16 SIR 16R00176_Atch 2_DWGS_ZMA-D-1404046 - 13May16.pdf

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APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY DATE

DRAWING NO

DESIGNED

REVIEWED BY

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALES FOR OTHER SIZES.

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

ENGINEERING

JD

JD

JOE DOBY, RA

GENERAL

COVER SHEET

1PAGE OF 10

ZMA-D-1404046-

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FAA ATO

DESIGN ENGINEER, ENROUTE

ENROUTE

1404046

MD/JS

N

NOT TO SCALE

(ZMA ARTCC)

3/31/2016

MANAGER, ENROUTE

JOE SCHMITT

DORAL BLVD

DORAL BLVD

N W

T H

V

P A

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W Y

NW 74TH ST

W

W

K E E C

H O B E E

R

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N W

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NW 58TH ST

NW 74TH ST

N W

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MIAMI SPRINGS

W 21ST ST

NW 72ND ST

M I

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MIAMI FLORIDA

G001

SITE

VICINITY MAP

MIAMI, FL 33166-3724

7500 NW 58TH STREET

MIAMI ARTCC (ZMA)

POWER SERVICE BUILDING AND

MIAMI, FL

PARTIAL ROOF REPLACEMENT

AUTOMATION WING

POWER SERVICE BUILDING AND

ZMA - MIAMI ARTCC

AUTOMATION WING PARTIAL ROOF REPLACE

FOR BID)

(FINAL DESIGN SUBMITTAL

ZMA-D-1404046-G001.dgn 5/12/2016 8:16:10 AM

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APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

JOE DOBY, RA

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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DESIGN ENGINEER, ENROUTE

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APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

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ENROUTE

MD/JS

DESIGN ENGINEER, ENROUTE

DRAWING NO. REV. DATE DESCRIPTION

BREAK LINES

A

A012

A

A012

E1

A012

SECTION DESIGNATION

SECTION DESIGNATION

SECTION IS CUT

SHEET ON WHICH

ELEVATION IS DRAWN

SHEET ON WHICH

SECTION IS CUT

SHEET ON WHICH

04’ 4’

E1

A012

ELEVATION IS DRAWN

SHEET ON WHICH

04’ 4’

E1

A012

ELEVATION IS DRAWN

SHEET ON WHICH

04’ 4’

E1

A012

ELEVATION IS DRAWN

SHEET ON WHICH

04’ 4’

GENERAL LEGEND

E1

A012

ELEVATION IS DRAWN

SHEET ON WHICH

04’ 4’

A012

DETAIL NUMBER

A010

A

A010

E1

A012

SECTION DESIGNATION

DETAIL DESIGNATION

ELEVATION DESIGNATION

SECTION IS DRAWN

SHEET ON WHICH

IS DRAWN OR SCHEDULED

SHEET ON WHICH DETAIL

DETAIL IS DRAWN

SHEET ON WHICH

EQUIPMENT ROOM

04’ 4’ 8’

SCALE: 1/4" = 1’-0"

GRAPHIC SCALE

NORTH ARROW

ROOM NAME & NUMBER

EXISTING WORK, UON

NEW WORK, UON

CONTRACTOR, UON

DEMOLITION BY

DETAIL TITLE REFERENCE

SECTION TITLE REFERENCE

DETAIL REFERENCE

SECTION CUT

PARTIAL SECTION CUT

ELEVATION REFERENCE

NOTESDRAWING LIST

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H

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J

K

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M

N

R

S

T

U

V

W

A

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F P

D

E O X

Y

OD OUTSIDE DIAMETER

OC ON CENTER

OA OUTSIDE AIR

NTS NOT TO SCALE

NPT NATIONAL PIPE THREAD

NOM NOMINAL

NIC NOT IN CONTRACT

MIN MINIMUM

MFG MANUFACTURER

MCC MOTOR CONTROL CENTER

MBH 1000 BTU PER HOUR

MAX MAXIMUM

LWT LEAVING WATER TEMPERATURE

LBS POUNDS

LAT LEAVING AIR TEMPERATURE

KW KILOWATTS

KVA KILOVOLT AMPERE

JB JUNCTION BOX

IW INDUSTRIAL WATER

INV INVERT

IN INCH

ID INSIDE DIAMETER

HZ HERTZ

HWS HEATING WATER SUPPLY

HWR HEATING WATER RETURN

HWC HW CIRCULATION LOOP

HW DOMESTIC HOT WATER

HU HUMIDIFIER

HTE HEAT TRACE ELEMENT

HS HUMIDITY SENSOR

HR HOUR

HP HORSE POWER

HORIZ HORIZONTAL

HC HEATING COIL

HB HOSE BIBB

GV GATE VALVE

GPM GALLONS PER MINUTE

GPH GALLONS PER HOUR

GND GROUND

GFI GROUND FAULT INTERRUPTER

GALV GALVANIZED

GA GAUGE

G NATURAL GAS

FT FEET

FPM FEET PER MINUTE

FM FLOW METER/SENSOR

FLG FLANGE

FFE FINISHED FLOOR ELEVATION

FD/SD FIRE/SMOKE DAMPER

FD FIRE DAMPER OR FLOOR DRAIN

FCV FLOW CONTROL VALVE

FCO FLOOR CLEAN OUT

FCU FAN COIL UNIT

STANDARD ABBREVIATIONS

YH YARD HYDRANT

XFMR TRANSFORMER

XFER TRANSFER

WWF WELDED WIRE FABRIC

W/O WITHOUT

WC WATER COLUMN

WB WET BUILD TEMPERATURE

W/ WITH

W WATTS

VS VIBRATION SENSOR

VIF VERIFY IN FIELD

VERT VERTICAL

VD VOLUME DAMPER

VCT VINYL COMPOSITE TILE

TERMINAL

VAV VARIABLE AIR VOLUME

V VOLTS

UNO UNLESS NOTED OTHERWISE

UH UNIT HEATER

TYP TYPICAL

TS TEMPERATURE SENSOR

TRANS TRANSVERSE

TOP TOP OF PIPE

TOD TOP OF DUCT

TI TEMPERATURE INDICATOR

TEMP TEMPERATURE

T THERMOSTAT

STR STRUCTURE

STD STANDARD

SPEC SPECIFICATIONS

SIM SIMILAR

SF SUPPLY FAN

SCH SCHEDULE

SAP SOUND ABSORBING PANEL

SAN SANITARY

SA SUPPLY AIR

RV REFRIGERANT VENT

RPM REVOLUTIONS PER MINUTE

RHC REHEAT COIL

RGS RIGID GALVANIZED STEEL

REV REVISION OR REVERSE

REQ’D REQUIRED

REINF REINFORCING

REF REFERENCE

REC RECEPTACLE

RCP REFLECTED CEILING PLAN

RA RETURN AIR

R RADIUS

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PS PRESSURE SENSOR

PRV PRESSURE REDUCING VALVE

POC POINT OF CONNECTION

PI PRESSURE INDICATOR

PHC PREHEAT COIL

PH PHASE

EWT ENTERING WATER TEMPERATURE

EMT ELECTRICAL METAL TUBING

ELEC ELECTRIC/ELECTRICAL

ELEV ELEVATION

EF EXHAUST FAN

EAT ENTERING AIR TEMPERATURE

DPS DP SENSOR

DP DIFFERENTIAL PRESSURE

DO DIGITAL OUTPUT

DN DOWN

DISC DISCONNECT

DIA DIAMETER

DI DIGITAL INPUT

DDC DIRECT DIGITAL CONTROL

DC DIRECT CURRENT

DBL DOUBLE

DB DRY BULB TEMPERATURE

D DRAIN

COPPER

CWS CHILLED WATER SUPPLY

CWR CHILLED WATER RETURN

CW DOMESTIC COLD WATER

CU CONDENSING UNIT

CTS COOLING TOWER WATER SUPPLY

WATER RETURN

CTR CENTER OR COOLING TOWER

TECHNICAL REPRESENTATIVE

COTR CONTRACTING OFFICERS

CONT CONTINUOUS

COND CONDENSATE

CONC CONCRETE

COL COLUMN

CO CLEAN OUT

CMU CONCRETE MASONRY UNIT

CL CENTER LINE

CKT CIRCUIT

CIRC CIRCULATING

CIP CAST IN PLACE

CI CAST IRON

CFM CUBIC FEET PER MINUTE

CD CONDENSATE DRAIN

CC COOLING COIL

BWV BACK WATER VALVE

BV BALL VALVE

BTUH BTU PER HOUR

BTU BRITISH THERMAL UNIT

BSMT BASEMENT

BOTT BOTTOM

BOP BOTTOM OF PIPE

BOD BOTTOM OF DUCT

BLDG BUILDING

BKR BREAKER

BFV BUTTERFLY VALVE

BFP BACK FLOW PREVENTER

BF BLIND FLANGE

AWG AMERICAN WIRE GAUGE

AUX AUXILIARY

ASSY ASSEMBLY

ARCH ARCHITECT/ARCHITECTURAL

APROX APPROXIMATELY

AO ANALOG OUTPUT

AHU AIR HANDLING UNIT

AFM AIR FLOW METER/SENSOR

AFF ABOVE FINISHED FLOOR

AD ACCESS DOOR

AC ALTERNATING CURRENT

A AMP

MANAGER, ENROUTE

JOE SCHMITT

G002ZMA-D-1404046-

1404046

FLORIDA(ZMA ARTCC)MIAMI

3/31/2016

GENERAL

LEGEND, ABBREVIATIONS & CODE ANALYSIS

CODE ANALYSIS

CONSTRUCTION, ETC.

FIRE ALARM SHUTDOWNS NECESSARY FOR

DEBRIS REMOVAL, TESTING, ELECTRICAL AND

COSTS MAY INCLUDE, BUT ARE NOT LIMITED TO,

BY THE GENERAL CONTRACTOR. THESE BOURNE

ANY AND ALL COORDINATION COSTS MUST BE 3.

OF THE WORK BEING PERFORMED.

THE FAA COR IN WRITING 48 HOURS IN ADVANCE

REQUESTS FOR CIRCUIT BREAKER OPERATION TO

BREAKERS. CONTRACTOR SHALL SUBMIT ALL

ONLY FAA PERSONNEL MAY OPERATE CIRCUIT 2.

OF LIVES.

OUTAGE MAY RESULT IN ACCIDENTS OR LOSS

AIR ROUTE TRAFFIC CONTROL CENTER, ANY

AS THIS IS A FULLY OPERATIONAL

SYSTEMS OR THE LIGHTNING PROTECTION SYSTEM.

WORKING ON ANY OF THE ELECTRICAL POWER

EXTREME CAUTION MUST BE PRACTICED WHEN 1.1.

OCCUPANCY CLASSIFICATION:2.

3. CONSTRUCTION TYPE:

REGULATIONS:

APPLICABLE CODES AND

NFPA 101, EXISTING BUSINESS

IBC, GROUP B

4. AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT.

7. DEAD END LIMIT: 50 FEET (NFPA 101.38.2.5.2.1).

5. TRAVEL DISTANCE LIMIT: 300 FEET (NFPA 101,38.2.6.1)

6. COMMON PATH OF TRAVEL LIMIT: 100 FEET (NFPA 101.38.2.5.3.1)

TYPE II B IBC ( ADMINISTRATION WING)

TYPE II A IBC ( CONTROL WING AND AUTOMATION WING)

8. SEISMIC DESIGN CATEGORY : C

2013 EDITION, ALTERATIONS CODE

ASME A17.1, SP CODE FOR ELEVATORS AND ESCALATORS,

NFPA 72, NATIONAL FIRE ALARM CODE, 2013 EDITION

NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION

INTERNATIONAL MECHANICAL CODE, 2012 EDITION

NFPA 70 (NATIONAL ELECTRICAL CODE (NEC), 2014

(29 CFR 1910 AND 1926 - CURRENT ISSUE)

GENERAL INDUSTRY SAFETY & HEALTH STANDARDS

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)

BUILDINGS AND FACILITIES (2004)

ABAAS, ADA AND ABA ACCESSIBILITY GUIDELINES FOR

NFPA 101 - LIFE SAFETY CODE, 2012 EDITION

INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION

POWER SERVICES BUILDING AND

AUTOMATION WING PARTIAL ROOF REPLACE

PAGE OF 10

N

2/9/2016

2/9/2016

2/9/2016

3/31/2016

3/31/2016

3/31/2016

3/31/2016

3/31/2016

3/31/2016

3/31/2016

ZMA-D-1404046-E501

ZMA-D-1404046-E102

ZMA-D-1404046-E101

ZMA-D-1404046-A502

ZMA-D-1404046-A501

ZMA-D-1404046-A103

ZMA-D-1404046-A102

ZMA-D-1404046-A101

ZMA-D-1404046-G002

ZMA-D-1404046-G001

LIGHTNING PROTECTION DETAILS

LIGHTNING PROTECTION PLAN

LIGHTNING PROTECTION DEMOLITION PLAN

ROOF DETAILS

ROOF DETAILS

ROOF PLAN

ROOF DEMOLITION PLAN

CONSTRUCTION STAGING PLAN

DRAWING INDEX, ABBREVIATIONS, LEGEND & CODE ANALYSIS

COVER SHEET

ZMA-D-1404046-G002.dgn 5/4/2016 2:15:58 PM

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APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY DATE

DRAWING NO

DESIGNED

REVIEWED BY

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALES FOR OTHER SIZES.

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

ENGINEERING

JD

JD

JOE DOBY, RA

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

P L

N

NOT TO SCALE

CONSTRUCTION STAGING PLAN

CONSTRUCTION STAGING PLAN NOTES

NOTE

SECURITY FENCE

ASPHALT PAVEMENT

NW 58TH STREET

ASPHALT PAVEMENT

PARKING

CONTRACTOR

LOADING DOCK

E N

U E

ASPHALT PAVEMENT

GUARD HOUSE

P L

ELEVATOR

FREIGHT

MAIN ENTRANCE

SECURITY GATE

P A

L M

E T

P R

E S

S W

A Y

IN

T R

U S

IO

N

E S

T

IM

A T

E D

A S

P H

A L

V E

M E

N T

S .R

P

A L

M E

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P R

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S W

A Y

F U

T U

IN

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ASPHALT PAVEMENT

STAGING AREA

CONSTRUCTION

XXXXXXXXXXXX

XXXXXXXXX

XXXXXX

X X

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WAREHOUSE

BUILDING

PCS

A S

P H

A

V E

M E

N T

VERIFY EXISTING SITE CONDITIONS AT TIME OF BID.

CAFETERIA

WING

CONTROL

AREA

TELCO

MAIN ARTCC BUILDING

GARAGE

STORAGE

BUILDING

AUTOMATION

WING

CENTER

CHILD CARE

OFFICE

COORDINATION

NAS

ADMIN WING

POLE

FLAG

ZMA-D-1404046-

DESIGN ENGINEER, ENROUTE

ENROUTE

MD/JS

(ZMA ARTCC)

MANAGER, ENROUTE

JOE SCHMITT

ARCHITECTURAL

CONSTRUCTION STAGING PLAN & NOTES

MIAMI FLORIDA

A101

A101

14040463/31/2016

PUBLIC AND MAY RESULT IN CRIMINAL CHARGES AGAINST THE CONTRACTOR.

LOSS OF THIS EQUIPMENT FOR ANY AMOUNT OF TIME WILL JEOPARDIZE SAFETY OF THE FLYING

IMMEDIATELY OF DAMAGE OR DISRUPTION OF ELECTRICAL SERVICES.

SUCH AS BUT NOT LIMITED TO DISRUPTION OF POWER TO EQUIPMENT. CONTRACTOR SHALL NOTIFY COR

FROM PHYSICAL OR ELECTRICAL DAMAGE AS A RESULT OF INCIDENTAL OR ACCIDENTAL NEGLIGENCE

CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS PROTECTION OF THIS EQUIPMENT

C.5 EXISTING FAA AIR TRAFFIC EQUIPMENT SHALL REMAIN OPERATIONAL THROUGHOUT DURATION OF THIS

WORK SHALL BE COORDINATED WITH COR. DISRUPTION OF THIS FACILITY SHALL NOT BE PERMITTED.

C.4 CONTRACTOR SHALL USE GREAT CARE AND CAUTION WHILE WORKING IN ALL AREAS OF THIS FACILITY.

COORDINATE WORK WITHIN THE BUILDING IN ADVANCE WITH COR.

C.3 FAA ESCORTS MAY BE REQUIRED FOR CONSTRUCTION PERSONNEL WORKING WITHIN THE BUILDING.

C.2 SITE IS A SECURE AREA AND CONSTRUCTION PERSONNEL SHALL REMAIN IN CONSTRUCTION AREAS.

THE BUILDING. CONTRACTORS VEHICLES SHALL BE MARKED.

SUPERVISORY PERSONNEL SHALL BE RESPONSIBLE FOR CONDUCT OF THEIR PERSONNEL WHILE IN

TEMPORARY SECURITY BADGES SHALL BE ISSUED TO CONSTRUCTION PERSONNEL. CONTRACTOR’S

C.1 AN ADVANCE LIST AND WEEKLY LOG OF CONTRACTOR’S PERSONNEL SHALL BE PROVIDED TO COR.

C. FAA SECURITY REQUIREMENTS.

B.1 CONTRACTOR’S PARKING SHALL BE COORDINATED WITH COR.

B. CONTRACTOR PARKING.

POWER SERVICES BUILDING AND

AUTOMATION WING PARTIAL ROOF REPLACE

PAGE OF 10

SEE A102

AREA OF WORK

X X

XX

8:00 AM AND 2:00 TO 4:00 PM.

FAA EMPLOYEES SHIFT CHANGES TO AVOID CONGESTION. FAA SHIFT CHANGES OCCUR AT 6:30 TO

A.4 DELIVERIES SHALL BE SCHEDULED AND APPROVED IN ADVANCE WITH COR AND AT TIMES OTHER THAN

FAA DELIVERIES.

A.3 CONTRACTOR SHALL KEEP LOADING DOCK AND CAFETERIA ENTRANCE ACCESSIBLE AT ALL TIMES FOR

PERSONS NEAR CONSTRUCTION AREAS.

SITE. PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE AND FENCING TO PROTECT, WARN AND DIRECT

A.2 PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR CONSTRUCTION EMPLOYEES AND DELIVERIES ON

SECURITY GATE.

A.1 CONTRACTOR’S VEHICLES, PEDESTRIAN AND DELIVERIES TO SITE SHALL BE THROUGH MAIN ENTRANCE

A. CONSTRUCTION ACCESS.

BE COORDINATED WITH SITE PERSONNEL VIA COR; PARTICULARLY IN CONJUNCTION WITH ONGOING PROJECTS.

CONSTRUCTION ACCESS, PARKING, OFFICES AND EXTENT/SIZE OF CONSTRUCTION STAGING AREA SHALL

DIVISION 1 REQUIREMENTS.

THESE NOTES PARAPHRASE DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO MODIFY OR REPLACE

OF THE MAJOR REQUIREMENTS STATED IN "DIVISION 1 GENERAL REQUIREMENTS" OF THE SPECIFICATIONS.

THE FOLLOWING NOTES AND ACCOMPANYING "CONSTRUCTION STAGING PLAN" GRAPHICALLY REPRESENT MANY

I.1 SEE SPECIFICATION SECTION 01 71 33 FOR SEVERE WEATHER PLAN SUBMITTAL REQUIREMENTS.

I. SITE RESTORATION.

H. ADDITIONAL GENERAL REQUIREMENTS ARE LISTED IN THE SPECIFICATIONS.

SHALL NOT BE PERMITTED IN FAA OCCUPIED AREAS UNLESS APPROVED IN WRITING BY COR.

G.3 NO WELDING EQUIPMENT SHALL BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING

COORDINATE CONSTRUCTION ACTIVITY SO AS NOT TO INTERFERE WITH FUNCTIONS OF THE ARTCC.

G.2 ARTCC IS A 24 HOUR 7 DAY PER WEEK OPERATING FACILITY. IT WILL BE NECESSARY TO

INCLUDING BUT NOT LIMITED TO, DAMAGE CAUSED BY IMPACT, WATER, DEBRIS AND DUST.

G.1 CONTRACTOR SHALL PROTECT FAA EQUIPMENT, BOTH INSIDE AND OUTSIDE BUILDING, FROM DAMAGE, G. EQUIPMENT PROTECTION.

OF PERFORMANCE OF THE WORK.

COORDINATED AND APPROVED IN WRITING BY COR WITH A MINIMUM OF 10 WORKING DAYS IN ADVANCE

F.2 NOISY DEMOLITION (INSIDE OR OUTSIDE) AND OFF-HOURS CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED, DEMOLITION AND CONSTRUCTION NOISE SHALL BE MINIMIZED BETWEEN 6:00 AM TO 11:00 PM.

F.1 CONTRACTOR SHALL NOT INTERFERE WITH AIR TRAFFIC CONTROL FUNCTION OF THIS FACILITY.

F. DEMOLITION AND CONSTRUCTION HOURS.

E.2 CONTRACTOR SHALL NOT USE FAA DUMPSTERS.

SHALL BE REMOVED BY CONTRACTOR DAILY.

SHALL BE KEPT CLEAN AND FREE OF EXCESS DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS

LOCATIONS TO BE DETERMINED BY CONTRACTING OFFICER REPRESENTATIVE (COR). AREAS AROUND DUMPSTERS

E.1 DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY CONTRACTOR. DUMPSTER

E. CONSTRUCTION DEBRIS.

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

CONTRACTOR SHALL DO NO DIGGING WITHOUT PRIOR PERMISSION FROM COR.

STAGING AREA. MATERIALS SHALL BE NEATLY STORED AND PROTECTED.

D.1 STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE SHALL BE LIMITED TO THE CONSTRUCTION

D. CONSTRUCTION MATERIAL STORAGE.

PARKING

VISITOR

ZMA-D-1404046-A101.dgn 5/4/2016 2:19:20 PM

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APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY DATE

DRAWING NO

DESIGNED

REVIEWED BY

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALES FOR OTHER SIZES.

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

ENGINEERING

JD

JD

JOE DOBY, RA

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

CONTROL WING

AUTOMATION WING

A D

M

IN

IS

T R

A T

IO

G

LEGEND

- SCUPPERS

- VENTS

030’ 30’ 60’

SCALE: 1" = 30’

68’-0"

POWER SERVICEA

C D

B

E

G

GENERAL NOTES

- DRAIN

- DRAINAGE DIRECTION

2. PRIOR TO REMOVING EXISTING ROOFING SYSTEM THE CONTRACTOR SHALL

CONDITION OF THE METAL DECK, PUDDLE WELDS AND TEK SCREWS FOR

DECK ATTACHMENT. AFTER THE INSPECTION THE PROFESSIONAL ENGINEER

SHALL MAKE RECOMMENDATIONS FOR REPAIR OR ADDITIONAL REINFORCEMENT

IF REQUIRED, TO COMPLY WITH THE LATEST FLORIDA BUILDING CODE

(FBC). CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE CORRUGATED

STEEL DECK AND ATTACHMENT AND A REPAIR COST ESTIMATE ON A SQUARE

FOOT BASIS.

3. PROTECT ROOF MOUNTED EQUIPMENT. COORDINATE THE WORK AND ACCESS

MATERIALS CONTAIN CHRYSOTILE ASBESTOS. THE ROOF MATERIALS WERE IN GOOD

CONDITION AT THE TIME OF INSPECTION. ALL APPLICABLE LOCAL, STATE AND

FEDERAL REGULATIONS CONCERNING ASBESTOS REMOVAL MUST BE OBSERVED.

N

A102

CAMPUS ROOF DEMOLITION PLAN

ROOF "B" 4,080

ROOF "G" 150

TO ROOF WITH COR.

ZMA-D-1404046-

DESIGN ENGINEER, ENROUTE

ENROUTE

MD/JS

1404046

(ZMA ARTCC)

A102

MANAGER, ENROUTE

JOE SCHMITT

ARCHITECTURAL

CAMPUS DEMOLITION PLAN & NOTES

MIAMI FLORIDA

AUTOMATION WING STAIRS

POWER SERVICES BLDG

HIRE A FLORIDA REGISTERED STRUCTURAL ENGINEER TO INSPECT THE EXISTING

5. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS IN FIELD PRIOR

TO BEGINING WORK.

LOW SLOPED METAL DECK

PROTECTION SYSTEM IN AREAS OF WORK.

PER NOTE 2 THIS SHEET. TEMPORARILY DISCONNECT LIGHTNING

FLASHINGS, ROOF DRAINS AND COPINGS. EXAMINE ROOF DECK

FLAT INSULATION, MEMBRANE, SCUPPERS, PARAPET & WALL

UNDERLAYMENT BOARDS, PROTECTION BOARDS, TAPERED AND

REMOVE EXISTING ROOFING SYSTEM INCLUDING CRICKETS,

POWER SERVICES BUILDING AND

AUTOMATION WING PARTIAL ROOF REPLACE

3/31/2016

1. REPLACE EXISTING LIGHTNING PROTECTION SYSTEM ON ROOF "B" AS WORK

PROGRESSES, KEEPING SYSTEM IN OPERATION,

4. ROOF DRAINS ON ROOF ’B’ WILL BE REPLACED; COORDINATE DEMOLITION WITH COR.

PAGE OF 10

FOOTAGE

SQUARE

TYPE

DECK

ROOF

- REMOVE EXISTING ROOF SYSTEM

7. ADDITIONAL REQUIREMENTS ARE LISTED IN THE SPECIFICATIONS.

6. PER ASBESTOS SURVEY BY ?????, DATED MAY 2016, THE COMPOSITE ROOFING

LOW SLOPED CONCRETE SLAB DECK

16’-8"

NOTE 2 THIS SHEET.

AND EDGE FLASHING. EXAMINE ROOF DECK PER

INSULATION, MEMBRANE, SCUPPERS, WALL FLASHING

CRICKETS, UNDERLAYMENT AND PROTECTION BOARDS,

REMOVE EXISTING ROOFING SYSTEM INCLUDING

ZMA-D-1404046-A102.dgn 5/12/2016 8:09:41 AM

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DATE

APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

JOE DOBY, RA

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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DATE

APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALES FOR OTHER SIZES.

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

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DESIGN ENGINEER, ENROUTE

010’ 10’ 20’

SCALE: 1" = 10’

NOTES

- ROOF DRAIN

LEGEND

N

MANAGER, ENROUTE

JOE SCHMITT

A103

A103ZMA-D-1404046-

1404046

MIAMI (ZMA ARTCC) FLORIDA

ARCHITECTURAL

A 37’- 0"

END OF PANEL

TOP OF EXIST MET DECK (LP)

TOP OF EXISTING

FACE OF EXISTING

PLYWOOD

TOP OF EXISTING METAL DECK (LP) TOP OF EXISTING METAL DECK (HPT)

BOTTOM OF WALL FLASHING

(CONSTANT)

M I

N

NEW OVERFLOW

SCUPPER

1’-0"

5’- 6"

TOP OF EXISTING

FACE OF EXISTING

PLYWOOD

FACE OF EXISTING PLYWOOD

BOTTOM OF SIDING

(CONSTANT)

CRICKET LINE

ALONG WALL

2 3 1 C E F

31’-0"

SLOPE DN SLOPE DN

4"

EXISTING ROOF EL

-FACE OF EXIST

MASONRY

HP OF

CRICKET

TOP OF EXIST METAL

5 1/2" 23’- 4 1/2" 31’- 1 1/2" 5 1/2" 5 1/2"

PARAPET ELEVATION - LOOKING WEST

PARAPET ELEVATION - LOOKING NORTH

8 0 8 16

1/8" = 1’-0"

8 0 8 16

1/8" = 1’-0"

F

D

B

A

1’2’3’4’6’ 5’7’

C’

D’

F

D

C’

D’

F

D

C’

D’

F

D

A’

LOW ROOF

GIRT LINE

2 1/2" EXP JT

LADDER &

HIGH ROOF

E

C

37’-0" 31’-0"

SL

OP

E

(T

YP

SLOPE DOWN

SLOPE DOWN

R I

D G

E

WALKWAYS TO SERVICE

EXISTING

GENERATOR

BUILDING

RUNGS SHALL BE CLEAR OF

EXIST ROOF VENT

TO REMAIN(TYP 4 PLACES)

A

B C

D

E

A103

C D

A103

PAGE OF 10

3/31/2016

ROOF DRAINS

A103

NO ROOF WORK REQUIRED THIS AREA

LOW

PSB ROOF PLAN

MID ROOF

PARTIAL ROOF PLAN

AUTO WING STAIRS

LOW

G

A502

A

A502

B

ROOF

PSB & PARTIAL AUTO WING ROOF PLANS

8 0 8 16

1/8" = 1’-0"

E

A103

PARAPET ELEVATION - LOOKING EAST

(LOOKING SOUTH - OPPOSITE HAND)

NEW WALL FLASHING

OVER NEW PLYWOOD (TYP)

ROOF

F D B A

ROOF LINE

SECOND

FLOOR

TOP OF EXIST METAL

HP OF

CRICKET

PREFORMED METAL SIDING TO REMAIN (TYP)

CRICKET LINE

ALONG WALL

RD

- ROOF VENTRV

RV

RDRD

RD RD

A501

C

A501

C

A501

D

2. CONTRACTOR TO REMOVE EXISTING ROOF SYSTEMS ON B AND G

ROOF LADDERS AND

WALL FLASHING BY 7" MIN

NEW 4" ROOF DRAIN

SEE DETAIL A/A501

RL - ROOF LADDER

FLASHING AND METAL COPING.

SYSTEM INCLUDING VERTICAL WALL

- REPLACE EXISTING ROOF MEMBRANE

ONLY. REPLACE COPING, WALL FLASHING, ROOF DRAINS

AND SCUPPERS ON THESE TWO ROOFS.

NEW CRICKET (TYPICAL)

NEW

NEW OVERFLOW

SCUPPER SEE F/A501 (TYP OF 4)

NEW WALL FLASHING OVER NEW PLYWOOD

NEW WALL FLASHING OVER NEW PLYWOOD

E

A103

C

A103

C

A103

(OPP. HAND)

D

A103

A502

E

A502

D

A502

D

(@ EXP. JT.)

(@ EXP. JT.)

(@ EXP. JT.)

A502

E

A502

D

A502

D

A501

C

16’-0"

010’ 10’ 20’

SCALE: 1" = 10’

POWER SERVICES BUILDING AND

AUTOMATION WING PARTIAL ROOF REPLACE

ON B ROOF ONLY. SEE E102.

NOTE 4

PLATFORM

1. ROOF B IS LOWEST ROOF ON PSB.

NO ROOF WORK REQUIRED THIS AREA

REQUIRED THIS AREA

NO ROOF WORK

R E

Q U

IR

IS

E A

F

3. CONTRACTOR TO INSTALL NEW LIGHTNING PROTECTION SYSTEM

SEE DETAILS THIS SHEET

NEW LADDERS

NEW LADDER SEE DETAILS THIS SHEET

NEW

NEW LADDER AND

PLATFORM WITH NEW BRACKETS.

A103 N.T.S.

I

N

X

ROOF SURFACE

COPING

TOP OF

2’-6"

1’-6"

ELEVATION AT ROOF A

PROFILE

AT ROOF C & D

PROFILE

ELEV./PROFILES

TYPICAL LADDER

WALKWAY

LADDER

TOP OF

Y

P

3’-6" MIN.

7" MIN.

MIN.

7"

7" MIN.

MIN. DIM.

FOR 7" CLEAR

AS NEEDED

FIELD MEASURE

IRON BRACES

2 X 2 ANGLE

GRATING

WALKWAY

1 1/2"

- BEAR ON WALKPAD

ADJUSTED FOR HEIGHT

SLOTTED ANGLE SUPPORT

TO REMAIN

EXISTING ANCHORS

RL

RL

RL

4. CONTRACTOR TO REPLACE LADDERS (SEE SPEC).

DECK (LP) EL 15’-0 1/2" +

18’-9 1/4"+

DECK (LP) EL 15’-0 1/2" +

PARAPET EL 21’-6"

PARAPET EL 21’-6"

EL 15’-0 1/2" + EL 15’-7 1/2" + EL 15’-0 1/2" +

ZMA-D-1404046-A103.dgn 5/12/2016 12:43:13 PM

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DATE

APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

JOE DOBY, RA

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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DESIGN ENGINEER, ENROUTE

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DATE

APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

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DESIGN ENGINEER, ENROUTE

PAGE OF 106

3/31/2016

MANAGER, ENROUTE

JOE SCHMITT

1/2" DENS DECK

TPO ROOF MEMBRANE

POLY ISO RIGID INSULATION

5/8" FIREGUARD TYPE X DENS DECK

TYPICAL ROOF ASSEMBLY DETAIL

(EXISTING) METAL DECK

COVER BOARD AND THERMAL INSULATION

THERMOPLASTIC ROOF MEMBRANE

DRAIN STRAINER

ROOF DECK

CLAMPING RING

DECK CLAMP

DRAIN BOWL

TAPERED INSULATION

ROOF DETAIL ROOF DRAIN

1. MEMBRANE SEAMS SHOULD NOT INTERSECT DRAIN CLAMPING RING.

BOWL FLANGE AND ROOF MEMBRANE

INSTALL COMPATIBLE SEALANT BETWEEN DRAIN

EXTEND APPROX. 1’’[25 mm] PAST CLAMPING RING

ROUND CUT IN THERMOPLASTIC MEMBRANE;

THAN DRAINPIPE DIAMETER

HOLE IN MEMBRANE SHOULD BE LARGER

NOTE:

A501ZMA-D-1404046-

1404046

ARCHITECTURAL

ROOFING DETAILS

FLORIDA(ZMA ARTCC)MIAMI

A501

A501

TPO MEMBRANE

HEAT WELDED LAP

PLATES & SCREWS 4 PER STACK

PREMOLDED BOOT

STAINLESS STEEL CLAMP

CAULKING

VENT STACK

WATER BLOCK

PREMOLDED PENETRATION FLASHING

SHOULD BE USED WHENEVER POSSIBLE.

IN SMALL AND LARGE SIZES AND

PREMOLDED BOOTS ARE AVAILABLE

IT MUST BE PULLED OVER VENT PIPE

DO NOT CUT PREMOLDED BOOT.

NOTE

(1/2" DENS DECK)

PROTECTION BOARD

DENS DECK

5/8" FIREGUARD TYPE "X"

RIGID INSULATION

ROOF DECK

AT ROOF PENETRATIONS.

NOTE: PROVIDE U.L. APPROVED FIRE AND SMOKE SEALANT

A501

A

C A501

METAL SIDING

PREFORMED

SEE STRUCT DWG

CONT BENT L

1’-6"

7"

5"1

RIGID INSUL

M I

N 3"

MIN

TOP OF STEEL

METAL DECK

3"

CONT CLEAT

CLOSURE (TYP)

SIDING PROFILE

MEMBRANE

ROOFING

SINGLE PLY

METAL CAP

PREFINISHED

JOIST

STRUCT STEEL

STRUCT BEAM

OF WOOD NAILER

EXTEND MEMBRANE OVER TOP

SEE NOTE BELOW FOR REQD FASTENERS

�" EXTERIOR GRADE PLYWOOD

SHEET METAL SCREWS AT 12" OC AT EDGES AND FIELD

FASTEN PLYWOOD TO LINER PANEL WITH CSK PAN HEAD

METAL SCREWS @ 12" OC EACH FACE

FASTEN TO LINER PANEL WITH SHEET

CONT 18 GA SHEET METAL CLOSURE

#4 POINT AT 24" OC

WITH WOOD TO METAL SCREWS:

2x6 SHAPED WOOD NAILER

POINT

ABOVE ROOF LOW

SCUPPER. SET 2"

6" WIDE GALV MET

SLOPE

ASSEMBLY

ROOF DRAIN

NEOPRENE WASHERS

FASTENERS @ 24" OC THRU

NOTE

BELOW BLOCKING

1’’ [25 mm] MIN.

WOOD NAILER

FLASHING MEMBRANE

THERMOPLASTIC ROOF MEMBRANE

COVER BOARD AND THERMAL INSULATION

ROOF DECK

SHEET METAL PARAPET CAP

CONTINUOUS SHIM

GASKETED FASTENERS

SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

FASTENERS APPROX. 12’’[300 mm] O.C.

BELOW NAILER AND SECURE

EXTEND MEMBRANE TO

SECUREMENT OPTIONS FOR SHEET METAL.

2. REFER TO THE SHEET METAL SECTION OF THE METAL ROOFING MANUAL FOR JOINERY AND

EXPANSION.

1. THIS DETAIL SHOULD BE USED ONLY WHERE THE DECK IS SUPPORTED BY THE WALL

CONTINUOUS CLEAT

SEAM PLATES AND FASTENERS

NOTES:

NOTE

1. ROOF ASSEMBLY SHALL BE MINIMUM R-30

SIDING PROFILE

CLOSURE

EXISTING

ROOF DECK

EXISTING

CONT CLIP WITH

FASTENERS AT

12" OC

EXISTING WOOD NAILERS

EXISTING METAL DECK

V A

R I

E S

N

TOP OF BASE FLASHING

N

SIDING PROFILE

CLOSURE

NOTES

FASTENERS AT

24" OC

TOP OF PARAPET

PREFINISHED

METAL CAP

METAL DRIP

FASTENERS

RETAIN EXISTING FLASHING EXISTING ROOFING

1. REMOVE EXISTING LIGHTNING

PROTECTION SYSTEM AND

COPING (INCLUDING WOOD

NAILER) AT TOP OF PARAPET

PROTECTION SYSTEM PER

SLOPE

2. VERIFY THICKNESS OF EXIST

WALL PRIOR TO FABRICATION

AND INSTALLATION OF SHEET

METAL CAP AND SHAPING OF

WOOD NAILER

1 1/4"1 1/2"

D A501

A501

B TYPICAL PARAPET FLASHING

SCALE: N.T.S.

SCALE: N.T.S.

PARAPET SECTION

PARAPET DETAIL

SCALE: N.T.S.

N.T.S.

N.T.S.

SCALE: N.T.S.

A501

F

SCALE: N.T.S.

ROOF DRAIN & SCUPPER

METAL COPING

NEW PREFINISHED 22 GA

METAL CAP

NEW PREFINISHED

METAL FLASHING

NEW PREFINISHED SHEET

FASTENERS AT 12" OC

NEW CONT CLEAT W/

SUBSTRATE

FLASHING OVER NEW PLYWOOD

INSTALL NEW VERTICAL WALL

REMOVE EXISTING ROOFING &

NEW 22 GA GALV SHEET

BACKING

NEW PLYWOOD

CONSTANT

FLASHING SHALL BE

BOTTOM OF COUNTER

TO REMAIN

CONSTRUCTION

EXISTING PARAPET

EXISTING TO REMAIN

METAL SIDING

PREFINISHED

REMOVE EXISTING

NAILER (AS REQUIRED)

FOR SECURING WOOD

GALV SHT MTL CLOSURE

PROVIDE NEW CONT 18 GA

AT 12" OC

W/ FASTENERS

NEW CONT CLEAT

MET SCREWS:#4 POINT AT 24"OC

TREATED) WD NAILER W/ WD TO

NEW 2x CONT (SHAPED &

POWER SERVICES BUILDING AND

AUTOMATION WING PARTIAL ROOF REPLACE

NEW RIGID INSULATION

NEW BASE FLASHING MEMBRANE

NEW PERIMETER METAL BAR AND

NEW SINGLE PLY ROOF MEMBRANE

SUBMITTED TO COR FOR REVIEW PRIOR TO START OF WORK.

REPLACED BY MANUFACTURER’S WARRANTY APPROVED DETAILS AND

SHOWING EXTENT AND SCOPE ONLY; THESE DETAILS ARE TO BE

EXISTING PROFILES. DETAILS 1, 2, A & B ARE NRCA DETAILS

DETAILS C, D & F ARE SITE SPECIFIC SHOWING CONFIGURATION OF

NOTE:

NEW TAPERED CRICKET SEE PLAN

SPECIFICATIONS

NEW PLYWOOD SHEATHING

WALL FLASHING OVER

METAL SIDING & INSTALL NEW

REMOVE EXISTING PREFINISHED

WALL

3. REPLACE LIGHTNING

ELECTRICAL SHEETS AND

CL

EL 21’-6"

EL 32’-6"

TOP OF PARAPET

EL 29’-10"

ZMA-D-1404046-A501.dgn 5/4/2016 2:12:47 PM

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DATE

APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

JOE DOBY, RA

FOR OFFICIAL USE ONLY

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DATE

APPROVED

APVD

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

SUBMITTED BY APPROVED BY

JCNISSUED BY DATEDESIGNED

REVIEWED BY

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALES FOR OTHER SIZES.

ATLANTA NAS

EASTERN SERVICE AREA ATLANTA, GA

JD

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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DESIGN ENGINEER, ENROUTE

PAGE OF 107

3/31/2016

MANAGER, ENROUTE

JOE SCHMITT

THERMOPLASTIC ROOF MEMBRANE

ROOF DECK

MEMBRANE CAP

PLUMBING VENT STACK

PLUMBING VENT ROOF DETAIL

FLASHING MEMBRANE(8’’ [200 mm] MIN. HEIGHT)

AS REQUIRED FOR SPECIFIC SYSTEM

BASE MEMBRANE ATTACHMENT

COVER BOARD AND THERMAL INSULATION

CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING

OF 12 INCHES [300 mm] OF CLEARANCE ON ALL SIDES FROM WALLS,

1. VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM

NOTE:

SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

NOT TO SCALE

A502ZMA-D-1404046-

A502

INSULATION

THERMAL AND

COVERBOARD

MEMBRANEROOF

THERMOPLASTIC

SYSTEM)

THE SPECIFIC

REQUIRED FOR

SEALANT (IF

MEMBRANE

FLASHING

CONTINUOUS CLEAT

NAILERS

WOOD

B E

L

B

O C

K

IN

G

WOOD NAILERS

TO FASTENED

WOOD CANT

FASCIA CAP

SHEET METAL

FASTENERS

GASKETED

METAL FLASHING (FASCIA CAP)

RAISED PERIMETER EDGE WITH

ROOF DECK

FLASHING

MEMBRANE

APPROPRIATE SEALANT

(E.G., POLYURETHANE)

DRAW BAND

COMPATIBLE SEALANT

MIN. FLANGE

NON-SHRINK

GROUT

COVERBOARD AND

THERMAL INSULATION

ROOF DECK

THERMOPLASTIC

ROOF MEMBRANE

[100 MM] MIN. HEIGHT)

PITCH PAN (4’’

COATED METAL

METAL OR MEMBRANE

SOLDERED SHEET

WEATHERPROOF

PENETRATION POCKET

COLLAR OVERLAPPING

SHEET METAL RAIN

SYSTEM)

THE SPECIFIC

REQUIRED FOR

SEALANT (IF

SEALANT

POURABLE

SPECIFIC SYSTEM

REQUIRED FOR

SECUREMENT AS

BASE MEMBRANE

FASTENERS

SEAM PLATES AND

FASTENED

AT CORNERS

CLEARANCE

APPROX. 1/4’’ [6 MM]

4’’ [100 MM]

SURFACE MOUNTED COUNTERFLASHING

CONCRETE FASTENERS

INSTALL COMPATIBLE SEALANT BEHIND MEMBRANE

THERMOPLASTIC ROOF MEMBRANE

COVER BOARD AND THERMAL INSULATION

ROOF DECK

SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM)

FLASHING MEMBRANE (8’’ [200 mm] MIN. HEIGHT)

SHEET METAL COUNTERFLASHING

NOTES:

FOR JOINERY AND SECUREMENT OPTIONS FOR SHEET METAL.

2. REFER TO THE SHEET METAL SECTION OF THE METAL ROOFING MANUAL

1. THIS DETAIL SHOULD BE USED ONLY WHERE THE DECK IS SUPPORTED BY THE WALL.

AND TOOL TO FACILITATE WATER RUN-OF

INSTALL APPROPRIATE SEALANT (E.G., POLYURETHANE)

SEALANT OR TAPE TO SPAN IRREGULARITIES

OPTIONAL: INSTALL COMPRESSIBLE ELASTOMERIC

FASTENERS APPROX. 12’’ [300 mm] O.C.

TERMINATION BAR FASTENED WITH APPROPRIATE

FOR ALTERNATE PERIMETER SECUREMENT OPTIONS

SEAM PLATES AND FASTENERS

7’1

EXTRA WIDE SUBGIRT

2’-5"

7"

EXP JT

7’1

2’-5"

T A

P E

R

C

I

C K

E T

TREATED WD NAILERS.

FASTEN BOTT NAILER

TO METAL DECK WITH

WD TO MET SCREWS:

#4 POINT AT 24" OC

TOP OF PARAPET

TOS EL VARIES

EXP JT

EXISTING

BENT PLATE

EXISTING

MTL DECK

2 1/2 "

2 1/2"

10 1/4"

EXIST EXT 1 1/2" MTL SIDING

A

A502 B

A502

C

A502 NOT TO SCALE

PENETRATION POCKET

D

A502

E

A502

1404046

ARCHITECTURAL

ROOF DETAILS

MIAMI (ZMA ARTCC) FLORIDA

TO REMAIN

EXISTING CONSTRUCTION

PARAPET EL 21’-6"

EXISTING TOP OF

SHEET METAL CLOSURE

EXIST 18 GA GALV

GIRT

EXISTING

W/ INSULATION

EXISTING LINER PANEL

METAL SIDING TO REMAIN

EXISTING PREFORMED

GALV DRIP

EXISTING 18 GA

EXP JT TO REMAIN

EXISTING PREFABRICATED

NEW COPING

TO REMAIN

CONSTRUCTION

EXISTING

EXP JT TO REMAIN

EXISTING PREFABRICATED

NEW CRICKET

NEW METAL COPING

EXIST. STEEL DECK

ON DENS. DECK OVER

NEW RIGID INSULATION

SHEATHING

NEW PLYWOOD

WALL FLASHING

NEW VERTICAL

POWER SERVICES BUILDING AND

AUTOMATION PARTIAL ROOF REPLACE

NOT TO SCALE - AT ROOF ’G’ ONLY

NOT TO SCALE - AT ROOF ’G’ ONLY

DETAIL AT EXPANSION JOINT

DETAIL AT EXP. JT.

AND SUBMITTED TO COR FOR REVIEW PRIOR TO START OF WORK.

REPLACED BY MANUFACTURER’S WARRANTY APPROVED DETAILS

SHOWING EXTENT AND SCOPE ONLY; THESE DETAILS ARE TO BE

EXISTING PROFILES. DETAILS 1, A, B & C ARE NRCA DETAILS

DETAILS D & E ARE SITE SPECIFIC SHOWING CONFIGURATION OF

NOTE:

NOT TO SCALE - ROOF ’B’ ONLY

NOT TO SCALE - ROOF ’B’ ONLY

EL 21’-6"

EL 17’-1"

ELEV 21’-6"

ELEV 22’-0"

ZMA-D-1404046-A502.dgn 5/4/2016 2:13:54 PM

E

A

B

REQUIRED THIS AREA

PROTECTION WORK

NO LIGHTNING

R E

Q U

IR

E A

P R

O T

E C

T

IG

H T

N

3’4’6’ 5’7’ 1

C’

F

D

C’

F

D

C’

F

D

B

A

D

F

2 3

LOW ROOF

RD

RD

HIGH ROOF

MID ROOF

RD

REQUIRED IN THIS AREA

PROTECTION WORK

NO LIGHTNING

THIS AREA

WORK REQUIRED IN

PROTECTION

NO LIGHTNING

37’-0" 31’-0"

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

ACTIVE

FLMIAMI

LEGEND:

GENERAL NOTES:

SHEET NOTES:

N

08’ 8’

SCALE: 1/8" = 1’-0"

16’

(LOW ROOF)

ARTCC

MIAMI CENTER

Z

A

D

E .d g n

ENGINEERING SERVICES

ENROUTE/FSS

PARTIAL ROOF REPLACEMENT

POWER SERVICE BUILDING

DM

DM

PROJECT ENGINEER MGR: ENROUTE/FSS ENGR CTR

02/09/2016 1404046

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

ZMA-D-1404046-E101

F

IE

V

IS

IO

N

SYSTEM TO REMAIN

LIGHTNING PROTECTION

EXISTING ROOF "A"

STEEL LADDER

RD

RDRD

RD

FIELD VERIFIED.

ON THE ROOF ARE APPROXIMATE. EXACT LOCATIONS SHALL BE

LOCATION OF LIGHTNING PROTECTION SYSTEM COMPONENTS 2.

GOVERNMENT.

CONDITIONS TO PRODUCE AND ACCEPTABLE PRODUCT FOR THE

CONFIRM ALL INFORMATION PROVIDED HERE WITH EXISTING SITE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND

ENCOUNTERED DURING THE CONSTRUCTION PROCESS. IT IS THE

INTENDED TO SHOW ALL POSSIBLE CONDITIONS TO BE

THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT 1.

TO ACCOMODATE ROOF "B" REPLACEMENT WORK.

FLASHING TO REMAIN. DISCONNECT AND REINSTALL AS REQUIRED

EXISTING ROOF "A" MAIN CONDUCTOR RUNNING ON ROOF 4

INDICATED ON DRAWING E102.

CONNECTOR FOR NEW INSTALLATION ON ROOF "B" AS

CONDUCTOR ON ROOF "A" TO REMAIN. PROVIDE NEW SPLICE

REMOVE BI-METAL SPLICE CONNECTION TO MAIN LIGHTNING 3

DRAWING E102.

CONDUCTORS FOR FINAL INSTALLATION, AS INDICATED ON

REPLACEMENT WORK. PROVIDE NEW CONNECTORS AND

TEMPORARILY AS REQUIRED TO ACCOMODATE ROOF

EXISTING TO REMAIN DOWN LEAD CONDUCTORS. DISCONNECT 2

PROTECTION SYSTEM AS INDICATED ON DRAWING E102.

ENTIRETY FOR ROOF "B". PROVIDE NEW LIGHTNING

REMOVE EXISTING LIGHTNING PROTECTION SYSTEM IN ITS 1

90% DESIGN

E101 SCALE: 1/8" = 1’-0"

PARTIAL POWER SERVICE BUILDING ROOF - LIGHTNING PROTECTION DEMOLITION PLAN

LIGHTNING PROTECTION DEMOLITION PLAN

STEEL LADDER

ELEMENTS AND/OR EQUIPMENT

BONDING CONNECTION TO METAL STRUCTURE, BUILDING

CLASS II AIR TERMINAL WITH BASE

COPPER CONDUCTOR TO BUILDING COUNTERPOISE.

DOWN LEAD CONDUCTOR TO LOWER ROOF OR TO EXISTING

MAIN LIGHTNING PROTECTION CABLE, CLASS II

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:1

D a n ie l D o b y

DATE

APPROVED

Z M

A

D

E .d g n

E

A

B

REQUIRED THIS AREA

PROTECTION WORK

NO LIGHTNING

R E

Q U

IR

E A

P R

O T

E C

T

IG

H T

N

3’4’6’ 5’7’ 1

C’

F

D

C’

F

D

C’

F

D

B

A

D

F

2 3

LOW ROOF

RD

RD

HIGH ROOF

MID ROOF

RD

REQUIRED IN THIS AREA

PROTECTION WORK

NO LIGHTNING

THIS AREA

WORK REQUIRED IN

PROTECTION

NO LIGHTNING

37’-0" 31’-0"

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

MIAMI

LEGEND:

N

08’ 8’

SCALE: 1/8" = 1’-0"

16’

(LOW ROOF)

A

D

E .d g n

SHEET NOTES:

ELEMENTS AND/OR EQUIPMENT.

BONDING CONNECTION TO METAL STRUCTURE, BUILDING

SOLID ALUMINUM AIR TERMINAL WITH BASE, CLASS II, BLUNT TIP.

BI-METAL CONNECTOR AS REQUIRED.

COPPER CONDUCTOR TO BUILDING COUNTERPOISE. PROVIDE

DOWN LEAD CONDUCTOR TO LOWER ROOF OR TO EXISTING

REQUIREMENTS). FASTENING TO BUILDING EVERY 3 FEET MAX.

OF 13 GAUGE WIRE, 98 LBS. PER 1000 FEET (MIN.

MAIN LIGHTNING CONDUCTOR, CLASS II - ALUMINUM, 37 STRANDS

CONDUCTOR (TYPICAL)

SUPPORTS OF EXPOSED

3’-0" MAXIMUM BETWEEN

ADHESIVE CABLE HOLDERS 6

E501

VENT PIPE

E501

(TYP.)

E501

E501

(TYP.)

(TYP.)

(TYP.)

90% DESIGN

STEEL LADDER

ROOF "D" TO REMAIN

PROTECTION SYSTEM ON

EXISTING LIGHTNING

ROOF "A" TO REMAIN

PROTECTION SYSTEM ON

EXISTING LIGHTNING

RD

RD

RDRD

RD

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

FLMIAMI

DM

DM 02/09/2016 1404046

ENGINEERING SERVICES

ENROUTE/FSS

PARTIAL ROOF REPLACEMENT

POWER SERVICE BUILDING

PROJECT ENGINEER MGR: ENROUTE/FSS ENGR CTR

A

D

E .d g n

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

ZMA-D-1404046-E102

F

IE

V

IS

IO

N

ENGINEERING SERVICES

ENROUTE/FSS

PARTIAL ROOF REPLACEMENT

POWER SERVICE BUILDING

DM

DM

PROJECT ENGINEER MGR: ENROUTE/FSS ENGR CTR

02/09/2016 1404046

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

ZMA-D-1404046-E102

F

IE

V

IS

IO

N

FL

E501

E102 SCALE: 1/8" = 1’-0"

PARTIAL POWER SERVICE BUILDING ROOF - LIGHTNING PROTECTION PLAN

LIGHTNING PROTECTION PLANLIGHTNING PROTECTION PLAN

ALUMINUM MAIN CONDUCTOR ON ROOF "B".

LEAD COPPER CONDUCTOR FROM ROOF "D" TO NEW

PROVIDE BI-METAL CONNECTOR TO CONNECT EXISTING DOWN 8

SPLICER CONNECTOR.

TO EXISTING MAIN CONDUCTOR ON ROOF "A". PROVIDE NEW

CONNECT NEW LIGHTNING MAIN CONDUCTOR ON ROOF "B" 7

BUILDING COUNTERPOISE.

BI-METAL CONNECTOR TO EXISTING COPPER CABLE TO

CONNECTION TO EXISTING DOWN CONDUCTOR. PROVIDE 6

LIGHTNING PROTECTION LOOP USING MAIN SIZE CONDUCTOR.

PROVIDE HEAVY-DUTY BONDING LUG/PLATE. CONNECT TO 5

ON ROOF. SEE DETAIL 4 ON DRAWING E501.

PROVIDE BONDING STRAP AND CONDUCTOR FOR VENT PIPE 4

DRAIN.

PROVIDE BONDING LUG AND CONDUCTOR FOR METAL ROOF 3

FASTEN EVERY 3 FEET MAX.

CLASS II ALUMINUM CONDUCTOR RUNNING ON PARAPET WALL. 2

MOUNTED HORIZONTALLY ON PARAPET WALL.

CLASS II ALUMINUM AIR TERMINAL 5/8"x 24" WITH BASE 1

CONDUCTOR. COORDINATE WITH ARCHITECTURE.

BOND NEW SAFETY RAILING TO MAIN LIGHTNING 12.

MANUFACTURER PRIOR TO INSTALLATION.

SUBMITTAL FROM LIGHTNING PROTECTION

CONTRACTOR TO PROVIDE APPROVED SHOP DRAWING 11.

ROOFING CONTRACTOR.

SHALL BE COORDINATED AND INSTALLED BY THE

INSTALLATION OF THE LIGHTNING PROTECTION SYSTEM

SPECIAL ROOFING MATERIALS REQUIRED FOR THE

ROOF PADS, PAVERS, FLASHINGS OR ANY OTHER 10.

MANUFACTURER.

ROOFING MEMBRANE - VERIFY WITH ROOFING

CONDUCTOR FASTENERS SHALL BE COMPATIBLE WITH

ADHESIVE PRODUCT FOR AIR TERMINAL BASES AND 9.

CODE 175, L.P.I. CODE 117 AND FAA-STD-019e.

SYSTEM SHALL COMPLY WITH NFPA 780, UL-96A, L.P.I.

THE INSTALLATION OF THE LIGHTNING PROTECTION 8.

CONFORM TO NFPA 780.

PER UNDERWRITER’S LABORATORIES (UL) 96A AND

ALL NEW MATERIALS SHALL BE CLASS II AND LABELED 7.

SYSTEM INSTALLATION DETAILS.

REFER TO DRAWING E501 FOR LIGHTNING PROTECTION 6.

MOVEMENT.

CONDUCTORS, BASE) IN PLACE FREE FROM ANY

SECURE ALL COMPONENTS (AIR TERMINALS, 5.

REQUIRED BY U.L. AND L.P.I.

WITH MAIN SIZE CONDUCTORS SHOWN AND AS

BOND ALL METAL BODIES OF CONDUCTANCE ON ROOF 4.

DEGREES OR GREATER.

OR GREATER, AND SHALL HAVE AN ANGLE BEND OF 90

CONDUCTOR SHALL HAVE A RADIUS BEND OF 8 INCHES

HORIZONTAL OR DOWNWARD PATH. ALL BENDS IN THE

ALL LIGHTNING CONDUCTORS ARE TO MAINTAIN A 3.

LOCATIONS SHALL BE FIELD VERIFIED

COMPONENTS ON THE ROOF ARE APPROXIMATE. EXACT

LOCATION OF LIGHTNING PROTECTION SYSTEM 2.

FOR THE GOVERNMENT.

CONDITIONS TO PRODUCE AN ACCEPTABLE PRODUCT

INFORMATION PROVIDED HERE WITH EXISTING SITE

CONTRACTOR TO VERIFY AND CONFIRM ALL

PROCESS. IT IS THE RESPONSIBILITY OF THE

TO BE ENCOUNTERED DURING THE CONSTRUCTION

NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS

THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE 1.

STEEL LADDER

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:1

:3

D a n ie l D o b y

DATE

APPROVED

Z M

A

D

E .d

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

A

D

E .d g n

90% DESIGN

E D

M

IS

S

U

R

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

DO

NOT

SI

GN

A

D

E .d g n

NOT TO SCALEE501

AIR TERMINAL AND CABLE HOLDER INSTALLATION

TEE SPLICER

#A706 ALUM

ALUMINUM (NEW)

ROOF DRAIN

LADDER

FLASHING

CLAMP ALUM

FLAT METAL

CABLE TO

# A142X:

ALUM

BOND CLAMP

#A240X:

ALUM

BOND STRAP

#A800:

ALUM

BOND LUG

# A551:

VENT

ALUM

BOND LUG

#A561:

ALUM SPLICER

#A423:

ALUM

BOND PLATE

#A702:

ALUM

SPLICER

#A141:

BONDING LUG

#A561: CAST ALUMINUM

ALUMINUM CONDUCTOR

#509: 10STR. X 14GA. BARE

SPLICER

#229S:BIMETAL

CONDUCTOR)

(EXISTING DOWN

COPPER CABLE

NOT TO SCALEE501

DOWN CONDUCTOR CONNECTION DETAIL

#A706 TEE SPLICER

RADIUS

MIN. 8"

F

IN

IS

H

A D

E

M

IN

M

IN

TYPICAL FLASHING

FOR SLOPED FLASHING

ADJUSTABLE ADAPTER A27

(BLUNT) OR A571BT WITH

THOMPSON #A571BT

AIR TERMINAL 5/8"x 24"

ADHESIVE 731-G

EQUAL USE THOMPSON

THOMPSON #A688 OR

ADHESIVE POINT BASE

MAIN CONDUCTOR

#A37 ALUMINUM

WITH ADAPTER

TERMINAL, BLUNT TIP,

SOLID ALUMINUM AIR

NO. A571BT, 5/8" X 24"

CABLE GUARD

EXISTING PVC

ROD/COUNTERPOISE

CABLE TO GROUND

EXISTING COPPER

ROD/COUNTERPOISE

CABLE TO GROUND

EXISTING COPPER

SPLICER

BI-METAL

NO. 229S,

PER 1000’)

#13AWG WIRES - 190 LBS.

CONDUCTOR (37 STRANDS OF

NO. A37, CLASS II, ALUMINUM

STRUCTURE

BUILDING

HOLDER @ 3’-0" O/C

ADHESIVE CABLE

#A186X: CAST ALUM

NOT TO SCALEE501

DOWN LEAD CONNECTION DETAIL

NOT TO SCALEE501

ROOF DRAIN BONDING DETAIL

THOMPSON ADHESIVE 731-G

EVERY 3’-0" INTERVAL USE

ADHESIVE CABLE HOLDER (A730)

ADHESIVE 731-G

EQUAL USE THOMPSON

THOMPSON #A688 OR

ADHESIVE POINT BASE

CONDUCTOR

BARE ALUMINUM

NO. A37 CLASS 2

FLASHING (TYP.)

PARAPET WALL

NOT TO SCALEE501

BONDING CONNECTORS AND INSTALLATION HARDWARE

NOT TO SCALEE501

AIR TERMINAL AND CABLE HOLDER INSTALLATION

SUBMITTAL REQUIREMENTS.

IS CALLED OUT TO ESTABLISH A DESIGN. SEE SPECIFICATION FOR

FOR THIS DRAWING THOMPSON LIGHTNING PROTECTION HARDWARE 1.

FL

DM

DM 02/09/2016 1404046

ENGINEERING SERVICES

ENROUTE/FSS

LIGHTNING PROTECTION DETAILS

PARTIAL ROOF REPLACEMENT

POWER SERVICE BUILDING

PROJECT ENGINEER MGR: ENROUTE/FSS ENGR CTR

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

EASTERN SERVICE AREA

ZMA-D-1404046-E501

F

IE

V

IS

IO

N

ENGINEERING SERVICES

ENROUTE/FSS

LIGHTNING PROTECTION DETAILS

PARTIAL ROOF REPLACEMENT

POWER SERVICE BUILDING

DM

DM

PROJECT ENGINEER MGR: ENROUTE/FSS ENGR CTR

02/09/2016 1404046

THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

EASTERN SERVICE AREA

ZMA-D-1404046-E501

F

IE

V

IS

IO

N

FL

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

DATE

DRAWING NO

DESIGNED

REVIEWED BY

:1

:0

P

M D a n ie l D o b y

DATE

APPROVED

Z M

A

D

E .d