CONSTURCTION DRAWINGS QVR ARSR-1400365-ROOF.pdf

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ARSR-4 QVR

ROOF REPLACEMENT

DRAWING LIST

DATE

08/01/2017

08/01/2017

08/01/2017

DESCRIPTION

ARSR-4

ARSR-4

ARSR-4

ARSR-4

QVR

OVR

QVR

OVR

OCEANA ROOF REPLACEMENT

OCEANA ROOF REPLACEMENT

OCEANA ROOF REPLACEMENT

OCEANA ROOF REPLACEMENT

COVER SHEET AND DRAWING INDEX

ABBREVIATIONS

SYMBOLS AND LEGENDS

GENERAL NOTES

ARSR-4

ARSR-4

OVR OCEANA ROOF REPLACEMENT ROOFING PLANS - REMOVAL AND NEW WORK

QVR OCEANA ROOF REPLACEMENT ROOFING DETAILS

ARSR-4

ARSR-4

OVR

OVR

OCEANA ROOF

OCEANA ROOF

REPLACEMENT

REPLACEMENT

ROOF LIGHTNING PROTECTION

ELECTRICAL AIR TERMINAL DETAILS

5 4

PTSI Managed Services Inc.

3800 Camp Creek Pkwy Building" 2400, Suite 106

Atlanta, GA 30331

404. 766.1693

404.559.1715 (Fax)

APPROVED

DATE

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DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

RED;...INE

DATE

ATO - TECHNICAL OPERATIONS EASTERN SERVICE

1--RE-L-EA-SE_D_F_O_R _, ------------1

CONSTRUCTION - osio1i2011

ARSR

ARSR-4 QVR OCEANA ROOF REPLACEMENT

COVER SHEET

AND DRAWING INDEX

OCEANA

RC:VIEWED BY

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ARP

ATCT

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BJ

BLDG

BOT

BOC

BSC

BSDC

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CAB

CAP

CCM

CET

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COMM

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CONSTR

CONT

CONTR

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DIM

DISTR

DME

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DS1

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EL, ELEV

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EMERG

EMT

EQUIP

EXIST

EXP

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FAA

FF

FFM

FL

FRANG

FT

FVC

FOP

F/0

A

AMPERES

ABOVE

ADJACENT, ADJUSTABLE

AIRWAY F AGILITY

AMBIENT LIGHT SENSOR

HIGH INTENSITY APPROACH

LIGHTING SYSTEM WITH

SEQUENCED FLASHING LIGHTS

APPROXIMATELY

AIRPORT REFERENCE POINT

AIRPORT TRAFFIC CONTROL

TOWER

AVERAGE

B

BONDING JUMPER

BUILDING

BOTTOM

BOTTOM OF CONDUIT

BARE STRANDED COPPER

BARE SOFT DRAWN COPPER

C

COMMUNICATION DUCT OR LINE

CABINET

CAPACITY

CONCRETE CABLE MARKER

CONSTRUCTION ENGINEERING

TECHNICIAN

CENTERLINE

CONTROL JOINT

CONDUIT

COMMUNICATIONS

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUE, CONTINUATION,

CONTINUOUS

CONTRACTOR

CONTROL PANEL

CENTER

CHANNEL BANK

D

DIRECT EARTH BURIAL

DIAMETER

DIAGONAL

DIMENSION

DISTRIBUTION

DISTANCE MEASUREMENT

EQUIPMENT

DOWN

DRAWING

DIGIT AL SIGNAL 1

E

EACH

EXPANSION JOINT

ELEVATION (HEIGHT)

EARTH ELECTRODE

SYSTEM (COUNTERPOISE)

ENGINE-GENERATOR

ELECTRIC

EMERGENCY

ELECTRICAL METALLIC TUBING

EQUIPMENT

EXISTING

EXPOSED, EXPANSION

EXTERIOR, EXTERNAL

F

FEDERAL AVIATION

ADMINISTRATION

FINISH FLOOR

FAR FIELD MONITOR

FLOOR, FLOW LINE

FRANGIBLE

FOOT, FEET

FIRE VAL VE CABINET

FIBER DISTRIBUTION PANEL

FIBER OPTIC

GA

GALV

GFM

GFCI

GND

G.P.S.

GEC

GL

GS

H

HC

HD

HORIZ

HT

HH

HV

ICC

!LS

IM

J

KV

KVA

KW

LOIN

LF

LHA

LOC

LOM

MALSF

MALSR

MH

MAX

MECH

MIN

MSL

MTL

MUX

3 2

ABBREVIATIONS

G

GAUGE

GALVANIZED

GOVERNMENT FURNISHED

MATERIALS

GROUND FAULT CIRCUIT

GROUND

GLOBAL POSITIONING SYSTEM

GROUNDING ELECTRODE

CONDUCTOR

GLASS

GLIDE SLOPE

H

HIGH

HANDICAPPED

ACCESSIBLE

HEAVY DUTY

HORIZONTAL

HEIGHT

HANDHOLE

HIGH VOLT AGE

INDIVIDUAL CONTROL CABINET

INSTRUMENT LANDING SYSTEM

INNER MARKER

J

JOULES

K

KILO-VOLT

KILO-VOLT AMPERES

KILO-WATT

L

NAD

NAVO

NIC

NDB

NGVD

OA

oc

OD

OH

OM

OPNG

OPP

P, PWR

PAPI

PCF

PL

PLBG

PNL

POI

POB

POS

pp

PSF

PSI

PT

PVC

PVMT

NORTH AMERICAN DATUM

NORTH AMERICAN VERTICAL

NOT IN CONTRACT

NON-DIRECTIONAL BEACON

NATIONAL GEODETIC

VERTICAL DATUM

OVERALL

ON CENTER

OUTSIDE DIAMETER/

OVERFLOW DRAIN

OPPOSITE HAND

OUTER MARKER

OPENING

OPPOSITE

p

POWER

PRECISION APPROACH PATH

INDICATOR LIGHTS

POUNDS PER CUBIC FOOT

PROPERTY LINE, PLATE

PLUMBING

PANEL

POINT OF INTERCEPT

POINT OF BEGINNING

POINT OF ST ART

POWER POLE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

SA

DATUM SSALR

SCHED

SHT

SIM

SP

SPEC

SQ

ss

SSC

ST

STO

SW

TEL

TCH

TD

THK

TOC

TOD

TOFA

TOS

TSA

TS

TXWY

TYP

UON

UPS

PRESSURE TREATED, P�NT

POLYVINYL CHLORIDE CONDUIT UP

UTIL PAVEMENT

Q

QTY QUANTITY

s

SURGE ARRESTOR

SIMPLIED SHORT APPROACH

LIGHTING SYSTEM W/

RUNWAY ALIGNMENT

INDICATOR LIGHTS

SCHEDULE

SHEET

SIMILAR

SPACE

SPECIFICATIONS

SQUARE

STAINLESS STEEL

SYSTEM SUPPORT CENTER

STAIN

STORAGE

SWITCH

T

TELEPHONE

THRESHOLD CROSSING HEIGHT

TOUCHDOWN

THICK/THICKNESS

TOP OF CONCRETE

TOP OF DUCT

TAXIWAY OBJECT FREE AREA

TOP OF STEEL

TAXIWAY SAFETY AREA

TUBE STEEL

TAXIWAY

TYPICAL

u

UNLESS OTHERWISE NOTED

UNINTERRUPT ABLE POWER

SUPPLY

UTILITY POLE

UTILITY

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VISUAL APPROACH

SLOPE INDICATOR

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F

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LEAD-IN LIGHTS

LINEAR FEET

LAMP HOUSING

ASSEMBLY

LOCALIZER

R

VASI

VERT

VIF

VERTICAL

VERIFY IN FIELD

VOLTS

RAIL RUNWAY ALIGNMENT

INDICATOR LIGHTS

V

VISUAL SENSOR

LOCATOR - OUTER MARKER RCP REINFORCED CONCRETE PIPE

vs

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M

RCVR RECEIVER

RE RESIDENT ENGINEER w D

MEDIUM INTENSITY APPROACH

LIGHTING SYSTEM W /

SEQUENCED FLASHING LIGHTS

MEDIUM INTENSITY APPROACH

LIGHTING SYSTEM W/ RUNWAY

ALIGNMENT INDICATOR LIGHTS

MANHOLE

REF REFERENCE

REIL RUNWAY END IDENTIFICATION

LIGHTS

REINF REINFORCEMENT, REINFORCED

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REV REVISION

RSA RUNWAY SAFETY AREA

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WH

WR

WT

WWF

WITH

WITHOUT

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WATER RESIST ANT

WEIGHT

WELDED WIRE FABRIC

MAXIMUM

MECHANICAL

MINIMUM

MEAN SEA LEVEL

METAL

MULTIPLEXER

RSC/RGS RIGID STEEL CONDUIT/

RIGID GALVANIZED STEEL

RO ROLLOUT

ROFA RUNWAY OBJECT FREE AREA

RVR RUNWAY VISUAL RANGE

RWY RUNWAY

R/W RIGHT-OF-WAY

XMTR

XFMR

X

TRANSMITTER

TRANSFORMER

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GENERAL

DETAIL NUMBER ---, --

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DETAIL TITLE REFERENCE

A, 12 A003

SHEET ON WHICU' ,_ ·,

DETAIL IS DRAW

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SHEET FROM WHICH DETAIL

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SECTION LETTER-�,,--

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SECTION TITLE REFERENCE Ab1Q AQQS

SHEET ON WHICH /·

SECTION IS DRAWN_/

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SECTION CUT

PARTIAL SECTION CUT

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NORTH ARROW

ROOM/AREA NUMBER

DEMOLITION

SECTION

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REVISION

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ENCOMPASS

REVISION DESIGNATION

GENERAL SYMBOLS

• NUMBER.POUNDS

---{c----- CENTERLINE

II

FEET OR MINUTES

INCHES OR SECONDS

DEGREE

AT

REVISED AREA

EXISTING WORK TO BE REMOVED

EXISTING WORK

NEW WORK

GLIDE SLOPE CRITICAL AREA

RUNWAY SAFETY AREA

--------- RUNWAY OBJECT FREE AREA

_____ ft, _____ _

FENCE

PROPERTY LINE

SITE ACCESS ROUTE

STAGING AREA

6 5 .. 4 3 2 1

SYMBOLS AND LEGENDS

CIVIL

EXISTING NEW

FAA POWER CABLE

FAA LINES POWER CONTROL FLPC/F AA LINES POWER CONTROL

HANDHOLE/PULLBOX

AVN FUEL LINE

FUEL M SHP

GAS LINE

CONDENSATE RETURN

INDUSTRIAL COLD WATER

BUILDING

ELECTRICAL MANHOLE CEMH)

STORM WATER LINE

WATER LINE

FIRE WATER

WATER M SHP

CONCRETE CABLE MARKER

ELECTRIC POWER LINE:

OVERHEAD

UNDERGROUND

ELECTRIC LINES

ELECTRICAL CONTROL

D

AFL/ A\/N FUEL LNE

FUEL M SHP

-G-

-CR -

-1w-

D

SWL/STORM WATER LINE

WL/WATER LINE

-FW-

WATER M SHP

D

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-POWER-

EL/ELECTRIC LINES

AF

IMDC ELEC M SHP

ELECTRIC DUCT BANK LINE

IMDC ELEC M SHP

EDL/ELECTRIC DUCT BANK LINE

TELEPHONE LINE:

OVERHEAD

UNDERGROUND

TELECOM LINE

BURIED DUCT BANK

CONDUIT

OVERHEAD ELECTRICAL

UTILITY POLE

UNDERGROUND DUCT BANK

ELECTRIC BUSS DUCT SUPPORT

TRANSFORMER

STREET LIGHT

LIGHTCAN

-T-

-T UG

TELECOM LINE

UG -D-

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SANITARY SEWER LINE SSL/SANITARY _SEWER _Ll�JE

SAN M SHP

STORM DRAIN LINE

PROPERTY LINE

EASEMENT LINE

SIGN

TREES

ASPHALT PAVING

PCC

(PORTLAND CEMENT

CONCRETE)

GRAVEL AREA

LEASE AREA

COMMUNICATIONS

SPOT ELEVATION

CONTOUR

FENCE

STRUCTURE/SHELTER

SWALE/DITCH

HORIZONTAL DIRECTIONAL

BORE (HOB)

SAi--:_ M SHP

SD

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X 9.50

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DCM

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X 10.25

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ELECTRICAL

---- ELECTRICAL CONDUIT AND WIRING

BRANCH CIRCUIT, SURFACE MOUNTED 3/4"C,

WITH 2"12 WIRES PLUS 1*12 GROUND

CROSS MARKS DENOTE NUMBER OF 4112 WIRES

WHEN MORE THAN 3 IN 3/ 4" CONDUIT

-"" / ' SAME AS BRANCH CIRCUIT - BUT CONCEALED

DP, 1

HOME RUN TO PANEL DP CIRCUIT 1, SHOWN

SOLID WHETHER CONCEALED OR EXPOSED

� CONDUIT, CAPPED

� CONDUIT, FLEXIBLE

� CONDUIT DOWN

� CONDUIT UP

[D OR , • 'j '., TRANSFORMER

·----- EXOTHERMIC WELD

�1 5A FUSE, 15A

GROUND ROD 3/ 4"x 10'-011

WITH EXOTHERMIC WELD

GJ GROUND ACCESS WELL

• ABOVE GROUND JUNCTION

D UNDERGROUND HANDHOLE

BOX

CONTROL CABLE COLOR CODE CHART H

100 PAIR CONTROL CABLE

FOUR BUNDLES - 25 PAIR PER BUNDLE - CODED WITH TWINE

BUNDLE COLOR CODED TWINE PAIR NOS.

1 ST BLUE 1 THRU 25

2ND ORANGE 26 THRU 50

3RD GREEN 51 THRU 75 G

4TH BROWN 76 THRU 1 00

COLOR CODE PER BUNDLE

PAIR NO. TRACER COLOR

1 • WHITE BLUE

2. WHITE ORANGE

3. WHITE GREEN

4. WHITE BROWN

5. WHITE SLATE

F 6 . RED BLUE

7. RED ORANGE

8. RED GREEN

9. RED BROWN

1 0, RED SLATE

1 1 • BLACK BLUE

1 2. BLACK ORANGE

1 3. BLACK GREEN

1 4. BLACK BROWN

1 5, BLACK SLATE

1 6. YELLOW BLUE

1 7. YELLOW ORANGE

1 8, YELLOW GREEN

1 9. YELLOW BROWN

E 20. YELLOW SLATE

21 • PURPLE BLUE

22. PURPLE ORANGE

23. PURPLE GREEN

24. PURPLE BROWN

25. PURPLE SLATE

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ARSR

ARSR-4 QVR OCEANA

SYMBOLS AND LEGENDS

OCEANA

Bryan Pennamon : M noJ , ' ,u -

PROJECT ENGINEER MGR: ENGINEERING - CENTER /1.

VA

DESIGNED ISSUED BY DATE IJCN

DRAWN CAK ENGINEERING SERVICES �DR-AW- IN-G--"2=

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GENERAL NOTES

1. DURING PERIODS WHEN CONSTRUCTION EQUIPMENT AND VEHICLES ARE WORKING

ADJACENT TO ROADWAYS HAVE EQUIPMENT ON-SITE IN ORDER TO CLEAN SUCH

PAVEMENTS. THE CLEANING MEASURES SHALL BE ACCEPTABLE TO THE RE AND

AIRPORT MANAGEMENT.

2, ALL CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN A MANNER ACCEPTABLE

TO THE FEDERAL AVIATION ADMINISTRATION (FAA), THE RE WILL ATTEND A

WEEKLY CONSTRUCTION COORDINATION MEETING TO COORDINATE THIS WORK. THE

SUBCONTRACTOR SHALL COOPERATE FULLY TO ALLOW ORDERLY PROGRESSION OF

ONGOING OPERATIONS AND TO MAINTAIN ACCEPTABLE LEVELS OF SAFETY.

3. REVIEW ALL UTILITIES PRIOR TO BEGINNING WORK, THE SUBCONTRACTOR IS

RESPONSIBLE FOR OBTAINING INFORMATION ON THE UNDERGROUND CABLING

AND FACILITIES FROM AIRPORT AND FAA.

4. ENSURE THAT ALL TRAFFIC OVER EXISTING OR CONSTRUCTED IMPROVED ROADWAYS

ARE WITHIN THE DESIGN WEIGHT RANGE OF SAID ROADS AND IS RESPONSIBLE FOR

REPAIRS OF ANY DAMAGE OR DETERIORATION TO SAID ROADS.

5. CONTROL DUST, WASTE AND DEBRIS RESULTING FROM OPERATIONS AT ALL TIMES.

THE SUBCONTRACTOR SHALL HAVE AVAILABLE THE MEANS TO CLEAN AND REMOVE

ANY DEBRIS OR EARTH MATERIAL THAT MAY BE DROPPED ON ANY ROADWAY AT ALL

TIMES. OPERATIONS THAT RESULT IN THE SPILLAGE OF DEBRIS ON ROADS, OR THE

FAILURE TO PROPERLY REMOVE ANY SPILLED MATERIAL MAY RESULT IN THE

STOPPING CONSTRUCTION ACTIVITY UNTIL THE OPERATION JS CORRECTED.

6. PRIOR TO BEGINNING OF CONSTRUCTION, INSPECT THE CONDITION OF THE

EXISTING PAVEMENT, GRAVEL ROAD(S). SUBCONTRACTOR SHALL PROVIDE A REPORT

TO THE RESIDENT ENGINEER AND THE PROJECT MANAGER, THIS REPORT SHALL

CONTAIN THE LOCATION AND THE DESCRIPTION OF ANY ITEM(SJ ALREADY DAMAGED.

7, ANY DAMAGE TO THE EXISTING SITE CONDITIONS CAUSED BY THE SUBCONTRACTOR'S

PERSONNEL OR EQUIPMENT DURING CONSTRUCTION SHALL BE REPAIRED BY THE

SUBCONTRACTOR AT NO COST TO THE OWNER.

SECURITY AND SAFETY NOTES

1. SUBCONTRACTOR'S SECURITY CLEARANCE: THE SUBCONTRACTOR'S EMPLOYEES SHALL

COMPLY WITH ALL SECURITY CLEARANCE REQUIREMENTS OF THE CONSTRUCTION

CONTRACT AND WITH LOCAL AUTHORITIES. THE SUBCONTRACTOR SHALL NOT PERMIT

ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE.

2. GENERAL SAFETY CRITERIA - ALL PROVISIONS OF THE FAA AC 150/5370-2F

uOPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION,u AND THE

CONSTRUCTION CONTRACT APPLY.

3. ADHERE TO REQUIREMENTS AS SET FORTH IN THE FAA SAFETY RISK MANAGEMENT

(SRMJ DOCUMENT AND SUBCONTRACTORS APPROVED RISK MANAGEMENT PLAN (RMP).

4. THE CONSTRUCTION SITE ACCESS AND HAUL ROADS: ACCESS TO THE JOB SITE

SHALL BE VIA SPECIFIC ROUTE SHOWN ON THE ATTACHED PLAN AND VERIFIED

AT THE PRE-CONSTRUCTION MEETING, ACCESS AND HAUL ROUTES MAY CHANGE

DURING CONSTRUCTION AS DIRECTED BY THE RE, THE SUBCONTRACTOR SHALL LOCK

GATE AFTER EACH INGRESS/EGRESS. THE SUBCONTRACTOR SHALL REPAIR ANY DAMAGE

TO HAUL ROADS, RESULTING FROM EXECUTING THIS CONTRACT, AT NO ADDITIONAL

COST TO THE GOVERNMENT. ALL SUBCONTRACTOR VEHICLES AND TRAFFIC SHALL

REMAIN WITHIN THE LIMITS OF CONSTRUCTION AREA, STAGING AREA, OR

HAUL ROUTES. STAGING AREA WILL BE PLACED CLEAR OF RSA AND TSA, AS WELL

AS ANY CRITICAL OPERATIONAL AREAS FOR FUNCTIONING FAA FACILITIES,

5, STAGING AREA - THE SUBCONTRACTOR'S STAGING AREA WILL BE AS SHOWN ON THE

PLAN AND VERIFIED DURING THE PRE-OFFER MEETING. THE SUBCONTRACTOR SHALL

MAKE PROVISIONS FOR ANY REQUIRED UTILITIES. UPON COMPLETION OF THE

PROJECT, THE SUBCONTRACTOR SHALL RESTORE THE STAGING AREA; INCLUDING THE

REPAIR OF EXISTING FACILITIES, REMOVAL OF UTILITIES, REGRADING, THE TOP

SOILING, AND THE PLANTING OF SOD COMPLETE TO THE SATISFACTION OF THE RE

AND AIRPORT DIRECTOR.

6. CONSTRUCTION LIMITS - ALL SUBCONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC

ARE REQUIRED BY FAA RULES TO STAY WITHIN THE LIMITS OF CONSTRUCTION WHILE

ON THE CONSTRUCTION SITE, THESE LIMITS ARE STRICTLY ENFORCED. LIMITS

SHALL BE DEFINED AT THE PRE-CONSTRUCTION MEETING AND MAY CHANGE DURING

CONSTRUCTION AS DIRECTED BY THE RE. TRAFFIC ASSOCIATED WITH CONSTRUCTION

IS TO USE ONLY AREAS SHOWN FOR CONSTRUCTION USE. FAILURE TO DO SO COULD

RESULT IN OFFENDERS BEING REMOVED FROM THE CONSTRUCTION SITE, A FINE OF

$1 MILLION CAN BE ADMINISTERED IN THE EVENT OF A RUNWAY INCURSION.

7, HAVE ON HAND EMERGENCY CONTACT INFORMATION FOR THE COTR, RE, SSC, ATCT,

AND AIRPORT OPERATIONS IN THE EVENT OF A CONSTRUCTION ACTIVITY THAT

ADVERSELY IMPACTS THE OPERATIONAL SAFETY OF THE AIRPORT.

SURVEY CONTROL NOTE

1. PROTECT ALL EXISTING MONUMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS,

ANY MONUMENTS THAT ARE DAMAGED OR DISTURBED SHALL BE RESET BY A

PROFESSIONAL SURVEYOR LICENSED IN THE STATE AT NO ADDITIONAL COST TO

THE GOVERNMENT.

7 6

5 • 4

SEQUENCE AND COORDINATION OF CONSTRUCTION

1. WITHIN 10 DAYS OF NOTICE OF AWARD THE SUBCONTRACTOR SHALL PREPARE A

SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE FAA, AIRPORT,

AND PARSONS, THAT IS COORDINATED WITH ALL OTHER PROJECTS IN THE WORK

AREA SUCH THAT THERE ARE NO KNOWN INTERFERENCES.

2. ANY SCHEDULE/SEQUENCE INTERFERENCE SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE RE IN WRITING.

3, THE SCOPE OF WORK INCLUDES:

REPLACE EXISTING HVAC UNITS FOR THE EQUIPMENT ROOM WITH LIKE

TONNAGE AND ELECTRIC HEATING OPTIONS. REPLACE EXISTING EXTERIOR

DUCTING CONFIGURATION WITH NEW RECTANGULAR DUCT WITH INTERNAL

INSULATION, ADD NEW MOTORIZED DAMPERS. REPLACE EXISTING HVAC

CONTROL SYSTEM WITH NE CONTROL PANEL THAT WILL AUTOMATICALLY

ALTERNATE PRIMARY/STANDBY UNIT BASED ON A PREDETERMINED SCHEDULE.

INSTALL TEMPORARY COOLING UNITS TO MAINTAIN REDUNDANCY DURING

CONSTRUCTION PERIOD. REMOVE 3

X6

OPENING USED AS THE ECONOMIZER.

REPLACE BREAKERS 8 AND 9 WITH NEW BREAKERS AND WIRING TO THE NEW

HVAC UNITS. INSTALL NEW LIGHTNING PROTECTION SYSTEM AFTER THE NEW

ROOF HAS BEEN INSTALLED,

GRADING NOTE

1. HAUL ALL EXCESS MATERIAL OFF SITE AND DISPOSE OF PROPERLY,

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EMERGENCY CONTACT INFO

FIRE AND RESCUE: 911

PARSDNS������-i.=-=---"='------""'-"'="---""==--�=-=""""---1---l--------aC---- - - --- --- -- - -

PTSI Managed Services Inc. &�� 3800 Camp Creek Pkwy , �� , Jc, REDLINE

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Building* 2400, Suite 106 & j

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Atlanta, GA 30331 11(1 "' �--..\, 1) 1) l---'--..,...:.....;;___,, ______________ ..1.-_-..J_..;;;..;;;;...__...--1 �,&\L - @1///W DEPARTMENT OF TRANSPORTATION 404·766·1693 \��v � FEDERAL AVIATION ADMINISTRATION 404.559.1715 (Fax) �� '--,,-, AREA � _ -- ATO - TECHNICAL OPERATIONS EASTERN SERVICE

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ARSR RELEASED FOR:

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ARSR-4 QVR OCEANA HVAC REPLACEMENT

GENERAL NOTES

OCEANA

REVIEWED BY oUBMlr-ED 82,/1;

PPR

OV ,

----� !�t..-fett-,,v_, V ..____ '' /).; ...__,,__,,., Bryan Pennamon t:JI """u

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1-------+--IPROJECT ENGINE�f< MGR: ENGINEERING - CENTER A

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SHEET NOTES

1 . PLAN WORK FOR CLEAR SKY AND NO RAIN FORECAST; PREPARE

FOR THE WORST AND HAVE A PLAN IN PLACE TO DEAL WITH

UNEXPECTED INCLEMENT WEATHER,

2. REVIEW MECHANICAL & ELECTRICAL DRAWINGS FOR EXTENT OF

WORK PERTAINING TO EACH TRADE.

3. PHASE WORK TO ALLOW USER/OCCUPANTS USE OF BUILDING EXITS.

4. COORDINATE WORK WITH OTHERS UNDER SEPARATE CONTRACT WITH

THE GOVERNMENT, WHICH OCCUR IN THE SAME TIME SCHEDULE AS

THE RENOVATION AND REROOFING.

KEYED NOTES

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REMOVE VTR COUNTER-FLASHING,

REMOVE GUTTER SYSTEM, INCLUDING ROOF LEADERS AND WALL

TIES.

REMOVE EXISTING ROOFING COUNTER-FLASING AND ROOFING

MEMBRANE ONCE ALL ELECTRICAL WIRING, ANCHORS AND

PENETRATION HAVE BEEN REMOVED.

REMOVE ROOFING INSULATION SYSTEM AND COVER BOARDS AS

APPLICABLE DOWN TO ROOF DECK.

PATCH AND REPAIR ROOF DECKING WITH SIMILAR METAL

DECKING SYSTEM; COVER ABANDONED PENETRATION WITH

18-GA. GALVANIZED STEEL SHEET AS REQUIRED PRIOR TO NEW

ROOFING INSULATION.

PROVIDE FULLY ADHERED 45-MIL KEE ROOFING MEMBRANE

SYSTEM WITH 1/2" DENS-DECK PRIME OVER METAL DECK,

2-LAYERS 3" RIGID POLYISOCYANURATE WITH STAGGERED

JOINTS AND 1/2" DENS-DECK PRIME COVER BOARD; PROVIDE

ADDITIONAL CONTINUOUS PT 2X6 WOOD BLOCKING AT

PERIMETER, REFER TO ROOFING DETAILS ON A002.

PROVIDE 6" X 6" MEMBRANE STRIPS, HEAT WELDED TO FIELD

MEMBRANE AT LIGHTNING ROD BASE. SET BASES ON STRIPS

IN DOW 799 SILICONE SEALANT, TYPICAL,

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WHERE ADDITIONAL MEMBRANE STRIPS ARE REQUIRED TO SECURE

BONDING OR GROUNDING WIRE TO ROOFING, PROVIDE 2" X 8"

MEMBRANE STRIPS, HEAT WELDED TO FIELD MEMBRANE 4" ON

EITHER SIDE OF WIRE.

I/ /

� ---9_ '_-;;._·'_' ---,J� ___ 6 _'-_8 _" _ ____,,-_ __ _ _ _____ 2_4 _'-_0_" _______________ 10_'_-2_'_' ____ i ___ 7_'-_2_" _______ 1_0_'- _2_" ___ -->-1-' __________ 2_1'_-8_'_' ---------to-j

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DENOTES BUILDING OUTLINE BELOW ROOF.

DENOTES PLAN LAYOUT OF ROOMS BELOW.

REFER TO GUTTER DETAIL 3/A002. PROVIDE ROOF LEADERS

IN QUANTITY AND SIZE TO MATCH EXISTING, IN ADDITION TO

CONCRETE SPLASH BLOCKS, UNLESS CONNECTING TO BUILDING

PERIMETER STORM DRAIN PIPING,

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89'-0" V.1.F.

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2 ROOF PLAN - REMOVAL WORK

A001 SCALE: 1/8" = 1'-0"

8 7 6

1 ROOF PLAN - NEW WORK

4'

8'

A001 SCALE: 1/4" = 1'-0"

0 4' 8'

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

0 8' 16' i..-------SCALE: 1/8" = 1'-0"

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NOT TO SCALE

@ PROVIDE ROOFING MEMBRANE MANUFACTURER PREFABRICATED

VENT THROUGH ROOF (VTRl PIPE FLASHING, HEAT WELDED TO

ROOFING MEMBRANE.

PAR SD NS----���----�·

PTSI Managed Services Inc.

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3800 Camp Creek Pkwy £:'�m, -, Building" 2400, Suite 106 r_i�V,�i?M

REV AP���ED DESCRIPTION JCN Rii�l�E APVD 6 Atlanta, GA 30331 1

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11, � DEPARTMENT OF TRANSPORTATION 404·766·1693

'5\ -- " (fl� FEDERAL AVIATION ADMINISTRATION z

404.559.1715 (Fox) '\� -� , �

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PROVIDE PT 5/8"

PL YWOOO, SCREW

ATTACHED TO

CONTINUOUS PT

2X6 BLOCKING

FLUSH WITH

INSULATION

PROVIDE FIBER CLAD-'

MET AL FASCIA

FLASHING

PROVIDE 3/8" TOGGLE

BOLTS, THROUGH METAL

DECKING @ 36" O.C.

COUNTERSINK INTO PT

BLOCKING WITH 1" HD

GLAV. WASHER, TYPICAL

EXISTING METAL

FASCIA TO REMAIN

EXISTING MET AL SOFFIT

CLOSURE SYSTEM TO

REMAIN

PROVIDE 112"

RADIUSED,

TYPICAL OUTER

EDGE

EXISTING MASONRY EXTERIOR _ _.WALL

ROOFING & FASCIA

SCALE: 11/2" = 1'-0"

PROVIDE FIBERTITE 50-MIL THERMAL

TAN KEE ROOFING MEMBRANE SYSTEM,

FULLY ADHERED TO 1/ 2" DENS-DECK

COVER BOARD, ADHERED TO RIGID

INSULATION

PROVIDE 2-LAYERS OF 3"

POL YISOCY ANURATE RIGID

INSULATION, FULLY ADHERED

SYSTEM WITH STAGGERED

JOINTS

_J �<( wW

PROVIDE 1/2" DENS-DECK

PRIME OVERLAYMENT

BOARD,FULLY ADHERED

TO TOP OF EXISTING

FLUTED STEEL DECK

ROOF STRUCTURE

EXISTING PT 2X6 WD

BLOCKING TO REMAIN

��LIGHTNING ROD BASE, SET IN

DOvl 799 SILICONE

2" X 6" MEMBRANE STRIP, HEAT __ __,,

WELDED TO FIELD MEMBRANE 4"

ON EITHER SIDE OF BASE. INSTALL

ADDITIONAL MEMBRANE STRIPS AT

48" O.C. TO NEXT TERMINAL.

ANTENNA BASE

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

8 7 6

PROVIDE PT 5/8" _PLYWOOD,

SCREW ATTACHED TO

CONTINUOUS PT BLOCKING @

8" O.C. ALTERNATING SIDE

PROVIDE FIBERCLAD -.__

MET AL FASCIA

FLASHING

1'

PROVIDE FIBERTITE 50-MIL THERMAL-TAN KEE

ROOFING MEMBRANE SYSTEM, FULLY ADHERED

TO 1/2" DENS-DECK COVER BOARD, ADHERED

TO RIGID INSULATION

6" !AIN.

4"

PROVIDE

MEMBRANE

FLASHING STRIP

WITH HOT AIR

WELD

PROVIDE PT ----t---t-4U:.BLOCKING WITH

TOGGLE BOLTS @

3'-0" O.C. THRU

MET AL DECKING

PROVIDE S.S. OR

HOG TOGGLE BOLTS

@ 3'-0" O.C. THRU

BLOCKING DOWN

THRU METAL

DECKING

PROVIDE CONTINUOUS --1

GALVANIZED MET AL

CLEAT FASTENED

WITH GALVANIZED

ANNULAR RING SHANK

NAILS @ 3" O.C.

PROVIDE

CONTINUOUS

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! I I I I I I I I . I I , I I I I I I : I I I I I I

I I I I I I

I I I I I I I I I I I I

I I I I I I I I

I I I I I I I I I I I I I I I I I I I I I I I I

BUTYL SEALANT-------++--'

TAPE

I I I -- I l ---

--- I

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EXISTING PT 2X6

BLOCKING WITH TOGGLE

SOL TS @ 3'-0" O.C. EXISTING MET AL

FASCIA TO REMAIN

1 I II II __ J

EDGE FLASHING DETAIL

SCALE: 6" = 1'-0"

4' 0 4'

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

1' 9" 6" 3" 0

SCALE: 1 1/2" • 1' -0"

3" 0 3" 6" i------

SCALE: 3" • 1'-0"

2" 0 2"

SCALE: 6" = 1'-0"

8'

1'

9"

4"

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I I I I I I I t

I t

PROVIDE FIBERCLAD ----.

MET AL FASCIA FLASHING

PROVIDE CONTINUOUS BUTYL

SEALANT TAPE

OVERLAP ROOFING MEMBRANE

@ ROOF EDGE BY 10"MIN. TRIM

EXCESS BELOW GUTTER

SYSTEM

PROVIDE CONTINUOUS

ALUMINUM GUTTER AND

ROOF LEADER

<DOWNSPOUT) SYSTEM,

TYPICAL

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PROVIDE MEMBRANE

FLASHING STRIP, HOT AIR

WELD, TYPICAL

I I I I I I • I I I I I I I I I I I ' I I I I I

I I I I I I ' I I I I I I I I I I I I I I I I I I I

EXISTING PT 2X6

BLOCKING TO REMAIN

PROVIDE CONTINUOUS

BUTYL SEAL��T TAPE

EXISTING MET AL FASCIA

& SOFFIT SYSTEM TO

REMAIN

I I I I I I r . T

I I I I . I I I I

_.c>

GUTTER SECTION DETAIL

SCALE: 3" • 1'-0"

A:;,PROVED

DATE DESCRIPT·Q:,J JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

RECLINE

DATE APVD

L�����-=�- -����:__jATO - TECHNICAL OPERATIONS EASTERN SERVICE

ARSR

(Fax)

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ARSR-4 OVR OCEANA ROOFING DETAILS

OCEANA VA

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SUBMITTED

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Bryan Pennamon

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

DESIGNED ISSLED BY DATE 08/01/2017 JCN 1400368

1-- -+- --+-DR_A _w,-, - - --'"JAEeo:.; ENGINEERING SERVICES f--D-RA-w-,N-G -'N"'c "--"-'-'-=-"-'-'_,_ ___ -2-""'-;"-'RE'-"-lv

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STRAP TYPE PIPE CLAMP

CROSS RUN CONNECTOR

BlMETAL

CONNECTOR

BRONZE

1 BOLT PARALLEL CLAMP

T[NNED BRONZE

BONDlNG PLATE u

TINNED BRONZE

U-BOLT TYPE PIPE CLAMP

BRONZE

CABLE TO FLAT METAL CLAMP

BRONZE

SECONDARY BONDING LUG

1/2

X 60"

SOLID COPPER AIR TERMINAL

GALVANIZED

STEEL TRIPOD BRACE 48• HIGH-

COPPER

UNIVERSAL BASE

COPPER

ADHESIVE CABLE e

FASTENER EVERY 3' ""e�,dg,/MAX. ------_

NO. 32R, CLASS II COPPER

LIGHTNING CONDUCTOR

(32 STRANDS OF 16 AWG WIRES)----'

1 TYPICAL BONDING/SPLICING DETAILS 2 AIR TERMINAL DETAIL

005 NOT TO SCALE

TO LIGHTNING DOWN

CONDUCTOR ON ROOF

32R CLASS II COPPER

LJGHTNlNG CONDUCTOR

1 11 SCH 80 Pvc-��11

12•x12•x6"

JUNCTION BOX-�

EXOTHERMIC

WELD BUTT SPLICE

111 SCH 80 PVC ----1..i1 z

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BUTT SPLICE DOWN

CONDUCTOR TO 4/0

BSC IN JUNCTION

BOX .

FINISHED GRADE

oz I -

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GROUND ROD ON

EXISTING EES-�

4/0 BARE � STRANDED COPPER

4 DOWN CONDUCTOR DET�L

005 NOT TO SCALE

8 7 6

005 NOT TO SCALE

1 /2

X 2 4

BULLET TIPPED SOLID

COPPER AIR TERMINAL- --

BRONZE

UNIVERSAL BASE MOUNTED

WITH STAINLESS STEEL

FASTENERS

CLASS II COPPER

LIGHTNING CONDUCTOR (32

STRANDS OF 16 AWG WIRES

COPPER CABLE CLIP

\ WITH STAINLESS STEEL

FASTENER - EVERY 3 1 MAX

A'�ff!�

3 2 1

NOTES

1. ALL BENDS IN ROOF AND DOWN CONDUCTORS SHALL HAVE A MINIMUM 8

11 RADIUS.

2. MOUNT BASE PLATES TO BU[LDING ROOF WITH COPPER ADHESIVE AS RECOMMENDED

BY THE ROOFING MANUFACTURER. DO NOT PENETRATE ROOFING W[TH MECHANICAL

FASTENERS. TYPICAL FOR ALL BASE PLATES.

3 AIR TERMINAL DETAIL

005 NOT TO SCALE

RELEASED FOR:

CONSTRUCTION - 08/01/2017

APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL A VIA TI ON ADMINISTRATION

REDLINE

DATE

- TECHNICAL OPERATIONS EASTERN SERVICE

ARSR

ARSR-4 OVR OCEANA ELECTRICAL AIR

TERMINAL DETAILS

OCEANA

REVIEWED BY SUBMITTED B;n _-ff -;,.{ft;;, '--'I� "-----1--

- - _ __ Bryan Pennamon

PROJECT ENGINEER MGR; ENGINEERING - CENTER A

APVD

AREA

VA

DES,GNED

CAK

ISSUED BY

DATE

OS/01/20l?

JCN

ENGINEERING SERVICES DRAWING NO

1400368

DRAWN

CHECKED

4 3 2

RCL NAVAJOS QVR-1400368-EOOS

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