Attachment 0003 - 2025-0083 Appendix B - Repair Roof B222 Annex.pdf

PDF 4 MB Posted Jul 9, 2025

Attached to: Repair Roof Building 222 Annex – Rock Island Arsenal
Solicitation number: W519TC-25-R-A015
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

About this file

Written by GovTribe AI · Jul 9, 2025

This document is a detailed architectural and engineering set of drawings for the Roof Repair Project for Building 222 at Rock Island Arsenal, project number 2025-0083, dated 05/30/2025. The comprehensive drawing set includes multiple sheets covering general notes, location maps, architectural plans, roof details, existing roof pictures, and mechanical/plumbing specifications for the roof repair project.

Key technical details include replacing the existing roof system with a new fully adhered 90 mil EPDM roof system in black color, with a 25-year manufacturer warranty. The project requires removing existing roof drains, installing new roof drains, replacing roof insulation to a minimum R-39 value, adding saddles for positive drainage, and replacing exhaust fans. The contractor must field verify existing conditions, remove the current roof system according to manufacturer instructions, and ensure proper installation of all roofing components to meet wind uplift requirements of 90 mph peak gust speed. The work will be performed by the Rock Island Arsenal Directorate of Public Works Engineering & Services Division, with design and oversight by S. Bach (Chief of Engineering) and G. Koski (Director of Public Works).

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Other files

File	Type	Posted
Attachment 0011 - Solicitation Q and A Pictures (8-4-25).pdf	PDF	Aug 5, 2025
Solicitation Amendment 2 W519TC25RA0150002 (8-5-25).pdf	PDF	Aug 5, 2025
Attachment 0010 - Solicitation Q and A (8-4-25).pdf	PDF	Aug 5, 2025
Attachment 0012 - Site Visit Attendee List (7-22-25).pdf	PDF	Aug 5, 2025
Attachment 0007 - Davis Bacon Wage Determination UPDATED (8-4-25).pdf	PDF	Aug 5, 2025
Attachment 0001- 2025-0083 - SOW UPDATED (8-4-25).pdf	PDF	Aug 5, 2025
Solicitation Amendment W519TC25RA0150001 (7-16-25).pdf	PDF	Jul 16, 2025
Attachment 0005 - 2025-0083 Appendix D - Non-Hazardous Construction and Demolition DS Form (7-16-25).xls	XLS spreadsheet	Jul 16, 2025
Attachment 0001 - 2025-0083 - SOW.pdf	PDF	Jul 9, 2025
Attachment 0008 - Bldg 222 Annex Site Visit Map.pdf	PDF	Jul 9, 2025
Attachment 0006 - 2025-0083 Submittal List.pdf	PDF	Jul 9, 2025
Attachment 0004 - 2025-0083 Appendix C - Submittal Register.pdf	PDF	Jul 9, 2025
Attachment 0007 - Davis Bacon Wage Determination.pdf	PDF	Jul 9, 2025
Attachment 0002 - 2025-0083 Appendix A - Specifications.pdf	PDF	Jul 9, 2025
Attachment 0009 - Contractor Vendor Guide.pdf	PDF	Jul 9, 2025
Solicitation - W519TC25RA015.pdf	PDF	Jul 9, 2025
Attachment 0005 - 2025-0083 Appendix D-Non Hazardous Construction and Demolition DS Form.pdf	PDF	Jul 9, 2025

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G-001

C O

S H

ROCK ISLAND ARSENAL

FY: 2025

PR NO: 2025-0083

BUILDING 222 ROOF REPAIR

DPW-SOW - APPENDIX B

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PROJECT LOCATION BUILDING 222

PARKING

PARKING PARKING

PARKING

PARKING PA

PARKING

PARKING 234

13A

7-G

108 150

362363

T186

SUBSB

SUBSC

246CPY

81320

SWITA

215B

92G1

92G2

93G2 93G1

47C

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

212 216

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

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

301FL

311SN

301301-G

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

117152

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

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SHEET

ID. TITLE OF DRAWING

G-001 COVER SHEET

GENERAL

G-002 LOCATION MAP & INDEX OF DRAWINGS

G-003

ARCHITECTURAL

PARTIAL ROOF PLANA-101

ROOF DETAILSA-501

EXISTING ROOF PICTURESA-901

MECHANICAL & PLUMBING NOTES AND SCHEDULESM-001

MECHANICAL DEMOLITION AND NEW WORK, PARTIAL FLOOR PLANM-101

SCALE: NOT TO SCALE

VICINITY MAPD1

SCALE: NOT TO SCALE

INDEX OF DRAWINGSA8

SCALE: NOT TO SCALE

BUILDING 222 LOCATION MAPA1

NORTH

SCALE: 1'= 800'

AERIAL MAP OF ROCK ISLAND ARSENALD4

NORTH

ABBREVIATIONS & GENERAL NOTES

MECHANICAL

PLUMBING & MECHANICAL DEMOLITION & NEW WORK, PARTIAL FLOOR PLANM-102

BUILDING ADDITION SECTION, DETAILSA7

RECORD DRAWINGS

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G-003

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A-000

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

SECTION MARK

A-000

ELEVATION NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

BUILDING ELEVATION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

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 SYMBOLS

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 FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND PLANS ARE NOT WARRANTED AS ACCURATE. VERIFY EXISTING CONDITIONS

THAT MAY AFFECT THE WORK PRIOR TO BID.

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

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

11. PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL WORK PER THE PRODUCT MANUFACTURER'S STANDARDS OR THE

APPLICABLE INDUSTRY STANDARDS.

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

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

14. 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.

15. PROVIDE CODE COMPLIANT, ANTI-STATIC, ANTI-MICROBIAL, FLAME RESISTANT AND HEAT REACTIVE TEMPORARY SUSPENDED POLYETHYLENE CEILING USED BELOW THE ROOF TO CAPTURE DUST AND DEBRIS THAT MIGHT DROP DURING CONSTRUCTION THAT OPENS QUICKLY IN THE EVENT OF A FIRE ALLOWING

SPRINKLERS TO ACTIVATE.

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 0600-1700, 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 INSTALLATION 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.

GENERAL DEMOLITION AND NEW WORK

1. GENERAL NOTES ARE APPLICABLE TO THE BASE BID ALONG WITH ANY AWARDED BID

OPTIONS.

2. 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.

3. THE CONTRACTOR MAY INSTALL A CHUTE ON THE SIDE OF THE BUILDING TO FACILITATE

DEMOLITION. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE STRUCTURAL

SUPPORT AND INTEGRITY OF THE CHUTE.

4. 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.

5. THE CONTRACTOR WILL BE GRANTED ACCESS THROUGH THE GATE NEAR THE SOUTHWEST

CORNER OF BUILDING 230. CRANES MAY BE SETUP TEMPORARILY FOR THE DELIVERY

MATERIALS, EQUIPMENT, AND/OR DEMOLITION. CRANES MUST BE MOVED AFTER THE

DELIVERY OF MATERIALS OR REMOVAL OF DEMOLISHED ITEMS.

6. THE CONTRACTOR SHALL COORDINATE CRANE USAGE 2 WEEKS IN ADVANCE WITH THE

C.O.R.

7. JMTC WILL REQUIRE ACCESS TO BUILDING 222. THE CONTRACTOR SHALL MOVE MATERIALS

AND/OR EQUIPMENT UPON CUSTOMER REQUEST.THE CONTRACTOR SHALL NOT BLOCK

DOORS OR ENTRY POINTS.

8. THE CONTRACTOR CAN MAKE REQUESTS IN ADVANCE TO BLOCK ENTRANCES, BUT THESE

MAY NOT BE GRANTED.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE JOB SITE. SEE SPECIFICATIONS

FOR DETAILS. THIS INCLUDES INTERIOR AREAS SUBJECT TO FALLING DEBRIS FROM

ROOFING ACTIVITIES.

10. THE CONTRACTOR SHALL REPLACE ALL ROOFING INSULATION. PROVIDE ADDITIONAL

INSULATION AS REQUIRED TO INSTALL SADDLES FOR POSITIVE DRAINAGE AND MEET THE

NRCA NO ROOF PONDING DEFINITION.

11. CONTRACTOR SHALL DISABLE THE EXISTING ROOF SYSTEM ACCORDING TO THE

MANUFACTURER'S INSTRUCTIONS.

12. UNLESS INDICATED OTHERWISE IN PLANS OR SPECIFICATIONS THE CONTRACTOR SHALL

USE MANUFACTURER'S STANDARD DETAILS AND PRODUCTS ACCEPTABLE FOR USE WITH A

25 YEAR WARRANTY SYSTEM.

13. THE CONTRACTOR'S CONSTRUCTION WARRANTY FOR LABOR AND MATERIALS SHALL BE NO

LESS THAN 3 YEARS FROM DATE OF PROJECT COMPLETION.

14. PROVIDE A MINIMUM 4" FACE FOR GENERAL METAL FLASHING AND COUNTER FLASHING.

15. SEAM TAPE SHALL BE A MINIMUM OF 6" WIDE.

16. DETAILS OUTLINE GENERAL REQUIREMENTS OF THE PROJECT. THE PLANS DO NOT INDICATE

ALL DETAILS REQUIRED TO PRODUCE A WATER TIGHT SYSTEM. ALL DETAILS USED ON THIS

PROJECT SHALL BE SUBMITTED FOR REVIEW.

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

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

MATL 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

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/ 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

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

XXXX

X# X-###

SCALE

VIEW TITLEA3

X# X-###

G E

EF-222-R-10

SLOPE

D N

SLOPE

0.5:12

EF-222-R-11

OAI-1

OAI-2

G E

SLOPESLOPE

0.5:12

NOT IN CONTRACT

18'-8" 18'-8" 18'-8" 18'-8"

±80'-6"

3'-6"2'-4" 2"

-0

'-2

'-0

'-2

1' -1

0" 1'

-1 0"

E7 A-901

C7 A-901

C7 A-903

E1 A-901

A7 A-901

A4 A-901

B1 A-901

B3 A-901

E5 A-901

C4 A-903

2 9

NOT IN CONTRACT FOR ROOF REPAIR

R O

O F

O O

A-101

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

-0

B Y:

D R

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

R O

O F

T-

-0

-H O

B Y

-D

E N

C H

D B

0 5' 10' 20' 1/8" = 1'-0"

KEYNOTES

REMOVE EXISTING ROOF DRAINS AND OVERFLOW DRAINS, FURNISH AND

INSTALL NEW ROOF DRAINS, CAST IRON DOME, OVERFLOW DRAINS AND

PIPES TO MEET CURRENT PLUMBING CODE. SEE PLUMBING DRAWING FOR

MORE DETAILS.

EXISTING EQUIPMENT TO REMAIN, DISCONNECT UTILITIES AND CONTROLS

AS REQUIRED TO ALLOW THE UNIT TO BE RAISED FOR THE INSTALLATION OF

THE NEW ROOFING. RECONNECT AFTER ROOFING IS COMPLETED. FLASH

AND COUNTER FLASH AS REQUIRED.

REMOVE AND DISPOSED EXISTING UNUSED VENTS (2-5" STD WPB AND ± 1/2"

STD) PATCH METAL ROOF DECK. APPLY ROOFING SYSTEM OVER THE

PATCHED AREA.

EXISTING PLUMBING VENT TO REMAIN, EXTEND AS REQUIRED. FLASH

ACCORDING TO THE ROOF MANUFACTURER. PROVIDE SUPPORT BRACKET.

REMOVE AND REPLACE ROOF SCUTTLE WITH ALUMINUM INSULATED ROOF

CAP, PROVIDE SAFETY RAILS AS REQUIRED PER OSHA. SIZE

APPROXIMATELY 30"x36".

REMOVE AND DISPOSE EXISTING UNUSED EXHAUST VENT, MOUNTING

FRAME, AND CURB. DISCONNECT AND REMOVE ALL ±24" Ø PIPING BELOW

THE ROOF DECK AND UTILITIES BACK TO THE SOURCE. PATCH EXISTING

OPENINGS AFTER EQUIPMENT REMOVAL. PATCH WALL 8" CONCRETE

MASONRY UNITS, 2-HRS FIRE RATING WITH ALIKE MATERIAL, PAINT. APPLY

NEW ROOF SYSTEM OVER ROOF DECK. COORDINATE WITH THE C.O.R. PRIOR

TO ANY UTILITY AND EQUIPMENT REMOVAL UNDER THE ROOF DECK.

DEMOLISH EXISTING AND FURNISH NEW RUBBER ROOF WALK PADS ±30"x30"

ACCORDING TO THE ROOF MANUFACTURER.

REMOVE AND REPLACE EXISTING PARAPET METAL COPING. SYSTEM TO BE

LIGHT GAUGE GALVANIZED OR STAINLESS STEEL TO MATCH EXISTING.

PROVIDE NEW DISCONNECT FOR ROOF MOUNTED EXHAUST EQUIPMENT

ACCORDING TO THE NATIONAL ELECTRICAL CODE. COOK EQUIPMENT,

MODEL 490R11B 490 ACRU. ELECTRICAL INFO: INPUT VOLTAGE: 460v/3/60, 50Hp

NORTH

BLDG 222 ROOF KEY PLAN

SCALE: N.T.S.SCALE:1/8"=1'-0"

PARTIAL ROOF PLAN - BLDG 222 ANNEXA1

NORTH

GENERAL NOTES

1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES FOR

CLARIFICATIONS PRIOR TO ANY WORK.

2. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

3. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

4. REMOVE ROOF DRAINS AND REPLACE WITH NEW.

5. SLOPE CRICKET AT 1/8" PER INCH MIN. TOWARD ROOF DRAINS.

6. PROVIDE A MINIMUM 4" FACE FOR GENERAL METAL FLASHING AND COUNTER

FLASHING.

7. SEAM TAPE SHALL BE A MINIMUM OF 6" WIDE.

8. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

9. THE CONTRACTOR SHALL REPLACE THE EXISTING ROOF SYSTEM WITH A

NEW FULLY ADHERE 90 MIL EPDM ROOF SYSTEM BLACK COLOR WITH

MANUFACTURER'S 25 YEARS WARRANTY. THE ROOFING SYSTEM SHALL

INCLUDE ALL THE NECESSARY MANUFACTURER APPROVED COMPONENTS

FOR A COMPLETE AND USABLE WATERPROOF ROOFING SYSTEM.

10. APPLY MANUFACTURER'S APPROVED FASTENING SYSTEM TO INSULATION

BOARD AND COVER BOARD TO WARRANTY THE ROOF SYSTEM FOR WINDS

OF PEAK GUST SPEED AT 90 MPH CALCULATED AT TEN METERS ABOVE

GROUND. BASE WIND UPLIFT MEASUREMENTS ON A DESIGN WIND SPEED OF

115 MPH IN ACCORDANCE WITH ASCE 7-16.

11. THE CONTRACTOR SHALL REPLACE ALL ROOFING INSULATION WITH R-39

MINIMUM VALUE, POLYISOCYANURATE (POLYISO) INSULATION BOARD WITH

MINIMUM OF 25 PSI COMPRESSIVE STRENGTH. PROVIDE ADDITIONAL

INSULATION AS REQUIRED TO INSTALL SADDLES FOR POSITIVE DRAINAGE

AND MEET THE NRCA NO ROOF PONDING DEFINITION.

17 18 19 20 21 22

WORK LOCATION

TAPERED DRAIN

SINGLE PLY SEALING MASTIC

INSULATION TAPERED 18" Ø

(457 mm) AROUND DRAIN

EPDM NON REINFORCED

MEMBRANE ADHERED

CUT HOLE THROUGH MEMBRANE

AT LEAST THE SAME DIAMETER

AS THE ROOF DRAIN PIPE-TYP.

1/2" ( 13 mm) MIN.

NTS

ROOF DRAIN A1

MANUFACTURER APPROVED FASTENER

AND PLATE 12" (304 mm)

O.C. MAX. PENETRATION

DEPENDANT ON DECK

MATERIAL(S). SEE SPECS FOR

FURTHER INFORMATION

EPDM MEMBRANE

ADHERED MECHANICALLY FASTENED

EPDM MEMBRANE

ADHESIVE (FOR ADHERED

SPECIFICATIONS ONLY)

NEW INSULATION / COVER BOARD

APPROPRIATE FASTENERS AT 12" (304 mm) O.C.

EXISITNG DECK

EQUIPMENT FLASHING

APPROPRIATE GROMMETED

FASTENERS THROUGH COUNTER

FLASHING APPROXIMATELY 12" (304 mm) O.C. (IF REQUIRED)

2 X 4 WOOD NAILER

APPROVED SUBSTRATE

COUNTERFLASHING SKIRT

PREFABRICATED METAL CURB

EPDM MEMBRANE ADHERED TO

CURB WITH APPROVED MEMBRANE

ADHESIVE.

8" M

NOTES:

1. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION

INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL.

2. EPDM TAPE PRIMER OR SINGLE PLY MEMBRANE PRIME (LOW VOC) MUST BE APPLIED ON ALL SURFACES COMING INTO CONTACT WITH EPDM PEEL & STICK PRODUCTS. ROLL MEMBRANE WITH HAND ROLLER UNDER PRESSURE

AT SEAM IN ACCORDANCE WITH THE EPDM INSTALLATION GUIDE.

3. 1/8" TO 1/4" OF EPDM SEAM TAPE MUST BE EXPOSED ALONG ENTIRE LENGTH OF ALL SEAMS.

4. HEIGHT OF CURB TO BE ADJUSTED WITH NAILERS. IT IS PREFERRED TO RAISE CURB ONTO NAILERS TO EXTEND

FLASHING HEIGHT.

EPDM 3" SEAM TAPE

WITH 1/8" TO 1/4" EXPOSED

EPDM TAPE PRIMER

SEE NOTE 2

ALTERNATE CURB FLASHING

METHOD IS TO USE EPDM

PRE-TAPED CURB FLASHING 18" & 24"

NTS

PARAPET COPING A6

NOTES:

1. ALL BOLTS OR CLAMPS MUST BE IN PLACE

TO PROVIDE CONSTANT COMPRESSION

ON WATER CUT-OFF MASTIC.

2. REMOVE EXISTING LEAD, FLASHING

MATERIAL & ENSURE THE DRAIN RING IS

COMPLETELY CLEAN DOWN TO BARE

METAL.

3. HPX FASTENERS AND POLYMER SEAM

PLATES ARE REQUIRED OVER STEEL

DECKS.

4. THE HOLE IN THE MEMBRANE SHALL

EXCEED THE DIAMETER OF THE DRAIN

PIPE, BUT SHALL BE NO LESS THAN 1/2"

(1.5cm) FROM THE ATTACHMENT POINTS

OF THE DRAIN CLAMPING RING.

5. ROOF DRAIN SIZE AND NUMBER OF

DRAINS SHALL BE IN ACCORDANCE WITH

THE LOCAL CODES.

6. PLEASE SEE SINGLE PLY FLASHING

SPECIFICATIONS FOR A FULL

DESCRIPTION OF INSTALLATION

INSTRUCTIONS AND REQUIREMENTS

WHICH ARE CONSIDERED A PART OF THIS

DETAIL.

7. NO SEAMS OR FOLDS UNDER THE

CLAMPING RING.

NOTE:

1. MEMBRANE MUST BE EXTENDED AT CORNERS TO

PROVIDE COMPLETE COVERAGE OF THE TOP WALL

SURFACE.

COPING COVER -

12'-0" MAX LENGTHS

20 GA OR 24 GA GALVANIZED

ANCHOR CLIPS

6 ' O.C. OR SPACING

DETERMINATE BY MANUFACTURER

CONCEALED SPLICE PLATE

AT EACH JOINT OF COPING

HEX-HEAD FASTENERS

EPDM ROOF MEMBRANE

EPDM MEMBRANE ADHESIVE O

C E

. 1 2"

. T

D E

E M

. 2

1 4" M

. 1

2" M

. T

N 3" (76 mm)

MIN.

3" (76 mm)

MIN.

EXISTING DECK

INSULATION / COVER BOARD

EXISTING DECK

INSULATION / COVER BOARD

APPROVED FASTENER AND PLATE

MINIMUM OF (4) FASTENERS AROUND

VENT PIPE PENETRATION DEPENDANT

ON DECK MATERIAL(S). SEE

SPECIFICATIONS FOR FURTHER

INFORMATION

SINGLE PLY LVOC CAULK

(AT TOP OF CLAMP)

SHEET METAL RAIN COLLAR PER SMACNA OR

NRCA FASTENED TIGHT AROUND PIPE WITH PIPE STRAP

SINGLE PLY SEALING MASTIC

SINGLE PLY LVOC CAULK (AT TOP OF

CLAMP (SLOPED TO SHED WATER)

SINGLE PLY SEALING MASTIC

(BETWEEN PIPE AND NECK OF BOOT)

EPDM PEEL & STICK PIPE BOOT

S.S. CLAMP AND SCREW

EPDM MEMBRANE ADHERED

EPDM TAPE PRIMER

SEE NOTE 4

EPDM 6" PEEL & STICK

FLASHING TARGET PATCH

EPDM MEMBRANE ADHESIVE

SINGLE PLY LVOC CAULK

1. EPDM MEMBRANE MUST BE CLEANED, THEN PRIMED ON TOP OF MEMBRANE AT SEAM

TAPE WITH JM EPDM TAPE PRIMER. ROLL MEMBRANE WITH ROLLER UNDER PRESSURE

AT PEEL & STICK SEAM TAPE OVER EPDM FLASHING.

2. EPDM TAPE PRIMER OR SINGLE PLY MEMBRANE PRIMER (LOW VOC) MUST BE APPLIED

ON ALL SURFACES COMING INTO CONTACT WITH PEEL & STICK FLASHING ROLL

MEMBRANE WITH HAND ROLLER UNDER PRESSURE AT FLASHING.

3. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF

INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART

OF THIS DETAIL.

NOTES:

3" 3"

PIPE BOOT PLAN VIEW

PEEL & STICK PIPE BOOT

BOTTOM FLANGE UNDER

TARGET PATCH

SINGLE PLY LVOC CAULK

AROUND ALL EDGES OF EPDM

PEEL & STICK FLASHING

TARGET PATCH

MIN.

RADIUS

CORNERS

EPDM PEEL & STICK TARGET

PATCH INSTALLED

USING TWO PIECES OF 12" EPDM

PEEL & STICK FLASHING CUT A

ROUND PIPE BOOT AND

OVERLAPPED 3" AS SHOWN

NTS

PIPE FLASHINGD5

NOTES:

1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR THE MOST

CURRENT INFORMATION.

2. EPDM MEMBRANE MUST BE CLEANED, THEN PRIMED ON TOP OF

MEMBRANE AT SEAM TAPE WITH JM EPDM TAPE PRIMER. ROLL

MEMBRANE WITH ROLLER UNDER PRESSURE AT PEEL & STICK

SEAM TAPE OVER EPDM FLASHING.

3. EPDM TAPE PRIMER OR SINGLE PLY MEMBRANE PRIMER (LOW

VOC) MUST BE APPLIED ON ALL SURFACES COMING INTO

CONTACT WITH PEEL & STICK FLASHINGS. ROLL MEMBRANE WITH

HAND ROLLER UNDER PRESSURE AT FLASHING.

3" (7 6 mm)

PIPE PENETRATION

EPDM PRE-MOLDED PIPE FLASHING

ROOF SLOPE

12" EPDM PEEL & STICK

FLASHING TARGET PATCH

12" EPDM PEEL & STICK

FLASHING TARGET PATCH

CONTINUOUS BEAD OF

SINGLE PLY LVOC CAULK

NTS

CURB FLASHING D1

EPDM MEMBRANE

ADHESIVE

STRAINER

CLAMP RING

DRAIN PIPE

R O

O F

A-501

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

-0

B Y:

D R

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

R O

O F

T-

-0

-H O

B Y

-D

E N

C H

D B

PRELIMINARY2

G R

O O

G . 2

A-901

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

-0

B Y:

D R

B Y:

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

R O

O F

T-

-0

-H O

B Y

-D

E N

C H

D B

SCALE: N.T.S.

EAST FACADE - BLDG 222 ANNEXE7

SCALE: N.T.S.

SOUTH FACADE - BLDG 222 E1

NOT IN CONTRACT FOR ROOF MEMBRANE WORK LOCATION

ANNEX

SCALE: N.T.S.

SOUTH VIEW - ROOF EQUIPMENTC7

SCALE: N.T.S.

WEST VIEW - ROOF EQUIPMENTA7

SCALE: N.T.S.

VENTSB3SCALE: N.T.S.

EXHAUST VENTB1

SCALE: N.T.S.

EXHAUST VENTE5

SCALE: N.T.S.

ROOF SCUTTER - SOUTHWESTA4

SCALE: N.T.S.

EAST VIEW- ROOF EQUIPMENTC4

M-001

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

-0

B Y:

I, P.

D R

B Y:

I, P.

D B

.K O

I, D

R O

W O

C H

, C H

O F

R O

C K

N D

A R

O O

F R

C T-

-0

N G

N O

-H O

B Y

-D

E N

C H

D B

KEYNOTES

1 REPLACE THE EXISTING EXHAUST FAN. REFER TO THE EXHAUST FAN SCHEDULE.

CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE EXISTING ROOF CURB PRIOR TO

ORDERING THE REPLACEMENT FAN. EXTEND POWER WIRING AS REQUIRED TO THE

DISCONNECT SWITCH ON THE NEW FAN. BOLT THE FAN TO THE EXISTING CURB.

REPLACE EXISTING ROOF DRAIN. REFER TO THE PLUMBING FIXTURE SCHEDULE.

CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE EXISTING STORM PIPING PRIOR TO

ODERING THE REPLACEMENT ROOF DRAIN. CONNECT THE NEW ROOF DRAIN TO THE

EXISTING PIPING.

REMOVE THE EXISTING ROOF DRAIN AND PIPING TO THE LAST CONNECTION POINT TO THE

MAIN STORM PIPING. CAP THE EXISTING PIPING. INSTALL A NEW OVERFLOW ROOF DRAIN AND

CONNECT TO THE NEW STORM PIPING.

NEW OVERFLOW STORM PIPING THROUGH THE ROOF TRUSSES.

EXISTING FLOOR ELEVATION IS 102'0".

PLUMBING EQUIPMENT SCHEDULE

PLAN TAG DESCRIPTION BASIS OF DESIGN

MANUFACTURER

DSO-1

DOWNSPOUT COVER WITH HINGED PERFORATED

COVER, FABRICATED POLISHED BRASS. REFER TO

THE DRAWINGS FOR SIZING.

SMITH MFG CO. 1775

RD-1

ROOF DRAIN: CAST IRON BODY WITH ADJUSTABLE

EXTENSION SLEEVE, REVERSIBLE COLLAR,

FLASHING CLAMP, AND CAST IRON DOME. REFER

TO THE DRAWINGS FOR SIZING.

SMITH MFG CO. 1010

RD-2

WATER DAM TYPE ROOF DRAIN: CAST IRON BODY

WITH ADJUSTABLE EXTENSION SLEEVE,

REVERSIBLE COLLAR, COMBINED FLASHING

CLAMP AND WATER DAM, AND CAST IRON DOME.

REFER TO THE DRAWINGS FOR SIZING.

SMITH MFG CO. 1045

POWER ROOF EXHAUSTER (PRE) SCHEDULE

PLAN MARK BASIS OF DESIGN MODEL CFM ESP (IN WC) MOTOR DRIVE /

SPEEDS USAGE REMARKS

HP VOLTS PHASE CYCLE

EF-222-R-1

EF-222-R-2

EF-222-R-3

EF-222-R-4

COOK ACRU-B

330R6B 6400 0.25 0.75 480 3 60 BELT GENERAL

EXHAUST 1,2

EF-222-R-7

EF-222-R-8

EF-222-R-9

COOK ACRU-B

490R9B 12,950 0.25 2 480 3 60 BELT GENERAL

EXHAUST

1,2

POWER ROOF EXHAUSTER SCHEDULE NOTES:

1. PROVIDE WITH GRAVITY BACKDRAFT DAMPER.

2. PROVIDE WITH INTEGRAL DISCONNECT SWITCH.

M-101

D M

O R

R P

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

-0

B Y:

I, P.

D R

B Y:

I, P.

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

R O

O F

T-

-0

-H O

B Y

-D

E N

C H

D B

1 2 3 4 5 6 7 8 9 10 11

EF-222-R-1

SEE KEYNOTE 1

EF-222-R-2

SEE KEYNOTE 1

EF-222-R-3

SEE KEYNOTE 1

EF-222-R-4

SEE KEYNOTE 1

EF-222-R-7

SEE KEYNOTE 1

EF-222-R-8

SEE KEYNOTE 1

C O

N U

N S

M -1

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

1/8" = 1'0"

M-102

D M

O R

R P

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

-0

B Y:

I, P.

D R

B Y:

I, P.

D B

. K O

I, D

R O

W O

, C H

O F

C K

N D

A R

R O

O F

T-

-0

-H O

B Y

-D

E N

C H

D B

12 13 14 15 16 17 18 19 20 21 22

EF-222-R-9

SEE KEYNOTE 1

RD-1 - SEE

KEYNOTE 2

RD-1 - SEE

KEYNOTE 2

RD-2 - SEE

KEYNOTE 3

RD-2 - SEE

KEYNOTE 3

RD-2 - SEE

KEYNOTE 3

RD-2 - SEE

KEYNOTE 3 RD-1 - SEE

KEYNOTE 2

RD-1 - SEE

KEYNOTE 2

4" ST PIPE AT 1/4" PER FT

THROUGH TRUSSES

6" ST PIPE AT 1/4" PER FT

THROUGH TRUSSES

4" ST PIPE AT 1/4" PER FT

THROUGH TRUSSES

6" DSO-1

ELEV. ± 147'3"

4" DSO-1

ELEV. ± 147'3"

4" DSO-1

ELEV. ± 147'3"

4" ST PIPING AT 1/4" PER FT

THROUGH TRUSSES

4" ST PIPING AT 1/4" PER FT

THROUGH TRUSSES

SEE KEYNOTE 5

FOR FLOOR ELEVATION

C O

N U

N S

M -1

AutoCAD SHX Text 147'3"

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

1/8" = 1'0"

Sheets and Views

G-001

2025-0083 G-002.pdf

Sheets and Views

G-002

2025-0083 G-003.pdf

Sheets and Views

G-003

2025-0083 A-101.pdf

Sheets and Views

A-101

2025-0083 A-501.pdf

Sheets and Views

A-501

2025-0083 A-901.pdf

Sheets and Views

A-901

M-001.pdf

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Model

M-101.pdf

Sheets and Views

Model

M-102.pdf

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Model

2025-0083 G-001.pdf

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G-001

File details come from the government source that posted it. Updated Jul 9, 2025.