LAL_Hold_Room_Addendum_2_Drawings_8-14-26.pdf
PDF 972 KB Posted
- Attached to
- Terminal Hold Room Expansion
- Solicitation number
- 2026-ITB-085
- Issued by
- Polk County, Florida
About this file
This addendum document provides updated architectural drawings and design specifications for the Terminal Hold Room Expansion project at Lakeland Linder International Airport in Lakeland, Florida, issued as Addendum 2 on August 14, 2026. The project encompasses construction of a modular building addition comprising approximately 5,370 square feet that includes a 3,988 square foot departure lounge, men's and women's restrooms (132 square feet each), a family restroom (95 square feet), a SARA room (86 square feet), janitor closet (25 square feet), electrical closet (111 square feet), mechanical and break room spaces, and associated corridors and circulation areas. The design is organized in eight modular sections (Modules A through H) configured in a linear arrangement with clear dimensional specifications for each component. The facility incorporates accessibility compliance features, including designated clearances, grab bars, changing stations, and compliant restroom layouts. A children's play area and pet relief area are included as owner-furnished installations. The project requires connection to the existing terminal building through a transition wing wall at the interface, with particular attention to weather-tight envelope integrity and differential movement accommodation between the existing structure and new modular addition. The drawings establish architectural intent for floor plans, reflected ceiling plans, building sections, door and window schedules, and comprehensive signage and wayfinding specifications with interior and exterior signage types, mounting heights, and design standards compliant with ADA Accessibility Guidelines.
The modular building manufacturer bears responsibility for delegated design elements including final structural systems, floor and roof assemblies, wall construction details, mechanical and electrical routing, foundation design, stair and ramp configurations, and all engineering calculations and sealed shop drawings. The project must comply with the 2023 Florida Building Code (8th Edition), Florida Accessibility Code, and energy conservation requirements specifying minimum thermal resistance values for wall assemblies (R-19), floor systems (R-30), and roof assemblies (R-38). The exterior wall system consists of cold-formed metal stud framing with stucco finish to match existing terminal conditions, while the roof incorporates either standing seam metal or single-ply membrane roofing systems. Finished floor elevation aligns at 100 feet with the existing building, and the finished first floor height is established at 9 feet zero inches in most spaces with 7 feet 6 inches in designated areas. All interior dimensions are measured from the finish face of walls, and the contractor must coordinate with existing building conditions, perform partial demolition as required for utility connections, and patch all penetrations and damaged areas to maintain material consistency.
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Text version
UP
UP
A-201
A-201 4
A-201
A-2013
A-301
A-301
MODULE A
12'-0"
MODULE B
12'-0"
MODULE C
12'-0"
MODULE D
12'-0"
111 SF
ELECTRICAL
CLOSET
132 SF
MEN'S
132 SF
WOMEN'S
95 SF
FAMILY
RESTROOM
86 SF
S.A.R.A
3,988 SF
DEPARTURE
LOUNGE
25 SF
JANITOR
147.1
EXISTING
BUILDING
NEW
ADDITION
10'-0" 2'-0" 10'-0" 2'-0" 10'-0" 8"
48'-0" 50'-0" 12'-0 1/8"
M O
D U
L E
G
M O
D U
L E
F
M O
D U
L E
E
3213-13
3214-13
0771-26
0771-26
0771-26
M O
D U
L E
H
5'-0" 14'-0" 5'-0"
/8
/2
/2
/2
/8
C L E
A R
5'-0"
1028-20
1246-01
0921-16
1028-21
1028-22
10'-0" 6'-0" 3'-4" 2'-0" 10'-0" 2'-0" 10'-0" 1'-8 1/4"
W1W1W1
W1W1
DEPARTURE
LOUNGE
MECHANICAL
BREAK
ROOM
ELECTRICAL
CLEAR
4'-0"
1028-23
1028-23
1028-23
W1
13'-4"
98'-0" 12'-0 1/8"
2" EJ
2'-0" V.I.F.
2" EJ
10" V.I.F.
C L E
A R
M
IN
0746-47
0795-13
0795-13
0241-06
10 1/4" 1'-11 1/2"
2'-9 3/4"
A-601
A-601
FLOOR PLAN GENERAL NOTES:
1. FLOOR PLANS ARE PROVIDED TO ESTABLISH PROGRAM REQUIREMENTS,SPACE
CONFIGURATION,OCCUPANCY,LIFE SAFETY,ACCESSIBILITY,AND DESIGN INTENT
ONLY. FINAL MODULE CONFIGURATION, WALL THICKNESS, STRUCTURAL
SYSTEMS, MEP ROUTING,AND CONSTRUCTION DETAILS SHALL BE PROVIDED BY
THE MODULAR BUILDING MANUFACTURER AS PART OF THE DELEGATED DESIGN.
2. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON SITE PLAN = 100'-0" ON
ARCHITECTURAL DRAWINGS.
3. FIELD VERIFY DIMENSIONS, BRING DISCREPANCIES TO THE ATTENTION OF THE
ARCHITECT/ENGINEER FOR FINAL DECISION.
4. COLUMN LOCATIONS AND GRIDLINES ARE PROVIDED FOR GENERAL
REFERENCE AND GRAPHICAL REPRESENTATION OF THE DESIGN INTENT ONLY.
FINAL COLUMN LOCATIONS, STRUCTURAL GRID SPACING, MODULE
CONFIGURATION, FRAMING SYSTEMS, AND STRUCTURAL SUPPORT
REQUIREMENTS SHALL BE DETERMINED BY THE MODULAR BUILDING
MANUFACTURER AS PART OF THE DELEGATED DESIGN.
5. INTERIOR DIMENSIONS ARE FROM FINISH FACE OF WALLS (I.E. GYPSUM
WALLBOARD OR CMU), UNLESS NOTED OTHERWISE.
6. FINISH FLOOR ELEVATIONS ARE TO THE TOP OF FINISHED FLOOR, UNLESS
NOTED OTHERWISE.
7. REFERENCE SHEET G-011 AND G-021 FOR CODE, FIRE RATING, AND
SEPARATION REQUIREMENTS.
8. EXPOSED STRUCTURAL COLUMNS, BRACING, BEAMS, AND OTHER
STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHIN FINISHED INTERIOR
SPACES. PROVIDE FURRING, GYPSUM WALLBOARD ENCLOSURES, AND
FINISHED SURFACES AS REQUIRED TO CONCEAL STRUCTURAL MEMBERS AND
MAINTAIN THE ARCHITECTURAL DESIGN INTENT.
9. PARTIAL DEMOLITION OF THE EXISTING BUILDING IS REQUIRED TO
ACCOMMODATE THE CONNECTION OF NEW UTILITY SYSTEMS TO EXISTING
SYSTEMS. REFER TO THE MEP AND FIRE PROTECTION DRAWINGS FOR
RELATED DEMOLITION AND COORDINATION REQUIREMENTS.
10. PATCH AND REPAIR EXISTING CONSTRUCTION INDICATED TO REMAIN (WALLS,
DOORS, CEILINGS, FLOORS, ETC.) DAMAGED DURING DEMOLITION OR
CONSTRUCTION ACTIVITIES. REPAIRS OR REPLACEMENTS MUST BE DURABLE,
SEAMLESS, AND MATCH THE EXISTING MATERIAL.
11.PATCH FLOOR AND WALL PENETRATIONS CAUSED BY DEMOLITION ACTIVITIES,
IN A MANNER THAT IS CONSISTENT WITH THE EXISTING FLOOR AND WALL
CONSTRUCTION AND FINISH.
12.COORDINATE THE INSTALLATION OF OWNER-SUPPLIED EQUIPMENT.
REFERENCE PLANS, SPECS, AND INTERIOR ELEVATIONS FOR SPECIFIC
EQUIPMENT REQUIREMENTS.
13.PROVIDE BLOCKING, NAILERS, FURRING, AND SIMILAR CONCEALED SUPPORT
FOR THE PROPER INSTALLATION OF CASEWORK, TOILET ROOM
ACCESSORIES, TOILET PARTITIONS AND OTHER MISCELLANEOUS ITEMS.
14.RECESSED CABINETS, PANELS, BOXES, ETC. LOCATED IN FIRE-RATED
PARTITIONS SHALL BE INSTALLED IN A MANNER WHICH MAINTAINS THE FIRE
RATED CONSTRUCTION.
15. COLD-FORMED STEEL FRAMED ASSEMBLIES SHOWN ON THE DRAWINGS ARE
DELEGATED DESIGN ELEMENTS. DESIGN, ENGINEERING, CONNECTIONS,
BRACING, AND DETAILS NOT SPECIFICALLY SHOWN SHALL BE PROVIDED BY
THE MANUFACTURER'S OR CONTRACTOR'S FLORIDA-LICENSED
PROFESSIONAL ENGINEER. SUBMIT SIGNED AND SEALED CALCULATIONS AND
SHOP DRAWINGS DEMONSTRATING COMPLIANCE WITH THE CONTRACT
DOCUMENTS, APPLICABLE BUILDING CODE REQUIREMENTS, AND TECHNICAL
SPECIFICATION SECTION 05 40 00.
16. EXPANSION JOINT SYSTEM SHALL ACCOMMODATE DIFFERENTIAL MOVEMENT,
THERMAL MOVEMENT, AND SETTLEMENT WHILE MAINTAINING A CONTINUOUS
WEATHER- TIGHT BUILDING ENVELOPE.
17. CHILDREN'S PLAY AREA SHOWN FOR REFERENCE. ALL PLAY EQUIPMENT,
INTERACTIVE ELEMENTS, FURNISHINGS, AND ASSOCIATED ACCESSORIES SHALL
BE PROVIDED AND INSTALLED BY OTHERS UNDER SEPARATE CONTRACT.
0241-02
0241-03
0241-04
H
E
IG
H T
A P
P R
O X
N E
W O
P E
N
IN
G
W
ID
E A
P P
R O
X
DEPARTURE
LOUNGE
MECHANICAL
BREAK
ROOM
ELECTRICAL
V .I .F
0241-05
PLAN LEGEND:
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONSTRUCTION TO BE DEMOLISHED, TYP
(U.N.O.)
EXISTING DOOR TO REMAIN
DOOR, FRAME, AND HARDWARE TO BE
DEMOLISHED COMPLETE, TYP (U.N.O.)
NEW CONSTRUCTION
NEW DOOR
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
Mead & Hunt, Inc.
4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com
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FLOOR PLAN
NOT FOR CONSTRUCTION
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KEYED NOTES
0241-02 EXISTING DOOR AND FRAME TO REMAIN, PROTECT FROM DAMAGE
0241-03 REMOVE EXISTING EXTERIOR CEMENT PLASTER OVER METAL STUD WALL
SYSTEM AS REQUIRED FOR NEW OPENING
0241-04 REMOVE EXISTING RAMP AND ALL OF ITS COMPONENTS, EXCEPT TOP
LANDING. PREPARE AREA FOR NEW WORK. REFER TO CIVIL DWGS
0241-05 EXISTING RAMP LANDING TO REMAIN. PROTECT FROM DAMAGE. REFER TO
CIVIL DWGS
0241-06 PROPOSED CONCRETE STAIR AND LANDING, REFER TO CIVIL DWGS
0746-47 TRANSITION WING WALL: PROVIDE WING WALL AT INTERFACE BETWEEN
EXISTING TERMINAL BUILDING AND NEW MODULAR ADDITION. WING WALL
SHALL PROVIDE A WEATHER-TIGHT ENCLOSURE, CONCEAL GAPS BETWEEN
STRUCTURES, AND MAINTAIN CONTINUITY OF THE EXTERIOR BUILDING
ENVELOPE. WALL CONSTRUCTION, ATTACHMENT DETAILS,
WATERPROOFING, AND MOVEMENT JOINTS SHALL BE COORDINATED TO
ACCOMMODATE ANTICIPATED DIFFERENTIAL MOVEMENT BETWEEN THE
EXISTING BUILDING AND MODULAR STRUCTURE WHILE MAINTAINING A
WEATHER-TIGHT ENCLOSURE. COORDINATE DIMENSIONS, ATTACHMENT
METHODS, FLASHING, SEALANTS, AND FINISHES WITH EXISTING BUILDING
CONDITIONS.
1/8" = 1'-0"1
FLOOR PLAN
1/8" = 1'-0"2
DEMOLITION FLOOR PLAN
07/16/26 BID DOCUMENTS
A 08/10/26 ADDENDUM 1
B 08/14/26 ADDENDUM 2
KEYED NOTES
0771-26 PRE-FINISHED METAL CONDUCTOR HEAD AND DOWNSPOUT SYSTEM WITH
SPLASHBLOCK, TYP
0795-13 PROVIDE PRE-MANUFACTURED 2" EXPANSION JOINT SYSTEM AT INTERFACE
BETWEEN NEW MODULAR BUILDING AND EXISTING TERMINAL. PROVIDE
COMPLETE EXPANSION JOINT COVER SYSTEM, WEATHER BARRIER,
FLASHING, INSULATION, AND ACCESSORIES REQUIRED TO ACCOMMODATE
DIFFERENTIAL MOVEMENT AND MAINTAIN A WEATHERTIGHT BUILDING
ENVELOPE
0921-16 LOW PARTITION WALL PROVIDED TO DEFINE CHILDREN'S PLAY AREA
1028-20 HI/LOW ELECTRIC WATER COOLER WITH BOTTLE FILL, REFER TO PLUMBING
SCHEDULE
1028-21 MOP SERVICE BASIN
1028-22 ADULT CHANGING STATION
1028-23 PROVIDE COMPLETE TOILET ROOM CONSTRUCTION AND ACCESSORIES,
INCLUDING PLUMBING FIXTURES, TOILET ACCESSORIES, GRAB BARS,
MIRRORS, CHANGING STATIONS, ACCESSIBILITY CLEARANCES, MOUNTING
HEIGHTS, BACKING, AND ALL RELATED COMPONENTS REQUIRED FOR A
COMPLETE AND CODE-COMPLIANT INSTALLATION. REFER TO TECHNICAL
SPECIFICATIONS AND SHEET A-401 FOR ADDITIONAL INFORMATION. COMPLY
WITH CONTRACT DOCUMENTS, FLORIDA ACCESSIBILITY CODE, AND ALL
APPLICABLE BUILDING CODE REQUIREMENTS. FINAL LAYOUT, ACCESSORY
LOCATIONS, AND MOUNTING DETAILS SHALL BE COORDINATED BY THE
MODULAR BUILDING MANUFACTURER AS PART OF THE DELEGATED DESIGN
AND REVIEWED BY A/E
A
A A
A
A
KEYED NOTES
1246-01 CHILDREN'S PLAY AREA. ALL PLAY EQUIPMENT, FURNITURE, THEMING
ELEMENTS, AND RELATED ACCESSORIES TO BE PROVIDED AND INSTALLED
AS PART OF FUTURE OWNER-FURNISHED INSTALLATION.
3213-13 NEW LANDING AND STAIRS. STAIR GEOMETRY, LANDINGS, HANDRAILS,
GUARDRAILS, STRUCTURAL SUPPORTS, CONNECTIONS, AND FOUNDATIONS
SHALL BE PROVIDED BY THE MODULAR BUILDING MANUFACTURER AS PART
OF THE DELEGATED DESIGN. DESIGN SHALL COMPLY WITH APPLICABLE
BUILDING CODE, LIFE SAFETY, AND MAINTENANCE ACCESS REQUIREMENTS.
3214-13 NEW FLORIDA ACCESSIBILITY CODE COMPLIANT ACCESS RAMP. RAMP
LAYOUT IS CONCEPTUAL AND PROVIDED TO ESTABLISH ACCESSIBILITY
REQUIREMENTS AND DESIGN INTENT. THE MODULAR BUILDING
MANUFACTURER SHALL DESIGN, ENGINEER, FABRICATE, AND INSTALL THE
ACCESS RAMP, INCLUDING ALL STRUCTURAL COMPONENTS, HANDRAILS,
GUARDS, LANDINGS, CONNECTIONS, AND FOUNDATIONS REQUIRED FOR A
COMPLETE AND CODE-COMPLIANT INSTALLATION.
B
B
GYP
9'-0"
GYP
9'-0"
GYP
9'-0"
GYP
9'-0"
GYP
9'-0"
DEPARTURE
LOUNGE
MEN'S
JANITOR
WOMEN'S
FAMILY
RESTROOM
S.A.R.A
ELECTRICAL
CLOSET
ACP-1
9'-0"
ACP-1
7'-6"
0746-16
EXISTING
BUILDING
NEW
ADDITION
GYP
9'-0"
GYP
7'-6"
0795-13B
A-301
CEILING PLAN GENERAL NOTES:
1. SEE ROOM FINISH SCHEDULE FOR FLOOR AND WALL FINISHES.
2. RECESSED LIGHTS, SPRINKLERS, FIRE DETECTION EQUIPMENT, OCCUPANCY
SENSORS, ETC. SHALL BE CENTERED IN THE TILES UNLESS NOTED
OTHERWISE.
3. CENTER CEILING GRIDS IN SPACE UNLESS NOTED OTHERWISE.
4. PARTIAL DEMOLITION OF THE EXISTING CEILING IS REQUIRED TO
ACCOMMODATE THE CONNECTION OF NEW UTILITY SYSTEMS TO EXISTING
SYSTEMS. REFER TO THE MEP AND FIRE PROTECTION DRAWINGS FOR
RELATED DEMOLITION AND COORDINATION REQUIREMENTS.
2' x 2' SUSPENDED CEILING GRID
LIGHT FIXTURE (RECESSED MOUNTED)
GYPSUM BOARD CEILING/
PORTLAND CEMENT PLASTER (PAINTED)
LIGHT FIXTURE (SURFACE MOUNTED)
SUPPLY AIR DIFFUSER
RETURN AIR DIFFUSER / EXHAUST GRILL
LIGHT FIXTURE (RECESSED CAN)
LIGHT FIXTURE (SURFACE MOUNTED)
EXHAUST FAN
LIGHT FIXTURE (SUSPENDED)
LIGHT FIXTURE (SUSPENDED)OR
CEILING PLAN LEGEND: SEE ELECTRICAL FOR
EXACT FIXTURE MODEL
LIGHT FIXTURE (RECESSED MOUNTED 4" WIDE OR LESS)
8"6"
CEILING RECEPTACLES
CEILING OCCUPANCY SENSOR
CEILING FIRE ALARM DEVICES
CEILING MASS NOTIFICATION DEVICE
CEILING SPEAKER
SPRINKLER HEADS
CEILING SECURITY STRODE
CEILING CAMERA
LIGHT FIXTURE (RECESSED MOUNTED)OR
XX-X
X'-X" ELEVATION ABOVE FINISHED FLOOR
CEILING TYPE
CEILING TYPE TAG
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
Mead & Hunt, Inc.
4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com
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REFLECTED CEILING
PLAN
NOT FOR CONSTRUCTION
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1/8" = 1'-0"1
REFLECTED CEILING PLAN
KEYED NOTES
0746-16 ALUMINUM SOFFIT SYSTEM, TYP.
0795-13 PROVIDE PRE-MANUFACTURED 2" EXPANSION JOINT SYSTEM AT INTERFACE
BETWEEN NEW MODULAR BUILDING AND EXISTING TERMINAL. PROVIDE
COMPLETE EXPANSION JOINT COVER SYSTEM, WEATHER BARRIER,
FLASHING, INSULATION, AND ACCESSORIES REQUIRED TO ACCOMMODATE
DIFFERENTIAL MOVEMENT AND MAINTAIN A WEATHERTIGHT BUILDING
ENVELOPE 07/16/26 BID DOCUMENTS
A 08/10/26 ADDENDUM 1
B 08/14/26 ADDENDUM 2
A
A
A
FIRST FLOOR
100'-0"
T.O PARAPET
115'-6"
B.O. LOW ROOF
109'-7"
B.O.HIGH ROOF
112'-8"
T.O APRON
98'-6"
A-301
0756-01
0724-01
0771-24
EXISTING
BUILDING
NEW
ADDITION
2374-16
1331-01
0771-26
0746-46
0420-01
2'-4"
0746-47
0795-13
FIRST FLOOR
100'-0"
T.O PARAPET
115'-6"
B.O. LOW ROOF
109'-7"
B.O.HIGH ROOF
112'-8"
T.O APRON
98'-6"
0724-01
0746-46
0746-16
0741-14
0771-24
0756-012374-16
3213-131331-01
BUILDING SECTIONS GENERAL NOTES:
1. BUILDING SECTIONS ARE DIAGRAMMATIC AND PROVIDED TO ESTABLISH
VERTICAL RELATIONSHIPS, CLEARANCES, AND DESIGN INTENT. FINAL
STRUCTURAL SYSTEMS, FOUNDATION, FLOOR ASSEMBLIES, ROOF ASSEMBLIES,
AND CONNECTION DETAILS SHALL BE PROVIDED BY THE MODULAR BUILDING
MANUFACTURER.
2. THE BUILDING EXTERIOR ENVELOPE IS TO BE DESIGNED TO COMPLY WITH
REQUIREMENTS OF THE 2023 FBC ENERGY CONSERVATION CODE (8TH EDITION)
FOR THE ENVELOPE COMPONENTS, ZONE LOCATION, AND ASSOCIATED R-
VALUES / U-FACTORS.
3. REFER TO THE ARCHITECTURAL FLOOR PLANS AND EXTERIOR ELEVATIONS
FOR WINDOW, LOUVER, AND DOOR TYPE DESIGNATIONS.
4. PROVIDE FLASHING AT ALL HORIZONTAL OBSTRUCTIONS IN WALL CAVITIES.
5. SUBGRADE ITEMS, (SUCH AS FOUNDATION SUPPORTS, EARTH, GRAVEL,
BACKFILL, ETC.) ARE SHOWN FOR GENERAL INTENT ONLY.
EXISTING GUTTER SYSTEM AND METAL
FLASHING. COORDINATE WITH NEW
CONSTRUCTION
ROOF MEMBRANE SYSTEM (RS-02 )
ROOF EXPANSION JOINT COVER SYSTEM
AS PER MANUFACTURER REQUIREMENTS
NEW EXTERIOR TRANSITION WING WALL
ASSEMBLY BELOW EXISTING SOFFIT SYSTEM
AND BETWEEN CONNECTION OF EXISTING
BUILDING AND NEW BUILDING ADDITION
EXISTING SOFFIT SYSTEM - CEMENT
PLASTER "STUCCO" OVER EXTERIOR
SHEATHING AND METAL STUD FRAMING.
COORDINATE WITH NEW CONSTRUCTION
EXISTING
BUILDING
NEW
ADDITION
COMPRESSIBLE BATT INSULATION
MECHANICALLY FASTENED IN PLACE
CONTINUOUS ROOF COUNTER FLASHING
ROOF FRAMING AND STRUCTURE
BY MODULAR BUILDING MANUFACTURER
EJ
2"
SLOPE
EXISTING FASCIA TRIM PANEL OVER
WOOD BLOCKING. COORDINATE WITH
NEW CONSTRUCTION
CONTINUOUS PT WOOD BLOCKING AS REQUIRED
TOW
108' - 10"8'-10" V.I.F.
B.O. SOFFIT
NEW ACOUSTICAL CEILING TILE SYSTEM,
REFER TO ROOM FINISH SCHEDULE
CEILING EXPANSION JOINT COVER SYSTEM
AS PER MANUFACTURER REQUIREMENTS
NEW GYPSUM BOARD FRAMED CEILING,
REFER TO ROOM FINISH SCHEDULE
EXISTING CEILING AT
10'-0" A.F.F.
EXISTING GYPSUM BOARD OVER
METAL STUD FRAMING. COORDINATE
WITH NEW CONSTRUCTION
EXISTING GUTTER SYSTEM AND METAL
FLASHING TO REMAIN. PROTECT FROM
DAMAGE AND COORDINATE WITH NEW
CONSTRUCTION
EXISTING SOFFIT SYSTEM - CEMENT PLASTER
"STUCCO" OVER EXTERIOR SHEATHING AND
METAL STUD FRAMING. PARTIALLY REMOVE AS
REQUIRED FOR NEW WORK AND EXPANSION
JOINT INSTALLATION. COORDINATE AS
REQUIRED WITH NEW CONSTRUCTION
EXISTING
BUILDING
NEW
ADDITION
EXISTING FASCIA TRIM PANEL OVER
WOOD BLOCKING. PROTECT FROM
DAMAGE. PARTIALLY REMOVE AS REQUIRED
FOR NEW WORK AND EXPANSION JOINT
INSTALLATION. COORDINATE AS REQUIRED
WITH NEW CONSTRUCTION
REMOVE EXISTING EXTERIOR CEMENT
PLASTER "STUCCO" OVER EXTERIOR
SHEATHING AND METAL STUD FRAMING WALL
SYSTEM AS REQUIRED FOR NEW OPENING.
COORDINATE EXISTING STRUCTURAL STEEL
FRAMING AS REQUIRED WITH OPENING
EXTENTS AND NEW CONSTRUCTION
TOW
108' - 10"
V
.I .F
8'-10" V.I.F.
B.O. SOFFIT
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
Mead & Hunt, Inc.
4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com
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NOT FOR CONSTRUCTION
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1/8" = 1'-0"1
BUILDING SECTION
1/8" = 1'-0"2
BUILDING SECTION
KEYED NOTES
0420-01 EXTERIOR WALL SYSTEM (EWS-01): PROVIDE CONTINUOUS PERIMETER
WALL ENCLOSURE (SKIRT WALL) BELOW MODULAR BUILDING. CONCRETE
MASONRY UNIT VENEER TO MATCH EXISTING TERMINAL BUILDING, TYP.
0724-01 MODULAR FLOOR ASSEMBLY CONSISTING OF STRUCTURAL STEEL FRAMING
WITH COMPOSITE CONCRETE DECKING PANEL FLOOR SYSTEM. FLOOR
SYSTEM SHALL BE DESIGNED BY THE MODULAR BUILDING MANUFACTURER
AND COORDINATED WITH FOUNDATIONS TO ALIGN FINISHED FLOOR
ELEVATION WITH THE ADJACENT EXISTING TERMINAL BUILDING. PROVIDE
ALL REQUIRED FRAMING, INSULATION, UNDERLAYMENT, AND FINISHED
FLOORING AS PART OF THE DELEGATED MODULAR BUILDING DESIGN.
FLOOR ASSEMBLY SHALL PROVIDE A MINIMUM THERMAL RESISTANCE OF
R-30 AND COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE
0741-14 ROOFING SYSTEM (RS-01): STANDING SEAM METAL ROOF SYSTEM. ROOF
SYSTEM SHALL BE DESIGNED AS PART OF THE MODULAR BUILDING
MANUFACTURER'S DELEGATED DESIGN
0746-16 ALUMINUM SOFFIT SYSTEM, TYP.
0746-46 EXTERIOR WALL SYSTEM (EWS-02): MODULAR BUILDING MANUFACTURER
TO PROVIDE EXTERIOR WALL ASSEMBLY CONSISTING OF COLD-FORMED
METAL STUD FRAMING, INTERIOR GYPSUM WALLBOARD, EXTERIOR
SHEATHING, WEATHER-RESISTIVE/VAPOR-RETARDER BARRIER,
INSULATION, LATH, AND STUCCO FINISH SYSTEM. WALL ASSEMBLY SHALL
PROVIDE A MINIMUM THERMAL RESISTANCE OF R-19 AND COMPLY WITH
THE FLORIDA ENERGY CONSERVATION CODE. FINAL WALL THICKNESSES,
FRAMING MEMBERS, INSULATION TYPES, VAPOR-RETARDER
REQUIREMENTS, ATTACHMENT METHODS, AND COMPLETE WALL ASSEMBLY
DESIGN SHALL BE PROVIDED BY THE MODULAR BUILDING MANUFACTURER
AS PART OF THE DELEGATED DESIGN
0746-47 TRANSITION WING WALL: PROVIDE WING WALL AT INTERFACE BETWEEN
EXISTING TERMINAL BUILDING AND NEW MODULAR ADDITION. WING WALL
SHALL PROVIDE A WEATHER-TIGHT ENCLOSURE, CONCEAL GAPS BETWEEN
STRUCTURES, AND MAINTAIN CONTINUITY OF THE EXTERIOR BUILDING
ENVELOPE. WALL CONSTRUCTION, ATTACHMENT DETAILS,
WATERPROOFING, AND MOVEMENT JOINTS SHALL BE COORDINATED TO
ACCOMMODATE ANTICIPATED DIFFERENTIAL MOVEMENT BETWEEN THE
EXISTING BUILDING AND MODULAR STRUCTURE WHILE MAINTAINING A
WEATHER-TIGHT ENCLOSURE. COORDINATE DIMENSIONS, ATTACHMENT
METHODS, FLASHING, SEALANTS, AND FINISHES WITH EXISTING BUILDING
CONDITIONS.
0756-01 ROOFING SYSTEM (RS-02): ROOF ASSEMBLY CONSISTING OF STRUCTURAL
ROOF FRAMING, ROOF DECK, INSULATION, UNDERLAYMENT, AND FULLY
ADHERED SINGLE-PLY MEMBRANE ROOFING SYSTEM. PROVIDE COMPLETE
ROOF ASSEMBLY INCLUDING MEMBRANE, INSULATION, COVER BOARD,
FLASHINGS, EDGE METALS, TAPERED INSULATION, AND ACCESSORIES
REQUIRED FOR A WEATHERTIGHT INSTALLATION. FINAL ROOF ASSEMBLY
AND ATTACHMENT DESIGN SHALL BE PROVIDED BY THE MODULAR
BUILDING MANUFACTURER AS PART OF THE DELEGATED DESIGN. ROOF
ASSEMBLY SHALL PROVIDE A MINIMUM THERMAL RESISTANCE OF R-38 AND
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. MEMBRANE
TYPE MAY CONSIST OF TPO, PVC, EPDM, OR APPROVED EQUAL
0771-24 METAL COPING, TYP
0771-26 PRE-FINISHED METAL CONDUCTOR HEAD AND DOWNSPOUT SYSTEM WITH
SPLASHBLOCK, TYP
0795-13 PROVIDE PRE-MANUFACTURED 2" EXPANSION JOINT SYSTEM AT INTERFACE
BETWEEN NEW MODULAR BUILDING AND EXISTING TERMINAL. PROVIDE
COMPLETE EXPANSION JOINT COVER SYSTEM, WEATHER BARRIER,
FLASHING, INSULATION, AND ACCESSORIES REQUIRED TO ACCOMMODATE
DIFFERENTIAL MOVEMENT AND MAINTAIN A WEATHERTIGHT BUILDING
ENVELOPE
1331-01 MODULAR BUILDING FOUNDATION AND SUPPORT SYSTEM SHALL BE
DELEGATED DESIGN BY THE MODULAR BUILDING MANUFACTURER.
PROVIDE MANUFACTURER-DESIGNED PEDESTAL FOUNDATION SYSTEM TO
SUPPORT THE MODULAR BUILDING STRUCTURE. FOUNDATION SYSTEM
SHALL MINIMIZE DISTURBANCE TO THE EXISTING ASPHALT APRON AND
ASSOCIATED AIRFIELD PAVEMENTS. FINAL PEDESTAL LOCATIONS,
FOUNDATION DESIGN, LOAD REQUIREMENTS, AND INSTALLATION METHODS
SHALL BE PROVIDED BY THE MODULAR BUILDING MANUFACTURER AS PART
OF THE DELEGATED DESIGN
2374-16 PACKAGED ROOFTOP AIR-CONDITIONING UNIT, REFER TO MECHANICAL
DWGS
3213-13 NEW LANDING AND STAIRS. STAIR GEOMETRY, LANDINGS, HANDRAILS,
GUARDRAILS, STRUCTURAL SUPPORTS, CONNECTIONS, AND FOUNDATIONS
SHALL BE PROVIDED BY THE MODULAR BUILDING MANUFACTURER AS PART
OF THE DELEGATED DESIGN. DESIGN SHALL COMPLY WITH APPLICABLE
BUILDING CODE, LIFE SAFETY, AND MAINTENANCE ACCESS REQUIREMENTS.
1 1/2" = 1'-0"3
ROOF EXPANSION JOINT DETAIL
07/16/26 BID DOCUMENTS
A 08/10/26 ADDENDUM 1
B 08/14/26 ADDENDUM 2
A
A
A
A
1 1/2" = 1'-0"4
ROOF EXPANSION JOINT DEMO DETAIL
F
FLUSH DOOR
SCHED.
SEE
S E
E S
C H
E D
FG
MEDIUM STILE
ALUMINUM DOOR
SCHED.
SEE
S
E E
S C
H E
D
3 1/2"3 1/2"
/2
F1
S E
E S
C H
E D
2"
SCHED.
SEE 2"
PROVIDE PRE-MANUFACTURED 2"
EXPANSION JOINT SYSTEM AS PER
MANUFACTURER REQUIREMENTS
EXISTING EXTERIOR CEMENT PLASTER
"STUCCO" OVER EXTERIOR SHEATHING AND
METAL STUD FRAMING WALL SYSTEM.
COORDINATE EXISTING NEW CONSTRUCTION
TRANSITION WING WALL. CONSTRUCTION
TYPE TO MATCH EXISTING
MODULAR BUILDING STRUCTURE PER
MODULAR BUILDING MANUFACTURER
PROVIDE PRE-MANUFACTURED 2"
EXPANSION JOINT SYSTEM AS PER
MANUFACTURER REQUIREMENTS
EXISTING EXTERIOR CEMENT PLASTER
"STUCCO" OVER EXTERIOR SHEATHING AND
METAL STUD FRAMING WALL SYSTEM.
COORDINATE EXISTING NEW CONSTRUCTION
TRANSITION WING WALL. CONSTRUCTION
TYPE TO MATCH EXISTING
MODULAR BUILDING STRUCTURE PER
MODULAR BUILDING MANUFACTURER
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
Mead & Hunt, Inc.
4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com
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DOOR AND WINDOW
SCHEDULES
NOT FOR CONSTRUCTION
4667718-261066.01
KB
AM
07/16/2026
MMR
1/4" = 1'-0"1
DOOR TYPES
1/4" = 1'-0"2
FRAME TYPES
07/16/26 BID DOCUMENTS
A 08/10/26 ADDENDUM 1
B 08/14/26 ADDENDUM 2
WINDOW SCHEDULE
MARK QTY.
SIZE
TYPE MATERIAL FINISH GLAZING REMARKSWIDTH HEIGHT
W1 6 10'-0" 6'-0" FIXED ALUM TO MATCH EXISTING GL-01 1" INSULATED GLASS UNIT. BASIS OF DESIGN: VITRO SOLARBAN 70XL OR APPROVED EQUAL
WINDOW SCHEDULE NOTES:
1. REFER TO BUILDING ELEVATIONS ON SHEET A-201 FOR EXTERIOR FINISH SCHEDULE AND ADDITIONAL INFORMATION.
2. REFER TO DIVISION 08 OF TECHNICAL SPECIFICATIONS.
DOOR AND HARDWARE SCHEDULE
DOOR
NUMBER
DOOR FRAME MISCELLANEOUS
REMARKS
LEAF SIZE
TYPE MAT'L
GLAZING
TYPE FINISH TYPE MAT'L FINISH HDWR SETQTY. WIDTH HEIGHT
147 (1) 3'-0" 7'-0" FG MNFR MNFR MNFR HM MNFR SET #1.0
147.1 (1) 3'-0" 7'-0" F HM P F1 HM P SET #2.0
148 (1) 3'-0" 7'-0" F HM P F1 HM P SET #3.0
149 (1) 3'-0" 7'-0" F HM P F1 HM P SET #4.0
150 (1) 3'-0" 7'-0" F HM P F1 HM P SET #5.0
151 (1) 2'-8" 7'-0" F HM P F1 HM P SET #3.0
152 (1) 3'-0" 7'-0" F HM P F1 HM P SET #5.0
153 (1) 3'-0" 7'-0" F HM P F1 HM P SET #2.0
DOOR AND HARDWARE SCHEDULE ABBREVIATIONS
DOOR/FRAME MATERIALS
AL = ALUMINUM
EX = EXISTING OVERHEAD
FR = FABRIC ROLL-UP
FRP = FIBERGLASS REINFORCED PLASTIC
G = GALVANIZED
HM = HOLLOW METAL
PL = PLASTIC ROLL-UP
R = RUBBER ROLL-UP
SS = STAINLESS STEEL
ST = STEEL
WD = WOOD
GLAZING TYPES
E = EXISTING
FG = FIRE GLASS
IN = INSULATED
L = LEXAN MARGARD
P = 1/4" PLATE
S = SAFETY
T = TEMPERED
A
1 1/2" = 1'-0"3
PLAN DETAIL
1 1/2" = 1'-0"4
PLAN DETAIL
A-201
A-201
A-2013
ELECTRICAL
CLOSET
MEN'S
WOMEN'S
FAMILY
RESTROOM
S.A.R.A
DEPARTURE
LOUNGE
JANITOR
E1
E2
E3
E4
E5
E7 E6
SIGN PLAN LEGEND:
SIGN TYPEXX
SIGN TYPEXX
SIGN PLAN LEGEND:
SIGN TYPEXX
SIGN TYPEXX
SIGNAGE PLAN GENERAL NOTES:
1. SEE SIGNAGE DETAILS AND MOUNTING HEIGHTS ON SHEET A-801.
2. SIGNAGE TO COMPLY WITH REQUIREMENTS OF THE AMERICANS WITH
DISABILITIES ACT ACCESSIBILTIY GUIDELINES (ADAAG).
3. USE PRESSURE SENSITIVE ADHESIVE MOUNTING FOR ALL SIGNS ON SMOOTH,
HARD SURFACES.
4. SCREW-ON MOUNTING PER SIGN SYSTEM MANUFACTURER'S DIRECTION ON
TEXTURED SURFACES
5. BRAILLE SHOWN FOR REPRESENTATIONAL PURPOSES ONLY. VERIFY
APPROPRIATE CHARACTERS AND LOCATIONS PRIOR TO FABRICATION.
6. SEE REFLECTED CEILING PLAN FOR ADDITIONAL SIGNAGE LOCATIONS.
7. SIGNS MOUNTED NEXT TO A DOOR SHALL BE MOUNTED ON THE LATCH SIDE
OF THE DOOR.
8. ALL EXTERIOR SIGNAGE AT BUILDING SHALL BE EXTERIOR GRADE, 1 5/8" THICK
9. VERIFY AND COORDINATE ALL SIGNAGE TYPES, ROOM NAMES AND ROOM
NUMBERS WITH GOVERNMENT PRIOR TO FABRICATION
SIGNAGE PLAN GENERAL NOTES:
MEN
1/32" RAISED SYMBOL
7/8" HELVETICA BOLD
UPPER CASE TEXT
6"
BRAILLE SHOWN IS
FOR REPRESENTATION
ONLY, EXACT BRAILLE
FOR NAMES AND NUMBERS
PER SIGN MANUFACTURER,
TYPICAL
/4
/4
/2
/2
/2
- 7/32" HELVETICA MEDIUM
(APPROXIMATELY 15 LETTERS AND/OR SPACES PER LINE)
- COPY: WHITE
- BKGD: COLOR MATCH EXISTING
- DOUBLE FACED TAPE & SILICONE
PP: 6" x 9" x 1/8" INTERIOR ACRYLIC
EQ 2 1/2" EQ
WOMEN
1/32" RAISED SYMBOL
7/8" HELVETICA BOLD
UPPER CASE TEXT
BRAILLE SHOWN IS
FOR REPRESENTATION
ONLY, EXACT BRAILLE
FOR NAMES AND NUMBERS
PER SIGN MANUFACTURER,
TYPICAL
/4
/4 "1
/2
/2
- 7/32" HELVETICA MEDIUM
(APPROXIMATELY 15 LETTERS AND/OR SPACES PER LINE)
- COPY: WHITE
- BKGD: COLOR MATCH EXISTING
- DOUBLE FACED TAPE & SILICONE
PP: 6" x 9" x 1/8" INTERIOR ACRYLIC
6"
FAMILY
1/32" RAISED SYMBOL
7/8" HELVETICA BOLD
UPPER CASE TEXT
BRAILLE SHOWN IS
FOR REPRESENTATION
ONLY, EXACT BRAILLE
FOR NAMES AND NUMBERS
PER SIGN MANUFACTURER,
TYPICAL
/4
/4
/2
/2
- 7/32" HELVETICA MEDIUM
(APPROXIMATELY 15 LETTERS AND/OR SPACES PER LINE)
- COPY: WHITE
- BKGD: COLOR MATCH EXISTING
- DOUBLE FACED TAPE & SILICONE
PP: 6" x 9" x 1/8" INTERIOR ACRYLIC
6"
SIGN TYPE
VARIES
M O
U N
T
IN
G H
E
IG
H T
3"
S.A.R.A
1/32" RAISED SYMBOL
7/8" HELVETICA BOLD
UPPER CASE TEXT
6"
BRAILLE SHOWN IS
FOR REPRESENTATION
ONLY, EXACT BRAILLE
FOR NAMES AND NUMBERS
PER SIGN MANUFACTURER,
TYPICAL
/4
/4
/2
/2
/2
- 7/8" HELVETICA MEDIUM
(APPROXIMATELY 15 LETTERS AND/OR SPACES PER LINE)
- COPY: WHITE
- BKGD: COLOR MATCH EXISTING
- DOUBLE FACED TAPE & SILICONE
PP: 6" x 9" x 1/8" INTERIOR ACRYLIC
PLAY AREA
1/32" RAISED SYMBOL
7/8" HELVETICA BOLD
UPPER CASE TEXT
6"
BRAILLE SHOWN IS
FOR REPRESENTATION
ONLY, EXACT BRAILLE
FOR NAMES AND NUMBERS
PER SIGN MANUFACTURER,
TYPICAL
/4
/4
/2
/2
/2
- 7/32" HELVETICA MEDIUM
(APPROXIMATELY 15 LETTERS AND/OR SPACES PER LINE)
- COPY: WHITE
- BKGD: COLOR MATCH EXISTING
- DOUBLE FACED TAPE & SILICONE
PP: 6" x 9" x 1/8" INTERIOR ACRYLIC
8'-0"
8" 4"
3" 2"2'-0"
GATE
RESTROOM
PLAYAREA
SYMBOL BLUE W/ YELLOW
BACKGROUND
WHITE, 2" HELVETICA
BOLD UPPER CASE TEXT
ARROWS WHITE
8'-0"
8" 4"
3" 2"2'-0"
GATE
SYMBOL BLUE W/ YELLOW
BACKGROUND
WHITE, 2" HELVETICA
BOLD UPPER CASE TEXT
ARROWS WHITE
FRONT
BACK
BAGGAGE CLAIM
GROUND TRANSPORTATION
8'-0"
3" 2"2'-0"
RESTROOM
PLAYAREA
SYMBOL BLUE W/ YELLOW
BACKGROUND
WHITE, 2" HELVETICA
BOLD UPPER CASE TEXT
ARROWS WHITE
8" 4"
S.A.R.A
FRONT
8'-0"
3" 2"2'-0"
SYMBOL BLUE W/ YELLOW
BACKGROUND
WHITE, 2" HELVETICA
BOLD UPPER CASE TEXT
ARROWS WHITE
BACK
GATE
BAGGAGE CLAIM
GROUND TRANSPORTATION
8" 4"
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
© Copyright Mead & Hunt, Inc.
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
Mead & Hunt, Inc.
4010 West Boy Scout Blvd, Suite 1000 Tampa, FL 33607 phone: 813-210-8740 meadhunt.com
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SIGNAGE FLOOR
PLAN DETAILS AND
SCHEDULE
NOT FOR CONSTRUCTION
4667718-261066.01
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AM
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VRM
B 08/14/26 ADDENDUM 2
1/8" = 1'-0"8
SIGNAGE FLOOR PLAN
SIGNAGE SCHEDULE
SIGN TYPE SIGNAGE DESCRIPTION
SIGN TEXT
COMMENTSROOM NAME
ROOM
NUMBER
E1 MEN'S RESTROOM MEN'S 152
E2 WOMEN'S RESTROOM WOMEN'S 150
E3 FAMILY RESTROOM FAMILY RESTROOM 149
E4 PLAYAREA DEPARTURE LOUNGE 147
E5 S.A.R.A S.A.R.A 148
E6 DIRECTIONAL CEILING MOUNTED
E7 DIRECTIONAL DEPARTURE LOUNGE 147 CEILIG MOUNTED
3" = 1'-0"3 Sign Type "E1"
3" = 1'-0"2 Sign Type "E2"
3" = 1'-0"1 Sign Type "E3"
1/2" = 1'-0"4
TYPICAL SIGNAGE MOUNTING HEIGHT
3" = 1'-0"5 Sign Type "E5"
3" = 1'-0"6 Sign Type "E4"
1" = 1'-0"9 Sign Type "E6"
1" = 1'-0"7 Sign Type "E7"
DEPARTURE LOUNGE 147
File details come from the government source that posted it. Updated .