Attachment 0003 - 2025-1649 - SOW - Appendix B - Drawings.pdf

PDF 1 MB Posted Aug 6, 2026

Attached to: Building 333 - Roof Repair
Solicitation number: W519TC-26-R-A067
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Aug 6, 2026

This document is a Statement of Work (SOW) with architectural drawings for Building 333 Roof Repair at Rock Island Arsenal, a U.S. Army facility located in Rock Island, Illinois. The project, identified as PR NO. 2025-1649 for Fiscal Year 2025, was issued on April 30, 2025, and is managed by the U.S. Army Garrison Directorate of Public Works.

The scope of work encompasses complete roof replacement and associated repairs to Building 333, including removal of the existing roof down to the wood deck, installation of new R-30 rigid insulation, fully adhered EPDM membrane roofing system, and new metal flashing and coping. The contractor must repair or replace damaged roof sheathing (estimated 3,000 square feet of 2x6 wood planks), clean and reinstall roof drains and underroof gutter systems, replace missing roof drain baskets, remove existing roof vents and infill holes with matching decking material, replace gypsum board soffits with exterior-grade material, install new aluminum drip edge and fascia boards, and add slope crickets directing water toward roof drains. Additional work includes installing two gravity-type roof ventilators with minimum 300 square inch net free area each, adding continuous soffit vents behind the south-facing fascia, replacing in-soffit incandescent fixtures with LED can lights, and removing and reinstalling rooftop utilities and mechanical equipment as needed. The contractor must protect asphalt surfaces from damage, comply with anti-terrorism standards for dumpster placement, coordinate crane usage two weeks in advance with the Contracting Officer's Representative (C.O.R.), and coordinate work to avoid conflicts with building tenant operations. Work must be performed during normal installation hours of 0700-1700, Monday through Friday, with coordination required for work outside these hours and a requirement to protect the job site and adjacent property throughout the project duration.

View the file

Other files

File	Type	Posted
Solicitation Amendment W519TC26RA067 0009.pdf	PDF	Sep 10, 2026
Solicitation Amendment W519TC26RA067 0008.pdf	PDF	Sep 9, 2026
Solicitation Amendment W519TC26RA067 0007.pdf	PDF	Sep 8, 2026
Solicitation Amendment W519TC26RA067 0006.pdf	PDF	Sep 3, 2026
Attachment 0015 - B333 Parapet Evaluation Report Rev 1 (27AUG26).pdf	PDF	Sep 3, 2026
Solicitation Amendment W519TC26RA067 0005.pdf	PDF	Aug 28, 2026
Attachment 0014 - Questions and Answers.pdf	PDF	Aug 28, 2026
Attachment 0003 - 2025-1649 - SOW - Appendix B - Drawings Rev1.pdf	PDF	Aug 28, 2026
Attachment 0013 - B333 - Inspection Report - 2024.06.04.pdf	PDF	Aug 28, 2026
Solicitation Amendment W519TC26RA067 0004.pdf	PDF	Aug 24, 2026
Solicitation Amendment W519TC26RA067 0003.pdf	PDF	Aug 24, 2026
Attachment 0011 - Pictures - Set 1.pdf	PDF	Aug 18, 2026
Attachment 0010 - Canopy Pictures.pdf	PDF	Aug 18, 2026
Attachment 0012 - Pictures - Set 2.pdf	PDF	Aug 18, 2026
Solicitation Amendment W519TC26RA067 0002.pdf	PDF	Aug 18, 2026
Attachment 0009 - Site Visit Attendees List.pdf	PDF	Aug 18, 2026
Solicitation Amendment W519TC26RA067 0001.pdf	PDF	Aug 12, 2026
Attachment 0001 - 2025-1649 - SOW.pdf	PDF	Aug 6, 2026
Attachment 0005 - 2025-1649 - SOW - Appendix D - Construction Debris Submittal.pdf	PDF	Aug 6, 2026
Attachment 0002 - 2025-1649 - SOW - Appendix A - Specification.pdf	PDF	Aug 6, 2026
B08 - Solicitation - W519TC26RA067.pdf	PDF	Aug 6, 2026
Attachment 0004 - 2025-1649 - SOW - Appendix C - Submittal Register.pdf	PDF	Aug 6, 2026
Attachment 0006 - Wage Determination (IL20260001 - 21MAY2026).pdf	PDF	Aug 6, 2026
Attachment 0007 - Contractor Vendor Guide.pdf	PDF	Aug 6, 2026
Attachment 0008 - B333 Roof Site Visit Map.pdf	PDF	Aug 6, 2026

Show all 25

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G-001

C O

S H

FY: 2025

PR NO: 2025-1649

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-1

B Y:

N D

N B

N U

D B

. K O

I, D

R O

W O

, C H

O F

B U

R O

O F

C H

D B

3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

ROCK ISLAND ARSENAL

BUILDING 333

ROOF REPAIR

SOW - APPENDIX B

G-

1, /3 0/

P M

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text M

AutoCAD SHX Text Y

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text K

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text G

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text K

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

1" = 800'

ISLAND MAP

E N

PLAN

NORTH

PROJECT LOCATION

PARKING

PARKING PARKING

PARKING

PARKING PA

PARKING

SOUTH

T D

DOM

D R

BECK AVENUE

KINGSBURY AVE

DRIVE

NORTH

BENET AVENUE

AVENUE

CHESTNUT AVENUE

G O

O N

WITEK ROAD

RT ARM

STRO

AVE.

RODMAN AVENUE

NORTH AVENUE

EAST

NORTH AVENUE

R O

C K

N D

AVENUE

RODMAN

DAVENPORT

DRIVE

KING

SOUTH

AVENUE

DRIVE

BECK

SYLVAN

DRIVE

AVENUE

DRIVE

BLUNT

ROAD

DYKE ROAD

RODMAN

ROAD

RANGE

PRACTICE

S Y

L V

A N

D R

I V

TANK TRACK

GOLF

CEMETERY

NATIONAL

NORTH AVENUE

DYKE R

OAD

S Y

L V

A N

D R

I V

S T.

DAVENPORT

LANE

BUTLER

LANE

FARLEY

WILLIE

LANE

SYLVAN

ISLAND

LOCK AND DAM

NO. 15

BETTENDORFDAVENPORT

MOLINEROCK ISLAND

E. RIVER DR.

GRANT ST.

4TH AVE

1ST AVE

4TH ST.

STATE ST.

DURNIN AVENUE

W H

M O

R E

D R

NORTH

DRIVE

PROSPECT

CIRCLE

PROSPECT

COURT

ROSTRUM D

RIVE

CEMETERY

MOLINE BRIDGE

G O

DRIVE

CEMETERY

POST

G D

PROSPECT

DRIVE

KING

CHAMBERLAIN DRIVE

WALKER DRIVE

CONFEDERATE

CEMETERY

DURNIN

AVENUE

BAKER

AVENUE

H O

D S

AMERICAN

DISCOVERY

TRAIL

BECK AVENUE

H O

STR

EET EAST

T PERSHING

AVENUE

RODMAN

FIELD

MEMORIAL

PARK

RAMSEY ROAD

TERRACE

MOSKALA

CEMETERY

NATIONAL

2ND ST.

3RD ST.

KINGSBURY

AVE

RIA

FITNESS

TRAIL

BAUMBECK AVENUE

S T.

RODMAN AVE

BLUNT

Pr op os ed

G en er at or

R el oc at io n

Proposed Switches

15-L1

BM 100

RI Astronomical Stone - Pool 15

BM 102

Arsenal Bridge

BM 103

TBM 104

TBM 105

TBM 106

TBM 107

TBM 108

TBM 109

TBM 110

BM 111

09-77-15 Eisenbraun Point

PID BBBR62

R.I.A.

MOLINE POOL RESET

(OCT. 2001)

Elev. 574.1

ADDITION TO

2ND

CEMETERY

NATIONAL

ADDITION TO

1ST

ROCK ISLAND

M I S S I S S I P P I R I V E

O N

RIAPRIMITIVE

CAMPING

TANK TRACK

S T.

BASE MAP REVISED MAR. 2023

P.O.B.

BM 101

2400.00

H O

S T.

RODMAN AVE

BUILDING 333

G-002

N M

O F

D R

G S

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-1

B Y:

N D

N B

N U

D B

. K O

I, D

R O

W O

, C H

O F

B U

R O

O F

C H

D B

3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

NOT TO SCALE (NTS)

VICINITY MAPA17

SHEET ID. SHEET TITLE

G-001 COVER SHEET

GENERAL

G-002 LOCATION MAP & INDEX OF DRAWINGS

G-003

ARCHITECTURAL

ABBREVIATIONS & GENERAL NOTES

A-101

SHEET INDEX

ROOF PLAN, CANOPY RCP

A-301 BUILDING SECTIONS, DETAILS

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ASPHALT AND DISTRIBUTE HEAVY POINT LOADS.

IF THE CONTRACTOR DAMAGES THE ASPHALT REPAIRS WILL BE PERFORMED IN

ACCORDANCE WITH UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR.

DEPENDING UPON SEVERITY OF DAMAGE REPAIRS WILL BE IN ACCORDANCE

WITH FULL DEPTH, PARTIAL DEPTH, AND/OR PATCHING.

2. DUMPSTERS MUST COMPLY WITH UFC 4-010-01 DoD MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS. DUMPSTERS CAN BE LOCATED ALONG THE

BUILDING DURING WORKING HOURS UPON REQUEST. THE CONTRACTOR WILL

MAKE REQUESTS IN WRITING TO THE C.O.R. AT LEAST TWO WEEKS PRIOR TO

THE REQUIREMENT. DUMPSTERS WILL BE EMPTY EACH TIME THEY ARE PLACED

NEAR BUILDINGS AT THE START OF THE WORKING DAY. DUMPSTERS WILL BE

MOVED AWAY FROM THE BUILDING AT THE END OF EACH WORKING DAY. THE

C.O.R. WILL DETERMINED THE DUMPSTER STORAGE LOCATION AT THE END OF

THE WORK DAY.

3. THE CONTRACTOR WILL BE GRANTED ACCESS THROUGH THE ALLEY TO THE

NORTH OF BUILDING 333.

4. THE CONTRACTOR SHALL COORDINATE CRANE USAGE 2 WEEKS IN ADVANCE

WITH THE C.O.R.

5. BUILDING 333 IS USED FOR A VARIETY OF FUNCTIONS. THE CONTRACTOR

SHALL COORDINATE WORK WITH THE C.O.R. TO AVOID CONFLICTS WITH

TENANT OPPERATIONS.

6. THE CONTRACTOR SHALL COORDINATE THE CLOSURE OF BUILDING

ENTRANCE/EXIT WITH C.O.R.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE JOB SITE. SEE

SPECIFICATIONS FOR DETAILS.

1" = 60'

SITE PLANJ6

E N

PLAN

NORTH

G-

2, /3 0/

P M

AutoCAD SHX Text

U.S. GOVERNMENT BRIDGE

AutoCAD SHX Text C A N A L

AutoCAD SHX Text P O O L

AutoCAD SHX Text S Y L V A N

AutoCAD SHX Text S L O U G H

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text M O L I N E

AutoCAD SHX Text E

AutoCAD SHX Text

IOWA

AutoCAD SHX Text

ILLINOIS

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

DAVENPORT

AutoCAD SHX Text

MOLINE

AutoCAD SHX Text

CHICAGO

AutoCAD SHX Text

ST. LOUIS

AutoCAD SHX Text

ROCK ISLAND

AutoCAD SHX Text

WISCONSIN

AutoCAD SHX Text

MILES

AutoCAD SHX Text

KENTUCKY

AutoCAD SHX Text

ROCK ISLAND

AutoCAD SHX Text

ARSENAL

AutoCAD SHX Text

BETTENDORF

G-003

N S

N O

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-1

B Y:

N D

N B

N U

D B

. K O

I, D

R O

W O

, C H

O F

B U

R O

O F

C H

D B

3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

A-000

SECTION MARK

A-000

BUILDING ELEVATION MARK

ELEVATION

NUMBER

(TYP.)

INTERIOR ELEVATION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL

NUMBER

(TYP.)

AREA COVERED BY DETAIL

WINDOW TAG

PARTITION TYPE KEYNOTE

TAG

DOOR TAG

0'-0" A.F.F.X

CEILING TAG

(TYPE & HEIGHT)

CEILING HEIGHT

CEILING TYPE

DETAIL IDENTIFIER

(MODULE LETTER AND NUMBER)

NORTH ARROW

PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE

PLAN SYMBOLSREFERENCE SYMBOLS

WALL/PARTITION

TYPE

ARCHITECTURAL ABBREVIATIONS GENERAL NOTES

1. NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE THE COMPLETE

PLAN SET AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT SHEET, UNLESS NOTED OTHERWISE. KEYNOTES APPLY TO ELEMENTS ON THE

SHEET AS INDICATED, UNLESS NOTED OTHERWISE.

2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE

CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE

PRODUCT.

5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND/OR NEW WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND

RUBBISH.

8. THE CONTRACTOR SHALL CONDUCT SITE UTILITY LOCATES TO DETERMINE ANY CONFLICTS BETWEEN NEW WORK AND EXISTING UTILITIES. RESOLUTION OF CONFLICTS WITH EXISTING UTILITIES IS INCLUDED IN THE CONTRACTOR'S SCOPE

OF WORK.

9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND PLANS ARE NOT WARRANTED AS

ACCURATE. VERIFY EXISTING CONDITIONS THAT MAY AFFECT THE WORK PRIOR TO BID.

10. DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.

11. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

12. PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL WORK PER THE PRODUCT

MANUFACTURER'S STANDARDS OR THE APPLICABLE INDUSTRY STANDARDS.

13. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

14. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR SYSTEM UNLESS IT IS SPECIFICALLY

NOTED OR SHOWN ON DRAWINGS.

15. THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS

NECESSARY.

16. ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR

GOVERNMENT APPROVAL. CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.

17. DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR CORRESPONDING SHEETS.

18. CONTRACTOR SHALL REQUEST PARKING, JOB TRAILER, STAGING AND OTHER NECESSARY SPACES.

19. DISPOSE OF DEMOLISHED AND WASTE MATERIALS OFF SITE UNLESS OTHERWISE NOTED.

20. TO PERFORM THE WORK AS AWARDED BY THE BASE BID, OPTION, OR CONTRACT MODIFICATION, THE CONTRACTOR SHALL EITHER PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND STRUCTURES AS NECESSARY TO

FACILITATE THE WORK.

21. IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, ITEMS NOTED AS BEING INCLUDED IN THE WORK ARE GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK LINE WORK. GRAY SCALE LINE WORK DENOTES EXISTING CONDITIONS. NOTE: THERE ARE EXCEPTIONS TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW DRAWINGS AND REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING.

22. NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700, MONDAY THROUGH FRIDAY. HOURS OUTSIDE THE NORMAL RANGE REQUIRES COORDINATION AND APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE CLOSED ON GOVERNMENT HOLIDAYS. CONTACT

THE C.O.R. FOR A LIST OF GOVERNMENT HOLIDAYS.

23. THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER SPECIFICATIONS. ALL WORK REQUIRING POWER REMOVAL SHALL BE DONE IN A TIMELY MANNER AND OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. IF SAFE WORKING CONDITIONS EXIST FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER SHALL BE RESTORED FOR BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL IMMEDIATELY RESTORE POWER ONCE WORK IS COMPLETE AND SAFE CONDITIONS EXIST.

24. THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION AUTHORITIES

HAVING JURISDICTION.

25. THE CONTRACTOR SHALL COMPLY WITH USAG-RI POLICIES AND PROCEDURES.

26. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, AND

REGULATORY AGENCIES.

27. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND

NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

28. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL INDICATED.

29. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE

ARCHITECT PRIOR TO PROCEEDING.

30. ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT PENETRATES FLOORS, WALLS, OR ROOFING SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL

INTEGRITY OF THE BUILDING.

31. ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL CONFORM TO APPLICABLE INDUSTRY OR MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE C.O.R. PRIOR TO PROCEEDING WITH THE WORK.

32. ANY ANCHORS USED TO ATTACH ITEMS TO THE EXTERIOR WALLS MUST BE EPOXY ANCHORS. EXPANSION ANCHORS ARE STRICTLY PROHIBITED. THE USE OF ROTARY IMPACT DRILLS IS NOT AUTHORIZED. TOOLS USED MUST NOT BE

IMPACT TYPE.

AFF ABOVE FINISHED FLOOR

ACC DR ACCESS DOOR / PANEL

ADAAG AMERICAN WITH DISABILITIES

ACCESSIBILITY GUIDELINES

ACCESS ACCESSORIES

ADJ ADJUST/ ADJUSTABLE

ACOUST. ACOUSTICAL

AB ANCHOR BOLT

ANOD ANODIZED

AC AIR CONDITIONING

AL / ALUM ALUMINUM

& AND

L ANGLE

APP APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

@ AT

ATFP ANTI TERRORISM / FORCE PROTECTION

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION, INC.

BM BEAM

BLKG BLOCKING

BD BOARD

BTM BOTTOM

BLDG BUILDING

B.O. BOTTOM OF

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CH CHANNEL

CPT CARPET

CLG CEILING

CLG HT CEILING HEIGHT

CTR CENTER

℄ CENTER LINE

C TO C CENTER TO CENTER

CT CERAMIC TILE

CLR CLEAR

CO CLEANOUT

CLOS CLOSET

CO COMPANY

COL COLUMN

CONC CONCRETE

CORR CORRIDOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

CY CUBIC YARD

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DR DOOR

DN DOWN

DS DOWNSPOUT

DESC DESCRIPTION

DWG DRAWING

EA EACH

EF EXHAUST FAN

EL ELEVATION

ERD EMERGENCY ROOF DRAIN

EP EPOXY PAINT

ENGR ENGINEER

EQUIP EQUIPMENT

EQ EQUAL

EXIST EXISTING

EXP EXPANSION / EXPOSED

EJ (EXP JT) EXPANSION JOINT

EXP TO EXPOSED TO STRUCTURE

STRUCT

EXT EXTERIOR

ETD ESTIMATED TRAVEL DISTANCE

FAC FACTORY

FDC FIRE DEPARTMENT CONNECTION

FT FEET

FE FIRE EXTINGUISHER

FIN FINISH

FP FLAT PAINT

FF FINISHED FLOOR

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FV FIELD VERIFY

GA GAGE OR GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GP GLOSSY PAINT

GL GLASS

GOVT GOVERNMENT

GYP GYPSUM

GYP BD GYPSUM BOARD

(GWB)

HKS HOOKS

HR HANDRAIL

HDW HARDWARE

HT HEIGHT

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HVAC HEATING VENTILATION & AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

IRC INTERNATIONAL RESIDENTIAL

CODE

JT JOINT

JST JOIST

KP KICK PLATE

LAM LAMINATE

LDG LANDING

LAV LAVATORY

LH LEFT HAND

LHR LEFT HAND REVERSE

LT LIGHT

LTG LIGHTING

LONG LONGITUDINAL

LVR LOUVER

LP LOW POINT

MAS MASONRY

MO MASONRY OPENING

MGR MANAGER

MFR MANUFACTURER

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MWP METAL WALL PANEL

MIN MINIMUM

MISC MISCELLANEOUS

N.I.C. NOT IN CONTRACT

No. (#) NUMBER

NTS NOT TO SCALE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFGI OWNER FURNISHED

GOVERNMENT INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OW OPEN WEB

OPP OPPOSITE

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

OVHD OVERHEAD

PDU POWER DISTRIBUTION UNIT

PT PAINT OR PRESSURE TREATED

PR PAIR

PNL PANEL

PART PARTITION

PLAS PLASTER OR PLASTIC

PL PLATE

PLYWD PLYWOOD

LBS OR # POUNDS

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PMJF PRE-MOLDED JOINT FILLER

PRE-FAB PREFABRICATED

QT QUARRY TILE

REF REFERENCE

REINF REINFORCEMENT

REQ'D REQUIRED

REV REVISIONS / REVISED

RD ROOF DRAIN

RDO ROOF DRAIN OVERFLOW

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

RB RUBBER BASE

SC SEALED CONCRETE

SCW SOLID CORE WOOD

SCHED SCHEDULE

SECT SECTION

SGP SEMI-GLOSS PAINT

SHT MET SHEET METAL

SHGC SOLAR HEAT GAIN COEFFICIENT

SIM SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC(S) SPECIFICATION

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SQ SQUARE

ST STORM

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

TIOL / TLT TOILET

TEL TELEPHONE

THK THICK

T'HOLD THRESHOLD

TG TEMPERED GLASS

T.O. TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

T/C TOP OF CURB

TOS TOP OF STEEL

T/W TOP OF WALL

TU TOUCH-UP

TYP. TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

USAG-RI UNITED STATES ARMY GARRISON, ROCK

ISLAND

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

VTR VENT THRU ROOF

W WIDTH

W/ WITH

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WNDO WINDOW

W/O WITHOUT

WRGB WATER RESISTANT GYPSUM BOARD

WS WEATHERSTRIPPING

WRO WINDOW ROUGH OPENING

YR YARD

VIEW TITLES

TRUE N

PLAN

NORTH

XXX

X# X-###

SCALE

VIEW TITLEA3

X-###DWG. NO. WHERE

ELEVATION IS DRAWN

ELEVATION

NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

DWG. NO. WHERE

SECTION IS DRAWN

SECTION

NUMBER

G-

3, /3 0/

P M

1" = 20'-0"

ROOF PLANA1

E N

PLAN

NORTH

EXISTING GUTTER

AND DOWNSPOUT,

KEY NOTES

1. EXISTING CONDUCTOR HEADS AND DOWNSPOUTS TO REMAIN; CLEAN AND

FLUSH DOWNSPOUTS

2. EXISTING ROOF DRAIN; CLEAN, REINSTALL, AND REPAIR AS NECESSARY

3. EXISTING UNDERROOF GUTTER/DRAIN PIPE TO REMAIN

4. EXISTING ROOFTOP MECHANICAL EQUIPMENT, INSTALL NEW FLASHING PER

EPDM MANUFACTURER'S INSTRUCTIONS

5. EXISTING THROUGH ROOF VENT, INSTALL NEW FLASHING PER DETAIL A13/A-301

6. EXISTING ROOF VENTS TO BE REMOVED AND DISPOSED OF, INFILL HOLE IN

ROOF DECKING WITH NEW DECKING TO MATCH EXISTING IN THICKNESS

(ASSUME THICKNESS TO BE 2", VERIFY IN-FIELD)

7. REPLACE MISSING ROOF DRAIN BASKET

8. REPLACE GYPSUM BOARD SOFFIT WITH EXTERIOR GRADE GYPSUM BOARD,

PAINT WHITE (BASIS OF DESIGN: SW 9542 NATURAL WHITE)

9. IN-SOFFIT DRAIN PIPE; CLEAN AND FLUSH

10. EXISTING GUTTER AND DOWNSPOUT, REMOVE AND REINSTALL AS NECESSARY

TO INSTALL NEW GRAVEL STOP AND FASCIA BOARD

11. REPLACE ALUMINUM DRIP EDGE, FASCIA, AND FASCIA BOARD; PAINT FASCIA

BOARD AND BEAM TO MATCH EXISTING

12. GRAVITY-TYPE ROOF VENTILATOR WITH A MINIMUM OF 300 S.I. ( 2.1 F.T) NET

FREE AREA (NFA); TWO (2) VENTILATORS TOTAL EQUALING NOT LESS THAN 600

S.I. NFA; INSTALL FIELD FABRICATED PENETRATION FLASHING PER EPDM

MANUFACTURER'S INSTRUCTIONS

13. 2" WIDE CONTINUOUS SOFFIT VENT BEHIND SOUTH FACING FASCIA BOARD,

VENT SHALL BE CONSTRUCTED OF 3105 GRADE ALUMINUM WITH A MINIMUM OF

9 S.I. NFA PER LINEAR FOOT, MILL FINISH IN WHITE

SHEET NOTES

A. REMOVE EXISTING ROOF DOWN TO WOOD DECK PREPARE SURFACE PER

MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLING NEW ROOF

SYSTEM

B. REPAIR OR REPLACE DAMAGED ROOF SHEATHING WITH LIKE MATERIAL

(ASSUMED TO BE 2X6 WOOD PLANKS, VERIFY IN-FIELD) ; INCLUDE 3,000 S.F. OF

SHEATHING REPLACEMENT IN THE BID PROPOSAL WITH A PER S.F. COST TO BE

USED FOR THE ADDITION OR SUBTRACTION OF COST AS NEEDED

C. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO ACCOMMODATE

ROOF REPLACEMENT

D. CLEAN AND REPAIR ROOF DRAINS AS NEEDED, CLEAN OUT LEADERS

E. SLOPE CRICKETS AT 1:48 TOWARD ROOF DRAINS

F. REPLACE INCANDESCENT IN-SOFFIT CAN LIGHT FIXTURES AT ENTRY CANOPY

WITH IN-SOFFIT OUTDOOR RATED LED CAN LIGHT FIXTURES (BASIS OF DESIGN

ELCO EL475CT5DBB) SET FIXTURES TO 1500LM, 5000K

G. REPLACE ALL METAL FLASHING AND SCUPPER LINERS; DARK BRONZE COLOR

H. WHERE THE ENDS OF BOLTS EXTEND THROUGH THE PARAPET WALL CUT ENDS

FLUSH WITH NUTS AND COVER WITH SEALANT BEFORE INSTALLING EPDM

ROOFING MATERIAL

I. REMOVE AND REINSTALL ROOFTOP EQUIPMENT AS REQUIRED; COORDINATE

UTILITY AND SERVICE INTERRUPTIONS WITH COR

1 1 1 1

RIDGELINE

3 3 3 3 3 3 3

O W

DN 1:48

(TYP.)

DN 1:48

(TYP.)

1:48 TYP.

SLOPE INSULATION AT 1:2 DOWN

TO NON-INSULATED ROOF OVER

LOADING DOCK (TYP.)

A6 A-301

SIM.

OVERHEAD

ELECTRICAL

WIRES

6 6 6 6 6

1" = 20'-0"

ENTRY CANOPY REFLECTED CEILING PLANJ1

DRAWING GRAPHICS

IN-SOFFIT CAN LIGHT8

A17 A-301

TYP.

A6 A-301

SIM.

A6 A-301

SIM.

A6 A-301

SIM.

A6 A-301

4' -0

28'-0"±

E1 A-301

1:48 TYP.

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-1

B Y:

N D

N B

N U

D B

. K O

I, D

R O

W O

, C H

O F

B U

R O

O F

C H

D B

3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

A-101

R O

O F

G P

A-

1, /3 0/

1/8" = 1'-0"

BUILDING SECTIONE1

SLOPE DN

TO DRAIN

ROOF DRAIN

LOCATION

OPEN ENDED

GUTTER / DRAIN

PIPE TO REMAIN

SLOPE DN

TO DRAIN

SLOPE DN TO

SCUPPER

SLOPE DN

TO ROOF

EDGE

A17 A-301

A9 A-301

A1 A-301

1/2" MIN.

PIPE PENETRATION

ROOF SLOPE

12" EPDM PEEL & STICK

FLASHING TARGET PATCH

12" EPDM PEEL & STICK

FLASHING TARGET PATCH

CONTINUOUS BEAD OF

SINGLE PLY LVOC CAULK

CUT HOLE THROUGH MEMBRANE AT

LEAST THE SAME DIAMETER AS THE

ROOF DRAIN PIPE-TYP.

1 1/2" = 1'-0"

PIPE FLASHINGA13

EPDM PRE-MOLDED PIPE

FLASHING

1 1/2" = 1'-0"

ROOF DRAIN FLASHINGA171 1/2" = 1'-0"

TYPICAL PARAPET COPINGA9

EXISTING

MASONRY WALL

EXTEND EPDM MEMBRANE OVER

TOP OF PARAPET WALL

EPDM 3" SEAM TAPE WITH 1/8"

TO 1/4" EXPOSED

SLOPE 1:24

INSULATION TAPERED

TOWARD DRAIN AT 1:2

KEY NOTES

1. EXISTING WOOD ROOF

2. R-30 RIGID INSULATION

3. COVER BOARD

4. FULLY ADHERED EPDM MEMBRANE

5. CONTINUOUS CLEAT SHEET METAL COPING FLASHING,

ATTACH PER MANUFACTURER'S INSTRUCTIONS, DARK

BRONZE COLOR

6. 6" WIDE, 88 MIL, FULLY CURED EPDM COVER STRIP

7. REMOVE EXISTING FLASHING AND INSTALL NEW

ALUMINUM DRIP EDGE AND FASCIA

8. REPLACE 2X FASCIA BOARD, PAINT TO MATCH EXISTING

DRAIN PIPE EXISTING EXTERIOR WALL

SINGLE PLY SEALING

MASTIC

4"X4" CANT STRIP

1 1/2" = 1'-0"

DRIP EDGE AND FASCIAA1

2X WOOD NAILERS ATTACHED

TO TOP OF MASONRY WALL

WITH EPOXY ANCHORS,

STAGGERED AT 3' O.C.

STRIP AND PAINT ENDS OF

BEAMS BACK TO COLUMN

NO SEAMS OR FOLDS

UNDER THE CLAMPING

RING CLAMP RING

K D

D B

E D

T N

D R

G N

U .S

. A R

M Y

O N

O C

D A

E O

W O

R O

C K

N D

, I L

-1

B Y:

N D

N B

N U

D B

. K O

I, D

R O

W O

, C H

O F

B U

R O

O F

C H

D B

3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

A-301

G S

O N

S D

A-

1, /3 0/

Sheets and Views

G-0XX-G-001

G-0XX-G-002

G-0XX-G-003

A-101-A-101

A-301-A-301

File details come from the government source that posted it. Updated Aug 6, 2026.