Attachment 2 - Drawings.pdf

PDF 10 MB Posted Aug 19, 2025

Attached to: Repair/Replace Roof, Building 3 Federal contract opportunity
Solicitation number: FA875125B0005
Issued by: Department of the Air Force Materiel Command Research Laboratory

About this file

Written by GovTribe AI · Aug 19, 2025

This document is a set of construction design drawings for a roof repair and replacement project at the U.S. Air Force Research Laboratory's Rome Research Site. The project involves repairing and replacing the roof for Area 1 of Building 3, located at 26 Electronic Parkway in Rome, NY. The contract number is ULDF 210201, with an issue date of July 30th, 2025. The project scope includes removing the existing modified bitumen roofing system, installing a new fully adhered EPDM roof system, resetting mechanical equipment, extending plumbing vents, and performing retrofit drain replacements. The design documents specify detailed technical requirements, including wind load calculations, insulation specifications, and various roof system details such as equipment curbs, expansion joints, and roof edges. The project will require careful removal of existing roofing materials, potential asbestos abatement, and installation of a new roofing system that meets specific energy conservation and building code requirements.

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B U

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ROME RESEARCH SITE

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ROME,NY

REPAIR/REPLACE ROOF RESEARCH LABORATORY

AREA 1, BUILDING 3

FOR CONSTRUCTION

ROME RESEARCH SITE

CONTRACT NO.: ULDF 210201

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-001 COVER SHEET 1

G-100 GENERAL NOTES AND DESIGN DATA 2

ARCHITECTURE

AD-100 DEMOLITION PLAN 7

A-100 ROOF PLAN 8

A-500 ROOF DETAILS 9

S-100 ROOF WIND LOAD MAP 3

S-101 BUILDING 3 EXISTING ROOF FRAMING PLAN

AREA 1

S-500 PHOTOS - AREA 1 5

STRUCTURAL

A-501 PHOTOS 10

K . P

BLDG 3

AA-100 ASBESTOS ABATEMENT PLAN 6

G-001

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

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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

ANTENNA

FARM

FENCE

DIRICCS30V20V 19V18V 17V 16

CESTSTV 6V7V8V9V 10V11V12V 13V 14V15

V 4V5

MIN

PAVILION

B-110

S T

O P

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

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

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"G-100

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

0.85

- 55.8 PSF

- 40.9 PSF

- 31.0 PSF

- 17.8 PSF

ASCE 7-16, CHAPTER. 30

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

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

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 THE 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.

AREA 1

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WELL

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CONC. WALK

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SLOPE 1:12 H.C. RAMP

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XG0030

AREA 5

AREA 5A

AREA 6

AREA 4

AREA 7

AREA 2 AREA 1

AREA 3

AREA 3A

AREA 9

AREA 8

±211'-0"

±792'-8

±672'-8"

±486'-7

±306'-2

15.0' 15.0'

37.5'

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.

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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BLDG 3NO SCALES-100

A BUILDING 3 ROOF WIND LOAD

NOTE:

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

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

R I E M

R I E

R I Z

R I E A

R I E D

R I E A

R I E D

R I E B

Suite B

Suite A

Suite B

Suite C

Suite A

Suite D

N A D G B C K S

NADGBCKS

66FW

66SADWB66A

66FW

66A

66SADWB66A

66DAD

66A

66SADWB66A

66FW

66A

66SADWB66A

66A

66SADWB66A

66FW

66SADWB66A

66FW

66SADWB66A

66FW

66SADWB66A

66FW

66SADWB66A

66FW

TPM6636

TPM6648TPM6636

T P M

TPM6636

T P M

TPM6636

TPM6648TPM6636

T P M

TPM6636

TPM6648TPM6636

TPM6636

T P M

TPM6636

TPM6648TPM6636

T P M

TPM6636

TPM6648TPM6636

TPM6636

TPM6648TPM6636

T P M

TPM6636

TPM6648TPM6636

T P M

TPM6636

TPM6648TPM6636

T P M

TPM6636

T P M

TPM6648TPM6636

T P M

TPM6648TPM6636

T P M

TPM6636

T P M

66/36

66/4866/36

66/36

66/4866/36

66/36 66 /3

66/36

66/4866/36

66/36

66/4866/36

66/36

66/4866/36

66/36

66/4866/36

66/36

66/4866/36

66/36

66/4866/36

66/36

66/4866/36

66/36

(16'-0" AFF)

ADJ

(16'-0" AFF)

22x8

22x12 x1

24x24 RA

GRILLE

1,315 CFM

48x28 48x2448x25 40x24 x2

30x2628x24

48x24 48x20

36x2044x22 x2 x2 x2

40x24 35x24

34x20 x4 x2

24x16

58x40 x4

66x44 x4 x4

MAN BARS

(TYPICAL)

x2 x3 x2

22x14

22x8

24x24 RA GRILLE

535 CFM

24x24 RA GRILLE

950 CFM

(TYP. FOR 2)

24x24 RA GRILLE

1,315 CFM

22x18 22x16

24x24 RA

GRILLE

10x10 NECK

200 CFM

(TYP. FOR 4)

24x24 RA GRILLE 8x8 NECK

325 CFM

22x12

46x44

36x20 x1

10x10

24x24 RA GRILLE

670 CFM

(TYP. FOR 2)

22x10 22x6 x6 x6 x2 x2 x2

FOR SUPPLY AIR DUCTWORK

REFER T0 SHEET A3

FOR SUPPLY AIR DUCTWORK

REFER T0 SHEET A3

58x40

46x44

24x24 RA GRILLE 10x10 NECK

325 CFM

x8 x8

2\" (16'-0" AFF)

1\" 20'-0" AFF

MPC

MPS

3" (20'-0" AFF)

MPS

MPC

1\" (18'-0" AFF)

MPS LPS

2\" (16'-0" AFF)

ABANDONED

MPC

UH (1970,

20'-0" AFF)

UH (1970,

20'-0" AFF)

MPC

LPS

(16'-0" AFF)

CHWR

CHWS CHWS

CHWR

CHWS

CHWR

C H

W S

C H

W R

(16'-0" AFF)

(18'-0" AFF)

UH (1970,

20'-0" AFF)

UH (1970,

20'-0" AFF)

3" (16'-0"

AFF)

3" (16'-0"

AFF)

(16'-0" AFF)

2\"

(16'-0" AFF)

(FOR CONTINUATION,

REFER TO SHEET A8)

(FOR CONTINUATION,

REFER TO SHEET A8)

VAV

4"2\"

6" CHWS/CHWR

(FOR CONTINUATION,

REFER TO SHEET A9)

D 8A01

D 8A02

D 8A04

D 8A03

D 8A06

D 8A07

D 8A08

D 8A09

D 8A10

D 8A11

D 8A12

D 8A15

D 8A14

D 8A17

D 8A16

D 8A19

D 8A18

D 8A20

D 8A21

D 8A24

A7A01

A7A02

A7A04

A7A09

B8A01

B8A03 B8A02

B8A05

B8A06 B8A07

B8A09 B8A08

B8A10 B8A11

B8A13 B8A12

B8A15 B8A14

B8A16 B8A17

B8A25

B8A24

B8A23

B8A19

B8A18

B8A20

B8A21

B8A22

C 8A01

C 8A02

C 8A05

C 8A06

C 8A08

C 8A07

C 8A09

C 8A10

C 8A12

C 8A11

C 8A14

C 8A13

C 8A15

C 8A16 C

8A17

C 8A18

C 8A19

C 8A21

C 8A20

C 8A22

C 6B01

A7A03

A7A07

A7A06

A7A08

A7A05

B8A04

C 8A04

C 8A03

B6A01 B6A02

B6A03 B6A04

B6A07 B6A06

B6A05

B6A08 B6A09

B6A10

B6A15 B6A14

B6A13

B6A16 B6A17

B6A18

B6A21 B6A20

B6A19

B6A12

B6A11

3E-9F 3E-1M

3E-8F

3E-7R

32A

33A

31A

30A

65B 65A

28A

54A

54C

54B

90A

88B

88A

64A 64B

68B

68A 68C

C O

R R

M E

C H

A N

L R

O O

C O

R R

C 5 C6-16

763sf

693sf

97sf

7sf

474sf

5436sf

44sf

397sf

59sf

6sf

4sf

76sf

6sf

9sf sf sf

65sf

697sf sf

44sf

7sf

83sf

6sf

76sf

745sf

80sf

45sf

357sf

3sf

4sf

496sf

499sf sf9sf

9sf sf

46sf

5sf

76sf

33sf

6sf

35sf

7sf sf

Exit

A7-A

A8-A

B8-A

C 8-A

A8-B

A8-C

A8-D

A8-E A8-I

A8-F

A8-G

A8-H

B8-B

C 8-B

C 8-C

C 8-D

C 8-Jan

C 8-E

B6-B

D 8-B

D 8-A

(Mezzanine above C6-R)

C 6-A

C 6-B

C 6-C

C 6-D

C 6-M

C 6-N

C 6-O

C 6-P

C 6-Q

C 6-S

C 6-T

C 6-U

C 6-V

C 6-W

A8-J D

8-B1C6-Corr

A8-J

AREA 1

MAIN FRAME

J T

0 8' 16' 24'

NO ISSUES WERE

OBSERVED AT THIS AREA.

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 EXIST CONC PLANK HAS

COVERED OPNG.

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

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G P

R O

O F

A R

E A

S-101

D E

S C

N O

F R

E V

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M /D

D /Y

K . P

ROME RESEARCH SITE

U .S

O R

C E

R E

S E

A R

C H

L A

B O

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M A

N D

R A

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G R

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A N

D O

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N G

E R

, P R

O G

R A

M M

N G

E R

P A

R K

W A

Y , R

O M

E , N

SHEET SIZE: 24" x 36"

P R

C T

M A

N A

G E

D E

N E

D B

D R

E D

B Y

C H

E C

K E

D B

D A

U B

H E

M A

R K

D E

S C

N O

F R

E V

N D

NO SCALES-101

A BUILDING 3 EXISTING ROOF FRAMING PLAN AREA 1

K . P

BLDG 3

NOTE:

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

R E

P A

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R Y

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C K

P H

S R

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F A

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S-500

D E

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N O

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M /D

D /Y

ROME RESEARCH SITE

U .S

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P A

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W A

Y , R

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E , N

SHEET SIZE: 24" x 36"

P R

C T

M A

N A

G E

D E

N E

D B

D R

E D

B Y

C H

E C

K E

D B

D A

U B

H E

M A

R K

D E

S C

N O

F R

E V

N D

BLDG 3

K . P

AREA 1 PHOTO

SCALE: N.T.S.S-500

1 AREA 1 PHOTO

SCALE: N.T.S.S-500

2 AREA 1 PHOTO

SCALE: N.T.S.S-500

NOTE:

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

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

ANTENNA

FARM

FENCE

DIRICCS30V 20V 19V18V 17V16

CESTSTV 6V7V 8V 9V10V 11V 12V 13V14V15

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

O R

C E

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S E

A R

C H

L A

B O

R A

M A

N D

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R A

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P R

C T

M A

N A

G E

D E

N E

D B

D R

E D

B Y

C H

E C

K E

D B

D A

U B

H E

M A

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D E

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F R

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B U

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P A

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D E

M O

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F A

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AD-100

F O

R C

E R

E S

E A

R C

H L

A B

O R

R Y

-H

O U

S E

D E

P A

R K

W A

Y , R

O M

E , N

K . P

BLDG 3

D E

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N O

F R

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M /D

D /Y

KEY PLAN

AREA 1 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. 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 4 ON SHEET A-500

5. REFER TO ASBESTOS ABATEMENT DRAWING AA-100.

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 THE DESIGN OF

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

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

AD-100

REMOVAL NOTE

REVISION NUMBER

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

8' 16'0 32'

A000

(E)

VTR

(E)

VTR

(E)

VTR

(E)

VTR

(E)

VTR

(E)

VTR

(E)VTR

(E)

MECH

(E)

MECH

(E)

MECH

(E)

MECH

(E)

MECH

(E)

MECH

(E)

1 1 1

AREA 2

(NOT IN CONTRACT)

AREA 4

(NOT IN CONTRACT)

AREA 3

(NOT IN CONTRACT)

A-500

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

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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WALK

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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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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.

AutoCAD SHX Text ramp

AutoCAD SHX Text

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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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

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

ANTENNA

FARM

FENCE

DIRICCS30V 20V19V 18V 17V 16

CESTSTV6V 7V 8V9V 10V 11V 12V13V 14V 15

V 4V 5

MIN

PAVILION

B-110

S T

O P

STOP

Card Reader

Card

Reader

KDKD

PAVEMENT

B-1

DFAS

B C

D E F G

B C

D E F G

B C

D E F G

B C

D E F

B C

D E F

B C

D E F 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

B C D F GBCDEG F A A B C D E F GBCDEG F A A B C D E F GBCDEF A AHH I H HGE

4.5

5.0

2.00

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

ROME RESEARCH SITE

U .S

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C E

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A R

C H

L A

B O

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P R

C T

M A

N A

G E

D E

N E

D B

D R

E D

B Y

C H

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K E

D B

D A

U B

H E

M A

R K

D E

S C

N O

F R

E V

N D

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. PROVIDE RETROFIT DRAIN INSERT AND BONNET AT EXISTING ROOF DRAIN

LOCATION. REFER TO DETAIL 7 ON SHEET A-500.

3. 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.

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

PER DETAIL 4 ON SHEET A-500. EXISTING EQUIPMENT SHALL BE

RECONNECTED TO ELECTRICAL, FIRE ALARM OR ANY OTHER SYSTEM AS

REQUIRED FOR OPERATION.

B U

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P A

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O O

F R

E S

E A

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H L

A B

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R Y

A R

E A

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R O

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N R

O O

F A

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A-100

F O

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A B

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P A

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W A

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BLDG 3

D E

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N O

F R

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M /D

D /Y

AREA 1 ROOF PLAN

SCALE: 1/16" = 1'-0"A-100

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

A000

AREA 2

(NOT IN CONTRACT)

AREA 4

(NOT IN CONTRACT)

AREA 3

(NOT IN CONTRACT)

WALKWAY PAD

WALKWAY TREAD

PADS TYP.

H P

2 2

A-500

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LOADING DOCK

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HYD

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CONC. WALK

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AutoCAD SHX Text Chappie James Blvd.

AutoCAD SHX Text ramp

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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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STOP

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TYPICAL 1/8"/1' TAPERED ASSEMBLY

AutoCAD SHX Text

NTS

AutoCAD SHX Text

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.

TREATED WOOD BLOCKING

FASTEN TO ROOF DECK

8" MIN.

6" PROTECTIVE BREAK

METAL CAP

EXIST. CONC PLANK

ROOF DECK

FLASHING OR BOOT

PENETRATION

FULLY ADHERED EPDM

ROOF SYSTEM TYP.

" M

. A

R O

O F

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

ROME RESEARCH SITE

U .S

O R

C E

R E

S E

A R

C H

L A

B O

R A

M A

N D

R A

, I

G R

O N

A N

D O

P E

R A

N S

N G

E R

, P R

O G

R A

M M

N G

E R

P R

C T

M A

N A

G E

D E

N E

D B

D R

E D

B Y

C H

E C

K E

D B

D A

U B

H E

M A

R K

D E

S C

N O

F R

E V

N D

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

D E

S R

O O

F A

R E

A-500

F O

R C

E R

E S

E A

R C

H L

A B

O R

R Y

-H

O U

S E

D E

P A

R K

W A

Y , R

O M

E , N

K . P

BLDG 3

D E

S C

N O

F R

E V

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

RAISED EQUIPMENT SUPPORT CURB TYP.

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

PLUMBING VENT TYP.

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

TYPICAL ADHERED EPDM ROOF SYSTEM

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

ROOF EDGE TYP.

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

ROOF DRAIN TYP.

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

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

P H

S R

O O

F A

R E

A-501

F O

R C

E R

E S

E A

R C

H L

A B

O R

R Y

-H

O U

S E

D E

P A

R K

W A

Y , R

O M

E , N

K . P

BLDG 3

D E

S C

N O

F R

E V

N M

M /D

D /Y

ROME RESEARCH SITE

U .S

O R

C E

R E

S E

A R

C H

L A

B O

R A

M A

N D

R A

, I

G R

O N

A N

D O

P E

R A

N S

N G

E R

, P R

O G

R A

M M

N G

E R

P R

C T

M A

N A

G E

D E

N E

D B

D R

E D

B Y

C H

E C

K E

D B

D A

U B

H E

M A

R K

D E

S C

N O

F R

E V

N D

A502

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S-101

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File details come from the government source that posted it. Updated Aug 19, 2025.