Attachment 0003 - 2026-1694 - SOW Rev1 - Appendix B - Drawings.pdf

PDF 3 MB Posted Jul 8, 2026

Attached to: Building 138 Repair/Repurpose
Solicitation number: W519TC-26-R-A032
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Jul 8, 2026

This is a Statement of Work (SOW) appendix containing architectural and engineering drawings for Building 138 IGSA Repair at Rock Island Arsenal, located in Rock Island, Illinois. The project is designated as PR No. 2026-1694 for Fiscal Year 2026, with an issue date of April 30, 2026, and includes Addendum No. 1 dated June 30, 2026.

The work scope encompasses comprehensive renovation of Building 138, including demolition of existing infrastructure (railroad tracks, concrete floor, office walls, and wood doors), masonry repairs (repointing approximately 250 square feet of brickwork and rebuilding approximately 300 linear feet of brick cornice), and new construction elements. Key construction requirements include installation of a new 7-inch thick, 4,500 PSI concrete floor with heavy-duty wear-resistant broom finish; a new overhead coiling door with microwave motion sensor and dual control pedestals; a 6-foot wide sidewalk with proper drainage; two exhaust fans (Cook model 36EW416D08) with plenums; and a dry sprinkler system with nitrogen generator designed by a certified fire protection engineer in accordance with NFPA standards. The electrical scope involves replacing the existing distribution panel with a new 18-breaker, 200-amp panel at 208V and installing ten new duplex power outlets. The contractor is responsible for coordinating utility locates, site access, staging areas, waste disposal, and all work execution in accordance with applicable codes and UFC standards. Normal installation hours are 0700-1700 Monday through Friday, with coordination required for extended hours. The facility operates on government holidays as determined by the Contracting Officer's Representative.

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Other files

File	Type	Posted
Solicitation Amendment - W519TC26RA032 0006.pdf	PDF	Jul 29, 2026
Attachment 0013 - Questions and Answers - Part 2.pdf	PDF	Jul 15, 2026
Solicitation Amendment - W519TC26RA032 0005.pdf	PDF	Jul 15, 2026
Attachment 0012 - 2026-1694 - SOW Rev1 - Appendix E - Hydrant Flow Test.pdf	PDF	Jul 8, 2026
Attachment 0001 - 2026-1694 - SOW Rev1.pdf	PDF	Jul 8, 2026
Solicitation Amendment - W519TC26RA032 0004.pdf	PDF	Jul 8, 2026
Solicitation Amendment - W519TC26RA032 0003.pdf	PDF	Jun 24, 2026
Solicitation Amendment - W519TC26RA032 0002.pdf	PDF	Jun 23, 2026
Attachment 0011 - Questions and Answers.pdf	PDF	Jun 23, 2026
Attachment 0009 - Site Visit Attendees.pdf	PDF	Jun 22, 2026
Solicitation Amendment - W519TC26RA032 0001.pdf	PDF	Jun 22, 2026
Attachment 0010 - Site Pictures.pdf	PDF	Jun 22, 2026
Attachment 0006 - Wage Determination (IL20260001 - 18MAY2026).pdf	PDF	Jun 2, 2026
Attachment 0004 - 2026-1694 - SOW - Appendix C - Submittal Register.pdf	PDF	Jun 2, 2026
B08 - Solicitation - W519TC26RA032.pdf	PDF	Jun 2, 2026
Attachment 0002 - 2026-1694 - SOW - Appendix A - Specifications.pdf	PDF	Jun 2, 2026
Attachment 0003 - 2026-1694 - SOW - Appendix B - Drawings.pdf	PDF	Jun 2, 2026
Attachment 0005 - 2026-1694 - SOW - Appendix D - Construction Debris Submittal.pdf	PDF	Jun 2, 2026
Attachment 0007 - Contractor Vendor Guide.pdf	PDF	Jun 2, 2026
Attachment 0001 - 2026-1694 - SOW.pdf	PDF	Jun 2, 2026
Attachment 0008 - B138 Site Visit.docx	DOCX document	Jun 2, 2026

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G-001

C O

S H

FY: 2026

PR NO: 2026-1694

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ROCK ISLAND ARSENAL

BUILDING 138

IGSA REPAIR

SOW - APPENDIX B

ADDENDUM No. 1 1

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1" = 800'

ISLAND MAP

E N

PLAN

NORTH

PROJECT SITE

PARKING

GPARKING PA

PARKING

PARKING 234

13A

7-G

108 150

362363

T186

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SUBSC

246CPY

81320

SWITA

215B

92G1

92G2

93G2 93G1

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24B

47B

47CPY

22 30

30-G

15P

11P

14A

68SN

150P

70-G

686661

2-G

4-G 3-G

6-G

68GN

312FL

20FL

52A

81-G

333 129

SHED

TOWER

(MEC)

2442 2464

2406 2428 2450

2425 2447

2504 2530 2548 2566

26282490

26422527

2543 2571

2611 2635

320SN

275SN

TOWER

(MEC)

TOWER

(MEC)

TOWER

(MEC)

48SN

SOUTH

T D

DOM

D R

BECK AVENUE

KINGSBURY AVE

DRIVE

NORTH

BENET AVENUE

AVENUE

CHESTNUT AVENUE

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NORTH AVENUE

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NORTH AVENUE

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AVENUE

RODMAN

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AVENUE

DRIVE

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DRIVE

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DYKE ROAD

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NORTH AVENUE

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NO. 15

BETTENDORFDAVENPORT

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E. RIVER DR.

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1ST AVE

4TH ST.

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DURNIN AVENUE

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PROSPECT

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AVENUE

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BLUNT

Pr op os ed

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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 R

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RIAPRIMITIVE

CAMPING

TANK TRACK

ACP SHELTER

S T.

BASE MAP REVISED MAR. 2023

P.O.B.

355356

346FL

2315 2337

2320 2340

2318 2342 2362 2384

2357 2381 2403

BM 101

2400.00

G-002

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NOT TO SCALE (NTS)

VICINITY MAPJ13

SHEET ID. SHEET TITLE

G-001 COVER SHEET

GENERAL

G-002 LOCATION MAP & INDEX OF DRAWINGS

G-003

ARCHITECTURAL

ABBREVIATIONS & GENERAL NOTES

A-101

DETAILS, ELEVATIONS, SCHEDULESA-501

SHEET INDEX

DIMENSION AND DEMOLITION PLANS

MECHANICAL, ELECTRICAL, AND PLUMBING

MEP PLANS AND DETAILSMEP-101

SOW Appendix B

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U.S. GOVERNMENT BRIDGE

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IOWA

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ILLINOIS

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MISSOURI

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INDIANA

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DAVENPORT

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MOLINE

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CHICAGO

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ST. LOUIS

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ROCK ISLAND

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WISCONSIN

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MILES

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KENTUCKY

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ROCK ISLAND

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ARSENAL

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BETTENDORF

G-003

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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. EXISTING PAINT SHALL BE PRESUMED TO BE LEAD BASED

15. EXISTING PIPE INSULATION SHALL BE PRESUMED TO BE ASBESTOS CONTAINING

16. EXISTING WINDOW GLAZING SHALL BE PRESUMED TO BE ASBESTOS CONATINING

17. DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR SHOWN ON

DRAWINGS.

18. 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.

19. ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL.

CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.

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

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

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

23. 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.

24. 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.

25. 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.

26. 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.

27. THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION AUTHORITIES HAVING JURISDICTION.

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

29. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, AND REGULATORY AGENCIES.

30. 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.

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

32. 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.

33. 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.

34. 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.

35. 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.

36. THE CONTRACTOR SHALL COORDINATE SITE ACCESS, STAGING, AND LAYDOWN AREAS WITH THE C.O.R. PRIOR TO COMMENCEMENT OF

WORK.

37. 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.

38. THE CONTRACTOR SHALL COORDINATE CRANE USAGE 2 WEEKS IN ADVANCE WITH THE C.O.R., 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.

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

SOW Appendix B

OPEN

PARKING

OFFICE

'-8

230'-0"±

OPEN

PARKING

A-501

A-501 A3 A-501A18

M3 A-101

MIR.

2' -0

A-501

G1 A-501

SLOPE TO DRAIN

O W

D R

SLOPE DOWN

TO DRAIN 1:96

230'-0"±

SLOPE DOWN

TO DRAIN 1:96

O W

D R

SLOPE TO DRAIN

'-1

EL. 100'-0"

T.O. DRAIN

EL. 99'-9"±

'-1

J5 A-501

O W

D R

D O

W N

C J

EXISTING FLOOR

ELEV. AT PERIMETER

C J

C J C

C J

15'-0" 15'-0" SAME SPACING AS WEST SIDE

CJCJ

CENTER CJ ON

TRENCH DRAIN

C J

ALIGN CJ WITH END

OF TRENCH DRAIN

ALIGN CJ

WITH END

OF TRENCH

DRAIN

'-0

4'-0"AS REQ.

6" SE

ELECTRICAL

TRANSFORMER

LOCATION

100C100B

M3 A-101

A-501

100C

1' -4

ALIGN K1

A-501

1100C

114 FIRE HYDRANT

LOCATION

F R

O M

M P

R O

O M

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

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

O N

N D

O N

A-1011/16" = 1'-0"

DEMO PLANA5

E N

PLAN

NORTH

GENERAL DEMO NOTES

DEMO PLAN KEYNOTES

REMOVE AND DISPOSE OF EXISTING WOOD DOOR,

TRACK, AND ASSOCIATED HARDWARE

REMOVE AND DISPOSE OF RAILROAD TRACKS AND

CONCRETE FLOOR

A. PRIOR TO THE COMMENCEMENT OF WORK THE BUILDING

MUST BE CLEANED OF PIGEON DROPPINGS IN ORDER TO

FACILITATE A SAFE WORKING ENVIRONMENT

B. REMOVE MUD DAUBER NEST FROM THE EXTERIOR OF THE

BUILDING

C. METAL SHELVING UNITS LINING THE EXTERIOR WALLS

SHALL BE REMOVED AND STORED IN BUILDING 106, ROCK

ISLAND ARSENAL, AT A LOCATION DIRECTED BY THE COR

PRIOR TO THE COMMENCEMENT OF DEMOLITION. THREE

(3) SHELVING UNITS SHALL BE REINSTALLED AFTER THE

COMPLETION OF CONSTRUCTION IN A LOCATION

DIRECTED BY THE COR

DEMO LEGEND

CUT A MASONRY OPENING IN WALL TO ACCOMMODATE

THE INSTALLATION OF THE NEW MAN DOOR AND FRAME,

SEE D1/SK-1 FOR LATCH SIDE JAMB LOCATION

REMOVE AND DISPOSE OF EXISTING OFFICE WALLS,

DOOR, COUNTERTOPS, ETC. DOWN TO BARE CONCRETE

REMOVE OR MODIFY POLYCARBONATE COVER AND

FRAME AS NECESSARY TO ACCOMMODATE MECHANICAL

EQUIPMENT

CONCRETE FLOOR TO BE REMOVED

INDICATES ITEM TO BE DEMOLISHED

1/16" = 1'-0"

DIMENSION PLANF4

E N

PLAN

NORTH

A. FIELD VERIFY ALL DIMENSIONS IN FIELD

B. USE U.S. HERITAGE GROUP CUSTOM ROCK ISLAND

ARSENAL PHL 3.5 MORTAR FOR ALL MASONRY REPAIR

C. INSTALL DRY SPRINKLER SYSTEM WITH A NITROGEN

GENERATOR THROUGHOUT THE BUILDING, THE SYSTEM

SHALL BE DESIGNED BY A CERTIFIED FIRE PROTECTION

ENGINEER IN ACCORDANCE WITH NFPA 88A, NFPA 13, AND

UFC 3-600-01

D. CUT CONTROL JOINTS AT RIDGES AND VALLEYS OF FLOOR

SLAB AND AS INDICATED ON DRAWINGS

E. INSTALL NEW 7" THICK, 4500 PSI CONCRETE FLOOR WITH A

HEAVY-DUTY WEAR-RESISTANT BROOM FINISH

THROUGHOUT BUILDING

DIMENSION PLAN KEYNOTES

GENERAL ARCHITECTURAL NOTES

INSTALL NEW OVERHEAD COILING DOOR AND ABOVE

DOOR MICROWAVE MOTION SENSOR (BASIS OF DESIGN:

BIRCHER HERCULES 2S), PROGRAM SENSOR TO DETECT

APPROACHING VEHICLES AND IGNORE HUMAN TRAFFIC,

USE EXTENSION MOUNTING BRACKET AS REQUIRED;

INSTALL SURFACE MOUNTED COMMERCIAL 3-BUTTON

CONTROLS ADJACENT TO THE DOOR ON BOTH INSIDE

AND OUTSIDE, OUTSIDE TO BE WEATHER-RESISTANT

AND KEYED FOR SECURE ACCESS CONTROL, THE KEY

SHALL BE THE SAME FOR BOTH EAST AND WEST DOOR

CONTROLS

INSTALL TWO (2) VANDAL AND WEATHER RESISTANT

KEYPADS ON A 84" DUAL HEAD STEEL PEDESTAL (BASIS

OF DESIGN: PEDESTAL PRO 84-DSP-4-12-12) WITH

SEPARATE GOOSENECKS, KEYPADS SHALL ACTIVATE

OVERHEAD DOOR FROM THE EXTERIOR; 3-BUTTON

CONTROLS FROM THE INTERIOR

- SEE DETAIL J3/SK-1

INSTALL 6' WIDE SIDEWALK BETWEEN NEW DOOR AND

PARKING LOT, THE RUNNING SLOPE OF SIDEWALK SHALL

NOT EXCEED 1:20, LANDINGS SHALL BE SUBSTANTIALLY

LEVEL WITH A CROSS SLOPE NOT TO EXCEED 1:48 BUT

SHALL CREATE POSITIVE DRAINAGE; SAW CUT CONTROL

JOINTS AT 6' O.C.

CENTER SIDEWALK ON EXISTING PARKING STALL; ADD

DIAGONAL "NO-PARKING" STRIPING AT EXISTING STALL;

TRUNCATED DOME DETECTABLE WARNING SURFACE AT

TRANSITION FROM PARKING LOT TO SIDEWALK

EXISTING ELECTRICAL TRANSFORMER ON PAD TO

REMAIN

1/4" = 1'-0"

DOORM3

6 INSTALL MAN DOOR & FRAME IN NEW MASONRY OPENING

ELECTRICAL TRANSFORMER ON CONCRETE PAD TO

REMAIN

D U

M N o.

D U

M N o.

AS PART OF THE DESIGN-BUILD OF THE SPRINKLER

SYSTEM CREATE A ROOM TO ACCOMMODATE THE RISER

AND FIRE PUMP FOR THE SPRINKLER SYSTEM; INCLUDE

AN INSULATED HOLLOW METAL DOOR AND FRAME ON

THE EXTERIOR WALL WITH GRADE 1 STORE ROOM

LOCKSET ACCESSIBLE VIA A 4' WIDE SIDEWALK; USE

CONCRETE BLOCK FOR FOR THE WALLS AND

NON-COMBUSTIBLE ASSEMBLY FOR THE CEILING;

ENCLOSURE TO BE FIRE RATED AS REQUIRED BY

APPLICABLE BUILDING CODES

1/16" = 1'-0"

NORTH ELEVATIOND6

PILASTER

REFERENCE NE N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 NW

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

10'-5"

24'-5" ±

48'-10"±

1/16" = 1'-0"

WEST ELEVATIONA3 1/16" = 1'-0"

SOUTH ELEVATIONA6 1/16" = 1'-0"

EAST ELEVATIONA18

NW SW SW S18 S17 S16 S15 S14 S13 S12 S11 S10 S9 S8 S7 S6 S5 S4 S3 S2 S1 SEWB WA SE NEEA EB

PILASTER

REFERENCE

M3 A-501

D4 A-501

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

HARDWARE SET 1:

1 EACH EXIT DEVICE, BHMA A156.3, TYPE 3, PUSH

PAD

1 EACH OUTSIDE TRIM, BHMA A156.3, FUNCTION 08

1 EACH STRIKE, 300 SERIES STAINLESS STEEL, BHMA

A156.18, 630

3 EACH HINGES, BHMA A156.1, A51111

1 EACH SURFACE CLOSER, BHMA A156.4, PARALLEL

ARM C02061

1 EACH GASKETS, BHMA A156.22, HEAD AND JAMB,

R0E155

1 EACH DOOR SWEEP WITH RAIN DRIP, BHMA

A156.22, R5D536

1 EACH THRESHOLD, BHMA A156.21, J36100

2" 2"

100B 100C

DOOR SCHEDULE

REMARKSHDW

SET

MIN. FIRE

RATINGTYPE MAT'L

FRAME

FINISH

DOOR

No. WIDTH HEIGHT THICK TYPE MAT'L FINISH

1 -PT1HM PT1 HMA1 3/4"7'-0"3'-0" 1 a, c

GENERAL DOOR SCHEDULE

NOTES

1. DOORS TO BE FACTORY FINISHED

REMARKS

a. PROVIDE EXTERIOR METAL DOOR WITH

HALF GLASS IN COMPLIANCE WITH UFC

4-010-01, SECTION 3-11 AND A MAXIMUM

U-VALUE OF 0.63.

b. THE VERTICAL LOAD OF THE DOOR

AND OPERATOR STALL BE

SUPPORTED BY THE DOOR GUIDES

c. SEE SPECIFICATION FOR DETAILED

HARDWARE REQUIREMENTS

LEGEND

* EXISTING TO REMAIN

HM HOLLOW METAL

PT1 DARK BRONZE (SW 7048 OR SIM.)

SS STAINLESS STEEL

DOORSFRAMES

1/4" = 1'-0"

DOOR & FRAMEL8

C H

SCHED.

3' -4

C H

SCHED.

6" 6"

1 -PT1HM PT1 HMA1 3/4"7'-0"3'-0" 1 a, c

'-0

14'-0"± (FIELD VERIFY)

100A

100D * -** * ***** *

16'-0"14'-0"

1" 2 SS PT1 - SS PT1 - b, c-

XXXXXX

1/4" = 1'-0"

SIDEWALKG1

1/2" EXPANSION JOINT W/

BACKER ROD & SEALANT

P.C.C. PAVEMENT, 6"

MODIFIED SUBBASE, 6"

1.50% TARGET

1'-0" 2'-0" 2'-0" 1'-0"

PLACE 6" X 6" WELDED

WIRE FABRIC, 10

GAUGE STEEL

3" 3"

6'-0"

PLACE STEEL CHAIRS TO ELEVATE

THE WELDED WIRE MESH OFF OF

THE GROUND. THE CHAIRS SHALL

BE PLACED IN A 2' X 2' GRID.

1/4" = 1'-0"

DOORK1

ALIGN TOP OF STONE

SILL AND TOP OF

SIDEWALK

SLOPE

DOWN

13"±

VERIFY

CENTER DOOR FRAME

ON WALL

COPPER REGLET

FLASHING OVER

EXTERIOR FACE OF

STEEL ANGLE

HEAD CONDITION

THRESHOLD

6" X 3 1/2" X 3/8"

STAINLESS STEEL

ANGLE EACH SIDE OF

THE MASONRY WALL,

BOTTOM FLANGE TO

BEAR A MIN. OF 6" ON

BRICK WALL, SET

FLANGE BEARING IN

MASONRY JOINT (DO

NOT CUT BRICK)

1/4" = 1'-0"

PEDESTALJ3

EDGE OF EXISTING

DRIVE

3' -0

-0

3' -6

16"X16"

CONCRETE PIER

W/ 1/2" CHAMFER

CORNERS

1'-0"

4"X4" SQUARE

STEEL TUBE

12 X 16 STAINLESS

STEEL HOUSING

WITH INTEGRATED

KEYPAD

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

6X6 WELDED WIRE

FABRIC REINFORCING @

2" BELOW TOP OF SLAB

4" OF 3/4" CRUSHED

LIMESTONE BASE

1/4" = 1'-0"

FLOOR SLABJ5

TRENCH DRAIN

7", 4500 PSI CONC. SLAB

WITH BROOM FINISH

XXXXXXXX

UNDER SLAB

VAPOR RETARDER

1/2" PERIMETER

EXPANSION JOINT

2'-0"

R-15 EXTRUDED

POLYSTYRENE INSULATION

TYP. AT PERIMETER

HATCH KEY

APPROXIMATE AREA OF STONE

VENEER TO BE REBUILT (40 SF)

N E

C O

R N

METAL

FASCIA

(3/4" MIN.)

FULL SCALE

POINTINGA1

2.5xW

NEW MORTAR WITH

CONCAVE PROFILE

E O

F M

N R

EXISTING

MORTAR

EXISTING

MASONRY

EXISTING

MASONRY

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

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

N S

1/4" = 1'-0"

EAST ENTRY ARCHM3

1/4" = 1'-0"

ELEMENTSD4

A-501

SHEET KEYNOTES

SHEET NOTES

REBUILD BRICK CORNICE; USE EXISTING BRICKS WHEN

POSSIBLE, MATCH EXISTING IN COLOR, SIZE, AND FINISH

WHERE EXISTING BRICKS ARE NOT AVAILABLE; REMOVE

AND REPLACE METAL FASCIA AS NECESSARY TO

EXECUTE THE WORK

REBUILD BRICK VENEER OVER ARCH, REUSE EXISTING

BRICK AS MUCH AS POSSIBLE, WHERE NOT POSSIBLE

MATCH NEW BRICK TO EXISTING COLOR AND TEXTURE

STRIP, REPAIR, AND PAINT ALL WOOD LOUVERS; REMOVE

AND REPLACE SEALANT AROUND LOUVERS

REPOINT ALL EXPOSED HEAD JOINTS AT STONE SILL

A. REPOINT PILASTER BASES AND ADJACENT BRICKWORK AS

NECESSARY AT THE FOLLOWING PILASTERS: N2, N3, N5,

N7, N8, N11, N15, N17, N18, NW, WB, SE, EA

(APPROXIMATELY 250 SF OF BRICK, SEE DETAIL A1/A-501)

B. REMOVE AND REBUILD THE TOP TWO COURSES OF THE

BRICK CORNICE WHERE THE TOP COURSE HAS FALLEN

OUT OF LEVEL BY MORE THAN 1.5°; USE EXISTING BRICKS

WHEN POSSIBLE, WHERE NOT POSSIBLE MATCH EXISTING

BRICK IN COLOR, SIZE, AND FINISH; USE AVAILABLE

EXISTING BRICKS ON THE NORTH ELEVATION WITH NEW

BRICK BEING RELEGATED TO THE SOUTH ELEVATION;

REMOVE AND REPLACE METAL FASCIA AS NECESSARY TO

EXECUTE THE WORK

(APPROXIMATELY 300 LINEAR FEET OF REBUILD AND

REPAIR)

D U

M N o.

EXISTING

ELECTRICAL

PANEL

EXISTING

ELECTRICAL

TRANSFORMER

27'-0 7/8"±29'-6 3/8" 3'-3 3/8"

29'-6 3/8" 29'-6 3/8" 3'-3 3/8"

29'-6 3/8"51'-2"27'-0 7/8"

FCO OI-1

FCO

FCO FCO FCO

OPEN PARKING

VTR

EXISTING

EXTERIOR

WALL

EXISTING WOOD

LOUVER. PROVIDE

BIRDSCREEN ON

THE INSIDE

1-1/2" WIDE FLANGE TURNED

OUT. ATTACH TO WOOD

FRAME WITH LAG SCREWS.

ADDITIONAL SHEETMETAL AS

NEEDED TO FILL ARCHED

OPENING.

FULL SIZE

SHEETMETAL

PLENUM

(APPROXIMATELY

56"W X 174"H X 18"D)

48X24 TWO POSITION

DAMPER. RUSKIN

MODEL CD-60 OR EQUAL.

EXISTING

EXTERIOR

WALL

EXISTING WOOD

LOUVER. PROVIDE

BIRDSCREEN ON

THE INSIDE

1-1/2" WIDE FLANGE TURNED OUT.

ATTACH TO WOOD FRAME WITH

LAG SCREWS. ADDITIONAL

SHEETMETAL AS NEEDED TO

FILL ARCHED OPENING.

FULL SIZE

SHEETMETAL

PLENUM

(APPROX. 56"W

X 174"H X 30"D)

EF-1

EF-2

1/4" = 1'-0"

INTAKEA1

1/4" = 1'-0"

EXHAUST FANF1

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

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

D R

G S

MEP-101

1/16" = 1'-0"

ELECTRICAL PLANL6

E N

PLAN

NORTH

1/16" = 1'-0"

MECHANICAL PLANE6

ELECTRICAL NOTES

A. PROVIDE ALL NECESSARY LABOR, TOOLS AND MATERIALS

TO CLEAN, COMMISSION AND TEST THE EXISTING

TRANSFORMER LOCATED INSIDE BLDG 138 AND PROVIDE

A COPY OF THE TEST SHEET TO THE COR FOR THEIR

EVALUATION

B. REMOVE AND REPLACE THE EXISTING DISTRIBUTION

PANEL WITH A NEW 18 BREAKER PANEL WITH 200 AMP,

208V, 22KA RATED MAIN BREAKER. THE NEW

REPLACEMENT PANEL SHALL INCLUDE THE FOLLOWING

MINIATURE CIRCUIT BREAKER (MCB):

- PROVIDE TWO (2) MCB EACH 3 PHASES, 208V 20AMP

RATED EACH FOR FEEDING THE TWO EXHAUST FANS

- PROVIDE TWO (2) SINGLE PHASE, ONE POLE, 20 AMP

MCB TO FEED THE NEW TEN (10) POWER OUTLETS,

FIVE (5) OUTLETS PER POLE

- PROVIDE ONE (1) SINGLE PHASE, ONE POLE, 20 AMP

MCB TO FEED THE NEW DOOR OPENER

- PROVIDE ONE (1) SINGLE PHASE, ONE POLE, 20 AMP

MCB TO FEED THE NEW LOUVER

- PROVIDE ONE (1) SINGLE PHASE, ONE POLE, 20 AMP

MCB TO FEED THE EXISTING DOOR OPENER

- PROVIDE ONE (1) SINGLE PHASE, ONE POLE, 20 AMP

MCB TO FEED THE EXISTING LIGHTING SYSTEM

- PROVIDE FOUR (4) SINGLE PHASE, ONE POLE, 20 AMP

MCB AS SPARES

C. PROVIDE ALL NECESSARY LABOR, TOOLS, AND

MATERIALS TO INSTALL TEN NEW POWER, DOUBLE

PRONG, 20 AMP POWER OUTLETS. LOCATE NEW OUTLETS

AS INDICATED ON DRAWING L6/MEP-101.

D. THE CONTRACTOR SHALL PROVIDE AND INSTALL A NEW

WIRING SYSTEM CONSISTING OF 12AWG CONDUCTORS

(PHASE, NEUTRAL AND GROUND) ENCLOSED WITHIN 1

INCH RIGID GALVANIZED STEEL (RGS), INCLUDE PROPER

MOUNTED SUPPORTS. THE NEW WIRING SYSTEM SHALL

BE CONFIGURED TO CONNECT EVERY GROUP OF THE

OUTLETS AND ALL THE OTHER ADDITIONAL LOADS

(EXHAUSTED FANS, THE LOUVER, DOOR OPENER) TO THE

CIRCUIT BREAKERS HOUSED WITHIN THE EXISTING

ELECTRICAL PANEL BOARD. ALL WORK SHALL COMPLY

WITH THE ARTICLES 21,240, 250, 300,310 AND 344 OF THE

NATIONAL ELECTRICAL CODE (NEC) AND UFC

REQUIREMENTS.

E. PROVIDE ALL NECESSARY LABOR, TOOLS, AND

MATERIALS FOR COMMISSIONING AND TESTING THE

EXISTING GROUNDING SYSTEM AND PROVIDE A COPY OF

THE READINGS TO THE COR FOR THEIR EVALUATION. THE

CONTRACTOR SHALL FIX AND REPAIR ANY DAMAGED,

LOOSE, OR MISSING PARTS ON THE GROUND AND BOND

SYSTEM TO OBTAIN BEST GROUNDING READING (25

OHMS OR LESS). IF GROUNDING READING IS GREATER

THAN 25 OHM PROVIDE ONE (1) ADDITIONAL GROUND ROD

AND BARE GROUND CONDUCTORS CONNECTED TO THE

EXISTING GROUNDING SYSTEM.

DUPLEX RECEPTACLE OUTLET

ELECTRICAL LEGEND

MECHANICAL KEYNOTES

1 EXHAUST FAN, SEE DETAIL F1/MEP-101

2 INTAKE, SEE DETAIL A1/MEP-101

EXHAUST FAN (EF) SCHEDULE

PLAN MARK BASIS OF DESIGN MODEL

AIRFLOW

(CFM) ESP (IN WC) MOTOR

DRIVE SPEED MOUNTING

APPROX.

WEIGHT

(LBS)

REMARKS

HP VOLTS

EF-1, EF-2 COOK 36EW416D08 5825 .5 1.0 208-3-60 BELT NOTE 1 PLENUM

WALL 248 2

RETURN AIR FAN SCHEDULE NOTES:

1. PROVIDE FAN SPEED CONTROLLER FOR BALANCING.

2. PROVIDE GRAVITY SHUTTER AND MOTOR SIDE WIREGUARD.

SOW Appendix B

Sheets and Views

G-SET-G-001

G-SET-G-002

G-SET-G-003

A-101-A-101

A-501-A-501

MEP-101-MEP-101

File details come from the government source that posted it. Updated Jul 8, 2026.