FA875126Q0002 Attachment 4 - Area 4 - DRAWINGS_V2.pdf

PDF 10 MB Posted Mar 27, 2026

Attached to: Repair/Replace Roof, Areas 1/4, Phases I/II, Building 3
Solicitation number: FA875126Q0002
Issued by: Department of the Air Force Materiel Command Research Laboratory

About this file

Written by GovTribe AI · Mar 27, 2026

This document is a construction design package for a roof repair/replacement project at Building 3, Rome Research Site, located at the U.S. Air Force Research Laboratory (AFRL) Information Directorate in Rome, New York.

The project, designated ULDF 210204 with an issue date of July 30, 2025, involves the repair and replacement of the existing roof system in Research Laboratory Area 4, Building 3. The scope includes removal of the existing modified bitumen roofing system down to the existing vapor barrier and installation of a new fully adhered EPDM (ethylene propylene diene monomer) roof membrane system with 90 mil minimum thickness. The design calls for R-30 minimum insulation entirely above the roof deck to comply with IECC Climate Zone 6A requirements. The project requires asbestos abatement of approximately 1,560 square feet of black tar paper in roof perimeters and around penetrations, performed under 12 NYCRR Part 56 requirements. Key structural design parameters include a basic wind speed of 110 mph, exposure category C, and roof wind loads ranging from -17.8 PSF in the interior field zone to -55.8 PSF at corners. The design package includes comprehensive construction documents with demolition plans, roof plans, detailed sections, wind load mapping, equipment curb details, roof drain specifications, and roof edge conditions. Asbestos and PCB-containing caulk materials have been identified and documented for proper handling during construction. The contractor must conduct moisture testing of the existing concrete deck prior to new roofing installation and perform roof drain testing with the owner's representative present before work commencement.

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Other files

File	Type	Posted
Solicitation Amendment FA875126Q00020001 SF 30.pdf	PDF	Apr 6, 2026
FA875126Q0002 Attachment 10 - Asbestos Lead and PCB Caulk Survey - B3 Roof Areas 4-5-6.pdf	PDF	Mar 27, 2026
FA875126Q0002 Attachment 9 - Asbestos Lead and PCB Caulk Survey - UT5662CCE B3 Rev1.pdf	PDF	Mar 27, 2026
FA875126Q0002 Attachment 2 - Area 1 - DRAWINGS_V2.pdf	PDF	Mar 27, 2026
FA875126Q0002 Attachment 7 - Supplemental Requirements.pdf	PDF	Mar 13, 2026
FA875126Q0002 Attachment 6 - Air Force REA Past Performance.pdf	PDF	Mar 13, 2026
FA875126Q0002 Attachment 8 - Wage Determination NY20260014 (30Jan2026).pdf	PDF	Mar 13, 2026
FA875126Q0002 Attachment 4 - Area 4 - DRAWINGS.pdf	PDF	Mar 13, 2026
FA875126Q0002 Attachment 2 - Area 1 - DRAWINGS.pdf	PDF	Mar 13, 2026
Solicitation - FA875126Q0002.pdf	PDF	Mar 13, 2026
FA875126Q0002 Attachment 3 - Area 4 - Full Spec.pdf	PDF	Mar 13, 2026
FA875126Q0002 Attachment 5 - Price Schedule (12MAR2026).pdf	PDF	Mar 13, 2026
FA875126Q0002 Attachment 1 - Area 1 - Full Spec.pdf	PDF	Mar 13, 2026

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B U

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ROME RESEARCH SITE

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SHEET SIZE: 24" x 36"

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ROME,NY

REPAIR/REPLACE ROOF RESEARCH LABORATORY

AREA 4, BUILDING 3

FOR CONSTRUCTION

ROME RESEARCH SITE

CONTRACT NO.: ULDF 210204

ISSUE DATE: JULY 30TH, 2025

VOLUME 1

VICINITY MAP: PROJECT LOCATION LOCATION MAP: PROJECT SITE

PROJECT LOCATION

PROJECT SITE

DRAWING INDEX

NO. TITLE DRAWING NO.

GENERAL

G-000 COVER SHEET 1

G-100 GENERAL NOTES AND DESIGN DATA 2

ARCHITECTURE

AD-100 DEMOLITION PLAN

A-100 ROOF PLAN

A-500 ROOF DETAILS

A-501 ROOF DETAILS

S-100 ROOF WIND LOAD MAP

S-101 BUILDING 3 EXISTING ROOF FRAMING PLAN

AREA 4

S-500 PHOTOS - AREA 4

STRUCTURAL

A-502 PHOTOS

BLDG 3

AA-100 ASBESTOS ABATEMENT PLAN 6

Stairs

Brooks Road Brooks Road

O ti s

S tr e e t

Market Street

E le c tr o n ic

P a rk w a y

M o o d y S tr e e t

HSS8x8x1/4

HSS8x8x3/8

HSS8x8x1/4

HSS8x8x1/4HSS8x8x1/4

Catch Basin

B-3

B-2

B-1

B-21

ANTENNA

FARM

DUMPSTERS

TOWER

FENCE

GATE

FENCE

DUMPSTERS

DFAS

AFRL

P A

V E

M E

N T

P A

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M E

N T

P A

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M E

N T

P A

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M E

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M E

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P A

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M E

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M E

N T

P A

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PAVEMENT

53'

ROME

SEWER

82 PARKING

SPOTS

29 PARKING

SPOTS

68 PARKING

SPOTS

87 PARKING

SPOTS

111 PARKING

SPOTS

159 PARKING

SPOTS

Catch Basin

Brooks Road

O ti s

S tr e e t

ANTENNA

FARM

FENCE

DIRICCS30V20V19V18V17V16

CESTSTV6V7V8V9V10V11V12V13V14V15

V4V 5

MIN

PAVILION

B-110

Card

Reader

Card

Reader

KDKD

PAVEMENT

B-1

DFAS

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

ADHERED COVER BOARD

ADHERED TAPERED

INSULATION, THICKNESS

PER PLANS

EXISTING VAPOR

BARRIER TO REMAIN

EXISTING CONCRETE

PLANK DECK

NEW ADHERED

VAPOR BARRIER

PARTIAL KEY PLAN

NOT TO SCALE

ABBREVIATIONS

CODE COMPLIANCE DATA

STRUCTURAL DESIGN DATA

ROOF WIND LOADS - COMPONENTS & CLADDING

SYMBOL LEGEND

ROOF PLAN LEGEND

IEBC CHAPTER 7 - ALTERATION LEVEL 1:

- IEBC 706.2 EXISTING ROOF STRUCTURAL REVIEW - (5% RULE) A STRUCTURAL REVIEW OF THE EXISTING ROOF STRUCTURE IS EBC 707 ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE IECC.

- STRUCTURAL REVIEW WAS PREVIOUSLY COMPLETED BY A/E CONSULTANT, REFERENCE REPORT TITLED

"REPAIR ROOF BUILDING 3 CALCULATIONS" AND SHEET S-101.

IECC TABLE C301.1 ONEIDA COUNTY - CLIMATE ZONE 6A

IECC TABLE C402.1.3 INSULATION ENTIRELY ABOVE ROOF DECK -, R-30CI MIN.

IECC C402.2.1 ROOF ASSEMBLY - EXCEPTION 2

IBC 1503.5 CRICKETS AND SADDLES - CRICKETS AND SADDLES SHALL BE PROVIDED AT ANY ROOF PENETRATION

GREATER THAN 30” WIDE.

IBC 1504.1 WIND RESISTANCE - DECKS AND ROOF COVERINGS SHALL BE DESIGNED FOR WIND LOADS IN

ACCORDANCE WITH CHAPTER 16 AND SECTIONS 1504.2, 1504.3, AND 1504.4

IBC 1504.5 EDGE SECUREMENT - ANSI / SPRI : ES-1, WIND SPEED V SHALL BE DETERMINED FROM FIGURES 1609.3(1)

THROUGH 1609.3(8) AS APPLICABLE.

IBC 1504.7 IMPACT RESISTANCE - ASTM D3746, ASTM D4272, FM 4470

IBC 1505.2 CLASS A

IBC 1604.5 RISK CATEGORY II - OCCUPANCY - BUSINESS

IBC 1609.3(1) BASIC WIND DESIGN - WIND SPEED V = 105MPH TO 110MPH (USE 110 MPH)

IBC 1609.4.2 SURFACE ROUGHNESS - C

TYP: TYPICAL

UNO: UNLESS NOTED OTHERWISE

PRT: PRESSURE TREATED

NIC: NOT IN CONTRACT

SIM: SIMILAR

MECH: MECHANICAL

VIF: VERIFY IN FIELD

MIN: MINIMUM

CONT: CONTINUOUS

WIND LOAD

SNOW LOAD

CONSTRUCTION LOADING 20 PSF IBC 1603.2

BUILDING CATEGORY II ASCE 7-16

BASIC WIND SPEED

EXPOSURE CATEGORY

HEIGHT ADJUSTMENT FACTOR

IBC 1609.3110 MPH

1.15 ASCE 7-05

C ASCE 7-05

1.35 ASCE 7-05

Ce 1.0 ASCE 7-05

ASCE 7-051.1

1.0 ASCE 7-05

23.1 PSF ASCE 7-05

N/A ASCE 7-05

Pg 60 IBC 1608.2

SPECIFICATION NOTES:

UFC 1-200-01 DOD BUILDING CODE:

- CHAPTER 15 ROOF ASSEMBLIES - USE IBC CHAPTER 15 EXCEPT AS MODIFIED BY UFC 3-110-03 AND UFC 3-600-01

- CHAPTER 16 STRUCTURAL DESIGN - USE IBC CHAPTER 16 EXCEPT AS MODIFIED BY UFC 3-301-01 AND UFC 3-301-02

UFC 3-110-03:

- 1-8.2 WIND RESISTANCE RATING - THE DESIGNER OF RECORD SHALL DETERMINE WIND UPLIFT PRESSURES AND DIMENSIONS OF THE CORNERS, PERIMETER AND FIELD OF THE ROOF IN ACCORDANCE WITH ASCE 7. DELINEATE CALCULATED VALUES IN THE DOCUMENTS. UTILIZE INDEPENDENTLY TESTED AND RATED ROOF SYSTEMS SUCH AS FACTORY MUTUAL (FM), UNDERWRITERS LABORATORY (UL), AND SINGLE PLY ROOFING INDUSTRY (SPRI)

- 1-8.5 AIR AND VAPOR BARRIER - COORDINATE WITH UFC 3-101-01 ARCHITECTURE FOR DESIGN CRITERIA FOR

THE BUILDING ENVELOPE - AND FOR THE AIR AND VAPOR BARRIER

- 1-8.11 DESIGN PROFESSIONAL QUALIFICATIONS - > 15,000 SF REQUIRES A REGISTERED ROOF CONSULTANT (RRC), OR A REGISTERED PROFESSIONAL ENGINEER (PE), OR A REGISTERED PROFESSIONAL ARCHITECT (RA)

- 1-8.12 WARRANTY REQUIREMENTS - WARRANTY SHALL MEET THE FOLLOWING REQUIREMENTS:

· HAS “NO DOLLAR LIMIT”

· COVERS FULL SYSTEM WATER -TIGHTNESS

· IS FROM THE SINGLE SOURCE MANUFACTURER

· HAS MINIMUM DURATION OF 30 YEARS

- 2-3.5 HAIL - PROVIDE COVER BOARD BELOW FULLY ADHERED MEMBRANE.

- 2-8.2.2 STRUCTURAL CONCRETE DECKS - PRIOR TO INSTALLING ROOF SYSTEM CONDUCT ASTM D4263

MOISTURE TEST.

- 2-8.3 THERMOSET EPDM MEMBRANE - MINIMUM SHEET THICKNESS SHALL BE 90 MIL

B1 B2 B3

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2024 INTERNATIONAL EXISTING BUILDING CODE

PROJECT TYPE:

SECTION 503 ALTERATION - LEVEL 1 SCOPE:

503.1 SCOPE:

LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF

EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS,

ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE.

2024 INTERNATIONAL ENERGY CONSERVATION CODE:

CLIMATE: CLIMATE ZONE 6A

NEW YORK COUNTY: ONEIDA

EXISTING R-VALUE: R-20ci

EXISTING ROOF CONSTRUCTION:

BUILDING 3: EXISTING BUILT-UP ROOFING MEMBRANE, PLUS OR MINUS 3" RIGID

INSULATION AND VAPOR BARRIER OVER EXISTING CONCRETE PLANK ROOF DECK.

MINIMUM REQUIREMENTS R-VALUE CLIMATE ZONE 6A:

INSULATION ENTIRELY ABOVE ROOF DECK: R-30ci

PROVIDED ROOF CONSTRUCTION: SEE TYPICAL ROOF SYSTEM DETAIL 1 ON SHEET G-100.

TYPICAL ROOF SYSTEM DETAIL

SCALE: 1" = 1'-0"G100

REFER TO SHEET S-100 FOR DRAWING DEPICTING LOADS:

GUST EFFECT FACTOR

ROOF CORNERS ZONE 4

ROOF EDGE ZONE 3

ROOF INTERIOR EDGE ZONE 2

ROOF INTERIOR FIELD ZONE 1

ROOF DRAIN

VENT / PIPE PENETRATION

EXISTING PENETRATION TO REMOVE

MECHANICAL VENT ON CURB TO REMAIN

PIPE VENT THRU ROOF

ROOF DRAIN

EXISTING

MECHANICAL VENT

ENLARGED PLAN OR DETAIL

DRAWING & SHEET LOCATION

PHOTO LOCATION

VTR

(E)

MECH

REMOVAL NOTE

REVISION NUMBER

A000

AREA 4

0.85

- 55.8 PSF

- 40.9 PSF

- 31.0 PSF

- 17.8 PSF

ASCE 7-16, CHAPTER. 30

GENERAL NOTES

1. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN STRICT ACCORDANCE WITH THE SAFETY REQUIREMENTS

IMPOSED BY THE OWNER AND OSHA. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM

THE OWNER'S PROPERTY AND DISCARD ACCORDING TO LOCAL REGULATIONS.

2. UPON INVESTIGATION OF UNDERSIDE OF ROOF AREAS, WHERE CONTRACTOR DEEMS TEMPORARY SHORING WILL BE REQUIRED, DRAWINGS SHALL BE PREPARED AND STAMPED BY A LICENSED ENGINEER PRIOR TO BEING SUBMITTED

FOR APPROVAL.

3. EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY REMOVED AND RE-INSTALLED (INCLUDING NECESSARY MODIFICATIONS) BY THE CONTRACTOR AFTER COMPLETION OF NEW WORK.

4. DIMENSIONS PERTAINING TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ANY

FABRICATION, CONSTRUCTION, OR ERECTION.

5. ALL DETAILS, SECTIONS, AND NOTES PROVIDED ON DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE, UNLESS SPECIFICALLY NOTED OTHERWISE. FOR ANY DETAILS AND DIMENSIONS NOT PROVIDED, REFER TO ARCHITECTURAL DRAWINGS. ALL DIMENSIONS AND ELEVATIONS SHOWN ON

STRUCTURAL DRAWINGS WERE INTENDED TO CONFORM WITH THE INFORMATION PROVIDED ON

ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO C.O.R FOR

RESOLUTION BEFORE PROCEEDING WITH ANY ADDITIONAL WORK.

6. REFER TO THE PROJECT SPECIFICATIONS FOR SHOP DRAWINGS AND SUBMITTAL REQUIREMENTS.

7. SHOP DRAWINGS AND SUBMITTALS PREPARED BY SUPPLIERS AND/OR SUBCONTRACTORS SHALL BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION. ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS BY THE CONTRACTOR. THE SCOPE OF THE REVIEW WILL BE LIMITED TO CHECKING CONTRACTOR'S GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS AND DESIGN CONCEPT. NO SHOP WORK IS PERMITTED TO COMMENCE UNTIL THE RETURN OF THE APPROVED SHOP

DRAWINGS.

8. USE THE PROJECT SPECIFICATIONS IN CONJUNCTION WITH THE DRAWINGS TO DETERMINE THE COMPLETE PROJECT REQUIREMENTS. ANY DISCREPANCIES OR CONFLICTS FOUND BETWEEN THE PROJECT SPECIFICATIONS AND THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE C.O.R. IMMEDIATELY. THE STRICTEST PROVISION SHALL

GOVERN UNLESS THE C.O.R. DETERMINES OTHERWISE.

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AREA 5

AREA 5A

AREA 6

AREA 4

AREA 7

AREA 2 AREA 1

AREA 3

AREA 3A

AREA 9

AREA 8

15.0' 15.0'

37.5'

15.0' 15.0'

15.0'

15.0' 15.0'

DENOTES LOCATIONS SHOWN ON THE MAP THAT ARE NOT IN THIS ANALYSIS.

WIND LOAD = N/A.

ROOF WIND LOAD NOTES:

DENOTES LOAD ZONE 2 AS LOCATIONS ON THE MAP WITH A WIND LOAD OF -31.0 PSF.

ZONE 2 TYPICAL 15' WIDE.

ZONE 2 AT AREA 5A DIMENSION IS 14.2'.

ZONE 2 ADJACENT TO AREA 7: PER FIGURE 30.3-3 DIMENSION IS 37.5'.

DENOTES LOAD ZONE 3 AS LOCATIONS ON THE MAP WITH A WIND LOAD OF -40.9 PSF.

ZONE 3 TYPICAL 15' WIDE.

ZONE 3 AT AREA 5A DIMENSION IS 9'.

ZONE 3 ADJACENT TO AREA 7: PER FIGURE 30.3-3 DIMENSION IS 37.5'.

15.0'

TYPICAL ZONE 4 (CORNER) DIMENSIONS

AT MAIN BUILDING CORNERS

5.0'

DENOTES LOAD ZONE 1 AS LOCATIONS ON THE MAP WITH A WIND LOAD OF -17.8 PSF.

DARK GRAY HATCH WITH LABEL:

CORNER REGION SEE DIAGRAMS FOR MAIN BUILDING.

DENOTES LOAD ZONE 4 AS LOCATIONS ON THE MAP WITH A WIND LOAD OF -55.8 PSF.

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3/32" = 1'0"S-100

A BUILDING 3 ROOF WIND LOAD

BLDG 3

NOTE:

INFORMATION INDICATED HERE-IN PROVIDED BY N.K. BHANDARI ARHCITECTURE AND

ENGINEERING, P.C. IN A REPORT DATED MARCH 2ND, 2023.

VAV-4VAV-3

VAV-2

VAV-1

VAV-8

VAV-9

2\" 2\"

HWR

P70126 P70126

P70126 P69864

P69864

R I T

I S

R I S

R I S M

R I S C

R I S

R I T

R I T B

R I E E

Suite E6

Suite E5

Suite F5

Suite G

Suite F6

Suite G

HWR

HWS

CHWR

CHWS

HWR

HWS

C H

W R

C H

W S H W

S H

W R

HWS

HWR

H W

R H

W S

H W

R H

W S

HWR

HWSHWS

24x18

32x18

8x10 x1 x1

12x10

8x10

16x15 16x12

14x10 x;10x10 x;10x10

18x18 x;1 0x

VAV-1

VAV-2

VAV-4

VAV-5

x;20x8

10x10

24x24 SA

DIFFUSER

8"~ NECK

160 CFM

24x24 SA

DIFFUSER

8"~ NECK

230 CFM

VAV-3

60x4 RA

GRILLE

8"~ NECK

185 CFM

(TYP. FOR 3)

72x4 SA

DIFFUSER

8"~ NECK

185 CFM

(TYP. FOR 6)

60x4 RA GRILLE

8"~ NECK

185 CFM

(TYP. FOR 3)

24x24 SA

DIFFUSER

8"~ NECK

150 CFM

57x20 DN TO RAISED

FLOOR PLENUM

57x20 DN TO RAISED

FLOOR PLENUM

14"~

14"~14"~ x;20x8

12"~

10"~

24x24 RA

GRILLE

10"~ NECK

375 CFM

(TYP. FOR 2)

24x24 SA

DIFFUSER

8"~ NECK

230 CFM

(TYP. FOR 6)

24x24 SA

DIFFUSER

10"~ NECK

460 CFM

24x24 SA

DIFFUSER

8"~ NECK

250 CFM

(TYP. FOR 2)

24x24 SA

DIFFUSER

8"~ NECK

150 CFM

24x24 SA

DIFFUSER

8"~ NECK

150 CFM

24x24 SA

DIFFUSER

8"~ NECK

375 CFM

(TYP. FOR 3)

24x24 RA

GRILLE

10"~ NECK

375 CFM

(TYP. FOR 2)

24x24 SA

DIFFUSER

10"~ NECK

440 CFM

24x24 RA

GRILLE

18x18 NECK

770 CFM

(TYP. FOR 2)

10"~ UP THRU ROOF

TO GOOSENECK

10"~ 10"~

MAKE UP AIR FAN, F-B-3 (2000)

10"~ DN

12x12 18x12 TAG

(TYP. FOR 7)

12"~10"~

60x4 RA GRILLE

8"~ NECK

185 CFM

(TYP. FOR 3)

14x14 22x16 x1 x1 x1 x1 x1

14x14

12x10 x1 x1 x1 x1 x1 x1

2\"

VAV-5

VAV-7

VAV-6

1|"

1\"

MPC

MPS

1|" 25'-0" AFF

3" 25'-0" AFF

MPC

MPS

1|" 25'-0" AFF

2\" 25'-0" AFF

MPS

MPC

MPS

MPC

1\"

MPCMPC

1\"

TO/FROM AHU-5B

(REFER TO SHEET C5)

MPS

CHWR

CHWS

MPC

C H

W R

C H

W S

PS M

TO/FROM AHU-4C

(REFER TO SHEET B5)

CHWR

CHWS

1\" 3" 3"

HPS

MPC

2\"

3\"

H W

S H

W R

HWS

HWR

H W

S H

W R

C H

W R

C H

W S

MPC

1|" 25'-0" AFF

MPC

1|" 25'-0" AFF

MPS

2\" 25'-0" AFF

MPS

2\" 25'-0" AFF

PC M

3" ABANDONED

ABANDONED

HWR

HWS

HWR

HWS

1" (ABANDONED)

1" (ABANDONED) 1" (ABANDONED)

TO/FROM HE-1

(REFER TO SHEET B5)

FROM CRS

(REFER TO SHEET B5)

LEIBERT

TO/FROM AHU-3C

(REFER TO

SHEET B6)

DRIP

F5C

G 5F01

G 5F02

G 5F03

G 5F04

G 5F05

G 5F06

G 5F07

E6A01

E6A03

E6A05

E6A07 E6A08

E6A06

E6A04

E6A02

D 6D

F6J01 F6J02

F6J03

F6J04 F6J05

F6J06 F6J07

E5i01

E5i02 E5i04

E5i06

E5i03 E5i05

D 6D

F6H

R I S C

R R C

N C

1053D

1052A

1048A

10371036

1046C

1046B

1046A

1002A

1006B 1006A

M A

O R

22152213

22092203

549sf sf

3sf

9sf

95sf

4sf

43sf sf

75sf

75sf sf 97sf sf

547sf sf sf

77sf sf sf

593sf

75sf

5sf

4sf sf sf

005sf

8sf

87sf97sf

37sf78sf

94sf

534sf

7sf sf sf sf

9sf

33sf

97sf sf

7sf

7sf sf

5sf sf

7sf sf sf

7sf

453sf 57sf

75sf sf sf sf sf 9sf

5sf sf sf sf sf

3sf sf

F3-D

F3-M

Exit

G 4-B

G 6-A

E6-B

D 5-J

D 5-B

D 5-C

D 5-D

D 4-C

E5-A

F5-A

F5-D

F5-B

F5-C

G 4-A

F4-B

F4-C F4-JanF4-D

F4-A

G 5-A

G 5-B

G 5-C

G 5-D

G 5-E

G 5-F

G 5-G

G 5-H

G 4-C

Vending

C ounterC ounter

C ounter

Table Table

Table

E6-A

D 4-C

F4-A1

F6-L

F6-J F6-K

E5-B

E5-C

E5-D

E5-E

E5-H E5-G

E5-I

E5-F

D 5-H

D 5-G

D 5-I

E6-B4

E6-BE6-B1

E6-B2

E5-A1

E5-C

E5-B1

G 5-E1

G 5-D

G 5-A1

D 5-K

D 5-L

AREA 4

MAIN FRAME

0 8' 16' 24'

EXIST CATWALK, VIF.

ROOF DECK OPNG, VIF.

S-500

LOCATION LEGEND NOTES:

DENOTES LOCATIONS SHOWN ON THE PLAN WHERE UNDERSIDE OF

EXIST CONC PLANK HAS REBAR SHOWN AND SLAB DETERIORATION.

DENOTES LOCATIONS SHOWN ON THE PLAN WHERE UNDERSIDE OF EXIST CONC

PLANK HAS SURFACE DISCOLORING WITH NO DETERIORATION.

DENOTES LOCATIONS SHOWN ON THE PLAN WHERE UNDERSIDE OF EXIST CONC

PLANK THAT IS CRACKED AND HAS SURFACE DISCOLORING.

NOTES:

THIS DRAWING PROVIDE INFORMATION FROM FIELD SURVEY, REFER TO ACCOMPANYING REPORT.

CONTRACTOR SHALL INSPECT AREA OF ROOF REPAIR PRIOR TO COMMENCING WORK.

THE AREA ABOVE THESE REGIONS SHALL NOT BE USED FOR ROOFING MATERIAL STORAGE. IT IS

RECOMMENDED THAT STOCKPILES OF ROOFING MATERIAL BE KEPT TO A MINIMUM LOAD AND

GENERALLY LOCATED ABOVE THE BUILDING COLUMNS.

B U

R E

P A

E P

E R

O O

F R

E S

E A

R C

H L

A B

O R

R Y

A R

E A

, B

E X

N G

R O

O F

G P

R O

O F

A R

E A

S-101

N O

F R

M M

/D D

/Y Y

C . N

O R

R G

W . M

ROME RESEARCH SITE

U .S

F O

R C

E R

R C

H L

O R

E, IN

A N

D O

N S

N G

G , P

R O

G R

N G

O N

, R

O M

E, N

SHEET SIZE: 24" x 36"

T M

D R

D B

C H

D B

K D

N O

F R

3/32" = 1'0"S-101

A BUILDING 3 EXISTING ROOF FRAMING PLAN AREA 4

BLDG 3

NOTE:

ENGINEERING, P.C. IN A REPORT DATED NOVEMBER 11TH, 2024.

R E

P A

E P

E R

O O

F R

E S

E A

R C

H L

A B

O R

R Y

A R

E A

, B

U N

D E

R S

O F

R O

O F

D E

C K

P H

S R

O O

F A

R E

S-500

N O

F R

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

F O

R C

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R C

H L

O R

E, IN

A N

D O

N S

N G

G , P

R O

G R

N G

O N

, R

O M

E, N

SHEET SIZE: 24" x 36"

T M

D R

D B

C H

D B

K D

N O

F R

BLDG 3

AREA 4 PHOTO

SCALE: N.T.S.S-500

1 AREA 4 PHOTO

SCALE: N.T.S.S-500

2 AREA 4 PHOTO

SCALE: N.T.S.S-500

AREA 4 PHOTO

SCALE: N.T.S.S-500

4 AREA 4 PHOTO

SCALE: N.T.S.S-500

5 AREA 4 PHOTO

SCALE: N.T.S.S-500

NOTE:

ENGINEERING, P.C. IN A REPORT DATED NOVEMBER 11TH, 2024.

XG0050

XG0011

XG0051

W8x48

AREA 1AREA 2

AREA 3AREA 4

AA-100

N O

F R

M M

/D D

/Y Y

ROME RESEARCH SITE

U .S

F O

R C

E R

R C

H L

O R

E, IN

A N

D O

N S

N G

G , P

R O

G R

N G

O N

, R

O M

E, N

SHEET SIZE: 24" x 36"

T M

D R

D B

C H

D B

K D

N O

F R

TABLE HM-01A: ACM ABATEMENT SCHEDULE

KEYED

NOTE ID DESCRIPTION OF ACM LOCATION ESTIMATED QUANTITY ABATEMENT CONDITIONS

01-A BLACK TAR PAPER (SECOND

LAYER)

ROOF AREA 1 (PERIMETER

AND PENETRATION

FLASHING)

1,560 SQUARE FEET

PERFORM ABATEMENT OF ASBESTOS-CONTAINING ROOFING MATERIALS PER 12 NYCRR PART 56 REQUIREMENTS. REMOVE ROOF MATERIALS OVERLYING AND UNDERLYING THE ACM UNDER ASBESTOS ABATEMENT CONDITIONS, AS NECESSARY TO ACCESS AND

FULLY REMOVE THE ACM. THE SCOPE OF ROOF REPLACEMENT WILL BE LIMITED TO REMOVAL OF MATERIALS DOWN TO THE EXISTING VAPOR BARRIER THAT IS ADHERED TO THE CONCRETE DECK. DO NOT REMOVE OR DISTURB THESE MATERIALS. IF RESIDUAL ACM

REMAINS AND CANNOT BE REMOVED WITHOUT DISTURBANCE TO THE CONCRETE DECK/VAPOR BARRIER, THE WORK AREA WILL BE VISUALLY INSPECTED TO CONFIRM SATISFACTORY REMOVAL AND NO DEBRIS REMAINS PRIOR TO CLEARANCE AND INSTALLATION OF

NEW MATERIALS. ANY PENETRATIONS THROUGH AREAS WITH RESIDUAL ACM THAT ARE REQUIRED FOR NEW INSTALLATIONS MUST BE

PERFORMED UNDER ABATEMENT CONDITIONS.

TABLE HM-02: IDENTIFIED CAULK/GLAZING MATERIALS WITH TOTAL PCB DETECTED AT LESS THAN 50 PPM DESCRIPTION OF PCB- CONTAINING CAULK/GLAZING LOCATION ANALYTICAL RESULT FOR PREVIOUSLY COLLECTED SAMPLE (TOTAL PCB-PPM)

WHITE FLASHING CAULK

ROOF 1, ROOF 2, AND ROOF 3

(TERMINATION BARS AND LIGHTNING RODS) 0.401

BLACK SEAM SEALANT

ROOF 2 (SEAMS), ROOF 1, AND ROOF 3

(VENTS AND SEAMS) 0.273

GENERAL ABATEMENT FLOOR PLAN NOTES

1. ASBESTOS SURVEY REPORT HAS BEEN PREPARED FOR BUILDING 3. A COPY OF THE

REPORTS IS INCLUDED IN THE CONTRACT DOCUMENTS.

2. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL RULES, REGULATIONS, AND GUIDELINES, VARIANCES, AND THE PROJECT

DOCUMENTS.

3. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE APPROXIMATE.

INFORMATION PROVIDED ON DRAWINGS IS FOR REFERENCE ONLY.

4. COORDINATE ALL ABATEMENT AND REMOVALS WITH SCHEDULED DEMOLITION. PERFORM

ABATEMENT WORK PRIOR TO DEMOLITION OR ANY OTHER WORK ACTIVITIES THAT MAY

DISTURB HAZARDOUS MATERIALS.

5. PERFORM ALL DEMOLITION REQUIRED TO ACCESS AND ABATE MATERIALS SCHEDULED

FOR REMOVAL.

6. PERFORM WORK WITHOUT DAMAGE TO OR CONTAMINATION OF ADJACENT AREAS.

WHERE SUCH AREAS ARE DAMAGED, PROVIDE FOR RESTORATION TO ORIGINAL

CONDITION. WHERE SUCH AREAS ARE CONTAMINATED, PROVIDE CONTAINMENT AND

CLEAN UP.

7. PERFORM WORK IN SUCH A MANNER AS TO MINIMIZE THE RISK OF EXPOSURE TO

PERSONNEL, TO PREVENT EXPOSURE TO OCCUPANTS, AND TO MINIMIZE THE RISK OF

RELEASE OF HAZARDOUS MATERIALS TO THE ENVIRONMENT.

8. MAINTAIN THE WORK AREA(S) IN A CLEAN AND SAFE CONDITION, AND ENSURE THAT

UNCERTIFIED PERSONNEL OR UNAUTHORIZED VISITORS DO NOT ENTER ACTIVE WORK

AREAS AT ANY TIME.

9. COORDINATE THE LOCATION OF ANY SITE STORAGE OF MATERIAL, EQUIPMENT, AND

WASTE TRAILER/DUMPSTER WITH THE CONTRACTING OFFICER OR COR.

GENERAL ASBESTOS ABATEMENT NOTES

1. REFERENCE SECTION 028200 OF THE PROJECT SPECIFICATIONS FOR REQUIREMENTS

PERTAINING TO THE ABATEMENT OF ACM.

2. THE PROVISIONS OF ANY SITE-SPECIFIC VARIANCE OBTAINED BY THE CONTRACTOR

MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION.

3. IDENTIFIED MATERIALS WITH TRACE ASBESTOS (I.E., LESS THAN 1% ASBESTOS BY

WEIGHT) DO NOT REQUIRE ABATEMENT PER 12 NYCRR PART 56 REQUIREMENTS, BUT

MUST BE MANAGED PURSUANT TO OSHA 29 CFR 1926.1101. PERFORM WORK ACTIVITIES

AFFECTING MATERIALS WITH TRACE ASBESTOS IN ACCORDANCE WITH APPLICABLE

REQUIREMENTS OF OSHA 29 CFR 1926.1101. REFERENCE TABLE HM-01B OF THIS SHEET

FOR A SUMMARY OF IDENTIFIED MATERIALS WITH TRACE ASBESTOS.

GENERAL PCB-CONTAINING CAULK AWARENESS NOTES

1. LABORATORY ANALYSIS RESULTS FOR SAMPLED CAULK MATERIALS DID NOT IDENTIFY

CONCENTRATIONS OF PCB EXCEEDING 50 PPM, AND AS SUCH, THESE MATERIALS ARE

NOT CLASSIFIED AS HAZARDOUS WASTE. TABLE HM-02 DESCRIBES CAULK MATERIALS

DETERMINED TO CONTAIN PCB AT LESS THAN 50 PPM. IMPLEMENT SAFE WORK

PRACTICES AND APPLICABLE PRECAUTIONS DURING HANDLING OF MATERIALS WITH PCB

TO LIMIT WORKER EXPOSURE.

GENERAL LEAD HANDLING AND DISPOSAL NOTES

1. PERFORM WORK ACTIVITIES DISTURBING KNOWN OR PRESUMED LEAD-CONTAINING

PAINT PURSUANT TO OSHA CONSTRUCTION STANDARD (29 CFR 1926) CRITERIA.

REFERENCE THE HAZARDOUS MATERIALS SURVEY REPORTS FOR MATERIALS THAT HAVE

BEEN PREVIOUSLY TESTED FOR LEAD.

2. TEST AND DISPOSE OF WASTE STREAMS WITH PRESUMED LEAD-CONTAINING PAINT IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS AND

REQUIREMENTS.

ABBREVIATIONS

ACM ASBESTOS-CONTAINING MATERIALS

CFR CODE OF FEDERAL REGULATIONS

COR CONTRACTING OFFICER'S REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PCB POLYCHLORINATED BIPHENYLS

PPM PARTS PER MILLION

NORTH

01-A

ABATEMENT PLAN - KEYED NOTES - SHEET HM101

01-A REMOVE AND DISPOSE OF ASBESTOS-CONTAINING BLACK TAR PAPER. REFERENCE

ABATEMENT CONDITIONS IN TABLE HM-01A FOR FURTHER DESCRIPTION.

TABLE HM-01B: IDENTIFIED MATERIALS WITH TRACE ASBESTOS

DESCRIPTION OF MATERIAL LOCATION

BLACK FLASHING TAR ROOF AREA 3 (PERIMETER AND PENETRATION FLASHING)

ROOF ABATEMENT PLAN

SCALE: 1/32" = 1'-0"AA-100

R D

F (N

B U

R E

P A

E P

E R

O O

F R

E S

E A

R C

H L

A B

O R

R Y

A R

E A

, B

A S

B E

S A

B A

E N

T P

R O

O F

A R

E A

F O

R C

E R

R C

H L

O R

-H O

, R O

M E, N Y

BLDG 3

NOTE:

ENGINEERING, P.C. IN A PACKAGE DATED SEPTEMBER 5TH, 2025.

Stairs

Brooks Road Brooks Road

O ti s

S tr e e t

Market Street

E le c tr o n ic

P a rk w a y

M o o d y S tr e e t

HSS8x8x1/4

HSS8x8x1/4HSS8x8x3/8

HSS8x8x1/4

HSS8x8x1/4HSS8x8x1/4

Catch Basin

B-3

B-2

B-1

B-21

ANTENNA

FARM

DUMPSTERS

GUARD

SHACK

EXISTING

ENTRANCE/EXIT

TOWER

FENCE

GATE

FENCE

DUMPSTERS

DFAS

AFRL

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

PAVEMENT

53'

ROME

SEWER

Chanute Street

82 PARKING

SPOTS

29 PARKING

SPOTS

68 PARKING

SPOTS

87 PARKING

SPOTS

111 PARKING

SPOTS

159 PARKING

SPOTS

Catch Basin

Brooks Road

O ti s

S tr e e t

O ti s S tr e e t

ANTENNA

FARM

FENCE

DIRICCS30V20V 19V 18V 17V16

CESTSTV6V7V 8V9V10V11V 12V13V14V15

V 4V5

MIN

PAVILION

B-110

S T

O P

STOP

Card

Reader

Card Reader

KDKD

PAVEMENT

B-1

DFAS

ROME RESEARCH SITE

U .S

F O

R C

E R

R C

H L

O R

E, IN

A N

D O

N S

N G

G , P

R O

G R

N G

O N

, R

O M

E, N

T M

D R

D B

C H

D B

K D

N O

F R

B U

R E

P A

E P

E R

O O

F R

E S

E A

R C

H L

A B

O R

R Y

A R

E A

, B

D E

M O

O N

N R

O O

F A

R E

AD-100

F O

R C

E R

R C

H L

O R

-H O

, R O

M E, N Y

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F R

M M

/D D

/Y Y

BLDG 3

C R

O N

O F

N M

M /D

D /Y

Y D

N O

F R

M M

/D D

/Y Y

C R

O N

O F

N M

M /D

D /Y

Y D

N O

F R

M M

/D D

/Y Y

C R

O N

O F

N M

M /D

D /Y

Y D

N O

F R

M M

/D D

/Y Y

C R

O N

O F

N M

M /D

D /Y

Y D

N O

F R

M M

/D D

/Y Y

C R

O N

O F

N M

M /D

D /Y

KEY PLAN

AREA 4 DEMOLITION PLAN

SCALE: 1/16" = 1'-0"

ROOF LEGEND

GENERAL NOTES

DEMOLITION NOTES

1. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS AND/OR

ASBESTOS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB, NOTIFY COR

AND ENGINEER IMMEDIATELY UPON DISCOVERY.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL

AND DISPOSAL OF CONSTRUCTION DEBRIS, WASTE AND MATERIAL

CONTRACTOR TO SUBMIT LOGISTICS PLAN FOR EQUIPMENT AND MATERIAL

ON THE ROOF TO PROTECT DECK AND OTHER ROOF AREAS TO REMAIN.

COURT YARD AT THE WEST OF BUILDING 3 IS NOT TO BE USED. STAGING

TO BE ON THE NORTH EAST END OF THE BUILDING.

3. THE CONTRACTOR SHALL AT ALL TIMES, KEEP ALL EXISTING EXITS FREE

AND CLEAR OF DEBRIS.

4. THE CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN

AND REPAIR ALL DAMAGES PROMPTLY TO ORIGINAL CONDITION.

5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO THE START OF WORK. REPORT ANY

DISCREPANCIES OR DISCOVERIES TO THE ENGINEER IMMEDIATELY.

6. THE CONTRACTOR SHALL PERFORM ROOF DRAIN TESTING PRIOR TO

COMMENCEMENT OF ROOFING REMOVAL, WITH THE OWNER'S

REPRESENTATIVE PRESENT, AT EACH DRAIN WITHIN THE PROJECT AREA.

REFER TO SPECIFICATION SECTIONS 07 01 50 AND 07 53 23.

7. PONDING WATER - THERE SHALL BE NO STANDING WATER ON THE ROOF 48

HOURS AFTER A RAIN STORM, DURING AMBIENT DRYING CONDITIONS.

8. PROVIDE QUALIFIED ELECTRICAL AND HVAC PERSONNEL FOR WORK

INVOLVING MECHANICAL AND ELECTRICAL DISCONNECTION AND

RECONNECTION. PERFORM REQUISITE LOCK OUT/TAG OUT PROCEDURES.

9. CONTRACTOR SHALL REMOVE ALL EXISTING MISC. DEBRIS FROM ROOF

ALONG WITH REMOVAL.

NOT TO SCALE

1. REMOVE EXISTING MODIFIED BITUMEN ROOFING SYSTEM IN ITS ENTIRETY

DOWN TO THE EXISTING VAPOR BARRIER, INCLUDING FELT PLIES,

ASPHALT, ROOF AREA DIVIDERS, FLASHING, INSULATION, EXISTING WOOD

BLOCKING AND METAL COPING AND FLASHING. THE EXISTING ROOF

INSULATION IS KNOWN TO HAVE BEEN WET. PROVIDE INDEPENDENT

TESTING FOR MOISTURE CONTENT OF THE EXISTING ROOF DECK. OBTAIN

DIRECTION FROM THE COR FOR ANY DECK REPAIR REQUIRED BEFORE

INSTALLATION OF NEW EPDM ROOFING SYSTEM.

2. REMOVE EXISTING ROOF AREA DIVIDERS DOWN TO THE DECK.

3. LIFT AND RESET MECHANICAL EQUIPMENT FROM CURBING. REMOVE

EXISTING MECHANICAL CURB DOWN TO THE DECK TYP WHERE WOOD

BLOCKING IS DETERIORATED. REFER TO CURB DETAIL 1 ON SHEET A-500.

4. REMOVE EXISTING ROOF PENETRATION AND PATCH ROOF IN THIS AREA AS

PER DETAIL A ON SHEET A-501. SEE PHOTO 3 ON SHEET A-502.

5. EXISTING MECHANICAL VENT HOOD EXTENDING OVER ROOF AREA TO

REMAIN. SEE PHOTO 4 ON SHEET A-502.

6. REMOVE EXISTING CURBING DOWN TO THE DECK TYP. PATCH ROOF IN

THIS AREA AS PER DETAIL B ON SHEET A-501.

PIPE VENT THRU ROOF

ROOF DRAIN

EXISTING

MECHANICAL VENT

ENLARGED PLAN OR DETAIL

DRAWING & SHEET LOCATION

PHOTO LOCATION

VTR

(E)

MECH

ASBESTOS ABATEMENT NOTES

ASBESTOS INVESTIGATIONS HAVE BEEN CONDUCTED PRIOR TO DESIGN OF

THIS PROJECT. FOLLOW HBM ABATEMENT DESIGN PLAN ON SHEET AA-100.

NOTE: REFER TO SAMPLING PERFORMED AND INCLUDED IN THE SPECIFICATION.

(E)

VTR

(E)

VTR

(E)

VTR

(E)

AD100

MECH

(E)

MECH

(E)

MECH

(E)

MECH

(E)

MECH

(E)

MECH

(E)

MECH

(E)

REMOVAL NOTE

REVISION NUMBER

VTR

(E)

MECH

(E)

AREA 2

(NOT IN CONTRACT)

AREA 8

(NOT IN CONTRACT)

AREA 3

(NOT IN CONTRACT)

AREA 7 (HIGH BAY)

(NOT IN CONTRACT)

AREA 5

(NOT IN CONTRACT)

A-500

ROOF AREA 4

SCALE: 1/16" = 1'-0"

8' 16'0 32'

A-500

A-501

A000

AREA 1

(NOT IN CONTRACT)

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

HYD

AutoCAD SHX Text

SMH

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

LOADING DOCK

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RAMP

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

HYD

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HYD

AutoCAD SHX Text

HYD

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HYD

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

WALK

AutoCAD SHX Text

HYD

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HYD

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RAMP

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FAN

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WELL

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AutoCAD SHX Text

WELL

AutoCAD SHX Text

WELL

AutoCAD SHX Text

HYD

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text ramp

AutoCAD SHX Text Chappie James Blvd.

AutoCAD SHX Text ramp

AutoCAD SHX Text

SLOPE 1:12 H.C. RAMP

AutoCAD SHX Text

SLOPE 1:12 H.C. RAMP

AutoCAD SHX Text

HYD

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HYD

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AutoCAD SHX Text x

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STOP

Stairs

Brooks Road Brooks Road

O ti s

S tr e e t

Market Street

E le c tr o n ic

P a rk w a y

M o o d y S tr e e t

HSS8x8x1/4

HSS8x8x1/4HSS8x8x3/8

HSS8x8x1/4

Catch Basin

B-3

B-2

B-1

B-21

ANTENNA

FARM

DUMPSTERS

GUARD

SHACK

EXISTING

ENTRANCE/EXIT

TOWER

FENCE

GATE

FENCE

DUMPSTERS

DFAS

AFRL

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

PAVEMENT

53'

ROME

SEWER

Chanute Street

82 PARKING

SPOTS

29 PARKING

SPOTS

68 PARKING

SPOTS

87 PARKING

SPOTS

111 PARKING

SPOTS

159 PARKING

SPOTS

Catch Basin

Brooks Road

O ti s

S tr e e t

O ti s S tr e e t

ANTENNA

FARM

FENCE

DIRICCS30V20V19V18V17V 16

CESTSTV 6V 7V8V 9V 10V11V12V13V14V15

V4V5

MIN

PAVILION

B-110

S T

O P

STOP

Card Reader

KDKD

PAVEMENT

B-1

DFAS

B C x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x D E F x x xx x xCDE x x

HG H G FIIBCDEG F

C D E F HG I

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A AA AB

B K

B B B

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4.5

5.0

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5.5

6.0

6.5

7.0

4.00 INCH

7.5

8.0

8.5

9.5 0 10

.00

FLA

4.5

6.00 INCH

0.5 y

2.5 z

2.00 INCH

4.5 0 6.5

B U

R E

P A

E P

E R

O O

F R

E S

E A

R C

H L

A B

O R

R Y

A R

E A

, B

R O

O F

N R

O O

F A

R E

A-100

F O

R C

E R

R C

H L

O R

-H O

, R O

M E, N Y

N O

F R

M M

/D D

/Y Y

BLDG 3

C R

O N

O F

N M

M /D

D /Y

Y D

N O

F R

M M

/D D

/Y Y

C R

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D /Y

Y D

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D /Y

KEY PLAN

ROOF LEGEND

GENERAL NOTES

KEYED NOTES

1. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS AND/OR

ASBESTOS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB, NOTIFY COR

AND ENGINEER IMMEDIATELY UPON DISCOVERY.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL

AND DISPOSAL OF CONSTRUCTION DEBRIS, WASTE AND MATERIAL.

3. THE CONTRACTOR SHALL AT ALL TIMES, KEEP ALL EXISTING EXITS FREE

AND CLEAR OF DEBRIS.

4. THE CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN

AND REPAIR ALL DAMAGES PROMPTLY TO ORIGINAL CONDITION.

5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO THE START OF WORK. REPORT ANY

DISCREPANCIES OR DISCOVERIES TO THE ENGINEER IMMEDIATELY.

6. THE CONTRACTOR SHALL PERFORM MOISTURE TESTING OF THE EXISTING

DECK SURFACE PRIOR TO INSTALL OF NEW ROOFING MATERIALS, WITH

THE OWNER'S REPRESENTATIVE PRESENT. REFER TO SPECIFICATION

SECTIONS 07 01 50 AND 07 53 23.

7. PONDING WATER - THERE SHALL BE NO STANDING WATER ON THE ROOF 48

HOURS AFTER A RAIN STORM, DURING AMBIENT DRYING CONDITIONS.

8. PROVIDE QUALIFIED ELECTRICAL AND HVAC PERSONNEL FOR WORK

INVOLVING MECHANICAL AND ELECTRICAL DISCONNECTION AND

RECONNECTION. PERFORM REQUISITE LOCK OUT/TAG OUT PROCEDURES.

9. CONTRACTOR SHALL REMOVE ALL EXISTING DEBRIS FROM ROOF PRIOR TO

REMOVAL.

NOT TO SCALE

1. EXTEND EXISTING VENT THRU ROOF WITH CAST IRON PIPING AT EXISTING

VENT PENETRATION. CONNECT TO EXISTING VENT PIPING WITH FURNCO.

VTR TO EXTEND 18" ABOVE ROOF SYSTEM. SIMILAR TO DETAIL 3 ON SHEET

A-500.

2. INSTALL FLAT BASIN AS SHOWN FOR THIS SPECIFIC EXISTING ROOF DRAIN

AS IT IS NOT IN PARALLEL WITH THE SURROUNDING ROOF DRAINS.

3. PROVIDE RETROFIT DRAIN INSERT AND BONNET AT EXISTING ROOF DRAIN

LOCATION. REFER TO DETAIL 3 ON SHEET A-501.

4. LIFT AND RESET EXISTING EQUIPMENT AND ASSOCIATED WIRING/PIPING

PER DETAIL 1 ON SHEET A-500. EXISTING EQUIPMENT SHALL BE

RECONNECTED TO ELECTRICAL, FIRE ALARM OR ANY OTHER SYSTEM AS

REQUIRED FOR OPERATION.

5. EXISTING MECHANICAL VENT HOOD EXTENDING FROM AREA 8 (NOT IN

CONTRACT) OVER THIS AREA DEPICTED. FINISH ROOF SYSTEM AT EDGE AS

PER DETAIL 1 ON SHEET A-501. REMOVE AND RESET DUCTWORK AS

REQUIRED TO FACILITATE WORK.

ROME RESEARCH SITE

U .S

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G , P

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N G

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T M

D R

D B

C H

D B

K D

N O

F R

AREA 4 ROOF PLAN

SCALE: 1/16" = 1'-0"

3 2

A-100

AREA 2

(NOT IN CONTRACT)

AREA 8

(NOT IN CONTRACT)

AREA 3

(NOT IN CONTRACT)

AREA 7

(NOT IN CONTRACT)AREA 5

(NOT IN CONTRACT)

ROOF AREA 4

H P

SCALE: 1/16" = 1'-0"

8' 16'0 32'

PIPE VENT THRU ROOF

ROOF DRAIN

EXISTING

MECHANICAL VENT

ENLARGED PLAN OR DETAIL

DRAWING & SHEET LOCATION

PHOTO LOCATION

VTR

(E)

MECH

REMOVAL NOTE

REVISION NUMBER

A-500

A-501

A-500

A000

A-500

WALKWAY TREAD

PADS TYP.

AREA 1

(NOT IN CONTRACT)

WALKWAY PAD

H P

A-501 A

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HYD

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SMH

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LOADING DOCK

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RAMP

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LOADING DOCK

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HYD

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HYD

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HYD

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HYD

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HYD

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HYD

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RAMP

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WALK

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HYD

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HYD

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HYD

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RAMP

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FAN

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HYD

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HYD

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HYD

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HYD

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HYD

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HYD

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WELL

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WELL

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WELL

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WELL

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HYD

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RAMP

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LOADING DOCK

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HYD

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HYD

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CONC. WALK

AutoCAD SHX Text ramp

AutoCAD SHX Text Chappie James Blvd.

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SLOPE 1:12 H.C. RAMP

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SLOPE 1:12 H.C. RAMP

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HYD

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HYD

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HYD

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STOP

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STOP

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STOP

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STOP

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TYPICAL 1/8"/1' TAPERED ASSEMBLY

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NTS

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TYPICAL 1/2"/1' CRICKET ASSEMBLY

NTS

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

PRT WOOD BLOCK

AS REQUIRED TO

RAISE CURB HEIGHT

EXISTING CONCRETE OR

WOOD VENTILATOR CURB

EXISTING CONCRETE

PLANK ROOF DECK

REINSTALL VENTILATOR TYP.

8" MIN.

2" TO 4"

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

(10" ± THICK - REFER TO

PLANS FOR THICKNESS)

EXISTING CONCRETE

PLANK ROOF DECK TYP.

EXISTING CONCRETE

CURBING TYP.

PROVIDE PRT WOOD

BLOCKING AS REQUIRED

TO RAISE CURB HEIGHT

FOAM EXPANSION JOINT INSERT EPDM

VERIFY

IN-FIELD

EXISTING CONCRETE

CURBING TYP.

8" MIN.

EXISTING ADJACENT ROOF

TO REMAIN

EXISTING CONCRETE

PLANK ROOF DECK

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

PRT WOOD BLOCKING

FOAM BACKER ROD

TERMINATION BAR AND

FASTENER TO WALL

COUNTER

FLASHING

EXIST. CONC PLANK

ROOF DECK

FLASHING OR BOOT

PENETRATION

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

" M

. A

R O

O F

ROME RESEARCH SITE

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C H

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K D

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B U

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P A

E P

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O O

F R

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E A

R C

H L

A B

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R Y

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E X

N G

D E

S R

O O

F A

R E

A-500

F O

R C

E R

R C

H L

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-H O

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N O

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BLDG 3

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Y D

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D /Y

Y D

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Y D

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C R

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D /Y

Y D

N O

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C R

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N M

M /D

D /Y

EQUIPMENT CURB TYP.

SCALE: 3" = 1'-0"A-500

1 WIDE CURB EXPANSION JOINT TYP.

SCALE: 3" = 1'-0"A-500

ROOF EXPANSION JOINT COVER CURB TO WALL TYP.

SCALE: 3" = 1'-0"A-500

PLUMBING VENT TYP.

SCALE: 3" = 1'-0"A-500

8" MIN.

EXISTING CONCRETE

PLANK ROOF DECK

PRT 2 X 6 WOOD NAILERS

SECURE TO DECK 24" O.C. MIN.

.050" ALUM. FASCIA TYP.

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

REFER TO PLANS FOR

INSULATION THICKNESS (10" ±)

RETROFIT REPLACEMENT

ROOF DRAIN

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

EXISTING CONCRETE PLANK

ROOF DECK

MIN. ROOF INSULATION THICKNESS

4.5" AT DRAINS TYP.

ADHERED VAPOR RETARDER

ADHERED TAPERED INSULATION

THICKNESS AS PER PLANS

ADHERED COVER BOARD

ADHERED 90 MIL

EPDM MEMBRANE

EXISTING CONCRETE

PLANK ROOF DECK

EXISTING VAPOR

BARRIER TO REMAIN

NEW ISO

5 12" ISO

2" COVER

EXISTING WOOD BLOCKING

WOOD BLOCKING,

PRESSURE TREATED

AS REQUIRED

5 12" ISO

2" COVER BOARD

90 MIL EPDM ROOFING MEMBRANE

NEW EPDM ROOF

NEW ISO

EXISTING CONCRETE ROOF CURB

EXISTING CONCRETE PLANK DECK

BOARD

2"x2x"x 14" GALV. ANGLE (TYPICAL)

1 12" 18 GA. GALV. DECKING

ADHERED VAPOR BARRIER

8" GYPSUM COVER BOARD WITH FIBER GLASS FACERS, DENS-DECK

BY JOHNS-MANVILLE OR APPROVE EQUAL

NEW ISO

TAPERED & FLAT POLY-ISO

INSULATION, MATCH ADJACENT

ADHERED VAPOR BARRIER

2" COVER BOARD AND 90-MIL EPDM TO

MATCH ADJACENT

4" 18 GA. STEEL PLATE

6" LARGER THAN OPENING ON ALL SIDES

EXISTING CONCRETE

PLANK DECK

BED IN SEALANT

ROME RESEARCH SITE

U .S

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O O

F R

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E A

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H L

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R Y

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D E

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O O

F A

R E

A-501

F O

R C

E R

R C

H L

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-H O

, R O

M E, N Y

N O

F R

M M

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BLDG 3

C R

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N M

M /D

D /Y

Y D

N O

F R

M M

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C R

O N

O F

N M

M /D

D /Y

Y D

N O

F R

M M

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C R

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O F

N M

M /D

D /Y

Y D

N O

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C R

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N M

M /D

D /Y

Y D

N O

F R

M M

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/Y Y

C R

O N

O F

N M

M /D

D /Y

TYPICAL ADHERED EPDM ROOF SYSTEM

SCALE: 3" = 1'-0"A-501

2ROOF EDGE TYP.

SCALE: 3" = 1'-0"A-501

1 ROOF DRAIN TYP.

SCALE: 3" = 1'-0"A-501

ROOF FLASHING AT…

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File details come from the government source that posted it. Updated Mar 27, 2026.