TMO Orlando_Issue fo..
January 18, 2016
10400 Rodgers Road
Houston, Tx 77070
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
T-Mobile Orlando
CERTIFICATE OF AUTHORIZATION NO. 3818
Issue for Permit
ISSUES & REVISIONS
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
200 Telecom Drive
Orlando, FL 32810
SEAL/SIGNATURE
PRELIMINARY
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
PROJECT NUMBER: 02.7974.000
SHEET TITLE
COVER
Scale:
MSO Power Upgrade and Building Expansion
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
COVER
02.7974.000
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
200 TELECOM DRIVE
ORLANDO, FL 32810
MSO POWER UPGRADE AND BUILDING EXPANSION
Issue for Permit
ADDRESS
#WPM Project Number
MSO Power Upgrade and Building Expansion
January 18, 2016
281-374-8644
VICINITY MAP
PROJECT INFORMATION
PROJECT DESCRIPTION:
PROJECT LOCATION
DEMOLITION OF INTERIOR PARTITIONS AT EXISTING OFFICE SPACE.
CONSTRUCTION OF NEW ROOFTOP EQUIPMENT PENTHOUSE AND ASSOCIATED STRUCTURE.
CONSTRUCTION OF NEW PARTITIONS TO HOUSE ELECTRICAL ROOMS AND OFFICE SPACE.
BUILDING ADDRESS:
200 TELECOM DR. ORLANDO, FL 32810
PARCEL NO.:
35-21-29-3854-00-075
MUNICIPALITY:
TOWN OF EATONVILLE, FL
I-1
ZONING CODE:
DRAWING INDEX
Drawing
Number
Drawing Name
Current
Current Revision
Date
Revision
Current Revision Description
00 GENERAL
G00.00
DRAWING INDEX
G00.10
ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL NOTES
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01.18.2016
Issue for Permit
Issue for Permit
01 CIVIL
C1.00
C2.00
C3.00
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Issue for Permit
Issue for Permit
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
PROPERTY (DOR) USE CODE: 2510 - TELECOM / DATA CENTER
II-B
PROJECT AREA:
12,562 SF
YEAR BUILT:
2000
FIRE PROTECTION:
APPROVED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 WITH MULTIPURPOSE DRYCHEMICAL PORTABLE FIRE EXTINGUISHERS AS SPECIFIED, SPACED AT 75'-0" TRAVEL
DISTANCE AROUND THE FLOOR.
PREACTION IN RAISED FLOOR AREAS AND MECHANICAL ROOMS.
NOTE: FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE
COMMENCING ANY WORK ON THE SPRINKLER SYSTEMS, PLANS MUST BE SUBMITTED AND
APPROVED BY THE BUILDING SAFETY DIVISION. THE SYSTEM MUST BE INSPECTED AND
APPROVED BY BUILDING SAFETY INSPECTION PRIOR TO CERTIFICATE OF OCCUPANCY.
BUILDING CODE:
2014 FLORIDA BUILDING CODE W/ COUNTY AMENDMENTS
PLUMBING CODE:
2014 FLORIDA BUILDING CODE, PLUMBING W/ COUNTY AMENDMENTS
MECHANICAL CODE:
2014 FLORIDA BUILDING CODE, MECHANICAL W/ COUNTY AMENDMENTS
ELECTRICAL CODE:
2014 FLORIDA BUILDING CODE, ELECTRICAL W/ COUNTY AMENDMENTS
FIRE/LIFE SAFETY CODE:
2010 FLORIDA FIRE PREVENTION CODE W/ COUNTY AMENDMENTS
ACCESSIBILITY CODE:
2014 FLORIDA BUIDLING CODE, ACCESSIBILITY
ENERGY CODE:
2014 FLORIDA BUILDING CODE, ENERGY CONSERVATION W/ COUNTY AMENDMENTS
OCCUPANCY COUNTS FOR EGRESS
AREA OF WORK: 1ST FLOOR (SINGLE STORY), 12,562 SF
(2014 FBC TABLE 1004.1.2)
BUSINESS GROUP B
AREA: 2,464 SF
OCCUPANT LOAD (2,462 / 100) = 24
STORAGE GROUP S-1
AREA: 10,100 SF
OCCUPANT LOAD (10,100 / 500) = 20
TOTAL OCCUPANT LOAD (AREA OF WORK)
TOTAL AREA: 12,562 SF
OCCUPANT LOAD: 45 OCCUPANTS
PROJECT LOCATION
EXIT ACCESS
DEMO PLAN
SITE / GRADING PLAN
DETAILS
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
02 ARCHITECTURAL
A00.20
SCHEDULES
A00.30
PROJECT SIGNAGE
A00.40
MOUNTING LOCATIONS
A00.50
SITE PLAN
A00.60
LIFE SAFETY PLAN
A00.80
RATED ASSEMBLIES
A01.01
DEMOLITION PLAN
A02.01
CONSTRUCTION PLAN
A02.02
ROOF PLAN
A04.01
REFLECTED CEILING PLAN
A05.01
FINISH PLAN
A06.01
FURNITURE PLAN
A08.00
ENLARGED PLANS
A09.00
BUILDING ELEVATIONS
A10.00
BUILDING SECTIONS
A11.00
3D VIEW
A12.00
PARTITION TYPES
A12.10
DETAILS
A12.11
ROOF DETAILS
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03 STRUCTURAL
S-0.0
GENERAL NOTES
S-2.0
FOUNDATION PLAN
S-2.1
EQUIPMENT PLATFORM FLOOR FRAMING PLAN
S-2.2
ROOF FRAMING PLAN
S-3.1
CONCRETE DETAILS
S-4.1
FOUNDATION DETAILS
S-5.1
STEEL FRAMING DETAILS
S-5.2
STEEL FRAMING DETAILS
S-6.1
BRACE FRAME ELEVATIONS
S-6.2
BRACE FRAME DETAILS
S-7.1
ISOMETRIC VIEWS
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04 MECHANICAL
M0.1
MECHANICAL SYMBOLS, NOTES & SPECIFICATIONS
M0.2
MECHANICAL SCHEDULES
M2.D1
MECHANICAL PIPING DEMOLITION FLOOR PLAN
M2.D2
MECHANICAL PIPING DEMOLITION ROOF PLAN
M2.1
MECHANICAL PIPING FLOOR PLAN
M2.2
MECHANICAL PIPING ROOF PLAN
M3.D1
MECHANICAL DUCTWORK DEMOLITION FLOOR PLAN
M3.1
MECHANICAL DUCTWORK FLOOR PLAN
M4.1
MECHANICAL PIPING DIAGRAMS
M5.1
MECHANICAL DETAILS
M5.2
MECHANICAL DETAILS
M6.1
MECHANICAL SECTIONS
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CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (2014 FBC TABLE 1015.1): 1
MEANS OF EGRESS SIZING (2014 FBC 1005.3.2)
EXIT WIDTH REQUIRED: (44 OCCUPANTS X 0.2") = 8.8"
EXIT WIDTH PROVIDED: 4 DOORS (40" + 70" + 34" + 46") = 190"
TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE ONE OF THE FOLLOWING
CONDITIONS EXISTS:
Ref. North
Map data ©2013 Google
1. THE OCCUPANT LOAD OF THE SPACE EXCEEDS THE FOLLOWING (TABLE 1015.1):
OCCUPANCY GROUP B = 49 OCCUPANTS.
OCCUPANCY GROUP S = 29 OCCUPANTS.
2. THE COMMON PATH OF EGRESS TRAVEL EXCEEDS THE LIMITATIONS OF SECTION 1014.3:
OCCUPANCY GROUP B (FULLY SPRINKLED) = 100'-0"
OCCUPANCY GROUP S (FULLY SPRINKLED) = 100'-0"
3. WHERE REQUIRED BY SECTION 1015.3, 1015.4, 1015.5, OR 1015.6.
EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.2):
OCCUPANCY GROUP B (FULLY SPRINKLED): 300'-0"
OCCUPANCY GROUP S-1 (FULLY SPRINKLED): 250'-0"
AREA PLAN
TOILET FIXTURE COUNT
TOTAL CALCULATED OCCUPANT LOAD = 44 PERSONS
TOTAL OCCUPANT LOAD = 44 / 2 = 22 MEN 22 WOMEN.
PROVIDE 1 WATER CLOSET PER 25 PERSONS FOR FIRST 50
PROVIDE 1 LAVATORY PER 40 PERSONS FOR FIRST 80
PROVIDE 1 DRINKING FOUNTAIN PER 100 PERSONS
PROVIDE 1 SERVICE SINK
PLUMBING FIXTURES REQUIRED (TABLE 403.1):
WC:
UR:
LAV:
DF:
SS:
REQUIRED:
MEN
WOMEN
1
1
0
NA
1
1
1
1
DEFERRED SUBMITTALS
BUSINESS
2555 SF
SF
2462
1. FIRE PROTECTION
2. FIRE ALARM
3. SECURITY
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
PROVIDED:
MEN
WOMEN
1
2
1
NA
1
1
1
1
STORAGE
10100
10100SF
SF
05 PLUMBING
P0.1
PLUMBING SYMBOLS, SPECS, SCHEDS, RISERS &
DETAILS
P2.D1
PLUMBING WASTE AND VENT DEMO PLAN
P2.D2
PLUMBING DOMESTIC WATER DEMO PLAN
P2.1
PLUMBING WASTE AND VENT FLOOR PLAN
P2.2
PLUMBING DOMESTIC WATER FLOOR PLAN
06 ELECTRICAL
E0.1
ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS
E0.2
ELECTRICAL SPECIFICATIONS
E1.1
ELECTRICAL ONE LINE DIAGRAM
E1.2
ELECTRICAL ONE LINE DIAGRAM
E1.3
ELECTRICAL GROUNDING ONE LINE DIAGRAM
E2.D
ELECTRICAL DEMOLITION PLAN
E2.1
ELECTRICAL POWER FLOOR PLAN
E2.2
ELECTRICAL LIGHTING FLOOR PLAN
E2.3
ELECTRICAL ROOF PLAN
E2.4
ELECTRICAL GROUNDING PLAN
E3.1
ELECTRICAL DETAILS
E3.2
ELECTRICAL DETAILS
E3.3
ELECTRICAL DETAILS
E3.4
ELECTRICAL DETAILS
E4.1
ELECTRICAL SCHEDULES
E4.2
ELECTRICAL SCHEDULES
E4.3
ELECTRICAL SCHEDULES
E4.4
ELECTRICAL SCHEDULES
E4.5
ELECTRICAL SCHEDULES
E4.6
ELECTRICAL SCHEDULES
200 TELECOM DRIVE
ORLANDO, FL 32810
LOCATION MAP
CONSTRUCTION TYPE:
ADDRESS
Map data ©2013 Google
STORAGE (S-1) & BUSINESS (B)
MSO POWER UPGRADE AND BUILDING EXPANSION
Ref. North
OCCUPANCY TYPE:
ISSUES & REVISIONS
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
BUILDING AREA
Name
01/18/2016
DAVID CALKINS, FAIA
Area
FLORIDA ARCHITECT REGISTRATION #AR 17425
STORAGE
BUSINESS
10100
10100SF
SF
2462SF
SF
2555
SHEET TITLE
DRAWING INDEX
Scale:
As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
G00.00
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
I
INFILTR
INFO
INSTRUM
INSUL
INT
INTLK
J
JAN
K
KIT
L
LAV
LB
LOUVER
LT
LVLG
M
MAX
MECH
MEMB
MET
MEZZ
MFD
MFR
MIN
MISC
MLWK
MOIST
MOT
MTD
N
NIC
NO
NTS
O
OH
OPNG
OPR
ORNA
OVFL
OVHD
P
PBD
PEDTR
PLAM
PLAS
PLSTC
BOARD
BUILDING
BLOCKING
BOLLARD
BROADLOOM
BUILT UP
CABINET
CEMENT(ITIOUS)
CERAMIC
CEILING
CONCRETE MASONRY UNIT
COATING
COILING
CONCRETE
CONSTRUCTION
CONTINUOUS(ATION)
CONTRACT(OR)
COVER
CARPET
DOUBLE
DEPARTMENT
DESIGN(ED)
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIFFUSER
DIMENSION
DISPENSER
DIVISION
DOWN
DOOR
DISCONNECT
DRAWER
ELASTOMERIC
ELECTRICAL
EMBEDD(ED)(ING)
ENGINEER(ED)
ENTRANCE
EQUAL
EQUIPMENT
EXISTING
EXPANSION JOINT
EXPOSE(D)
EXTERIOR
FABRICATION
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER AND CABINET
FIRE HOSE CABINET
FINISH
FOLDING
FLOOR(ING)
FIREPLACE
FIRE RAT(ING)(ED)
FRAMING
FURNITURE
FABRIC WALL COVERING
FIXED
FIXTURE
GAUGE
GLASS FIBER REINFORCED CONCRETE
GLASS FIBER REINFORCED GYPSUM
GLASS FIBER REINFORCED PLASTER
GLASS
GRAD(E)(ING)
GYPSUM
HEAD
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HEATING, VENTILATING, AND AIR
CONDITIONING
PLYWOOD
PANEL
POLYSTYRENE
PORTABLE
PREFABRICATED
PREFINISHED
PROTECTION
PARTITION
REFLECTED CEILING
POWER & COMMUNICATION
TONGUE AND GROOVE
THICK
TOILET
TRAFFIC
TRANSPARENT
TREATED
TYPICAL
ACOUSTICAL CEILING AND GRID
WALL MOUNTED DEDICATED DUPLEX
MAIN RUNNER
WALL MOUNTED FOURPLEX
FLUORESCENT LIGHT FIXTURE/EMERGENCY CIRCUIT
UNDER CABINET FLUORESCENT FIXTURE
WALL MOUNTED DATA RECEPTACLE
EXISTING CONSTRUCTION TO REMAIN
FLUORESCENT STRIP FIXTURE
WALL MOUNTED TELE/DATA RECEPTACLE
EXISTING CONSTRUCTION TO BE DEMOLISHED
AVT
MAXIMUM
MECHANICAL
MEMBRANE
METAL
MEZZANINE
MANUFACTURED
MANUFACTURER
MINIMUM
MISCELLANEOUS
MILLWORK
MOISTURE
MOTOR(IZED)
MOUNTED
WALL MOUNTED A/V RECEPTACLE
CTV
WALL MOUNTED CABLE TV RECEPTACLE
J
X'-X"
DIMENSION OF CEILING ABOVE FINISH FLOOR
J
WALL MOUNTED ELECTRICAL JUNCTION BOX
V
WALL MOUNTED SYSTEMS PANEL VOICE/DATA INFEED
P
CEILING MOUNTED EXIT SIGN
Houston, Tx 77070
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
2 HR. RATED PARTITION
3 HR. RATED PARTITION
4 HR. RATED PARTITION
SMOKE PARTITION
EGRESS PATH
SURFACE MOUNTED FLOOR FOURPLEX
RECESSED DOWNLIGHT
ADJUSTABLE DOWNLIGHT
SURFACE MOUNTED FLOOR SEPARATE DUPLEX
RECESSED WALL WASHER
SURFACE MOUNTED FLOOR DEDICATED FOURPLEX
TRACK LIGHTING
SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX
SURFACE MOUNTED LIGHT FIXTURE
SURFACE MOUNTED FLOOR TELEPHONE RECEPTACLE
WALL SCONCE
SURFACE MOUNTED FLOOR TELE/DATA RECEPTACLE
SMOKE DETECTOR
ST
STROBE
MS
T
AV
SURFACE MOUNTED FLOOR A/V RECEPTACLE
V
SURFACE MOUNTED FLOOR SYSTEMS PANEL VOICE/DATA INFEED
P
SURFACE MOUNTED FLOOR SYSTEMS PANEL POWER INFEED
D
SURFACE MOUNTED FLOOR FOURPLEX/VOICE/DATA
MOTION SENSOR
SURFACE MOUNTED FLOOR DEDICATED DUPLEX/VOICE/DATA
ACCESS DOOR
SURFACE MOUNTED FLOOR SEPARATE DUPLEX/VOICE/DATA
SECURITY CAMERA
SURFACE MOUNTED FLOOR DEDICATED FOURPLEX/VOICE/DATA
THERMOSTAT
SURFACE MOUNTED FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA
DIMMER SWITCH
XXX
XXX
ALIGN
SUPPLY AIR
SURFACE MOUNTED FLOOR POKE THRU SEPARATE DUPLEX
CIRCULAR DIFFUSER
SURFACE MOUNTED FLOOR POKE THRU DEDICATED FOURPLEX
LINEAR DIFFUSER
SURFACE MOUNTED FLOOR POKE THRU HALF DEDICATED FOURPLEX
P
EQUIPMENT
SHEET NOTE
REVISION REFERENCE
1
XX
AXX.XX
SIM
XX
AXX.XX
XX
AXX.XX
SIM
SURFACE MOUNTED FLOOR POKE THRU TELEPHONE RECEPTACLE
SURFACE MOUNTED FLOOR POKE THRU TELE/DATA RECEPTACLE
AV
DENOTES METAL PERFORATED CEILING TILE
SECTION INDICATIONS
ALIGN WITH ESTABLISHED SURFACES
XX
DIRECTION OF SECTION
SECTION NUMBER
SHEET WHERE SHOWN
DESCRIPTION OF SIMILAR OR OPPOSITE
ELEVATION NUMBER ON SHEET
DIRECTION OF ELEVATION
SHEET WHERE SHOWN
DETAIL NUMBER
SHEET WHERE SHOWN
DESCRIPTION OF SIMILAR OR OPPOSITE
AREA TO BE DETAILED
SURFACE MOUNTED FLOOR POKE THRU DATA RECEPTACLE
XX
DOOR NUMBER (WITHOUT SCHEDULE)
HARDWARE SET
DOOR TYPE
SURFACE MOUNTED FLOOR POKE THRU FOURPLEX
SURFACE MOUNTED FLOOR POKE THRU DEDICATED DUPLEX
DENOTES EXISTING, RELOCATED FIXTURE
DOOR TYPE
HARDWARE SET
XXXX
XX XX
SURFACE MOUNTED FLOOR FOURPLEX/AV/VOICE/DATA
AV
RETURN AIR
R
#WPM Project Number
DOOR NUMBER (WITH SCHEDULE)
SURFACE MOUNTED FLOOR DUPLEX/AV/VOICE/DATA
AV
PROJECTION SCREEN
DENOTES EXISTING TO REMAIN
CERTIFICATE OF AUTHORIZATION NO. 3818
ROOM NUMBER
XXXXXX
SURFACE MOUNTED FLOOR POKE THRU DUPLEX
E
ROOM NAME
SURFACE MOUNTED FLOOR DUPLEX/VOICE/DATA
SPEAKER
LIGHT SWITCH
OFFICE
04F06
SURFACE MOUNTED FLOOR DATA RECEPTACLE
EXHAUST FAN
SD
ELEVATION DATUM POINT
SURFACE MOUNTED FLOOR DEDICATED DUPLEX
SURFACE MOUNTED FLOOR POKE THRU A/V RECEPTACLE
V
SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA
P
SURFACE MOUNTED FLOOR POKE THRU SYSTEMS PANEL POWER INFEED
AV
SURFACE MOUNTED FLOOR POKE THRU DUPLEX/VOICE/DATA
AV
SURFACE MOUNTED FLOOR POKE THRU FOURPLEX/VOICE/DATA
MILLWORK
MILLWORK SCHEDULE TAG (IF USED)
XXXX
FHC
FIRE HOSE CABINET
FE
FIRE EXTINGUISHER WITHOUT CABINET
FEC
FIRE EXTINGUISHER CABINET
FV
FIRE VALVE WITHOUT CABINET
FVC
FIRE VALVE CABINET
FA
FIRE ALARM PULL
FLUSH FLOOR FLOOR DUPLEX
FLUSH FLOOR FOURPLEX
SAND OR GROUT
FLUSH FLOOR DEDICATED DUPLEX
EARTH OR NATURAL GROUND
FLUSH FLOOR SEPARATE DUPLEX
FLUSH FLOOR DEDICATED FOURPLEX
POROUS FILL (GRAVEL)
FLUSH FLOOR HALF DEDICATED FOURPLEX
FLUSH FLOOR DEDICATED SINGLE
STONE
FINISH
FLUSH FLOOR TELEPHONE RECEPTACLE
CONCRETE
FLUSH FLOOR TELE/DATA RECEPTACLE
XXXX
XXXX
FLUSH FLOOR DATA RECEPTACLE
BRICK
AV
WALL FINISH
BASE FINISH
EXTENT OF FINISH
FLUSH FLOOR A/V RECEPTACLE
V
FLUSH FLOOR SYSTEMS PANEL VOICE/DATA INFEED
P
FLUSH FLOOR SYSTEMS PANEL POWER INFEED
METAL
XXXX
WALL FINISH
XXXX
SPECIAL FINISH
XXXX
FLOOR FINISH
ISSUES & REVISIONS
FLUSH FLOOR DUPLEX/VOICE/DATA
FLUSH FLOOR DEDICATED DUPLEX/VOICE/DATA
NON-FERROUS ALUMINUM
FLUSH FLOOR SEPARATE DUPLEX/VOICE/DATA
FLUSH FLOOR DEDICATED FOURPLEX/VOICE/DATA
XXXX
CEILING FINISH
FLUSH FLOOR HALF DEDICATED FOURPLEX/VOICE/DATA
WOOD (FINISH)
AV
FLUSH FLOOR DUPLEX/AV/VOICE/DATA
AV
FLUSH FLOOR FLOOR FOURPLEX/AV/VOICE/DATA
WOOD (CONTINUOUS)
FLUSH FLOOR POKE THRU DUPLEX
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
CHANGE IN FLOOR FINISH
SECURITY DEVICES
FLUSH FLOOR POKE THRU FOURPLEX
WOOD (BLOCKING)
FLUSH FLOOR POKE THRU DEDICATED DUPLEX
CR
CARD READER
FLUSH FLOOR POKE THRU DEDICATED FOURPLEX
EH
ELECTRIC HINGE
FLUSH FLOOR POKE THRU HALF DEDICATED FOURPLEX
EL
ELECTRIC LOCKSET
FLUSH FLOOR POKE THRU TELEPHONE RECEPTACLE
ES
ELECTRIC STRIKE
FLUSH FLOOR POKE THRU TELE/DATA RECEPTACLE
DR
DOOR RELEASE
MS
DOOR RELEASE MOTION SENSOR
DC
DOOR MONITOR CONTACT
ML
ELECTRO-MAGNETIC LOCK
KS
KEY SWITCH
FLUSH FLOOR POKE THRU FOURPLEX/VOICE/DATA
H
DOOR HOLD OPEN
FLUSH FLOOR POKE THRU DEDICATED DUPLEX/VOICE/DATA
IC
INTERCOM
FLUSH FLOOR POKE THRU SEPARATE DUPLEX/VOICE/DATA
B
BELL PUSH BUTTON
FLUSH FLOOR POKE THRU SEPARATE DUPLEX
INSULATION (LOOSE OR BATT)
INSULATION (RIGID)
GLASS (LARGE SCALE)
FLUSH FLOOR POKE THRU DATA RECEPTACLE
GYPSUM BOARD
PLASTER WITH LATH
AV
FLUSH FLOOR POKE THRU A/V RECEPTACLE
V
FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA INFEED
P
FLUSH FLOOR POKE THRU SYSTEMS PANEL POWER INFEED
ACOUSTICAL TILE
FLUSH FLOOR POKE THRU DUPLEX/VOICE/DATA
FABRIC WRAPPED PANEL
AV
V
X
PP
P
FLUSH FLOOR POKE THRU DUPLEX/AV/VOICE/DATA
FLUSH FLOOR POKE THRU SYSTEMS PANEL VOICE/DATA, POWER INFEED
X= NUMBER OF VOICE/ DATA CABLES TO DEVICE
DDC
DOUBLE DOOR MONITOR CONTACT
DR
REMOTE DOOR RELEASE BUTTON
IA
INTRUSION ALARM
B
DOOR BELL
POWER POLE
ELECTRIC PIGTAIL
PARTICLE BOARD
PEDESTRIAN
PLASTIC LAMINATE
PLASTER
PLASTIC
8
10400 Rodgers Road
1 HR. RATED PARTITION
SURFACE MOUNTED FLOOR DUPLEX
WALL MOUNTED EXIT SIGN
7
COMPLY WITH ALL APPLICABLE CODES, LAWS, ORDINANCES, ORDERS, RULES, AND REGULATIONS OF AUTHORITIES
HAVING JURISDICTION.
OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK
EXCEPT AS PROVIDED OTHERWISE IN THE SPECIFICATIONS OR OWNER CONTRACTOR AGREEMENT.
REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS
SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING
ANY WORK IN QUESTION.
COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING
ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF
BUILDING FUNCTIONS AND OCCUPANTS.
TENANT WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE
REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF
INSTALLATION.
MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER AND/OR
PROPERTY MANAGER TO ENSURE SECURITY.
MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH APPLICABLE
CODES AND ORDINANCES.
DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT.
REFERENCE TO PARTITION TYPE
WALL MOUNTED SYSTEMS PANEL POWER INFEED
FLUSH FLOOR POKE THRU DEDICATED FOURPLEX/VOICE/DATA
OPPOSITE HAND
OPENING(S)
OPERABLE
ORNAMENTAL
OVERFLOW
OVERHEAD
NEW PARTITION
A
WALL MOUNTED VOICE/DATA JUNCTION BOX
CARPET
NOT IN CONTRACT
NUMBER
NOT TO SCALE
WALL MOUNTED A/V TROUGH
AV
X'-X"
X'-X"
6
WALL MOUNTED VOICE RECEPTACLE
JANITOR
LAVATORY
POUND
LOUVER
LIGHT
LEVELING
NOT IN CONTRACT
EXISTING TO BE REMOVED
PLYWOOD
KITCHEN
5
WALL MOUNTED HALF DEDICATED FOURPLEX
FLUORESCENT PENDANT FIXTURE
4
WALL MOUNTED DEDICATED FOURPLEX
CONCRETE MASONRY UNIT
INFILTRATION
INFORMATION
INSTRUMENT(ATION)
INSULATION
INTERIOR
INTERLOCK(ING)
COLUMN GRID
A
WALL MOUNTED SEPARATE DUPLEX
VEHICLE
VERTICLE
VERIFY IN FIELD
WITH
WITHOUT
WATER CLOSET
WOOD
WINDOW
WEIGHT
WATERPROOFING
2
1
WALL MOUNTED DUPLEX
FIRE SPRINKLER
UNDERLAYMENT
UNLESS NOTED OTHERWISE
UTILITY
CONSTRUCTION
3
CEILING HEIGHT CHANGE
SCRIBE
SECURITY
SQUARE FEET
SINGLE
SHORING
SIMILAR
STAINLESS STEEL
STANDARD
STEEL
STOREFRONT
STRUCTURAL
SURFACE
SUSPENDED
SYSTEM(S)
GENERAL NOTES
1
FLUORESCENT LIGHT FIXTURE
READER
RECESS(ED)
RECEPTACLE
REFER(ENCE)
REFLECTED
REFRIGERATOR
REQUIRED
RESIST(ANT)(IVE)
ROOFING
ROOM
ROUGH OPENING
GRAPHIC SYMBOLS
200 TELECOM DRIVE
ORLANDO, FL 32810
ACCESSORY
ACOUSTIC(AL)
ABOVE FINISHED FLOOR
ALUMINUM
ALTERNATE
ANNUNCIATOR
ANODIZED
APPLIANCE
AUTOMATIC
AVERAGE
PLYWD
PNL
POLYST
PORT
PREFAB
PREFIN
PRTECN
PTN
R
RDR
RECES
RECPT
REF
REFL
REFR
REQD
RESIS
RFG
RM
RO
S
SCR
SECUR
SF
SGL
SHORG
SIM
SST
STD
STL
STRFR
STRUCT
SURF
SUSP
SYS
T
T&G
THK
TLT
TRAF
TRANS
TRTD
TYP
U
UNDRLAY
UNO
UTIL
V
VEH
VERT
VIF
W
W/
W/O
WC
WD
WDW
WT
WTRPRF
GRAPHIC SYMBOLS
ADDRESS
A
ACCES
ACOUS
AFF
AL
ALT
ANNUNC
ANOD
APPL
AUTO
AVG
B
BD
BLDG
BLKG
BOLLD
BRDLM
BU
C
CAB
CEM
CER
CLG
CMU
COATG
COILG
CONC
CONSTR
CONT
CONTR
COV
CPT
D
DBL
DEPT
DES
DET
DF
DIA
DIFF
DIM
DISP
DIV
DN
DR
DSCON
DWR
E
ELAST
ELEC
EMBED
ENGR
ENTR
EQ
EQUIP
EXIST
EXP JT
EXPS
EXT
F
FAB
FD
FE
FE&C
FHC
FIN
FLDG
FLR
FPLC
FR
FRMG
FURN
FWC
FXD
FXTR
G
GA
GFRC
GFRG
GFRP
GL
GR
GYP
H
HD
HDWD
HDWE
HM
HORIZ
HVAC
GRAPHIC SYMBOLS
MSO POWER UPGRADE AND BUILDING EXPANSION
ABBREVIATIONS
XX
EQUIPMENT
PIR
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
PIR (REQUEST TO EXIT, PASSIVE INFRARED
DETECTOR) CEILING MOUNTED
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
ABBREVIATIONS, GRAPHIC SYMBOLS, & GENERAL NOTES
Scale:
1:1
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
G00.10
DOOR SCHEDULE
SCHEDULE WIDTH
SCHEDULE HEIGHT
EQ
SCHEDULE HEIGHT
SCHEDULE HEIGHT
EQ
TYPE 'A'
TYPE 'B'
PAIR
TYPE 'H'
UPWARD ACTING 'COILING'
OVERHEAD DOOR
SCHEDULE WIDTH
SCHEDULE WIDTH
EQ
3"
SCHEDULE HEIGHT
3"
TEMPERED
GLASS
TEMPERED
GLASS
TYPE 'D'
GLASS LITE
TYPE 'C'
DOUBLE EGRESS
PAIR W/ STILE
119
120
121B
121C
122
127
128
10"
10"
SCHEDULE HEIGHT
SCHEDULE HEIGHT
EQ
SCHEDULE WIDTH
TYPE 'E'
GLASS LITE W/
SIDE LITE
Location
SWITCH ROOM
SWITCH ROOM
AC POWER ROOM A
AC POWER ROOM A
SWITCH ROOM
OFFICE
OFFICE
CONTROL ROOM
MEN'S RR
AC POWER ROOM
MECHANICAL ROOM
DC POWER ROOM
BATTERY ROOM
BATTERY ROOM
SWITCH ROOM
SWITCH ROOM
BATTERY ROOM
BATTERY ROOM
CONFERENCE/EOC
WOMEN'S RR
JAN
ENTRY
ENTRY
OPTICOOL
MECHANICAL ROOM
SPRINKLER
BREAK
WAREHOUSE/STAGING
WAREHOUSE/STAGING
SWITCH STORAGE
MECH PENTHOUSE
CONFERENCE/EOC
A
A
B
C
A
E
E
E
A
A
A
A
A
A
A
B
A
A
E
A
A
A
A
A
Width
3' - 0"
3' - 0"
6' - 0"
6' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
4' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
4' - 0"
6' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 6"
3' - 6"
4' - 0"
A
E
H
A
A
A
B
3' - 0"
3' - 0"
10' - 0"
4' - 0"
3' - 0"
3' - 0"
4' - 0"
8' - 0"
8' - 0"
10' - 0"
8' - 0"
8' - 0"
8' - 0"
9' - 0"
Type
1 3/4"
2"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
Frame
Assembly Rating
Material
EX
HM
HM
HM
HM
ALUM
ALUM
ALUM
HM
EX
EX
EX
EX
EX
HM
EX
EX
EX
ALUM
HM
HM
HM
HM
HM
Finish
PT03
PT03
PT03
PT03
PT03
ANOD
ANOD
ANOD
PT03
EX
EX
EX
EX
EX
PT
EX
EX
EX
ANOD
PT03
PT03
PT03
PT03
PT03
Material
EX
HM
HM
HM
HM
ALUM
ALUM
ALUM
HM
EX
EX
EX
EX
EX
HM
EX
EX
EX
ALUM
HM
HM
HM
HM
HM
Finish
EX
PT03
PT03
PT03
PT03
ANOD
ANOD
ANOD
PT03
EX
EX
EX
EX
EX
HM
EX
EX
EX
PT03
PT03
PT03
PT03
PT03
PT03
HM
ALUM
EX
HM
HM
GALV
BY PTN
MFR
PT03
ANOD
EX
PT03
PT03
GALV
BY PTN
MFR
HM
ALUM
EX
HM
HM
GALV
BY PTN
MFR
PT03
ANOD
EX
PT03
PT03
GALV
BY PTN
MFR
Fire
Rating
EX
60 MIN
60 MIN
60 MIN
60 MIN
0
0
0
0
EX
EX
EX
EX
EX
60 MIN
EX
EX
EX
0
0
0
0
0
0
Temp Rise
Smoke
Label
60 MIN
0
EX
0
0
0
0
Hardware
Group
EX
SET 110
SET 109
SET 109
SET 110
SET 107
SET 107
SET 105
SET 106
EX
EX
EX
EX
EX
SET 105
EX
EX
EX
SET 107
SET 106
SET 107
SET 105
SET 105
SET 105
SET 107
SET 108
EX
SET 105
SET 105
SET 107
(none)
Remarks
10400 Rodgers Road
EXISTING TO REMAIN.
EXISTING TO REMAIN.
EXISTING TO REMAIN.
EXISTING TO REMAIN.
EXISTING TO REMAIN.
Houston, Tx 77070
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
EXISTING TO REMAIN.
EXISTING TO REMAIN.
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
DOOR AT PENTHOUSE SCREEN
BY OPERABLE PARTITION MFR
NOTE: HARDWARE & SECURITY DEVICES PROVIDED & INSTALLED BY OTHERS UNDER SEPERATE PERMIT
HARDWARE GROUPS
GROUP NO. 1
ELECTRIC PANIC DEVICE
DOOR PULL (IF REQD)
ELECTRIC HINGE
HINGES (IF REQD)
CLOSER W/ STOP ARM (IF REQD)
SADDLE THRESHOLD (IF REQD)
WEATHERSEAL SET
DOOR SWEEP
GROUP NO. 2
ELECTRIC PANIC DEVICE
DOOR PULL (IF REQD)
ELECTRIC HINGE
HINGES (IF REQD)
DOOR CLOSER (IF REQD)
8" KICKPLATE
8" MOP PLATE
SADDLE THRESHOLD (IF REQD)
SEAL SET
DOOR SWEEP
GROUP NO. 3
ALL REQUIRED HARDWARE INCLUDING
SLIDE LOCK BY DOOR SUPPLIER OR GC
COMBO PADLOCK BY SECURITY
GROUP NO. 4
CHAIN LINK SWING GATE (RE: ELEV FOR INFO)
GROUP NO. 5
KNOX BOX (FIRE DEPARTMENT ACCESS)
GROUP NO. 100
ELECTRIC CYLINDRICAL LOCKSET
ELECTRIC HINGE
HINGES
DOOR CLOSER W/ STOP ARM
8" KICKPLATE
8" MOP PLATE
SEAL SET
GROUP NO. 101
ELECTRIC CYLINDRICAL LOCKSET (ACTIVE LEAF)
ELECTRIC HINGE (ACTIVE LEAF)
HINGES
AUTO FLUSH BOLT SET
DUSTPROOF STRIKE
DOOR CLOSERS W/ STOP ARMS
COORDINATOR
CLOSER MOUNTING BRACKET SET
8" KICKPLATES
8" MOP PLATES
SADDLE THRESHOLD
SEAL SET (JAMBS & ASTRAGAL)
WALL STOPS
OVERLAP ASTRAGAL (INACTIVE LEAF)
PROVIDED BY DOOR SUPPLIER OR GC
GROUP NO. 102
ELECTRIC CYLINDRICAL CLASSROOM LOCKSET
(ACTIVE LEAF)
ELECTRIC HINGE (ACTIVE LEAF)
HINGES
AUTO FLUSH BOLT SET
DUSTPROOF STRIKE
DOOR CLOSERS W/ STOP ARMS
COORDINATOR
CLOSER MOUNTING BRACKET SET
SEAL SET (JAMBS & ASTRAGAL)
8" KICKPLATES
8" MOP PLATES
WALL STOPS
OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550)
PROVIDED BY DOOR SUPPLIER OR GC
GROUP NO. 103
ELECTRIC CYLINDRICAL CLASSROOM LOCKSET
(ACTIVE LEAF)
ELECTRIC HINGE (ACTIVE LEAF)
HINGES
AUTO FLUSH BOLT SET
DUSTPROOF STRIKE
DOOR CLOSERS W/ STOP ARMS
COORDINATOR
CLOSER MOUNTING BRACKET SET
SEAL SET (JAMBS & ASTRAGAL)
8" KICKPLATES
8" MOP PLATES
WALL STOPS
OVERLAP ASTRAGAL (INACTIVE LEAF; SIM TO NG 550)
PROVIDED BY DOOR SUPPLIER OR GC.
GROUP NO. 108
PASSAGE SET
HINGES
DOOR CLOSER W/ STOP ARM
SEAL SET
8" KICKPLATE
8" MOP PLATE
WALL STOP
GROUP NO. 114
ELECTRIC CYLINDRICAL LOCKSET
ELECTRIC HINGE
HINGES
DOOR CLOSER W/ STOP ARM
GROUP NO. 109
ELECTRIC PANIC DEVICES
DOOR PULLS
ELECTRIC HINGES
HINGES
DOOR CLOSERS W/ STOP ARMS
SEAL SET (JAMBS & ASTRAGAL)
MEETING ASTRAGAL
8" KICKPLATES
8" MOP PLATES
WALL STOPS
GROUP NO. 105
ELECTRIC CYLINDRICAL LOCKSET
ELECTRIC HINGE
HINGES
DOOR CLOSER W/ STOP ARM
SEAL SET
8" KICKPLATE
8" MOP PLATE
LATCH GUARD (OUTSWING)
GROUP NO. 110
ELECTRIC PANIC DEVICE
ELECTRIC HINGE
HINGES
DOOR CLOSER W/ STOP ARM
SEAL SET
8" KICKPLATE
8" MOP PLATE
WALL STOP
GROUP NO. 106
STOREROOM LOCKSET
HINGES
DOOR CLOSER
KICKPLATE
MOP PLATE
SEAL SET
WALL STOP
ISSUES & REVISIONS
Issue
#
Issue Date
GROUP NO. 112
STOREROOM LOCKSET
HINGES
DOOR CLOSERS W/ STOP ARMS
SEAL SET
8" KICKPLATE
8" MOP PLATE
WALL STOP
LATCH GUARD (OUTSWING)
GROUP NO. 107
PRIVACY LOCKSET
HINGES
DOOR CLOSER
KICKPLATE
MOP PLATE
SEAL SET
WALL STOP
281-374-8644
200 TELECOM DRIVE
ORLANDO, FL 32810
SCHEDULE WIDTH
Number
100A
101A
101B
101C
102A
103
104
105A
106
108
109
110
111A
111B
112A
112B
113A
113B
114
115
116
117A
117B
118
Door
Dimensions
Height
Thickness
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
2"
8' - 0"
2"
8' - 0"
2"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
2"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
8' - 0"
1 3/4"
ADDRESS
Assembly
SCHEDULE WIDTH
MSO POWER UPGRADE AND BUILDING EXPANSION
DOOR TYPES
-
Issue Description
01.18.2016 Issue for Permit
**NOTE: MOUNT ALL CLOSERS ON NON-PUBLIC SIDE OF DOORS
COORDINATE LOCATIONS WITH SECURITY CONTRACTOR UNDER
CONTRACT TO TENANT
DOUBLE DOOR DEVICE TYPICAL CONDUIT REQUIREMENTS
J-BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN PARTITION TO
RECEIVE CONDUIT. THE OTHER SURFACE MOUNTED TO ALLOW CONDUIT OR
OPEN CABLE CONVEYANCE.
OPEN CABLE TO MICRO & POWER SUPPLY
12' - 0"
12' - 0"
CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL)
11' - 6"
11' - 0"
CABLE TRAY ON OPPOSITE SIDE OF WALL (OPTIONAL)
11' - 6"
11' - 0"
EXIT
SECURITY CAMERAS MOUNTED @ 10' - 0"
10' - 6"
6"
10' - 0"
EXIT
SECURITY CAMERAS MOUNTED @ 10' - 0"
6"
6"
10' - 6"
10' - 0"
8' - 0"
DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION - BY SECURITY CONTRACTOR, EC TO PROVIDE CONDUIT
FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. REFER TO SECURITY CONTRACTOR PLAN FOR CONTACT
LOCATIONS
EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE HORIZONTAL TRIM RING OVER J-BOX
WITHIN PARTITION LOCATED ON SECURE SIDE AS REQUIRED.
2' - 0"
8' - 0"
DOOR CONTACTS FOR DOOR PROP AND DOOR POSITION BY SECURITY CONTRACTOR, EC TO PROVIDE CONDUIT
FROM FRAME TO J-BOX LOCATED ON SECURE SIDE. REFER TO SECURITY CONTRACTOR PLAN FOR CONTACT
LOCATIONS
EGRESS MOTION DETECTOR BY SECURITY CONTRACTOR, EC TO PROVIDE HORIZONTAL TRIM RING OVER JBOX WITHIN PARTITION LOCATED ON SECURE SIDE
2' - 0"
STROBE / HORN
6' - 8"
6' - 8"
H
EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL (IF REQUIRED) TO BE PROVIDED BY SECURITY CONTRACTOR, EC TO
PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND CONDUIT TO CARD READER J-BOX WITH STRING
LOCATED ON SECURE SIDE.
ELECTRIC HINGE
BY GC
5' - 0"
H
ASTRAGAL
5' - 0"
ELECTRICAL
LOCKSET BY GC
4' - 0"
INTERCOM DEVICE BY SECURITY CONTRACTOR, PROVIDE J-BOX W/ TRIM RING
CAN SHARE CONDUIT WITH EMERGENCY DOOR RELEASE. (OPTIONAL)
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
EMERGENCY DOOR RELEASE BUTTON ON OPPOSITE SIDE OF WALL
(IF REQUIRED) TO BE PROVIDED BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL
TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION AND CONDUIT
TO CARD READER J-BOX WITH STRING LOCATED ON SECURE SIDE.
LIGHT SWITCH - ZONE
ELECTRIC HINGE
BY GC
LIGHT SWITCH - ZONE
ELECTRICAL
LOCKSET BY GC
SEAL/SIGNATURE
STROBE / HORN
INTERCOM DEVICE BY SECURITY CONTRACTOR, EC TO PROVIDE J-BOX W/ TRIM RING. CAN SHARE CONDUIT WITH EMERGENCY DOOR
RELEASE. (OPTIONAL)
4' - 0"
COORDINATE LOCATIONS WITH SECURITY CONTRACTOR UNDER
CONTRACT TO TENANT
J-BOX 6" x 6" x 4"D, EC TO PROVIDE DOUBLE BOX ONE WITHIN PARTITION TO
RECEIVE CONDUIT. THE OTHER SURFACE MOUNTED TO ALLOW CONDUIT OR OPEN
CABLE CONVEYANCE.
OPEN CABLE TO MICRO & POWER SUPPLY
6"
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
SINGLE DOOR DEVICE TYPICAL CONDUIT REQUIREMENTS
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
3' - 6"
3' - 6"
LOCK ALARM BOX/UNIT
DOOR TO BE MORTISED BY
GC, PANIC HARDWARE BY
GC WHERE REQUIRED
8"
EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL)
EPO SWITCH LOCATED ON SECURE SIDE (OPTIONAL)
DOOR TO BE MORTISED
BY GC, PANIC
HARDWARE BY GC
WHERE REQUIRED
CARD READER (ON OPPOSITE SIDE OF WALL) BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL TRIM RING OVER SINGLE GANG BOX
WITHIN PARTITION
ELEC. STRIKE WITH CONDUIT TO SPLICE BOX ON SOME DOORS,
REFER TO DOOR SCHEDULE
NOTE:
SECURITY CONTRACTOR TO PROVIDE & INSTALL ALL HARDWARE & DEVICES. GC TO
COORDINATE BOTH EC & TENANT-PROVIDED SECURITY CONTRACTOR.
SECURE SIDE OF DOOR
NOTES:
1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY GC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE APPROVED BY PROJECT MGR.
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED.
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR.
8"
INACTIVE LEAF
SECURE SIDE OF DOOR
NOTES:
1. ALL CONDUIT 3/4" MINIMUM PROVIDED BY EC PROVIDE TWO STRINGS AT EACH TERMINATION POINT UNLESS OTHERWISE NOTED.
2. ALL PLENUM BOXES TO BE USED ABOVE CEILING AS REQUIRED.
3. CABLING AND LOW VOLTAGE WIRING BY SECURITY CONTRACTOR, UNO.
CARD READER (ON OPPOSITE SIDE OF WALL)
BY SECURITY CONTRACTOR, EC TO PROVIDE VERTICAL
TRIM RING OVER SINGLE GANG BOX WITHIN PARTITION
SHEET TITLE
SCHEDULES
Scale:
As indicated
ELECTRIC STRIKE WITH CONDUIT TO SPLICE BOX ON SOME DOORS
REFER TO DOOR SCHEDULE
NOTE:
SECURITY CONTRACTOR TO PROVIDE & INSTALL ALL HARDWARE & DEVICES. GC TO
COORDINATE BOTH EC & TENANT-PROVIDED SECURITY CONTRACTOR.
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A00.20
SHEET NOTES
SIGNS BY ADA CENTRAL INC.
UNISEX ACCESSIBLE RESTROOM
CUSTOM SIGN
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
BLUE
HIGH CONTRAST
WHITE
BLUE
1/2"
RESTROOM
60" A.F.F.
5/8" HIGH MIN., TYPE RAISED
1/32" MIN., TYP.HELVETICA MED.
UPPERCASE LETTERS
COLOR: HIGH CONTRAST WHITE
4"
1/2"
9"
100
DATA HALL
6"
5/8" HIGH MIN., TYPE RAISED
1/32" MIN., TYP.HELVETICA MED.
UPPERCASE LETTERS
COLOR: HIGH CONTRAST WHITE
REF: A05.01 FOR SIGN TEXT
Gensler
GRADE 2 BRAILLE
GRADE 2 BRAILLE
6"
GENERAL NOTES
INSTALL 3" FROM STRIKE
SIDE OF JAMB TO EDGE OF
SIGN
ACCESSIBLE WALL MOUNT SIGNAGE
1
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
CONTRASTING COLOR
X HOUR FIRE RATED PARTITION - PROTECT ALL OPENINGS
30'-0" MAX.
BETWEEN SIGNS
X HOUR FIRE RATED PARTITION - PROTECT ALL OPENINGS
X=FIRE RATING DESIGNATION
FIRE RATED PARTITION SIGN
SCALE: 3" = 1'-0"
SIGN OR STENCIL ON ALL FIRE RATED PARTITIONS BELOW RAISED
ACCESS FLOOR AND ABOVE CEILING OR 14'-0" A.F.F. IN AREAS WITH NO
CEILING
2
200 TELECOM DRIVE
ORLANDO, FL 32810
LINE OF RAISED ACCESS FLOOR
ADDRESS
14' - 0" A.F.F.
IN AREAS WITH NO CEILING
LINE OF CEILING
MSO POWER UPGRADE AND BUILDING EXPANSION
5"
TYP.
SCALE: 3" = 1'-0"
SIGN OR STENCIL IDENTIFIED
EFFECTIVELY AND
PERMANENTLY
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
ISSUES & REVISIONS
Issue
#
Issue Date
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
-
Issue Description
01.18.2016 Issue for Permit
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
PROJECT SIGNAGE
Scale:
3" = 1'-0"
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A00.30
8"
STROBE WHERE OCCURS
EQ EQ
TELEPHONE OUTLET
MTD HORIZONTALLY
6"
19
LOCATIONS at CREDENZAS or COUNTERS
13
STROBES
THERMOSTAT WHERE OCCURS
7
OUTLETS
10400 Rodgers Road
18"
LOCATIONS at COLUMNS, BETWEEN DOORS, ETC.
SWITCH and THERMOSTAT
LOCATIONS at FIRE EXTINGUISHER CABINET
14
STROBES and FIRE ALARM PULLS
80" MIN
WALL HUNG TELEPHONE
HANDLE LOCATION, UNO
42"
OUTLET WHERE OCCURS
18"
LOCATIONS at COLUMNS, BETWEEN DOORS, ETC.
8
SWITCHES and THERMOSTATS
SWITCH(ES) OR DIMMER(S)
GANG UNDER ONE PLATE
DOOR
POWER OUTLET
WHERE OCCURS
18"
LOCATIONS at CREDENZAS or COUNTERS
96" MAX
THERMOSTAT WHERE OCCURS
46"
6"
SWITCHES AND DIMMERS
40"
8"
LIGHT SWITCHES AND DIMMERS TO BE
CLUSTERED AND MOUNTED VERTICALLY
46"
48"
FIRE EXTINGUISHER CABINET
80" MIN
96" MAX
80" MIN
96" MAX
THERMOSTAT
6"
UNO
STROBE WHERE OCCURS
9"
EQ EQ
CREDENZA OR COUNTER
20
Gensler
STROBE WHERE OCCURS
EQ EQ
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
LOCATIONS at DOOR JAMBS
1
OUTLET GROUPS, STROBES and THERMOSTATS
FIRE ALARM PULL
281-374-8644
OUTLET WHERE OCCURS
8"
STROBE WHERE OCCURS
Houston, Tx 77070
HANDLE LOCATION, UNO
42"
POWER AND TELEPHONE
CLUSTER VERTICALLY MTD
CENTERED ON COLUMN
DOOR
18"
CREDENZA OR COUNTER
LOCATIONS at FREIGHT ELEVATORS
SWITCH(ES) OR DIMMER(S)
GANG UNDER ONE PLATE
80" MIN
THERMOSTAT WHERE OCCURS
42"
8"
POWER OUTLET
MTD HORIZONTALLY
96" MAX
7"
6"
EQ EQ
80" MIN
EQ
80" MIN
EQ
STROBE WHERE OCCURS
96" MAX
96" MAX
STROBE WHERE OCCURS
LOCATIONS at DOOR JAMBS
2
SWITCHES, STROBES and THERMOSTATS
CERTIFICATE OF AUTHORIZATION NO. 3818
SWITCH and TELEPHONE
#WPM Project Number
8"
8"
6"
SCHED SIGN
STROBE WHERE OCCURS
60" TO HIGHEST TACTILE
CHARACTER BASELINE
EQ EQ
FIRE ALARM PULL
LOCATIONS at DOOR JAMBS
3
OUTLETS, STROBES and FIRE ALARM PULLS
CARD READER, EGRESS BUTTON or
FIRE ALARM PULL
8"
STROBE WHERE OCCURS
PROVIDE GROMMET AT OUTLETS
STROBE WHERE OCCURS
8" 6"
7"
22
LOCATION FOR EXIT SIGNS
16
(WALL MOUNTED)
LOCATIONS at WORK SURFACES
10
OUTLETS
HANDLE LOCATION, UNO
OUTLET WHERE OCCURS
18"
ADDITIONAL OUTLET
WHERE OCCURS
18"
18"
OUTLET WHERE OCCURS
42"
POWER AND TELEPHONE
MOUNT HORIZONTALLY
THERMOSTAT WHERE OCCURS
42"
8"
THERMOSTAT WHERE OCCURS
DOOR
80" MIN
80" MAX
96" MAX
WORK TOP
96" MAX
EXIT SIGN
LOCATIONS at CORNERS
LOCATIONS at DOOR JAMBS
4
OUTLETS
THERMOSTAT, STROBE or OUTLET
DOOR IN OPEN POSITION
STROBE WHERE OCCURS
96" MAX
THERMOSTAT WHERE OCCURS
80" MIN
8"
SWITCH(ES) OR DIMMER(S)
GANG UNDER ONE PLATE
42"
OUTLET WHERE OCCURS
THERMOSTAT WHERE OCCURS
SWITCHES & DIMMERS
18"
42"
4"
POWER OUTLET
MOUNT HORIZONTALLY
6"
80" MIN
96"
8"
STROBE WHERE OCCURS
17
LOCATIONS at MILLWORK COUNTERS MAX 25" DEPTH
11
OUTLETS
LOCATIONS at CORNERS
LOCATIONS at OPEN DOORS
5
SWITCHES, OUTLETS, STROBES and THERMOSTATS
SWITCHES, STROBES and THERMOSTATS
ISSUES & REVISIONS
POWER AND TELEPHONE
MOUNT HORIZONTALLY
Issue
#
Issue Date
EQ
THERMOSTAT WHERE OCCURS
42"
POWER OUTLET OR
A/V CLUSTER UNIT
WHERE OCCURS
LOCATIONS at CORNERS
LOCATIONS at COLUMNS, BETWEEN DOORS, ETC.
6
OUTLETS, STROBES and THERMOSTATS
OUTLETS, STROBES and THERMOSTATS
1
SCALE: NTS
ADJACENT SURFACE WHERE IT OCCURS
TOP OF RIM
BOTTOM OF
REFLECTING
SURFACE
TOP OF CONTROL
TOP OF DISPENSER
TOP OF OPENING
OF DISPENSER
TOP OF RIM
TOP OF RIM
34" MAX
BOTTOM OF REFLECTING
SURFACE
40" MAX
NOT ABOVE LAVATORY
35" MAX.
ABOVE LAVATORY
44" MAX
48" MAX
NOT ABOVE LAVATORY
30"
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
H
WALL MTD.
LAVATORY
W/ MIRROR
ABOVE
SURFACEMOUNTED
BOBRICK #B2746
MIRROR
E
SOAP
DISPENSER
ACCESSIBLE
TISSUE
DISPENSER
MOUNTING LOCATIONS
NAPKIN
DISPOSAL
17" MAX.
BOBRICK B-38034
30" MAX
48"
48" MAX.
44" MAX.
24"
15"
2"
34"
39" - 41"
MOUNTING LOCATIONS - ADULT RESTROOMS
D
PAPER TOWEL
DISPENSER &
WASTE RECEPTACLE
GRAB BAR 18" LONG
BOBRICK #B-6806 SERIES
*EXCEPT IN TEXAS
MAYBROOK 0.125-1.0 GPF
UNIVERSAL. MOUNT @ 17" TO TOP
OF LIP
NAPKIN AND
TAMPON VENDOR
C
D
ACCESSIBLE
URINAL
GRAB BAR 42" LONG
BOBRICK #B-6806 SERIES
O
URINAL
B
CLEAR FROM
BOTTOM OF GRAB
BAR TO TOP OF
FLUSH VALVE
18" MIN
GRAB BAR 36" LONG
BOBRICK #B-6806 SERIES
H
12" MIN
WATER CLOSET
A
17" TO 19"
17" TO 19"
E
24" MIN
B
CLEAR FROM
BOTTOM OF
GRAB BAR TO
TOP OF TISSUE
34"
2"
A
7" TO 9"
18"
36"
ACCESSIBLE
WATER CLOSET
ACCESSIBLE
WATER CLOSET
CLEAR FROM
BOTTOM OF GRAB
BAR TO TOP OF
FLUSH VALVE
42" MIN.
OR TOP OF CONTROL
C
TOP OF CONTROL
39" - 41"
TOP OF SEAT
54" MIN.
FLUSH CONTROL 4"
BELOW GRAB BAR.
ORIENT FLUSH VALVE TO
OPEN SIDE OF TOILET
STALL.
TOP OF SEAT
SCALE: NTS
12" MAX.
01.18.2016 Issue for Permit
18"
18"
80" MIN
POWER OUTLET OR
TELEPHONE OUTLET
WHERE OCCURS
42"
12
OUTLETS
96" MAX
THERMOSTAT WHERE OCCURS
MOUNTING LOCATIONS
2"
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
18
LOCATIONS at MILLWORK COUNTERS MAX 25" DEPTH
-
Issue Description
EQ EQ
8"
7" 8"
96" MAX
7"
8"
8" 7"
STROBE WHERE OCCURS
STROBE WHERE OCCURS
80" MIN
EQ
200 TELECOM DRIVE
ORLANDO, FL 32810
9
LOCATIONS at COLUMNS, BETWEEN DOORS, ETC.
ADDRESS
15
STROBES and THERMOSTATS
LOCATION FOR TYPICAL SIGNS
MSO POWER UPGRADE AND BUILDING EXPANSION
21
LOCATIONS at CORNERS with REVEALS
OUTLET WHERE OCCURS
18"
18"
VERTICAL REVEAL
THERMOSTAT WHERE OCCURS
HANDLE LOCATION, UNO
42"
42"
POWER OUTLET
WHERE OCCURS
CARD READER, EGRESS BUTTON
OR FIRE ALARM PULL
DOOR
80" MIN
48" TO LOWEST TACTILE
CHARACTER BASELINE
THERMOSTAT WHERE OCCURS
42"
STROBE WHERE OCCURS
96" MAX
LOREM
IPSUM
80" MIN
9"
96" MAX
80" MIN
96" MAX
STROBE WHERE OCCURS
BOBRICK B-165 2448
CHANNEL FRAME
Scale:
As indicated
SHEET NO:
2
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A00.40
SHEET NOTES
01 EXISTING FIRE HYDRANT
02 EXISTING EQUIPMENT YARD.
03 LOCATION OF GATE.
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PMH-9
X
1
8
1
X
S
A
X
X
PMH-9
01
X
CONTAINMENT
DIKE, TYP.
MSA
REMOVABLE
MSA
BOLLARD, TYP.
X
X
TRANSFORMER
PAD, TYP.
ATS-A
X
CRUSHED STONE
SEC. PRI.
UTILITY XFMR B1
WITH CONCRETE
CURB
MSB
X
X
X
CAMLOCK
A
GTS-A
CAMLOCK
B
GTS-B
X
200 TELECOM DR
02
X
GENERATOR WALKWAY
X
X
GENERATOR
'GEN A'
1500kW
GENERATOR
'GEN B'
1500kW
12,000 GALLON
U.L. 2085
DOUBLE WALL
DIESEL FUEL STORAGE
TANK WITH INTERSTITIAL
LEAK DETECTION
12,000 GALLON
U.L. 2085
DOUBLE WALL
DIESEL FUEL STORAGE
TANK WITH INTERSTITIAL
LEAK DETECTION
SOUTH LAKE DESTINY RD.
CRUSHED STONE
SEC. PRI.
X
RETENTION POND
UTILITY XFMR A1
WITH CONCRETE
CURB
SPRINKLER
200 TELECOM DRIVE
ORLANDO, FL 32810
TELECOM DR
03
ADDRESS
X
S
S
MSO POWER UPGRADE AND BUILDING EXPANSION
X
11
X
X
X
X
X
X
ISSUES & REVISIONS
X
X
X
X
X
OE
X
X
X
X
X
X
Issue
#
Issue Date
X
X
-
Issue Description
01.18.2016 Issue for Permit
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
X
SITE PLAN
SCALE: 1" = 20'-0"
1
SEAL/SIGNATURE
SITE LEGEND
X
PRELIMINARY
PROPERTY LINE
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
LIMIT OF WORK
01/18/2016
DAVID CALKINS, FAIA
EXISTING FENCE
X
FLORIDA ARCHITECT REGISTRATION #AR 17425
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
SHEET TITLE
SITE PLAN
#
NUMBER OF STALLS IN RUN
-
TYPE DESIGNATOR
S = STANDARD
A = ACCESSIBLE
V = VAN ACCESSIBLE
ACCESSIBLE PARKING SIGN
Ref. North
Scale:
As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A00.50
EXIT SCHEDULE
EXIT ROUTE
EXIT ROUTE A
EXIT ROUTE B
EXIT ROUTE C
EXIT ROUTE D
EXIT ROUTE E
EXIT ROUTE F
SEGMENT LENGTH
TO EXIT A' =
TO EXIT A' =
TO EXIT C' =
TO EXIT A' =
TO EXIT D' =
TO EXIT A' =
93' - 0"
106' - 6"
151' - 0"
89' - 6"
65' - 6"
42' - 6"
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (2014 FBC TABLE 1015.1): 1
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
MEANS OF EGRESS SIZING (2014 FBC 1005.3.2)
EXIT WIDTH REQUIRED: (44 OCCUPANTS X 0.2") = 8.8"
EXIT WIDTH PROVIDED: 4 DOORS (40" + 70" + 34" + 46") = 190"
TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE
PROVIDED WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:
1. THE OCCUPANT LOAD OF THE SPACE EXCEEDS THE FOLLOWING
(TABLE 1015.1):
OCCUPANCY GROUP B = 49 OCCUPANTS.
OCCUPANCY GROUP S = 29 OCCUPANTS.
Gensler
2. THE COMMON PATH OF EGRESS TRAVEL EXCEEDS THE LIMITATIONS OF
SECTION 1014.3:
OCCUPANCY GROUP B (FULLY SPRINKLED) = 100'-0"
OCCUPANCY GROUP S (FULLY SPRINKLED) = 100'-0"
3. WHERE REQUIRED BY SECTION 1015.3, 1015.4, 1015.5, OR 1015.6.
EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.2):
OCCUPANCY GROUP B (FULLY SPRINKLED): 300'-0"
OCCUPANCY GROUP S-1 (FULLY SPRINKLED): 250'-0"
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
A'
D'
A
OFFICE
MEN'S RR
103
106
WAREHOUSE/STAGING
121
BREAK
120
WOMEN'S RR
AC POWER
ROOM A
107
AC POWER
ROOM B
OFFICE
SWITCH
STORAGE
102
104
122
101
CONFERENCE/EOC
OPTICOOL
MECHANICAL
ROOM
114
CONTROL
ROOM
105
118
F
E
D
200 TELECOM DRIVE
ORLANDO, FL 32810
MSO POWER UPGRADE AND BUILDING EXPANSION
119
ADDRESS
SPRINKLER
ISSUES & REVISIONS
Issue
#
Issue Date
SWITCH ROOM
SWITCH ROOM
100
112
Issue Description
01.18.2016 Issue for Permit
B
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
MECHANICAL
ROOM
109
C
C'
AC POWER
ROOM
DC POWER
ROOM
108
110
BATTERY
ROOM
BATTERY
ROOM
111
113
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
B'
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
LIFE SAFETY PLAN
Scale:
1/8" = 1'-0"
SHEET NO:
EGRESS PLAN
SCALE: 1/8" = 1'-0"
1
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A00.60
UL ASSEMBLIES
Design No. W-L-2014
Design No. C-AJ-5001
Design No. U419 (cont.)
February 01, 2001
March 05, 2007
6B. Steel Framing Members (Optional, Not Shown)* -- As an alternate to Item 6, furring channels and Steel Framing Members on only one side of
studs as described below:
a. Furring Channels -- Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item
b. Batts and Blankets placed in stud cavity as described in Item 4. Two layers of gypsum board attached to furring channels as described in Item
4. Not for use with Item 4A.
b. Steel Framing Members* -- Used to attach furring channels (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to
studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips.
KINETICS NOISE CONTROL INC -- Type Isomax
THROUGH-PENETRATION FIRESTOP SYSTEM--2H.
THROUGH-PENETRATION FIRESTOP SYSTEM--2H.
7. Joint Tape and Compound -- Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers.
Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be
omitted when gypsum panels are supplied with a square edge.
8. Siding, Brick or Stucco -- (Optional, not shown) -- Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local
code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel
screws, not more than each sixth course of brick.
9. Caulking and Sealants* -- (Optional, not shown) -- A bead of acoustical sealant applied around the partition perimeter for sound control.
UNITED STATES GYPSUM CO -- Type AS
*Bearing the UL Classification Mark
NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ®
Design No. U438
July 01, 2010
NONBEARING WALL RATING -- 2 HR.
1. Floor or Wall Assembly -- Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/.m3) concrete.
Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 18 in. (457 mm) See Concrete Blocks (CAZT)
category in the Fire Resistance Directory for names of manufacturers.
1A. Steel Sleeve -- (Optional, not shown) -- Nom 10 in. (254 mm) (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or
wall assembly. Sleeve may extend a max of 2 in. (51 mm) above top of floor or beyond either surface of wall. T Rating is 0 Hr when sleeve is
used.
2. Through Penetrant -- Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper pipe, nom 12 in. (305 mm) diam (or smaller) service
weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm) diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe or nom 12 in.
(305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe centered in the opening and rigidly supported on both
sides of the floor or wall assembly.
3. Pipe Covering* -- Nom 1/2 to 2 in. (13 to 51 mm) thick hollow cylindrical heavy density (min. 3.5 pcf or 56 kg/m3) glass fiber units jacketed
on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse
joints secured with metal fasteners or with butt strip tape supplied with the product. See Pipe and Equipment Covering -- Materials* (BRGU)
category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and
bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.
4. Firestop System -- The details of the firestop system shall be as follows:
A. Packing Material -- Min 1 in. (25 mm) thickness of firmly packed mineral wool batt insulation used as a permanent form. Packing material
to be recessed from top surface of floor or sleeve or from both surfaces of wall as required to accommodate the required thickness of caulk
fill material (Item B).
B. Fill, Void or Cavity Material* -- Caulk or Sealant -- Applied to fill the annular space flush with the top surface of the floor or sleeve or flush
with both surfaces of wall. When nom pipe covering thickness is 2 in. (51 mm), min thickness of caulk fill material is 2 in. (51 mm). When nom
pipe covering thickness is 1-1/2 in. (38 mm) or less, min thickness of caulk fill material is 1 in. (25 mm). The hourly F and T Ratings of the
firestop system are dependent upon the thickness of the floor or wall, the size of pipe, the thickness of pipe covering material and the size of
the annular space (between the pipe covering material and the edge of the circular through opening), as shown in the following table:
3M COMPANY -- CP 25WB+ or FB-3000 WT
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
1. Wall Assembly -- The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in
the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction
features:
A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.
OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.
B. Gypsum Board* -- Two layers of nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of
opening is 8 in.
2.Nonmetallic Pipe -- Nom 4 in. diam (or smaller) Schedule 40 polyvinyl chloride (PVC) or SDR17 chlorinated polyvinyl chloride (CPVC) pipe for
use in closed (process or supply) piping systems. Pipe to be rigidly supported on both sides of wall assembly.
3. Firestop System -- The hourly F and T Rating for the firestop systems are dependent upon the size of pipe, annular space, and min forming
and fill material thicknesses as described in the table below. When the annular space in the table shows a range of distances, the
penetrating item may be installed either concentrically or eccentrically within the firestop system. The firestop systems shall consist of the
following:
A. Steel Sleeve or Wire Mesh -- No. 8 steel wire mesh having a min 1 in. lap along the longitudinal seam. Length of sleeve to be 1/4 to 1/2 in. less
than overall thickness of wall such that, when installed in circular opening, the ends of the sleeve are recessed 1/8 to 1/4 in. from each surface
of the wall. Sleeve may also be formed of min 0.034 in. thick (20 MSG) galv sheet steel.
B. Packing Material -- Mineral wool batt insulation firmly packed into opening as a permanent form at the thickness shown in the table below.
Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. As an option to
the above, backer rod and/or foamed plastic backer material may be used.
C. Fill, Void or Cavity Material* -- Caulk -- Applied within the annulus, flush with both surfaces of wall as shown in the table below:
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
*Bearing the UL Classification Mark
NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ®
*Bearing the UL Classification Mark
Design No. W-L-5028
February 08, 2006
2A. Steel Studs -- (Not shown)-"E" -shaped studs installed in place of "C-H" -shaped studs (Item 2) to secure the closure liner panels at
the ends of walls. Fabricated from 25 MSG galv steel, 2-1/2 in. wide, with one leg 1 in. long and two legs 3/4 in.long. Shorter legs 1 in.
apart to engage gypsum liner panels. Cut to lengths 3/8 in. less than floor to ceiling height. Sill and lintel of opening formed with "J" shaped runners (Item 1) secured to "E" -shaped studs with angle clips and steel screws.
THROUGH-PENETRATION FIRESTOP SYSTEM--2H.
3. Gypsum Board* -- 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. or 600 mm (for metric spacing) widths. Panels
cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in "H" -shaped section of "C-H" studs. Free edge of end
panels attached to long leg of "J" -runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC.
CANADIAN GYPSUM COMPANY -- Type SLX.
UNITED STATES GYPSUM CO -- Type SLX.
USG MEXICO S A DE C V -- Type SLX.
4. Gypsum Board* -- 1/2 in. thick, 4 ft. or 1200 mm (for metric spacing) wide wallboard applied vertically in two layers. Inner or base
layer attached to studs with 1 in. long Type S steel screws spaced 24 in. OC along the edges and in the field of the boards. Outer or
face layer attached to studs and "J" -runners with 1-5/8 in. long Type S steel screws spaced 12 in. along the edges and in the field of he
boards, staggered.
Outer layer joints covered with paper tape and joint compound. Exposed screw heads covered with joint compound.
As an alternate method, inner wallboard layer applied vertically, outer wallboard layer applied horizontally. Inner layer attached to
studs with 1 in. Type S steel screws spaced 24 in. OC along vertical edges and in the field. Outer layer attached to the studs and "J"
runners over the inner layer with 1-5/8 in. long Type S steel screws spaced 12 in. OC in the field, along the vertical edges and to the
floor and ceiling runners. Outer layer secured to inner layer wallboard with 1-1/2 in. long
Type G steel screws located midway between studs and 1 in. from the horizontal joint.
AMERICAN GYPSUM CO -- Types AG-C.
BPB AMERICA INC -- Type FRPC, ProRoc Type C.
BPB CANADA INC -- ProRoc Type C.
CANADIAN GYPSUM COMPANY -- Type C, IP-X2, or WRC.
G-P GYPSUM CORP, SUB OF
GEORGIA-PACIFIC CORP -- Type 5.
LAFARGE NORTH AMERICA INC -- Types LGFC-C, LGFC-C/A.
NATIONAL GYPSUM CO -- Types FSK-C, FSW-C, FSMR-C.
PABCO GYPSUM, DIV OF
PACIFIC COAST BUILDING PRODUCTS INC -- Types PG-C.
STANDARD GYPSUM L L C -- Type SG-C.
TEMPLE-INLAND FOREST PRODUCTS CORP -- Type TG-C.
UNITED STATES GYPSUM CO -- Type C, IP-X2 or WRC.
USG MEXICO S A DE C V -- Type C, IP-X2 or WRC.
4A. Gypsum Board* -- (As an alternate to Item 4) -- 5/8 in. thick, 4 ft wide. Attached as described in Item 4.
CANADIAN GYPSUM COMPANY -- Type AR, IP-AR, IP-X1, SCX or WRX.
UNITED STATES GYPSUM CO -- Type AR, FRX-G, IP-AR, IP-X1, SCX or WRX.
USG MEXICO S A DE C V -- Type AR, IP-AR, IP-X1, SCX or WRX.
5. Batts and Blankets* -- (Optional) -- (Not shown) -- Mineral wool or glass fiber batts partially or completely filling stud cavity. Any
mineral wool or glass fiber batt material bearing the UL Classification Marking as to Fire Resistance.
5A. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 5) -- Spray applied cellulose material. The fiber is applied with water to
completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of
3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio
of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied
with the product. Nominal dry density of 2.5 lb/ft3.
U S GREENFIBER L L C -- Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)
5B. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied cellulose insulation material. The fiber
is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to
completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.
NU-WOOL CO INC -- Cellulose Insulation
*Bearing the UL Classification Mark
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ®
Design No. U906
Design No. U419
August 14, 2010
Nonbearing Wall Ratings -- 1,2,3, or 4 HR. (See Items 3 & 4)
1. Wall Assembly -- The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the
manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include
the following construction features:
A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced
16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.
B. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers,
fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 7-1/2 in. The
hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
1. Floor and Ceiling Runners -- (Not shown) -- Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to
accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max.
2. Steel Studs -- Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width as indicated under Item 4, min 1-1/4 in.
flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.
3. Batts and Blankets* -- (Required as indicated under Item 4) -- Mineral wool batts, friction fitted between studs and runners. Min nom
thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.
3A. Batts and Blankets* -- (Optional) -- Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking
as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified
companies.
4. Gypsum Board* -- Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over
studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud
cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need
not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The
thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:
3. Tube Insulation -- Plastics+ -- Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of
tubing. An annular space of min 0 in. (point contact) to max 1-1/2 in. is required within the firestop system. See Plastics+ (QMFZ2)
category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material
meeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used. The hour T Rating of the
firestop system is dependent on the hourly fire rating
of the wall assembly in which it is installed, the size and type of through
penetrant and the pipe covering thickness, as shown in the table below:
4. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall.
At the point contact location between pipe covering and gypsum wallboard, a min 1/2 in. diam bead
of fill material shall be applied
at the pipe covering/gypsum wallboard interface on both surfaces of wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC -- FS-ONE Sealant
ISSUES & REVISIONS
*Bearing the UL Classification Mark
NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ®
number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:
Wallboard Protection on Each Side of Wall
Issue
#
Issue Date
-
Rating
Depth & Thkns
of Panel
1
1
1
2
2
2
3
3
3
4
4
4
Min Stud
Issue Description
01.18.2016 Issue for Permit
No. of Layers
of
(Item 3) Insulation
3-1/2
2-1/2
1-5/8
1-5/8
1-5/8
3-1/2
1-5/8
1-5/8
1-5/8
1-5/8
1-5/8
2-1/2
1 layer, 5/8 in. thick
1 layer, 1/2 in. thick
1 layer, 3/4 in. thick
2 layers, 1/2 in. thick
2 layers, 5/8 in. thick
1 layer, 3/4 in. thick
3 layers, 1/2 in. thick
2 layers, 3/4 in. thick
3 layers, 5/8 in. thick
4 layers, 5/8 in. thick
4 layers, 1/2 in. thick
2 layers, 3/4 in. thick
Optional
1-1/2 in.
Optional
Optional
Optional
3 in.
Optional
Optional
Optional
Optional
Optional
2 in.
September 30, 2010
BEARING WALL RATING - 2 HR.
NONBEARING WALL RATING - 2 HR.
2. Through Penetrants -- One metallic pipe or tubing to be centered within the firestop system. Pipe or tubing to be rigidly supported on
both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:
A. Steel Pipe -- Nom 4 in. diam (or smaller) Schedule 40 (or heavier) steel pipe.
B. Copper Tubing -- Nom 2 in. diam (or smaller) Type L (or heavier) copper tubing.
C. Copper Pipe -- Nom 2 in. diam (or smaller) Regular (or heavier) copper pipe.
200 TELECOM DRIVE
ORLANDO, FL 32810
2. Steel Studs -- "C-H" -shaped studs, 2-1/2 in. wide by 1-1/2 in. deep, fabricated from 25 MSG galv steel. Cut to lengths 3/8 to 1/2 in. less
than floor to ceiling height and spaced 24 in. or 600 mm OC.
MSO POWER UPGRADE AND BUILDING EXPANSION
1. Floor and Ceiling Runners -- "J" -shaped runner, 2-1/2 in. wide with unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv steel.
Runners positioned with short leg toward finished side of wall. Runners attached to structural supports with steel fasteners located
not greater than 2 in. from ends and not greater than 24 in. OC.
ADDRESS
NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ®
CANADIAN GYPSUM COMPANY -- 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or
WRC; 3/4 in. thick Types IP-X3 or ULTRACODE
UNITED STATES GYPSUM CO -- 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2,
IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE
USG MEXICO S A DE C V -- 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or;
3/4 in. thick Types IP-X3 or ULTRACODE
Design No. C-AJ-2169
February 14, 2006
THROUGH-PENETRATION FIRESTOP SYSTEM--2H.
When Item 6B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation
(Item 3) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 5. One
layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 5.
4A. Gypsum Board* -- (As an alternate to Item 4) -- 5/8 in. thick, 2 ft. wide, tongue and groove edge, applied horizontally as the outer layer to one
side of the assembly. Secured as described in Item 5. Joint covering (Item 7) not required.
CANADIAN GYPSUM COMPANY -- Type SHX.
UNITED STATES GYPSUM CO -- Type SHX.
USG MEXICO S A DE C V -- Type SHX.
1. Concrete Blocks* - Nominal 6 by 8 by 16 in, hollow or solid.
Classification D-2 (2 hr.)
ANCHOR CONCRETE PRODUCTS INC
GAGNE & SON CONCRETE BLOCK INC
Allowable compressive stress of 57% of max allowable compressive stress in accordance with the emperical design method.
BETCO BLOCK & PRODUCTS INC
ARTHUR WITCOMB
WESTBROOK CONCRETE BLOCK CO INC
Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the emperical design method.
5. Fasteners -- (Not shown) -- Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer
systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally,
or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long
for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels
or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long for
1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long
for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer
systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced
24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for
1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below.
2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1
part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints
staggered.
6. Furring Channels -- (Optional, not shown, for single or double layer systems) -- Resilient furring channels fabricated from min 25 MSG
corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12
steel screws. Not for use with Item 4A.
3. Through Penetrants -- One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The
annular space between the pipe or conduit and the periphery of the opening shall be a min of 1/2 in. to max 1-3/8 in. Pipe or conduit to be rigidly
supported on both sides of floor or wall. The following types and sizes of pipes or conduits may be used:
A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented
(drain, waste, or vent) piping systems.
B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Nom 2 in. diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) or vented
(drain, waste or vent) piping systems.
C. Rigid Nonmetallic Conduit+ -- Nom 2 in. diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National
Electrical Code, (NFPA No. 70).
3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used. Attached to concrete blocks (Item 1).
6A. Steel Framing Members (Not Shown)* -- (Optional on one or both sides, not shown, for single or double layer systems) -- As an alternate to
Item 6, furring channels and Steel Framing Members as described below:
a. Furring Channels -- Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep,spaced max. 24 in. OC perpendicular to studs. Channels
secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 5. Not for use with Item 4A.
b. Steel Framing Members* -- Used to attach furring channels (Item 6Aa) to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs
with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips.
PAC INTERNATIONAL INC -- Type RSIC-1.
4. Firestop System -- The firestop system shall consist of the following:
A. Forming Material* -- Min 1-1/2 in. thickness foamed into opening as a permanent form. Forming material to be recessed from top surface of
floor or from both surfaces of wall as required to accommodate the required thickness of fill material.
HILTI CONSTRUCTION CHEMICALS, DIV OF
HILTI INC -- CF128-DW or CF511 Foam Sealant
B. Fill, Void or Cavity Material* -- Sealant -- Min 3 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both
surfaces of wall.
4. Foamed Plastic* - (Optional - Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).
THE DOW CHEMICAL CO - Type Thermax
*Bearing the UL Classification Mark
NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ®
SEAL/SIGNATURE
1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete floor. Wall may also be constructed
of any UL Classified Concrete Blocks*. Max diam of opening is 4 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for
names of manufacturers.
2. Metallic Sleeve -- (Optional) -- Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush
with floor or wall surfaces.
*Bearing the UL Classification Mark
NOTE:
REPRINTED FROM THE ONLINE CERTIFICATIONS DIRECTORY WITH PERMISSION FROM UNDERWRITERS LABORATORIES INC.
COPYRIGHT © 2011 UNDERWRITERS LABORATORIES INC. ®
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
RATED ASSEMBLIES
Scale:
12" = 1'-0"
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A00.80
SHEET NOTES
01 PROVIDE NEW OPENING AND PREPARE FOR
NEW DOOR AND FRAME. REFER TO
CONSTRUCTION PLAN. MAINTAIN
DUST-PROOF PARTITION DURING
DEMOLITION AND CONSTRUCTION.
02 REMOVE EXISTING WINDOW. PROVIDE
OPENING FOR NEW DOOR AND FRAME.
REFER TO CONSTRUCTION PLAN.
03 REMOVE EXISTING PLUMBING FIXTURES.
04 REMOVE ALL REMAINING FLOORING TO
CONCRETE DECK.
05 REMOVE EXISTING DOOR AND FRAME.
PREPARE OPENING FOR NEW DOOR AND
FRAME. REFER TO CONSTRUCTION PLAN.
06 REMOVE EXISTING WINDOW. REFER TO
CONSTRUCTION PLAN FOR INFILL
TREATMENT.
07 EXISTING WINDOW TO REMAIN.
08 EXISTING OVERHEAD DOOR TO REMAIN.
09 REMOVE EXISTING ROOF ACCESS LADDER.
10 EXISTING EQUIPMENT WITHIN SWITCH
ROOMS TO BE PROTECTED AT ALL TIMES
DURING DEMOLITION AND CONSTRUCTION.
MAINTAIN POSITIVE PRESSURE WITHIN
SWITCH ROOMS. PROVIDE DUST-PROOF
PARTITIONS AT ALL OPENINGS. COMPLY
WITH ALL GENERAL NOTES.
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
A
B
02
06
06
C
D
07
08
01
04
03
04
03
GENERAL NOTES
04
04
03
04
A
03
B
09
04
C
04
04
04
D
REMOVE EXISTING PARTITIONS, FURR OUTS,
GYPSUM BOARD SOFFIT, MILLWORK,
PLUMBING, CABLING, CONDUIT, LIGHTING,
FINISHES, WALL COVERINGS, FLOOR
COVERING, SUSPENDED CEILINGS/GRIDS
UNLESS NOTED ON PLAN TO SAVE IN
ADDITION TO ELEMENTS SPECIFICALLY
INDICATED FOR DEMOLITION.
G
PATCH, REPAIR, AND PREPARE ALL
AFFECTED AREAS IN PREPARATION FOR
NEW WORK.
ERECT AND MAINTAIN DUSTPROOF
PARTITIONS AS REQUIRED TO PREVENT
SPREAD OF DUST, FUMES, AND SMOKE, ETC.
TO OTHER PARTS OF THE BUILDING. UPON
COMPLETION, REMOVE PARTITIONS AND
REPAIR DAMAGED SURFACES TO MATCH
ADJACENT SURFACES.
04
02
11'-4"
6'-7"
04
01
H
01
J
10
10
K
SWITCH ROOM
SWITCH ROOM
100
112
L
03
M
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
MECHANICAL
ROOM
DC POWER
ROOM
BATTERY
ROOM
108
110
111
IF DEMOLITION IS PERFORMED IN EXCESS
OF THAT REQUIRED, RESTORE AFFECTED
AREAS AT NO COST TO THE OWNER.
REMOVE FROM SITE DAILY AND LEGALLY
DISPOSE OF REFUSE, DEBRIS, RUBBISH,
AND OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS.
REMOVE EXISTING FLOOR FINISHES AND
PREPARE SUBFLOOR AS REQUIRED FOR
NEW FLOOR FINISHES.
COMPLY WITH APPLICABLE LOCAL, STATE
AND FEDERAL CODES AND REGULATIONS
PERTAINING TO SAFETY OF PERSONS,
PROPERTY AND ENVIRONMENTAL
PROTECTION.
N
PROVIDE AND MAINTAIN BARRICADES,
LIGHTING, AND GUARDRAILS AS REQUIRED
BY APPLICABLE CODES AND REGULATIONS
TO PROTECT OCCUPANTS OF BUILDING
AND OTHER WORKERS.
P
CLEAN LOOSE PARTICLES / DUST FROM
JOISTS USING COMPRESSED AIR.
109
AC POWER
ROOM
RE: A00 DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
FOR CONSTRUCTION PLAN AND OTHER
PLAN REFERENCES, RE: A02 DRAWING
SERIES.
COORDINATE WITH PROPERTY MANAGER
FOR RETURN OF SALVAGE ITEMS TO
BUILDING OWNER FOR FUTURE REUSE.
COORDINATE WITH PROPERTY MANAGER
FOR ITEMS REQUIRED.
200 TELECOM DRIVE
ORLANDO, FL 32810
04
ADDRESS
04
MSO POWER UPGRADE AND BUILDING EXPANSION
05
ISSUES & REVISIONS
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
BATTERY
ROOM
113
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
04
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
LEGEND
SHEET TITLE
DEMOLITION PLAN
Ref. North
Scale:
As indicated
EXISTING - NOT PART OF SCOPE
SHEET NO:
EXISTING WALL TO REMAIN
PARTITION TO BE DEMOLISHED
LEVEL 01 - DEMO
SCALE: 1/8" = 1'-0"
1
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A01.01
SHEET NOTES
01
02
03
A
B
C
5B:C 5LB HALOTRON I FIRE EXTINGUISHER
MOUNT AS NOTED: LARSEN 818 BRACKET OR
LARSEN RECESSED CABINET 2409-R2
HORIZONTAL DUO CLEAR ACRYLIC DOOR
WHITE BAKED ENAMEL. MOUNT BOTTOM
EDGE @ 27" A.F.F.
05
PROVIDE APPROVED FIRE DEPT KEY LOCK
BOX (KNOX) MOUNT @ 48" AFF.
PROVIDE GYP. BD. CLAD BULKHEAD FROM
10'-0"A.F.F. TO DECK ABOVE.
06
D
MOP SINK. REFER TO PLUMBING SHEET.
NEW STEEL COLUMNS FOR THE SUPPORT OF
THE CONDENSER PLATFORM ABOVE THE
ROOF. REFER TO STRUCTURAL
ENGINEERING DOCUMENTS ATTACHED. GC
WILL BE RESPONSIBLE FOR THE REPAIR OF
THE TPO ROOFING MATERIAL. PROVIDE
WALK MATTS FROM ROOF ACCESS AT THIS
PLATFORM.
04
A09.00
1
PROVIDE AND INSTALL OPERABLE PARITION
SIM TO KWIK-WALL MODEL 2030. PAIRED
PANELS TO BE MANUALLY OPERATED.
PANELS TO BE SUPPORTED BY TRACK AND
STUCTURE ABOVE CEILING. PANELS
COLLAPSE INTO CLOSET AT PLAN NORTH
WALL. CLOSET AND DOOR BY OPERABLE
PARTITION MFR.
10400 Rodgers Road
CERTIFICATE OF AUTHORIZATION NO. 3818
A
B
JAN
WOMEN'S RR
MEN'S RR
SPRINKLER
A10.00
116
107
106
119
117A
13'-11"
02
03
OFFICE
2
104
A6B
03
A6B
1 A6A
118
02
03
105
11'-4"
04
ICP-1A
15'-6"
CONTROL
ROOM
ATS-B6
ATS-A5
03
22'-7"
03
100A
ATS
102A
CRAC-8
101A
CRAC-7
1 A6A
ATS-B5
03
RPC-1
LB1
1 A6A
27'-11"
22'-2"
1 A6A
TLB1
TLB2
ATS-A4
LB2
LA2
ATS-A3
06
ATS-B4
114
3
01
ATS-B3
OPTICOOL
MECHANICAL
ROOM
A6B
CONFERENCE/EOC
ATS-B2
MHA2.2
A6B
118
1'-1"
MHA2.1
03
03
112A
ATS-B1
03
A8B
04
122
3'-0"
FEC
122
114
2.5
03
SWITCH
STORAGE
115
1 A6A
LA1
MHA1.2
8
A12.10
CORRIDOR
4'-10"
6'-0"
121C
104
ATS-B7
ATS-A7
A6B
115
OFFICE
120
13'-8"
AC POWER
ROOM B
102 DPMB2
1'-4"
03
ATS-A6
03
A6B
MHA1.1
ATS-A2
1.5
120
2
A09.00
GENERATOR
'GEN B'
1500kW
SWITCH ROOM
ATS
GENERATOR
'GEN A'
1500kW
100
ISSUES & REVISIONS
ATS
GENERATOR WALKWAY
ATS
112B
12,000 GALLON
U.L. 2085
DOUBLE WALL
DIESEL FUEL STORAGE
TANK WITH INTERSTITIAL
LEAK DETECTION
Issue
#
Issue Date
03
12,000 GALLON
U.L. 2085
DOUBLE WALL
DIESEL FUEL STORAGE
TANK WITH INTERSTITIAL
LEAK DETECTION
200 TELECOM DRIVE
ORLANDO, FL 32810
BREAK
117B
15'-3"
ADDRESS
A10.00
105A
101
DPMA2
TLA1
121
103
1 A6A
SBB
8
A12.10
AC POWER
ROOM A
TLA2
WAREHOUSE/STAGING
DPMB1
1 A6A
DPMA1
UTILITY XFMR B1
WITH CONCRETE
CURB
03
MHB2.1
SBA
SEC. PRI.
117
1 A6A
MHB2.2
4
03
106
ATS-A1
GTS-B
2'-7"
ENTRY
103
A6B
CAMLOCK
B
119
01
MSO POWER UPGRADE AND BUILDING EXPANSION
MHB1.2
MSB
A10.00
05
5'-2"
MHB1.1
04
2
3
116
2'-1"
03
5'-7"
101B
UTILITY XFMR A1
WITH CONCRETE
CURB
2
A08.00
1
03
101C
#WPM Project Number
E
9'-11"
1
A08.00
1
MSA
D
121B
14'-11"
4'-9"
SEC. PRI.
C
A6B
15'-1"
GTS-A
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
PMH-9
CAMLOCK
A
Houston, Tx 77070
-
109
MECHANICAL
ROOM
Issue Description
01.18.2016 Issue for Permit
SWITCH ROOM
112
109
AC POWER
ROOM
RHA1
RHA2
RHA3
RHA4
RHB3
RHB4
108
108
RHB1
RHB2
A RE: A00 DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
B RE: G00.00 SHEET SERIES FOR CODE ANALYSIS
RELATED TO PROJECT.
C RE: A12.00 FOR PARTITION TYPES
D RE: A00.20 FOR DOOR SCHEDULE AND TYPES.
E ALL EXISTING DOORS, FRAMES AND HARDWARE
TO REMAIN ARE DESIGNATED WITH AN "E"
SYMBOL, U.N.O.
F ALL PARTITIONS AT THE WINDOW WALL ARE
CENTERED ON EITHER COLUMNS OR WINDOW
MULLIONS, UNO.
G COORDINATE AND PROVIDE NON-COMBUSTIBLE
BLOCKING FOR MILLWORK AND ITEMS
ATTACHED OR MOUNTED TO PARTITIONS OR
CEILINGS.
H PARTITIONS ARE DIMENSIONED FROM FINISH
FACE TO FINISH FACE, UNO. MAINTAIN
DIMENSIONS MARKED "CLEAR". ALLOW FOR
THICKNESSES AND MOUNTING OF FINISHES.
113A
111A
110
BATTERY
ROOM
BATTERY
ROOM
111
113
DC POWER
ROOM
110
111B
113B
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
GENERAL NOTES
04
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
LEGEND
SHEET TITLE
CONSTRUCTION PLAN
Ref. North
EXISTING - NOT PART OF SCOPE
EXISTING WALL TO REMAIN
NEW PARTITION
1 HR. RATED PARTITION
LEVEL 01 - CONSTRUCTION
SCALE: 1/8" = 1'-0"
1
Scale:
As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A02.01
SHEET NOTES
A09.00
01
1
A
B
C
D
02
03
A
B
C
D
E
PLATFORM ACCESS LADDER TO BE SUPPORTED BY PLATFORM STRUCTURE. BASIS
OF DESIGN O'KEEFE'S INC. SHIP LADDER MODEL 520. PROVIDE PLATFORM ACCESS
DOOR AS SCHEDULED, REF A00.20.
DAVIT CRANE., BASIS OF DESIGN THERN SERIES: FIRST MATE: MODEL: 5122.
PROVIDE ACCESS DOOR WITHIN PLATFORM SCREEN.
PROVIDE NEW ROOF ACCESS LADDERS. BASIS OF DESIGN O'KEEFE'S 532 CAGE
LADDER WITH ROOFOVER RAIL EXTENSIONS..
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
GENERAL BASE PROPOSAL SCOPE OF WORK:
1
3
A10.00
A10.00
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
1. REMOVE AND DISPOSE EXISTING ROOFING MEMBRANE
02
01
1
2. REMOVE REPLACE EXISTING INSULATION AS REQUIRED FOR WARRANTY, EXTENT TO BE DETERMINED BY
ROOFING CONTRACTOR.
Gensler
3. IF EXISTING INSULATION IS REQUIRED TO BE REMOVED, MECHANICALLY FASTEN 2 LAYERS OF NEW
POLYISOCYANURATE (ISO) INSULATION BOARD, R-10.0 EACH, INTO STEEL DECK. SLOPE TO MATCH EXISTING.
4. ADHERE NEW 1/2" COVERBOARD, IF REQUIRED, R-.56 TO 2" POLYISOCYANURATE WITH LOW-RISE ADHESIVE.
2
A10.00
5. INSTALL SINGLE-PLY TPO ROOFING SYSTEM PER MANUFACTURERS SPECIFICATIONS FOR 20-YEAR NO
DOLLAR LIMIT WARRANTY.
1.5
6. INSTALL NEW 24 GAUGE PRE-FINISHED SHEET METAL COPING CAP.
GENERAL NOTES FOR MECHANICAL ROOF PENETRATIONS:
(E)ACC-1A-2 (E)ACC-1A-1 (E)ACC-2A-2 (E)ACC-2A-1
CERTIFICATE OF AUTHORIZATION NO. 3818
RTU-2
2
2.5
(E)CU-3B
3
02
2. INSTALL MECHANICAL EQUIPMENT CURB BASE FLASHING AND SHEET METAL COUNTERFLASHING PRIOR TO
SETTING EQUIPMENT ON CURB. PROVIDE MINIMUM 1" CLEARANCE BETWEEN OUTSIDE SURFACE OF CURB AND
INSIDE SURFACE OF EQUIPMENT FLANGE. DO NOT INSTALL EQUIPMENT PRIOR TO OBSERVATION AND
ACCEPTANCE BY ROOF CONSULTANT.
ACC-1
ACC-3
ACC-10
127
2
MSO POWER UPGRADE AND BUILDING EXPANSION
(E)ACC-6
ACC-7
ACC-8
(E)ACC-5
4. PITCH PANS AND CHEM CURBS ARE PROHIBITED.
4
5. PROVIDE ROOF PENETRATION CURB WITH HOODED SHEET METAL ENCLOSURE FOR ALL PIPE AND CONDUIT
THAT PENETRATES THE ROOF. SLOPE PIPES DOWN AND AWAY FROM THE HOOD AND PROVIDE A DRIP LOOP. DO
NOT PROVIDE DRIP LOOP IF IT WILL IMPAIR NORMAL OPERATION OF PIPE. INSTALL EXPANDING FOAM TO SEAL
AROUND AND BETWEEN PIPES AT DECK TO PROVIDE WEATHER TIGHT BARRIER/SEAL.
A09.00
6. SUPPORT ALL ROOF MOUNTED PIPING AND CONDUIT WITH PORTABLE PIPE HANGERS OR APPROVED
EQUIVALENT, SPACED MAXIMUM 10 FEET O.C. COMPLY WITH MANUFACTURER'S INSTALLATION
REQUIREMENTS. SUPPORT PIPE AND CONDUIT SO THAT BOTTOM ELEVATION OF PIPE OR CONDUIT IS A
MINIMUM OF 12" ABOVE THE PLANE OF THE FINISHED ROOF.
01
7. PROVIDE A MINIMUM OF 18" CLEARANCE BETWEEN PLUMBING VENTS, MECHANICAL EQUIPMENT CURBS, AND
OTHER ROOF PENETRATIONS. PROVIDE A MINIMUM 18" CLEARANCE BETWEEN WALLS/PERIMETER EDGES AND
THE AFOREMENTIONED ROOF PENETRATIONS.
8. SUMP ALL PRIMARY ROOF DRAINS A MINIMUM OF 4 FEET BY 4 FEET SQUARE. DO NOT SUMP OVERFLOW
DRAINS/SCUPPERS.
03
9. REFER TO M6.3 FOR ROOF PENETRATION & CURB DETAILS.
EQ
V.I.F.
4'-8"
03
200 TELECOM DRIVE
ORLANDO, FL 32810
3. SCOPE OF WORK FOR RAISING MECHANICAL EQUIPMENT CURBS AND ROOF MOUNTED PIPING TO SPECIFIED
HEIGHTS INCLUDES MODIFYING ALL MECHANICAL, ELECTRICAL, AND PLUMBING ASSOCIATED WITH THE
EQUIPMENT FOR COMPLETE OPERATIONAL ASSEMBLY THAT MEETS CURRENT CODE REQUIREMENTS. WORK
SHALL BE PREFORMED BY LICENSED INSTALLERS FOR THE APPLICABLE TRADE.
ADDRESS
(E)ACC-2
RTU-1
ACC-4
(E)CU-2B
(E)ACC-11
(E)CU-1B
#WPM Project Number
1. INSTALL MECHANICAL EQUIPMENT OR ACCESSORY CURBS TO BEAR ON STRUCTURAL ROOF DECK. ALL
ROOFTOP MEP EQUIPMENT SHALL BE SUPPORTED BY KDAT WOOD CURBS WITH MINIMUM 12" BASE FLASHING
HEIGHT. STRIPPED IN FLANGE VENTS OTHER THAN LEAD DRAIN FLASHING OR PLUMBING VENT FLASHINGS ARE
PROHIBITED.
ISSUES & REVISIONS
EQ
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
04
ROOF PLAN
1
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
SCALE: 1/8" = 1'-0"
GENERAL NOTES
17. PROVIDE 1/2" PER FOOT TAPERED CRICKETS BETWEEN ALL DRAINS, SCUPPERS, AND AT WALLS WHERE NECESSARY FOR PROPER DRAINAGE, AND ON THE UP-SLOPE SIDE OF ALL CURBS WIDER THAN 18"
PERPENDICULAR TO THE ROOF SLOPE DIRECTION.
1. VERIFY ALL DIMENSIONS AND COORDINATE ALL DRAWINGS WITH ACTUAL FIELD CONDITIONS PRIOR TO BIDDING ON THE PROJECT. NOTIFY ROOF CONSULTANT OF ANY DISCREPANCIES PRIOR TO BIDDING.
2. COMPLY WITH THE CURRENT EDITION OF THE APPLICABLE BUILDING, PLUMBING, ELECTRIC, AND FIRE CODES, OR OTHER LOCAL APPLICABLE CODE, WHICHEVER IS THE MORE STRINGENT.
18. MINIMUM INSULATION THICKNESS AT DRAINS IS 1-1/2", UNLESS OTHERWISE SPECIFIED OR SHOWN IN DRAWINGS.
19. PROVIDE A MINIMUM BASE FLASHING HEIGHT OF 12" ABOVE THE PLANE OF THE FINISHED ROOF FOR ALL CURBS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING IF GREATER THAN 12" BASE FLASHING HEIGHT
IS SPECIFIED OR SHOWN IN DRAWINGS.
3. FASTENING OR ATTACHMENT OF WOOD BLOCKING, MAILERS, STEEL ANGLES, DECKING, AND SHEET METAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR THE LATEST EDITION OF FACTORY MUTUAL
BULLETIN 1-49.
4. ALL WOOD BLOCKING AND LUMBER SHALL BE KILN-DRIED AFTER TREATMENT (KDAT) AND SHALL BE SCREWED TO ANCHORING SUBSTRATE. STAGGER JOINTS WHEN STACKING LUMBER IN MULTIPLE LAYERS.
20. PROVIDE TWO-PIECE COUNTERFLASHING AND RECEIVER FOR ALL ROOFTOP EQUIPMENT CURBS.
21. PROVIDE WOOD BLOCKING BENEATH ALL EMBEDDED METAL FLASHINGS. WOOD BLOCKING SHALL EXTEND A MINIMUM OF 1-1/2" PAST THE METAL FLANGE OF THE FLASHING.
22. PRIME ALL SURFACES RECEIVING ELASTOMERIC SEALANT PRIOR TO INSTALLATION OF SEALANT. MATCH SEALANT COLOR TO PRE-FINISHED METAL SEALANT IS BEING APPLIED TO, OR TO SUBSTRATE FOR
GALVANIZED METAL. SUBMIT SEALANT COLORS FOR OWNER APPROVAL PRIOR TO INSTALLATION.
5. INSTALL A 1/2" PER FOOT MINIMUM BEVELED OR SLOPED KDAT WOOD SURFACE TO THE TOP OF COPINGS AND EXPANSION JOINTS FOR DRAINAGE. SLOPE THE TOP OF THE COPING TOWARDS THE ROOF SIDE OF THE
BUILDING.
6. USE G90 HOT DIPPED GALVANIZED FASTENERS FOR TREATED LUMBER, UNLESS SPECIFIED OTHERWISE.
7. FURNISH AND INSTALL PLYWOOD IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION.
23. INSTALL ROOF PROTECTION PADS AROUND ALL ROOF MOUNTED MECHANICAL EQUIPMENT LOCATED WITHIN THE SCOPE OF WORK, AT ALL ROOF ACCESS POINTS, INCLUDING DOORWAYS AND LADDERS, AND
BETWEEN ROOF ACCESS POINTS AND THE ROOF MOUNTED EQUIPMENT. COORDINATE WITH CONSTRUCTION MANAGER FOR LOCATIONS PRIOR TO INSTALLATION.
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
8. SHEET METAL WORK SHALL COMPLY WITH SMACNA.
01/18/2016
DAVID CALKINS, FAIA
24. REFER TO DETAILS 3 & 4/A12.10 FOR TYPICAL ROOF MATERIAL AND PARAPET FLASHING DETAILS.
9. PROVIDE CONTINUOUS 22 GA. GALVANIZED STEEL CLEATS WITH FASTENERS SPACED 8" O.C. AT ALL SHEET METAL GRAVEL GUARD, FASCIA, AND COPING, FOR METALS OTHER THAN GALVANIZED STEEL, INSTALL
CONTINUOUS CLEAT OF ONE GAUGE HEAVIER THAN SHEET METAL COMPONENT BEING ATTACHED. STAGGER CLEAT JOINTS FROM JOINTS OF ATTACHED COMPONENTS.
FLORIDA ARCHITECT REGISTRATION #AR 17425
10. PROVIDE BACK-UP PLATES AND COVER PLATES AT ALL GRAVEL GUARD/FASCIA JOINTS.
SHEET TITLE
11. PROVIDE CONTINUOUS WATERPROOFING MEMBRANE BETWEEN SHEET METAL AND TREATED LUMBER.
ROOF PLAN
12. PROVIDE MINIMUM 1" TALL STANDING SEAM JOINTS AT ALL COPING CAPS AND EXPANSION JOINTS.
13. HEM ALL EXPOSED SHEET METAL EDGES A MINIMUM OF 1/2".
Scale:
1/8" = 1'-0"
14. PROVIDE SHEET METAL COMPONENT CORNERS, INTERSECTIONS, AND TERMINATIONS WITH JOINTS SPACED A MINIMUM OF 18" IN EITHER DIRECTION.
15. SOLDER ALL VERTICAL GALVANIZED STEEL SHEET METAL JOINTS, EXCEPT FOR PRE-FINISHED GALVANIZED STEEL. POP-RIVET AND SEAL ALL VERTICAL JOINTS OF PRE-FINISHED GALVANIZED STEEL.
16. DO NOT INSTALL SCUPPERS, DOWNSPOUTS, OVERFLOW DRAIN OUTLETS, OR OTHER WATER DISCHARGE POINTS OVER DOORS, WINDOWS, OR SIDEWALKS. IF THE
DRAWINGS CONFLICT WITH THE ABOVE REQUIREMENT,
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ROOF CONSULTANT FOR DIRECTION PRIOR TO INSTALLING.
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A02.02
SHEET NOTES
01
02
03
PLUMB ALL STEM, AIRCRAFT CABLE, AND
APPURTENANCES USED TO SUPPORT
SUSPENDED LIGHT FIXTURES.
FIXTURE TYPES AND SPECIFICATIONS ARE
ON ELECTRICAL ENGINEERING DOCUMENTS.
SUSPENDED LIGHT FIXTURES TO BE
POSITIONED @ 12'-0" A.F.F.
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
A
OFFICE
OFFICE
104
B
CORRIDOR
JAN
103
115
116
CL01
CL01
CL01
CL03
9' - 0"
9' - 0"
9' - 0"
9' - 0"
A
B
C
WOMEN'S RR
BREAK
ENTRY
106
107
120
117
CL02
CL02
CL01
CL01
9' - 0"
9' - 0"
9' - 0"
9' - 0"
MEN'S RR
C
D
D
E
01 03
01
MSO POWER UPGRADE AND BUILDING EXPANSION
WAREHOUSE/STAGING
121
CL03
01
02
GENERAL NOTES
03
1.5
AC POWER
ROOM A
AC POWER
ROOM B
101
102
01 03
CL02
2
A
SWITCH
STORAGE
B
122
01 03
01 03
CL02
C
CL03
D
2.5
3
01
OPTICOOL
MECHANICAL
ROOM
03
118
E
INSTALL REGISTERS AND LIGHT FIXTURES
WITHIN GRID LINES. INSTALL SPEAKERS,
LIGHT FIXTURES, AND OTHER CEILING
ELEMENTS IN THE GEOMETRIC CENTER OF
ACOUSTICAL UNITS OR CELING PANELS, UNO.
F
IN ACOUSTICAL CEILINGS, LOCATE ALL
SPRINKLER HEADS IN THE GEOMETRIC
CENTER OF PANELS, UNO.
IF IT IS NOT POSSIBLE TO LOCATE SPRINKLER
HEADS AS REQUIRED ABOVE FOR ANY
REASON, INCLUDING, WITHOUT LIMITATION,
CODE REQUIREMENTS, DO NOT PROCEED
WITH WORK UNTIL SUCH CONDITIONS HAVE
BEEN REVIEWED WITH ARCHITECT.
02
CL03
CONFERENCE/EOC
114
G
CL01
4
9' - 0"
CONTROL
ROOM
105
H
CL01
9' - 0"
J
SWITCH ROOM
SWITCH ROOM
100
112
03
K
L
M
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
MECHANICAL
ROOM
109
N
AC POWER
ROOM
DC POWER
ROOM
BATTERY
ROOM
BATTERY
ROOM
108
110
111
113
RE: A00 DRAWING SERIES FOR SCHEDULES,
LEGENDS, SYMBOLS AND ABBREVIATIONS.
RE: A00.40 FOR TYPICAL DEVICE MOUNTING
LOCATIONS.
ALL CEILING HEIGHTS ARE MEASURED FROM
TOP OF CONCRETE SLAB.
CENTER ALL EXIT SIGNS, SMOKE
DETECTORS, ETC. IN THE CENTERLINE OF
CORRIDORS AND CENTERLINE OF LIGHT
FIXTURES, UNO., OR VIOLATION OF
APPLICABLE CODES WOULD OCCUR.
PROVIDE SPRINKLER HEAD LOCATIONS FOR
ARCHITECT'S REVIEW FOR AESTHETIC
PURPOSES PRIOR TO ANY INSTALLATION,
AND PRIOR TO SUBMITTING DRAWINGS FOR
PERMIT. CONTRACTOR WILL, OTHERWISE, BE
REQUIRED TO RELOCATE HEADS AT ITS SOLE
EXPENSE.
RE: MEP DRAWINGS FOR DESIGN OF
MECHANICAL AND ELECTRICAL SYSTEMS.
ARCHITECTURAL PLANS GOVERN FOR
LOCATION OF ITEMS INSTALLED IN CEILINGS.
NOTIFY ARCHITECT IF CONFLICTS OCCUR.
200 TELECOM DRIVE
ORLANDO, FL 32810
01
ADDRESS
1
ISSUES & REVISIONS
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
RE: ELECTRICAL DRAWINGS FOR FIXTURE
SCHEDULE, EXIT LIGHTS AND OTHER LIFE
SAFETY DEVICES.
ARRANGE CONCEALED ITEMS TO PROVIDE
ADEQUATE CLEARANCES FOR CEILING AND
ITS DEVICES.
VERIFY ACCESS PANEL LOCATIONS WITH
ARCHITECT PRIOR TO LAYOUT OF WORK
REQUIRING ACCESS.
FINISH HVAC DIFFUSERS AND SPEAKER
GRILLES TO MATCH ADJACENT FINISH, UNO.
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
LEGEND
04
01/18/2016
DAVID CALKINS, FAIA
EXISTING - NOT PART OF SCOPE
FLORIDA ARCHITECT REGISTRATION #AR 17425
ACOUSTICAL CEILING AND GRID
FLUORESCENT LIGHT FIXTURE
SHEET TITLE
REFLECTED CEILING PLAN
LINEAR LIGHT FIXTURE
Scale:
Ref. North
As indicated
CEILING MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
CLXX
LEVEL 01 - RCP
SCALE: 1/8" = 1'-0"
1
CEILING TYPE
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A04.01
SHEET NOTES
06
JAN
MEN'S RR
WOMEN'S RR
SPRINKLER
116
106
107
119
GROUP
NO.4
01
GROUP
NO.4
GROUP
NO.4
GROUP
NO.3
01
02
05 07 08
OFFICE
01
ENTRY
117
103
GROUP
NO.4
GROUP
NO.1
WAREHOUSE/STAGING
121
BREAK
GROUP
NO.1
104
AC POWER
ROOM A
AC POWER
ROOM B
101
102
03 06
02
03 06
04
115
02
122
GROUP
NO.1
CORRIDOR
PROVIDE PERMANENT SIGNAGE ON THE
WALL WITH THE BASE BUILDING SPRINKLER
RISER ROOM WITH THE WORDS "CAUTION DIESEL GENERATOR LOCATED IN THE YARD
BEHIND SUITE. VALVE REGULATED ACID
BATTERIES LOCATED IN UPS ROOM." RE:
A00.30 FOR DETAILS.
#WPM Project Number
GROUP
NO.3
01
SWITCH
STORAGE
GROUP
NO.1
08
CERTIFICATE OF AUTHORIZATION NO. 3818
03
120
OFFICE
PROVIDE PERMANENT SIGN ON THE DOOR
(OUTSWING SIDE) OF THE PRE-ACTION ROOM
WITH THE WORDS "CAUTION - DIESEL
GENERATORS LOCATED IN THE EQUIPMENT
YARD BEHIND BUILDING. VALVE REGULATED
ACID BATTERIES LOCATED IN UPS ROOM". RE:
A00.30 FOR DETAILS.
GROUP
NO.3
02
03
02
GROUP
NO.2
02
GROUP
NO.2
OPTICOOL
MECHANICAL
ROOM
CONFERENCE/EOC
114
118
05
05
CONTROL
ROOM
105
02
01
03
GROUP
NO.1
GROUP
NO.1
01
01
FINISH GROUPS
GROUP
NO.3
05
01
GROUP NO. 1:
WALL FLOOR BASE CEILING -
PT01
CP01
RB01
CL01
GROUP NO. 2:
WALL FLOOR BASE CEILING -
PT01
VT01
RB01
CL03
GROUP NO. 3:
WALL FLOOR BASE CEILING -
PT01
SC01
RB01
CL03
WALL FLOOR BASE CEILING -
TL01
TL02
TL02
PT02
GROUP NO. 4:
SWITCH ROOM
SWITCH ROOM
100
112
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
PROVIDE NFPA PANEL SIGN FOR SPECIFIED
ELECTROLYTIC CHEMICAL WITHIN THE VALVE
REGULATED ACID BATTERIES WITHIN THE
UPS ROOM. PROVIDE PANEL SIGN AT EACH
BATTERY RUN AND ON THE INACTIVE LEAF
(OUTSWING SIDE) OF THE DOOR INTO UPS
ROOM AND ON THE SINGLE DOOR (OUTSWING
SIDE) INTO THE UPS ROOM. LOCATE SIGNAGE
CENTERED ON DOOR 60 INCHES ON CENTER
A.F.F. RE: A00.30 FOR DETAILS.
07
Houston, Tx 77070
200 TELECOM DRIVE
ORLANDO, FL 32810
05
10400 Rodgers Road
ADDRESS
04
COLUMNS TO BE PAINTED (PT02).
PAINT COLUMN TO MATCH ADJACENT WALL.
ALL EXPOSED WALL & STRUCTURE ABOVE
12'-0" A.F.F. TO BE PAINTED PT02.
PROVIDE STAINLESS STEEL CORNER
GUARDS: 8'-0" LONG W/ 3 1/2" LEG, SCREW ON.
TO FASTEN APPLY CEMENT PRIOR TO
FASTENING TO CORNER. MOUNT 6" A.F.F.
ON ALL FIRE RATED PARTITIONS PROVIDE
EFFECTIVELY AND PERMANENTLY IDENTIFIED
SIGN OR STENCILING (PAINTED WITH A
CONTRASTING COLOR) AND SHALL: - BE
LOCATED BELOW RAISED ACCESS FLOOR ABOVE SUSPENDED CEILING OR GRID - IN
AREAS WITHOUT CEILING GRID SIGN OR
STENCILING TO BE LOCATED AT 14'-0" A.F.F. REPEAT SIGN OR STENCILING AT INTERVALS
NOT TO EXCEED 30'-0" HORIZONTALLY - SIGN
OR STENCILED LETTERING TO BE 5" IN
HEIGHT AND READ: "X HOUR FIRE RATED
PARTITION - PROTECT ALL OPENINGS"
(X=FIRE RATING DESIGNATION) REF 02/A00.30
MSO POWER UPGRADE AND BUILDING EXPANSION
01
02
03
ISSUES & REVISIONS
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
REFER TO FINISH SHEDULE ON SHEET A12.10
FOR FINISH SPECIFICATION
ROOM SIGNS
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
BY ADA CENTRAL INC. COLOR: BLUE, TEXT COLOR: HIGH
CONTRAST WHITE, #2 BRAILLE REF. 1/A00.30 FOR RESTROOM
RM NO.
TEXT
101
AC POWER
ROOM A
102
AC POWER
ROOM B
103
OFFICE
104
OFFICE
105
CONTROL ROOM
106
MEN'S
RESTROOM
107
WOMEN'S
RESTROOM
119
SPRINKLER
120
BREAK ROOM
122
SWITCH
STORAGE
MECHANICAL
ROOM
109
AC POWER
ROOM
DC POWER
ROOM
BATTERY
ROOM
BATTERY
ROOM
108
110
111
113
SIGN DIM.
SIGN SPEC
6" X 4"
CUSTOM SIGN
6" X 4"
CUSTOM SIGN
6" X 4"
6" X 4"
6" X 4"
6" X 9"
CUSTOM SIGN
CUSTOM SIGN
CUSTOM SIGN
ACCESSIBLE RESTROOM
6" X 9"
ACCESSIBLE RESTROOM
6" X 4"
6" X 4"
6" X 4"
CUSTOM SIGN
CUSTOM SIGN
CUSTOM SIGN
SEAL/SIGNATURE
PRELIMINARY
LEGEND
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
EXISTING - NOT PART OF SCOPE
FLORIDA ARCHITECT REGISTRATION #AR 17425
EXISTING WALL TO REMAIN
NEW PARTITION
1 HR. RATED PARTITION
TL01
XX99
GROUP
NO.1X
FLOOR FINISH
SHEET TITLE
FINISH PLAN
Scale:
As indicated
FINSIH GROUP 1-4
SHEET NO:
FLOOR FINISH TRANSITION
LEVEL 01 - FINISH
SCALE: 1/8" = 1'-0"
1
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A05.01
SHEET NOTES
THIS SHEET IS FOR REFERENCE ONLY.
REFER TO FURNITURE VENDOR FOR FURNITURE LAYOUT
AND SPECIFICATION
10400 Rodgers Road
Houston, Tx 77070
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
B
C
B
281-374-8644
D
C
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
01
JAN
1
116
SPRINKLER
103
117
MEN'S RR
106
WAREHOUSE/STAGING
121
BREAK
120
1.5
AC POWER
ROOM B
OFFICE
102
104
WOMEN'S RR
107
CORRIDOR
115
2
2.5
CONTROL
ROOM
CONFERENCE/EOC
114
105
4'-0"
8'-0"
200 TELECOM DRIVE
ORLANDO, FL 32810
ENTRY
ADDRESS
OFFICE
MSO POWER UPGRADE AND BUILDING EXPANSION
119
3
6'-0"
02
ISSUES & REVISIONS
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
SWITCH ROOM
112
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
4
SWITCH ROOM
100
SEAL/SIGNATURE
FURNITURE PLAN
SCALE: 1/4" = 1'-0"
PRELIMINARY
1
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
FURNITURE PLAN
Scale:
1/4" = 1'-0"
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A06.01
SHEET NOTES
C
A
B
GRAB BAR 42" LONG
BOBRICK #B-6806 SERIES
C
VERTICAL GRAB BAR 18" LONG
BOBRICK #B-6806 SERIES
D
PAPER TOWEL DISPENSER &
WASTE RECEPTACLE
BOBRICK B-38034
E
TISSUE DISPENSER
BOBRICK B-2888
F
SANITARY NAPKIN DISPOSAL
BOBRICK B-270
H
MIRROR
BOBRICK B-165 2448 24" X 48"
J
RESTROOM SINK:
KOHLER BRENHAM K-1997-1
WALL MOUNT BATHROOM SINK
WITH SHROUD(ONE HOLE)
FAUCET: AMERICAN STANDARD
2064.101 SERIN SINGLE
CONTROL MONOBLOCK
POLISHED CHROME W/ FLAT
GRID STRAINER
01
JAN
116
H
J
E
A08.00
C
9'-2"
2'-6"
MIN
A6B
A6B
B
3
A6B
MEN'S RR
5'-0"
MIN
4'-1"
106
106
K
BAR SINK: DAYTON STAINLESS
STEEL SINGLE BOWL SINGLE
HOLE TOP MOUNT SINK
MODEL: GE12521
FAUCET: AMERICAN STANDARD
2064.101 SERIN SINGLE CONTROL
MONOBLOCK POLISHED CHROME
W/ FLAT GRID STRAINER
L
TOILET: AMERICAN STANDARD
2294.011EC EVERCLEAN
ELONGATED BOWL TOILET 1.28 GPF
PROVIDE ASSOC. TOILET SEAT &
COVER
M
REFRIGERATOR - BY OTHERS
N
DRINKING FOUNTAIN: HI-LO ADA
ACCESSIBLE HALSEY TAYLOR
MODEL: HRFESBP BARRIER- FREE
UNIVERSAL SPLIT LEVEL.
STAINLESS STEEL W/ SATIN FINISH.
MOUNT @ 27" A.F.F. TO THE
BOTTOM OF THE LOW FOUNTAIN
O
URINAL: MAYBROOK UNIVERSAL
WASHOUT URINAL WITH EVERCLEAN
0.125-1.0 GPF. MOUNT AT 17" TO
TOP OF LIP
P
MOP SINK REF: PLUMBING DWGS
A6B
A
H
MIN
J
L
5'-0"
MIN
L
EQ
3'-0"
EQ
D3B
103
D
EQ
EQ
B
E
E
F
F
N
2'-6"
MIN
1'-8"
C
3'-0"
MIN
5'-0"
MIN
A6B
3
SCALE: 1/2" = 1'-0"
CORRIDOR
WOMEN'S RR
115
107
5'-2"
SINK ELEVATION
1'-8"
104
2'-4"
Gensler
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
REFER A00.40 FOR MOUNTING LOCATIONS
115
A3B
ENLARGED PLAN - RESTROOM
1
SCALE: 1/2" = 1'-0"
3'-0"
2'-6"
2'-6"
C
5
A12.10
SPRINKLER
2'-2"
1 A6A
119
ISSUES & REVISIONS
A12.10
-
ENTRY
Issue Description
01.18.2016 Issue for Permit
117
2'-10"
M
1"
SPLASH
2'-0"
COUNTER
4"
SPLASH
2'-0"
Issue
#
Issue Date
2
200 TELECOM DRIVE
ORLANDO, FL 32810
5'-0"
MIN
D
6'-0"
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
L
O
103
281-374-8644
A
D3B
OFFICE
Houston, Tx 77070
ADDRESS
P
10400 Rodgers Road
MSO POWER UPGRADE AND BUILDING EXPANSION
1
GRAB BAR 36" LONG
BOBRICK #B-6806 SERIES
GT01
A08.00
BREAK ROOM ELEVATION 1
K
4
1'-5"
5
1'-0"
2'-4"
3'-0"
3'-0"
BREAK
120
5
A12.10
16'-2"
4
SCALE: 1/2" = 1'-0"
2'-0"
COUNTER
1"
SPLASH
SEAL/SIGNATURE
2'-2"
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
1
A12.10
A12.10
2
A12.10
FLORIDA ARCHITECT REGISTRATION #AR 17425
2'-0"
6
4"
SPLASH
120
SHEET TITLE
2'-10"
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
2'-6"
ENLARGED PLANS
9'-2"
Scale:
As indicated
SHEET NO:
BREAK ROOM ELEVATION 2
SCALE: 1/2" = 1'-0"
5
ENLARGED PLAN - BREAK ROOM
SCALE: 1/2" = 1'-0"
2
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A08.00
3
E
A10.00
1
D
C
B
A
A10.00
10400 Rodgers Road
Houston, Tx 77070
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
D
C
B
281-374-8644
A
Level 02
25' - 0"
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
4
3
2.5 2
1.5
1
2
A10.00
04
03
02
01
200 TELECOM DRIVE
ORLANDO, FL 32810
1
SCALE: 3/16" = 1'-0"
ADDRESS
NORTH ELEVATION
MSO POWER UPGRADE AND BUILDING EXPANSION
LEVEL 1
0"
ISSUES & REVISIONS
Issue
#
Issue Date
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
-
Issue Description
01.18.2016 Issue for Permit
LEVEL 1
0"
EAST ELEVATION
SCALE: 3/16" = 1'-0"
SEAL/SIGNATURE
2
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
BUILDING ELEVATIONS
Scale:
3/16" = 1'-0"
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A09.00
1
1.5
2 2.5
3
4
2
A10.00
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
35'-0"
ROOF
01
02
03
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
04
Gensler
Level 02
25' - 0"
25'-0"
LEVEL 2
20'-8"
Existing Roof - Low
Point
18' - 2"
EXISTING ROOF - HIGH
POINT
AC POWER
ROOM B
SWITCH ROOM
DC POWER
ROOM
102
100
110
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
LEVEL 1
0"
0'-0"
FOUNDATION PLAN
SECTION 1
1
SCALE: 1/8" = 1'-0"
3
C
D
E
1
A10.00
35'-0"
ROOF
A
B
C
D
Level 02
25' - 0"
25'-0"
LEVEL 2
20'-8"
EXISTING ROOF - HIGH
POINT
AC POWER
ROOM A
AC POWER
ROOM B
101
102
WAREHOUSE/STAGING
121
OFFICE
CORRIDOR
MEN'S RR
BREAK
ENTRY
103
115
106
120
117
LEVEL 1
0"
0'-0"
FOUNDATION PLAN
200 TELECOM DRIVE
ORLANDO, FL 32810
B
ADDRESS
A
MSO POWER UPGRADE AND BUILDING EXPANSION
A10.00
ISSUES & REVISIONS
SECTION 2
2
SCALE: 1/8" = 1'-0"
Issue
#
Issue Date
-
1
1.5
2.5
Issue Description
01.18.2016 Issue for Permit
3
2
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
A10.00
35'-0"
ROOF
01
25'-0"
LEVEL 2
20'-8"
EXISTING ROOF - HIGH
POINT
02
03
04
Level 02
25' - 0"
Existing Roof - Low
Point
18' - 2"
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
0'-0"
FOUNDATION PLAN
LEVEL 1
0"
SHEET TITLE
BUILDING SECTIONS
Scale:
1/8" = 1'-0"
SHEET NO:
SECTION 3
SCALE: 1/8" = 1'-0"
3
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A10.00
10400 Rodgers Road
Houston, Tx 77070
281-374-8644
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
Gensler
CERTIFICATE OF AUTHORIZATION NO. 3818
1
200 TELECOM DRIVE
ORLANDO, FL 32810
SCALE:
ADDRESS
PERPSPECTIVE VIEW 1
MSO POWER UPGRADE AND BUILDING EXPANSION
#WPM Project Number
ISSUES & REVISIONS
Issue
#
Issue Date
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
-
Issue Description
01.18.2016 Issue for Permit
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
3D VIEW
Scale:
SHEET NO:
PERSPECTIVE VIEW 2
SCALE:
11
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A11.00
SHEET NOTES
1 A2A
PARTITION TAG
1"
2"
PARTITION TYPE DESIGNATOR
(SEE PARTITION SERIES TYPE SCHEDULES)
FRAMING MEMBER DEPTH
(SEE TABLE B OR TABLE C - BELOW
PARTITION SERIES
(SEE TABLE A - BELOW)
FIRE RATING (IF APPLICABLE)
FRAMING
DETAILS
PARTITION
TYPE
THK
MARK
(IN) DEPTH SPACING TOP
BOT
D3B
0.0312 3 5/8" 24"
D-T01 D-B01
ATTEN FIRE TESTED
THK RTG ASSEMBLY
3 1/2"
STC SHEET
RTG NOTES
PARTITION
TYPE
MARK
A3B
A6A
A6B
A8B
FRAMING
THK
(IN)
0.0312
0.0312
0.0312
0.0270
DEPTH
3 5/8"
6"
6"
8"
SPACING
24"
24"
24"
24"
DETAILS
TOP
A-T01
A-T02
A-T01
A-T01
BOT
A-B01
A-B02
A-B01
A-B01
ATTEN FIRE TESTED
THK RTG ASSEMBLY
3 1/2"
5"
1
U419
5"
5"
STC SHEET
RTG NOTES
REFER TO SHEET A00.80 FOR UL REQUIREMENTS
D SERIES PARTITION TYPES
SCALE: 3" = 1'-0"
5
A SERIES PARTITION TYPES
SCALE: 3" = 1'-0"
1
10400 Rodgers Road
Houston, Tx 77070
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY
SERIES
A
B
C
D
E
F
G
H
J
K
L
M
N-U
V-Z
SHEATHING FRAMING MEMBERS SHEATHING
1-LAYER
METAL C-STUD
1-LAYER
2-LAYERS
METAL C-STUD
2-LAYERS
1-LAYER
METAL C-STUD
2-LAYERS
1-LAYER
METAL C-STUD
NONE
2-LAYERS
METAL C-STUD
NONE
1-LAYER
MTL HAT CHANNEL NONE
1-LAYER
NONE
NONE
1-LAYER
METAL C-H STUD
NONE
2-LAYERS
METAL C-H STUD
LINER PANEL
1-LAYER
(2) METAL C-STUDS 1-LAYER
2-LAYERS
(2) METAL C-STUDS 2-LAYERS
NONE
CMU
NONE
RESERVED FOR FUTURE EXPANSION
CUSTOM
N/A
N/A
281-374-8644
Gensler
CERTIFICATE OF AUTHORIZATION NO. 3818
#WPM Project Number
TABLE B- FRAMING DEPTH SCHEDULE
FLAT STRAP & BACKING PLATE
GYPSUM BOARD
CONTINUOUS ACOUS SEALANT
CONTINUOUS ACOUS SEALANT
SOUND ATTENUATION BLANKET
METAL STUD
PRE-FORMED MINERAL WOOL WALL PLUG
PRE-FORMED MINERAL WOOL WALL PLUG
METAL RUNNER TRACK
SLIP-TYPE HEAD JOINT
SLIP-TYPE HEAD JOINT
N/A
N/A
N/A
N/A
4"
6"
N/A
N/A
TABLE C- MASONRY WIDTH SCHEDULE
CONTINUOUS ACOUS SEALANT
SOUND ATTENUATION BLANKET
SOUND ATTENUATION BLANKET
EXISTING SLAB TO REMAIN
SCHEDULED CEILING, REFER
TO REFLECTED CEILING PLAN
SCHEDULED CEILING, REFER
TO REFLECTED CEILING PLAN
GYPSUM BOARD
GYPSUM BOARD
METAL STUD
METAL STUD
PARALLEL TO RIBBING
PERPENDICULAR TO RIBBING
A-B01
6
SCALE: 3" = 1'-0"
2
SCALE: 3" = 1'-0"
EXISTING DECK AND STRUCTURE TO REMAIN
TYPE "X" GYP BD
FLAT STRAP & BACKING PLATE
SOUND ATTENUATION BLANKET
METAL STUD
METAL RUNNER TRACK
UL LISTED FIRE RESISTANT JOINT SYSTEM,
BOTH SIDES OF PARTITION
SLOTTED TRACK HEAD JOINT
UL LISTED FIRE RESISTANT JOINT
SYSTEM, BOTH SIDES OF PARTITION
TYPE "X" GYP BD CUT INTO FLUTES
SLOTTED TRACK HEAD JOINT
FIRESTOP SEALANT
SOUND ATTENUATION BLANKET
SOUND ATTENUATION BLANKET
SCHEDULED CEILING, REFER
TO REFLECTED CEILING PLAN
SCHEDULED CEILING, REFER
TO REFLECTED CEILING PLAN
EXISTING SLAB TO REMAIN
TYPE "X" GYP BD
METAL STUD
(1-HOUR RATED-BASIS OF DESIGN UL SYSTEM NO. U419)
PERPENDICULAR TO RIBBING
METAL STUD
PARALLEL TO RIBBING
7
SCALE: 3" = 1'-0"
A-T02
3
SCALE: 3" = 1'-0"
VARIES
RE: PLANS
ITEM
ICC NUMBERS
EXISTING WALL TO REMAIN
METAL STUDS& TRACK
POWER DRIVEN FASTENER
S.M. SCREWS
CEILING
ESR-2620
ESR-1663
ESR-2169
ESR-3336
GYPSUM BOARD
FASTENER SPACING FOR DRYWALL & SHEATHING:
8" O.C. AT PANEL EDGES
2" O.C. AT PANEL FIELD
TYPE S SCREWS
02 41 19.D02
EXISTING DECK AND STRUCTURE TO REMAIN
PRE-FORMED MINERAL WOOL WALL PLUG
02 41 19.D02
EXISTING DECK AND STRUCTURE TO REMAIN
CONTINUOUS ACOUS SEALANT
CONTINUOUS ACOUS SEALANT
SOUND ATTENUATION BLANKET
SLIP-TYPE HEAD JOINT
SLIP-TYPE HEAD JOINT
METAL STUD
SOUND ATTENUATION BLANKET
SOUND ATTENUATION BLANKET
EXISTING WALL TO REMAIN
CONTINUOUS ACOUS SEALANT
SCHEDULED CEILING, REFER
TO REFLECTED CEILING PLAN
GYPSUM BOARD
SCHEDULED CEILING, REFER
TO REFLECTED CEILING PLAN
GYPSUM BOARD
PERPENDICULAR TO RIBBING
GN-01. PARTITION TYPES ARE NOT SEQUENTIAL.
GN-02. ALL PARTITION SHEATHING TO BE 5/8" GYPSUM
BOARD UNLESS OTHERWISE NOTED.
GN-03. PROVIDE EXPANSION JOINTS PER
MANUFACTURER'S RECOMMENDATIONS. NOTE:
LOCATE EVERY 30'-0" ON FULL HEIGHT PARTITIONS AND
EXTERIOR WALL FURR OUT(OR INTERIOR BLOCK WALL
FURR OUT) DEFAULT TO THE EDGE OF DOOR FRAMES
OR CENTER LINE OF COLUMNS.
GN-04. ALL PARTITIONS SHALL BE COORDINATED WITH
SCHEDULED FINISHES FOR PARTITION LAYOUT AND
REQUIRED CLEARANCES.
GN-05. PROVIDE BLOCKING IN PARTITIONS FOR
ARTWORK HANGING AS INDICATED. SEE CONSTRUCTION
PLAN(S) AND/ OR INTERIOR ELEVATIONS FOR LOCATIONS.
GN-06. FOR INTERIOR FRAMING LIMITING HEIGHTS
REFER TO SSMA TABLES FOR INTERIOR NONSTRUCTURAL NON-COMPOSITE PARTITIONS
GN-07. CONTRACTOR TO RE-CONFIRM STUD SIZING
AND SUBMIT SELECTION CRITERIA FOR REVIEW
INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF
SLAB INFORMATION
GN-08. ALL DRYWALL SCREWS TO BE ICC APPROVED
PER ESR - 2196/ ASTM C1002; ALL METAL STUDS TO BE
ICC APPROVED PER ESR - 2457/ ASTM C995 & ESR 3064P
ICC SCHEDULE
9
SCALE: 3" = 1'-0"
8
D-T01
SCALE: 3" = 1'-0"
Issue
#
Issue Date
-
VARIES
REFER TO PLAN(S)
Issue Description
01.18.2016 Issue for Permit
PTN SILL/HEAD GRAPHIC
PTN TYPE
DESIGNATOR
SEAL/SIGNATURE
A
B
C
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
METAL STUD
SHEET TITLE
PARTITION TYPES
Scale:
3" = 1'-0"
RAF
PARALLEL TO RIBBING
SLAB
D-B01
ISSUES & REVISIONS
CEILING
EXISTING WALL TO REMAIN
METAL STUD
GAGE* MIN. STEEL BASE METAL THICKNESS (UNCOATED)
MILS
INCH
MM
X
12
0.1017
97
X
14
0.0713
68
16
0.0566
54
1.34
18
0.0451
43
1.09
20
0.0312
30
0.84
22
0.0270
27
0.68
25
0.0179
18
0.45
*GAGE 16,18 USED FOR STRUCTURAL FRAMING; 20,
22, AND 25 USED FOR NON-STRUCTURAL FRAMING
*USE OF DIMPLED STEEL STUDS ACCEPTABLE
PROVIDED CONTRACTOR SUPPLIES DOCUMENTATION
PROVING THE EQUIVALENT MINIMUM BASE METAL
THICKNESS IS ACHIEVED
GENERAL NOTES
DECK
METAL RUNNER TRACK
VARIES
REFER TO PLAN(S)
3 5/8"
5 5/8"
7 5/8"
9 5/8"
11 5/8"
FLAT STRAP & BACKING PLATE
PRE-FORMED MINERAL WOOL WALL PLUG
EXISTING SLAB TO REMAIN
4
6
8
10
12
1-HOUR
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
(1-HOUR RATED-BASIS OF DESIGN UL SYSTEM NO. HW-D-0264)
A-B02
CMU
WIDTH
STEEL SHEET THICKNESS FOR STUDS AND RUNNERS
A-T01
EXISTING DECK AND STRUCTURE TO REMAIN
TAG NUMBER
DESIGNATION
200 TELECOM DRIVE
ORLANDO, FL 32810
EXISTING SLAB TO REMAIN
NO FRAMING
7/8" FURRING CHANNEL
N/A
1 5/8"
2 1/2"
2 1/2"
3 5/8"
N/A
4"
4"
6"
6"
8"
N/A
10"
N/A
ADDRESS
0
1
2
3
4
6
8
10
EXISTING SLAB TO REMAIN
WOOD STUD
DEPTH
MSO POWER UPGRADE AND BUILDING EXPANSION
TAG NUMBER MTL STUD MTL C-H STUD
DESIGNATION
DEPTH
DEPTH
4
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A12.00
SCHEDULED FAUCET
FINISH SCHEDULE
PT02
MANUFACTURER: BENJAMIN MOORE
COLOR: CLASSIC GRAY
FINISH: SEMI GLOSS
NUMBER: 1548
LOCATION: REF PLAN, EXPOSED COLUMNS & BACK OF HOUSE AREAS
1 1/2"
PANEL
8"
ADJUSTABLE SHELF W/ P-LAM
EDGE SUPPORTED ON MTL CLIPS
P-LAM DOOR WITH COLOR
CORE EDGE
PF01
MANUFACTURER: USG
DESCRIPTION: ABUSE RESISTANT GYPSUM PANELS W/ FIRECODE CORE
THICKNESS: 5/8"
LOCATION: DOCK WALLS
VINYL COMPOSITION TILE
VT01
3"
UPPER CABINET WITH SHELVING
MANUFACTURER: ARMSTRONG
STYLE/SERIES: STATIC DISSIPATIVE TILE (SDT)
COLOR: PEARL WHITE - 51953
SIZE: 12" X 12"
LOCATION: REF PLAN
SC01
NAME:EVERCLEAR - BREATHABLE 100% ACRYLIC CONCRETE SEALER
MANUFACTURER: THE EUCLID CHEMICAL COMPANY
NOTE: HIGH SOLIDS, NON-YELLOWING, SEALING COMPOUND WITH A VOC CONTENT
OF 250 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART (EPA
METHOD 24)
HARD CEILING
CL02
STYLE/SERIES: GYP BOARD. CEILING
LOCATION: REF RCP
1 1/2"
1/4"
EQ
EQ
PORCELAIN WALL TILE
TL01
CL03
TL02
WINDOW FILM
WF01
STYLE/SERIES: 3M ULTRA SERIES 600 & LLUMAR 6 MIL CONSTRUCTION: APPLY TO
INSIDE FACE OF GLAZING BEFORE INTERIOR WALL CONSTRUCTION
#WPM Project Number
REF ELEVATION FOR
BACKSPLASH CONDITION
COUNTERTOP, SOLID SURFACE
EDGE-MOUNTED PULL
MOUNTED HORIZONTAL, SEE SPEC
(RE: TYP CABINET DOOR 4/A12.10)
PLYWOOD SUB TOP
EDGE-MOUNTED PULL
MOUNTED HORIZONTAL, SEE SPEC
(RE: TYP CABINET DOOR 4/A12.10)
WOOD SHIM
BACKER PANEL
ADJUSTABLE SHELF W/ P-LAM
EDGE SUPPORTED ON MTL CLIPS
SCHEDULED PARTITION
P-LAM DOOR WITH
COLOR CORE EDGE
BACKER PANEL
EQ
DRAWER INTERIOR
SCHEDULED PARTITION
DRAWER FRONT
WHITE MELAMINE AT ALL
INTERIOR SURFACES
P-LAM BASE, SCRIBE TO FLOOR
BASE, SCRIBE TO FLOOR
SCHEDULED FINISH
FLOORING
BASE CABINET WITH DRAWERS
3"
6
SCALE: 1 1/2" = 1'-0"
SCHEDULED FINISH
FLOORING
BASE CABINET WITH SHELVING
2
SCALE: 1 1/2" = 1'-0"
CENTER PARTITION ON
COLUMN LINE. REFER
CONSTRUCTION PLAN FOR
PARTITION TYPE.
MANUFACTURER: CONCEPT SURFACES
STYLE/SERIES: NATURAL STONE
COLOR: BRERA BIANCO
FINISH: MATTE
SIZE: 12" X 24"
DESCRIPTION: SPACERS REQ'D FOR INSTALLATION
GROUT: NATURAL GROUT: 1/8"
LOCATION: RESTROOM
VENDOR CONTACT: GEOFF GROSS, 972.386.4900
NOTE: FOR BASE CUT TILE TO 4" HEIGHT
STEEL STUD
FIRE STOP SEALANT AT 1 HOUR
PARTITION, ACOUS SEALANT
AT NON-RATED PARTITION
GLASS TILE
GT01
CERTIFICATE OF AUTHORIZATION NO. 3818
3"
PORCELAIN FLOOR TILE
EXPOSED CEILING
DESCRIPTION: OPEN TO ABOVE
LOCATION: REF RCP
MANUFACTURER: CONCEPT SURFACES
STYLE/SERIES: NATURAL STONE
COLOR: FUSSENA
FINISH: MATTE
SIZE: 12" X 24"
DESCRIPTION: SPACERS REQ'D FOR INSTALLATION
GROUT: NATURAL GROUT: 1/8"
LOCATION: REF. FINISH PLAN
VENDOR CONTACT: GEOFF GROSS, 972.386.4900
SCALE: 1 1/2" = 1'-0"
COUNTERTOP, SOLID SURFACE
4"
CL01
MANUFACTURER: CERTAINTEED
STYLE/SERIES: PERFORMA FINE FISSURED #HHF-157, TRIM EDGE, LAY-IN PANELS
COLOR: SILVER LINING
SIZE: 24” X 24”
LOCATION: REF RCP
SUPPLIER: PURCHASE THROUGH LOCAL DISTRIBUTOR - SEE CERTAINTEED CONTACT
INFO PROVIDED
1
REF. ELEVATION FOR BACKSPLASH
CONDITION
MANUFACTURER: MOHAWK GROUP - BIGELOW
STYLE/SERIES: TRAVEL TIME MODULAR
COLOR: PENINSULA
DESCRIPTION: QUARTER TURN INSTALLATION
LOCATION: REF PLAN
VENDOR CONTACT: SUSAN LEATH, 972.467.5785
NOTE: LEAD TIME FROM DATE OF ORDER: 6 WEEKS
1. CUSTOMIZED WITH ACCENT STRIPE, 9047 PINK, TO MATCH ARCHITECT'S SAMPLE.
2. CARPET ADHESIVE AND BACKING TO BE COORDINATED WITH FLOOR SEALER
CONCRETE FLOOR SEALER
BASE CABINET WITH SINK
EQ
CEILING FINISH
5
SCALE: 1 1/2" = 1'-0"
CARPET TILE
CP01
SCHEDULED FINISH
FLOORING
SCHEDULED PARTITION
REFER TO ELEVATION
GL01
MANUFACTURER: BOBRICK
STYLE/SERIES: B-165 2448
SIZE: 24" W X 48" H
DESCRIPTION: CHANNEL - FRAME
DESCRIPTION (CONT): ONE PIECE, 1/2" X 1/2" X 3/8" CHANNEL - FRAME
THICKNESS: 1/4"
LOCATION: RESTROOM
NOTE: TYPE 430 STAINLESS STEEL WITH BRIGHT-POLISHED FINISH. MITERED
CORNERS. FRAME SCREW PERMITS EASY PLACEMENT OF GLASS. NO. 1 QUALITY,
1/4" (6MM) GLASS MIRROR; WARRANTED AGAINST SILVER SPOILAGE FOR 15 YEARS.
GALVANIZED STEEL BACK MOUNTED TO CONCEALED WALL HANGER WITH
THEFT-REISTANT MOUNTING.
11"
EDGE-MOUNTED PULL
MOUNTED HORIZONTAL, SEE SPEC
(RE: TYPICAL P-LAM EDGE DETAIL)
REFER TO PLAN
MIRRORED GLASS
6"
REMOVABLE BASE PANEL W/ BALL
CATCHES
1/4"
FIBERGLASS REINFORCED PANEL
1' - 3"
Gensler
FINISHED END PANEL BEYOND,
WHERE OCCURS
SCHEDULED PARTITION
1 1/2"
PT03
MANUFACTURER: BENJAMIN MOORE
COLOR: STORMY SKY
FINISH: SEMI GLOSS
NUMBER: 1616
LOCATION: DOORS AND FRAMES
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
REMOVABLE PANEL W/ BALL
CATCHES
4"
SS01
MANUFACTURER: COVERINGS ETC
COLOR: ECO-TERR OYSTER WHITE W/ TURQUOISE
SIZE: 1 1/4" THICK
LOCATION: COFFEE BAR
CONCEALED HINGE
DOORS AND FRAMES PAINT
281-374-8644
SCHEDULED SINK
CONCEALED HINGE
BACKER PANEL
SOLID SURFACE
Houston, Tx 77070
EQ
COLUMN, REFER STRUCTURAL
ISSUES & REVISIONS
EQ
Issue
#
Issue Date
MANUFACTURER: DALTILE
STYLE/SERIES: REFLECTIONS
COLOR: ALMOST AQUA
SIZE: 1" X 6" MOSAIC
LOCATION: COFFEE BAR BACKSPASH ONLY
FIRE STOP SEALANT AT 1 HOUR
PARTITION, ACOUS SEALANT
AT NON-RATED PARTITION
UPPER CABINET DOOR
LOWER CABINET DOOR
200 TELECOM DRIVE
ORLANDO, FL 32810
CEILING PAINT
10400 Rodgers Road
ADDRESS
PL01
MANUFACTURER: BENJAMIN MOORE
COLOR: CHANTILLY LACE
FINISH: EGGSHELL
NUMBER: 0C-65
LOCATION: REF PLAN, PUBLIC AREAS
MSO POWER UPGRADE AND BUILDING EXPANSION
PT01
1/4"
TYPICAL PAINT
PLASTIC LAMINATE
MANUFACTURER: NEVAMAR
COLOR: GUNMETAL
NUMBER: S6020T
LOCATION: BREAK - REF ELEVATIONS
25" MAX TO CONTROLS
5 1/4"
RB01
MANUFACTURER: ARMSTRONG
STYLE/SERIES: COVE
COLOR: MILK
SIZE: 4" HIGH
NUMBER: 23
LOCATION: REF PLAN, AT (PT01) & (PT02) WALLS
COUNTER TOP, SOLID SURFACE
SCHEDULED CEILING
2' - 3"
BASE - RUBBER BASE
MANUFACTURER/DESCRIPTION
REFER TO ELEVATIONS
SYMBOL
3"
MANUFACTURER/DESCRIPTION
REFER TO PLAN
REFER TO ELEVATION
SYMBOL
REF ELEVATION FOR
BACKSPLASH CONDITION
REFER TO RCP
Issue Description
01.18.2016 Issue for Permit
DRAWER
STEEL STUD
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
CENTER PARTITION ON
COLUMN LINE. REFER
CONSTRUCTION PLAN
COLUMN - PARTITION DETAIL
SCALE: 3" = 1'-0"
DOOR & DRAWER PULLS U.N.O.:
PULL B, REF. ELEV.
DOUG MOCKETT, NO. DP3A, 3" WIDE TAB PULL
FINISH: SATIN CHROME (26D)
8
TYPICAL CABINET PULLS - TAB PULL
SCALE: 1" = 1'-0"
4
SEAL/SIGNATURE
SHEET TITLE
DETAILS
Scale:
As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
© 2015 Gensler
A12.10
PIPE OR CONDUIT
ROOFING SEALANT, TYP
WATER CUT-OFF MASTIC, TYP
2.
3.
THIS DETAIL IS NOT TO BE USED IF
PIPE TEMP EXCEEDS 49° CELSIUS.
PROVIDE HIGH-RISE SPRAY FOAM
AT ROOF PENETRATIONS TO SEAL
CRACKS AND SEAMS AIR-TIGHT.
PROVIDE PIPE INSULATION BELOW
THE ROOF DECK FOR A DISTANCE
OF 915mm MINIMUM.
100
4"
PRE-MANUFACTURED ROOF PENETRATION 'BOOT'
BONDING ADHESIVE
10400 Rodgers Road
Houston, Tx 77070
HIGH-RISE FOAM, SEAL JOINTS
HOT-AIR WELD
SINGLE-PLY ROOFING MEMBRANE
ROOFING SEALANT
PROTECTION BOARD, TYP
VAPOR BARRIER, TYP (SHOWN DASHED)
210
8"
NOTES:
1.
SS DRAW CLAMP, TYP
SHEET METAL DRIP COLLAR
Pennzoil Place
711 Louisiana Street
Suite 300
Houston TX 77002
Tel: 713.844.0000
Fax: 713.844.0001
SEAL ALL ROOF
PENETRATIONS AIR-TIGHT
Gensler
INSULATED PIPE MIN 915mm
INSIDE OF BLDG
281-374-8644
METAL ROOF DECK
SELF ADHESIVE FLEXIBLE
FLASHING AROUND PIPE
TYP ROOF PENETRATION - PIPE/CONDUIT1
SCALE: 1 : 5
1
CERTIFICATE OF AUTHORIZATION NO. 3818
24 GA. PREFINISHED SHEET
METAL COPING
1/2" PLYWOOD SHEATHING
1X WOOD BLOCKING
FAST. WITH RUBBER WASHER @ 12" O.C.
CONT. 24 GA. GALV. SHT. MTL.
EDGE STRIP ANCHORED @ 12" O.C.
FULLY ADHERED 60 MM PVC MEMBRANE
EXTENDED OVER THE TOP OF PARAPET WALL
#WPM Project Number
CONT. SEALANT
CONT. SEALANT
SURFACE MOUNTED 22 GA. PREFINISHED SHEET
METAL RECEIVER ANCHORED TO WALL PANEL
WITH DRIVE PIN EXPAND. ANCHOR @ 12" O.C.
QUICKPRIME PLUS
3" QUICKSEAM SPLICE TAPE
ATTACHED 12"
APPROPRIATE FASTENER 8" O.C.
24 GA. GALVANIZED SHEET METAL
COUNTERFLASHING 3" MIN FACE
ISSUES & REVISIONS
INTERPLY
MODIFIED BITUMEN GRANULE SURFACED
CAP SHEETS
3"
3"
MIN
MIN
COVERBOARD
\\gensler.ad\projects\RevitUserModels\21068\02.7974.000_T-Mobile Orlando_Central_R15_21068.rvt
WALL
200 TELECOM DRIVE
ORLANDO, FL 32810
2
SCALE: 3" = 1'-0"
ADDRESS
ROOF AND PARAPET COPING
MSO POWER UPGRADE AND BUILDING EXPANSION
SEE DETAIL 8
CONC. WALL PANEL
MODIFIED BITUMEN GRANULE SURFACED CAP
SHEETS
Issue
#
Issue Date
-
Issue Description
01.18.2016 Issue for Permit
BASE AND INTERPLY SHEETS AS
REQUIRED FOR DESIRED WARRANTY
RIGID INSULATION
METAL DECK
WALL FLASHING TERMINATION
SCALE: 6" = 1'-0"
3
SEAL/SIGNATURE
PRELIMINARY
THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR
REGULATORY APPROVAL, PERMIT OR CONSTRUCTION.
01/18/2016
DAVID CALKINS, FAIA
FLORIDA ARCHITECT REGISTRATION #AR 17425
SHEET TITLE
ROOF DETAILS
Scale:
As indicated
SHEET NO:
DRAWN:
REVIEW:
PROJECT NO.: 02.7974.000
NOTE: EVERY SHEET NOTE MAY NOT APPEAR ON THIS PAGE
© 2015 Gensler
A12.11
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