Package 1 - B4002 Roof Replacement - Plans.pdf

PDF 14 MB Posted Apr 27, 2023

Attached to: Thule Roof Repair, Building 4002
Solicitation number: W912DS23B0002
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for roof repair services. The solicitation number is W912DS23B0002 and seeks offers to repair the roof of Building 4002 at Thule Air Base for the Department of the Army Corps of Engineers Engineering District New York. Interested parties can review the solicitation and waiver of the Davis-Bacon Act for additional requirements information. The opportunity type is listed as a solicitation, suggesting the government will award a contract for the roof repair work described. No further information is included on response dates, pricing terms, or other offer submission requirements.

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Other files

File	Type	Posted
Bid Abstract - W912DS23B0002.pdf	PDF	Jun 30, 2023
Amendment 0003.pdf	PDF	May 25, 2023
Amendment 0002.pdf	PDF	May 23, 2023
Amendment 0001.pdf	PDF	May 19, 2023
Amendment 0001 - Thule B4002 Roof - Plans.pdf	PDF	May 19, 2023
Package 2 - B4002 Roof Replacement - Specs.pdf	PDF	Apr 27, 2023
W912DS23B0002.pdf	PDF	Apr 27, 2023
Package 3 - B4002 Roof Replacement - Appendices.pdf	PDF	Apr 27, 2023
DBAWaiver-Greenland.pdf	PDF	Apr 27, 2023

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

SHEET INDEX

NO. SHEET NAME

G-001 COVER SHEET

G-002 ABBREVIATIONS, DRAWING SYMBOLS AND LEGEND

G-003

THULE AIR BASE, GREENLAND

Building 4002 BMEWS Roof Replacement Project

VOLUME:

02/03/2023

VICINITY MAPPROJECT LOCATION NOT TO SCALENOT TO SCALE PROJECT LOCATION NOT TO SCALE

C O

V E

R S

H E

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G-001

M J

M J /J

R N

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M J /J

R N

NEW YORK DISTRICT

of Engineers ®

US Army Corps

GENERAL NOTES AND STAGING AREA

AD101 OVERALL ROOF DEMOLITION PLAN

AD102 PARTIAL ROOF DEMO PLAN @ LOW ROOF

AD105 ROOF DEMO PLAN @ UPPER (BMEWS) ROOF

A-101 OVERALL ROOF PLAN

A-102 PARTIAL ROOF PLAN @ LOW ROOF

A-103

R-201 BUILDING ELEVATIONS

R-202

R-203

R-401 BUILDING SECTIONS

R-402

R-403

R-404

R-405

A-501 PITCHED ROOF SECTIONS DETAILS

A-502

A-503 (NOT USED)

A-504 LOW-SLOPE ROOF SECTIONS DETAILS

A-505

AD104

AD103 PARTIAL ROOF DEMO PLAN @ PITCHED METAL ROOF

PARTIAL ROOF DEMO PLAN @ PITCHED METAL ROOF

PARTIAL ROOF PLAN @ PITCHED METAL ROOF

A-104 PARTIAL ROOF PLAN @ PITCHED METAL ROOF

A-105 ROOF PLAN @ UPPER (BMEWS) ROOF

PROJECT SITE NOT TO SCALE

APPENDIX DRAWINGS (FOR REFERENCE ONLY)

R-101 PITCHED METAL ROOF PLAN

R-204

R-205

R-406

R-501 SECTIONS AND DETAILS

R-502

R-503

R-504

R-901 PARTIAL ROOF PLAN @ LOW ROOF - EXISTING CONDITION PHOTOS

R-901A PARTIAL ROOF PLAN @ LOW ROOF - EXISTING CONDITION PHOTOS

R-901B PARTIAL ROOF PLAN @ LOW ROOF - EXISTING CONDITION PHOTOS

R-902 PARTIAL ROOF PLAN @ PITCHED METAL ROOF - EXISTING CONDITION PHOTOS

R-903 ROOF PLAN @ UPPER (BMEWS) ROOF - EXISTING CONDITION PHOTOS

R-903A ROOF PLAN @ UPPER (BMEWS) ROOF - EXISTING CONDITION PHOTOS

BUILDING ELEVATIONS

BUILDING SECTIONS

SECTIONS AND DETAILS

PITCHED ROOF SECTIONS DETAILS

LOW-SLOPE ROOF SECTIONS DETAILS

NORTH NORTH NORTH

N O

R T

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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TOP OF MANHOLE

TOILET

THICKNESS

TOP OF FINISH FLOOR

TEMPORARY

TANGENT

TREAD

SYMMETRICAL

SUSPENDED

STRUCTURAL

STEEL

STANDARD

STAINLESS STEEL

SOLID PLASTIC

SPECIFICATION

STEEL JOIST INSTITUTE

SIMILAR

SHEET

SECTION

STEEL DOOR INSTITURE

SOAP DISPENSER

SCHEDULE

SOUTH

TMH

TLT

THK

TFF

TEMP

TAN

THD

SYMM

SUSP

STRUCT

STL

STD

SST

SPEC

SJI

SIM

SHT

SECT

SDI

SCHED

ABBREVIATIONS

BACK OF CURBBC

DOUBLE DISPLAY STRIPDDS

ADDENDUMADDM

ACC

ACI

ADA

ADDL

ADJ

AFF

AHU

AIA

AISC

ALT

ALUM

ANOD

ANSI

APA

APPROX

ARCH

ASCE

ASTM

AUTO

AVG

AWG

AWS

A/C

BAL

BIA

BITUM

BLDG

BOCA

BOS

BOT

B PL

BRDG

BRG

BTWN

BUR

CU FT

CIR

CLG

CRCMF

CLR

CMU

COL

CONC

CIRC

CONN

CONSTR

CONT

CONTR

CSK

CSI

CTR

CU YD

DAT

DBL

DEG

DEMO

DET

DIA

ACCESSIBLE

ANCHOR BOLT

AMERICAN CONCRETE INSTITUTE

AREA DRAIN

AMERICANS WITH DISABILITIES ACT

ADDITIONAL

ADJUSTABLE

ABOVE FINISH FLOOR

AIR HANDLING UNIT

AMERICAN INSTITUTE OF ARCHITECTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALTERNATE

ALUMINUM

ANODIZED

AMERICAN NATIONAL STANDARDS INSTITUTE

AMERICAN PLYWOOD ASSOCIATION

APPROXIMATE

ARCHITECT

AMERICAN SOCIETY OF CIVIL ENGINEERS

AMERICAN SOCIETY OF TESTING MATERIALS

AUTOMATIC

AVERAGE

AMERICAN WIRE GAGE

AMERICAN WELDING SOCIETY

AIR CONDITIONING

BALANCE

BRICK INSTITUTE OF AMERICA

BITUMINOUS

BUILDING LINE

BUILDING

BENCH MARK

BUILDING OFFICIALS AND CODE

BOTTOM OF STEEL

BOTTOM (BOTTOM FACE, LAYER, SIDE)

BASE PLATE

BRIDGING

BEARING

BETWEEN

BUILT-UP ROOFING

AMERICAN STANDARD CHANNEL

CUBIC FOOT

CORNER GUARD

CAST IRON

CIRCLE

CONTROL JOINT

CENTER LINE

CEILING

CIRCUMFERENCE

CLEAR

CENTIMETER

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CIRCULAR

CONNECT

CONSTRUCTION

CONTINUE

CONTRACTOR

COUNTER SUNK

CONSTRUCTION SPECIFICATIONS INSTITUTE

CENTER

CUBIC YARD

DEPTH

DATUM

DOUBLE

DEGREE

DEMOLISH

DETAIL

DRINKING FOUNTAIN

DIAMETER

ADMINISTRATORS INTERNATIONAL, INC

ELEC

EAST, MODULUS OF ELASTICITY

EACH

EACH FACE, EXTERIOR FINISH

EXPANSION JOINT

ELEVATION

ELECTRIC, ELECTRICAL

EXTERIOR INSULATION FINISH SYSTEMEIFS

IBC INTERNATIONAL BUILDING CODE

MANUFACTURINGMFG

LIGHT WEIGHTLT WT

GFCI

GOVT

GYP BD

GYP

HDBD

HDWD

HDW

HEX

HORIZ

HVAC

INCL

INS

INT

INV

JAN

LLH

LLV

MAU

MATL

MAX

MAU

MCJ

MECH

MFR

MIL STD

MIN

MISC

GROUND FAULT CIRCUIT INTERRUPTER

GOVERNMENT

GYPSUM BOARD

GYPSUM

HARDBOARD

HARDWOOD

HARDWARE

HEXAGON(AL)

HOLLOW METAL

HORIZONTAL

HEAT PUMP

HIGH STRENGHT

HEIGHT

HEATING VENTILATION AND AIR CONDITIONING

MOMENT OF INERTIA

INSIDE DIAMETER

INSIDE FACE

INCLUDE(D)(ING)(SIVE)

INSULATION

INTERIOR

INVERT(ED)

JANITOR

LITER

ANGLE (STRUCTURAL SHAPE)

POUND

LEFT HAND

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIGHT

MAKE UP AIR UNIT

METER(S)

MATERIAL

MAXIMUM

MACHINE BOLT

MAKE UP AIR UNITS

MASONRY CONTROL JOINT

MECHANIC(AL)

MANUFACTURER

MILITARY STANDARD

MINIMUM

MISCELLANEOUS

MILLIMETER

MASONRY OPENING

DRAWING SYMBOLS LEGEND

(STRUCTURAL SHAPE)

BRD BOTTOM OF ROOF DRAIN

MET METAL

EXP BT

ELEV

ENGR

EQUIP

EWC

EXIST

EXP

EXT

FOS

FTG

FURG

FOW

EXPANSION BOLT

ELEVATOR

ENGINEER

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXISTING

EXPANSION

EXTERIOR

FACE OF STUD

FAR SIDE (FACE, LAYER)

FOOT

FOOTING

FURRING

FACE OF WALL

FACE OF FINISH

FACE OF CONCRETE, FACE OF CURB

FINISH FLOOR ELEVATION

FINISH(ED)

FINISH FLOOR

FIRE EXTINGUISHER & CABINET

FIRE EXTINGUISHER & BRACKET

FOUNDATION

FLOOR DRAIN

FOF

FOC

FFEL

FIN

FIN FLR

FEC

FEB

FDTN

FACE OF MASONRYFOM

GALV

GAGE

GALVANIZED

GENERAL CONTRACTOR

NAT

NBS

NFPA

NIC

NOM

NRC

NTS

OFD

OPNG

OPH

OSHA

PAR

PCA

PCF

PCI

PERF

PERP

PLAM

PLF

PREFAB

PREFIN

PRELIM

PROJ

PSF

NORTH

NOT APPLICABLE

NATURAL

NATIONAL BUREAU OF STANDARDS

NATIONAL FIRE PROTECTION ASSOCIATION

NOT IN CONTRACT

NOMINAL

NOISE REDUCTION COEFFICIENT

NEAR SIDE (FACE)

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OVER FLOW DRAIN

OPENING

OPPOSITE HAND

OCCUPATIONAL SAFETY AND

OUNCE

PARALLEL

PORTLAND CEMENT ASSOCIATION

POUNDS PER CUBIC FOOT

PRESTRESSED CONCRETE INSTITUTE

PERFORATE(D)

PERPENDICULAR

PROPERTY LINE

PLASTIC LAMINATE

POUNDS PER LINEAL FOOT

PAIR

PREFABRICATE

PREFINISH

PRELIMINARY

PROJECT

POUNDS PER SQUARE FOOT

OVER HEAD DOOROH DR

RECEPTACLE

PAPER TOWEL DISPENSER & WASTEPTDWR

PAPER TOWEL DISPENSERPTD

PSI

PBD

PVC

PVG

PLYWD

REF

REINF

REQD

REV

ROW

RTU

POUNDS PER SQUARE INCH

PARTICLE BOARD

POLYVINYL CHLORIDE

PAVING

PLYWOOD

REFERENCE

REINFORCE

REQUIRED

REVISION

RIGHT HAND(ED)

ROUGH OPENING

RIGHT OF WAY

ROOF TOP UNIT

ROOF DRAIN

REFLECT

REFLECTED CEILING PLAN

RADIUS

QUANTITY

QUALITY CONTROL

REFL

RCP

QTY

HEALTH ADMINISTRATION

TOJ TOP OF JOIST

TRANSFORMER

WITHOUT

WITH

WELDED WIRE FABRIC

WORK POINT

WELDED

WALL TO WALL

WEST

VERTICAL

VARIES

UNLESS NOTED OTHERWISE

UNLESS OTHERWISE NOTED

ULTIMATE

UNDERWRITERS LABORATORIES, INC.

TONGUE AND GROOVE

TYPICAL

TOP OF STEEL

TOP OF GRADE

TOP OF FOOTING

TOP OF MASONRY

TOLERANCE

TOP OF COPING

TOP OF BEAM

XFMR

W/O

WWF

WLD

W/W

VERT

VAR

UNO

UON

ULT

T&G

TYP

TOS

TOG

TOF

TOM

TOL

TOC

TOB

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TRANSPARENTTRANS

TS TUBE STEEL

VERIFY IN FIELDVIF

VENT THRU ROOFVTR

TOP OF ROOF @ COVER BOARDTOR

TRD TOP OF ROOF DRAIN @ FLOW LEVEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

FD FLOOR DRAIN

MCJ

DOWN SPOUTDS

MASONRY CONTROL JOINT

PARTITION

WIRE MESH OR FABRIC

GLAZING SYSTEM

NEW PARTIAL HEIGHT WALLS

EXISTING CONSTRUCTION

TO BE REMOVED OR

TO REMAIN

EXISTING CONSTRUCTION

CMU WALL

BRICK

CONCRETE WALL

FLOOR PLAN LEGEND

NEW OVERHEAD CONSTRUCTION

FINISHED WOOD

PLYWOOD

BATT INSULATION

RIGID INSULATION

WOOD DISCONTINUOUS

WOOD CONTINUOUS

CEMENT GROUT

PLASTER, SAND OR

CMU

BRICK

CONCRETE IN SECTION

METAL

PLASTER OR STUCCO

ON METAL LATH

STONE/MARBLE

MATERIALS LEGEND

ROOF DRAIN

VENT THRU ROOF

PENETRATION

ELEVATION CHANGE

ROOF PLAN LEGEND

SKYLIGHT

PHOTO I.D.

SLOPE DIRECTION

ROOF HATCH

DOWN

VTR

OVERFLOW DRAINOD

COLUMN IDENTIFIERS

ELEVATION AND SECTION DRAWINGS

ELEVATION (DATUM) INDICATOR FOR

PLAN DRAWINGS

ELEVATION (SPOT) INDICATOR FOR

EXTERIOR ELEVATION INDICATOR

SECTION INDICATOR

EL: 0'-0"

A-000

ROOM / SPACE IDENTIFIERS

0 SQ FT 0 CU FT

ROOM NAME

0 SQ FT CLG:0'-0"

NORTH ARROW

DETAIL INDICATOR

ETC.) INDICATOR AND TITLE

DRAWING VIEW (PLAN, SECTION,

X-000

TITLE OF DRAWING VIEW

SCALE BAR

SHEET GRID

CORNER OF DRAWING IS LOCATED ON

BASED ON WHERE THE LOWER LEFT

IDENTIFYING CHARACTERS / NUMBERS

REFERRED TO

DRAWING NUMBER

SHEET IDENTIFICATION /

NUMBER

IDENTIFYING CHARACTER /

NUMBER

IDENTIFYING CHARACTER /

REFERRED TO

DRAWING NUMBER

SHEET IDENTIFICATION /

NUMBER

IDENTIFYING CHARACTER /

REFERRED TO

DRAWING NUMBER

SHEET IDENTIFICATION /

CEILING HEIGHT

PROGRAMMED SPACE AREA AND

ACTUAL SPACE AREA & VOLUME

ROOM / SPACE NUMBER

ROOM / SPACE NAME

COLUMN CENTERLINE

EXPANDED POLYSTYRENEXPS

HEMP HIGH ALTITUDE ELECTROMAGNETIC PULSE

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G-002

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®of Engineers

US Army Corps

U .S

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GENERAL NOTES HAZARDOUS MATERIAL GENERAL NOTES

PROCEED.

OFFICER'S REPRESENTATIVE SHALL ADVISE THE CONTRACTOR HOW TO

ENCOUNTERED OR THOUGHT TO BE A HAZARDOUS NATURE. THE CONTRACTING

REPRESENTATIVE IMMEDIATELY IN WRITING OF ANY HAZARDOUS MATERIAL

1. STOP WORK AND INFORM OWNER AND CONTRACTING OFFICER'S

SAFETY

SPECIFICATIONS.

OFFICER'S REPRESENTATIVE AND BASE CIVIL ENGINEER AS NOTED IN THE

COORDINATE ANY WORK IN FRONT OF THE RADAR FACE WITH CONTRACTING C.

OBSERVE CAUTION SIGNS WHILE RADAR IS IN OPERATION.B.

MANUAL) EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS.

MOST CURRENT VERSION OF US ARMY CORPS OF ENGINEERS (ENGINEER

A. SAFETY DURING DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH THE

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G-003

REPRESENTATIVE.

TO COORDINATE TO THE SATISFACTION OF THE CONTRACTING OFFICER'S

CONTRACTOR IS TO CORRECT ANY AND ALL WORKS ARISING FROM SUCH FAILURE

PERFORM THE WORK AS INTENDED BY THE CONTRACT DOCUMENTS. THE

REPRESENTATIVE WILL NOT RELIEVE THE CONTRACTOR RESPONSIBILITY TO

PORTION OF THE WORK. FAILURE TO NOTIFY THE CONTRACTING OFFICER'S

CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT

REPRESENTATIVE OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING

17. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S

PRACTICES AND AS PER MANUFACTURER'S RECOMMENDATIONS.

MANNER EXECUTED IN ACCORDANCE WITH THE BEST ACCEPTED TRADES

16. ALL WORK SHOULD BE OF HIGH QUALITY PERFORMED IN A NEAT WORKMANLIKE

REPAIRED AT NO EXTRA COST TO THE GOVERNMENT.

EXISTING WORK TO REMAIN IS DAMAGED BY THE CONTRACTOR, IT SHALL BE

15. ALL EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IF

14. NOT USED

13. NOT USED

SYSTEMS.

12. PROVIDE TEMPORARY COVERS AND PROTECTION TO ALL EXISTING ROOF TOP

AND NEW ROOFING INSTALLED IMMEDIATELY AT END OF INCLEMENT WEATHER.

OTHER NECESSARY MEANS FOR SECUREMENT OF TARPS ARE TO BE REMOVED

EXPOSED ROOF AREAS AND SPACES BELOW ROOF. TARPS AND SANDBAGS AND

SECUREMENT OF TARPS TO BE USED FOR THE IMMEDIATE PROTECTION OF

PROVIDE TARPS AND SANDBAGS AND OTHER NECESSARY MEANS FOR

11. IN THE EVENT OF INCLEMENT WEATHER CONTRACTOR TO SEAL ROOF AND SHALL

REPRESENTATIVE MUST APPROVE THESE SPECIAL MEASURES.

EXTREME WEATHER CONDITIONS OF SITE. CONTRACTING OFFICER'S

DAY. SPECIAL MEASURES MUST BE TAKEN FOR THIS PROTECTION DUE TO

THE ELEMENTS BY REMOVAL OR CUTTING OF EXISTING WORK IN ONE WORKING

SHALL BE PROVIDED AND MAINTAINED AT ALL AREAS WHERE LEFT EXPOSED TO

10. WEATHERPROOF AND WEATHER TIGHT PROTECTION OF THE ENTIRE ROOF AREA

BEFORE PROCEEDING WITH WORK HERE.

CONDITIONS TO CONTRACTING OFFICER'S REPRESENTATIVE FOR DIRECTION

EXISTING DRAINS, BUT IF EXISTING CONDITIONS ARE OTHERWISE, REPORT THESE

ALL AREAS OF EXISTING LOW-SLOPE ROOF DECK HAVE POSITIVE DRAINAGE TO

UPPERMOST SURFACE OF EXISTING CONCRETE ROOF DECK. IT IS ASSUMED THAT

EXISTING LOW-SLOPE MEMBRANES REMOVED IN TOTAL TO EXPOSE THE

ROOFS TO RECEIVE NEW EPDM MEMBRANE TO HAVE ALL ALL LOW-SLOPE9.

PAVERS BE STACKED AND OR STORED ANYWHERE ON OR IN BUILDING.

INSULATION BOARD AND FILTER FABRIC. IN NO CASE SHALL ANY UNINSTALLED

INCLUDES, BUT IS NOT LIMITED TO, MEMBRANE, ASSOCIATIVE FLASHING,

INSTALLATION OF NEW LOW-SLOPED ROOFING SYSTEM THROUGHOUT WHICH

TEMPORARILY STORE NEARBY BUILDING, AT GRADE, FOR REINSTALLATION AFTER

8. THE CONTRACTOR SHALL REMOVE ALL EXISTING ROOFING PAVERS AND

ASSEMBLY.

FLASHINGS ON ALL VENT PIPING AND CONDUITS THAT PENETRATE ROOF

/ CONDUIT ROOF PENETRATIONS ARE A PART OF THIS PROJECT. PROVIDE NEW

7. UNLESS NOTED OTHERWISE, ALL VENTS, ROOF DRAINS, PITCH POCKETS AND PIPE

ETC.) ON THE ROOF TO PERMIT THE INSTALLATION OF THE NEW ROOF.

NECESSARY TO ALL PLUMBING AND HVAC EQUIPMENT AND DEVICES (AHU, FANS,

PROVIDE ALL TEMPORARY RELOCATION AND REMOVAL / RECONNECTION

6. CONTRACTOR SHALL HIRE AN HVAC AND PLUMBING SUB-CONTRACTOR TO

PENETRATIONS AFFECTED BY WORK MUST BE WATERTIGHT.

WORKING WITH ELECTRICAL PENETRATIONS OF ROOF AND ALL SUCH

THE NEW ROOF. ESTABLISHED SAFETY MEASURES MUST BE IMPLEMENTED WHEN

THE ELECTRICAL EQUIPMENT ON THE ROOF TO PERMIT THE INSTALLATION OF

TEMPORARY RELOCATION AND REMOVAL / RECONNECTION NECESSARY TO ALL

5. CONTRACTOR SHALL HIRE AN ELECTRICAL SUB-CONTRACTOR TO PROVIDE ALL

AND ARE CONCEPTUAL IN SCOPE.

JURISDICTION. DRAWINGS INDICATE THE GENERAL SCHEME OF THE FACILITIES

NATIONAL CODES AND REQUIREMENTS OF LOCAL AUTHORITIES HAVING

4. CONTRACTOR SHALL PERFORM ALL WORK AS TO CONFORM TO LOCAL, STATE AND

OF EACH WORK DAY AND PRACTICE GOOD HOUSEKEEPING.

3. CONTRACTOR SHALL REMOVE ALL DEBRIS RELATIVE TO THEIR TRADE AT THE END

CONTRACTING OFFICER'S REPRESENTATIVE.

OFFICER'S REPRESENTATIVE WITHOUT ANY ADDITIONAL COST TO THE

COURSE OF WORK TO THE SATISFACTION AND APPROVAL OF THE CONTRACTING

REMAIN AND SHALL REPAIR OR REPLACE ANY ITEM DAMAGED DURING THE

2. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING ITEMS TO

TOTAL COVERAGE OF LOW-SLOPE ROOFS.

NEW PAVERS WHERE EXISTING ARE DAMAGED OR THERE ARE NONE, ALL FOR

REINSTALLATION OF EXISTING ROOFTOP PAVERS, AS WELL AS THE PROVISION OF

SLOPE ROOFS, THIS PROJECT SHALL INCLUDE THE REMOVAL AND

THE ENTIRE ROOF AREA INDICATED ON ON THE DRAWINGS. ALSO FOR THE LOW-

MEMBRANE, FILTER FABRIC, INSULATION, AND ASSOCIATIVE FLASHINGS, OVER

INCLUDE THE REMOVAL AND REPLACEMENT OF THE EXISTING ROOFING

UNLESS OTHERWISE NOTED FOR THE LOW-SLOPE ROOFS , THIS PROJECT SHALL 1.

CIVIL ENGINEER.

PERMISSION FROM THE CONTRACTING OFFICER'S REPRESENTATIVE OR BASE

PROPERTY OF THE GOVERNMENT WITHOUT FIRST OBTAINING WRITTEN

ANY CIRCUMSTANCES TO USE MATERIALS OR EQUIPMENT THAT IS THE

35. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS ARE NOT ALLOWED IN

REMOVAL OF WASTE AND LOCATION OF CONTAINERS.

DELIVERIES, STORAGE OF MATERIALS, SALVAGED MATERIALS AND EQUIPMENT,

COORDINATING WITH THE CONTRACTING OFFICER'S REPRESENTATIVE

34. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND

33. NOT USED

REPRESENTATIVE.

32. ALL WORK MUST BE COORDINATED WITH THE CONTRACTING OFFICER'S

LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY.

DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE SHALL BE

REFUSE, AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL

31. CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED

CONTRACTING OFFICER'S REPRESENTATIVE AND FACILITY COMMANDER.

EQUIPMENT PLACEMENT ABOUT BUILDING MUST BE COORDINATED WITH

OUTSIDE OF BUILDING AT ALL TIMES. CRANE, SCAFFOLDING AND OTHER

CONTRACTOR MUST MAINTAIN FREE AND UNOBSTRUCTED ACCESS TO AND FROM

ALL BUILDING FLOORS AND ADJACENT SPACES INTO EXISTING EGRESS STAIRS.

30. CONTRACTOR MUST MAINTAIN FREE AND UNOBSTRUCTED ACCESS TO AND FROM

ON THESE DRAWINGS.

INTERFERING WITH THE INSTALLATION OF NEW WORK WHETHER SHOWN OR NOT

29. CONTRACTOR SHALL RELOCATE/MODIFY AND PATCH ANY EXISTING ITEMS

PROVIDED BY THE CONTRACTOR.

DUST, DIRT AND FUMES FROM FILTERING INTO OCCUPIED AREAS ARE TO BE

28. DURING CONSTRUCTION, TEMPORARY BAFFLES TO SEAL OPENINGS TO PREVENT

SPECIFIED OR INDICATED.

REPRESENTATIVE SHALL BE INCLUDED IN THE WORK THE SAME AS IF HEREIN

ANY PART OF THE WORK AS DETERMINED BY THE CONTRACTING OFFICER'S

PROPER AND ACCEPTABLE CONSTRUCTION, INSTALLATION OR OPERATION OF

27. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR

REPRESENTATIVE.

PERMISSIBLE WITHOUT THE CONSENT OF THE CONTRACTING OFFICER'S

REPRESENTATIVE AT ONCE. NO CHANGE IN PLANS, DETAILS OR DIMENSIONS IS

AND/OR DETAILS SHALL BE REPORTED TO THE CONTRACTING OFFICER'S

ANY WORK. ANY DISCREPANCIES OR ERRORS IN THE PLANS, SPECIFICATIONS,

AT THE SITE BY THE CONTRACTOR BEFORE ORDERING ANY MATERIAL OR DOING

AND CONDITIONS SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED

26. DRAWINGS SHALL NOT BE SCALED. USE DIMENSIONS ONLY. ALL DIMENSIONS

THIS REGARD SHALL BE FULLY COMPLIED WITH.

THE BUILDING. THE CONTRACTING OFFICER'S REPRESENTATIVE DIRECTIONS IN

OF ALL PARTIES AND WITH MINIMUM INTERFERENCE TO THE OCCUPANTS WITHIN

25. IT IS ESSENTIAL THAT ALL WORK PROCEED WITH THE MAXIMUM COOPERATION

INSTALLATION AND COMPLETION OF THE WORK WITH APPROVED MATERIALS.

24. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER

OTHERWISE NOTED.

23. ALL MATERIALS AND WORK REQUIRED ARE INTENDED TO BE NEW UNLESS

NO ITEMS OR SERVICES, WHICH ARE TO REMAIN, ARE DISTURBED.

CONSTRUCTION DRAWINGS TO DETERMINE DIMENSIONS AND TO INSURE THAT

CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEW

TO INSURE THE CONTINUITY OF ALL SERVICES TO THE EXISTING FACILITY.

22. ALL DEMOLITION AND REMOVALS ARE TO BE COORDINATED WITH EACH TRADE

NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

THE CONTRACT SHALL BE REPLACED AND REINSTALLED BY THE CONTRACTOR AT

21. ANY DAMAGE TO INSTALLED FINISHES OR EQUIPMENT CAUSED BY THE WORK OF

CONTRACTING OFFICER'S REPRESENTATIVE.

OFFICER'S REPRESENTATIVE WITHOUT ANY ADDITIONAL COST TO THE

COURSE OF WORK TO THE SATISFACTION AND APPROVAL OF THE CONTRACTING

REMAIN AND SHALL REPAIR OR REPLACE ANY ITEM DAMAGED DURING THE

20. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING ITEMS TO

ALL REQUIRED STORAGE SHALL BE AT CONTRACTOR'S EXPENSE.

OFFICER'S REPRESENTATIVE TO BE SALVAGED OR STORED FOR REINSTALLATION.

MATERIAL OR EQUIPMENT IS INDICATED OR DIRECTED BY THE CONTRACTING

EQUIPMENT OFF THE SITE BY THE CONTRACTOR, EXCEPT WHERE SUCH

THE COMPLETE REMOVAL AND LEGAL DISPOSAL OF THE INDICATED MATERIAL OR

19. THE WORDS "REMOVE", "REMOVAL", "DISCARD", DISPOSE OF" SHALL INCLUDE

CONTRACT.

PRIOR TO SUBMITTING AND PLACING ORDERS DURING THE COURSE OF THE

NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY DISCREPANCIES

ALL DIMENSIONS AND JOB CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL CHECK AND VERIFY

CONSTRUCTION.

APPROVAL FROM CONTRACTING OFFICER'S REPRESENTATIVE BEFORE PRIOR TO

WEATHER CONDITIONS OR FOR ANY PROLONGED PAUSES IN THE WORK, ALL FOR

COVERING AND PROTECTION FOR WHEN WORK IS STOPPED DUE TO BAD

40. CONTRACTOR TO SUBMIT PLANS AND DETAILS FOR TEMPORARY ROOF

HEMP SHIELDING, BEFORE PROCEEDING WITH WORK.

REPRESENTATIVE, FOR APPROVAL, ALL MEASURES TAKEN TO AVOID DAMAGE TO

HEMP SHIELDING. THE CONTRACTOR MUST REPORT CONTRACTING OFFICER'S

SHALL THE CONTRACTOR PENETRATE OR COMPROMISE THE INTEGRITY OF THE

EXISTING HEMP SHIELDING BEFORE PROCEEDING WITH WORK. IN NO CASE

UNDERSTANDING, AND/OR IF THE ROOF REPLACEMENT WORK WILL IMPACT THE

REPRESENTATIVE IF THEY DISCOVER CONDITIONS OTHERWISE OF THIS

PROJECT. THE CONTRACTOR MUST FIRST NOTIFY THE CONTRACTING OFFICER

CONDITIONS AND IS BEYOND THE IMPACTS OF THIS ROOF REPLACEMENT

STRUCTURAL (CORRUGATED) STEEL DECK AT THE PITCHED ROOF, AND IN ALL

CONCRETE ROOF DECK AT THE LOW SLOPE ROOFS AND BELOW THE

PULSE (HEMP) SHIELDING SYSTEM ON THE UNDERSIDE OF THE STRUCTURAL

PROPERLY FUNCTIONING AND PERFORMING HIGH ALTITUDE ELECTROMAGNETIC

39. IT IS UNDERSTOOD THAT THE EXISTING ROOF CONSTRUCTION HAS AN EXISTING

WORK.

ANY TEMPORARY UTILITIES AND SHALL REMOVE THEM UPON COMPLETION OF

38. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF

AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR SUB-CONTRACTORS.

37. THE GENERAL CONTRACTOR IS TO COORDINATE ALL WORK OF THIS CONTRACT

KEYS TO ANY LOCKED AREAS UNDER HIS CONTROL.

TO HAVE ACCESS TO THE WORK SITE AT ALL TIMES. CONTRACTOR IS TO PROVIDE

36. THE CONTRACTING OFFICER'S REPRESENTATIVE OR BASE CIVIL ENGINEER ARE

STAGING AREA NOT TO SCALE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

SECURITY LINE

AERIAL ON WALL

CHIMNEY

PASSAGEWAY

LOW-SLOPE ROOF PITCHED ROOF

AERIAL

VENTILATOR

(14'-2")

(1 /4

(22'-0")

ROOF

FOR ENLARGED

SEE SHEET AD105

(14'-2") (14'-2") (16'-0") (16'-6") (16'-6") (16'-0") (14'-2") (14'-2") (14'-2") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-9") (6'-9") (17'-7") (17'-7")

(1 /4

VENTILATOR

JRSC

FORM

ROOF

SADDLE

EXISTING

(LOW SLOPE)

SSPAR TOWER

L O

W -S

L O

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R N

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AD101

OVERALL ROOF DEMOLITION PLAN

SCALE: 1: 200

400'0 200'

A-105

A-102

A17

A-103

A13

A-104

A14

1 2 3 4 5 6 7 8 9 10 11

(14'-2") (14'-2") 2")

(14'- (14'-2") (14'-2") (14'-2")(16'-0")(16'-6")(16'-6")(16'-0")(1'-9")

(20'-0")

SEE DEMO NOTE 1C, TYP

REMAIN

ON WALL TO

EXISTING AERIAL

SEE DEMO NOTE 1

ENTIRETY

ROOF TO REMAIN IN

STRUCTURE ABOVE

EXISTING JRSC

TO REMAIN

EXISTING RD

INDICATED.

OTHER MATERIALS NOT

NOTE 1B FOR DEMOLITION OF

FOR REINSTALLATION, TYP. SEE

INDICATED, TO BE REMOVED

EXISTING ROOF PAVERS

TO REMAIN

EXISTING RD

AD103 & AD104.

ROOF, REFER TO

PITCHED METAL

EXISTING

ADJACENT

TO REMAIN

WITH VALVE

PLUMBING

EXISTING

REMOVED

BARRIERS TO BE

RAMP & ADJACENT

EXISTING LANDING,

REINSTALLED, TYP.

TO BE REMOVED &

EXISTING BARRIERS

TO REMAIN

EXISTING RD

TO REMAIN

EXISTING RD

STAIR TO REMAIN

EXISTING SPIRAL

SEE DEMO NOTE 1

TO REMAIN

VENT HOOD

EXISTING

TO REMAIN, TYP.

EXTERIOR WALLS & DOORS

EXISTING SSPAR TOWER

FORM

SADDLE ROOF

EXISTING

NOTE 3

SEE DEMO

SEE DEMO NOTE 1C, TYP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

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C H

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US Army Corps

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AD102

100' 200'0

OTHER ADJACENT MATERIALS.

FLASHING IN CONTACT WITH THIS SADDLE FOR DEMOLITION OF

POSSIBLE HAZARDOUS MATERIALS. DO NOT DAMAGE EXISTING

MATERIALS FOR AND ON THE SADDLE, AS WELL ANY WORK NEAR

SPECIFIED MEASURES FOR EXISTING POSSIBLE HAZARDOUS

SLOPE LOW ROOF, REFERRED TO AS A SADDLE, MUST TAKE

TRANSITIONAL ROOF FORM BETWEEN PITCHED ROOF AND LOW

ANY ASSOCIATIVE DEMOLITION WORK ON OR NEAR THE 3.

THE EXISTING HEMP SHIELDING.

BE NOTED THAT ANY WORK TO REPLACE THESE DRAINS MAY IMPACT

DIRECTION AND BEFORE PROCEEDING WITH WORK HERE. IT SHOULD

SHALL NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE FOR

FINDS THE CONDITIONS OF THESE DRAINS TO BE OTHERWISE, THEY

INSTALLATION OF THE NEW ROOF MEMBRANE. IF THE CONTRACTOR

FUNCTIONING AND PERFORMING TO REMAIN IN PLACE AND FOR THE

IT IS ASSUMED THAT ALL EXISTING ROOF DRAINS ARE PROPERLY 2.

REQUIRED FOR A WATERTIGHT AND WIND RESISTANT CONDITION.

PENETRATION FLASHING FOR REPLACEMENT WITH NEW, AS

FLASHING, EXPANSION JOINT FLASHING, AND OTHER

REMOVE ALL EXISTING ROOF EDGE TRIM, ROOF TO WALL C.

CONCRETE DECK.

(ASSUMED EPDM) DOWN TO UPPER-MOST SURFACE OF EXISTING

INCLUDING INSULATION, FILTER FABRIC, ROOF MEMBRANE

REMOVE ENTIRE EXISTING LOW-SLOPE ROOF ASSEMBLY, B.

(NOT USED)A.

LOW-SLOPED ROOF:1.

DEMO SHEET NOTES:

M A

T C

H L

S E

E D

W G

A17

SCALE: 1:100

@ LOWER (LOW SLOPE) ROOF

PARTIAL ROOF DEMO PLAN

S U

B M

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B Y

C H

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K E

D B

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D B

C O

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VENTILATOR

12 13 1114 15 16 17

(20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0")

M J /J

R N

M J

M J /J

R N

P A

R T

R O

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D E

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A N

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D M

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AD103

100' 200'0A13

SCALE: 1:100

@ PITCHED METAL ROOF

PARTIAL ROOF DEMO PLAN

DEMO SHEET NOTES:

M A

T C

H L

S E

E D

W G

M A

T C

H L

S E

E D

W G

DEMOLITION OF OTHER ADJACENT MATERIALS.

DAMAGE EXISTING FLASHING IN CONTACT WITH THIS SADDLE FOR

AS WELL ANY WORK NEAR POSSIBLE HAZARDOUS MATERIALS. DO NOT

EXISTING POSSIBLE HAZARDOUS MATERIALS FOR AND ON THE SADDLE,

REFERRED TO AS A SADDLE, MUST TAKE SPECIFIED MEASURES FOR

ROOF FORM BETWEEN PITCHED ROOF AND LOW SLOPE LOW ROOF,

ANY ASSOCIATIVE DEMOLITION WORK ON OR NEAR THE TRANSITIONAL 3.

(NOT USED)2.

REPRESENTATIVE AS SOON AS POSSIBLE.

REPORT ANY ROOF DAMAGE TO CONTRACTING OFFICER'S F.

AIRTIGHT CONDITION.

CLOSURE AT EXISTING WALL PANEL, ALL FOR A WATERTIGHT AND

FOR A WATERTIGHT CONDITION. REMOVE AND REPLACE EXISTING

COMPONENTS, TO BE REMOVED FOR REPLACEMENT WITH NEW, ALL

ALL EXISTING EAVE PERIMETER TRIM, AND ASSOCIATIVE E.

A WATERTIGHT AND AIRTIGHT CONDITION.

ACCOCIATED COMPONENTS FOR REPLACEMENT WITH NEW, ALL FOR

WALL OCCURS AT RAKE, REMOVE EXISTING CLOSURE AND

WITH NEW, ALL FOR A WATERTIGHT CONDITION. WHERE EXISTING

ASSOCIATIVE COMPONENTS TO BE REMOVED FOR REPLACEMENT

ALL EXISTING (GABLE END) RAKE PERIMETER TRIM, AND D.

A WATERTIGHT AND AIRTIGHT CONDITION.

ASSOCIATED COMPONENTS FOR REPLACEMENT WITH NEW, ALL FOR

WATERTIGHT CONDITION. REMOVE EXISTING CLOSURE AND

BE REMOVED FOR REPLACEMENT WITH NEW FOR, ALL FOR

ENTIRE EXISTING RIDGE CAP, AND ASSOCIATIVE COMPONENTS, TO C.

REPLACEMENT WITH NEW, ALL FOR WATERTIGHT CONDITION.

SEALANT, GASKETS AND OR WASHERS REMOVED FOR

ALL EXISTING SAFETY ANCHORS TO REMAIN AND HAVE EXISTING B.

NEW WORK INDICATED AND ANNOTATED HERE.

ON WHETHER TO PROCEED WITH SELECT REPAIR AND OR SELECT

OF AND VERIFICATION OF AIR OR WATER LEAKAGE, FOR DIRECTION

REPRESENTATIVE FOR CONDITIONS WHERE THERE IS NO EVIDENCE

OR SELECT NEW WORK HERE. REPORT TO CONTRACTING OFFICER'S

INDICATED AND ANNOTATED DEMOLITION FOR SELECT REPAIR AND

AIR OR WATER LEAKAGE BEFORE PROCEEDING WITH THIS

FIRST TO BE INSPECTED FOR EVIDENCE OF AND VERIFICATION OF

REPAIR AND OR SELECT NEW WORK HERE (PITCHED ROOF ONLY) IS

ALL OF THE INDICATED AND ANNOTATED DEMOLITION FOR SELECT A.

1. PITCHED ROOF:

FORM

SADDLE ROOF

EXISTING

NOTE 3

SEE DEMO

TO AD102.

ROOF, REFER

LOW-SLOPED

EXISTING

ADJACENT

NOTE 1B, TYP.

REPAIRED AS PER DEMO

TO REMAIN AND BE

EXISTING SAFETY ANCHORS

CONDITION.

ALL FOR A WATERTIGHT

REPLACEMENT WITH NEW,

REMOVED FOR

EXISTING SEALANT

REMAIN AND HAVE

EXISTING VENTILATOR TO

DEMO NOTE 1C

REPLACEMENT AS PER

REMOVED FOR

EXISTING RIDGE CAP TO BE

NOTE 1D

AS PER DEMO

REPLACEMENT

FOR

BE REMOVED

RAKE TRIM TO

EXISTING

DEMO NOTE 1E, TYP.

REPLACEMENT AS PER

REMOVED FOR

EXISTING EAVE TRIM TO BE

(A P

P R

O X

E X

S L

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(A P

P R

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E X

S L

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REMAIN, TYP.

PANELS INDICATED, TO

EXISTING METAL ROOF

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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US Army Corps

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B M

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S R o o f R e p la c e m e n t P ro je c t

B u il d in g

AERIAL

18 19 20 21 22 23 24 25

(20'-0") (20'-0") (20'-0") (20'-0") (20'-9") (6'-9") (17'-7") (17'-7")

VENTILATOR

M J /J

R N

M J

M J /J

R N

P A

R T

R O

O F

D E

M O

P L

A N

H E

D M

E T

A L

R O

O F

AD104

100' 200'0A14

SCALE: 1:100

@ PITCHED METAL ROOF

PARTIAL ROOF DEMO PLAN

M A

T C

H L

S E

E D

W G

DEMO SHEET NOTES:

CONDITION.

NEW, ALL FRO A WATERTIGHT

FOR REPLACEMENT WITH

SEALANTS TO BE REMOVED

COMPONENTS INCLUDING

ALL ASSOCIATIVE

ALL EXISTING FLASHING, AND

STRUCTURE TO REMAIN, BUT

AND ASSOCIATIVE

EXISTING AERIAL ANTENNAE

(NOT USED)2.

REPRESENTATIVE AS SOON AS POSSIBLE.

REPORT ANY ROOF DAMAGE TO CONTRACTING OFFICER'S F.

AIRTIGHT CONDITION.

CLOSURE AT EXISTING WALL PANEL, ALL FOR A WATERTIGHT AND

FOR A WATERTIGHT CONDITION. REMOVE AND REPLACE EXISTING

COMPONENTS, TO BE REMOVED FOR REPLACEMENT WITH NEW, ALL

ALL EXISTING EAVE PERIMETER TRIM, AND ASSOCIATIVE E.

A WATERTIGHT AND AIRTIGHT CONDITION.

ACCOCIATED COMPONENTS FOR REPLACEMENT WITH NEW, ALL FOR

WALL OCCURS AT RAKE, REMOVE EXISTING CLOSURE AND

WITH NEW, ALL FOR A WATERTIGHT CONDITION. WHERE EXISTING

ASSOCIATIVE COMPONENTS TO BE REMOVED FOR REPLACEMENT

ALL EXISTING (GABLE END) RAKE PERIMETER TRIM, AND D.

A WATERTIGHT AND AIRTIGHT CONDITION.

ASSOCIATED COMPONENTS FOR REPLACEMENT WITH NEW, ALL FOR

WATERTIGHT CONDITION. REMOVE EXISTING CLOSURE AND

BE REMOVED FOR REPLACEMENT WITH NEW FOR, ALL FOR

ENTIRE EXISTING RIDGE CAP, AND ASSOCIATIVE COMPONENTS, TO C.

REPLACEMENT WITH NEW, ALL FOR WATERTIGHT CONDITION.

SEALANT, GASKETS AND OR WASHERS REMOVED FOR

ALL EXISTING SAFETY ANCHORS TO REMAIN AND HAVE EXISTING B.

NEW WORK INDICATED AND ANNOTATED HERE.

ON WHETHER TO PROCEED WITH SELECT REPAIR AND OR SELECT

OF AND VERIFICATION OF AIR OR WATER LEAKAGE, FOR DIRECTION

REPRESENTATIVE FOR CONDITIONS WHERE THERE IS NO EVIDENCE

OR SELECT NEW WORK HERE. REPORT TO CONTRACTING OFFICER'S

INDICATED AND ANNOTATED DEMOLITION FOR SELECT REPAIR AND

AIR OR WATER LEAKAGE BEFORE PROCEEDING WITH THIS

FIRST TO BE INSPECTED FOR EVIDENCE OF AND VERIFICATION OF

REPAIR AND OR SELECT NEW WORK HERE (PITCHED ROOF ONLY) IS

ALL OF THE INDICATED AND ANNOTATED DEMOLITION FOR SELECT A.

1. PITCHED ROOF:

DEMO NOTE 1C

REPLACEMENT AS PER

REMOVED FOR

EXISTING RIDGE CAP TO BE

NOTE 1B, TYP.

REPAIRED AS PER DEMO

TO REMAIN AND BE

EXISTING SAFETY ANCHORS

CONDITION

ALL FOR A WATERTIGHT

REPLACEMENT WITH NEW,

REMOVED FOR

COMPONENTS, TO BE

RIDGE, AND ASSOCIATIVE

EXISTING FLASHING TO

REPLACEMENT WITH NEW.

REMOVED FOR

COMPONENTS, TO BE

ACCOCIATIVE

EXISTING VENTILATOR, AND

NOTE 1D, TYP.

REPLACEMENT AS PER DEMO

REMOVED FOR

EXISTING RAKE TRIM TO BE

DEMO NOTE 1E, TYP.

REPLACEMENT AS PER

REMOVED FOR

EXISTING EAVE TRIM TO BE

(A P

P R

O X

E X

S L

O P

(A P

P R

O X

E X

S L

O P

REMAIN, TYP.

PANELS INDICATED, TO

(1 /4

(22'-0")

(1 /4

TO REMAIN

PITCHED ROOF BELOW

EXISTING

REMAIN

BELOW TO

PITCHED ROOF

EXISTING

REMAIN

BELOW TO

PITCHED ROOF

EXISTING

(TO REMAIN)

ROOF HATCH

EXISTING

REMAIN

(BELOW) TO

EXISTING RD

ANCHORS (TYP.)

EXISTING SAFETY

TO REMAIN

AND ASPIRATERS

GPS ANTENNAE

TYPICAL

HOOD

EXHAUST

EXISTING

SSPAR TOWER (LOW SLOPE)

TYP.

REMOVED AND REINSTALLED,

ATTACHED TIMBER, TO BE

GUARDRAIL SYSTEM, WITH

EXISTING ROOF EDGE

MATERIALS NOT INDICATED.

FOR DEMOLITION OF OTHER

REINSTALLATION, TYP. SEE NOTE 1B

TO BE REMOVED FOR

EXISTING ROOF PAVERS INDICATED,

REMOVED AND REINSTALLED.

AND ASSOCIATED BALLAST, TO BE

EXISTING POST WITH BASE PLATE

SEE DEMO NOTE 1C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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K E

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SHEET ID

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C T

S \T

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®of Engineers

US Army Corps

U .S

R M

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O R

P S

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E N

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B U

B M

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S R

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L A

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N T

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C T

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E A

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S R o o f R e p la c e m e n t P ro je c t

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M J /J

R N

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M J /J

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D E

M O

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A N

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L O

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P E

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AD105

100' 200'0B4

SCALE: 1:100

ROOF DEMO PLAN @ SSPAR TOWER (LOW SLOPE) ROOF

THE EXISTING HEMP SHIELDING.

BE NOTED THAT ANY WORK TO REPLACE THESE DRAINS MAY IMPACT

DIRECTION AND BEFORE PROCEEDING WITH WORK HERE. IT SHOULD

SHALL NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE FOR

FINDS THE CONDITIONS OF THESE DRAINS TO BE OTHERWISE, THEY

INSTALLATION OF THE NEW ROOF MEMBRANE. IF THE CONTRACTOR

FUNCTIONING AND PERFORMING TO REMAIN IN PLACE AND FOR THE

IT IS ASSUMED THAT ALL EXISTING ROOF DRAINS ARE PROPERLY 2.

CONDITION.

AS REQUIRED FOR A WATERTIGHT AND WIND RESISTANT

OTHER PENETRATION FLASHING FOR REPLACEMENT WITH NEW,

REMOVE ALL EXISTING ROOF EDGE TRIM, ROOF TO CURB AND C.

CONCRETE DECK.

(ASSUMED EPDM) DOWN TO UPPER-MOST SURFACE OF EXISTING

INCLUDING INSULATION, FILTER FABRIC, ROOF MEMBRANE

REMOVE ENTIRE EXISTING LOW-SLOPE ROOF ASSEMBLY, B.

(NOT USED)A.

LOW-SLOPED ROOF:1.

DEMO SHEET NOTES:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

SECURITY LINE

AERIAL ON WALL

CHIMNEY

PASSAGEWAY

LOW-SLOPE ROOF PITCHED ROOF

AERIAL

VENTILATOR

(14'-2")

(1 /4

(22'-0")

(1 /4

VENTILATOR

JRSC

FORM

ROOF

SADDLE

EXISTING

(LOW SLOPE)

SSPAR TOWER

L O

W -S

L O

P E

R O

O F

C H

E D

R O

O F

C H

E D

R O

O F

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

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B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

P R

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C T

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T \C

A D

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H U

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O R

D E

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H E

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I_ D

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/2 /2

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D J R

®of Engineers

US Army Corps

U .S

R M

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O R

P S

O F

E N

E E

R S

N E

W Y

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K h tt p

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B U

B M

E W

S R

O O

F R

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L A

C E

M E

N T

P R

O J E

C T

T H

U L

E A

G R

E E

N L

A N

C O

R R

E C

T E

D D

E S

G R

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N L

A N

T H

U L

E A

A S

B M

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S R o o f R e p la c e m e n t P ro je c t

B u il d in g

M J /J

R N

M J

M J /J

R N

O V

E R

A L

L R

O O

F P

L A

A-101

OVERALL ROOF PLAN

SCALE: 1:200

400'0 200' N

A-104

A14

A-103

A13

A-102

A17

A-105

1 2 3 4 5 6 7 8 9 10 11

(14'-2") (14'-2") 2")

(14'- (14'-2") (14'-2") (14'-2")(16'-0")(16'-6")(16'-6")(16'-0")(1'-9")

(20'-0")

SLOPE ROOF, TYP.

FOR TOTAL COVERAGE OF LOW

INSTALL NEW PAVERS TO MATCH

NEW TO MATCH AND PROVIDE AND

EXISTING DAMAGED PAVERS WITH

BEFORE REMOVAL. REPLACE

ORIENTATION TO MATCH EXISTING

INDICATED IN PATTERN AND

REINSTALL EXISTING ROOF PAVERS

WATERTIGHT E.J.

AS NECESSARY FOR A

ANY EXISTING MATERIALS,

REPAIR AND OR REPLACE

ASSOCIATED FLASHING.

REINSTALLED E.J. AND

F15

A-504 A1

A-504

K13

A-505

A-504

A-505

A-504

A15

A-504

A-505

K11

A-504

K17

A-504

A-505

A-504

A-505

ROOF, TYP.

TOTAL COVERAGE OF LOW-SLOPE

MATERIAL, ALL FIELD CUT FOR

OR WHERE THIS IS OTHER

WHERE NO PRECAST PAVERS EXIST

PRECAST PAVERS TO MATCH FOR

PROVIDE AND INSTALL NEW

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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B Y

C H

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K E

D B

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D E

N E

D B

C O

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N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

P R

O J E

C T

S \T

H U

L E

B \B

L D

M E

W S

O O

R E

P L

A C

E M

E N

T \C

A D

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D E

R \T

H U

L E

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O R

D E

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H E

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I_ D

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/2 /2

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D J R

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K h tt p

/w w w .n a n

.u s a c e .a rm y

.m il

B U

B M

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S R

O O

F R

E P

L A

C E

M E

N T

P R

O J E

C T

T H

U L

E A

G R

E E

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A N

C O

R R

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T E

D D

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G R

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N L

A N

T H

U L

E A

A S

B M

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S R o o f R e p la c e m e n t P ro je c t

B u il d in g

M J /J

R N

M J

M J /J

R N

P A

R T

R O

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P L

A N

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R O

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A-102 100' 200'0

M A

T C

H L

S E

E D

W G

-1

CONSTRUCTION SHEET NOTES:

MATERIALS.

ON THE SADDLE, AS WELL ANY WORK NEAR POSSIBLE HAZARDOUS

MEASURES FOR EXISTING POSSIBLE HAZARDOUS MATERIALS FOR AND

LOW ROOF, REFERRED TO AS A SADDLE, MUST TAKE SPECIFIED

TRANSITIONAL ROOF FORM BETWEEN PITCHED ROOF AND LOW SLOPE

ANY ASSOCIATIVE NEW ROOFING WORK ON OR NEAR THE EXISTING 2.

WORK FOR PROVIDING POSITIVE DRAINAGE TO ROOF DRAINS.

INSTALLATION OF NEW LOW SLOPE ROOF SYSTEM, INCLUDING ANY

1. PREPARE UPPER-MOST SURFACE OF CONCRETE DECK FOR

A17

SCALE: 1:100

@ LOWER (LOW SLOPE) ROOF

PARTIAL ROOF PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

P R

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C T

S \T

H U

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B \B

L D

M E

W S

O O

R E

P L

A C

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T \C

A D

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D E

R \T

H U

L E

E T

O R

D E

R S

H E

E T

N S

I_ D

.D W

/2 /2

E N

D J R

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K h tt p

/w w w .n a n

.u s a c e .a rm y

.m il

B U

B M

E W

S R

O O

F R

E P

L A

C E

M E

N T

P R

O J E

C T

T H

U L

E A

G R

E E

N L

A N

C O

R R

E C

T E

D D

E S

G R

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N L

A N

T H

U L

E A

A S

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S R o o f R e p la c e m e n t P ro je c t

B u il d in g

J12

A-501

A-502

E10

A-502

A15

VENTILATOR

12 13 1114 15 16 17

(20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0") (20'-0")

PASSAGEWAY BELOW

M J /J

R N

M J

M J /J

R N

P A

R T

R O

O F

P L

A N

H E

D M

E T

A L

R O

O F

A-103 100' 200'0A13

SCALE: 1:100

@ PITCHED METAL ROOF

PARTIAL ROOF PLAN

M A

T C

H L

S E

E D

W G

-1

M A

T C

H L

S E

E D

W G

-1

MATERIALS.

ON THE SADDLE, AS WELL ANY WORK NEAR POSSIBLE HAZARDOUS

MEASURES FOR EXISTING POSSIBLE HAZARDOUS MATERIALS FOR AND

LOW ROOF, REFERRED TO AS A SADDLE, MUST TAKE SPECIFIED

TRANSITIONAL ROOF FORM BETWEEN PITCHED ROOF AND LOW SLOPE

ANY ASSOCIATIVE CONSTRUCTION WORK ON OR NEAR THE EXISTING 3.

(NOT USED)2.

REPRESENTATIVE AS SOON AS POSSIBLE.

REPORT ANY ROOF DAMAGE TO CONTRACTING OFFICER'S F.

AIRTIGHT CONDITION.

CLOSURE AT EXISTING WALL PANELS, ALL FOR A WATERTIGHT AND

ALL FOR A WATERTIGHT CONDITION. NEW CONTINUOUS PROFILED

ALL NEW EAVE PERIMETER TRIM, AND ASSOCIATIVE COMPONENTS, E.

CLOSURE, ALL FOR A WATERTIGHT AND AIRTIGHT CONDITION.

PERIMETER TRIM AT WALL TO HAVE NEW CONTINUOUS PROFILED

COMPONENTS, ALL FOR A WATERTIGHT CONDITION. NEW RAKE

ALL NEW (GABLE END) RAKE PERIMETER TRIM, AND ASSOCIATIVE D.

CLOSURE, ALL FOR A WATERTIGHT AND AIRTIGHT CONDITION.

FOR WATERTIGHT CONDITION. NEW CONTINUOUS PROFILED

ENTIRE NEW RIDGE CAP, AND NEW ASSOCIATIVE COMPONENTS, ALL C.

REPLACEMENT WITH NEW, ALL FOR WATERTIGHT CONDITION.

SEALANT, GASKETS AND OR WASHERS REMOVED FOR

ALL EXISTING SAFETY ANCHORS TO REMAIN AND HAVE EXISTING B.

(NOT USED)A.

1. PITCHED ROOF:

CONSTRUCTION SHEET NOTES:

WATERTIGHT CONDITION.

SEALANT, ALL FOR A

BE REPAIRED WITH NEW

EXISTING VENTILATOR TO

TYP.

CONSTRUCTION NOTE 1B,

TO BE REPAIRED AS PER

EXISTING SAFETY ANCHORS

CONSTRUCTION NOTE 1C

NEW RIDGE CAP AS PER

1E, TYP.

PER CONSTRUCTION NOTE

NEW EAVE TRIM TO BE AS

ROOF, REFER TO A-102.

ADJACENT LOW-SLOPED

NOTE 3

SEE CONSTRUCTION

CONSTRUCTION NOTE

REPLACEMENT AS PER

NEW RAKE TRIM

(A P

P R

O X

E X

S L

O P

(A P

P R

O X

E X

S L

O P

PANELS INDICATED, TYP.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

P R

O J E

C T

S \T

H U

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B \B

L D

M E

W S

O O

R E

P L

A C

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T \C

A D

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D E

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L E

E T

O R

D E

R S

H E

E T

N S

I_ D

.D W

/2 /2

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D J R

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N E

W Y

O R

K h tt p

/w w w .n a n

.u s a c e .a rm y

.m il

B U

B M

E W

S R

O O

F R

E P

L A

C E

M E

N T

P R

O J E

C T

T H

U L

E A

G R

E E

N L

A N

C O

R R

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T E

D D

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G R

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N L

A N

T H

U L

E A

A S

B M

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S R o o f R e p la c e m e n t P ro je c t

B u il d in g

A-501

J12

A-501

A-502

A-501

A-502

A15

AERIAL

18 19 20 21 22 23 24 25

(20'-0") (20'-0") (20'-0") (20'-0") (20'-9") (6'-9") (17'-7") (17'-7")

VENTILATOR

M J /J

R N

M J

M J /J

R N

P A

R T

R O

O F

P L

A N

H E

D M

E T

A L

R O

O F

A-104 100' 200'0A14

SCALE: 1:100

@ PITCHED METAL ROOF

PARTIAL ROOF PLAN

M A

T C

H L

S E

E D

W G

-1

(NOT USED)2.

REPRESENTATIVE AS SOON AS POSSIBLE.

REPORT ANY ROOF DAMAGE TO CONTRACTING OFFICER'S F.

AIRTIGHT CONDITION.

CLOSURE AT EXISTING WALL PANELS, ALL FOR A WATERTIGHT AND

ALL FOR A WATERTIGHT CONDITION. NEW CONTINUOUS PROFILED

ALL NEW EAVE PERIMETER TRIM, AND ASSOCIATIVE COMPONENTS, E.

CLOSURE, ALL FOR A WATERTIGHT AND AIRTIGHT CONDITION.

PERIMETER TRIM AT WALL TO HAVE NEW CONTINUOUS PROFILED

COMPONENTS, ALL FOR A WATERTIGHT CONDITION. NEW RAKE

ALL NEW (GABLE END) RAKE PERIMETER TRIM, AND ASSOCIATIVE D.

CLOSURE, ALL FOR A WATERTIGHT AND AIRTIGHT CONDITION.

FOR WATERTIGHT CONDITION. NEW CONTINUOUS PROFILED

ENTIRE NEW RIDGE CAP, AND NEW ASSOCIATIVE COMPONENTS, ALL C.

REPLACEMENT WITH NEW, ALL FOR WATERTIGHT CONDITION.

SEALANT, GASKETS AND OR WASHERS REMOVED FOR

ALL EXISTING SAFETY ANCHORS TO REMAIN AND HAVE EXISTING B.

(NOT USED)A.

1. PITCHED ROOF:

CONSTRUCTION SHEET NOTES:1E, TYP.

PER CONSTRUCTION NOTE

NEW EAVE TRIM TO BE AS

CONSTRUCTION NOTE 1C

NEW RIDGE CAP AS PER

1D, TYP.

CONSTRUCTION NOTE

REPLACEMENT AS PER

NEW RAKE TRIM

CONDITION

ALL FOR A WATERTIGHT

REPLACEMENT WITH NEW,

REMOVED FOR

COMPONENTS, TO BE

RIDGE, AND ASSOCIATIVE

EXISTING FLASHING TO

REPLACEMENT WITH NEW.

REMOVED FOR

COMPONENTS, TO BE

ACCOCIATIVE

EXISTING VENTILATOR, AND

CONDITION.

NEW, ALL FRO A WATERTIGHT

FOR REPLACEMENT WITH

SEALANTS TO BE REMOVED

COMPONENTS INCLUDING

ALL ASSOCIATIVE

ALL EXISTING FLASHING, AND

STRUCTURE TO REMAIN, BUT

AND ASSOCIATIVE

EXISTING AERIAL ANTENNAE

NOTE 1B, TYP.

REPAIRED AS PER DEMO

TO REMAIN AND BE

EXISTING SAFETY ANCHORS

(A P

P R

O X

E X

S L

O P

(A P

P R

O X

E X

S L

O P

PANELS INDICATED, TYP.

(1 /4

(22'-0")

(1 /4

TO REMAIN

PITCHED ROOF BELOW

EXISTING

REMAIN

BELOW TO

PITCHED ROOF

EXISTING

REMAIN

BELOW TO

PITCHED ROOF

EXISTING

(TO REMAIN)

ROOF HATCH

EXISTING

REMAIN

(BELOW) TO

EXISTING RD

ANCHORS (TYP.)

EXISTING SAFETY

TO REMAIN

AND ASPIRATERS

GPS ANTENNAE

TYPICAL

HOOD

EXHAUST

EXISTING

SSPAR TOWER (LOW SLOPE)

SLOPE ROOF, TYP.

TOTAL COVERAGE OF LOW

PAVERS TO MATCH FOR

PROVIDE AND INSTALL NEW

WITH NEW TO MATCH AND

EXISTING DAMAGED PAVERS

REMOVAL. REPLACE

TO MATCH EXISTING BEFORE

PATTERN AND ORIENTATION

PAVERS INDICATED IN

REINSTALL EXISTING ROOF

REMOVAL.

SPACING BEFORE

CONFIGURATION AND

EXISTING IN

TIMBER, TO MATCH

SYSTEM, WITH ATTACHED

ROOF EDGE GUARDRAIL

REINSTALL EXISTING

A-5

AND ASSOCIATED BALLAST

WITH BASE PLATE

REINSTALL EXISTING POST

A-504

K13

A-505

A-504

K17

SIM

A -5 4F

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

US Army Corps

U .S

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B u il d in g

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A-105

100' 200'0B4

SCALE: 1:100

ROOF PLAN @ SSPAR TOWER (LOW SLOPE) ROOF

CONSTRUCTION SHEET NOTES:

THIS SADDLE FOR DEMOLITION OF OTHER ADJACENT MATERIALS.

MATERIALS. DO NOT DAMAGE EXISTING FLASHING IN CONTACT WITH

ON THE SADDLE, AS WELL ANY WORK NEAR POSSIBLE HAZARDOUS

MEASURES FOR EXISTING POSSIBLE HAZARDOUS MATERIALS FOR AND

LOW ROOF, REFERRED TO AS A SADDLE, MUST TAKE SPECIFIED

TRANSITIONAL ROOF FORM BETWEEN PITCHED ROOF AND LOW SLOPE

ANY ASSOCIATIVE NEW ROOFING WORK ON OR NEAR THE EXISTING 2.

WORK FOR PROVIDING POSITIVE DRAINAGE TO ROOF DRAINS.

INSTALLATION OF NEW LOW SLOPE ROOF SYSTEM, INCLUDING ANY

1. PREPARE UPPER-MOST SURFACE OF CONCRETE DECK FOR

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U .S

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A-501

SCALE: 1:10

SECTION DETAIL AT ARIEL ANTENNA STRUCTURAL PENETRATIONS NEAR RIDGE

J1 J12

SCALE: 1:10

TYPICAL SECTION DETAIL AT RIDGE

TYPICAL SECTION DETAIL AT EAVE

SCALE: 1:10

D1 D7

SCALE: 1:5

(ASSUMED) TYPICAL SECTION DETAIL OF EXISTING ROOF ASSEMBLY

SECT. DET. AT ARIEL ANTENNA STRUCT. PENETRATION

TYPICAL SECTION DETAIL AT RAKE EDGE ENLARGED TYPICAL SECTION DETAIL AT EAVE

SCALE: 1:2

A16

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US Army Corps

U .S

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B u il d in g

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A-502

SCALE: 1:10

SECTION DETAIL AT VENTILATOR

E10

SCALE: 1:10

SECTION DETAIL AT VENTILATOR

SCALE: 1:10

SECTION DETAIL AT SAFETY ANCHOR

SCALE: 1:10

A15A7

SCALE: 1:10

SECTION DETAIL AT SAFTEY ANCHOR

0 200 400mm

0 200 400mm 0 200 400mm 0 200 400mm

TERMINATION BAR

CONT. ST. STL.

CONT. LAP SEALANT

& MIN. 200 MM VERT. LEG

W/ MIN. 300 MM HORIZ. LEG

3 MM EPDM FORM FLASH

PANELS

EXIST. ROOF

PENETRATIONS, TYP.

SEAL ALL FASTENER

WIDTH OF FLASHING

REFER TO DET. F1 FOR

(REFER TO DET. A1)

WATERTIGHT SEAL)

(FOR AIRTIGHT AND

WATERTIGHT SEAL)

(FOR AIRTIGHT AND

NOTE: SEE DET F1 FOR SIMILAR INFORMATION

EXISTING

INSULATION, THICKNESS TO MATCH EXISTING

FLASHING

SUPPORTING THE

EXISTING BLOCKING

CONC. PAVERS (EXIST. REINSTALLED, OR NEW TO MATCH EXIST.

EXISTING IF NEW

TO MATCH

EXISTING IF NEW

TO MATCH

EXIST., WITH FACTORY FINISH

REINSTALLED, OR NEW TO MATCH

EXIST. ROOF EDGE FLASHING

WITH FACTORY FINISH

EDGE & FLASHING TO MATCH EXIST.,

EXIST. REINSTALLED, OR NEW ROOF MATCH EXISTING)

(THICKNESS TO

INSULATION

TO MATCH EXIST.

REINSTALLED, OR NEW

CONC. PAVERS (EXIST. CONDITION

MATCH EXIST., FOR AIRTIGHT

NEW RUBBER CLOSURE TO

EXISTING TO REMAIN

NEW FLASHING

WITH NEW ST. STL. SCREWS

MATCH EXISTING)

(THICKNESS TO

INSULATION

TO MATCH EXIST.

REINSTALLED, OR NEW

CONC. PAVERS (EXIST.

MATCH EXIST., WITH FACTORY FINISH

NEW ROOF EDGE & FLASHING TO

FLASHING, EXIST. REINSTALLED, OR

INSULATION, THICKNESS TO MATCH EXISTING

CONCRETE PAVERS (EXISTING REINSTALLED, OR NEW TO MATCH EXISTING

NEW

EXISTING IF

TO MATCH

ST. STL. EXP. JOINT FLASHING TO MATCH EXISTING

EXIST. EXP. JOINT FLASHING, REINSTALLED, OR NEW

ST. STL. SCREWS TO MATCH EXISTING)

SCREWS (EXISTING REINSTALLED, OR NEW

MEMBRANE

NEW 1mm ST. STL SHEET TO PROTECT ROOF

CONCRETE PAVERS

PROTECT ROOF MEMBRANE

NEW 1mm ST. STL SHEET TO

INSULATION

PLUMBING / PIPE

CONC. TILES (EXIST. REINSTALLED, OR NEW TO MATCH EXIST.

INSULATION, THICKNESS TO MATCH EXIST.

ROOF MEMBRANE

NEW 1mm ST. STL SHEET TO PROTECT

CONC. TILES (EXIST. REINSTALLED, OR NEW TO MATCH EXIST.

INSULATION, THICKNESS TO MATCH EXIST.

MATCH EXIST.)

OR NEW TO

REINSTALLED,

(EXIST.

CONC. PAVERS

INSULATION, THICKNESS TO MATCH EXIST.

ROOF MEMBRANE

SHEET TO PROTECT

NEW 1mm ST. STL

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M A

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File details come from the government source that posted it. Updated Apr 27, 2023.