Roof Construction Drawings.pdf

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ORL - ORLANDO, FLORIDA

LIQUID APPLIED MEMBRANE ROOF SYSTEM

DOPPLER VORTAC

ORLANDO EXECUTIVE AIRPORT (ORL)

7 6 5 4 3

-N-

FLORIDA'S

TURNPIKE

COLONIAL DRIVE

BEE LINE

EXPRESSWAY--+--~

REV APPROVED

DATE

r---

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ORLANDO EXECUTIVE

AIRPORT. (WORK

AREA THIS CONTRACT)---

ORLANDO

~-0-----------------~

HOLLAND

EAST-WEST

EXPRESSWAY

SEMORAN BL VD.

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INTERNATIONAL

AIRPORT

VICINITY MAP

NOTTO SCALE

COORDINATES :

ARP :

LATITUDE - 28\ 32' 43" N

LONGITUDE - 81\ 19' 59" W

DOPPLER VORT AC :

LATITUDE - 28\ 32' 32.8" N

LONGITUDE - 81\ 20' 06.8" W

GROUND ELEVATIONS :

DOPPLER VORT AC - 110.0' MSL

DESCRIPTION

DEPARTMENT OF TRANSPORTATION

JCN REDLINE

DATE

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APVD

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FEDERAL AVIATION ADMINISTRATION °

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA ~

ti, ORLANDO

REVIEWED BY

VOR

COVER SHEET AND

VICINITY MAP

EXECUTIVE AIRPORT FL

z i -

PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED ISSUED BY DATE JCN

1----+----+=-oRA=w=N~--~M=,B ENGINEERING SERVICES r=-0=RAw=,N=G=N0~ 0=2'~13='2=01~9 ~--~12=01-i-'c~5='cl;, INFRASTRUCTURE DS

CHECKED ORL-1201155-G001

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THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM

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DRAWING NO.

ORL -1201155-GOOl

ORL-1201155-G002

ORL-1201155-G003

ORL -1201155-G004

ORL -1201155-COOl

ORL-1201155-C002

ORL -1201155-C003

ORL -1201155-C004

ORL-1201155-C005

ORL -1201155-C006

DRAWING LIST

REV. DATE

02/13/2019 02/13/2019 02/13/2019 02/13/2019

02/13/2019 02/13/2019 02/13/2019 02/13/2019 02/13/2019 02/13/2019

DESCRIPTION

COVER SHEET AND VICINITY MAP

DRAWING INDEX AND LEGEND

GENERAL NOTES AND GFM LIST

DOPPLER GENERAL PLAN

VORT AC BUILDING WITH 53 FOOT DIAMETER WOOD ROOF

EXISTING PLAN, ELEVATION AND DETAILS

ROOF PLAN LAYOUT

SYSTEM MET AL FLASHING ROOF EDGE DETAILS

SYSTEM ANTENNA SHELTER PLAN AND DETAILS

ROOF SYSTEM WALKWAY LAYOUT

PROJECT: LIQUID APPLIED MEMBRANE ROOF SYSTEM

FACILITY ID: ORL/VOR

LOCATION: ORLANDO, FLORIDA

SPECIFICATION NO.

LATITUDE ........... 31.2694 'N

LONGITUDE ......... 82.5564 'W

ELEVATION ......... 154.8'

I 7 I 6 I

5 4 3

ABBREVIATIONS

5 + 4 I 3 I

2 1

SYMBOLS LEGEND

c-c

EXIST

GFCI

MAX

MIN

o.c.

PVC

S.S.

TYP

D

CENTER TO CENTER

EXISTING

GROUND FAULT INTERRUPTER

MAXIMUM

MINIMUM

ON CENTER

POLYVINYL CHLORIDE

STAINLESS STEEL

TYPICAL

DIAMETER

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REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

DEPARTMENT OF TRANSPORTATION z

FEDERAL AVIATION ADMINISTRATION °

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA ~

ti, ORLANDO

REVIEWED BY

VOR

LIQUID APPLIED MEMBRANE ROOF SYSTEM

DRAWING INDEX AND LEGEND

EXECUTIVE AIRPORT FL

z i N

PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED ISSUED BY

MB

ENGINEERING SERVICES DRAWN

DS INFRASTRUCTURE

CHECKED

2 I

DATE

02/13/2019 I JCN

DRAWING NO

ORL-1201155-G002

1201155

REV

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8 7 6

GENERAL NOTES

1, THIS DRAWING PACKAGE INDICATES WORK REQUIRED FOR THE REPLACEMENT OF DOPPLER

VOR EQUIPMENT SHELTER ROOF. A FACILITY MAY OR MAY NOT HAVE A TACAN ANTENNA

AND COLLAR INSTALLED ON TOP OF THE TEEPEE. ALL REFERENCES TO TACAN EQUIPMENT

ARE ONLY AS APPLICABLE.

2, CONTRACTOR SHALL USE ACCESS ROUTES, STAGING AREAS, AND EMPLOYEE PARKING AREAS

APPROVED PRIOR TO CONSTRUCTION START.

3. ANY ACTIVITIES INVOLVING CRANES DR OTHER EQUIPMENT EXCEEDING 15 FEET IN HEIGHT

REQUIRE COORDINATION WITH THE COR AT LEAST 1 WEEK IN ADVANCE.

4. THE VOR AND TACAN/DME WILL BE SHUT DOWN FOR THE DURATION OF THE CONSTRUCTION.

THE FAA SHALL REMOVE THE EXISTING VOR TRANSMIT ANTENNAS ( INSIDE TEEPEE) AND THE

VOR MONITOR ANTENNAS ( 'MUSHROOMS' ALONG EDGE OF ROOF).

5. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE. FOR PROJECTS WITHIN THE ADA,

EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE WORK SITE AT THE END OF EACH

WORK SHIFT. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE OF CONSTRUCTION

DEBRIS AND OTHER FOREIGN OBJECT DEBRIS (FODJ. LIFTS NOT EASILY TRANSPORTED

SUCH AS SCISSORS LIFTS MAY BE BOOMED DOWN AND STORED ON SITE UNDER VOR

ROOF EVE,

6. A FACILITY NORTH POINT CURRENTLY EXISTS ON THE VOR ROOF AND IS DEFINED BY THE

NORTH MONITOR BRACKET. THE FACILITY NORTH POINT SHALL BE LOCATED AND MARKED

PRIOR TO ROOF DEMOLITION. THE CONTRACTOR SHALL RE-ESTABLISH THE FACILITY NORTH

POINT ON NEW ROOF AND USE TO LAY OUT MONITOR ANTENNA LOCATIONS. IN SOME CASES,

A COARSE ROTATION MAY BE SPECIFIED WHEN RE-ESTABLISHING THE MONITOR BRACKET

LOCATIONS. ALL LOCATION, MONUMENTATION, AND LAYOUT WORK SHALL BE DONE BY

AN RLS LICENSED IN THE STATE.

7. AFTER THE NORTH MONITOR BRACKET HAS BEEN MARKED BY THE RLS, THE CONTRACTOR

SHALL REMOVE FIFTY VOR MONITOR ANTENNA MOUNTING BRACKETS AND ASSOCIATED

HARDWARE WHICH ARE LOCATED AROUND THE PERIMETER/EDGE OF THE ROOF. THE

BRACKETS ARE BOLTED THROUGH THE ROOF MATERIALS AND THE WOOD DECK BELOW,

THE FAA WILL DISCONNECT ALL ELECTRONICS PRIOR TO THE CONTRACTOR BEGINNING

WORK.

8. CONTRACTOR TO PROVIDE ROOF SKETCH OF FACILITY NORTH POINT AND MONITOR

ANTENNA LOCATIONS (SIGNED AND STAMPED) BY AN RLS,

9. THE FAA SHALL REMOVE THE EXISTING TACAN ANTENNA, MOUNTING COLLAR, AND VOR

ANTENNA SHELTER (TEEPEE). THE CONTRACTOR SHALL PROVIDE THE PROPER CRANE

AND A MANLIFT TO EXECUTE THE WORK. THE CRANE SHALL SAFELY LIFT THE 800 LB

TACAN ANTENNA (LOCATED ATOP THE TEEPEE) AND THE APPROXIMATE 800 LB TEEPEE.

THE CONTRACTOR SHALL SUPPLY A 60 FOOT (MIN) GENIE LIFT (OR EQUAL) CAPABLE

OF REACHING THE TACAN ANTENNA. THE TACAN MOUNTING COLLAR MUST BE

SEPARATED FROM THE TEEPEE FOR TRANSPORTATION.

10. THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS. THE C.O. AND/OR COR

RESERVES THE RIGHT TO SUSPEND THE PROJECT SHOULD HE OR SHE DETERMINE THAT

AN UNSAFE CONDITION EXISTS.

11. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL UNLESS DESIGNATED AS GFM. THE

CONTRACTOR SHALL PROVIDE ALL LABOR AND EQUIPMENT TO EXECUTE THE WORK,

UNLESS OTHERWISE INDICATED.

12. THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL MATERIAL AND EQUIPMENT NOT

RETURNED TO OR RETAINED BY THE FAA.

13, IF CONDITIONS ARE DIFFERENT THAN THOSE INDICATED IN THE DRAWINGS DR

SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

(COJ AND COR PRIOR TO PROCEEDING WITH CONSTRUCTION.

14, CONTRACTOR SHALL PROVIDE DUNNAGE AND TIE DOWNS TO PROTECT TEEPEE

AND TACAN ANTENNA WHILE STORED ON SITE.

15. CONTRACTOR SHALL PLAN AT LEAST TWO DAYS FOR THE CRANE AND MAN LIFT,

ONE TO REMOVE AND ONE TO INSTALL (EQUIPMENT).

16. CONTRACTOR SHALL PLAN AT LEAST TWO DAYS LABOR FOR ONE MAN ( IN ADDITION

TO CRANE OPERATOR) TO ASSIST FAA IN REMOVAL AND INSTALLATION OF EQUIPMENT.

17. THE CONTRACTOR SHALL USE ANTI-SEIZE COMPOUND ON ALL THREADED PARTS.

18. WHERE CAULKING IS SPECIFIED, CONTRACTOR SHALL USE POLYURETHANE CAULKING.

ELECTRICAL WORK

1. ALL ELECTRICAL WORK SHALL CONFORM TD FAA-C-1217G AND FAA-C-1391D

SPECIFICATIONS AND IN NO CASE SHALL VIOLATE THE NATIONAL ELECTRIC

CODE (NFPA 70, NECJ.

2. THE CONTRACTOR SHALL MAKE ALL POWER SERVICE, AND GROUND TERMINATIONS.

ELECTRICAL GROUNDING

1. GROUNDING AND LIGHTNING PROTECTION SHALL MEET FAA STANDARD 019F,

nLIGHTNING AND SURGE PROTECTION, GROUNDING, BONDING AND SHIELDING REQUIREMENTS FOR FACILITIES AND ELECTRONIC EQUIPMENTn.

SITE WORK

1. DIMENSIONS, ELEVATIONS, CONTOURS AND HEIGHTS INDICATED

ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY

THE CONTRACTOR.

2.

3.

THE CONTRACTOR SHALL IMMEDIATELY REPAIR UTILITIES

DAMAGED DURING EXCAVATION ACTIVITIES. AND SHALL

CONDUCT REPAIRS AT CONTRACTOR'S EXPENSE.

ALL DISTURBED AREAS SHALL BE RESTORED TO PRIOR

CONDITION. FINAL CONDITION SHALL BE APPROVED BY

THE FAA COR.

7 6

5 4

5 + 4

3 2 1

GFM MATERIAL LIST H

ITEM NSN DESCRIPTION QUANTITY

5411-01-325-1940 REFURBISHED VOR ANTENNA ENCLOSURE (TEEPEE) 1 EACH

2 TACAN ANTENNA 1 EACH

3 1 EACH 5975-00-867-4780 TACAN COLLAR -

4A 5999-01-509-6453 RTA2 TACAN ANTENNA HARNESS

48 5985-01-363-1755 LPTA TACAN ANTENNA HARNESS

6 5985-01-573-3161 CL-1 HOLD DOWN CLAMPS

7 5340-01-623-0186 TEEPEE FASTENING STRIPS

8 TEEPEE LOWER AND UPPER GASKET MATERIAL

/ 1' TABLE - GOVERNMENT FURNISHED MATERIAL (GFM)

'\. G003 NOT TO SCALE

GOVERNMENT FURNISHED MATERIALS (GFM) NOTES

1. GFM WILL BE DELIVERED TO THE SITE BY THE GOVERNMENT.

2, THE GFM SHALL BE INVENTORIED BY THE CONTRACTOR AND THE

FAA RE UPON WHICH THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE GFM STORAGE,

3. THE NEW FIBERGLASS TEEPEE IS GOVERNMENT FURNISHED MATERIAL.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CRANE TO

OFFLOAD THE TEEPEE. THE CONTRACTOR SHALL ASSIST IN SETTING

THE TEEPEE ON THE VOR SHELTER.

4, THE FAA WILL FURNISH TACAN ANTENNA HARNESS TO REMOVE AND

REPLACE TACAN. CONTRACTOR SHALL SUPPLY OTHER STRAPS AND

RIGGING TO EXECUTE THE PICK.

5, ALL ABOVE LISTED GFM ITEMS MAY NOT BE APPLICABLE, SOME ITEMS

ARE EXISTING AND MAY BE REUSED.

REV APPROVED

DATE DESCRIPTION

DEPARTMENT OF TRANSPORTATION

1 EACH

1 EACH

8 EACH

18 EACH

JCN REDLINE

DATE

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APVD

FEDERAL AVIATION ADMINISTRATION ~

EASTERN SERVICE AREA ~

ti, ATO - TECHNICAL OPERATIONS

ORLANDO

REVIEWED BY

VOR

LIQUID APPLIED MEMBRANE ROOF SYSTEM

GENERAL NOTES AND GFM LIST

EXECUTIVE AIRPORT FL

z i M

PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED MB ISSUED BY DATE 0211312019 IJCN

ENGINEERING SERVICES DRAWING NO DRAWN

t---f------+=cH=Ec=KE=o---~ s,,_, INFRASTRUCTURE ORL-1201155-G003

2 1

1201155

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FIBERGLASS ANTENNA SHELTER

DOPPLER ANTENNAS

AND MOUNTING BRACKETS

(TYP OF 50)

36'x 36' VORT AC BUILDING WITH 52' DIAMETER MET AL ROOF

AND 48' MET AL EXTENSION

1 METAL ROOF WITH METAL EXTENSION DIAGRAM

C001 NOTTO SCALE

5 4

I

GALVANIZED STEEL

DOPPLER COUNTERPOISE

SYSTEM

REV APPROVED

DATE

2 1

SITE DATA

LATITUDE: 28.54272

LONGITUDE: -81.33501

LOCATION: ORLANDO, FLORIDA

LEGEND

c-c CENTER TO CENTER

EXIST EXISTING

GFI GROUND FAULT INTERRUPTER

MAX MAXIMUM

MIN MINIMUM

o.c. ON CENTER

PVC POLYVINYL CHLORIDE

s.s STAINLESS STEEL

TYP TYPICAL

0 DIAMETER

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

REDLINE

DATE

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APVD

z

FEDERAL AVIATION ADMINISTRATION °

EASTERN SERVICE AREA ~

ti, ATO - TECHNICAL OPERATIONS

ORLANDO

REVIEWED BY

VOR

LIQUID APPLIED MEMBRANE ROOF SYSTEM

VORTAC BUILDING WITH 53 FOOT

DIAMETER METAL ROOF

EXECUTIVE AIRPORT FL

z

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PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED ISSUED BY DATE JCN

1------l---+=oRA=w=N---~MBc., ENGINEERING SERVICES f-=o=RA=w=iNG~N=o~0=2'~13='2=0=19~----1=20~1r"~5='cl;, INFRASTRUCTURE DS

CHECKED ORL-1201155-C001

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6" 0 STD PIPE

SPACED © 22 1/2°

EXISTING COLUMNS (TYPJ

O'l

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5 11 x 2 11

16 GAGE CHANNEL

EXISTING (TYPJ

STEEL BEAMS

EXISTINGCTYPJ -,

:?1, EXISTING ROOF FRAMING PLAN

12' 0 10' 20' ..-..-.-----.-

SCALE: 3/32" = 1'-0"

- 17 75 /76,, 52'-9" DIAMETER ROOF

WELDED WIRE MESH

OVER STEEL FRAME

STEEL COLUMN

STEEL

BEAM

EXISTING GRADE

(CRUSHED ROCK)

VOR BUILDING

(36'x 36')

DME

ANTENNA

ANTENNA

SHELTER

50 DOPPLER

ANTENNAS

VOR BUILDING _ __,

OUTER EDGE OF

BUILDING ROOF----

-Q l[) >

I--

ELEVATION

NOTTO SCALE

STEEL BEAMS

EXISTING (TYP)

2"x 4" - 10 GAUGE

WELDED WIRE MESH

T ACAN ANTENNA

(16' + HIGH)

FIBERGLASS ANTENNA SHELTER

(16' HIGH, 10' DIAMETER © BOTTOM)

DOPPLER ANTENNA CTYP OF 50 © 44' CIRCLE)

D1 C002

CONCRETE PIER

TERNE PLATE

(SOLDERED)

ROSEN PAPER

WOOD DECK

(2" T & Gl

2 1

NOTE

1, PROVIDE ONE 56' DIAMETER TARPAULIN TO COVER

ROOF DURING INCLEMENT WEATHER DURING

CONSTRUCTION. DELIVER THE TARPAULIN TO

THE SITE BEFORE REMOVING ROOFING MATERIALS

OR THE ANTENNAS.

ROOF EDGE

R=26'-4 1/2" (+/-J

PARTIAL ROOF PLAN

NOTTO SCALE

REMOVE TERNE PLATE

REMOVE ROSIN PAPER

& ROOFING FELT ---

REMOVE MET AL FLASHING

REMOVE WELDED

WIRE MESH

CUT MESH HERE

I .. 6" (+/- 2") ~I WELDED WIRE MESH

TO REMAIN

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C VARIES 2'-6" (+/- 3") ---STEEL CHANNEL f.----'--'~=--=------=------=-_:__:___---=-_:__-i

WOOD DECK

WOOD F ACIA --

1!4--STEEL BEAM

STEEL COLUMN-,

N

D1 DETAIL

C002 NOTTO SCALE

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION ~

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA ~

ti, ORLANDO

REVIEWED BY

VOR

LIQUID APPLIED MEMBRANE ROOF SYSTEM

SINGLE-PLY PVC ROOFING MEMBRANE

EXISTING PLAN, ELEVATION AND DETAILS

EXECUTIVE AIRPORT FL

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PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

4 3

DESIGNED -MB ISSUEDBY DATE 02/13/2019 JCN 1201155

1--------,----+-DRA_W_N-------"'"-< ENGINEERING SERVICES f-D-RA_W_ING_N_O--=,c.,.="'-'-"'..L_------'-"~R=EV

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DS INFRASTRUCTURE

CHECKED

ORL-1201155-C002

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SEE NOTES® & ®

-- SEE NOTE ®-~

EXISTING

TERNE PLATE

SOLDERED

(TYP)

O O 0 0

0 0 0 0

0 0 0

0 0

SEE NOTE 0

(TYP OF 8)

0 0 0

0 0 0

0 0

0 0

O O 0

0 0

0 0 0 0 0

0 0 0 0 o o o a o

0 O O 0

0 O O O 0 0 0

0 0 0 0

O O 0 0 0 O

O O 0 0 000000

0 0

0 O 0

0 0 O O 0

0 0 0

0 0 0

0 0

0 0

0 0

0 0 0

0 0

0 0 0 0 0 0

00000000000

00 000000

0 0 0 0

0 0 0 0

0 0 0 0

0 0

0 0

0 0 0

O O 0

0 0 0 0

LIQUID APPLIED ROOF MEMBRANE SYSTEM ROOF PLAN

2' 0 2' 4' 6' ..-..-.---

SCALE: 3/8" = 1'-0"

7 6

D

0 0

DOOR

0 0 0 0

0 0 O

0 0 0 0

0 0 0 0

O O 0

0 0 O

00 0 0 0 0 0

EXISTING

TERNE PLATE

SOLDERED

(TYP)

4 3 2 1

GENERAL NOTES

CONTRACTOR TO COORDINATE THE REMOVAL OF ANO

SHIPPING OF THE FOLLOWING ITEMS: FIBERGLASS VOR

ANTENNA SHELTER (TEEPEE), 50 DOPPLER ANTENNAS, AND

TACAN ANTENNA. POC WILL BE THE RE AND LOCAL FAA.

REMOVE AND DISPOSE OF EXISTING PVC ROOFING MEMBRANE

SYSTEM DOWN TO THE EXISTING TERNE PLATE COUNTERPOISE.

REPAIR ANY DAMAGED SECTIONS TERNE PLATE.

SAND, BUFF, AND PRESSURE WASH THE TERNE PLATE SURFACE.

INSTALL 8 TREATED WOOD NAILER SPACERS AROUND PERIMETER

OF ANTENNA SHELTER CONSTRUCTED FROM 5/8• x 12•

TREATED PLYWOOD.

INSTALL ROOF EDGE FLASHING AND BOTTOM RETAINING STRIP.

INSTALL CONCRETE COVER BOARD BY MECHANICAL ATTACHMENT.

INSTALL LIQUID APPLIED ROOFING MEMBRANE.

~SEE NOTE (j)

PRIME AND PAINT ROOF EDGE AND UNDER OVERHANG.

0 0

0 0 0

0 0

0 0

O 0

O O 0

0 0 0 0 0 0 0 0 0 0

0 0

0 0

0 0

0 0 O

0 0 0 0 O

® 0 0 aooO Oooo

O 0 0 0 0 0

0 0

0 o a a

O O O 0

0 0 0 0

0 O

0 0 0 0 0 0 0 O

0 0 0 0

0 0

0 0 0 0

0 O O O 0 0

0 0

0 0 O O 0

0 0 0 0

0 0 0 0 0 0 0 0 0

0 0

0 0 0 O 0

0 0 0 0

0 0

0 0

0 0 0 0 0 0

0 0 0 0 0

O O 0

0 0 O O 0

000000000 000000000000 o o a o o 0 0 0 0 0 0 0 0 0 0 0 0 0 000000 000000 00000000

0 0 0 0 000 0 0 0 000 0 0 0 000 0

6"

SURVEY TO DETERMINE NEW LOCATIONS FOR DOPPLER ANTENNAS

AND RELOCATE ANTENNAS, METAL PLATES, BRACKETS, AND

SUPPORTS TO CORRECT FOR ERROR.

INSTALL ONE SAFETY SIGN •cAUTIDN ROOF SLIPPERY WHEN

WET• FURNISHED BY THE CONTRACTOR. SEE 4/COOB.

ALL MATERIAL MUST BE FURNISHED BY THE CONTRACTOR

UNLESS SPECIFIED AS FAA-FURNISHED.

PROVIDE 50 13• DIAMETER x 1 112• GALVANIZED SHEET METAL PITCH

POCKETS FOR ANTENNA SUPPORTS PER 5/C003.

~- #14 x 3" LONG ROOF GRIP FASTENER

WI 3" DIA PLASTIC DISTRIBUTION PLATE

~-11/2" RIGID INSULATION BOARD

(D ro -

MATERIAL LEGEND

@ NOT USED

I I I 7

@ NOT USED

© EXISTING TERNE PLATE COUNTERPOISE

@ CONCRETE COVER BOARD

--$------- 4-------(j)- I-+-~

I ro

© NOT USED

' -El>--- ---6--- ---~-- 1 I I

(0 COPPER FLASHING

41-011

(D

6"

@ TREATED PLYWOOD NAILER 5/8"x 12"

@ FINAL APPLICATION (ELASTOMERIC MEMBRANE SYSTEM)

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-- SEE NOTE@-__,,

I· 18" •

• 18" ·I

D3 INSULATION

C003 NOTTO SCALE

1· 2 1/2" ·1·

N

N

A-A CROSS SECTION

C003 NOTTO SCALE 1/2" LIP

ROOF DIAMETER 52'-9" (•/-)

4 3

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

REDLINE

DATE APVD

z

FEDERAL AVIATION ADMINISTRATION °

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA ~

ti, ORLANDO

REVIEWED BY

VOR

LIQUID APPLIED MEMBRANE ROOF SYSTEM

ROOF PLAN LAYOUT

EXECUTIVE AIRPORT FL

z

C

M

PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED ISSUED BY DATE JCN

1---+----+=-oRA=w~N ---~M=Bc-, ENGINEERING SERVICES cc0=RA=w=,N=G=N0~ 02='~13='2=0~19~----1=2=01;c~,=,~, INFRASTRUCTURE DS

CHECKED ORL-1201155-C003

2 1

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ROOF EDGE 0

G

F

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D

0 0

C a I 0

I " C

2 ' / , __ / C004

C 0 0 0 0 C

0 0 0 0 0 0 0 oO

5----_____ LIQUID APPLIED

MEMBRANE--_,,

0 0

0 0

1 PLAN VIEW OF PORTION ROOF EDGE SHOWING EDGE FLASHING INSTALLATION

C004 SCALE: 1 1/2" = 1'-0"

LIQUID MEMBRANE

FLASHING

REINFORCING STRIP-~

ROOF EDGE FLASHING-~

EXISTING DECK---+--,,

----- -_J_ _ - - - - - - -

I I

(((( ((((( I rrrrrrrrrrr / rrrrurrrrrrr rrrrrrrrrrrrrrr, ' ( ( ( (( ( rJJJ )1///J!!I I l))IJ/ I JI I!/! I J JJ JI J /I! I I! I I)/ I) I I 111 J / I J) I/ )J) I

-- -- I - - - - --+----- -~ - - - - - - - - - - - -

ROOF EDGE ~

FLASHING SEE ~

2 1

NOTES

1. THE CONTRACTOR SHALL VERIFY THE EXACT DIMENSIONS OF THE ROOF EDGE

WITH THE NAILERS INSTALLED PRIOR TO FORMING FLASHING. A FLASHING

OF EACH TYPE (ROOF EDGE AND BOTTOM RETAINING STRIP) SHALL BE FORMED

TEMPORARILY TACKED IN PLACE FOR THE RESIDENT ENGINEER APPROVAL.

2. CUT VAPOR BARRIER 2" PAST ROOF EDGE AROUND ROOF PERIMETER AND BEND

DOWN OVER ROOF EDGE AND NAIL WITH #10 x 1 1/4" STAINLESS STEEL RING

SHANKED ROOFING NAILS@ 6" ON CENTER.

MATERIAL LEGEND

@ NOT USED

@ NOT USED

@ EXISTING DECK

@ NOT USED

(0 NOT USED

(D COPPER FLASHING

@ TREATED PLYWOOD NAILER 5/B"x 12"

<8) FINAL APPLICATION (ELASTOMERIC MEMBRANE SYSTEM)

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2 DETAIL - FLASHING

C004 SCALE: 3/8" = 1 '-0"

4" ~ f-:=_1

CD

NOTE:

NAILED DOWN

EACH 6"-~

1/2" LIP 30°

FABRICATE FROM 24 GAUGE COPPER SHEET METAL.

3 DETAIL - ROOF EDGE FLASHING

C004 NOT TO SCALE

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2' 0 2' 4' 6' -----------

SCALE: 3/8" = 1'-0"

1' 9" 6" 3" 0 1'

SCALE: 1 1/2" = 1 '-0"

4 3

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REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE APVD

DEPARTMENT OF TRANSPORTATION z

FEDERAL AVIATION ADMINISTRATION °

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA ~

ti, ORLANDO

REVIEWED BY

VOR

LIQUID APPLIED MEMBRANE ROOF SYSTEM

METAL FLASHING ROOF

EDGE DETAILS

EXECUTIVE AIRPORT FL

z

C

PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED ISSUED BY DATE JCN

1------l---+=oRA=w=N---~MBc., ENGINEERING SERVICES f-=o=RA=w,=NG~N~o ~02~'1=3'=20~1~9 ~---1=2=01r"~~='cl5

INFRASTRUCTURE DS

CHECKED ORL-1201155-C004

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WELD 3/8" STAINLESS

STEEL STUD

(36 LOCATIONS) ----~1

,' 1 ', ROOFING LAYOUT AT ANTENNA SHELTER

' COOS ' NOT TO SCALE

ANTENNA SUPPORT PIPING

AND CABLES TO BE REMOVED

AND INST AL LED BY THE

CONTRACTOR UNDER DIRECTION

OF THE RESIDENT ENGINEER --

LIQUID APPLIED

ROOF MEMBRANE

EXISTING ANTENNA

MOUNTING PLATE--'

EXISTING ANTENNA /

SUPPORT PIPE--~ '""\...

r..

rLIQUID APPLIED

/ ROOF MEMBRANE

6" co

/ 4 'I SECTION THROUGH ANTENNA SUPPORT

, COOS., NOT TO SCALE (5 REQUIRED)

I 7 6

1 .. 11 112 .. I

END VIEW OF woop

NAILER SHOWING 45° BEVEL

4'-3 5/32"

I

DRILL 1/ 4" 0 HOLES 12" OC

COUNTERBORE FOR SCREW

HEAD (TYP 9) r --

N

" 45° BEVE'2 - so ~ -- - 0 l o-

I 2 I ANTENNA ANCHOR PLATE PLAN

' coos 1 ' ~ -

NOTTO SCALE

REMOVE OLD ADHESIVES,

SEALANT'S, ETC AND CLEAN

FOR BONDING-MIN 18"

(8 REQUIRED)

I -, 1"

1/ 4"

LIQUID APPLIED

INSTALL LIQUID MEMBRANE

8" ABOVE ROOF SURF ACE

ROOF MEMBRANE

8" ABOVE ROOF

SURFACE-----~

'/ ~SEALANT

V /GASKET

V .LI ....1 .i:

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BOARD__/ EXISTING DECKING

( 3 'I FLASHING DETAIL FOR THE SHELTER WALL

\. COOS, NOT TO SCALE

LIQUID APPLIED ROOF MEMBRANE

FLASHING AROUND

VOR ANTENNA PEDESTAL

SEE 4/COOS ------~

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~--------1 lJ

COO§,

1"'4'-0"•1

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10'-0"

VORTAC ANTENNA SHELTER

- LIQUID APPLIED

MEMBRANE

~I

/ A" SECTION - BUILDING ELEVATION

'coos., NOTTO SCALE

5 4

(NOT REQUIRED

FOR THIS PROJECT)

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REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

REDLINE

DATE APVD

H

G

F

E

D

C z

FEDERAL AVIATION ADMINISTRATION °

EASTERN SERVICE AREA ~

ti, ATO - TECHNICAL OPERATIONS

VOR

LIQUID APPLIED MEMBRANE ROOF SYSTEM

ANTENNA SHELTER PLAN

AND DETAILS

ORLANDO EXECUTIVE AIRPORT FL

REVIEWED BY

z

C

PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED -MB ISSUED BY DATE 02/13/2019 IJCN 1201155

1---f------t=oRA~w=N~--~=--, ENGINEERING SERVICES rco=RA=w=,N=G N=o~~~~---~"'.::R='iEV

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DS INFRASTRUCTURE

CHECKED

ORL-1201155-C005

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WALKWAY LAYOUT

8' 0 8' 16'

L..-- WWW

IC

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

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8 7 6

2' WIDE WALKWAY MATS

AROUND PERIMETER

11 - 2 II

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- OO®@lf

W~~~ W~ll' 0 0

2 SAFETY SIGN

C006 NOT TO SCALE

2 1

NOTES

1. MOUNT SAFETY SIGN ON WOOD STAIRS LEADING TO ROOF.

2. THE WALKWAY MAT MATERIAL SHALL BE A DURABLE,THERMOPLASTIC

MEMBRANE DESIGNED TO PROTECT THE ROOF MEMBRANE FROM

FOOT TRAFFIC AND MAINTENANCE ACTIVITIES. ALLOW 1/4" SEAMS

AT THE JOINTS AND AROUND THE ANTENNA SHELTER. ATTACH THE

WALKWAY MAT WITH AN ADHESIVE COMPARABLE WITH THE ROOF

MEMBRANE AND THE WALKWAY MAT. HOT WELD ALL SEAMS AND

JOINTS WHEN ACCESSIBLE. FILL SEAMS AND JOINTS WITH CAULK

TO PREVENT THE TRAPPING OF WATER OR 2ND LAYER OF FLEECE

EMBEDDED IN LIQUID MEMBRANE WITH GRANULE SURFACE.

REV APPROVED

DATE DESCRIPTION

DEPARTMENT OF TRANSPORTATION

JCN REDLINE

DATE

H

G

F

E

D

C

APVD

z

FEDERAL AVIATION ADMINISTRATION °

EASTERN SERVICE AREA ~

ti, ATO - TECHNICAL OPERATIONS

ORLANDO

REVIEWED BY

VOR

LIQUID APPLIED MEMBRANE

ROOF SYSTEM

WALKWAY LAYOUT

EXECUTIVE AIRPORT FL

z

C

PROJECT ENGINEER MGR: ENGINEERING - CENTER A A~

DESIGNED ISSUED BY DATE JCN

1------l---+=oRA=w=N---~MBc., ENGINEERING SERVICES f-=o=RA=w,=NG~N~o ~02~11=31=20~1~9 ~---1=2=01r"~~='cl5

INFRASTRUCTURE DS

CHECKED ORL-1201155-C006

2 1

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