10877504_A101.pdf

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Attached to
Design/Build Rebuild Paint and Sandblast Facility at U. S. Coast Guard Base Miami Beach, Miami, FL.
Solicitation number
70Z04720RBASMIA00
Issued by

About this file

This document package includes floor plans and specifications for a federal solicitation to design and build a new paint and sandblast facility. The project involves demolishing an existing facility damaged in 2017 hurricanes and constructing a new approximately 7,370 square foot building at the U.S. Coast Guard Base in Miami, Florida. Services required include site work, groundwork, and construction of the new facility, which will include two paint booths, two sandblast booths, storage areas, a mixing room, and support spaces. An option to provide four multi-axis mast lifts, with two lifts for each booth, is also specified. The solicitation was issued by the Department of Homeland Security U.S. Coast Guard. The floor plans provide dimensions, layouts, and details of the required spaces and equipment.

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Other files

File Type Posted
Amendment No. 0004.pdf PDF
10877504 Miami P_SB CAD Files.zip ZIP file
Appendix F - Individual Space Criteria Sheets.pdf PDF
AMENDMENT 0003.pdf PDF
Amendment 0002.pdf PDF
70Z04720RBASMIA00 AMENDMENT 0001.pdf PDF
1 10877504_Miami PSB Facility RFP Drawings.pdf PDF
Attachment A - Geotechnical Reference Documents.pdf PDF
Attachment J - Florida State Clearinghouse Correspondence.pdf PDF
General Wage Determination_FL20200215_Building.pdf PDF
Attachment I - Environmental Planning and Historic Preservation Decision Support System Project Approval.pdf PDF
Site Visit MAP.ppt PPT presentation
10877504_G100.pdf PDF
10877504_C103.pdf PDF
Attachment L - Spill Prevention Control and Countermeasures Plan.pdf PDF
10877504_O110.pdf PDF
Appendix A - ComputerGenDrwgs.pdf PDF
Appendix H - Construction Forms.pdf PDF
Attachment K - Air Emission Operating Permit.pdf PDF
Visitors Access List 70Z04720RBASMIA00.pdf PDF
Attachment H - DHS NEPA Record of Environmental Consideration for CatEx Actions.pdf PDF
Appendix J - Outfitting Items.pdf PDF
SPECIFICATIONS.pdf PDF
Attachment D - Boat Cradle.pdf PDF
Appendix B - Electronic Deliverables.pdf PDF
Appendix D - Design Narrative.pdf PDF
10877504_C104.pdf PDF
Appendix C - FDCC Adept File Naming.pdf PDF
Appendix E - Industry Standards for Const Docs.pdf PDF
10877504_C102.pdf PDF
Attachment F - USCG Base Miami Beach Asbestos Report.pdf PDF
Solicitation 70Z04720RBASMIA00 Final.pdf PDF
Attachment B - Homeporting FRC Miami Beach As-Builts.pdf PDF
Attachment M - Marine Facilities Annual Operating Permit.pdf PDF
Attachment G - USCG Base Miami Beach Lead Based Paint Report.pdf PDF
Attachment E - ICAM Data.pdf PDF
Appendix G - Operation and Maintenance.pdf PDF
Attachment C - Vessel Data 45RBM-601-001.pdf PDF
10877504_C101.pdf PDF
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Text version

102A

44'-9"L x 14'-8"W x 13'-1" H

(mast dn) or 20'-9" (mast up)

RESPONSE BOAT - MEDIUM

(RB-M) FOOTPRINT

LEAN-TO

ROOF PLAN

SPACE

NUMBER SPACE NAME

PLAN NET

SQ FT

PLAN SPACE ANALYSIS

SUPPORTING

NOTE

NOTE 1

THE OVERALL GROSS SQUARE FOOTAGE OF THE PLAN SHOWN TO THE OUTSIDE

FACE OF THE STEEL GIRTS ON BOTH THE HIGH BAY AND LEAN-TO SECTIONS IS

±7,261 GSF

THE OVERALL GROSS SQUARE FOOTAGE OF THE PLAN SHOWN TO THE OUTSIDE

FACE OF A 3" THICK INSULATED PANEL EXTERIOR FINISH INSTALLED ON THE

STEEL GIRTS ON BOTH THE HIGH BAY AND LEAN-TO SECTIONS IS ±7,347 GSF

NOTE 4

SPACES 107, 108 AND 109 ARE FOR CONSOLIDATED STORAGE OF BASE MIAMI'S UNUSED OR

PARTIALLY USED POTENTIALLY HAZARDOUS MATERIALS SUCH AS PAINTS, ADHESIVES,

SOLVENTS, ETC. INCLUDING THOSE PRODUCTS USED BY THE PAINT SHOP. THE PHARMACY

IS ACCESSIBLE FROM THE EXTERIOR FOR SUPPLY AND ACCESS BY OTHERS BUT THE PAINT

SHOPS' PRODUCTS ARE SEGREGATED BY THE WIRE PARTITION. THE SEGREGATED SPACE

107 IS STORAGE SPECIFICALLY FOR THE PAINT AND SANDBLAST OPERATION. THIS SPACE IS

ALSO ACCESSIBLE FROM THE PAINT BOOTH AND SANDBLAST AREA. IT CONTAINS SIXTEEN

36"x18"x 84" SHELVING UNITS APPROXIMATELY EQUIVALENT TO THOSE IN EXISTING LOCKER

No.5. EACH SHELF CAN HOLD APPROXIMATELY 10 GALLONS OF PAINT IN 1 GALLON CANS.

EACH UNIT COMES WITH FOUR SHELVES PROVIDING A 40 GALLON CAPACITY PER SHELVING

UNIT. ADDITIONAL SHELVES CAN BE ADDED TO THE SHELVING UNITS TO INCREASE THE

OVERALL CAPACITY AS REQUIRED.

NOTE 5

NOTE 6

NOTE 8

NOTE 7

SEGREGATED SPACE 108 IS STORAGE FOR OTHER THAN THE PAINT AND SANDBLAST

OPERATION. THIS SPACE CONTAINS SHELVING EQUIVALENT IN CAPACITY TO EXISTING

LOCKERS 1, 2 AND 3. TEN 36"x24"x84" SHELVING UNITS WITH 4 SHELVES EACH HOLDING 15

ONE GALLON CANS AND FOUR 48"x24"x84" SHELVING UNITS WITH FOUR SELVES EACH

HOLDING 21 ONE GALLON CANS. ADDITIONAL SHELVES CAN BE ADDED TO INCREASE THE

OVERALL CAPACITY AS REQUIRED.

THE OPEN HIGH-BAY AREA ENCLOSED THE PAINT AND BLAST BOOTHS AND PROVIDED

CIRCULATION AROUND THE BOOTHS AS WELL AS SPACE FOR THE BLAST BOOTH ABRASIVE

RECOVERY EQUIPMENT AND CLEARANCES FOR THE BOOTH DOORS. THE 5,630 NET SQUAE

FOOT AREA IS TO THE INSIDE FACE OF THE EXTERIOR GIRTS. TYPICAL 8" WIDE GIRTS ARE

SHOWN ALONG WITH 3" THICK INSULATED METAL WALL PANELS. THE RFP PLAN SHOWS

OVERALL DIMENSIONS OF THE SYMMETRICALLY FRAMED HIGH BAY AREA AS 73'-4" BY 79'-6"

TO THE EXTERIOR FACE OF THE GIRTS BUT THESE DIMENSIONS ARE SUBJECT TO CHANGE

DEPENDING ON THE FINAL DESIGN. THE RFP PLAN SHOWS A FOUR BAY FRAME

CONFIGURATION WITH COLUMN CENTERS AT 18'-9" + 20' +20' +18'-9" BUT THE FINAL BAY

CONFIGURATION AND BAY SPACING IS SUBJECT TO CHANGE WITH THE FINAL DESIGN. THE

ANTICIPATED EAVE HEIGHT OF THE HIGH-BAY STRUCTURE IS +24' BUT MAY BE HIGHER

DEPENDING ON THE CLEARANCES REQUIRED FOR BOOTH ROOF MOUNTED EQUIPMENT,

SUPPLY AND EXHAUST DUCTWORK, THE ROOF'S STRUCTURAL MEMBERS, AND THE

SELECTED DESIGN PITCH OF THE ROOF. COLUMN SIZES SHOWN HAVE NOT BEEN DESIGNED

AND ARE BASED ON THOSE SELECTED FOR SIMILAR CONSTRUCTION OF PAST PROJECTS.

THE HIGH-BAY STRUCTURE REQUIRES FOUR OVERHEAD ROLL-UP DOORS. EACH OF THE

ELECTRICALLY-OPERATED, INSULATED AND FULLY WEATHER-STRIPPED MINIMUM 21' WIDE

BUY 22' HIGH DOORS MUST BE INLINE WITH THE CENTERLINE OF THE BOOTHS.

102A

NOTE 2

NOTE 3

NOTES:

NOTE 1

PAINT BOOTH AND BLAST BOOTH: THE BOOTHS SHOWN ON THE RFP PLAN SHOW THE

MINIMUM REQUIRED 24' WIDE BY 55' DEEP INSIDE WORKING DIMENSIONS. EACH BOOTH

REQUIRES A MINIMUM 2I' FLOOR-TO- BOOTH CEILING WORKING HEIGHT. THE BLAST BOOTH IS

SHOWN WITH APPROXIMATELY 20' WIDE, FOUR-HINGED PANEL SWING DOORS AT BOTH ENDS.

THE PAINT BOOTH IS SHOWN WITH AN ELECTRICALLY OPERATED APPROXIMATELY 20' WIDE

ROLL-UP OVERHEAD DOOR AT BOTH ENDS. ALL BOOTH DOORS MUST BE MINIMUM 20 ' HIGH.

THE BOOTHS SHOWN. INCLUDING THE PLACEMENTS OF SUPPORTS AND SIMILAR DETAILS

HAVE NOT BEEN SPECIFICALLY DESIGNED, ARE NOT FROM ANY SPECIFIC MANUFACTURER.

AND ARE GRAPHIC REPRESENTATIONS GLEAMED FROM VARIOUS BOOTH MANUFACTURERS.

BLAST BOOTH TRENCHING: THE SPECIFICATIONS CALL FOR AN "H"-SHAPED FLOOR FLOOR

ABRASIVE MEDIA RECOVERY SYSTEM UTILIZING MOTORIZED AUGERS. THE AUGERS WILL BE

INSTALLED IN TRENCHES. ABRASIVE BLAST MEDIA WILL FALL OR BE SWEPT ONTO

HEAVY-DUTY BAR GRATING WHERE IT WILL FALL DOWN INTO THE TRENCHES. MOTORIZED

AUGERS INSTALLED AT THE BOTTOM OF EACH OF THE FOUR TRENCH LEGS WILL MOVE THE

ABRASIVE MEDIA LONGITUDINALLY TO CROSS AUGER SCREW ASSEMBLY WHERE IT WILL BE

MOVED LATERALLY TO A COLLECTION PIT. A BELT AND BUCKET ELEVATOR WILL TRANSPORT

THE COLLECTED MEDIA UP AND DEPOSIT IT IN A VIBRATING SIEVE HOPPER. THE HOPPER

SEPARATES WASTE FROM REUSABLE MEDIA AND DEPOSITS BOTH IN COLLECTION BINS

BELOW. TRENCH DESIGN WILL BE PROVIDED BY THE BOOTH MANUFACTURER BUT THE

TRENCHES AND GRATING SHALL BE INSTALLED BY THE BUILDING CONTRACTOR.

NOTE 2 CORRIDOR PROVIDED ACCESS TO BREAK ROOM, LAUNDRY ALCOVE, TOILETS LOCKERS AND

SHOWERS AND TO EXIT THROUGH CONDITIONED AREA.

NOTE 3 APPROXIMATELY 4' WIDE BY 7'-11" DEEP ALCOVE FOR LOCATION OF STACKED LIGHT

COMMERCIAL WASHER AND DRYER

APPROXIMATELY 12' WIDE BY 17'-11" DEEP ALCOVE FOR LOCATION OF PACKAGED PAINT

MIXING BOOTH. PACKAGED PAINT MIXING BOOTH WILL BE APPROXIMATELY 10'-3" WIDE BY 14'-8"

LONG BY 8'-4" HIGH (TO TOP OF BOOTH - APPROXIMATELY 10' HIGH TO TOP OF BOOTH

CHIMNEY)

NOTE 4

NOTE 5

NOTE 7 SEGREGATED STORAGE IN THE HAZMAT PHARMACY FOR UNUSED AND PARTIALLY USED

CORROSIVES. CONTAINS SHELVING APPROXIMATELY EQUIVALENT SIZE AND QUANTITY

CURRENTLY WITHIN LOCKER No. 4. FOUR 36"x24"x84" SHELVING UNITS WITH FOUR SHELVES

EACH HOLDING 15 ONE GALLON CANS AND TWO 48"x18"x84" SHELVING UNITS WITH FOUR

SHELVES EACH HOLDING 10 ONE GALLON CANS. ADDITIONAL SHELVES CAN BE ADDED TO

THE SHELVING UNITS TO INCREASE THE OVERALL CAPACITY AS REQUIRED.

NOTE 8 LOCATION OF AIR COMPRESSOR AND DRYER FURNISHING SHOP AIR TO THIS BUILDING AND

AND ADJACENT BUILDING NO.8 (WELDING SHOP). IN LINE BREATHING AIR EQUIPMENT WILL BE

MOUNTED ON THE EXTERIOR OF THE PAINT BOOTH WITH THROUGH-BOOTH CONNECTIONS

FOR PERSONNEL PROTECTIVE EQUIPMENT.

THE OVERALL GROSS SQUARE FOOTAGE OF THE PLAN SHOWN TO THE OUTSIDE

FACE OF THE STEEL GIRTS ON THE HIGH-BAY SECTION IS ±5,830 GSF

THE OVERALL GROSS SQUARE FOOTAGE OF THE PLAN SHOWN TO THE OUTSIDE

FACE OF THE 3" INSULATED METAL PANELS INSTALLED OVER THE STEEL GIRTS

ON THE HIGH BAY SECTION IS ±5,907 GSF

THE OVERALL GROSS SQUARE FOOTAGE OF THE PLAN SHOWN TO THE OUTSIDE

FACE OF THE STEEL GIRTS ON THE LOWER LEAN-TO SECTION (FROM THE FACE

OF THE HIGH-BAY GIRT) IS ±1,431 GSF

THE OVERALL GROSS SQUARE FOOTAGE OF THE PLAN SHOWN TO THE OUTSIDE

FACE OF THE 3" INSULATED METAL PANELS INSTALLED OVER THE STEEL GIRTS

ON THE THREE SIDES OF THE LOWER LEAN-TO SECTION IS ±1,460 GSF

HIGH-BAY AND

LEAN-TO FLOOR PLAN

44'-9"L x 14'-8"W x 13'-1" H

(mast dn) or 20'-9" (mast up)

RESPONSE BOAT - MEDIUM

(RB-M) FOOTPRINT

S O

U T

H

T O

W A

R D

S

E

L E

C T

R I C

A L

S

U B

S T

A T

I O

N

TOWARDS BERTHS 7 & 8

WEST

N O

R T

H

T O

W A

R D

S

E

X I S

T I N

G

P

S

B

EAST

TOWARDS BLDG 8

NOTE 6

LKR-1

LKR-1 LKR-1

LKR-1

O110A101

O110

NOTE: THE FOUR MULTI-AXIS MAN LIFTS (TWO ON EACH BOOTH)

TO BE PROVIDED WITH THE AWARD OF BID OPTION 01

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AIR DRYER

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AIR COMPRESSOR

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FULLY CONDITIONED AREA

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±10' HIGH WIREMESH PARTITION WITH 3' HINGED DOOR

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LKR 1

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LKR 1

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LKR 1

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LKR 3

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LKR 3

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LKR 3

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LKR 3

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LKR 3

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LKR 3

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LKR 2

AutoCAD SHX Text EIGHT 36"x24"x84" SS SHELVING UNITS w 4 SHELVES EA

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15 ONE GAL CAN CAPACITY PER SHELF

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STACKED WASHER AND DRYER

AutoCAD SHX Text 36x24 BASE CABINET AND WALL CABINET

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ELECTRIC WATER COOLER

AutoCAD SHX Text 36x24 FLOOR BASIN

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SHELF

AutoCAD SHX Text 90x30 HD WD WK BENCH TOP OVER STORAGE CABINETS

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MIXER/PUMP

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PORTIONER

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PORTIONER

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MIXER/PUMP

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MIXER/PUMP

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MIXER/PUMP

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24" DEEP FULL-WIDTH BUILT-IN-PLACE COUNTER

AutoCAD SHX Text SIXTEEN 36"x18"x84" SS SHELVING UNITS w 4 SHELVES EA

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10 ONE GAL CAN CAPACITY PER SHELF

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LKR 5

AutoCAD SHX Text LOCATION OF WALL-MOUNTED TELECOMMUNICATIONS EQUIPMENT ENCLOSURE, 21.25Wx 24Dx 24H, TELEPHONE EQUIPMENT CABINET AND 12" GROUNDING BUSS BAR

AutoCAD SHX Text FOUR 36"x24"x84" SS SHELVING UNITS w 4 SHELVES EA

AutoCAD SHX Text TWO 36"x18"x84" SS SHELVING UNITS w 4 SHELVES EA

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LKR 4

AutoCAD SHX Text HD STOR CAB 48x24x72

AutoCAD SHX Text 36x18

AutoCAD SHX Text APPROXIMATELY 10'-3" BY 14'-8" PRE-PACKAGED PAINT MIXING BOOTH (PAINT KITCHEN) IN 12' WIDE ALCOVE

AutoCAD SHX Text 24x24x72 LKRS

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LKR 2

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AutoCAD SHX Text TWO 36"x24"x84" SS SHELVING UNITS w 4 SHELVES EA

AutoCAD SHX Text FOUR 48"x24"x84" SS SHELVING UNITS w 4 SHELVES EA

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MICROFRIDGE COMBO REF AND MICROWAVE

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21' WIDE BY 22' HIGH INSULATED OVERHEAD COILING DOOR

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PERSONNEL DOOR

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ABRASIVE RECOVERY EQUIPMENT

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ABRASIVE ELEVATOR

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DUST COLLECTION EQUIPMENT

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WORKING CLEARANCE AROUND DUST COLLECTION EQUIPMENT

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BLAST BOOTH SWING DOORS APPROXIMATELY 20' WIDE BY 20' TALL

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BLAST BOOTH SWING DOORS APPROXIMATELY 20' WIDE BY 20' TALL

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AUGER SCREW ASSEMBLIES

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CROSS AUGER SCREW ASSEMBLY

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AUGER SCREW ASSEMBLIES

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HEAVY DUTY STEEL BAR GRATING SET ON STEEL ANGLES EMBEDDED AT TOP OF TRENCH

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"H' SHAPE RECOVERY TRENCH SIZED FOR AUGER SYSTEM

AutoCAD SHX Text BLAST BOOTH WITH DOORS ON BOTH ENDS. INSIDE WORKING DIMENSIONS: 24' WIDE BY 21' HIGH BY 55' DEEP

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21' WIDE BY 22' HIGH INSULATED OVERHEAD COILING DOOR

AutoCAD SHX Text 8" DIAMETER BY 48" (ABOVE FLOOR) STEEL PIPE BOLLARD FILLED WITH CONCRETE AND FEATURING ROUNDED TOP, TYPICAL AT ALL OH DOORS

AutoCAD SHX Text FOR THE PURPOSE OF THIS RFP PLAN, THE FINISHED FLOOR OF THE BUILDING IS ASSUMED TO BE 6" ABOVE THE SURROUNDING PAVEMENT. RAMP LENGTHS AND CONFIGURATION MAY CHANGE WITH ACTUAL SURROUNDING PAVEMENT TOPOGRAPHY

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CONCRETE RAMP WITH MAXIMUM 2% SLOPE

AutoCAD SHX Text SLAB EDGE PROTECTION: EMBEDDED STEEL ANGLE WITH ONE LEG FLUSH WITH FINISHED FLOOR AND OTHER LEG TURNED DOWN. CONCRETE RAMP ON EXTERIOR IS 1" BELOW FINISHED FLOOR AND SLOPES DOWN CONTINUOUSLY TO SURROUNDING PAVEMENT. SET TURNED DOWN ANGLE FACE BACK FROM OH DOOR TO ALLOW DOOR BOTTOM BAR TO COMPLETELY RECEDE INTO EXTERIOR SIDE OF ANGLE AND DOWN ON SLOPED CONCRETE RAMP. TYPICAL AT ALL OVERHEAD DOORS.

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CONCRETE RAMP WITH ±4% SLOPE

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PERSONNEL DOOR

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PERSONNEL DOOR

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APPROXIMATELY 5' LONG BY 4' WIDE PROTECTIVE CANOPY ABOVE DOOR

AutoCAD SHX Text 8" DIAMETER BY 48" (ABOVE FLOOR) STEEL PIPE BOLLARD FILLED WITH CONCRETE AND FEATURING ROUNDED TOP, TYPICAL AT ALL OH DOORS

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PERSONNEL DOOR

AutoCAD SHX Text PAINT BOOTH WITH DOORS ON ONE END. INSIDE WORKING DIMENSIONS: 24' WIDE BY 21' HIGH BY 55' DEEP

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APPROXIMATELY 5' LONG BY 4' WIDE PROTECTIVE CANOPY ABOVE DOOR

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PERSONNEL DOOR WITH VISION LIGHT

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OSHA COMPLIANT LADDER TO ROOF WITH GUARDRAILS

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OSHA COMPLIANT LADDER TO ROOF

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APPROXIMATE LOCATION OF ROOF-MOUNTED CHILLER. SIZE TO BE DETERMINED BY DESIGN

AutoCAD SHX Text STRUCTURAL SUPPORTS TO MOUNT CHILLER ABOVE ROOF SURFACE. CONFIGURATION AND SIZE TO BE DETERMINED BY DESIGN OF STRUCTURAL SYSTEM AND REQUIREMENTS OF CHILLER

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LEAN-TO WITH LOW-SLOPE ROOF

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HIGH-BAY STRUCTURE

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APPROXIMATELY 8' LONG BY 4' WIDE PROTECTIVE CANOPY ABOVE DOUBLE-DOOR

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END WALL PARAPET. MINIMUM 14" HEIGHT ABOVE HIGHEST POINT OF LOW-SLOPE ROOF

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END WALL PARAPET. MINIMUM 14" HEIGHT ABOVE HIGHEST POINT OF LOW-SLOPE ROOF

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MAINTAIN MINIMUM 3' CLEARANCE BETWEEN CHILLER AND HIGH BAY WALL PANELS

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CONTINUOUS GUTTER

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LOW-SLOPE ROOF. SLOPE TO DRAIN TO CONTINUOUS GUTTER

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LOW-SLOPE ROOF. SLOPE TO DRAIN TO CONTINUOUS GUTTER

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CONTINUOUS GUTTER

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PERSONNEL DOOR

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HOSE BIBB

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HIGH-BAY EXTERIOR FACE-OF-GIRT TO EXTERIOR FACE-OF-GIRT - SEE DIMENSION NOTE

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OVERALL EXTERIOR FACE-OF-GIRT TO EXTERIOR FACE-OF-GIRT - SEE DIMENSION NOTE

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LEAN-TO EXTERIOR FACE-OF-GIRT TO EXTERIOR FACE-OF-GIRT - SEE DIMENSION NOTE

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CMU BOUNDARY PARTITION WALLS

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HIGH-BAY GIRT OUTLINE ABOVE

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PERSONNEL DOOR

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OPEN BAY (HIGH-BAY AREA ) FOR PAINT AND BLAST BOOTHS

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PAINT MIXING AND PREPARATION BOOTH (PAINT KITCHEN) ALCOVE

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PAINT STORAGE (FOR PAINT SHOP)

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HAZMAT PHARMACY STORAGE (CORROSIVE)

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TOTAL NET SQUARE FOOTAGE

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HAZMAT PHARMACY STORAGE

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JANITORIAL CLOSET

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MECHANICAL / AIR COMPRESSOR

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WORKER'S BREAK ROOM (CONDITIONED)

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CONNECTING CORRIDOR (CONDITIONED)

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LAUNDRY ALCOVE (CONDITIONED)

AutoCAD SHX Text ±70

AutoCAD SHX Text ±36

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TOILET, SHOWER, LOCKERS (CONDITIONED)

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TOILET, SHOWER, LOCKERS (CONDITIONED)

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BOOTH CHIMINEY

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LEAN-TO EAVE HEIGHT APPROXIMATELY +14' TO +16'

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6' WIDE DOUBLE-DOOR

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6' WIDE DOUBLE-DOOR

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WINDOW

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CA CONNECTION WITH HOSE REEL (25')

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COMPRESSED AIR (CA) CONNECTION WITH HOSE REEL (50')

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COMPRESSED AIR (CA) CONNECTION WITH HOSE REEL (50')

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20' BY 20' OVERHEAD DOOR

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MAINTAIN AN APPROXIMATE 5' CLEARANCE

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MAINTAIN AN APPROXIMATE 5' CLEARANCE

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PROVIDE SAFETY GUARD RAIL, IF REQUIRED

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CONCRETE RAMP WITH MAXIMUM 2% SLOPE

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PERSONNEL DOOR WITH VISION LIGHT AND WEATHERSRIPPING

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FACE OF EXTERIOR INSULATED WALL PANEL ON HIGH-BAY BUILDING STRUCTURE

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INSULATED WALL PANEL INSTALLED OVER Z-CHANNEL FURRING AT MASONRY WALLS

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CMU BOUNDARY PARTITION WALLS

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CMU BOUNDARY PARTITION WALLS

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AIR RECEIVER (STORAGE)

AutoCAD SHX Text NOTE: AIR COMPRESSOR, AIR DRYER AND AIR RECEIVER STORAGE TANK ARE SHOWN FOR ILLUSTRATION PURPOSES ONLY. ACTUAL SIZES OF MACHINERY AND CONFIGURATION MAY VARY WITH DESIGN SELECTION

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INSULATED WALL PANEL INSTALLED OVER GIRTS

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WALL HYDRANT

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TYPICAL AT ALL OH DOORS

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DRENCH SHOWER AND EYEWASH

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MULTI-AXIS LIFT WITH PLATFORM RETRACTED

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MULTI-AXIS LIFT WITH PLATFORM EXTENDED

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FLOOR-ANCHORED LIFT RAIL

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FLOOR-ANCHORED LIFT RAIL

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MULTI-AXIS LIFT WITH PLATFORM RETRACTED

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FLOOR-ANCHORED LIFT RAIL

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FLOOR-ANCHORED LIFT RAIL

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MULTI-AXIS LIFT WITH PLATFORM EXTENDED

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DISCIPLINE/SHT NO

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SHEET OF

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DRAWING NUMBER

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PROJECT NUMBER

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APPROVING OFFICER

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DATE

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TECH. DIRECTOR

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PROJECT ENG.

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BRANCH CHIEF

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REVIEWED BY:

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REVIEWED BY:

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SHEET TITLE

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SCALE:

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PLOT SCALE:

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CAD FILE NAME:

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A/E PROJECT NO:

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DESIGNED BY:

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DRAWN BY:

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EDITED BY:

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CHECKED BY:

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MARK

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DESCRIPTION

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DATE

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ISSUE

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CONSULTANTS

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CONSTRUCTION CENTER

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FACILITIES DESIGN &

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U. S. COAST GUARD

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5505 ROBIN HOOD ROAD SUITE K

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NORFOLK, VIRGINIA 23513-2431

AutoCAD SHX Text AXXXXXX.dwg

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ISC MIAMI

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FLOOR PLAN

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DOORS AT BOTH ENDS

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FL

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REHAB PAINT & SANDBLAST FACILITY

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MIAMI BEACH

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AutoCAD SHX Text 10877504A101

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RFP PLAN

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OCTOBER 2020

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AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8" =1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 40'

AutoCAD SHX Text 30'

Sheets and Views
Layout1

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