MLWR22-1030A DrawingSet.pdf

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(WP MATOC) Repair Roof, B2858, Kunsan AB
Solicitation number
W90VN7-23-R-0032
Issued by

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This package includes construction drawings and specifications for repairing the roof of Building B2858 at Kunsan Air Base in Korea. The project involves replacing the existing built-up roofing with a new standing seam metal roof system across approximately 12,600 square feet, including new roof steel structure, insulation, gutters, downspouts and splash blocks. Additional work includes re-roofing smaller enclosed areas, repairing soffits and fascia, and reinstalling roof-mounted equipment. Scaffolding will be installed for fall protection during work. The solicitation is for a MATOC roofing contract at W90VN7-23-R-0032 with the Department of the Army. Bids are due by the unspecified date. Award will provide an indefinite delivery/indefinite quantity contract for roof repairs at Kunsan AB over the next few years. Pricing will be set using the contractor's hourly labor rates and material markups.

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SHT. NO. REF. NO. DESCRIPTION

DRAWING SCHEDULE

DRAWN BY:

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DRAWING NO:

PROJECT NO:

REF. NO:

CHIEF, CONSTRUCTION MANAGEMENT

CHIEF OF DESIGN

CHIEF OF CONTRACTS

ENVIRONMENTAL FLIGHT

FIRE DEPARTMENT

CORROSION ENGINEER

COMMUNICATIONS

BIOENVIRONMENTAL ENGINEERING

SAFETY

SECURITY POLICE

USING AGENCY

CHIEF, OPERATIONS FLIGHT

CHIEF, ENGINEERING FLIGHT

BASE CIVIL ENGINEER

AS SHOWN

KUNSAN AB, KOREA

LOCATION MAP

MLWR 22-1030A

KYH

REPAIR ROOF, B-2858

MLWR 22-1030A

SHEET 1 OF 6

C-1

HOSPITAL

ENGINEERING FLIGHT

CONSTRUCTION MANAGEMENT

KYH

KYH

UNITED STATES AIR FORCE

8th CIVIL ENGINEER SQUADRON

KUNSAN AIR BASE, REPUBLIC OF KOREA

BLDG 2825

MAIN GATE

LOCATION MAPC-11 OF 6

BASE

BASE CIVIL ENGINEER

2 OF 6 A-1 REMOVE ROOF PLAN FOR B-2825

3 OF 6 A-2

NEW ROOF PLAN-24 OF 6 A-2a

NEW ELEVATION-25 OF 6 A-4

NEW ROOF PLAN-1

THIS PROJECT

MLWR 22-1030A

REPAIR ROOF,B-2858

NEW ELEVATION-26 OF 6 A-4a

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%%UREMOVE & EXIST FLOOR PLAN

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AMC PAX TERMINAL

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BASE OPERATION

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REMOVE EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK (TYPICAL)

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REMOVE EXIST BUILT-UP ROOF INCL ROOF ACCESSORIES (TYPICAL)

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REMOVE EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK (TYPICAL)

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REMOVE EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK (TYPICAL)

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REMOVE EXIST BUILT-UP ROOF INCL ROOF ACCESSORIES (TYPICAL)

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TO REMAIN EXIST METAL ROOFING AT OBSERVATION DECK AREA

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REMOVE EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK (TYPICAL)

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REMOVE EXIST BUILT-UP ROOF INCL ROOF ACCESSORIES (TYPICAL)

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REMOVE EXIST BUILT-UP ROOF INCL ROOF ACCESSORIES (TYPICAL)

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KUNSAN AIR BASE, REPUBLIC OF KOREA

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8 CIVIL ENGINEER SQUADRON

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UNITED STATES AIR FORCE

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APPRV'D

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REPAIR ROOF, B-2858

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REMOVE & EXIST FLOOR PLAN FOR B-2858

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MLWR 22-1030A

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AS SHOWN

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13 JUL 2022

KYH

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REPL ROOF FOR BASE OPS FOR MLWR 22-1030

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REPLACE ROOF BY MLWR21-1001

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%%UNEW ROOF PLAN FOR B-2858

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AMC PAX TERMINAL (BY MLWR21-1001)

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BASE OPERATION (WORKING AREA)

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REPL EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK WITH NEW (TYPICAL)

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TO REMAIN EXIST METAL ROOFING AT OBSERVATION DECK AREA

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REPL EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK WITH NEW (TYPICAL)

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REPL EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK WITH NEW (TYPICAL)

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REPL EXIST METAL GUTTER/DOWNSPOUT AND CONCRETE SPLASH BLOCK WITH NEW (TYPICAL)

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OF

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SAFETY

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FIRE CHIEF

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BIO ENVIRONMENTAL

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USING AGENCY

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COMMUNICATIONS

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SECURITY POLICE

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AIRFIELD MGMT

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MAINTENANCE ENG

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BASE ENVIRONMENTAL

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KUNSAN AIR BASE, REPUBLIC OF KOREA

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8 CIVIL ENGINEER SQUADRON

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UNITED STATES AIR FORCE

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SIGNATURES

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APPRV'D

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REPAIR ROOF,B-2858

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NEW ROOF PLAN FOR B-2858

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MLWR 22-1030A

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AS SHOWN

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 156.1

4.3 7 8.9

7.9

RIDGE

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RIDGE

EXISTING

RIDGE

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RIDGE

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600 600

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(MR OPS)

900 4000

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NEW CONTINUOUS CUSTOM METAL GUTTERS

NEW METAL DOWN SPOUTS TO MATCH GUTTERS

NEW SNOW GUARD PER SPECIFICATIONS AND

MFG. DESIGN (COLOR TO MATCH ROOFING)

NEW HSSMR PER SPECIFICATIONS

NEW FALL PROTECTION RAIL AND ROOF

ANCHORING SYSTEM PER SPECIFICATIONS AND

MFG. DESIGN

DS1

EXISTING ROOFING OVER MR OPS AREA TO

REMAIN

NEW FALL PROTECTION RAIL AND ROOF

ANCHORING SYSTEM PER SPECIFICATIONS AND

MFG. DESIGN

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SHEET KEYNOTES

1. NEW (MR AND MC) HYDROSTATIC STANDING SEAM METAL ROOFING (HSSMR)

(SLOPE VARIES PER ROOF PLAN)

2. NEW CONTINUOUS METAL GUTTER AND DOWNSPOUT. SEE A-601 FOR SIZES.

3. NEW (MR) ENTRY ROOF EXTENSION WITH EXPOSED CONCRETE MASONRY

SUPPORT / SCREEN WALL, PAINTED STEEL SPLAYED SUPPORT COLUMNS, AND

STEEL ROOF STRUCTURE WITH (HSSMR) TO MATCH MAIN ROOF AND NEW

FASCIA.

4. NEW (MC) BAGGAGE AREA CANOPY WITH EXPOSED CONCRETE COLUMNS,

STEEL ROOF STRUCTURE, AND (HSSMR) TO MATCH MAIN ROOF (SLOPE PER

ROOF PLAN).

5. EXISTING LOW SLOPE MEMBRANE ROOFING TO REMAIN (1 TO 48)

6. ENTRY (MR) ROOF EXTENSION DRAINS OVER EDGE INTO SPLASH CATCH BASIN

FEATURE BELOW.

7. NEW ROOF VENT AND PENETRATION PER MECHANICAL.

8. NEW ROOF VENT AND PENETRATION PER PLUMBING.

9. NEW ROOF ACCESS LADDER WITH VERTICAL FALL PROTECTION RAIL SYSTEM

ANCHORED TO ROOF TO MEET OR EXCEED THE REQUIREMENTS IAW ANI Z359,

FALL PROTECTION CODE, EM-385-1-1, SAFETY AND HEALTH REQUIREMENTS,

AND AFI 91-203, AIR FORCE CONSOLIDATED SAFETY INSTRUCTION.

10. FALL PROTECTION ALUMINUM RAIL SYSTEM ANCHORED TO HSSMR TO MEET OR

EXCEED THE REQUIREMENTS IAW ANI Z359, FALL PROTECTION CODE,

EM-385-1-1, SAFETY AND HEALTH REQUIREMENTS, AND AFI 91-203, AIR FORCE

CONSOLIDATED SAFETY INSTRUCTION.

11. SNOW GUARD RAIL SYSTEM, COLOR TO MATCH HSSMR, ANCHORED TO HSSMR.

12. HSSMR ROOF SLOPE BREAK LOCATION FROM 1/48 MAIN ROOF TO 1/12 NEW

COVERED ENTRY ROOF.

13. DOWNSPOUT AND SCUPPER TO DRAIN TO LOWER BAGGAGE CANOPY ROOF.

14. EXPANSION JOINT PER MANUFACTURER AND A17/A-401. PROVIDE EXPANSION

WITHIN GUTTERS AT EACH END OF JOINT.

PARTIAL ROOF PLAN (NORTH END)

SCALE: 1:100

A1

P L A

N

N O

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T

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KEY PLAN

SCALE: NTS

A13

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N

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MC PAX MR PAX MR OPS

SYMBOL KEY

1. REFER TO A-101 FOR COMMON GENERAL NOTES.

2. IN AREAS WHERE EXISTING ROOF TO REMAIN IS DISTURBED BY ANCHORAGE POINTS

FOR FALL PROTECTION, PROVIDE FLASHING AND SEALANT FOR PROPER DRAINAGE

AWAY FROM PENETRATION.

3. NEW MAIN ROOF REPLACEMENT ASSEMBLY (MR PAX, SEE A14/A-511) :

a. HYDROSTATIC STANDING SEAM METAL ROOF (HSSMR) MECHANICALLY ATTACHED

TO 19MM PLYWOOD ROOF SHEATHING COVER BOARD.

b. SELF-ADHERING ROOF ICE AND WATER BARRIER UNDERLAYMENT (25MIL.)

c. 19MM PLYWOOD OR OSB ROOF SHEATHING COVER BOARD WITH MECHANICAL

FASTENERS THROUGH RIGID INSULATION TO NEXT SHEATHING LAYER (R0.94).

d. 100MM-THICK RIGID POLYISO INSULATION (R6 / 25MM AT MINIMUM 21 DEGREES

CELSIUS) (R24).

e. 19MM PLYWOOD OR OSB ROOF SHEATHING COVER BOARD WITH MECHANICAL

FASTENERS THROUGH 200MM RIGID INSULATION TO EXISTING CONCRETE ROOF

SLAB (R0.94).

f. 100MM-THICK RIGID XPS INSULATION (R4 / 25MM MINIMUM AT 21 DEGREES

CELSIUS) (R12).

g. 100MM-THICK RIGID POLYISO INSULATION (R6 / 25MM AT MINIMUM 21 DEGREES

CELSIUS) (R24).

h. FLUID APPLIED AIR/MOISTURE BARRIER OVER ENTIRE EXISTING CONCRETE ROOF

SLAB (SEE 07 27 19.01)

i. EXISTING 150MM CONCRETE ROOF SLAB CLEANED TO BARE CONCRETE (+-R3).

4. NEW MAIN ROOF EXTENDED EAVE ASSEMBLY (1 / 48 SLOPE) (MR PAX, SEE F11/A-511):

a. HYDROSTATIC STANDING SEAM METAL ROOF MECHANICALLY ATTACHED TO 19MM

PLYWOOD ROOF SHEATHING.

b. SELF-ADHERING ROOF ICE AND WATER BARRIER UNDERLAYMENT (25MIL.)

c. 19MM PLYWOOD OR OSB ROOF SHEATHING WITH MECHANICAL FASTENERS THRU

INSULATION AND THROUGH NEXT SHEATHING LAYER (R0.94).

d. 150MM-THICK RIGID POLYISO INSULATION (R6 / 25MM AT MINIMUM 21 DEGREE

CELSIUS) (R36).

e. 19MM PLYWOOD OR OSB ROOF SHEATHING WITH MECHANICAL FASTENERS THRU

INSULATION AND THROUGH NEXT SHEATHING LAYER (R0.94).

f. 150MM-THICK COLD FORMED “C” METAL ROOF JOISTS AT 600MM O.C. ATTACHED

DIRECTLY TO THE TOP SURFACE OF THE EXISTING CONCRETE ROOF SLAB AND

EXTENDING BEYOND THE EXISTING ROOF TO CREATE A NEW SOFFIT AND ROOF

EDGE.

g. 150MM-THICK RIGID XPS INSULATION (R4 / 25MM MINIMUM AT 21 DEGREE CELSIUS)

(R24) INSERTED BETWEEN THE STEEL JOISTS.

h. EXPOSED EAVE EDGES OF EXISTING CONCRETE ROOF SLAB TO BE COVERED IN

100MM MINIMUM OF CLOSED CELL POLY-ISO SPRAY FOAM (R6 / 25MM AT 21

DEGREES CELSIUS MINIMUM)

5. NEW ADDITION ROOF ASSEMBLY (MC PAX, SEE F16/A-511):

a. HYDROSTATIC STANDING SEAM METAL ROOF MECHANICALLY ATTACHED TO 19MM

PLYWOOD ROOF SHEATHING COVER BOARD.

b. SELF-ADHERING ROOF ICE AND WATER BARRIER UNDERLAYMENT (25MIL.)

c. 19MM PLYWOOD OR OSB ROOF SHEATHING ATTACHED WITH MECHANICAL

FASTENERS THROUGH RIGID INSULATION TO NEXT SHEATHING LAYER (R0.94).

d. 100MM-THICK RIGID POLYISO INSULATION (R6 / 25MM AT MINIMUM 21 DEGREES

CELSIUS) (R24).

e. 19MM PLYWOOD OR OSB ROOF SHEATHING ATTACHED WITH MECHANICAL

FASTENERS THROUGH 200MM RIGID INSULATION AND 16MM COVER BOARD TO

NEW STEEL DECKING (R0.94).

f. 100MM-THICK RIGID XPS INSULATION (R4 / 25MM MINIMUM AT 21 DEGREES

CELSIUS) (R16).

g. 100MM-THICK RIGID POLYISO INSULATION (R6 / 25MM AT MINIMUM 21 DEGREES

CELSIUS) (R24).

h. SELF-ADHERING ROOF ICE AND WATER BARRIER UNDERLAYMENT (25MIL.)

i. 16MM MOISTURE RESISTANT ROOF SHEATHING COVER BOARD (R0.67).

j. (75MM) PROFILE STEEL DECKING (PER STRUCTURAL).

6. NEW MAIN ENTRY ROOF EXTENSION ASSEMBLY (MR PAX):

a. HYDROSTATIC STANDING SEAM METAL ROOF TO MATCH MAIN ROOF, MECHANICALLY ATTACHED TO STEEL DECKING.

b. 38MM STRUCTURAL STEEL DECKING (PER STRUCTURAL).

7. NEW BAGGAGE ROOF CANOPY ASSEMBLY (MC PAX):

a. 38MM STEEL DECKING (PER STRUCTURAL) EXPOSED AND FINISHED ON BOTH

FACES

b. ROLL-FORMED PURLINS (PER STRUCTURAL)

c. CUSTOM CANTILEVERED MAIN STEEL BEAMS (PER STRUCTURAL)

d. THREE APPROX. 600MM DIA. REINFORCED EXPOSED CONCRETE COLUMNS (PER

STRUCTURAL)

8. ALL EXPOSED METAL SURFACES TO HAVE COATINGS TO PROTECT FROM CORROSION.

REFER TO SHEET A-101.

GENERAL NOTES

0 2 4m

(MC PAX)

(MR PAX)

(MR PAX)

(MR OPS)

(MC PAX)

(MR PAX)

(MR OPS)(MR PAX)

(MR PAX)

(MR OPS)

FFEL:7290/0

EL:11700/+14410

EL:10060/+2760

ROOF PEAK EL:

+-14660/+-7370

ROOF PEAK EL:

+-14660/+-7370

FFEL:7290/0

EL:11700/+14410

EL:10060/+2760

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WOMEN

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RESTROOM

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%%UNEW SOUTH BUILDING SECTION FOR B-2858

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%%UNEW EAST BUILDING SECTION FOR B-2858

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AutoCAD SHX Text INSTALL NEW STANDING SEAM METAL ROOF SYSTEM WITH NEW STRUCTURE STEEL BEAM, POST PURLINE, ROOF INSULATION, PROTECTED METAL FASCIA AND SOFFIT, METAL GUUTER AND DOWNSPOUT INCLUDING CONC SPLASH BLOCK (TYPICAL)

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SCOPE OF WORK

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1. REPLACE EXIST BUILT-UP ROOF WITH NEW STANDING SEAM METAL ROOF SYSTEM (SSMR) INCLUDING ROOF STEEL STRUCTURE OF BEAM AND POST, ETC. (SLOPE: 100 TO 20), ROOF INSULATION, PROTECTED METAL FASCIA AND SOFFIT, GUTTER AND REPLACE EXIST BUILT-UP ROOF WITH NEW STANDING SEAM METAL ROOF SYSTEM (SSMR) INCLUDING ROOF STEEL STRUCTURE OF BEAM AND POST, ETC. (SLOPE: 100 TO 20), ROOF INSULATION, PROTECTED METAL FASCIA AND SOFFIT, GUTTER AND DOWNSPOUT INCLUDING CONCRETE SPLASH BLOCK FOR B-2858 (BASE OPS + PAX TERMINAL). . 2. REPLACE EXIST PROJECTED METAL ROOFING WITH NEW STANDING SEAM METAL ROOF SYSTEM (SSMR) INCLUDING ROOF INSULATION, STANDING SEAM METAL FASCIA AND SOFFIT, PROJECTED METAL GUTTER AND DOWNSPOUT INCLUDING CONCRETE SPLASH REPLACE EXIST PROJECTED METAL ROOFING WITH NEW STANDING SEAM METAL ROOF SYSTEM (SSMR) INCLUDING ROOF INSULATION, STANDING SEAM METAL FASCIA AND SOFFIT, PROJECTED METAL GUTTER AND DOWNSPOUT INCLUDING CONCRETE SPLASH STANDING SEAM METAL ROOF SYSTEM (SSMR) INCLUDING ROOF INSULATION, STANDING SEAM METAL FASCIA AND SOFFIT, PROJECTED METAL GUTTER AND DOWNSPOUT INCLUDING CONCRETE SPLASH BLOCK FOR B-2858. 3. REPLACE EXIST PROTECTED METAL ROOFING WITH NEW SSMR SYSTEM INCLUDING STANDING SEAM METAL FASCIA, SOFFIT AND METAL CAP FLASHING, AND NEW PAINT FOR EXIST STEEL COLUMNS AND STEEL STRUCTURE FOR BICYCLE RACK SHEDS. REPLACE EXIST PROTECTED METAL ROOFING WITH NEW SSMR SYSTEM INCLUDING STANDING SEAM METAL FASCIA, SOFFIT AND METAL CAP FLASHING, AND NEW PAINT FOR EXIST STEEL COLUMNS AND STEEL STRUCTURE FOR BICYCLE RACK SHEDS. 4. REMOVE AND REINSTALL EXIST ROOF EXHAUST FANS, ROOF VENTILATORS AND VENT PIPE, ETC AND TO BE EXTENDED THE VERTICAL INFRASTRUCTURE AS REQUIRED DUE TO REPLACE/INSTALL ROOF WORK FOR B-2858. REMOVE AND REINSTALL EXIST ROOF EXHAUST FANS, ROOF VENTILATORS AND VENT PIPE, ETC AND TO BE EXTENDED THE VERTICAL INFRASTRUCTURE AS REQUIRED DUE TO REPLACE/INSTALL ROOF WORK FOR B-2858. 5. INSTALL NEW DOUBLE SCAFFOLDING SYSTEM TO ENTIRE BUILDING TO REPLACE ROOF WORK IN ACCORDANCE WITH SAFETY MANUAL. INSTALL NEW DOUBLE SCAFFOLDING SYSTEM TO ENTIRE BUILDING TO REPLACE ROOF WORK IN ACCORDANCE WITH SAFETY MANUAL. 6. INSTALL NEW TEMPORARY FENCE (MIN. 10 FEET HIGH) AROUND B-2858 AT CONSTRUCTION AREA AND SHALL TO PROVIDE THE SHOP DRAWINGS TO BE APPROVED BY BCE.INSTALL NEW TEMPORARY FENCE (MIN. 10 FEET HIGH) AROUND B-2858 AT CONSTRUCTION AREA AND SHALL TO PROVIDE THE SHOP DRAWINGS TO BE APPROVED BY BCE.

AutoCAD SHX Text INSTALL NEW STANDING SEAM METAL ROOF SYSTEM WITH NEW STRUCTURE STEEL BEAM, POST PURLINE, ROOF INSULATION, PROTECTED METAL FASCIA AND SOFFIT, METAL GUUTER AND DOWNSPOUT INCLUDING CONC SPLASH BLOCK (TYPICAL)

AutoCAD SHX Text INSTALL NEW STANDING SEAM METAL ROOF SYSTEM WITH NEW STRUCTURE STEEL BEAM, POST PURLINE, ROOF INSULATION, PROTECTED METAL FASCIA AND SOFFIT, METAL GUUTER AND DOWNSPOUT INCLUDING CONC SPLASH BLOCK (TYPICAL)

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AutoCAD SHX Text SEE A-3a FOR PAX TERMINAL AREA

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PROJECT TITLE

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CHECKED BY

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DRAWN BY

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APPROVED BY COMMANDER

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RECOMMENDED BY BCE

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SUBMITTED BY CMDR ENG FLT

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TH

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THE

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"WOLF PACK"

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HOME OF

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FIGHTER WING

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DRAWING SHEET NAME

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DATE

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DRAWING NUMBER

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PROJECT NUMBER

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OF

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SHEET

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SAFETY

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FIRE CHIEF

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BIO ENVIRONMENTAL

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USING AGENCY

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COMMUNICATIONS

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SECURITY POLICE

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AIRFIELD MGMT

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MAINTENANCE ENG

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CONTRACT MGMT

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BASE ENVIRONMENTAL

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KUNSAN AIR BASE, REPUBLIC OF KOREA

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8 CIVIL ENGINEER SQUADRON

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UNITED STATES AIR FORCE

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SIGNATURES

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APPRV'D

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DATE

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DESCRIPTION

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REV

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REPAIR ROOF,B-2858

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SOUTH & EAST SECTIONS FOR B-2858

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MLWR 22-1030A

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AS SHOWN

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13 JUL 2022

FFEL:7290 / 0

EL:10058 / +2768

ROOF PEAK

EL: +- 14660 \ +-7370

EL:14548 \ +6676 TOS

EL:11490 / +4200 TOS

ARRIVALS

TSRQPNMLKJHGFEDCBA

4 4

EL:11490 / +4200 TOS

FFEL:7290 / 0

EL:10052 / +2762

(MR OPS)(MR PAX)

(MR PAX)

(MC PAX)

ROOF PEAK

EL: +- 14660 \ +-7370

WELCOME TO KUNSAN

HOME OF THE WOLF PACK

DEPARTURE ARRIVALS

1 2 3 4 5 6 6.1 7 8 9 10 11 12 13 14

4 4 9 10 4 1410 4 144 1013

132 1 3

4 12 144

1 2

1 3 2

15 15

KUNSAN

PASSENGER

TERMINAL

FFEL:7290 / 0

EL:10058 / +2768

(MR OPS) (MR PAX)

(MR PAX)

(MC PAX)

EL:11490 / +4200 TOS

ROOF PEAK

EL: +- 14660 \ +-7370

1234566.17891011121314

1 2

14 12 14 4 12 4 4

5 3 1

12 144 144 12 11 4

EL:13360 / +6070

FFEL:7290 / 0

EL:10058 / +2768

ROOF PEAK

EL: +- 14660 \ +-7370

ARRIVALS

S R Q P N M L K J H G F E D C B A

4 4

OFFICE

SECURITY

HALL

1. REFER TO A-101 FOR COMMON GENERAL NOTES.

2. SEE SHEET A-622 FOR COLOR SELECTION.

3. SEE SHEET A-503 FOR EIFS DETAILS. A1 FOR GRADE TERMINATION, A8 FOR

COMPONENTS OF EIFS WITH DRAINAGE, D8 FOR WALL PENETRATIONS AND

G1 FOR WINDOW HEAD J-TRACK.

GENERAL NOTES

PARTIAL WEST ELEVATION

SCALE: 1:100

A1

NORTH ELEVATION ADDITION

SCALE: 1:100

E1

PARTIAL EAST ELEVATION

SCALE: 1:100

J1

SHEET KEYNOTES

1. NEW HYDROSTATIC STANDING SEAM METAL ROOFING (HSSMR)

2. NEW FASCIA OF HSSMR PANELS

3. NEW CONTINUOUS METAL GUTTER

4. NEW STORE-FRONT DOORS AND WINDOW SYSTEM (REFER TO A-612)

5. NEW ENTRY CANOPY WITH CERAMIC TILE FACED CONCRETE MASONRY

SUPPORT / SCREEN WALL AND STAINLESS STEEL SPLAYED SUPPORT

COLUMNS WITH STEEL ROOF STRUCTURE AND HSSMR

6. NEW BAGGAGE AREA CANOPY

7. NEW STAINLESS STEEL RAISED BUILDING LETTERS

8. NEW CONCRETE FILLED STEEL BOLLARDS

9. NEW EXTERIOR CERAMIC TILE OVER NEW EIFS WALL SYSTEM, STACKED

BOND PATTERN

10. NEW EXTERIOR CERAMIC TILE OVER EXISTING EIFS WALL SYSTEM, STACKED

BOND PATTERN

11. NEW EIFS EXTERIOR WALL SYSTEM

12. NEW EIFS FINISH OVER EXISTING EXTERIOR WALL SYSTEM

13. APPROXIMATE LOCATION OF SOLID GROUTED CMU WINDOW OR DOOR WALL

INFILL. COORDINATE WITH STRUCTURAL

14. APPROXIMATE LOCATION OF NEW WINDOW OR DOOR ROUGH OPENING TO

BE CUT INTO EXISTING CMU WALL. COORDINATE WITH STRUCTURAL

15. NO WORK THIS PORTION OF EXISTING BUILDING

16. EXPANSION JOINT IN EIFS, SEE A14/A-502

17. EXPANSION JOINT IN METAL PANEL, SEE E14/A-502

SOUTH ELEVATION/SECTION ADDITION

SCALE: 1:100

E12

REF

A-101

REF

A-101

REF

A-101

REF

A-101

0 2 4m

0 2 4m 0 2 4m

0 2 4m

DELETED AT ADDTIONAL AREADELETED AT ADDTIONAL ARA

DELETED AT ADDTIONAL AREA

NOTE:

DELETED ADD AREA AT PAX

TERMINAL AND ONLY INSTALL

NEW ROOF AT EXIST BUILDING

AREA.

DWG #A-3a

ELEVATIONS AT PAX TERMINAL

1_MLWR 22-1030A, C-1 (Location Map)
Sheets and Views
Layout1
2_MLWR 22-1030A, A-1 (Remove Plan)
Sheets and Views
FLOOR PLAN
3_MLWR 22-1030A, A-2 (New Roof Plan-1)
Sheets and Views
FLOOR PLAN
4_MLWR 22-1030A, A-2a (New Roof Plan-2)
Sheets and Views
ANSI D
5_MLWR 22-1030A, A-3 (Elev-1)
Sheets and Views
FLOOR PLAN

6_MLWR 22-1030A, A-3a (Elev-2)

File details come from the government source that posted it. Updated .