'-0"
Interior Finish Selections:
Accessories:
ACC-1
Base:
B-1
Cabinet:
CAB-1
Manuf: Centiva
Item #: ME003 - MetalEdge Trois
Finish: 00179 - Steel
Size: 1/4" Cap with 1/8" Wide Support
Location: 1/4" CPT-1 to 1/8" LVT-1
Remarks: To Be Miter Cut In Field; Requires
ME004- MetalEdge Quatre In 00040-Black
Manuf: Johnsonite
Product: Traditional Wall Base, DC-66
Item: Standard Toe 4" ; Rolled goods only
Color: Ironstone 178
Nominal Size: 4" H
Location: Standard Wall Base, UNO
Manuf: Starmark Cabinets or Equal
Door Style: Tempo
Wood Type: Clear Alder
Color Name: Slate
Color Family: Gray
Shelves: To Match
Location: Lounge and Breakroom
Remarks: CAB Sample Must be Provided and
Approved By Designer
Carpet:
CPT-1
Paint:
PT-1
PT-2
Manuf: Centiva
Product: Fusion CFN
Color: Sand 3724
Nominal Size: 12" x 36"
Total Thickness: 0.120"
Wear Layer Thickness: 32 mil
Edge Treatment: Square Edge (SE)
Recycled Content: 13.8%-27.5% Preconsumer
Flexibility ASTM F137: Passes
Dimensional Stability ASTM F2199: Passes
Static Load ASTM F970: Passes
Residual Indentation ASTM F1914: Excellent
Flammability ASTM E648: CRF>0.45 watts/cm2 NFPA Class 1
Slip Resistance ASTM D2047: Passes >0.5 ADA Compliant
Smoke Density ASTM E662: Passes <450 Dmc
Resistance to Light ASTM F1515: Excellent
Chemical Resistance ASTM F925: Excellent
Resistance to Heat ASTM F1514: Excellent
Installation Method: Unidirectional, Brick Pattern, Vertical East To West
Installation: Per Manufacturer's Approved Products and Procedures
Warranty: 20-Year Limited Commercial Wear Warranty
Location: See Drawings
Remarks: Provide 10% Attic Stock
Manuf: Sherwin Williams
Product: ProMar 400 Zero VOC Interior Latex Eg-Shel
Color: SW7053 Adaptive Shade
Finish: Eg-Shel
LRV: 21%
Location: Wall Standard, UNO
Pedestrian Carpet:
PED-1
Manuf: Sherwin Williams
Product: ProMar 400 Zero VOC Interior Latex Eg-Shel
Color: SW7051 Analytical Gray
Finish: Eg-Shel
LRV: 48%
Location: Office Walls
Manuf: Philadelphia Commercial
Product: Step On It Tile
Style #: 54587
Color: Running Late 87500
Size: 24" x 24"
Construction: Multi-Level Pattern Loop
Tufted Weight: 28
Gauge: 1/12
Stitches Per Inch: 8.8
Finished Pile Thickness: 0.152
Total Thickness: 0.293
Primary Backing: Synthetic
Secondary Backing: Ecoworx Tile
Radiant Panel: Class 1
NBS Smoke: Less Than 450
Exlectrostatic Propensity: Less Than 3.5kv
Installation Method: Quarter Turn
Installation: Per Manufacturer's Approved Products
and Procedures
Warranty: Lifetime Stain, Lifetime Performance
Location: See Drawings
Plastic Laminate:
PL-1
Tile:
T-1
Vinyl:
VIN-1
Manuf: Nevamar
Product: Blue Lunaria LU3001T
Edge Banding: Self Bullnose
Location: Countertops, Standard, UNO
Manuf: Arizona Tile
Product: H-Line Alabaster Glossy
Nominal Size: 4" x 16"
Grout: Laticrete, Sauterne #18
Location: Kitchen Backsplash
Installation: Monolithic
Manuf: 3M Vinyl Or Equal
Product: Vinyl Window Applique
Color: Matte Silver
Location: MOD-1
Remarks: Design and Art File to be Provided by Owner
MAIN LEVEL
FINISH PLAN AND
SPECIFICATIONS
Bid Set
DATE: 01/29/2016
KH, AR
BV
:
.
O
N
T
C
E
J
O
R
P
15135
:
T
E
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S
Manuf: Sherwin Williams
Product: ProMar 400 Zero VOC Interior Latex Eg-Shel
Color: SW6257 Gibraltar
Finish: Eg-Shel
LRV: 13%
Location: Reception Wall; See Drawings
PT-3
:
Y
B
D
E
K
C
E
H
C
Manuf: My Knobs Or Equal
Product: Solid Stainless Steel Bar Pull
Item #: 1004-SS
Size: 6.14" L x 1/2" Diameter x 3-3/4" Centers x
1-3/8" Projection
Finish: Stainless Steel
Location: Cabinet Standard, UNO
Luxury Vinyl Tile:
LVT-1
:
Y
B
N
W
A
R
D
Manuf: Milliken
Style: BKB109 Backbeat - Modular
Color: 130 DJ With Scarlet
Nominal Size: 1m x 1m (39.4" x 39.4")
Construction: Tufted, Textured Loop
Yarn Type: Miliken-Certified WearOn Nylon Type 6,6
Dye Method: Millitron
Tufted Face Weight: 20 oz/yd2
Gauge: 1/10
Stitches Per Inch: 10.3
Finished Pile Height: 0.14"
Finished Pile Thickness: 0.11"
Average Density: 7,793
Standard Backing: PVC-Free Comfort Plus ES Cushion
Stain Repel/Resist: StainSmart
Antimicrobial: AlphaSan AF Built-In Protection
Recycled Content by Total Weight: 35.9% Pre-Consumer,
8.6% Post Consumer
Flammability Radiant Panel ASTM-E-648: > 0.45 (Class 1)
Smoke Density ASTM-E-662: < 450
Methenamine Pill Test ASTM D 2859: Self-Extinguishing
Lightfastness (AATCC 16E): > 4.0 at 80 Hours
Crocking (AATCC 165): > 4.0 Wet or Dry
Installation Method: Monolithic
Installation: Per Manufacturer's Approved Products and
Procedures
Warranty: Lifetime Limited Warranty
Location: See Drawings
Remarks: 50% CPT-1, 50% CPT-2; Provide 10%
Attic Stock
:
E
T
A
D
CPT-2
Manuf: Milliken
Style: FRS109 Freestyle - Modular
Color: 130 DJ With Scarlet
Nominal Size: 1m x 1m (39.4" x 39.4")
Construction: Tufted, Textured Loop
Yarn Type: Miliken-Certified WearOn Nylon Type 6,6
Dye Method: Millitron
Tufted Face Weight: 20 oz/yd2
Gauge: 1/10
Stitches Per Inch: 10.3
Finished Pile Height: 0.14"
Finished Pile Thickness: 0.11"
Average Density: 7,793
Standard Backing: PVC-Free Comfort Plus ES Cushion
Stain Repel/Resist: StainSmart
Antimicrobial: AlphaSan AF Built-In Protection
Recycled Content by Total Weight: 26% Pre-Consumer,
9% Post Consumer
Flammability Radiant Panel ASTM-E-648: > 0.45 (Class 1)
Smoke Density ASTM-E-662: < 450
Methenamine Pill Test ASTM D 2859: Self-Extinguishing
Lightfastness (AATCC 16E): > 4.0 at 80 Hours
Crocking (AATCC 165): > 4.0 Wet or Dry
Installation Method: Monolithic
Installation: Per Manufacturer's Approved Products and
Procedures
Warranty: Lifetime Limited Warranty
Location: See Drawings
Remarks: 50% CPT-1, 50% CPT-2; Provide 10%
Hardware:
Attic Stock
HDW-1
PUBLIC SAFETY BUILDING
CPT-1 & 2
PT
-2
LVT-1
CPT-1
CPT-1 & 2
LOUNGE
DISPLAY
CASE
REF.
STAFF
SMALL
MEETING
MILITARY AND STUDENT VETERAN CENTER REMODEL
ENTRY
CORRIDOR
LVT-1
WALL MOUNT TV
DISPLAY
CASE
EXIST. TO
REMAIN
R
O
F
E
T
A
D
EXIST.
MENS
ID-1.0
S
N
O
I
S
I
V
E
R
EXIST.
EXIST.
EXIST.
EXIST.
DESK-2
SHARED
OFFICE 1
ELEC.
CLOS.
EXIST. QTY. 4
VF
1
VF
2
VF
3
︶
PRIVATE
OFFICE 2
DESK-2
EXIST.
PRIVATE
OFFICE 1
VF
4
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST. EXIST. EXIST.
DESK-2
MOP
SINK
STG-1
STG-1
NEW CORR.
ENTRY
STG-5A
STAFF
KIT.
ER
PI
O
C
STG-5
STG-4
STOR-1
STG-5A
STG-1
STG-2
STG-2
ENTRY
CORRIDOR
STG-4
WALL MOUNT TV
DESK-1
STG-2
TBL-4
STAFF
SMALL
MEETING
STG-4
TBL-2
EXIST.
STG-5
RECEPTION
STG-5
STG-4
DESK-2
EXIST.
STG-4
STG-4
STG-5A
COMPUTERS
TBL-4
STG-4
LOUNGE
REF.
STG-4
TBL-4
STG-4
STG-5
STG-4, QTY. 5
TBL-2
STG-5B
TBL-3
STG-3
STG-3
STG-3
STG-3
TBL-3
STG-3
STG-3
TBL-4
TBL-1
MAIN LEVEL FURNITURE REFERENCE PLAN
EXIST.
STG-4
STG-4
STG-5A
DESK-2
EXIST.
STG-1
EXIST. TO
REMAIN
1/4" = 1'-0"
22
EXIST.
REF.
MOD-1
1
ELECTRICAL
ROOM
EXIST.
REAR
ENTRY
VESTIBULE
ELECTRICAL
ROOM
PUBLIC SAFETY BUILDING
EXIST.
WOMENS
EXIST.
SHARED
OFFICE 2
MILITARY AND STUDENT VETERAN CENTER REMODEL
BROCHURE
HOLDER
EXIST.
BROCHURE
HOLDER
︶
STG-1
︵
︵
EXIST.
EXIST.
EXIST.
EXIST.
MENS
EXIST.
R
O
F
E
T
A
D
EXIST.
3
1
1
e
t
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S
3
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9.
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MAIN LEVEL
FURNITURE
REFERENCE PLAN
Bid Set
:
E
T
A
D
DATE: 01/29/2016
:
Y
B
N
W
A
R
D
KH, AR
:
Y
B
D
E
K
C
E
H
C
BV
:
.
O
N
T
C
E
J
O
R
P
15135
:
T
E
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H
S
ID-1.1
Leffingwell
Consulting
Engineers, Inc.
PUBLIC SAFETY BUILDING - UCCS
MILITARY AND STUDENT VETERAN CENTER REMODEL
1315 North El Paso Street
Colorado Springs, CO 80903
T: (719) 473-5998
E: GaryL@LeffingwellCE.com
E:\Projects\2015 Projects\15041\Drawings\Mechanical\15041 Mechanical.dwg
MECHANICAL
LEGEND AND
GENERAL NOTES
BID SET:
01/29/2016
01/29/2016
LCE
LCE
15135
M-1
0' 1'
5'
10'
20'
EXIST.
MENS
EXIST.
WOMENS
Leffingwell
Consulting
Engineers, Inc.
1315 North El Paso Street
Colorado Springs, CO 80903
T: (719) 473-5998
E: GaryL@LeffingwellCE.com
ENTRY
CORRIDOR
1
1/8" = 1'-0"
ENTRY
CORRIDOR
2
MAIN LEVEL PLUMBING DEMOLITION PLAN
1/8" = 1'-0"
PUBLIC SAFETY BUILDING - UCCS
EXIST.
WOMENS
MILITARY AND STUDENT VETERAN CENTER REMODEL
EXIST.
MENS
MAIN LEVEL HVAC DEMOLITION PLAN
E:\Projects\2015 Projects\15041\Drawings\Mechanical\15041 Mechanical.dwg
MECHANICAL
DEMOLITION
PLANS
BID SET:
01/29/2016
01/29/2016
LCE
LCE
15135
M-2
0' 1'
5'
10'
20'
EXIST.
WOMENS
ELEC.
CLOS.
EXIST.
MENS
ELECTRICAL
ROOM
SHARED
OFFICE 1
PRIVATE
OFFICE 1
SHARED
OFFICE 2
PRIVATE
OFFICE 2
Leffingwell
Consulting
Engineers, Inc.
STAFF
KIT.
1315 North El Paso Street
Colorado Springs, CO 80903
T: (719) 473-5998
E: GaryL@LeffingwellCE.com
ENTRY
CORRIDOR
RECEPTION
MECHANICAL
ROOM
COMPUTERS
STAFF
SMALL
MEETING
LOUNGE
REAR
ENTRY
VESTIBULE
1
1/8" = 1'-0"
EXIST.
WOMENS
SHARED
OFFICE 2
SHARED
OFFICE 1
PRIVATE
OFFICE 1
PRIVATE
OFFICE 2
ELECTRICAL
ROOM
RECEPTION
MILITARY AND STUDENT VETERAN CENTER REMODEL
ENTRY
CORRIDOR
STAFF
KIT.
MECHANICAL
ROOM
COMPUTERS
STAFF
SMALL
MEETING
LOUNGE
REAR
ENTRY
VESTIBULE
2
MAIN LEVEL PLUMBING NEW PLAN
1/8" = 1'-0"
PUBLIC SAFETY BUILDING - UCCS
ELEC.
CLOS.
EXIST.
MENS
MAIN LEVEL HVAC NEW PLAN
E:\Projects\2015 Projects\15041\Drawings\Mechanical\15041 Mechanical.dwg
MECHANICAL
NEW PLANS
BID SET:
01/29/2016
01/29/2016
LCE
LCE
15135
M-3
0' 1'
5'
10'
20'
SYMBOL
DESCRIPTION
SYMBOL
LIGHT FIXTURES
DESCRIPTION
GENERAL NOTES
SPECIAL SYSTEM SYMBOLS
GENERAL: THESE DRAWINGS REMAIN THE SOLE PROPERTY OF SOL CHAVEZ AND ASSOCIATES AND MAY BE USED ONLY FOR THE PROJECT AS
INDICATED BY NAME AND LOCATION. ANY OTHER USE REQUIRES PRIOR, WRITTEN PERMISSION.
THE CONTRACTOR WILL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, TRANSPORTATION, LICENSES, FEES, PERMITS, ETC. TO
COMPLETE THE ELECTRICAL WORK DESCRIBED ON THE DRAWINGS. THE CONTRACTOR WILL WARRANT EQUIPMENT, MATERIAL AND
WORKMANSHIP FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. WARRANTY SHALL INCLUDE REPLACEMENTS OR
REPAIRS WITHOUT COST TO THE OWNER DURING THE WARRANTY PERIOD.
ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) 2011 AND ALL OTHER APPLICABLE
LOCAL CODES AND ORDINANCES. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
PUSHBUTTON OPERATOR.
CEILING MOUNTED SPEAKER
RECESSED FLUORESCENT LIGHT FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
S
S
WALL MOUNTED SPEAKER
SURFACE FLUORESCENT LIGHT FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
E
NURSE/EMERGENCY CALL BUTTON
N
NURSE/EMERGENCY CALL BUTTON
FLUORESCENT STRIP LIGHT FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
USE OF DRAWINGS: DO NOT SCALE FROM THE ELECTRICAL DRAWINGS. FOR EXACT LOCATIONS USE ARCHITECT'S DIMENSIONED DRAWINGS,
SHOP DRAWINGS AND FIELD MEASUREMENTS. VERIFY ALL LOCATIONS WITH THE ARCHITECT PRIOR TO ELECTRICAL ROUGH-IN.
COMMUNICATION SYSTEM SYMBOLS
WALL BRACKET FLUORESCENT LIGHT FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
WIRING METHODS: ALL WIRING FOR LIGHTING AND POWER SYSTEMS WILL BE IN CONDUIT OR CABLE ASSEMBLIES APPROVED BY THE GOVERNING
AUTHORITIES. CONDUCTOR SIZES SHOWN ARE BASED ON AMPACITIES FOR COPPER CONDUCTORS, UNLESS OTHERWISE NOTED. WHEN
APPROVED BY ENGINEER, FEEDERS MAY BE ALUMINUM CONDUCTORS OF EQUIVALENT AMPACITIES. GROUNDING CONDUCTORS SHALL BE
PROVIDED FOR ALL CIRCUITS SHOWN ON THE DRAWINGS. PROVIDE BLOCKING AND OTHER NECESSARY SUPPORTS IN WALLS AND CEILINGS FOR
MATERIAL AND EQUIPMENT TO BE PROVIDED. BRANCH CIRCUIT NUMBERS SHOWN ON THE DRAWINGS MAY BE REARRANGED WITHIN A GIVEN
PANELBOARD TO SUIT THE NEEDS OF THE INSTALLATION. ELECTRICAL BRANCH CIRCUITS SHALL BE BALANCED BETWEEN LINES AND PHASES.
MULTIWIRE BRANCH CIRCUITS SHALL HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNDERGROUNDED CONDUCTORS AT THE POINT
WHERE BRANCH CIRCUITS ORIGINATE (HANDLE TIES ARE AN APPROVED MEANS). THE GROUNDED AND UNDERGROUNDED CONDUCTOR OF EACH
MULTIWIRE BRANCH CIRCUIT SHALL BE GROUPED BY WIRE TIES AT ONE LOCATION IN PANELBOARD.
ALL PATIENT CARE AREAS SHALL COMPLY WITH NEC 517.13(A)(B) TO INCLUDE LUMINAIRES.
TELEPHONE OUTLET. WIRING BY OTHERS, UNO. MOUNT 18" AFF.
WALL MOUNTED LIGHT FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
TELEPHONE OUTLET. WIRING BY OTHERS, UNO., WALL PHONE, MOUNT 48" AFF.
W
DATA OUTLET. WIRING BY OTHERS, UNO. MOUNT 18" AFF.
RECESSED CEILING MOUNTED DOWNLIGHT, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
DATA/TELEPHONE OUTLET, WIRING BY OTHERS UNO. MOUNT 18" AFF.
CABLE TV OUTLET, WIRING BY OTHERS, UNO. MOUNT 18" AFF.
TV
SURFACE MOUNTED CEILING DOWNLIGHT, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
T
PENDANT FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
TRACK HEAD FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
FIRE ALARM SYMBOLS
UTILITY COORDINATION: PROVIDE ALL COORDINATION WITH THE UTILITY INCLUDING LOAD DATA FORMS AND APPLICATION FOR SERVICE AS
APPLICABLE. INSTALLATION OF SERVICE, PRIMARY OR SECONDARY FEEDERS AND METERING SHALL BE PERFORMED IN ACCORDANCE WITH THE
UTILITIY REQUIREMENTS.
HORN
ONLY THERMOSTAT. PROVIDED BY MECHANICAL., INSTALLED BY ELECTRICIAN.
LINE VOLTAGE
F
HORN AND STROBE
PARKING LOT POLE LIGHT, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
STROBE ONLY
F
MANUAL PULL STATION
S
SMOKE DETECTOR
H
HEAT DETECTOR
S
GROUNDING: PROVIDE A COMPLETE GROUNDING SYSTEM AS REQUIRED BY THE NEC AND LOCAL AUTHORITIES HAVING JURISDICTION. ALL
BRANCH CIRCUITS SHALL INCLUDE A GROUND CONDUCTOR. USE OF RACEWAY FOR GROUNDING IS NOT PERMITTED. GALVANIZED GROUND
RODS ARE NOT PERMITTED.
PANELBOARDS: PROVIDE MINIMUM INTEGRATED EQUIPMENT SHORT CIRCUIT RATING AS INDICATED ON PANEL SCHEDULES. PROVIDE BOLT-ON
BREAKERS UNLESS OTHERWISE NOTED. PROVIDE CIRCUIT BREAKERS SHOWN ON THE PANELBOARD SCHEDULES. ALL TERMINATIONS AND
LUGS SHALL BE RATED FOR 75-DEGREE CONDUCTORS.
PROVIDE TYPEWRITTEN CIRCUIT SCHEDULES TO IDENTIFY PANELBOARD AND EACH BRANCH BREAKER.
ACCEPTABLE MANUFACTURERS ARE SQUARE D, SIEMENS AND EATON.
DUCT SMOKE DETECTOR
D
MAGNETIC DOOR HOLD OPEN
LIGHT FIXTURE WITH EMERGENECY BALLAST, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
FIRE/SMOKE DAMPER
WIRING DEVICES: PROVIDE SPECIFICATION GRADE 15 AND 20- AMPERE SWITCH AND RECEPTACLE DEVICES, AS APPLICABLE. OTHER DEVICES
SHALL BE PROVIDED AS INDICATED AND SHALL MATCH PLUG-CONNECTED EQUIPMENT FURNISHED FOR THE PROJECT. DEVICE WALL PLATES
SHALL BE SMOOTH, NYLON TYPE AND SHALL BE OFFICE WHITE IN COLOR OR AS OTHERWISE SPECIFIED. DEVICE COLOR SHALL MATCH WALL
PLATES.
FIRE ALARM CONTROL PANEL
EMERGECY LIGHT, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
ANNUNCIATION PANEL
EXIT SIGN, WITH TYPE NOTED IN PLAN, SEE PLAN FOR ARROWS AND FACE OF EXIT NEEDED. SEE FIXTURE SCHEDULE FOR DETAILS.
ONE-LINE SYMBOLS
SWITCHES
CIRCUIT BREAKER, FRAME AND TRIP AS INDICATED.
TOGGLE SWITCH, 20A, SINGLE POLE, VOLTAGE AS REQUIRED. MOUNTED AT 48" ABOVE FINIDHED FLOOR.
POWER TRANSFORMER, RATING AS INDICATED.
DISCONNECT SWITCHES: HEAVY DUTY QUICK-MAKE, QUICK-BREAK TYPE, NON-FUSED UNLESS OTHERWISE NOTED. PROVIDE MEANS TO LOCK
SWITCH IN OFF POSITION WITH PAD-LOCK. ENCLOSURES SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R FOR OUTDOOR INSTALLATION. PROVIDE
PERMANENT LABELS FOR DISCONNECTS TO INDICATE EQUIMENT SERVED.
LIGHTING FIXTURES: SEE LIGHT FIXTURE SCHEDULE. PROVIDE ALL FIXTURES WITH LAMPS AS INDICATED. WHERE REQUIRED, FIXTURES SHALL
BE WET OR DAMP LOCATION LABELED. VERIFY MOUNTING HEIGHTS PRIOR TO ELECTRICAL ROUGH-IN. PROVIDE ALL REQUIRED MOUNTING
ACCESSORIES REQUIRED FOR PROPER MOUNTING TO SURFACES SUCH ACCESSORIES TO INCLUDE BUT NOT LIMITED TO SLOPE ADAPTORS.
CANOPIES, AND VAULTED CEILING CANOPIES, ETC.
PROVIDE DISCONNECTING MEANS FOR LUMINAIRES THAT UTILIZE DOUBLE-ENDED LAMPS AND BALLASTS(S) IN ACCORDANCE WITH NEC 410.130(G)(1).
ALTERNATES NOT ACCEPTABLE UNLESS NOTED AS "OR EQUAL" ON LIGHT FIXTURE SCHEDULE.
S
OCCUPANCY SENSOR, WALL MTD., 48" AFF. SENSOR SWITCH WSD PDT, OR EQUAL
OCCUPANCY SENSOR, CEILING MTD. SENSOR SWITCH CMR PDT OR EQUAL
GROUND ELECTRODE
PHOTOCELL SWITCH, MOUNT ON NORTH FACING EXTERIOR WALL, UNO.
CURRENT TRANSFORMER (CT)
VOICE/DATA: RACEWAY SYSTEM BY CONTRACTOR. ALL RACEWAYS SHALL BE PROVIDED WITH PULLSTRINGS OF MINIMUM OF 400-LB. TEST
STRENGTH. ALL EQUIPMENT, RECEPTACLES AND CABLING BY OTHERS. PROVIDE BLANK COVERS OVER ALL UNUSED OUTLETS. CABLES,
DEVICES AND CABLE TERMINATION IS BY OTHERS.
SUBSCRIPTS FOR SWITCHES
NON-FUSIBLE SWITCH, RATING AS INDICATED.
3
THREE-WAY TOGGLE SWITCH
4
FOUR-WAY TOGGLE SWITCH
D
0 - 10 VOLT ELECTRONIC DIMMER SWITCH, 1000W, 120V LUTRON DIVA OR EQUAL, UNO. COORDINATE COMPATIBLE DIMMER WITH
LIGHTING MANUFACTURER.
M
MANUAL MOTOR STARTER WITH THERMAL OVERLOAD
FIRE ALARM: DESIGN BUILD CONTRACTOR TO PROVIDE AS REQUIRED PER FIRE AND LOCAL CODES.
FUSIBLE SWITCH, RATING AND FUSE SIZE AS INDICATED.
FEEDER SCHEDULE KEY TAG
UTILITY TRANSFORMER
RECEPTACLES
UTILITY ELECTRIC METER
M
DUPLEX RECEPTACLE, 20A, 120V, 3 WIRE GROUNDED, NEMA 5-20R, UNO., MOUNT 18" AFF.
CRGA
CR2A
Chavez Tiffany & Ayers
Engineering Corporation
UPS2
119 West Cucharras Street
Colorado Springs, Colorado 80903
P (719)636-0021
QUAD RECEPTACLE, 20A, 120V, 3 WIRE GROUNDED, NEMA 5-20R, UNO., MOUNT 18" AFF.
MOTOR WITH DISCONNECT
SIMPLEX RECEPTACLE, 20A, 120V, 3 WIRE GROUNDED, NEMA 5-20R, UNO. MOUNT 18" AFF.
MCB
SPECIAL RECEPTACLE, 220V, TYPE AS INDICATED OR MATCH EQUIPMENT CAP., MOUNT AT HEIGHT AS REQUIRED PER EQUIPMENT.
MOTOR WITH CONTROLLER AND DISCONNECT
DUPLEX RECEPTACLE, 20A, 120V, 3 WIRE GROUNDED, NEMA 5-20R, UNO., WITH TIE-BAR REMOVED FOR SWITCHING., MOUNT 18" AFF.
SPECIAL PURPOSE RECEPTACLE, NEMA TYPE AS INDICATED., MOUNT AT HEIGHT AS REQUIRED PER EQUIPMENT.
FLOOR BOX DUPLEX RECEPTACLE, FLUSH MOUNTED, PROVIDE COVER AS REQUIRED.
GENERATOR
G
FLOOR BOX QUAD RECEPTACLE, FLUSH MOUNTED, PROVIDE COVER AS REQUIRED.
N
S
L
TRANSFER SWITCH
15KVA 3PH
480V DELTA PRI.
WEATHERHEAD
208Y/120V SEC
SUBSCRIPTS FOR RECEPTACLES
C
CLOCK RECEPTACLE
CE
CEILING FLUSH MOUNTED
IG
ISOLATED GROUND
GFI
GROUND FAULT INTERRUPTER
WR
WEATHER RESISTANT WITH GROUND FAULT INTERRUPTER IN WEATHER PROOF BOX
OC
OVER COUNTER, MOUNT RECEPTACLE MOUNTED 6" ABOVE BACKSPLASH.
UNO
UNLESS NOTED OTHERWISE.
UC
UNDER COUNTER
TVSS
TRANSIENT VOLTAGE SURGE SUPPRESSOR
EWC
ELECTRIC WATER COOLER, PROVIDE GFI PROTECTION
E
EXISTING DEVICE TO REMAIN.
N
NEW DEVICE TO BE INSTALLED
H
MOUNT DEVICE 6" AFF, HORIZONTALLY.
TP
TAMPER-PROOF
SWD
SWITCH RATED BREAKERS
NL
NIGHTLIGHT WIRED FIXTURE
POWER SYMBOLS
J
J
JUNCTION BOX, FLUSH/SURFACE MTD.
POWER POLE WITH COMM AND POWER.
150AF
70AF
200A/3P
100A/3P
ID
PANELBOARD OR LOADCENTER, IDENTIFICATION, AMPERES AND VOLTAGE.
ABBREVIATIONS
TVSS
CLGA
CL1A
UPS
45KVA 3PH
480V DELTA PRI.
208Y/120V SEC
FEEDER SCHEDULE
5(4#400 CU IN 3" PVC)
MAIN BREAKER
GFI
225A/3P
MOTOR
3#3 1#6 CU IN 1-1/2" EMT
30A/3P
100A/3P
100A/3P
70A/3P
40A/3P
NON FUSIBLE DISCONNECT SWITCH, RATING AS INDICATED.
4#250 1#2 CU IN 2-1/2" EMT
FUSIBLE DISCONNECT SWITCH, RATING AS INDICATED.
4#4/0 1#2 CU IN 2-1/2" EMT
PANELBOARD/LOADCENTER.
3#1 1#6 CU IN 1-1/4" EMT
CEILING MOUNTED PAD FAN.
NOTE: NOT ALL SYMBOLS ARE USED. VERIFY ALL CONNECTIONS AND RECEPTACLE TYPES FOR EQUIPMENT
EQUIPMENT FROM APPROVED MECHANICAL AND EQUIPMENT SUBMITTALS PRIOR TO INSTALLATION.
RGA
NOTES:
1.
ALL ELECTRICAL EQUIPMENT, FEEDERS AND PANELBOARDS ARE EXISTING TO REMAIN UNLESS NOTED
OTHER WISE.
2. PROVIDE NEW BREAKERS IN EXISTING PANELS AS NEEDED. CONTRACTOR TO VERIFY NUMBER AND SIZE OF
NEEDED BREAKERS.
3. NEW ADDED BREAKERS TO HAVE AIC RATING MATING EXISTING.
4. CONTRACTOR SHALL VERIFY ALL BRANCH CIRCUITS AND PROVIDE TYPE WRITTEN UPDATED PANEL
DIRECTORY FOR ALL PANELS.
5. SECOND FLOOR PANELS ARE CONNECTED WITH FEED THROUGH LUGS FROM FIRST FLOOR PANELS.
R2A
5#10 CU IN 3/4" EMT
GENERATOR
MCB
G
MCB
2(4#4/0 1#2 CU IN 2-1/2" EMT)
4#3 1#6 CU IN 1-1/2" EMT
R1A
ELEVATOR
15KVA 3PH
480V DELTA PRI.
GFI
225A/3P
R1A1
M2A
NOT USED
MCB
3#6 1#6 CU IN 1" EMT
208Y/120V SEC
3#4 1#8 CU IN 1-1/4" EMT
(4#3 1#6 EQUIPMENT GND AND 1#3 INSULATED/ISOLATED GND) IN 1-1/2" EMT
TVSS
LGA
L
N
L1A
M1A
SM
(4#1 1#6 EQUIPMENT GND AND 1#1 INSULATED/ISOLATED GND) IN 1-1/2" EMT
75KVA 3PH
480V DELTA PRI.
SHUNT TRIP
70A/3P
4#2/0 1#4 CU IN 2-1/2" EMT
208Y/120V SEC
ELECTRICAL
LEGEND
NOT USED
4#4 1#6 CU IN 1" EMT
SERVICE MAIN
1600AS/3P
PUBLIC SAFETY BUILDING - UCCS
BOLLARD OR POST LIGHT, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
F
MILITARY AND STUDENT VETERAN CENTER REMODEL
SPOTLIGHT FIXTURE, WITH TYPE NOTED IN PLAN. SEE FIXTURE SCHEDULE FOR DETAILS.
BID SET:
2/01/2016
3#8 1#8 CU IN 3/4" EMT
60A/3P
225A/3P
70A/3P
250A/3P
200A/3P
125A/3P
400A/3P
01/29/16
200A/3P
4#6 1#6 CU IN 1" EMT
EXISTING PAD MOUNT
TRANSFORMER
EXISTING
SERVICE
GROUND
EXISTING
CT CABINET
AND METER
1
EJR
3#3 1#6 CU IN 1-1/4" EMT
JJA
(4#2/0 1#4 EQUIPMENT GND AND 1#2/0 INSULATED/ISOLATED GND) IN 2" EMT
15135
ELECTRICAL ONE-LINE DIAGRAM
E1.0
NONE
0' 1'
5'
10'
20'
Chavez Tiffany & Ayers
Engineering Corporation
PUBLIC SAFETY BUILDING - UCCS
MILITARY AND STUDENT VETERAN CENTER REMODEL
119 West Cucharras Street
Colorado Springs, Colorado 80903
P (719)636-0021
ELECTRICAL
SCHEDULES
BID SET:
2/01/2016
01/29/16
EJR
JJA
15135
E2.0
0' 1'
5'
10'
20'
X
1.
2.
3.
FLAG NOTES:
REMOVE AND RELOCATE EXISTING FIXTURE. RE-LAMP AND RE-BALLAST FIXTURE AS NEEDED.
REMOVE AND RELOCATE EXISTING EXIT SIGN.
REMOVE AND RELOCATE EXISTING EXTERIOR WALL PACK.
GENERAL NOTES:
1.
2.
EXIST.
MENS
GRAY LIGHTWEIGHT ITEMS ARE EXISTING TO REMAIN.
DARK DASHED ITEMS ARE TO BE DEMOLISHED.
EXIST.
WOMENS
S
F
S
S
S
F
S
S
1
S
4
2
S
1
S
F
ENTRY
CORRIDOR
S
S
3
S
S
S
2
S
F
3
3
PUBLIC SAFETY BUILDING - UCCS
S
J
119 West Cucharras Street
Colorado Springs, Colorado 80903
P (719)636-0021
MILITARY AND STUDENT VETERAN CENTER REMODEL
3
Chavez Tiffany & Ayers
Engineering Corporation
S
1
S
3
GFI
1
S
1
ELECTRICAL
DEMOLITION
FLOOR PLAN
BID SET:
2/01/2016
01/29/16
EJR
JJA
15135
1
ELECTRICAL DEMOLITION FLOOR PLAN
E3.0
1/4" = 1'-0"
0' 1'
5'
10'
20'
X
1.
2.
3.
4.
5.
6.
7.
C
C
C
C
C
ALL LIGHTING AND SWITCHING IN THIS AREA IS EXISTING TO REMAIN.
NEW LOCATION OF EXISTING FIXTURE TO BE REINSTALLED. CONNECT TO CIRCUIT SHOWN IN PLAN.
NOT USED.
CONNECT CORRIDOR LIGHTS TO EXISTING LIGHTING CIRCUIT.
EXISTING EXIT SIGN TO BE RE-INSTALLED AND CONNECTED TO LIGHTING CIRCUIT SHOWN IN PLAN.
NEW LOCATION OF EXISTING WALL PACK TO BE REINSTALLED. RECONNECT TO EXITING LIGHTING
CIRCUIT.
GROUND MOUNTED SPOT LIGHT TO BE LOCATED ON HILL BEHIND RETAINING WALL AND DIRECTED
AT CANOPY. COORDINATE EXACT LOCATION AND INSTALLATION WITH GENERAL CONTRACTOR AND
UCCS PROJECT MANAGER.
EXIST.
WOMENS
SHARED
OFFICE 1
C
C
S
S3
C
SHARED
OFFICE 2
(R)
1
C
(R)
PRIVATE
OFFICE 2
PRIVATE
OFFICE 1
C
(R)
2
ELECTRICAL
ROOM
(R)
2
2
2
Chavez Tiffany & Ayers
Engineering Corporation
L1A-5
C
D
D
119 West Cucharras Street
Colorado Springs, Colorado 80903
P (719)636-0021
D
MILITARY AND STUDENT VETERAN CENTER REMODEL
D
D
A
S
3
D
A
A
A
D
A
A
STAFF
SMALL
MEETING
D
ENTRY
CORRIDOR
RECEPTION
AE
A
AE
A
D
D
A
MECHANICAL
ROOM
A
LOUNGE
5
D
D
S S S S
D D D D
A
D
A
S
A
D
D
A
L1A-7
A
A
COMPUTERS
REAR
ENTRY
VESTIBULE
A
A
X
A
D
D
D
D
D
D
AE
D
5
6
PUBLIC SAFETY BUILDING - UCCS
EXIST.
WOMENS
EXIST.
MENS
C
FLAG NOTES:
L1A-13
7
NEW WORK
LIGHTING
PLAN
G
BID SET:
2/01/2016
01/29/16
EJR
JJA
15135
1
NEW WORK LIGHTING PLAN
E4.1
1/4" = 1'-0"
0' 1'
5'
10'
20'
X
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
PROVIDE DEDICATED RECEPTACLE AND CIRCUIT FOR PRINTER.
PROVIDE DEDICATED RECEPTACLE AND CIRCUIT FOR COPIER.
PROVIDE JUNCTION BOX ABOVE CEILING FOR CONNECTION TO BUILT-IN DISPLAY CASE WITH LED
PUCK LIGHTS. ELECTRICAL CONTRACTOR TO VERIFY POWER AND CONNECTION REQUIREMENTS
PRIOR TO ROUGH-IN.
PROVIDE GFI DEAD FRONT FOR REFRIGERATOR RECEPTACLE. GFI DEAD FRONT TO BE LOCATED IN
ACCESSIBLE AREA TO COMPLY WITH NEC 210.8.
ALL ELECTRICAL IN THIS AREA IS EXISTING TO REMAIN.
PROVIDE PLUGMOLD WITH DUPLEX RECEPTACLE SPACED EVERY 12" OC. MOUNT PLUGMOLD 6"
BELOW BOTTOM WINDOW SILL, FIELD VERIFY MOUNTING HEIGHT.
EXISTING FIRE SMOKE DAMPER CONNECTED TO EXISTING DUCT WORK. ELECTRICAL CONTRACTOR
TO VERIFY EXISTING ELECTRICAL CONNECTION. IF NEEDED CONNECT TO NEAREST 120V CIRCUIT.
PROVIDE GFI DEAD FRONT FOR DISHWASHER RECEPTACLE. GFI DEAD FRONT TO BE LOCATED IN
ACCESSIBLE AREA TO COMPLY WITH NEC 210.8.
PROVIDE GFI DEAD FRONT FOR MICROWAVE RECEPTACLE. GFI DEAD FRONT TO BE LOCATED IN
ACCESSIBLE AREA TO COMPLY WITH NEC 210.8.
PROVIDE IN-CARPET WIREWAY BY CONNECTRAC FOR POWER AND TELECOM CONNECTIVITY. ROUTE
FROM WALL TO DEAD END UNDER RECEPTION DESK. PROVIDE (2) DUPLEX RECEPTACLES AND
2-PORT TELECOMM DEVICE, TO BE CLEAR ANODIZED ALUMINUM FINISH. COORDINATE INSTALLATION
WITH CARPET INSTALL.
EXISTING ELECTRICAL EQUIPMENT TO REMAIN, NO NEW WORK. FOR REFERENCE ONLY.
DATA OUTLET - CONTRACTOR TO PROVIDE 1" MIN. CONDUIT AND PULL STRING ABOVE
ACCESSIBLE CEILING
EXIST.
WOMENS
5
SHARED
OFFICE 1
SHARED
OFFICE 2
5
PRIVATE
OFFICE 1
5
PRIVATE
OFFICE 2
7
ELEC.
CLOS.
EXIST.
MENS
FLAG NOTES:
ELECTRICAL
ROOM
11
OC
OC
F
4
GFI /OC
R1A1-52
R1A1-54
GFI/OC
Chavez Tiffany & Ayers
Engineering Corporation
7
119 West Cucharras Street
Colorado Springs, Colorado 80903
P (719)636-0021
GFI
R1A1-64
MILITARY AND STUDENT VETERAN CENTER REMODEL
STAFF
KIT.
72" 46
72"
R1A1-62
J
3
2
OC
R1A1-56
7
7
STAFF
SMALL
MEETING
7
72"
ENTRY
CORRIDOR
R1A1-49
TV
J
RECEPTION
R1A1-45
72"
MECHANICAL
ROOM
72"
10
R1A1-60
3
COMPUTERS
J
R1A1-58
4
72"
7
GFI /OC
7
1
7
LOUNGE
45
72"
R1A1-66
8
R1A1-70,72,74
R1A1-51
R1A1-53
R1A1-43
6
9
REAR
ENTRY
VESTIBULE
R1A1-68
S
GFI /OC
ECUH-1 J
F
PUBLIC SAFETY BUILDING - UCCS
R1A1-48
NEW WORK
POWER PLAN
BID SET:
2/01/2016
01/29/16
EJR
JJA
15135
1
NEW WORK POWER PLAN
E4.2
1/4" = 1'-0"
0' 1'
5'
10'
20'
S
N
O
I
S
I
V
E
R
EXIST.
MENS
EXIST.
WOMENS
STG-1
STG-1
ELEC.
CLOS.
VF
1
VF
2
VF
3
SHARED
OFFICE 1
VF
4
1D (N)
STG-1
STG-1
EXIST. QTY. 4
EXIST.
1D (N)
REMOVE SURFACE MTD.
PATCH CORD
STG-1
2D
1V(E)
ELECTRICAL
ROOM
EXIST.
2D (E)
2D
1V(E)
2D
1V (E)
2D
1V(E) EXIST.
EXIST.
︶
PRIVATE
OFFICE 1
EXIST.
2D (N)
SHARED
OFFICE 2
MODIFY ANALOG LINE
EXIST.
STG-1
PRIVATE
OFFICE 2
DESK-2
DESK-3
EXIST.
︵
︵
EXIST.
STG-1
EXIST.
EXIST.
4 STACK
EXIST.
︶
3D (N)
EXIST.
R
O
F
E
T
A
D
3
1
1
e
t
i
u
S
3
,
t
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9
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6
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5
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9.
9
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0o 11
2C 77
EXIST.
EXIST. EXIST. EXIST.
DESK-3
MOP
SINK
EXIST.
STAND UP
STATION
FLAT
WIRE
BROCHURE
HOLDER
STG-5
STG-4
1D (E)
STG-1
STG-2
ENTRY
CORRIDOR
ER
PI
CO
STG-5A
BROCHURE
HOLDER1D(E)
STG-2
STG-5A
1D(E)
RELOCATED
FROM RECEPTION
4D/2V
2D (E)
STG-4
TBL-4
STG-4
DESK-3
2D (EXIST)
STG-1
1D(N)
RECEPTION
STG-5
EXIST. TO
REMAIN
STG-4
STG-4
COMPUTERS
STG-4
WAP (N)
2D(N)
STG-5A
2D (EXIST. TO RELOCATE)
TBL-3
STG-3
STG-3
STG-3
STG-3
STG-3
STG-3
TBL-3
TBL-1
WIRING/CABLING TO RUN FROM
CEILING INTO THE WALL AND RUN
HORIZONTAL
EXISTING = 27D/13V
REUSE = 23D
NEW
= 17D
DATA OUTLET - CONTRACTOR TO PROVIDE
1" MIN. CONDUIT AND PULL STRING ABOVE
ACCESSIBLE CEILING
EXISTING
1/4" = 1'-0"
2D (N)
STG-4, QTY. 6
STG-4
STG-5
2D (EXIST. TO RELOCATE)
1
1D (N)
TBL-2
GFI
ADD 1D FOR PHONE
STG-4
STG-4
REF.
GFI
MAIN LEVEL TECHNOLOGY PLAN
1D (E)
STG-5A
LOUNGE
STG-5A
STG-4
REUSE EXISTING
2D/1V (RM 118)
REUSE
EXIST 2D/1V
TBL-4
ADD (1) DUPLEX POWER &
1D(N) FOR FUTURE MESSAGE
TV PANEL
STAFF
SMALL
MEETING
STG-4
TBL-2
NEW
COAX
STG-5
GFI
STAFF
KIT.
DESK-3
STG-2
WAP (EXIST)
REUSE 1D(E)
NEW OR EXISTING
TO BE RELOCATED
SMALL
GROUP
MTG.
ELECTRICAL
ROOM
PUBLIC SAFETY BUILDING
EXIST.
1D (NEW)
KEEP ANALOG LINE (FAX)
DESK-1
NEW CORR.
ENTRY
2D (E)EXIST.
GFI
REF.
ADD (1) DUPLEX POWER & 1D(N)
FOR FUTURE MESSAGE
TV PANEL
RELOCATED
MILITARY AND STUDENT VETERAN CENTER REMODEL
STG-1
WALL MOUNT TV
STG-1
MAIN LEVEL
FURNITURE
REFERENCE
PLAN
Project Status
:
E
T
A
D
DATE: 12/30/2015
:
Y
B
N
W
A
R
D
KH, AR
:
Y
B
D
E
K
C
E
H
C
Checker
:
.
O
N
T
C
E
J
O
R
P
15135
:
T
E
E
H
S
ID-1.1