A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 6 December 2021 4:05:40 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\GI0-000 COVER SHEET TERMINAL B.DWG
IAH TERMINAL C SKYWAY STATION
FLOORING REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
07-20-2021
GI0-000
COVER SHEET TERMINAL B
2 REISSUED FOR PERMIT 01/13/2021 JTOHILL
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
JOHN TOHILL
JT
NA
11/08/2021
AS SHOWN
GEORGE BUSH INTERCONTINENTAL AIRPORT / HOUSTON (IAH)
2800 N TERMINAL ROAD, HOUSTON, TX 77032
TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR): TABS2021004063
TENANT IMPROVEMENT PROJECT NUMBER: TIP-20-245-IAH
LETTER OF AUTHORIZATION - LOA 925A-005
ARCHITECT:
MWA ARCHITECTS
11767 KATY FREEWAY, STE. 430 HOUSTON, TX 77079
713.482.2338
REISSUED FOR
PERMIT 12/06/2021
HOUSTON AIRPORT SYSTEM
MARIO C. DIAZ - DIRECTOR
TERMINAL B SKYWAY STATION
TERMINAL C SKYWAY STATION
IAH TERMINAL B SKYWAY STATION FLOORING REPLACEMENT
VICINITY MAP: HOUSTON . TEXAS
N.T.S.
AREA MAP: HOUSTON . TEXAS
N.T.S.
GEORGE BUSH INTERCONTINENTAL AIRPORT / HOUSTON (IAH)
TERMINAL B
12-06-2021
4 REISSUED FOR PERMIT 12/06/2021 JTOHILL
CITY OF HOUSTON MAYOR:
SYLVESTER TURNER
CITY COUNCIL MEMBERS: _
CITY OF HOUSTON CONTROLLER:
CHRIS B. BROWN
CITY COUNCIL MEMBERS AT LARGE: _
DISTRICT A - AMY PECK
DISTRICT B - TARSHA JACKSON
DISTRICT C - ABBIE KAMIN
DISTRICT D - CAROLYN EVANS SHABAZZ
DISTRICT E - DAVE MARTIN
DISTRICT F - TIFFANY D. THOMAS
DISTRICT G - GREG TRAVIS
DISTRICT H - KARLA CISNEROS
DISTRICT I - ROBERT GALLEGOS
DISTRICT J - EDWARD POLLARD
DISTRICT K - MARTHA CASTER-TATUM
AT LARGE POSITION 1 - MIKE KNOX
AT LARGE POSITION 2 - DAVID ROBINSON
AT LARGE POSITION 3- MICHAEL KUBOSH
AT LARGE POSITION 4 - LATITIA PLUMMER
AT LARGE POSITION 5 - SALLIE ALCORN
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:11:29 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\GI0-000 COVER SHEET TERMINAL B.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
GI0-000
COVER SHEET TERMINAL B
2 REISSUED FOR PERMIT 01/13/2021 JTOHILL
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
CITY OF HOUSTON MAYOR:
SYLVESTER TURNER
CITY COUNCIL MEMBERS: _
CITY OF HOUSTON CONTROLLER:
CHRIS B. BROWN
CITY COUNCIL MEMBERS AT LARGE: _
GEORGE BUSH INTERCONTINENTAL AIRPORT / HOUSTON (IAH)
2800 N TERMINAL ROAD, HOUSTON, TX 77032
TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR): TABS2021004063
TENANT IMPROVEMENT PROJECT NUMBER: TIP-20-245-IAH
LETTER OF AUTHORIZATION - LOA 925A-005
ARCHITECT:
MWA ARCHITECTS
11767 KATY FREEWAY, STE. 430 HOUSTON, TX 77079
713.482.2338
REISSUED FOR
PERMIT 05/10/2021
HOUSTON AIRPORT SYSTEM
MARIO C. DIAZ - DIRECTOR
TERMINAL B SKYWAY STATION
TERMINAL C SKYWAY STATION
IAH TERMINAL B SKYWAY STATION FLOORING REPLACEMENT
VICINITY MAP: HOUSTON . TEXAS
N.T.S.
AREA MAP: HOUSTON . TEXAS
N.T.S.
GEORGE BUSH INTERCONTINENTAL AIRPORT / HOUSTON (IAH)
DISTRICT A - AMY PECK
DISTRICT B - JERRY DAVIS
DISTRICT C - ABBIE KAMIN
DISTRICT D - CAROLYN EVANS SHABAZZ
DISTRICT E - DAVE MARTIN
DISTRICT F - TIFFANY THOMAS
DISTRICT G - GREG TRAVIS
DISTRICT H - KARLA CISNEROS
DISTRICT I - ROBERT GALLEGOS
DISTRICT J - EDWARD POLLARD
DISTRICT K - MARTHA CASTER-TATUM
AT LARGE POSITION 1 - MIKE KNOX
AT LARGE POSITION 2 - DAVID ROBINSON
AT LARGE POSITION 3- MICHAEL KUBOSH
AT LARGE POSITION 4 - LATITIA PLUMMER
AT LARGE POSITION 5 - SALLIE ALCORN
TERMINAL B
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
A4A Airlines for America Air conditioning A/C American
Architectural Manufacturers
AAMA Association American Association of State Highway
and AASHTO Transportation Officials
ABA Architectural Barriers Act
AC Advisory Circular
ACI American Concrete Institute
ACM Asbestos Containing Material
ACR Air Conditioning and Refrigeration
ACT Acoustical Ceiling Tile
ADA Americans with Disabilities Act
ADAAG Accessibility Guidelines for Buildings and Facilities
ADE Airport Development and Engineering
ADG Airplane Design Group
ADWR AIRLINE DRINKING WATER RULE
AEC ARCHITECTURAL, ENGINEERING AND
CONSTRUCTION
AEP ANNUAL EXCEEDANCE PROBABILITY
AFBMA ANTI-FRICTION BEARING MANUFACTURERS
ASSOCIATION
AFFF AQUEOUS FILM FORMING FOAM
AGL ABOVE GROUND LEVEL
AHJ AUTHORITY HAVING JURISDICTION
AHRI AIR-CONDITIONING, HEATING, AND
REFRIGERATION INSTITUTE
AHU AIR HANDLING UNIT
AIP AIRPORT IMPROVEMENT PROGRAM
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALP AIRPORT LAYOUT PLAN
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AOA AIRPORT OPERATIONS AREA
API AMERICAN PETROLEUM INSTITUTE
APWC AIRCRAFT POTABLE WATER CABINET
ARCP AIRPORT COOPERATIVE RESEARCH
PROGRAMS
ARFF AIRCRAFT RESCUE AND FIREFIGHTING
ARI AIR CONDITIONING AND REFRIGERATION
INSTITUTE
ARP AEROSPACE RECOMMENDED PRACTICE
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASCII AMERICAN STANDARD CODE FOR
INFORMATION INTERCHANGE
ASD ALLOWABLE STRESS DESIGN
ASHRAE AMERICAN SOCIETY OF HEATING,
REFRIGERATING AND AIR-CONDITIONING
ENGINEERS
ASJ ALL-SERVICE JACKET
ASME AMERICAN SOCIETY OF MECHANICAL
ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
ATA AIR TRANSPORT ASSOCIATION OF AMERICA
ATC AIR TRAFFIC CONTROL
ATR AUTOMATIC TAG READER
ATS AUTOMATIC TRANSFER SWITCHES
AWG AMERICAN WIRE GAUGE
AWWA AMERICAN WATER WORKS ASSOCIATION
BAS BUILDING AUTOMATED SYSTEM
BHMA BUILDERS HARDWARE MANUFACTURERS
ASSOCIATION
BHS BAGGAGE HANDLING SYSTEM
BHSC BAGGAGE HANDING SYSTEM CONTRACTOR
BIDS BAGGAGE INFORMATION DISPLAY SYSTEMS
BIM BUILDING INFORMATION MODELING
BISCI BUILDING INDUSTRY CONSULTING SERVICE
INTERNATIONAL
BMS BUILDING MANAGEMENT SYSTEM
BOM BOMMER INDUSTRIES, INC.
BOMA BUILDING OWNERS AND MANAGERS
ASSOCIATION
BRS BAGGAGE RECONCILIATION SYSTEM
BSD BAGGAGE STATUS DISPLAYS
BSG BUILDING STANDARDS GROUP
BSM BAGGAGE SOURCE MESSAGE
BT BOLD TYPE
BSG BACKLIGHT, UPLIGHT, AND GLARE
BTU BRITISH THERMAL UNIT
BUTT THREE-KNUCKLE CONCEALED
ANTIFRICTION-BEARING, FULL-MORTISE
HINGES
CAD COMPUTER-AIDED DESIGN
CBIS CHECKED BAGGAGE INSPECTION SYSTEM
CBR CALIFORNIA BEARING RATIO
CBRA CHECKED BAGGAGE RECONCILIATION AREA
CCT CLOSED CIRCUIT TELEVISIONS
CCU CLUSTER CONTROL UNIT
CDA CRITICAL DESIGN AIRCRAFT
cfm CUBIC FOOT/FEET PER MINUTE
CHW CHILLED WATER
CLOMR CONDITIONAL LETTER OF MAP REVISION
CMA CHANGE MANAGEMENT APPROVAL
COH CITY OF HOUSTON
COR CORBIN RUSSWIN ARCHITECTURAL
HARDWARE
CPE CENTERPOINT ENERGY
CPS CATHODIC PROTECTION SYSTEM
CRC CHANGE REVIEW COMMITTEE
CRF CONDENSATION RESISTANCE FACTOR
CSI CONSTRUCTION SPECIFICATION INSTITUTE
CSPP CONSTRUCTION SAFETY PHASING PLAN
CTA CENTRAL TERMINAL AREA
CTB CEMENT TREATED BASE
CWP COLD WORKING PRESSURE
CUP CENTRAL UTILITY PLANT
DAS DISTRIBUTED ANTENNA SYSTEM
D DECIBEL
dBA A-SCALE DECIBELS
DB DRY-BULB
DMS DATABASE MANAGEMENT SYSTEM
DC DIRECT CURRENT
DDC DIRECT DIGITAL CONTROL
DFT DISCRETE FOURIER TRANSFORM
DGP DATA GATHERING PANEL
DHSCBP DEPARTMENT OF HOMELAND SECURITY
CUSTOMS AND BORDER PROTECTION
DIP DUCTILE IRON PIPE
DLC DESIGNLIGHTS CONSORTIUM
DOAS DEDICATED OUTDOOR AIR SYSTEM
DOJ DEPARTMENT OF JUSTICE
DOR THE DORMA GROUP NORTH AMERICA
DPWE DEPARTMENT OF PUBLIC WORKS AND
ENGINEERING
DSHS TEXAS DEPARTMENT OF STATE HEALTH
SERVICES
DX DIRECT EXPANSION
EAD ENVIRONMENTAL AFFAIRS DEPARTMENT
EBS EARLY BAGGAGE STORAGE
ECC ENVIRONMENTAL COMPLIANCE CHECKLIST
EDS EXPLOSIVE DETECTION SYSTEM
EFD ELLINGTON AIRPORT
EFSO EMERGENCY FUEL SHUTOFF
EMT ELECTRICAL METALLIC TUBING
EOR ENGINEER-OF-RECORD
EP ETHYLENE PROPYLENE
EPA ENVIRONMENTAL PROTECTION AGENCY
EPDM ETHYLENE PROPYLENE DIENE MONOMER
EPIC ELECTRONIC PROJECT INFORMATION
COOPERATION
EPR ETHYLENE PROPYLENE RUBBER
EPS ELECTRICAL POWER STATION
ESP EXPANDED SERVICES PANEL
ESS ELECTRONIC SAFETY AND SECURITY
EUL ENABLING UTILITIES LANDSIDE
EWC ELECTRIC WATER COOLER
FAA FEDERAL AVIATION ADMINISTRATION
FAR FEDERAL AVIATION REGULATIONS
FAS FIRE ALARM SYSTEM(S)
FCO FLIGHT CLOSE-OUT
FCU FAN-COIL UNIT
FDA FOOD AND DRUG ADMINISTRATION
FDC FIRE DEPARTMENT CONNECTION
FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY
FHWA FEDERAL HIGHWAY ADMINISTRATION
FIDS FLIGHT INFORMATION DISPLAY SYSTEM
FIS FEDERAL INSPECTION SERVICES
FM FACTORY MUTUAL
FOC FIBER OPTIC CABLE
FM FEET PER MINUTE
FPY FIRST PASS YIELD
ft/sec FOOT/FEET PER SECOND
GFCI GROUND-FAULT CIRCUIT INTERRUPTER
GIDS GATE INFORMATION DISPLAY SYSTEM
GIS GEOGRAPHIC INFORMATION SYSTEM
GPM GALLONS PER MINUTE
GPU GROUND POWER UNITS
GWB GYPSUM WALL BOARD
H:V HORIZONTAL:VERTICAL
HAG HAGER COMPANIES
HAS HOUSTON AIRPORT SYSTEM
HCFCD HARRIS COUNTY FLOOD CONTROL DISTRICT
HEC-HMS HYDROLOGIC MODELING SYSTEM
HGL HYDRAULIC GRADE LINE
HHW HEATING HOT WATER
HID HIGH INTENSITY DISCHARGE
HMAC HOT MIX ASPHALT CONCRETE
HMI HUMAN MACHINE INTERFACE
HOA HAND-OFF-AUTO
HOU WILLIAM P. HOBBY AIRPORT
HPS HIGH PRESSURE SODIUM
HSD HIGH-SPEED DIVERTER
HSLA HIGH STRENGTH LOW ALLOW
HTHW HIGH TEMPERATURE HOT WATER
H:V HORIZONTAL TO VERTICAL (RATIO)
HVAC HEATING, VENTILATION, AND
AIR-CONDITIONING
Hz HERTZ
I/O INPUT/OUTPUT
IAH GEORGE BUSH INTERCONTINENTAL AIRPORT
IAQ INDOOR AIR QUALITY
IATA INTERNATIONAL AIR TRANSPORT ASSOCIATION
IBC INTERNATIONAL BUILDING CODES
ICEA INSULATED CABLE ENGINEERS ASSOCIATION
ID INNER DIAMETER
IDF INTERMEDIATE DISTRIBUTION FRAME
IIDM INFRASTRUCTURE DESIGN MANUAL
IEC INTERNATIONAL ELECTROTECHNICAL
COMMISSION
IECC INTERNATIONAL ENERGY CONSERVATION
CODE
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC
ENGINEERS
IESNA ILLUMINATING ENGINEERING SOCIETY OF
NORTH AMERICA
IFC INTERNATIONAL FIRE CODE
IGBT INSULATED-GATE BIPOLAR TRANSISTOR
IPC INTERNATIONAL PLUMBING CODE
ISAT (TSA) INTEGRATED SITE ACCEPTANCE
TESTING
ISD INLINE SCREENING DEVICE
ISO INTERNATIONAL ORGANIZATION FOR
STANDARDIZATION
IT INFORMATION TECHNOLOGY
ITRP INTERNATIONAL TERMINAL REDEVELOPMENT
PROGRAM
IVE IVES HARDWARE; INGERSOLL-RAND COMPANY
JIC JOINT INDUSTRIAL COUNCIL
KPI KEY PERFORMANCE INDICATORS
kV KILOVOLT
kVA KILOVOLT-AMP
kW KILOWATT
kH KILOWATT-HOUR
LAN LOCAL AREA NETWORK
LCD LIQUID CRYSTAL DISPLAY
LID LIGHT-EMITTING DIODE
LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL
DESIGN
LOMR LETTER OF MAP REVISION
LOTO LOCK-OUT-TAG-OUT
LPI LIGHTING PROTECTION INSTITUTE
LR LIGHT REFLECTANCE (VALUE)
LRFD LOAD AND RESISTANCE FACTOR DESIGN
MODEL
M3 MAP MANAGEMENT
MCK MCKINNEY PRODUCTS COMPANY
MCP MOTOR CONTROL PANELS
MDF MAIN DISTRIBUTION FRAME
MDS MOBILE DISPLAY SYSTEM
MEP MECHANICAL, ELECTRICAL, AND PLUMBING
MIS MANAGEMENT INFORMATION SYSTEM
MLIT MICKEY LEYLAND INTERNATIONAL TERMINAL
mph MILE PER HOUR
MRL MACHINE ROOM-LESS
MSS MANUFACTURER’SSTANDARDIZATION
SOCIETY
MTM MAIN-TIE-MAIN
M-T-T-M MAIN-TIE-TIE-MAIN
NACE NATIONAL ASSOCIATION OF CORROSION
ENGINEERS
NAVAID NAVIGATIONAL AID
NBPT NO BREAK POWER TRANSFER
NC NOISE CRITERIA
NCS NATIONAL CAD STANDARDS
NDL NO DOLLAR LIMIT
NEC NATIONAL ELECTRIC CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NETA INTERNATIONAL ELECTRICAL TESTING
ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NGS NATIONAL GEODETIC SURVEY
NIC NOISE ISOLATION CLASS
NOI NOTICE OF INTENT
NPDES NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM
NPS NOMINAL PIPE SIZE
NSF NATIONAL SANITATION FOUNDATION
O&M OPERATION AND MAINTENANCE
O.D. OUTSIDE DIAMETER
OCCS OMNICLASS CONSTRUCTION CLASSIFICATION
SYSTEM
OFA OBJECT FREE AREA
OITC OUTDOOR-INDOOR TRANSMISSION CLASS
ORAT OPERATIONAL READINESS AND AIRPORT
TRANSFER
OS&Y OUTSIDE STEM AND YOKE
OSHA OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
OSR ON-SCREEN RESOLUTION
PA PUBLIC ADDRESS
PACS PRIMARY AIRPORT CONTROL STATION
PBB PASSENGER BOARDING BRIDGE
PC PRE-CONDITIONED
PCA PRE-CONDITIONED AIR
PCC PORTLAND CEMENT CONCRETE
PCPM POLICY, CRITERIA AND PROCEDURE MANUAL
PDC PLANNING, DESIGN, AND CONSTRUCTION
PE POLYETHYLENE
PF POWER FACTOR
PFC PASSENGER FACILITY CHARGES
PGDS PLANNING GUIDELINES AND DESIGN
STANDARDS
PICV PRESSURE INDEPENDENT CONTROL VALVE
PLB PASSENGER LOADING BRIDGE
PLC PROGRAMMABLE LOGIC CONTROLLER
POU POINT-OF-USE
PPE PERSONNEL PROTECTIVE EQUIPMENT
Psf POUND(S) PER SQUARE FOOT
psi POUNDS PER SQUARE INCH
psig POUNDS PER SQUARE INCH GAUGE
PTFE POLYTETRAFLUOROETHYLENE
PTM PREFORMED THERMOPLASTIC MARKINGS
PVC POLYVINYL CHLORIDE
PWC POTABLE WATER CABINET
PWE PUBLIC WORKS AND ENGINEERING
PWL PERCENT WITHIN LIMITS
PWM PULSE WIDTH MODULATED
PWS PUBLIC WATER SYSTEM
RAS REGISTERED ACCESSIBILITY SPECIALIST
RCCP REINFORCED CONCRETE CYLINDER PIPE
RFID RADIO FREQUENCY IDENTIFICATION
RFV REQUEST FOR VARIANCE
RGS RIGID GALVANIZED STEEL
RH RELATIVE HUMIDITY
RIX RIXSON SPECIALTY DOOR CONTROLS
RSM ROOT MEAN SQUARE
ROW RIGHT-OF-WAY
RPM ROTATIONS PER MINUTE
RQE REQUEST TO EXIT
RSA RUNWAY SAFETY AREA
RTR REMOTE TRANSMITTER RECEIVER
SACS SECONDARY AIRPORT CONTROL STATION
SAE SOCIETY OF AUTOMOTIVE ENGINEERS
SAR SARGENT MANUFACTURING COMPANY
SARA SERVICE ANIMAL RELIEF AREA
SCADA SUPERVISORY CONTROL AND DATA
ACQUISITION
SCH SCHLAGE COMMERCIAL LOCK DIVISION
SCR SILICON CONTROLLED RECTIFIER
SEER SEASONAL ENERGY EFFICIENCY RATIO
SEL SCHWEITZER ENGINEERING LABORATORIES
SIDA SECURITY IDENTIFICATION DISPLAY AREA
SLA SERVICE LEVEL AGREEMENT
SMACNA SHEET METAL & AIR CONDITIONING
CONTRACTOR’SNATIONALASSOCIATION
SOP STANDARD OPERATING PROCEDURE
SPCC SPILL PREVENTION, CONTROL AND
COUNTERMEASURE
SPCD SAFETY PLAN COMPLIANCE DOCUMENT
SPD SURGE PROTECTION DEVICES
SPDT SINGLE-POLE, DOUBLE-THROW
SPRI SINGLE PLY ROOFING INDUSTRY
SQL STRUCTURED QUERY LANGUAGE
SSS SANITARY SEWER SYSTEMS
SSTP (TSA) SITE-SPECIFIC TEST PLAN
STA STANLEY COMMERCIAL HARDWARE
STANDARDS DESIGN STANDARDS
STC SOUND TRANSMISSION CONTROL
SU SINGLE-UNIT
SUE SUBSURFACE UTILITY ENGINEERING
SWPPP STORMWATER POLLUTION PREVENTION PLAN
TCEQ TEXAS COMMISSION ON ENVIRONMENTAL
QUALITY
TDLR TEXAS DEPARTMENT OF LICENSING AND
REGULATION
THD TOTAL HARMONIC DISTORTION
THW THERMOPLASTIC, HEAT AND WATER
(RESISTANT WIRE)
TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION
SYSTEM
TPO THERMOPLASTIC POLYOLEFIN
TRB TRANSPORTATION AND RESEARCH BOARD
TRR (TSA) TEST READINESS REVIEW
TSA TRANSPORTATION SECURITY ADMINISTRATION
TxDOT TEXAS DEPARTMENT OF TRANSPORTATION
UF UNDERGROUND FEEDER
UL UNDERWRITERS’LABORATORIES,INC.
Um MICROMETER
UMC UNIFORM MECHANICAL CODE
UNO UNLESS NOTED OTHERWISE
UPC UNIFORM PLUMBING CODE
UPS UNINTERRUPTIBLE POWER SUPPLIES
USGBC UNITED STATES GREEN BUILDING COUNCIL
UST UNDERGROUND STORAGE TANKS
VAC VOLTS ALTERNATING CURRENT
VAV VARIABLE AIR VOLUME
VC VINYL COMPOSITION
VDC VOLTS OF DIRECT CURRENT
VGGS VISUAL DOCKING GUIDANCE SYSTEM
VFD VARIABLE FREQUENCY DRIVES
VOC VOLATILE ORGANIC COMPOUND
VRLA VALVE-REGULATED LEAD-ACID
VSR VEHICLE SERVICE ROAD
WAN WORK AREA NOTIFICATION
WB WIDE BODY
WG WATER GAUGE
XML EXTENSIBLE MARKUP LANGUAGE
YAL YALE COMMERCIAL LOCKS AND HARDWARE
ACRONYM /
ABBREVIATION FULL TECHNICAL TERM .
ACRONYM /
ABBREVIATION FULL TECHNICAL TERM .
ACRONYM /
ABBREVIATION FULL TECHNICAL TERM .
ACRONYM /
ABBREVIATION FULL TECHNICAL TERM .
VIEWNUMBER
VIEWTITLE
ViewportScale
APPLICABLE CODES
· BUILDING CODE: HOUSTON BUILDING CODE (HBC) 2012 INTERNATIONAL BUILDING CODE WITH CITY OF
HOUSTON AMENDMENTS.
· ACCESSIBILITY CODE: TAS
BUILDING PLANNING:
· OCCUPANCY: NO CHANGE TO EXISTING CONDITIONS
TYPE OF CONSTRUCTION:
· CONSTRUCTION TYPE: NO CHANGE TO EXISTING CONDITIONS
◦ The site will need to be kept secure during renovation, i.e. placement of construction-wall.
◦ All tools/prohibited items must be under control and/or secure at all times in sterile area.
◦ All personnel must be badged and/or under proper escort at all times in restricted area(s).
◦ Any equipment with concealed compartments must be cleared by K9 sweep prior to entering sterile area.
◦ Upon completion, the area must be cleared by security sweep/inspection prior to reopening to public.
◦ All sweeps must be coordinated at least one business day in advance.
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:11:39 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\GI0-001 GENERAL INFORMATION AND DRAWING INDEX.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
GI0-001
GENERAL INFORMATION AND DRAWING
INDEX
2 REISSUED FOR PERMIT 01/13/2021 J TOHILL
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
ABBREVIATIONS
1:1
02
DRAWING INDEX
1:1
03
SHEET NUMBERING SYSTEM
1:1
04
BUILDING CODE SUMMARY
1:1
Sheet List Table
Sheet Number Sheet Title
DATE
ARCHITECTURAL: TERMINAL B
GI0-000 COVER SHEET TERMINAL B 05/10/2021
GI0-001 GENERAL INFORMATION AND DRAWING INDEX 05/10/2021
GI0-002 TERMINAL B OVERALL REFERENCE FLOOR PLAN 05/10/2021
AD1-200 TERMINAL B STATION DEMOLITION PLAN 05/10/2021
AF1-300 TERMINAL B STATION FINISH PLAN 05/10/2021
AF1-350 DIMENSIONAL CONTROL AREA 1 AND 2 05/10/2021
AF1-351 DIMENSIONAL CONTROL AREA 4 05/10/2021
AF1-352 DIMENSIONAL CONTROL AREA 5 05/10/2021
AF1-353 DIMENSIONAL CONTROL AREA 6 05/10/2021
AF1-354 DIMENSIONAL CONTROL AREA 7 05/10/2021
AF5-400 FLOOR DETAILS 05/10/2021
2
TERMINAL B
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
SECURE SIDE
LANE 3
PRIVATE
SCREENING
LEVEL 3 - MEZZANINE LEVEL
X
VIEWNUMBER
VIEWTITLE
ViewportScale
REFER TO SHEET AD1-200 FOR TERMINAL B STATION DEMOLITION PLAN
REFER TO SHEET AF1-300 FOR TERMINAL B STATION FINISH PLAN
TERMINAL B -
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:11:46 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\GI0-002 TERMINAL B OVERALL REFERENCE FLOOR PLAN.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
GI0-002
TERMINAL B OVERALL REFERENCE FLOOR
PLAN
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
TERMINAL B OVERALL REFERENCE FLOOR PLAN
1" = 40'-0"
2 REISSUED FOR PERMIT 01/13/2021 J TOHILL
TERMINAL B
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
VIEWNUMBER
VIEWTITLE
ViewportScale
2
3 4
5
6
0"
4'-0" 8'-0" 16'-0"
GRAPHIC SCALE 1"=8'-0"
45'-5
3
4
"
10'-4"
21'-8
1
2
" 25'-7
1
2
"
76'-4"
6'-1
3
4
"
3'-9" 30'-0" 3'-9"
129'-9
3
4
"
37'-6"
120'-0"
22'-4"
89'-11"
TB STATION SECOND LEVEL
201
TB STATION MEZZANINE LEVEL
301
1. SURVEY EXISTING CONDITIONS AND CORRELATE WITH NEW WORK REQUIREMENTS IN ORDER TO
DETERMINE THE EXTENT OF REQUIRED SELECTIVE DEMOLITION.
2. REFER T0 SPECIFICATION SECTION 024119 SELECTIVE STRUCTURE DEMOLITION FOR DEMOLITION
ADDITIONAL REQUIREMENTS.
3. CONTRACTOR TO COORDINATE DEMOLITION WORK SEQUENCE.
4. REFER TO SPECIFICATION SECTION 02 41 19 SELECTIVE DEMOLITION FOR SPECIFIC PROJECT REQUIREMENTS.
5. CONTRACTOR TO COORDINATE DEMOLITION WORK SEQUENCE.
6. DEMOLITION DRAWINGS REPRESENT EXISTING CONDITIONS BASED ON LIMITED EXISTING DRAWINGS. CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING BUILDING AND SITE CONDITIONS.
7. DEMOLITION DRAWINGS GENERALLY INDICATE EXISTING SCOPE OF WORK TO BE DEMOLISHED AND ARE NOT INTENDED TO
LIMIT OR FULLY DEFINE THE SCOPE OF WORK TO BE REMOVED IN ORDER TO ACCOMPLISH SCOPE OF NEW CONSTRUCTION.
WHERE THESE CONDITIONS OCCUR OUTSIDE OF THE DEMOLITION LIMITS, AREAS SHALL BE RETURNED TO THEIR ORIGINAL
CONDITION AS PART OF THE NEW CONSTRUCTION SCOPE OF WORK.
8. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONSTRUCTION AND CONSTRUCTION
DOCUMENTS.
9. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS UNOBSTRUCTED, ILLUMINATED AND PROTECTED FROM CONSTRUCTION
ACTIVITIES.
10. CONTRACTOR TO CLEAN AREAS ADJACENT TO DEMOLITION AREA OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION
OPERATIONS.
11. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE.
TRANSPORT DEMOLISHED MATERIALS AND LEGALLY DISPOSE OF THEM.
12. CONTRACTOR IS RESPONSIBLE FOR REMOVAL, TEMPORARY STORAGE AND RE-INSTALLATION OF SEATING AND OTHER
FURNITURE SYSTEMS WITHIN THE SCOPE OF WORK.
17. CONTRACTOR TO REMOVE ADHESIVES AND MISC. DEBRIS AND REPAIR AND CLEAN FLOOR SURFACE TO MAKE SUBSTRATE
SUITABLE FOR FLOOR INSTALLATION.
18. ALL WALL BASE TO BE REMOVED. THIS EXCLUDES ALL EXTERIOR CURTAIN WALL AND COLUMN BASES.
19. CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS.
20. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS ARE ENCOUNTERED THAT
CONFLICT WITH INTENDED FUNCTION OR DESIGN, INVESTIGATE AND MEASURE THE NATURE AND EXTENT
OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO ARCHITECT.
21. CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED PORTIONS
OF BUILDING.
22. PROVIDE PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT FACILITIES
TO REMAIN.
23. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA AND
TO AND FROM OCCUPIED PORTIONS OF BUILDING.
24. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER FINISH WORK THAT ARE TO REMAIN OR THAT ARE
EXPOSED DURING SELECTIVE DEMOLITION.
25. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE
DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE
DEMOLITION OPERATIONS BEGAN.
26. FIELD VERIFY ALL DIMENSIONS.
27. UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES PROPERTY OF CONTRACTOR.
REMOVE EXISTING CARPET SYSTEM IN ITS ENTIRETY.
1
HATCHED INDICATES AREA OF EXISTING CARPET SYSTEM TO BE
DEMOLISHED.
1
1
1
1
1
KEYNOTES TO SHEET AND LEGEND
DEMOLITION GENERAL NOTES
(F.V.) (F.V.) (F.V.) (F.V.) (F.V.) (F.V.)
(F.V.)(F.V.)(F.V.)
(F.V.)
(F.V.)
(F.V.)
(F.V.)
(F.V.)
(F.V.)
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:11:56 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AD1-200 TERMINAL B STATION DEMOLITION PLAN.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AD1-200
TERMINAL B STATION DEMOLITION PLAN
REISSUED FOR PERMIT 01/13/2021
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
TERMINAL B STATION DEMOLITION PLAN
1/8" = 1'-0"_XREF
2 REISSUED FOR PERMIT 01/13/2021 J TOHILL
TERMINAL B
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
VIEWNUMBER
VIEWTITLE
ViewportScale
2
T5
4
5
0"
4'-0" 8'-0" 16'-0"
GRAPHIC SCALE 1"=8'-0"
45'-5
3
4
"
10'-4"
21'-8
1
2
" 25'-7
1
2
"
76'-4"
6'-1
3
4
"
(F.V.) (F.V.) (F.V.) (F.V.) (F.V.) (F.V.)
3'-9" 30'-0" 3'-9"
(F.V.)(F.V.)(F.V.)
129'-9
3
4
"
(F.V.)
37'-6"
(F.V.)
120'-0"
(F.V.)
22'-4"
(F.V.)
89'-11"
(F.V.)
TB STATION SECOND LEVEL
201
TB STATION MEZZANINE LEVEL
301
1. PREP, PATCH FLOOR SURFACES DAMAGED BY DEMOLITION OPERATIONS.
2. ALL PLAN AND DETAILS ARE DRAWN TO SCALE AS MUCH AS POSSIBLE, BUT ARE NOT INTENDED TO BE AND SHOULD NOT BE SCALED.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECEIVING, INSPECTION AND STORAGE OF ALL OWNER SUPPLIED GOODS.
4. COORDINATE FINAL LOCATIONS OF WORK FOR ALL TRADES, MODIFY AND ADJUST ROUTING AND LOCATIONS AS REQUIRED SUBJECT TO THE
APPROVAL OF THE OWNER AND DESIGN FIRM. ALL ITEMS OF WORK SHALL FIT PROPERLY IN THE PROJECT. FAILURE TO COORDINATE ALL
ASPECTS OF THE PROJECT BY MAKING ADJUSTMENTS OR FIELD VERIFYING DIMENSIONS IS THE RESPONSIBILITY THE CONTRACTOR. NO
ADDITIONAL PAYMENT WILL BE MADE FOR FAILURE TO PROPERLY COORDINATE WORK.
5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PORTIONS OF THE PROJECT. ANY DISCREPANCY SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER AND DESIGN FIRM.
6. PROVIDE PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT FACILITIES TO REMAIN.
7. PROTECT WALLS, CEILINGS AND OTHER FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING RENOVATION WORK.
8. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY RENOVATION OPERATIONS. RETURN
ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION AND RENOVATION WORK OPERATIONS BEGAN.
9. FIELD VERIFY ALL DIMENSIONS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECEIVING, INSPECTION AND STORAGE OF ALL OWNER SUPPLIED GOODS.
11. COORDINATE FINAL LOCATIONS OF WORK FOR ALL TRADES, MODIFY AND ADJUST ROUTING AND LOCATIONS AS REQUIRED SUBJECT TO THE
APPROVAL OF THE OWNER AND DESIGN FIRM. ALL ITEMS OF WORK SHALL FIT PROPERLY IN THE PROJECT. FAILURE TO COORDINATE ALL
ASPECTS OF THE PROJECT BY MAKING ADJUSTMENTS OR FIELD VERIFYING DIMENSIONS IS THE RESPONSIBILITY THE CONTRACTOR. NO
ADDITIONAL PAYMENT WILL BE MADE FOR FAILURE TO PROPERLY COORDINATE WORK.
12. TOUCH UP WALL PAINT TO MATCHED EXISTING CONDITIONS AT WALLS IMPACTED BY FLOOR DEMOLITION AND REPLACEMENT WORK. PAINT
TO MATCH EXISTING WALL COLOR.
13. REPLACE WALL BASE PER MATERIAL SCHEDULE.
GENERAL NOTES
BASE:
REMARKS CODE
MATERIAL
PRODUCT NUMBER
B-1 QUARTZ ENGINEERED STONE BASE
FINISH MATERIAL SCHEDULE
NOTES:
1. AS PER IBC TABLE 803.5, THE INTERIOR WALL FINISHES SHALL BE A MINIMUM CLASS 'C' WITH A FLAME SPREAD OF 76-200 AND SMOKE-DEVELOPED INDEX OF 0-450. ALL
INTERIOR FINISHES SHALL LIMIT THE ALLOWABLE FLAME SPREAD AND SMOKE DEVELOPMENT PER THIS RESTRICTION.
2. REPAIR DAMAGED CEILING DURING CONSTRUCTION WORK OPERATIONS.
FLOOR:
T1
QUARTZ ENGINEERED POLISHED TILE
2402
COLOR
T2
QUARTZ ENGINEERED POLISHED TILE
EPIV-104T4
QUARTZ ENGINEERED POLISHED TILE
503STONE SOURCE
STONE SOURCE
CUSTOM MATCH NTMA
DOVE TAIL
PANTONE 77C-1P
BIANCO SPIZZO
STONE SOURCE 4" H X 48" L TREND ETHERIUM QUARTZ
48" X 48" TREND ETHERIUM QUARTZ - ACCENT COLOR
48" X 48" ACCENT COLOR
48" X 48" TREND ETHERIUM QUARTZ - FIELD COLOR
GROUT:
-
TBD
TBDTBD TBD 1/16" JOINT
MANUFACTURER /
SUPPLIER
KEYNOTES TO SHEET
4
REFER TO DETAILS 4 AND 5 ON SHEET AF5-400 FOR FLOORING TRANSITION DETAILS.
4
TYP
TYP
TILE AREA SUMMARY
T1 FIELD TILE = 3,984 SF
T4 ACCENT #1 TILE = 2,160 SF
T2 ACCENT #2 TILE = 1,470 SF
1
1
1
1
3
3
QUARTZ ENGINEERED POLISHED TILING, T4 ACCENT COL0R. SEE FINISH MATERIAL SCHEDULE.
2
QUARTZ ENGINEERED POLISHED TILING, T2 ACCENT COL0R. SEE FINISH MATERIAL SCHEDULE.
1
QUARTZ ENGINEERED POLISHED TILING, T1 FIELD COL0R. SEE FINISH MATERIAL SCHEDULE.
2
3
2
1
2
2
2
2
2
1
1
1
1
1
2
2
2
2
2
2
2
2
3
3
3
3
3
5
5
5
5
5 5
5
5 5
44
4
4
4
4
4
44
4
6
PROVIDE EXPANSION JOINT
6
6
4
5
PROVIDE 4" H X 48" L QUARTZ ENGINEERED POLISHED BASE. SEE FINISH MATERIAL SCHEDULE.
TYPICAL WHERE FLOOR MEETS WALL.
2
503 BIANCO SPIZZO
1
4'-0
1
8
" 4'-0
1
8
" 4'-0
1
8
"
TB STATION SECOND LEVEL
201
R90'-0" CENTER
-65'-6 5/8", 32'-3 1/4"
R120'-0" CENTER
-94'-1 3/4", 30'-3 1/4"
15'-11 7/8"
12'-0 1/4"
19 20
21
22
A B
C
D E F
6'-0"6'-0"
10'-0"10'-0"
81'-2 1/4"
10'-0"
82'-3"
14'-0 1/8"
81'-11 1/8"
14'-2"
85'-11 1/4"
12'-2"
89'-10 5/8"
10'-0"
89'-11 3/8"
9'-11 1/2"
85'-11 1/4"
6'-8 3/8"
86'-2 1/2"
6'-6"
81'-11 1/8"
9'-6 1/8"
10'-0"
85'-11 1/4" 85'-11 1/4"
81'-11 1/8" 81'-11 1/8"
89'-11 3/8" 89'-11 3/8"
14'-0 1/8"
18'-0 1/4"
22'-0 3/8"
26'-0 1/2"
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:12:14 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AF1-300 TERMINAL B STATION FINISH PLAN.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AF1-300
TERMINAL B STATION FINISH PLAN
REISSUED FOR PERMIT 02/22/2021
----
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
TERMINAL B STATION FINISH PLAN
1/8" = 1'-0"_1_XREF
2 REISSUED FOR PERMIT 02/22/2021 J TOHILL
TERMINAL B
02
DIMENSIONAL CONTROL AREA 3
1/2" = 1'-0"
AF1-300
02
AF1-350
02
AF1-350
01
AF1-351
01
AF1-352
01
AF1-354
01
AF1-353
01
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
201
10'-0"10'-0"
R45'-0" CENTER
-27'-1 7/8", 33'-4 3/4"
R66'-0" CENTER
-46'-11 1/8", 34'-10 1/2"
24'-3 1/4"
41'-9 7/8"
23'-11 1/4"
41'-9 7/8"
18'-8 1/2"
19'-0"
41'-9 7/8"
25'-3 1/2"
25'-7 1/4"
17'-7 1/4"
41'-9 7/8"
17'-0 1/2"
R90'-0" CENTER
-65'-6 5/8", 32'-3 1/4"
R120'-0" CENTER
-94'-1 3/4", 30'-3 1/4"
VIEWNUMBER
VIEWTITLE
ViewportScale
6'-0"6'-0"
45'-10"
16'-1"
49'-10 1/8"
14'-8 3/4"
53'-10 1/4"
12'-11"
57'-10 3/8"
10'-7 1/4"
58'-9 1/4"
10'-0"
61'-10 1/2"
7'-8 1/8"
63'-9 3/4"
5'-11 7/8"
68'-3 3/8"
10'-0"
69'-10 3/4"
9'-0 1/4"
65'-10 5/8"
11'-4 1/8"
62'-0"
13'-3"
60'-3 1/8"
14'-0"
57'-10 3/8"
14'-11 3/8"
53'-10 1/4"
16'-3 1/2"
49'-10 1/8"
17'-4 1/4"
46'-7 3/4"
18'-0 1/4"
45'-10"
18'-2"
46'-0"
23'-4 3/4"
49'-10 1/8"
22'-8 5/8"
49'-10 1/8"
24'-3"
46'-0"
24'-9 7/8"
53'-10 1/4"
23'-6 1/8"
53'-10 1/4"
21'-9 7/8"
57'-10 3/8"
20'-8 7/8"
57'-10 3/8"
22'-7 5/8"
61'-10 1/2"
21'-7 3/8"
61'-10 1/2"
19'-5 1/4"
65'-10 5/8"
17'-11 1/4"
65'-8 1/8"
18'-0 1/4"
65'-10 5/8"
20'-5 3/8"
69'-10 3/4"
19'-1 1/2"
69'-10 3/4"
16'-2 1/2"
73'-10 7/8"
14'-2 7/8"
74'-4 1/8"
14'-0 1/8"
73'-10 7/8"
17'-7 5/8"
77'-11"
15'-11 7/8"
72'-11"
18'-0 1/4"
77'-11"
12'-0 1/4"
9
11 12
13
14
15 16
17
18 1910
A B
C
D E F
A B
C
D E F
41'-9 7/8" 41'-9 7/8"
49'-10 1/8" 49'-10 1/8"
53'-10 1/4" 53'-10 1/4"
61'-10 1/2" 61'-10 1/2"
65'-10 5/8" 65'-10 5/8"
69'-10 3/4" 69'-10 3/4"
73'-10 7/8" 73'-10 7/8"
77'-11" 77'-11"
57'-10 3/8" 57'-10 3/8"
45'-10" 45'-10"
14'-0 1/8"14'-0 1/8"
18'-0 1/4"18'-0 1/4"
22'-0 3/8"22'-0 3/8"
26'-0 1/2"26'-0 1/2"
53'-0"
22'-0 3/8"
60'-3 3/4"
22'-0 3/8"
80'-0"
10'-9"
80'-0"
15'-0 3/4"
51'-6 5/8"
14'-0 1/8"
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:12:37 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AF1-350 DIMENSIONAL CONTROL AREA 1 AND 2.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AF1-350
DIMENSIONAL CONTROL AREA 1 AND 2
ISSUED FOR PERMIT 02/22/2021
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
DIMENSIONAL CONTROL AREA 1
1/2" = 1'-0"_XREF
02
DIMENSIONAL CONTROL AREA 2
1/2" = 1'-0"_XREF
2 ISSUED FOR PERMIT 02/22/2021 J TOHILL
TERMINAL B
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
VIEWNUMBER
VIEWTITLE
ViewportScale
R11'-2" CENTER
40'-10", 126'-11"
R20'-0" CENTER
41'-2 1/4", 134'-11 1/4"
R40'-0" CENTER
51'-9 1/8", 144'-6"
R70'-0" CENTER
68'-5 1/2", 167'-6"
99'-11 3/8"
50'-1 1/4"
101'-2"
46'-1 1/8"
101'-11 3/4"
43'-9 3/4"
102'-7 7/8"
42'-1"
104'-5 1/4"
38'-0 7/8"
104'-6 1/2"
50'-1 1/4"
104'-10 7/8"
46'-1 1/8"
105'-8 1/4"
42'-1"
105'-11 7/8"
40'-11 1/4"
106'-11"
38'-0 7/8"
108'-7 1/2"
34'-0 3/4"
110'-0"
31'-6 1/8"
110'-10 7/8"
30'-0 5/8"
113'-10 3/8"
26'-0 1/2"
114'-0 1/8"
25'-10 3/8"
118'-0 1/4"
21'-9 3/8"
117'-8 7/8"
22'-0 3/8"
122'-0 3/8"
18'-8"
123'-0 1/8"
18'-0 1/4"
125'-0"
16'-10"
125'-0"
23'-10"
122'-0 3/8"
25'-10 7/8"
121'-10 1/2"
26'-0 1/2"
118'-4 1/4"
30'-0"
124'-0 1/8"
30'-0 5/8"
122'-0 3/8"
30'-9 1/2"
125'-0"
29'-10"
118'-0 1/2"
34'-0 3/4"
118'-0 1/4"
34'-1 1/8"
116'-1 1/4"
38'-0 7/8"
125'-0"
51'-10"
118'-0"
51'-10"
115'-2 1/8"
38'-0 7/8"
116'-3"
34'-0 3/4"
118'-0"
30'-6 5/8"
125'-0"
12'-10"
123'-6"
14'-0 1/8"
122'-0 3/8"
15'-2 3/4"
118'-11 1/2"
18'-0 1/4"
118'-0 1/4"
18'-11 1/4"
115'-1 1/4"
22'-0 3/8"
114'-0 1/8"
23'-3 5/8"
111'-9 3/4"
26'-0 1/2"
110'-0"
28'-6 3/8"
108'-11 5/8"
30'-0 5/8"
106'-6 3/8"
34'-0 3/4"
105'-11 7/8"
35'-0 1/2"
99'-6"
51'-10"
109'-6 1/4"
18'-0 1/4"
109'-8"
22'-0 3/8"
107'-2 3/8"
26'-0 1/2"
105'-11 7/8"
26'-10 1/2"
101'-11 3/4"
27'-9 3/4"
97'-11 5/8"
26'-5 1/4"
97'-5 1/2"
26'-0 1/2"
94'-11 7/8"
22'-0 3/8"
95'-1 5/8"
18'-0 1/4"
97'-11 5/8"
14'-1 1/2"
98'-1 5/8"
14'-0 1/8"
101'-11 3/4"
12'-9"
105'-11 7/8"
13'-8 1/4"
106'-6 1/4"
14'-0 1/8"
108'-5 5/8"
18'-0 1/4"
108'-7 1/2"
22'-0 3/8"
105'-11 7/8"
14'-10 3/8"
104'-1 7/8"
14'-0"
101'-11 3/4"
13'-9"
100'-5 1/2"
14'-0 1/8"
97'-11 5/8"
15'-4 7/8"
96'-2 1/4"
18'-0 1/4"
96'-0 1/4"
22'-0 3/8"
97'-11 5/8"
25'-1 7/8"
99'-2 5/8"
26'-0 1/2"
101'-11 3/4"
26'-9 3/4"
105'-5 1/8"
26'-0 1/2"
105'-11 7/8"
25'-8 3/8"
93'-11 1/2"
7'-6 3/4"
89'-10 5/8"
10'-0"
89'-11 3/8"
9'-11 1/2"
R6'-6
1
2
" CENTER
20'-3 3/8", 102'-3 7/8"
R7'-6
1
2
" CENTER
20'-3 3/8", 102'-3 7/8"
R120'-0"
-94'-1 3/4", 30'-3 1/4"
A B
C
D E F
G
H
J
K L M N
21 22
23
24
25 26
27
28 29 30
22
23
24
25 26
27
28 29
30
A B
C
D E F
G
H
J
K L M N
6'-0"6'-0"
93'-11 1/2" 93'-11 1/2"
89'-11 3/8" 89'-11 3/8"
97'-11 5/8" 97'-11 5/8"
101'-11 3/4" 101'-11 3/4"
105'-11 7/8" 105'-11 7/8"
110'-0" 110'-0"
114'-0 1/8" 114'-0 1/8"
122'-0 3/8" 122'-0 3/8"
118'-0 1/4" 118'-0 1/4"
10'-0"10'-0"
14'-0 1/8"14'-0 1/8"
18'-0 1/4"18'-0 1/4"
22'-0 3/8"22'-0 3/8"
26'-0 1/2"26'-0 1/2"
30'-0 5/8"30'-0 5/8"
34'-0 3/4"34'-0 3/4"
38'-0 7/8"38'-0 7/8"
42'-1"42'-1"
46'-1 1/8"46'-1 1/8"
50'-1 1/4"50'-1 1/4"
54'-1 3/8"54'-1 3/8"
58'-1 1/2"58'-1 1/2"
115'-9 7/8"
42'-1"
117'-0 7/8"
46'-1 1/8"
118'-0 1/4"
47'-6 7/8"
120'-8 3/8"
50'-1 1/4"
122'-0 3/8"
50'-10 1/2"
117'-0 3/8"
50'-1 1/4"
115'-6 1/2"
46'-1 1/8"
114'-11 1/2"
42'-1"
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:12:52 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AF1-353 DIMENSIONAL CONTROL AREA 6.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AF1-351
DIMENSIONAL CONTROL AREA 4
ISSUED FOR PERMIT 02/22/2021
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
DIMENSIONAL CONTROL AREA 4
1/2" = 1'-0"_XREF
2 ISSUED FOR PERMIT 02/22/2021 J TOHILL
TERMINAL B
3 ISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
4'-0
1
8
VIEWNUMBER
VIEWTITLE
ViewportScale
120'-8 3/8"
50'-1 1/4"
118'-0 1/4"
47'-6 7/8"
117'-0 7/8"
46'-1 1/8"
115'-6 1/2"
46'-1 1/8"
117'-0 3/8"
50'-1 1/4"
118'-0"
51'-10"
104'-6 3/8"
50'-1 1/4"
104'-10 7/8"
46'-1 1/8"
122'-0 1/8"
50'-10 1/4"
125'-0 1/8"
51'-10"
99'-11 3/8"
50'-1 1/4"
101'-2"
46'-1 1/8"
104'-9 5/8"
86'-0 3/8"
105'-7 1/4"
90'-0 1/2"
105'-11 7/8"
92'-2 3/8"
106'-3 5/8"
94'-0 5/8"
106'-11"
98'-0 3/4"
119'-4 1/4"
98'-0 3/4"
124'-10 1/4"
98'-0"
123'-11 1/8"
R70'-0" CENTER
101'-0 5/8", 49'-5"
R140'-0" CENTER
69'-6 3/4", -12'-3"
R190'-0" CENTER
124'-11 3/4", -81'-1 7/8"
R140'-0" CENTER
129'-9 1/2", -32'-0 1/8"
100'-11 5/8"
86'-0 3/8"
101'-11 3/4"
89'-2 3/4"
102'-2 5/8"
90'-0 1/2"
103'-4 1/8"
94'-0 5/8"
104'-4 1/8"
98'-0 3/4"
L M N
22
23
24
25 26
27
28 29 30
22
23
24
25 26
27
28 29 30
L M N
P
Q
R
S
T
U
V W X Y Z
ZP
Q
R
S
T
U
V W X Y
46'-1 1/8"46'-1 1/8"
50'-1 1/4"50'-1 1/4"
46'-1 1/8"
58'-1 1/2"58'-1 1/2"
54'-1 3/8"54'-1 3/8"
74'-0"74'-0"
82'-0 1/4"82'-0 1/4"
78'-0 1/8"78'-0 1/8"
90'-0 1/2"90'-0 1/2"
94'-0 5/8"94'-0 5/8"
98'-0 3/4"98'-0 3/4"
86'-0 3/8"86'-0 3/8"
105'-11 7/8" 105'-11 7/8"
101'-11 3/4" 101'-11 3/4"
97'-11 5/8" 97'-11 5/8"
110'-0" 110'-0"
114'-0 1/8" 114'-0 1/8"
118'-0 1/4" 118'-0 1/4"
122'-0 3/8" 122'-0 3/8"
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:13:06 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AF1-352 DIMENSIONAL CONTROL AREA 5.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AF1-352
DIMENSIONAL CONTROL AREA 5
ISSUED FOR PERMIT 02/22/2021
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
DIMENSIONAL CONTROL AREA 5
1/2" = 1'-0"
TERMINAL B
2 ISSUED FOR PERMIT 02/22/2021 J TOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
TB STATION MEZZANINE LEVEL
301
4'-0
1
8
" 4'-0
1
8
" 4'-0
1
8
"
VIEWNUMBER
VIEWTITLE
ViewportScale
111'-1 1/8"
150'-2 3/8"
110'-11 1/2"
146'-2 1/4"
111'-2 1/8"
142'-2 1/8"
111'-9 1/8"
138'-2"
112'-8 3/8"
134'-1 7/8"
110'-9 3/8"
138'-2"
110'-1 1/8"
142'-2 1/8"
110'-0"
142'-10 7/8"
109'-8 1/2"
146'-2 1/4"
109'-7 1/2"
150'-2 3/8"
122'-0 3/8"
109'-2 1/4"
121'-9 1/8"
110'-1 1/8"
120'-5 3/4"
114'-1 1/4"
123'-8 1/4"
114'-1 1/4"
122'-0 3/8"
117'-4 5/8"
121'-8 3/8"
118'-1 3/8"
123'-4 1/8"
122'-1 1/2"
122'-0 3/8"
124'-3 1/4"
121'-0 5/8"
126'-1 5/8"
118'-10 1/4"
126'-1 5/8"
120'-1 1/4"
122'-1 1/2"
119'-0 7/8"
118'-1 3/8"
117'-6 1/8"
122'-1 1/2"
115'-9 7/8"
126'-1 5/8"
114'-9 1/8"
126'-1 5/8"
117'-3 5/8"
118'-1 3/8"
118'-0 1/4"
114'-11 1/4"
118'-2 1/4"
114'-1 1/4"
118'-9 7/8"
110'-1 1/8"
119'-2 3/4"
106'-1"
119'-4 7/8"
102'-0 7/8"
114'-0"
128'-0 1/2"
114'-0 1/2"
130'-1 3/4"
111'-9 1/2"
134'-1 7/8"
105'-2 5/8"
102'-0 7/8"
107'-5 1/2"
102'-0 7/8"
107'-10 3/4"
106'-1"
105'-11 1/2"
106'-1"
105'-11 7/8"
106'-2 7/8"
106'-7 1/8"
110'-1 1/8"
108'-3 1/8"
110'-1 1/8"
108'-6 1/4"
114'-0"
107'-1 1/4"
114'-1 1/4"
108'-8 5/8"
118'-1 3/8"
107'-6"
118'-1 3/8"
108'-9 3/4"
122'-1 1/2"
108'-10"
126'-1 5/8"
107'-11 1/4"
126'-1 5/8"
108'-9 1/4"
130'-1 3/4"
107'-11 3/4"
130'-1 3/4"
108'-7 3/8"
134'-1 7/8"
107'-11"
134'-1 7/8"
108'-4 5/8"
138'-2"
107'-8 3/4"
138'-2"
108'-0 3/4"
142'-2 1/8"
107'-5 1/4"
142'-2 1/8"
107'-7 7/8"
146'-2 1/4"
107'-0 1/4"
146'-2 1/4"
107'-1 7/8"
150'-2 3/8"
106'-5 7/8"
150'-2 3/8"
111'-6 7/8"
154'-2 1/2"
109'-10 1/8"
154'-2 1/2"
106'-6 7/8"
154'-2 1/2"
105'-10 1/8"
154'-2 1/2"
103'-0 5/8"
150'-2 3/8"
101'-2 1/2"
150'-2 3/8"
99'-7 1/8"
154'-2 1/2"
102'-5 1/2"
146'-2 1/4"
103'-11"
146'-2 1/4"
104'-6 1/2"
142'-2 1/8"
103'-4 1/4"
142'-2 1/8"
104'-10 7/8"
138'-2"
103'-11 1/4"
138'-2"
105'-0 1/4"
134'-1 7/8"
104'-2 3/8"
134'-1 7/8"
104'-10 3/4"
130'-1 3/4"
104'-1 3/4"
130'-1 3/4"
104'-6 3/8"
126'-1 5/8"
103'-9 1/2"
126'-1 5/8"
103'-11"
122'-1 1/2"
103'-1 3/8"
122'-1 1/2"
103'-0 1/2"
118'-1 3/8"
102'-1 3/8"
118'-1 3/8"
101'-11 3/4"
117'-8 1/8"
101'-11 3/4"
114'-4 3/8"
101'-10 3/4"
114'-1 1/4"
100'-9"
114'-1 1/4"
100'-5 5/8"
110'-1 1/8"
99'-0 1/8"
110'-1 1/8"
98'-9"
106'-1"
96'-10 1/4"
106'-1"
96'-8 1/4"
102'-0 7/8"
95'-0"
119'-10"
91'-3"
119'-10"
91'-3"
125'-4 1/2"
91'-3"
132'-10 1/2"
91'-3"
141'-4 1/2"
91'-3"
148'-10 1/2"
119'-4 7/8"
130'-1 3/4"
118'-0 1/4"
129'-7 7/8"
117'-11 1/8"
130'-1 3/4"
118'-3 5/8"
134'-1 7/8"
117'-3 3/4"
134'-1 7/8"
118'-0 1/4"
135'-7 1/4"
117'-8 1/4"
138'-2"
116'-11 7/8"
138'-2"
117'-6 3/8"
142'-2 1/8"
116'-11 5/8"
142'-2 1/8"
117'-10 1/4"
146'-2 1/4"
117'-2 7/8"
146'-2 1/4"
118'-0 1/4"
147'-3 3/8"
118'-7 3/4"
150'-2 3/8"
117'-9 5/8"
150'-2 3/8"
119'-11 1/4"
154'-2 1/2"
118'-8 1/8"
154'-2 1/2"
128'-9"
125'-4 1/2"
128'-9"
119'-10"
128'-9"
132'-10 1/2"
128'-9"
141'-4 1/2"
129'-5"
148'-10 1/2"
128'-9"
148'-10 1/2"
128'-9"
154'-6"
R52'-0" CENTER
132'-9 1/8", 52'-2 5/8"
R66'-0" CENTER
134'-2 1/8", 39'-0 1/4"
R140'-0" CENTER
129'-9 1/2", -32'-0 1/8"
R190'-0" CENTER
124'-11 3/4", -81'-1 7/8"
R35'-0" CENTER
141'-5 3/8", 152'-6 3/8"
R55'-0" CENTER
140'-5 7/8", 171'-11 1/4"
R46'-0" CENTER
146'-8 1/2", 156'-11 1/2"
R54'-0" CENTER
149'-3 3/4", 163'-7 3/8"
113'-6"
129'-2 1/2"
114'-5"
129'-2 1/2"
R70'-0" CENTER
101'-0 5/8", 49'-5"
R140'-0" CENTER
69'-6 3/4", -12'-3"
LOCATION OF CHANGE IN
DIRECTION OF CURVE
101'-11 3/4"
147'-10 1/4"
101'-10 7/8"
154'-2 1/2"
105'-11 7/8"
153'-4 1/8"
22
23
24
25 26
27
28 29
30
22
23
24
25 26
27
28 29 30 31
Z AA AB
AC
AD AE AF
AG
AH
AJ
AK AL AM AN
Z AA AB
AC
AD AE AF
AG
AH
AJ
AK AL AM AN
90'-0" 90'-0"
102'-0 7/8"102'-0 7/8"
106'-1"106'-1"
110'-1 1/8"110'-1 1/8"
114'-1 1/4"114'-1 1/4"
118'-1 3/8"118'-1 3/8"
93'-11 1/2" 93'-11 1/2"
89'-11 3/8" 89'-11 3/8"
97'-11 5/8" 97'-11 5/8"
101'-11 3/4" 101'-11 3/4"
105'-11 7/8" 105'-11 7/8"
110'-0" 110'-0"
114'-0 1/8" 114'-0 1/8"
122'-0 3/8" 122'-0 3/8"
93'-11 1/2" 93'-11 1/2"
126'-0" 126'-0"
122'-1 1/2"122'-1 1/2"
126'-1 5/8"126'-1 5/8"
130'-1 3/4"130'-1 3/4"
134'-1 7/8"134'-1 7/8"
138'-2"138'-2"
142'-2 1/8"142'-2 1/8"
146'-2 1/4"146'-2 1/4"
150'-2 3/8"150'-2 3/8"
154'-2 1/2"154'-2 1/2"
123'-11 1/8"
102'-0 7/8"
122'-10 7/8"
106'-1"
106'-8 3/4"
153'-2 3/4"
101'-11 3/4"
153'-11 7/8"
107'-9 1/4"
122'-1 1/2"
114'-0 1/8"
130'-2 3/4"
113'-1 5/8"
130'-1 3/4"
116'-2"
122'-1 1/2"
118'-0 1/4"
120'-10 1/4"
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:13:21 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AF1-353 DIMENSIONAL CONTROL AREA 6.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AF1-353
DIMENSIONAL CONTROL AREA 6
----
ISSUED FOR PERMIT 02/22/2021
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
2 ISSUED FOR PERMIT 02/22/2021 J TOHILL
TERMINAL B
01
DIMENSIONAL CONTROL AREA 6
1/2" = 1'-0"
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
3'-9" 30'-0" 3'-9"
VIEWNUMBER
VIEWTITLE
ViewportScale
119'-11 1/4"
154'-2 1/2"
118'-8 1/8"
154'-2 1/2"
119'-10 1/2"
158'-2 5/8"
121'-9 3/4"
158'-2 5/8"
122'-0 3/8"
158'-7 3/8"
124'-4 3/8"
162'-2 3/4"
122'-0 3/8"
163'-7 1/4"
121'-5"
162'-2 3/4"
113'-7 7/8"
162'-2 3/4"
114'-0 1/8"
163'-2 1/4"
115'-3 3/4"
166'-2 7/8"
112'-5"
158'-2 5/8"
111'-6 7/8"
154'-2 1/2"
109'-10 1/8"
154'-2 1/2"
110'-0"
155'-8 5/8"
110'-4 1/4"
158'-2 5/8"
111'-2 1/4"
162'-2 3/4"
106'-6 7/8"
154'-2 1/2"
105'-11 7/8"
157'-9 1/4"
105'-10 7/8"
158'-2 5/8"
105'-1 7/8"
162'-2 3/4"
104'-3 5/8"
166'-2 7/8"
103'-4 3/8"
170'-3"
102'-4 1/8"
174'-3"
101'-2 1/2"
178'-3 1/4"
101'-11 3/4"
175'-6 7/8"
99'-11 7/8"
182'-3 3/8"
98'-8 1/8"
186'-3 1/2"
97'-11 5/8"
188'-3 7/8"
97'-3 1/8"
190'-3 5/8"
95'-8 7/8"
194'-3 3/4"
95'-0"
196'-2"
92'-2 3/4"
194'-3 3/4"
93'-11 1/2"
190'-10 3/8"
94'-2 3/4"
190'-3 5/8"
96'-0 7/8"
186'-3 1/2"
97'-9 1/4"
182'-3 3/8"
97'-11 5/8"
181'-9 1/2"
99'-3 7/8"
178'-3 1/4"
100'-8 3/4"
174'-3 1/8"
101'-11 3/4"
170'-4 1/4"
102'-0 1/8"
170'-3"
105'-0 7/8"
158'-2 5/8"
105'-10 1/8"
154'-2 1/2"
105'-11 7/8"
153'-4 1/8"
101'-10 7/8"
154'-2 1/2"
101'-11 3/4"
153'-11 7/8"
100'-5 7/8"
158'-2 5/8"
97'-11 5/8"
157'-5 3/4"
97'-6 3/4"
158'-2 5/8"
99'-7 1/8"
154'-2 1/2"
95'-0 3/4"
162'-2 3/4"
93'-11 1/2"
163'-9 3/8"
92'-0 1/8"
166'-2 7/8"
93'-11 1/2"
170'-9 1/8"
91'-5 5/8"
174'-3"
91'-3"
174'-6 1/2"
91'-3"
196'-2"
R52'-0" CENTER
132'-9 1/8", 52'-2 5/8"
R66'-0" CENTER
134'-2 1/8", 39'-0 1/4"
R140'-0" CENTER
129'-9 1/2", -32'-0 1/8"
R190'-0" CENTER
124'-11 3/4", -81'-1 7/8"
R12'-0" CENTER
197'-9 1/4", 113'-1 1/4"
R13'-3
5
8
" CENTER
198'-0 3/4", 113'-2 1/8"
R35'-0" CENTER
141'-5 3/8", 152'-6 3/8"
R55'-0" CENTER
140'-5 7/8", 171'-11 1/4"
R46'-0" CENTER
146'-8 1/2", 156'-11 1/2"
R54'-0" CENTER
149'-3 3/4", 163'-7 3/8"
125'-8 1/4"
170'-3"
126'-0 1/2"
170'-9 1/2"
128'-6 3/8"
174'-3 1/8"
127'-9 7/8"
166'-2 7/8"
126'-0 1/2"
164'-3 7/8"
127'-9 1/2"
182'-3 3/8"
126'-0 1/2"
180'-9 1/4"
123'-6"
178'-3 1/4"
122'-0 3/8"
176'-7 3/4"
120'-1 1/2"
174'-3 1/8"
118'-0 1/4"
171'-2 3/8"
117'-5 1/4"
170'-3"
115'-8 3/4"
174'-3 1/8"
114'-0 1/8"
170'-7 3/4"
113'-10 1/8"
170'-3"
112'-4 1/8"
166'-2 7/8"
118'-0 1/4"
178'-2 7/8"
118'-0 1/2"
178'-3 1/4"
120'-10 1/4"
182'-3 3/8"
122'-0 3/8"
183'-9 1/8"
124'-3 1/4"
186'-3 1/2"
126'-0 1/2"
188'-1 1/8"
128'-5 5/8"
190'-3 5/8"
126'-0 1/2"
194'-8"
125'-11 1/4"
194'-3 3/4"
124'-7 1/8"
194'-3 3/4"
123'-11 3/4"
190'-3 5/8"
122'-6"
190'-3 5/8"
122'-0 3/8"
189'-9"
119'-4 1/2"
186'-3 1/2"
118'-0"
185'-8"
118'-0 1/4"
186'-9 7/8"
114'-0 1/8"
184'-9 1/2"
114'-0 1/8"
185'-9 3/4"
110'-0"
185'-1 3/4"
109'-7 1/2"
186'-3 1/2"
106'-11 7/8"
186'-3 1/2"
106'-0"
186'-10 3/8"
106'-0"
188'-1 1/4"
102'-4 1/2"
190'-3 5/8"
101'-11 3/4"
193'-3 3/8"
101'-7 3/8"
194'-3 3/4"
100'-5"
194'-3 3/4"
101'-1 1/2"
198'-3 7/8"
99'-10 1/2"
198'-3 7/8"
100'-5 5/8"
202'-0"
101'-10 1/2"
202'-0"
103'-8 5/8"
190'-3 5/8"
116'-7 1/8"
186'-3 1/2"
22
23
24
25 26
27
28 29 30 31
AN AP
AQ
AR
AS
AT
AN
U
V W X Y Z BA
22
23
24
25 26
27
28 29 30 31
AP
AQ
AR
AS
AT
U
V W X Y Z BA
153'-1 7/8"153'-1 7/8"
158'-2 5/8"158'-2 5/8"
162'-2 3/4"162'-2 3/4"
166'-2 7/8"166'-2 7/8"
170'-3"170'-3"
174'-3 1/8"174'-3 1/8"
178'-3 1/4"178'-3 1/4"
182'-3 3/8"182'-3 3/8"
198'-3 7/8"198'-3 7/8"
194'-3 3/4"194'-3 3/4"
190'-3 5/8"190'-3 5/8"
186'-3 1/2"186'-3 1/2"
105'-11 7/8" 105'-11 7/8"
101'-11 3/4" 101'-11 3/4"
97'-11 5/8" 97'-11 5/8"
110'-0" 110'-0"
114'-0 1/8" 114'-0 1/8"
118'-0 1/4" 118'-0 1/4"
122'-0 3/8" 122'-0 3/8"
126'-0 1/2" 126'-0 1/2"
110'-0 1/8"
186'-2 1/8"
101'-11 3/4"
190'-10 5/8"
93'-11 1/2" 93'-11 1/2"
94'-3 1/2"
170'-3"
103'-1 7/8"
166'-2 7/8"
104'-2 1/8"
162'-2 3/4"
98'-9 1/8"
162'-2 3/4"
97'-11 5/8"
163'-10 3/8"
96'-8 1/2"
166'-2 7/8"
122'-0 3/8"
188'-1 5/8"
123'-4 1/8"
166'-2 7/8"
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:13:35 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AF1-354 DIMENSIONAL CONTROL AREA 7.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AF1-354
DIMENSIONAL CONTROL AREA 7
ISSUED FOR PERMIT 02/22/2021
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
01
DIMENSIONAL CONTROL AREA 7
1/2" = 1'-0"_XREF
TERMINAL B
2 ISSUED FOR PERMIT 02/22/2021 J TOHILL
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).
SEALANT. SEE ITEM #1 BELOW.
CLOSED-CELL FOAM BACKER ROD
GROUT. SEE ITEM #2 BELOW.
CEMENTITIOUS BOND COAT. SEE ITEM #3 BELOW.
WATERPROOF/CRACK ISOLATION MEMBRANE. SEE ITEM #4 BELOW.
PLYWOOD
ADHESIVE. SEE ITEM #5 BELOW.
EXISTING STEEL DECK
COMPRESSIBLE FILLER MATERIAL
1. SEALANT:
A.MAPESIL™TOREQUAL
2. GROUT:
A. MAPEI ULTRACOLOR PLUS FA OR EQUAL
3. CEMENTITIOUS BOND COAT
A.GRANIRAPID®SYSTEMOREQUAL
4. WATERPROOF/CRACK ISOLATION MEMBRANE:
A.MAPELASTIC®AQUADEFENSEOREQUAL
1) REINFORCING FABRIC
5. ADHESIVE:
A.PLANICRETE®WOREQUAL
C2FS2P2
ANSI
A118.01, 3.7
ISO 13007
ENVIRONMENTAL CLASSIFICATIONS
RES1; COM1
1
4
" THICK ENGINEERED POLISHED TILE
PRODUCTS ASSEMBLY
CEMENTITIOUS BOND COAT: ANSI A118.4 OR
BETTER OR ISO 13007 C2S1 OR BETTER
FLEXIBLEMILDEW–RESISTANTSEALANT:ANSI
A118.01, 3.7 AND ASTM C920
VIEWNUMBER
VIEWTITLE
ViewportScale
VIEWNUMBER
ViewportScale
A118.4HF,
A118.11,
A118.15HF
MINIMUM PERFORMANCE REQUIREMENTS
FROM TCNA GUIDELINES
A118.10,
A118.12
NOTES:
1. REFER TO SPECIFICATION SECTION 090565 FOR FLOOR PREPARATION
AND SECTION 093010 FOR ENGINEERED STONE TILE INFORMATION.
2. AFTER REMOVAL OF EXISTING CARPET, PREP FLOOR WITH
MAPEI-PRIMER X OR EQUAL PRODUCT.
3. APPLY SELF-LEVELING COMPOUND, MAPEI ULTRA PLAN 1 PLUS OR
EQUAL PRODUCT.
4. SET TILING WITH MAPEI GRANI-RAPID SYSTEM OR EQUAL PRODUCT.
5. PROVIDE MAPEI ULTRA COLOR PLUS FA-GROUT. COLOR TO BE
DETERMINED.
EXISTING
DOOR
SCHLUTER SCHIENE TRANSITION
EXISTING CARPET
STRUCTURAL
CONCRETE
SLAB
1
4
" THICK ENGINEERED
POLISHED TILE
PREP FLOOR WITH
LEVELING COMPOUND
BEFORE TILE
INSTALLATION
VIEWNUMBER
VIEWTITLE
ViewportScale
2-1/4"
SYSTEM WIDTH
PAN &
BLOCKOUT
INFILL
SEALANT AND
BACKER ROD
ALUMINUM
EDGE FRAME
ALUMINUM PAN
1
4
" DIAMETER X 2-1/4' LONG
THREADED CONCRETE
ANCHOR SPACED AT 18" O.C.
CENTER BAR SPACED
AT 18" O.C.
1
4
" DIAMETER
BOLT AND NUT
SPACED AT 36'
O.C.
NOTES:
1. TOTAL THERMAL MOVEMENT CAPABILITY OF 2-INCHES.
2. COMPONENT POLYURETHANE SEALANT IS 1-1/4".
3. EXPANSION JOINT COVER BASIS OF DESIGN: NESTROM EJ-FLP-2OOW SERIES.
4. "A" MINIMUM DIMENSION: 1".
5. "A" MID DIMENSION: 2".
6. "A" MAXIMUM DIMENSION: 4".
7. SYSTEM WITDH: 10-13/16".
"A"
1-3/8"5-3/8"
1
4
" THICK
ENGINEERED
POLISHED TILE
VIEWNUMBER
VIEWTITLE
ViewportScale
VIEWNUMBER
ViewportScale
NOTES:
1. TOTAL THERMAL MOVEMENT CAPABILITY OF 2-INCHES.
2. COMPONENT POLYURETHANE SEALANT IS
5
8
".
3. EXPANSION JOINT COVER BASIS OF DESIGN: NESTROM EJ-FLP-2OOW SERIES.
4. "A" MINIMUM DIMENSION: 5/8".
5. "A" MID DIMENSION: 2".
6. "A" MAXIMUM DIMENSION: 3".
7. SYSTEM WITDH: 6-7/16".
1
4
" DIAMETER BOLT
AND NUT SPACED
AT 36' O.C.
ALUMINUM
PAN
ALUMINUM EDGE
FRAME PAN
1
4
" DIAMETER X 2-1/4' LONG
THREADED CONCRETE ANCHOR
SPACED AT 18" O.C.
1
4
" DIAMETER X 2-1/4'
LONG THREADED
CONCRETE ANCHOR
SPACED AT 15" O.C.
PAN AND
BLOCK OUT
INFILL
SEALANT AND BACKER ROD
1
4
" THICK ENGINEERED
POLISHED TILE
SYSTEM WIDTH
2-1/4"
VIEWNUMBER
VIEWTITLE
ViewportScale
VIEWNUMBER
ViewportScale
SCHLUTER
SCHIENE
TRANSITION
℄
EXISTING
DOOR
EXISTING
TILE
EXISTING
CONCRETE SLAB
PREP FLOOR WITH
LEVELING
COMPOUND BEFORE
TILE INSTALLATION
1
4
" THICK
ENGINEERED
POLISHED TILE
NOTES:
1. REFER TO SPECIFICATION SECTION 090565 FOR FLOOR PREPARATION
AND SECTION 093010 FOR ENGINEERED STONE TILE INFORMATION.
2. AFTER REMOVAL OF EXISTING CARPET, PREP FLOOR WITH
MAPEI-PRIMER X OR EQUAL PRODUCT.
3. APPLY SELF-LEVELING COMPOUND, MAPEI ULTRA PLAN 1 PLUS OR
EQUAL PRODUCT.
4. SET TILING WITH MAPEI GRANI-RAPID SYSTEM OR EQUAL PRODUCT.
5. PROVIDE MAPEI ULTRA COLOR PLUS FA-GROUT. COLOR TO BE
DETERMINED.
VIEWNUMBER
VIEWTITLE
ViewportScale
℄
EXISTING
DOOR
SCHLUTER
RENO RAMP
EXISTING CONCRETE
SLAB
PREP FLOOR WITH
LEVELING
COMPOUND BEFORE
TILE INSTALLATION
1
4
" THICK
ENGINEERED
POLISHED TILE
NOTES:
1. REFER TO SPECIFICATION SECTION 090565 FOR FLOOR PREPARATION
AND SECTION 093010 FOR ENGINEERED STONE TILE INFORMATION.
2. AFTER REMOVAL OF EXISTING CARPET, PREP FLOOR WITH
MAPEI-PRIMER X OR EQUAL PRODUCT.
3. APPLY SELF-LEVELING COMPOUND, MAPEI ULTRA PLAN 1 PLUS OR
EQUAL PRODUCT.
4. SET TILING WITH MAPEI GRANI-RAPID SYSTEM OR EQUAL PRODUCT.
5. PROVIDE MAPEI ULTRA COLOR PLUS FA-GROUT. COLOR TO BE
DETERMINED.
VIEWNUMBER
VIEWTITLE
ViewportScale
A B C D
C.I.P. No.
C.O.H. No.
A.I.P. No.
D.O.A No.
3 3
DESIGNER PROJECT No.:
PROJECT STATUS:
No. DESCRIPTION
REVISIONS
DATE BY
2
2
DESIGNER:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
APPROVAL DATE:
DIRECTOR
of
HOUSTON AIRPORT SYSTEM
Review/ Approval Category
----
1 1
SHEET NAME:
SHEET No.
A
B C D
SCALE:
SHEET SIZE: 22"x34" ANSI‐D
OLD DOA No. :
DOA DWG FILE:
PLOT DATE: 10 May 2021 2:13:45 PM
FILE PATH:
F:\2020\20-03 HAS_IAH TB AND TC CARPET REPLACEMENT\DWGS\AF5-400 FLOOR DETAILS.DWG
IAH TB SKYWAY STATION CARPET
REPLACEMENT
FLOOR REPLACEMENT ELEVATED TRAIN STOPS -
2800 N TERMINAL ROAD , HOUSTON, TX 77032
ARCHITECTS
20-03
11767 KATY FREEWAY SUITE 430
HOUSTON, TEXAS 77079 - 713-482-2338
IFC
CONSTRUCTION DOCUMENTS
1
Issued for Permit
11/09/2020
JT
05-10-2021
AF5-400
FLOOR DETAILS
2 REISSUED FOR PERMIT 01/13/2021 JTOHILL
JOHN TOHILL
JT
NA
05/10/2021
AS SHOWN
03
ELEVATOR FLOOR STEEL DECK DETAIL
3" = 1'-0"_XREF
06
TILE TO CARPET TRANSITION DETAIL
3" = 1'-0"_XREF
01
DETAIL AT EXPANSION JOINTS COVERS
3" = 1'-0"_XREF
02
DETAIL AT FLOOR TO WALL EXPANSION JOINT COVER
3" = 1'-0"_XREF
04
DETAIL AT FLOORING TO EXISTING FLOOR TRANSITION
3" = 1'-0"_XREF
05
DETAIL AT FLOORING TO SLAB TRANSITION
3" = 1'-0"_XREF
TERMINAL B
3 REISSUED FOR PERMIT 05/10/2021 JTOHILL
05/13/2021
REVIEWED / NO EXCEPTIONS TAKEN
The drawings & supporting documents submitted for
permit review meet the design intent, and to the best of
our knowledge, appear to be in compliance with current
HAS approved standards.
Performance and approval of this review does not
waive, nor relieve the applicant from full responsibility
& liability to conform and comply with all applicable
standards, codes and regulations from all Authorities
Having Jurisdiction (AHJ).