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FLMIAMI

CHILD

MIAMI CENTER

ZMA-19000693-A001

z m a a .d g n

28'30'13'

31'28'13'

LW

MC 10/05/2020

PROJECT ENGINEER MGR: ENROUTE/FSS ENGR CTR

19000693

C O

N S

T R

U

IO

ENGINEERING SERVICES

ENROUTE/FSS

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

ROOF PLAN

REPLACE CHILD CARE FACILITY ROOF

-1

-a

/0

/2

:3

:1

P

M lo tt e d b y

V

-C

A E

G -E

D

B

F

H

8 7 6 5 4 3 2 1

12345678

REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

IS

A B C D E

SHEET NOTES

RTU

KHVU

EF-1

L

R.D. R.D. R.D.

ROOF HATCH

RIDGE LINE

EF-2

R.D.

EF-3

R.D. R.D.

A003

GENERAL NOTES

SCUPPER (TYP.) SCUPPER (TYP.)SCUPPER (TYP.)

SCUPPER (TYP.)SCUPPER (TYP.) SCUPPER (TYP.)

WORK AREA

SCALE: 1/8" = 1'-0"

8' 16'08'

PV

ACCORDANCE WITH PROJECT SUBMITTAL PROCEDURES.

USE. SDS AND PRODUCT DATA MUST BE REVIEWED AND APPROVED BY COR PRIOR TO USE IN

CONTRACTOR MUST COORDINATE USAGE OF ANY CHEMICALS OR SEALANTS WITH COR PRIOR TO6.

OF UNEXPECTED WEATHER. ROOF AREAS IN THE EVENT

DAY. ENSURE SUFFICIENT TEMPORARY COVERAGE MATERIALS IS AVAILABLE TO COVER OPEN

TRANSITION FROM NEW ROOF TO EXISTING ROOF MUST BE SEALED AT THE END OF EACH WORK

CONTRACTOR MUST NOT DEMOLISH MORE ROOF THAN CAN BE REPLACED IN A SINGLE SHIFT.5.

COVER BOARD LAY PATTERNS, RIDGELINE, AND INDUCTION WELD PATTERNS.

LENGTH AND FREQUENCY FOR CORNERS, EDGES, CRICKETS AND FIELD, INSULATION AND

PROCEDURES. INCLUDE ENGINEERS REPORT DETAILING MECHANICAL FASTENER PATTERN,

ROOF SYSTEM FOR REVIEW AND APPROVAL BY COR IN ACCORDANCE WITH PROJECT SUBMITTAL

PRIOR TO COMMENCING WORK THE CONTRACTOR MUST PROVIDE SHOP DRAWINGS OF NEW 4.

DUST DURING CONSTRUCTION. DEBRIS MUST BE REMOVED BY CONTRACTOR DAILY.

BY COR. AREAS AROUND DUMPSTERS MUST BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND

DEBRIS MUST BE PROVIDED BY THE CONTRACTOR. DUMPSTERS LOCATIONS TO BE DETERMINED

CONTRACTOR MUST NOT USE FAA DUMPSTERS. DUMPSTERS FOR DISPOSAL OF CONSTRUCTION3.

DUMPSTER PICKUP AT ALL TIMES. SECURE ACCESS GATES AT THE END OF WORK DAY.

DAYCARE DELIVERIES AND TRASHCONTRACTOR MUST MAINTAIN ACCESSIBILITY FOR EACH

CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE.

CONTRACTOR MUST DO NO DIGGING WITHOUT PRIOR PERMISSION FROM THE COR. BURIED

CONSTRUCTION STAGING AREA. MATERIALS MUST BE NEATLY STORED AND PROTECTED.

STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE MUST BE LIMITED TO THE2.

ATTACHMENT AND A REPAIR COST ESTIMATE ON A SQUARE FOOT BASIS.

CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE CORRUGATED STEEL DECK AND

REINFORCEMENT IF REQUIRED, TO COMPLY WITH THE LATEST FLORIDA BUILDING CODE (FBC).

THE PROFESSIONAL ENGINEER MUST MAKE RECOMMENDATIONS FOR REPAIR OR ADDITIONAL

TEK SCREWS FOR DECK ATTACHMENT. AFTER THE INSPECTION DECK, PUDDLE WELDS AND

REGISTERED STRUCTURAL ENGINEER TO INSPECT THE EXISTING CONDITION OF THE METAL

PRIOR TO REMOVING EXISTING ROOFING SYSTEM THE CONTRACTOR MUST HIRE A FLORIDA1.

NORMAL HOURS OF OPERATION.

OPERATIONS. WORK OVER ENTRANCE MAY BE REQUIRED OUTSIDE OF FACILITY

COORDINATE WORK OVER ENTRANCE WITH COR TO MINIMIZE IMPACT TO FACILITY

PROVIDE EXTENDABLE LADDER SAFETY POST FOR ROOF ACCESS LADDER.

NEW FINISHED SURFACE. SEE DETAIL 7/A003. (TYPICAL)

SECURE CONDENSATE DRAIN LINE SUPPORT BLOCKS TO PADS, SECURE PADS TO

REPLACE CONDENSATE DRAIN LINES FOR RTUS. (TYPICAL)

REMOVE, PROTECT, STORE AND REATTACH PARAPET CAP.

FINISHED SURFACE.

EXTEND ELECTRICAL PENETRATIONS TO MATCH PREVIOUS PROTRUSION ABOVE NEW

ABOVE NEW FINISHED SURFACE. (TYPICAL)

EXTEND DOWN-CONDUCTOR PENETRATIONS TO MATCH PREVIOUS PROTRUSION

(TYPICAL)

EXTEND VENTS TO MATCH PREVIOUS PROTRUSION ABOVE NEW FINISHED SURFACE.

PROVIDE NEW METAL COUNTER FLASHING ON CURBS. (TYPICAL)

PROVIDE TPO ROOF SYSTEM OVER INTERIOR SPACE AND SOUTH ENTRANCE AWNING.

ROOF PLAN - NEW WORK

zma-19000693-a001

2020-12-09T06:39:34-0500

ROBERT L BELTON

2020-12-08T11:06:20-0500

MICHAEL T L COX

ZMA-19000693-A002

a

FOR COR APPROVAL.

SHOP DRAWINGS, AND LAYOUT

ROOF. SUBMIT PRODUCT DATA,

RAILING AROUND PERIMETER OF

PROVIDE FALL PROTECTION

CATCH WIND.

NOT SO LARGE AS TO

DRAINAGE SLIT IS

APPROVAL. ENSURE

ON LAYOUT FOR COR

SUPPORTS. SUBMIT

DRAIN LINE

UNDER CONDENSATE

TERMINALS, AND

WIRES, UNDER AIR

UNDER GROUNDING

PROVIDE PADS

PATHWAY PADS AND

PROVIDE ROOF

FALL PROTECTION, ROOF PAD AND

LIGHTNING PROTECTION PLAN

LAYOUT FOR COR APPROVAL.

DATA, SHOP DRAWINGS, AND

PATIO ROOF. SUBMIT PRODUCT

RAILING AROUND PERIMETER OF

PROVIDE FALL PROTECTION

:2 lo tt e

A B C D E

NOTES

EF-1

EF-3

EF-2

TYPES OF CONNECTIONS.

TERMINAL LOCATIONS. THE SHOP DRAWING SHALL ALSO HAVE DETAILS SHOWING THE DIFFERENT

SHALL INCLUDE "D" SIZE PLAN DRAWING OF ROOF TOP SHOWING PATHS OF CONDUCTORS, AND

3. PROVIDE SUBMITTAL OF LIGHTNING PROTECTION DESIGN TO FAA COR FOR APPROVAL. DESIGN

FAA COR IF DIMENSIONAL ERRORS OR DESIGN CONFLICTS OCCUR.

WORK THAT IS IMPROPERLY INSTALLED OR LOCATED. THE INSTALLER/DESIGNER SHALL NOTIFY THE

COORDINATE THE WORK SHALL TAKE RESPONSIBILITY FOR THE WORK AND ANY PORTION OF THE

CONDITIONS BEFORE THE WORK IS STARTED. INSTALLERS WHO FAIL TO VERIFY, REVIEW AND

2. THE LIGHTNING PROTECTION INSTALLER/DESIGNER IS TO CHECK AND VERIFY ALL DIMENSIONS AND

MUST BE COMPLETED BY A QUALIFIED LIGHTNING PROTECTION CONTRACTOR.

SYSTEMS. TIE NEW LIGHTNING GROUND AND BONDING SYSTEM INTO EXISTING SYSTEM. ALL WORK

CODE 780 AND THE LIGHTNING PROTECTION INSTITUTE CODE 175 FOR LIGHTNING PROTECTION

THE REQUIREMENTS OF UNDERWRITERS LABORATORY CODE 96/96A, NATIONAL FIRE PROTECTION

1. PROVIDE LIGHTING GROUNDING AND BONDING DESIGN FOR THE FALL PROTECTION THAT WILL MEET

FALL PROTECTION, ROOF PAD, AND LIGHTNING PROTECTION PLAN

PERFORMED BY QUALIFIED LIGHTNING PROTECTION CONTRACTOR.

LIGHTNING PROTECTION SYSTEM INTO EXISTING SYSTEM. ALL WORK TO BE

PREVIOUS AIR TERMINAL COVERAGES ON PARAPET WALL. TIE NEW FALL PROTECTION

NEW AIR TERMINAL COVERAGES ON FALL PROTECTION SYSTEM SUPERCEDE

LIGHTNING PROTECTION CONTRACTOR.

WORK. TIE INTO NEW SYSTEM. ALL WORK TO BE PERFORMED BY QUALIFIED

REINSTALL LIGHTNING PROTECTION SYSTEM AND COMPONENTS REMOVED FOR ROOF

zma-19000693-a002

2020-12-09T06:38:20-0500

ROBERT L BELTON

2020-12-08T11:04:32-0500

MICHAEL T L COX

ZMA-19000693-A003

a

4"4"

DETAILS

lo tt e

A003 NOT TO SCALE

TYPICAL ROOF SYSTEM4

ROOF DRAIN

TPO MEMBRANE

CLASS 1A-195, R30 RATING.

NOTE: TPO ROOF SYSTEM - 80 MIL MECHANICALLY FASTENED.

ON EQUIPMENT

METAL COUNTER FLASHING

ROOF CURB

PREFABRICATED

2 PER SIDE

LAG SCREWS

ROOF OPENING

CONTINUOUS HOOK STRIP

BEAM BEYOND

CLAMPING RING

WATER CUT-OFF MASTIC

NOTES:

4"x4" FIBER CANT

PREMOLDED BOOT

CAULKING

STAINLESS STEEL CLAMP

VENT STACK

WATER BLOCK

HEAT WELDED LAP

PLATES & SCREWS 4 PER STACK

SUBSTRATE BOARD

2. REMOVE AND REINSTALL COPING CAP AS NEEDED.

1. PROVIDE SHOP DRAWINGS OF FLASHING.

CANT

TO OUTSIDE OF PARAPET.

AND MECHANICALLY FASTENS

EXTENDS OVER PARAPET

TPO MEMBRANE FLASHING

PARAPET CAP

SHEET METAL

ABOVE HEAD OF CANT

EXTEND TPO MEMBRANE

FALL PROTECTION

A003 NOT TO SCALE (TYPICAL)

METAL PARAPET CAP (COPING) AND BASE FLASHING

TO INSIDE OF CURB.

AND MECHANICALLY FASTENS

EXTENDS OVER CURB

TPO MEMBRANE FLASHING

POLY-ISO BOARD INSULATION R-30 MIN.

EXISTING DECK

5/8" FIREGUARD TYPE X DENS DECK

SCUPPER

DRAIN SUMP.

6. FIELD SPLICES MUST BE LOCATED AT LEAST 6 INCHES OUTSIDE THE

12 INCHES.

5. INSULATION TAPER SHALL NOT BE STEEPER THAN 6 INCHES IN

1/4" MAXIMUM.

4. HOLE IN MEMBRANE MUST EXCEED SIZE OF DRAIN PIPE BY

FROM THE ATTACHMENT POINTS OF THE DRAIN CLAMPING RING.

3. CUT THE MEMBRANE SO IT EXTENDS A MINIMUM OF 1/2 INCH (13 MM)

COMPRESSION ON WATER CUT-OFF MASTIC.

2. ALL BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT

1. REMOVE ALL LEAD AND OTHER FLASHING.

COVER BOARD

POLY-ISO BOARD INSULATION

PREMOLDED PENETRATION FLASHING 3

MECHANICAL CURB DETAIL

PROTECTION

FALL

PARAPET

FALL PROTECTION

STRAP ANCHOR

CONDENSATE DRAIN

STONE AND TPO ROOF

ROOF PAD ADHERED TO PAVING

CONDENSATE DRAIN SUPPORT BLOCK

PAVING STONE

SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.

3. BASIS OF DESIGN IS PRS GUARDRAIL BY LEADING EDGE SAFETY, LLC.

EXCEED CURRENT OSHA 1926.502 REQUIREMENTS.

ANCHORING GUIDELINES FOR THE SUBSTRATE. MUST MEET OR

2. ANCHOR FALL PROTECTION ACCORDING TO MANUFACTURERS

INCLUDE HEIGHT OF RAILINGS AND FASTENING DETAILS.

1. PROVIDE SHOP DRAWINGS OF FALL PROTECTION.

1/2" DENS DECK COVER BOARD

zma-19000693-a003

2020-12-09T06:38:39-0500

ROBERT L BELTON

2020-12-08T11:00:05-0500

MICHAEL T L COX

ZMA-19000693-D001

d

DEMOLITION PLAN

-d

:4

:5 lo tt e

RIDGE LINE

ROOF PLAN - DEMOLITION PLAN

7 PROTECT ALL EXHAUST FANS AND PLUMBING VENTS.

NORMAL HOURS OF OPERATION.

OPERATIONS. WORK OVER ENTRANCE MAY BE REQUIRED OUTSIDE OF FACILITY

COORDINATE WORK OVER ENTRANCE WITH COR TO MINIMIZE IMPACT TO FACILITY

PROTECTION CONTRACTOR.

REINSTALLATION. ALL WORK TO BE PERFORMED BY A QUALIFIED LIGHTNING

SYSTEM AS NEEDED TO PERFORM ROOFING WORK. SYSTEM IS TO BE RETAINED FOR

REMOVE, PROTECT, AND STORE EXISTING LIGHTNING GROUNDING AND BONDING

REPLACE CONDENSATE DRAIN LINES FOR RTUS. (TYPICAL)

REMOVE, PROTECT, STORE AND REATTACH PARAPET CAP.

RECEIVE TPO ROOF SYSTEM.

REMOVE CONSTRUCTION DEBRIS FROM SITE. CLEAN DECKING AND PREPARE TO

DEMOLISH EXISTING MODIFIED BITUMENOUS ROOF DOWN TO EXISTING DECKING.

TO BE DEMOLISHED DOES NOT CONTAIN ASBESTOS.

PERFORM TESTS ON EXISTING FIELD, FLASHING, AND SEALANTS TO VERIFY MATERIAL

ACCORDANCE WITH PROJECT SUBMITTAL PROCEDURES.

USE. SDS AND PRODUCT DATA MUST BE REVIEWED AND APPROVED BY COR PRIOR TO USE IN

CONTRACTOR MUST COORDINATE USAGE OF ANY CHEMICALS OR SEALANTS WITH COR PRIOR TO6.

OF UNEXPECTED WEATHER. ROOF AREAS IN THE EVENT

DAY. ENSURE SUFFICIENT TEMPORARY COVERAGE MATERIALS IS AVAILABLE TO COVER OPEN

TRANSITION FROM NEW ROOF TO EXISTING ROOF MUST BE SEALED AT THE END OF EACH WORK

CONTRACTOR MUST NOT DEMOLISH MORE ROOF THAN CAN BE REPLACED IN A SINGLE SHIFT.5.

PROTECTIVE BOARD LAY PATTERNS, RIDGELINE, AND INDUCTION WELD PATTERNS.

LENGTH AND FREQUENCY FOR CORNERS, EDGES, CRICKETS AND FIELD, INSULATION AND

PROCEDURES. INCLUDE ENGINEERS REPORT DETAILING MECHANICAL FASTENER PATTERN,

ROOF SYSTEM FOR REVIEW AND APPROVAL BY COR IN ACCORDANCE WITH PROJECT SUBMITTAL

PRIOR TO COMMENCING WORK THE CONTRACTOR MUST PROVIDE SHOP DRAWINGS OF NEW 4.

DUST DURING CONSTRUCTION. DEBRIS MUST BE REMOVED BY CONTRACTOR DAILY.

BY COR. AREAS AROUND DUMPSTERS MUST BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND

DEBRIS MUST BE PROVIDED BY THE CONTRACTOR. DUMPSTERS LOCATIONS TO BE DETERMINED

CONTRACTOR MUST NOT USE FAA DUMPSTERS. DUMPSTERS FOR DISPOSAL OF CONSTRUCTION3.

WORK DAY. DUMPSTER PICKUP AT ALL TIMES. SECURE ACCESS GATES AT THE END OF EACH

CONTRACTOR MUST MAINTAIN ACCESSIBILITY FOR DAYCARE DELIVERIES AND TRASH

CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE.

CONTRATOR MUST DO NO DIGGING WITHOUT PRIOR PERMISSION FROM THE COR. BURIED

STAGING AREA. MATERIALS MUST BE NEATLY STORED AND PROTECTED. CONSTRUCTION

STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE MUST BE LIMITED TO THE 2.

TIMELINES WHILE THE ROOF IS OPEN AND THE INTERIOR OF THE BUILDING EXPOSED.

ATTACHMENT AND A REPAIR COST ESTIMATE ON A SQUARE FOOT BASIS TO MINIMIZE DECISION

CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE CORRUGATED STEEL DECK AND

REINFORCEMENT IF REQUIRED, TO COMPLY WITH THE LATEST FLORIDA BUILDING CODE (FBC).

RECOMMENDATIONS FOR REPAIR OR ADDITIONALPROFESSIONAL ENGINEER MUST MAKE

DECK, PUDDLE WELDS AND TEK SCREWS FOR DECK ATTACHMENT. AFTER THE INSPECTION THE

REGISTERED STRUCTURAL ENGINEER TO INSPECT THE EXISTING CONDITION OF THE METAL

PRIOR TO REMOVING EXISTING ROOFING SYSTEM THE CONTRACTOR MUST HIRE A FLORIDA1.

zma-19000693-d001

2020-12-09T06:37:15-0500

ROBERT L BELTON

2020-12-08T10:58:10-0500

MICHAEL T L COX

ZMA-19000693-E501

e

LIGHTNING PROTECTION DETAILS

-e

:4 lo tt e

RADIUS

BONDING LUG

ALUMINUM CONDUCTOR

ROOF DRAIN

LADDER

VENT

HOLDER @3'-0" O/C

ADHESIVE CABLE

#A186X: CAST ALUM

ALUM

BONDING LUG

#A561:

TEE SPLICER

#A706: ALUM

SPLICER

#229S: BIMETAL

(EXISTING DOWN CONDUCTOR)

COPPER CABLE

#509: 10STR. X 14GA. BARE

#A561: CAST ALUMINUM

MIN. 8"

#A706 TEE SPLICER

ALUMINUM (NEW)

BOND CLAMP ALUM

#A240X:

BI-METAL

EXISTING COPPER

CABLE TO GROUND

ROD/COUNTERPOISE

EXISTING PVC

CABLE GUARD

CABLE TO GROUND

ROD/COUNTERPOISE

STRUCTURE

BUILDING

EXISTING COPPER

NO. 229S,

E501 NOT TO SCALE (TYPICAL)

DOWN CONDUCTOR CONNECTION DETAIL

BONDING CONNECTORS AND INSTALLATION HARDWARE

DOWN CONDUCTOR CONNECTION DETAIL

ROOF DRAIN BONDING DETAIL

PIPE RAILING AIR TERMINAL DETAIL

LBS. PER 1000')

STRANDS OF #13AWG WIRES - 190

LIGHTNING CONDUCTOR (37

NO. A37R, CLASS II, ALUMINUM

HORIZONTALLY

AIR TERMINAL BASE MOUNTED

NO. APRB1.5/2AT58 PIPE RAILING

INSTALLED BY OTHERS

RAILING, PROVIDED AND

GALVANIZED STEEL PIPE

FLAT SURFACE AIR TERMINAL DETAIL 3

PIPE RAILING CONNECTION DETAIL

HORIZONTALLY

UNIVERSAL BASE MOUNTED

NO. AUBU58I, ALUMINUM

LBS. PER 1000')

STRANDS OF #13AWG WIRES - 190

LIGHTNING CONDUCTOR (37

NO. A37R, CLASS II, ALUMINUM

LBS PER 1000')

*13AWG WIRES -190

CONDUCTOR (37 STRANDS OF

ALUMINUM LIGHTNING

NO A37R CLASS 11,

BASE CONNECTION

CONNECT ABOVE

ALUMINUM PIPE CLAMP

NO APC -1/1.25

INSTALLED BY OTHERS

RAILING, PROVIDED AND

GALVANIZED STEEL PIPE

TERMINAL WITH SAFETY TIP

CLASS II, ALUMINUM AIR

NO. 5824-ASTAT, 5/8"x 24"

CABLE FASTENER, EVERY 3' MAX.

NO. A262, ALUMINUM ADHESIVE

ALUMINUM AIR TERMINAL WITH SAFETY TIP

NO. 5824-ASTAT, 5/8" X 24" CLASS II,

FOR SUBMITTAL REQUIREMENTS.

IS CALLED OUT TO ESTABLISH A BASIS OF DESIGN. SEE SPECIFICATION

1. FOR THIS DRAWING THOMPSON LIGHTNING PROTECTION HARDWARE

PER 1000')

#13AWG WIRES - 190 LBS.

CONDUCTOR (37 STRANDS OF

NO. A37, CLASS II, ALUMINUM

IN

GENERAL NOTE

FLASHING

CLAMP ALUM

FLAT METAL

CABLE TO

#A142X:

BOND STRAP

#A800:

#A141:

BOND LUG

#A551:

ALUM SPLICER

#A423:

BOND PLATE

#A702:

zma-19000693-e501

2020-12-09T06:37:37-0500

ROBERT L BELTON

2020-12-08T10:57:38-0500

MICHAEL T L COX

ZMA-19000693-G001

COVER SHEET, INDEX AND VICINITY MAP

-g

PROJECT

LOCATION

HIALEAH

HIALEAH

GARDENS

CORAL

GABLES

SOUTH

MIAMI

BEACH

NORTH

BEACH

SPRINGS

SWEETWATER

KENDALL

LAKES

I

TURNP

IKE

X

W Y

PALMETTO

DOLPHIN EXPWY

AIRPORTEXPWY

EXP

WY

SHULA

CAUSEWAY

KEY

BISCAYNE

SUNSET DR

BIRD RD.

CORAL WAY

TAMIAMI

FLAGER ST

SW 24 ST

SW 8 ST

NW 25 ST

NW 36 ST

J

NW 54 ST

NW 79 ST

NW 103 ST

NW 135 ST

NW 183 ST

NW 186 ST

DI

XI

HWY

J.F.K. 71 ST

OKEECHOBEE RD

S

VENETIAN CSWY

MCARTHUR CSWY

RICKENBACKER CSWY

BISCAYNE

BAY

INTERNATIONAL

AIRPORT

NW 58 ST

W 49 ST

DRAWING INDEX

DESCRIPTIONDRAWING NO. DATEREV.

ZMA-19000693-E501

ZMA-19000693-A003

ZMA-19000693-A002

ZMA-19000693-A001

ZMA-19000693-D001

ZMA-19000693-G002

ZMA-19000693-G001

10/05/2020

LIGHTNING PROTECTION DETAILS

DETAILS

LIGHTNING PROTECTION PLAN

FALL PROTECTION, ROOF PAD AND

ROOF PLAN

DEMOLITION PLAN

SITE PLAN

COVER SHEET, INDEX AND VICINITY MAP

MIAMI, FL 33166

7500 NW 58TH ST,

ADDRESS:

T OF TRANSPO

T A

IC

OF

STATES

IT

TM

EN

CHILD CARE FACILITY (CCF)

MIAMI AIR ROUTE TRAFFIC CONTROL CENTER (ARTCC)

CCF - MIAMI, FLORIDA

AVIA

TRAT

SI

NI

VICINITY MAP

NOT TO SCALE

/1 lo tt e zma-19000693-g001

2020-12-17T22:16:23-0500

ROBERT L BELTON

2020-12-17T17:14:41-0500

MICHAEL T L COX

ZMA-19000693-G002

g lo tt e

G002

NW 58TH STREET

HOUSE

GUARD

BLDG.

2 STORY BRICK & METAL

ARTCC BUILDING

1 STORY CBS BUILDING

CHILD CARE CENTER

.R

(P

GATE

GENERAL LEGEND

04' 4' 8'

SCALE: 1/4" = 1'-0"

GRAPHIC SCALE

NORTH ARROW

EXISTING WORK, UON

NEW WORK, UON

CONTRACTOR, UON

DEMOLITION BY

DETAIL REFERENCE

DETAIL DESIGNATION

DETAIL IS DRAWN

SHEET ON WHICH

A012

SECTION DESIGNATION

SECTION IS CUT

SHEET ON WHICH

ABBREVIATIONS

LIMIT OF DEMOLITION

CONNECT TO EXISTING

M101

INCHIN

INSIDE DIAMETERID

MINIMUMMIN

MANUFACTURERMFG

MAXIMUMMAX

.R

(P

BUILDING

NCO

AND STAGING AREA

CONTRACTOR PARKING

GALVANIZEDGALV

GUAGEGA

FEETFT

NOT TO SCALENTS

NATIONAL PIPE THREADNPT

OUTSIDE DIAMETEROD

ON CENTEROC

KITCHEN HOOD VENTILATION UNITKHVUK

REPRESENTATIVE

CONTRACTING OFFICERS COR

PLUMBING VENTPV

POUNDS PER SQUARE INCHPSI

ROOFTOP UNITRTU

ROOF DRAINRD

REQUIREDREQ'D

REFERENCEREF

POLYOLEFIN

THERMOPLASTIC-TPO

TYPICALTYP

NOTED

UNLESS OTHERWISE UON

FOR DAYCARE DELIVERIES AND TRASH DUMPSTER PICKUP AT ALL TIMES. SECURE ACCESS GATES AT THE END OF EACH WORK DAY.

CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE. CONTRACTOR MUST MAINTAIN ACCESSIBILITY

SHALL BE NEATLY STORED AND PROTECTED. CONTRACTOR SHALL DO NO DIGGING WITHOUT PRIOR PERMISSION FROM THE COR. BURIED

STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE LIMITED TO THE CONSTRUCTION STAGING AREA. MATERIALS 9.

DAILY THAT THE SEVERE WEATHER PLAN CAN BE IMPLEMENTED.

WEATHER FORECAST. THE CONTRACTOR MUST NOT REMOVE MORE OF THE ROOF THAN CAN BE REPLACED IN A SINGLE SHIFT. VERIFY

CONTRACTOR AND COR MUST HAVE A DAILY DISCUSSION TO DETERMINE GO/NO GO STATUS FOR ROOF TEAR OFF BASED ON LOCAL 8.

AND ORDINANCES DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

OF THE INDUSTRY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MEET ALL FAA ORDERS, FEDERAL, STATES, AND LOCAL CODES

THE CONTRACTOR OF THIS PROJECT SHALL BE QUALIFIED AND FULLY KNOWLEDGEABLE OF THE APPLICABLE CODES AND STANDARDS 7.

ALL CONSTRUCTION SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.6.

SCALE: 1" = 60'

60' 60'0 120'

THESE TO DICTATE THE FIELD WORK. THE COR SHALL STOP WORK ACTIVITIES IF FIELD WORK DEVIATES FROM THE APPROVED COORDINATION DRAWINGS.

CONDITIONS. THE CONTRACTOR SHALL ENSURE THE COORDINATION DRAWINGS ARE APPROVED BY THE COR PRIOR TO INSTALLATION AND SHALL USE

ELEMENTS. INDICATE IN THE COORDINATION DRAWINGS ANY DEVIATION FROM THE DESIGN TO FIT THE NEW INSTALLATION TO THE ACTUAL FIELD

INDICATE DIMENSIONS, DISTANCES, AND ELEVATIONS THAT RELATE TO THE NEW EQUIPMENT AND COMPONENTS WITHIN THE SPACE AND THE BUILDING

IF REQUESTED BY COR, THE CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS FOR THE APPROVAL OF THE COR. COORDINATION DRAWINGS SHALL 5.

ROUTING OF UTILITIES TO FIT THE CONDITIONS ENCOUNTERED ON SITE ONCE APPROVED BY THE COR AND AT NO ADDITIONAL COST TO THE FAA.

THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT CONDITIONS ON SITE TO ADJUST, OR MODIFY EQUIPMENT LOCATIONS AND4.

THE COR AT LEAST 10 DAYS IN ADVANCE.

OR CIRCUIT BREAKER AT ANY TIME. WORK REQUIRING PERMANENT, TEMPORARY, OR PARTIAL ELECTRICAL/WATER OUTAGES SHALL BE COORDINATED WITH

ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS AND VALVES. THE CONTRACTOR SHALL NOT OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) ANY VALVE3.

EXTREME CAUTION MUST BE PRACTICED WHEN WORKING ON ANY OF THE BUILDING UTILITIES (ELECTRICAL, MECHANICAL, FIRE, OR PLUMBING). 2.

THE GOVERNMENT.

CONDITIONS, EQUIPMENT AND MATERIAL SUPPLIERS AND WITH ALL PROJECT REQUIREMENTS TO PRODUCE AN ACCEPTABLE PRODUCT FOR SITE

THE CONSTRUCTION PROCESS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND CONFIRM ALL INFORMATION PROVIDED HERE WITH

THESE CONTRACT DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS TO BE ENCOUNTERED DURING 1.

STANDARDSTD

SPECIFICATIONSSPEC

E EXHAUST FANEF

zma-19000693-g002

2020-12-09T06:36:50-0500

ROBERT L BELTON

2020-12-08T10:54:58-0500

MICHAEL T L COX