B08 - Attachment 0003 - 2024-241 Appendix B - Building 208 Repair Roof.pdf

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

C T

N

O

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

R O

K

I S

L A

A

S

E N

A L

D I R

E C

T O

R A

E

F

P

U B

L

W

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

B

Y

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

G

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

P

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

G-001

C O

V E

R

S

H E

E T

ROCK ISLAND ARSENAL

FY: 2024

PR NO: 2024-0241

PROJECT:

BUILDING 208 ROOF REPAIR

APPENDIX B

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 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

HG IF J

BA C D E

K

1 2 3 4

SHEET

ID.

TITLE OF DRAWING

G-001 COVER SHEET

GENERAL

G-002 LOCATION MAP, INDEX OF DWGS & CONST. PHASE MAP

G-003

ARCHITECTURAL

ABBREVIATIONS & GENERAL NOTES

ROOF PLAN BLDG 208 ROOF SECTION "H"A-101

A-103

EXISTING ROOF PICTURES

A-104

ROOF PLAN BLDG 208 ROOF SECTION "I" A-102

SCALE: NOT TO SCALE

VICINITY MAP

D1

SCALE: NOT TO SCALE

INDEX OF DRAWINGS

A8

SCALE: NOT TO SCALE

BUILDING 208 LOCATION MAP

A1

NORTH

SCALE: NOT TO SCALE

AERIAL MAP OF ROCK ISLAND ARSENAL

D4

NORTH

PROJECT LOCATION

BUILDING 208

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

G-002

L O

C A

T I O

N

A

M

D E

X

O

F

D

R A

W I N

G S

NOT IN

CONTRACT

SCALE: NOT TO SCALE

BUILDING 208 CONSTRUCTION PHASE MAP

A5

NORTH

PHASE 1: BASE BID: (±103,454 SQ.FT.)

-REPAIR ROOF SECTION "B", "H", AND "I"

-REPAIR ROOF EXPANSION JOINTS, 2,3 AND 4.

PHASE 2: BID OPTION 1: (±87,889 SQ.FT.)

-REPAIR ROOF SECTION "C", "D", "E" AND "J"

-REPAIR ROOF EXPANSION JOINTS, 3 AND 4

PHASE 3: BID OPTION 2: (±52,156 SQ FT.)

-REPAIR ROOF SECTION "A", "F", AND "G"

-REPAIR ROOF EXPANSION JOINT 1.

LOW ROOF

NOT IN

CONTRACT

ROOF

EXPANSION

JOINTS

A-105

A-501

A-502

A-503

A-504

A-901

A-902

A-903

EXISTING ROOF PICTURES

EXISTING ROOF PICTURES

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF PLAN BLDG 208 ROOF SECTION "B"

ROOF PLAN BLDG 208 ROOF SECTION "G"

ROOF PLAN BLDG 208 ROOF SECTION "A", "F", & "G"

ROOF PLAN BLDG 208 ROOF SECTION "D" & "E"

ROOF PLAN BLDG 208 ROOF SECTION "J" AND PICTURES

ROOF DETAILS A-505

A-106

A-107

PLUMBING

PLUMBING GENERAL NOTES, KEYNOTES & EQUIPMENTP-001

PLUMBING DEMOLITION PARTIAL ROOF PLAN A, B, F, & GP-101

PLUMBING DEMOLITION PARTIAL ROOF PLAN C, D, H, & IP-102

PLUMBING DEMOLITION PARTIAL ROOF PLAN D, E, I, & JP-103

PLUMBING NEW WORK PARTIAL ROOF PLAN A, B, F, & GP-104

PLUMBING NEW WORK PARTIAL ROOF PLAN C, D, H, & IP-105

PLUMBING NEW WORK PARTIAL ROOF PLAN D, E, I, & JP-106

RECORD DRAWING

SUPERSTRUCTURE- ROOF BEAMS & UPPER COLUMNSB208-A14

AutoCAD SHX Text

AVENUE

AutoCAD SHX Text

RODMAN

AutoCAD SHX Text

BAUMBECK AVENUE

AutoCAD SHX Text

HILLMAN ST.

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

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

AutoCAD SHX Text

AutoCAD SHX Text

MILES

AutoCAD SHX Text

KENTUCKY

AutoCAD SHX Text

ROCK ISLAND

AutoCAD SHX Text

ARSENAL

AutoCAD SHX Text

BETTENDORF

A-000

XX

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

APPROVAL. CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER.

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

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

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

19. 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.

20. 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.

21. 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.

22. 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.

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

JURISDICTION.

24. THE CONTRACTOR SHALL COMPLY WITH INSTALLATION POLICIES AND PROCEDURES.

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

AGENCIES.

26. 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.

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

28. 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.

29. 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.

30. 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.

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

NIC 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

T

R

U

PLAN

NORTH

XXX

X

X#

X-###

SCALE

VIEW TITLE

A3

X#

X-###

G-003

A B

B R

E V

I A

T I O

N S

S

Y M

B O

D

G E

N E

R A

L

S

H E

T

E S

GENERAL DEMOLITION / REPAIR NOTES

1. 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.

2. DUMPSTER CAN BE LOCATED ALONG THE BUILDING DURING WORKING HOURS UPON REQUEST. THE CONTRACTOR SHALL

MAKE A REQUEST IN WRITING TO THE C.O.R. AT LEAST TWO WEEKS PRIOR TO THE REQUIREMENT. DUMPSTER MUST

COMPLY WITH UFC 4-010-01 DoD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDING. DUMPSTER WILL BE EMPTY EACH

TIME THEY ARE PLACED NEAR BUILDINGS AT THE START OF THE WORKING DAY. DUMPSTER WILL BE MOVED AWAY FROM

THE BUILDING AT THE END OF EACH WORKING DAY. THE C.O.R. WILL DETERMINE THE DUMPSTER STORAGE LOCATION AT

THE END OF THE WORK DAY.

3. THE CONTRACTOR SHALL COORDINATE CRANE USAGE TWO WEEKS IN ADVANCE WITH THE CONTRACTING OFFICER

REPRESENTATIVE.

4. THE CONTRACTOR SHALL BE GRANTED ACCESS ALONG THE DRIVE AT THE NORTH OF BUILDING 208. CRANES MAY BE SETUP

TEMPORARILY FOR THE DELIVERY OF MATERIALS, EQUIPMENT, AND /OR DEMOLITION.THE CONTRACTOR SHALL NOT BLOCK

DOOR OR ENTRY POINTS. CRANE MUST BE MOVED AFTER THE DELIVERY OF MATERIALS OR REMOVAL OF DEMOLISHED

ITEMS.

5. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY AND OCCUPATIONAL CODE REQUIREMENTS INCLUDING, ANSIA10.32

PERSONAL FALL PROTECTION, EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS, 29 CFR 1910 OCCUPATIONAL SAFETY AND

HEALTH STANDARDS, AND 29 CFR 1926.500 FALL PROTECTION.

6. CONTRACTOR SHALL PROVIDE SAFETY BARRIERS AND OVERHEAD PROTECTION AT DOORS AND OTHER SAFETY EQUIPMENT

TO INSURE SAFE INGRESS AND EGRESS TO THE BUILDING FOR JMTC EMPLOYEES.

7. THE CONTRACTOR CAN MAKE REQUESTS IN ADVANCE TO BLOCK ENTRANCE, BUT THESE MAY NOT BE GRANTED.

8. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE JOB SITE. SEE SPECIFICATIONS FOR DETAILS. THIS INCLUDES

INTERIOR AND EXTERIOR AREAS SUBJECT TO FALLING DEBRIS FROM ROOFING ACTIVITIES.

9. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER IF ANY SUSPECTED

HAZARDOUS MATERIAL NOT COVERED IN THE SPECIFICATION, DRAWINGS, OR ENVIRONMENTAL REPORT IS DISCOVERED

DURING CONSTRUCTION. HANDLE AND DISPOSE OF HAZARDOUS MATERIAL IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS.

10. THE CONTRACTOR SHALL PROTECT THE ASPHALT AND DISTRIBUTE HEAVY POINT LOADS. IF THE CONTRACTOR DAMAGES

THE ASPHALT, REPAIRS WILL BE PERFORMED IN ACCORDANCE WITH THE UFC 3-270-01 ASPHALT MAINTENANCE AND REPAIR.

DEPENDING UPON SEVERITY OF DAMAGES REPAIRS WILL BE IN ACCORDANCE WITH FULL DEPTH, PARTIAL DEPTH AND/OR

PATCHING.

11. UNLESS INDICATED OTHERWISE IN PLANS OR SPECIFICATIONS THE CONTRACTOR SHALL USE MANUFACTURER'S STANDARD

DETAILS AND PRODUCTS ACCEPTABLE FOR USE WITH 25 YEAR WARRANTY SYSTEM.

12. THE CONTRACTOR'S CONSTRUCTION WARRANTY FOR LABOR AND MATERIALS SHALL BE NO LESS THAN 3 YEARS FROM

DATE OF PROJECT COMPLETION.

13. 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.

PICTURE TAG

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

(ALL PHASES / BID OPTIONS)

X#

X-###

DNDN

DNDN

DNDNDNDNDN

DN

DN

DNDN

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

RIDGE

MAU-1 AHU 7

60x60

60x60

60x60

240x240

RIDGERIDGERIDGE

EF #15

EF #16

EF #10

DN

C5

A-901

±2'-2"

EXPANSION JOINT

SYSTEM # 2

±240'-0"

ROOF AREA TO BE REPLACED

±2'-2"

EXPANSION JOINT

SYSTEM # 3

R O

E

A

T

O

B

E

R

E P

L A

C E

D

A1

A-502

±23'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

T Y

P

20'-0" ±17'-0"

T Y

P

HG IF J

BA C D E

K

P A

R T

I A

L

R

O O

F

P

L A

N

B L

O

F

S

E C

T I O

N

H

A-101

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

0 10' 20' 40'

1/16" = 1'-0"

PHASE 1 - BASE BID KEYNOTES

REMOVE EXISTING ROOF DRAINS, PATCH ROOF METAL DECK AND APPLY

ROOFING SYSTEM OVER PATCHED AREA. FURNISH AND INSTALL NEW ROOF

DRAINS, CAST IRON DOME AND 4'x4' SLOPED TAPERED POLYISO SUMP.

REFER TO PLUMBING DRAWINGS. SEE DETAILS ON A-501 AND A-505

REMOVE, REPLACE, AND RESEAL BASE FLASHING AND COUNTER FLASHING

ALONG THE PARAPET WALL, AT MECHANICAL EQUIPMENT AND ALL DUCTS,

VENTS, ETC IN THE AREA INDICATED. SEE SHEET A-501 FOR DETAILS.

TIE-IN TO EXISTING EPDM MEMBRANE. SEE SHEET A-502 FOR DETAILS.

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

ACCORDING TO THE ROOF MANUFACTURER.

EXISTING ROOF TO ROOF ± 2" EXPANSION JOINT CURB TO REMAIN. FURNISH

AND INSTALL A NEW EXPANSION JOINT SYSTEM ACCORDING TO THE ROOF

MANUFACTURER. SEE SHEET A-502 FOR DETAILS.

REMOVE AND REPLACE EXISTING WATER DAMAGED ROOF CURB, IN

EXISTING EXPANSION JOINTS AND SURROUNDED METAL DECK.

APPROXIMATELY 80 L.F. SEE SHEET A-502 FOR DETAILS.

EXISTING GAS PIPING TO REMAIN. PROVIDE NEW PIPE FLASHING AND

MISSING PIPE SUPPORT PEDESTALS ACCORDING THE ROOFING

MANUFACTURER.

EXISTING EQUIPMENT TO REMAIN. DISCONNECT GAS, ELECTRICAL 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. SEE A-501 & A-503

EXISTING ROOF TOP UNIT WITH 20'x20' ROOF CURB. DISCONNECT GAS, ELECTRICAL AND CONTROLS AS REQUIRED TO ALLOW THE UNIT TO BE

RAISED FOR THE INSTALLATION OF THE NEW ROOFING. RECONNECT AFTER

ROOFING IS COMPLETED.

EXISTING VENTS TO REMAIN, EXTEND AS REQUIRED. FLASH ACCORDING TO

THE ROOF MANUFACTURER. PROVIDE SUPPORT BRACKET.

FURNISH AND INSTALL NEW METAL THRU-WALL METAL SCUPPERS BOX FOR

THE EXISTING OVERFLOW SCUPPERS, APPROXIMATELY ±7" x ±7" x ±18"

ACCORDING TO THE EPDM MANUFACTURER RECOMMENDATIONS.

NORTH

BLDG 208 ROOF KEY PLAN

SCALE: N.T.S.

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

PARTIAL ROOF PLAN - BLDG 208 ROOF SECTION "H"

A1

NORTH

R

Q

P

N

M

L

K

J

16 18 19 20 21 22 23 24 25 26 27 28 29 31

17 30

(ALL PHASES & BID OPTIONS)

(PHASE 1 - BASE BID)

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

AWARDED BID OPTIONS.

3. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

4. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

5. REMOVE ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS.

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

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

FLASHING.

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

9. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

10. 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.

11. 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.

12. 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.

PHASE 1- BASE BID

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

DN

R O

E

A

T

O

B

E

R

E P

L A

C E

D

±2'-2"

EXPANSION JOINT

SYSTEM # 3

±220'-0"

ROOF AREA TO BE REPLACED

±2'-6"

EXPANSION JOINT

SYSTEM # 4

DNDN

DN

DN

DNDN

DN

DN

S L

O P

E S

L O

P E

RIDGE

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

RIDGE

AHU 7 AHU 8

60x60

60x60

240x240 240x240

EF #18

EF #17

DNDNDNDN DNDN

F6

A-901

F1

A-901

T Y

P

±10'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"20'-0" 20'-0" ±10'-0"

HG IF J

BA C D E

K

P A

R T

I A

L

R

O O

F

P

L A

N

B L

O

F

S

E C

T I O

N

I

A-102

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

0 10' 20' 40'

1/16" = 1'-0"

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

PARTIAL ROOF PLAN - BLDG 208 ROOF SECTION "I"

A1

NORTH

NORTH

BLDG 208 KEY PLAN

SCALE: N.T.S.

R

Q

P

N

M

L

K

J

28 29 31 32 33 34 35 36 37 38 39 40 41

30 42

(ALL PHASES & BID OPTIONS)

(PHASE 1 - BASE BID)

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

AWARDED BID OPTIONS.

3. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

4. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

5. REMOVE ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS.

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

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

FLASHING.

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

9. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

10. 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.

11. 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.

12. 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.

PHASE 1 - BASE BID KEYNOTES

REMOVE EXISTING ROOF DRAINS, PATCH ROOF METAL DECK. APPLY

ROOFING SYSTEMS OVER PATCHED AREA. FURNISH AND INSTALL NEW

ROOF DRAINS, CAST IRON DOME & 4'X4' SLOPED TAPERED POLYISO SUMP.

SEE DETAILS ON A-501 AND A-505

REMOVE, REPLACE AND RESEAL BASE FLASHING AND COUNTER FLASHING

ALONG THE PARAPET WALL, AT ALL MECHANICAL EQUIPMENT AND AT ALL

DUCTS, VENTS, ETC IN THE AREA INDICATED. SEE SHEET A-501 FOR DETAILS.

TIE-IN TO EXISTING EPDM MEMBRANE. SEE SHEET A-502 FOR DETAILS.

DEMOLISH EXISTING AND FURNISH NEW RUBBER ROOF WALK PADS

±30"x30" ACCORDING TO THE ROOF MANUFACTURER.

EXISTING ROOF TO ROOF ± 2" EXPANSION JOINT CURB TO REMAIN. FURNISH

AND INSTALL A NEW EXPANSION JOINT SYSTEM ACCORDING TO THE ROOF

MANUFACTURER. SEE SHEET A-502 FOR DETAILS.

REMOVE AND REPLACE EXISTING WATER DAMAGED ROOF CURB IN EXISTING

EXPANSION JOINTS, AND SURROUNDED METAL DECK. SEE HATCHED AREA

ON ROOF PLAN FOR APPROXIMATELY DIMENSIONS. SEE SHEET A-502 FOR

DETAILS.

FURNISH AND INSTALL NEW METAL THRU-WALL METAL SCUPPERS BOX FOR

THE EXISTING OVERFLOW SCUPPERS, APPROXIMATELY ±7" x±7" x ±18"

ACCORDING TO THE EPDM MANUFACTURER RECOMMENDATIONS.

EXISTING EQUIPMENT TO REMAIN. DISCONNECT GAS, ELECTRICAL 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 REPLACE ROOF SCUTTLE WITH ALUMINUM INSULATED ROOF

CAP. SIZE APPROXIMATELY 30"x36"

EXISTING VENTS TO REMAIN, EXTEND AS REQUIRED. FLASH ACCORDING TO

THE ROOF MANUFACTURER. PROVIDE SUPPORT BRACKET.

REMOVED AND DISPOSE EXISTING UNUSED EQUIPMENT, MOUNTING FRAME,

EQUIPMENT CURB. DISCONNECT & REMOVE ALL PIPING TO BELOW THE

ROOF DECK. DISCONNECT AND REMOVE ALL WIRING AND CONDUIT. POWER

SHALL BE REMOVED BACK TO THE SOURCE IN THE PANEL BOARD. PATCH

ROOF DECK, APPLY ROOFING SYSTEM OVER THE PATCHED AREA.

COORDINATE WITH THE C.O.R. PRIOR TO ANY EQUIPMENT REMOVAL UNDER

ROOF DECK.

PHASE 1- BASE BID

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

DN

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

RIDGERIDGERIDGE

AHU 1

AHU 2

DUCT

65x65

60x60

DUCT

GGGGGG

65x65

40x40

G

G

GGGGGGGGGGGGGGGGG

60x60

G

65x65

65x65

144x63

240x240

G G

RIDGE

RIDGE

RF #8

EF #7

36x8436x8436x84

DNDN

DNDN

DN

DNDN

DN

DNDNDNDN DNDN

A5

A-903

A1

A-903

C7

A-903

D8

A-902

A7

A-902

C2

A-903

A3

A-902

R O

E

A

T

O

B

E

R

E P

L A

C E

D

±2'-6"

EXPANSION

JOINT # 1 ±10'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±10'-0"

±2'-2"

EXPANSION

JOINT # 2

±220'-0"

ROOF AREA TO BE REPLACED

T Y

P

5 6

HG IF J

BA C D E

K

P A

R T

I A

L

R

O O

F

P

L A

N

B L

O

F

S

E C

T I O

N

B

A-103

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

0 10' 20' 40'

1/16" = 1'-0"

NORTH

BLDG 208 ROOF KEY PLAN

SCALE: N.T.S.

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

PARTIAL ROOF PLAN - BLDG 208 ROOF SECTION "B"

A1

NORTH

J

H

G

F

E

D

C

B

4 6 7 8 9 10 11 12 13 14 15 16

A

PHASE 2 - BID OPTION 1 KEYNOTES

REMOVE EXISTING ROOF DRAINS. PATCH ROOF METAL DECK AND APPLY

ROOFING SYSTEM OVER THE PATCHED AREA. FURNISH AND INSTALL NEW

ROOF DRAINS, CAST IRON DOME AND 4'x4' SLOPED TAPERED POLYISO SUMP.

REFER TO PLUMBING DRAWINGS. SEE DETAILS ON A-501 AND A-505

REMOVE, REPLACE, AND RESEAL BASE FLASHING AND COUNTER FLASHING

ALONG THE PARAPET WALL, AT ALL MECHANICAL EQUIPMENT AND AT ALL

DUCTS, VENTS, ETC IN THE AREA INDICATED. SEE SHEET A-501 FOR DETAILS.

TIE-IN TO EXISTING EPDM MEMBRANE. SEE SHEET A-502 FOR DETAILS.

PROVIDE AND INSTALL NEW RUBBER WALK PADS ±30"x30" ACCORDING TO

THE ROOF MANUFACTURER.

EXISTING ROOF TO ROOF ± 2" EXPANSION JOINT CURB TO REMAIN. FURNISH

AND INSTALL A NEW EXPANSION JOINT SYSTEM ACCORDING TO THE ROOF

MANUFACTURER. SEE SHEET A-502 FOR DETAILS.

REMOVE AND REPLACE EXISTING WATER DAMAGED ROOF CURB IN EXISTING

EXPANSION JOINTS, AND SURROUNDED METAL DECK. SEE HATCHED AREA

ON ROOF PLAN FOR APPROXIMATELY DIMENSIONS. SEE SHEET A-502 FOR

DETAILS.

EXISTING EQUIPMENT TO REMAIN. DISCONNECT GAS, ELECTRICAL 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.

EXISTING GAS PIPING TO REMAIN. PROVIDE NEW PIPE FLASHING AND

MISSING PIPE SUPPORT PEDESTALS ACCORDING THE ROOFING

MANUFACTURER.

EXISTING GAS VENTS TO REMAIN. FLASH ACCORDING TO THE ROOF

MANUFACTURER. PROVIDE SUPPORT BRACKET.

REMOVED AND DISPOSE EXISTING UNUSED EQUIPMENT, MOUNTING FRAME,

EQUIPMENT CURB. DISCONNECT & REMOVE ALL PIPING TO BELOW THE

ROOF DECK. DISCONNECT AND REMOVE ALL WIRING AND CONDUIT. POWER

SHALL BE REMOVED BACK TO THE SOURCE IN THE PANEL BOARD. PATCH

ROOF DECK, APPLY ROOFING SYSTEM OVER THE PATCHED AREA.

COORDINATE WITH THE C.O.R. PRIOR TO ANY EQUIPMENT REMOVAL UNDER

ROOF DECK.

FURNISH AND INSTALL NEW METAL THRU-WALL METAL SCUPPERS BOX FOR

THE EXISTING OVERFLOW SCUPPERS, APPROXIMATELY ±7" x±7" x ±18"

ACCORDING TO THE EPDM MANUFACTURER RECOMMENDATIONS.

REMOVE AND REPLACE ROOF SCUTTLE WITH ALUMINUM INSULATED ROOF

CAP. SIZE APPROXIMATELY 30"x36"

(ALL PHASES & BID OPTIONS)

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

AWARDED BID OPTIONS.

3. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

4. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

5. REMOVE ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS.

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

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

FLASHING.

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

9. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

10. 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.

11. 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.

12. 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.

(PHASE 1 - BASE BID)

PHASE 1 - BASE BID

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

DNDN

DNDN

DNDN

DNDN

DN

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

RIDGE

HVU-4

60x60

65x65

65x65

RIDGE

GGGGGGGGGGG

G

G

60x60

GGGGGGGGGGGGGGGGG

60x60

RIDGE

RIDGE

RIDGERIDGE

RIDGE

RIDGE

RIDGE

EF #9

EF #11

EF #10

36x8436x8436x8436x84

24x72 24x72 24x72 24x72

48x48

DN

DNDN

DN

D8

A-902

A7

A-902

D2

A-902

F7

A-902

F2

A-902

C5

A-901

A3

A-902

±2'-2"

EXP. JOINT

# 2

±240'-0"

ROOF AREA TO BE REPLACED

±2'-2"

EXP. JOINT

#3

R O

E

A

T

O

B

E

R

E P

L A

C E

D

7 7

±23'-0"

T Y

P

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 17'-0"

HG IF J

BA C D E

K

P A

R T

I A

L

R

O O

F

P

L A

N

B L

O

F

S

E C

T I O

N

C

A-104

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

0 10' 20' 40'

1/16" = 1'-0"

NORTH

BLDG 208 ROOF KEY PLAN

SCALE: N.T.S.

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

PARTIAL ROOF PLAN - BLDG 208 ROOF SECTION "C"

A1

NORTH

J

H

G

F

E

D

C

B

16 18 19 20 21 22 23 24 25 26 27 28 29 31

A

PHASE 2 - BID OPTION 1 KEYNOTES

REMOVE EXISTING ROOF DRAINS, PATCH ROOF METAL DECK AND APPLY

ROOFING SYSTEM OVER PATCHED AREA. FURNISH AND INSTALL NEW ROOF

DRAINS, CAST IRON DOME AND 4'x4" SLOPED TAPERED POLYISO SUMP.

REFER TO PLUMBING DRAWINGS. SEE DETAILS ON A-501 AND A-505

REMOVE, REPLACE, AND RESEAL BASE FLASHING AND COUNTER FLASHING

ALONG THE PARAPET WALL, AT ALL MECHANICAL EQUIPMENT AND AT ALL

DUCTS, VENTS, ETC IN THE AREA INDICATED. SEE SHEET A-501 FOR DETAILS.

TIE-IN TO EXISTING EPDM MEMBRANE. SEE SHEET A-502 FOR DETAILS.

DEMOLISH EXISTING AND FURNISH NEW RUBBER ROOF WALK PADS ±30"X30"

ACCORDING TO THE ROOF MANUFACTURER.

EXISTING ROOF TO ROOF ± 2" EXPANSION JOINT CURB TO REMAIN. FURNISH

AND INSTALL A NEW EXPANSION JOINT SYSTEM ACCORDING TO THE ROOF

MANUFACTURER. SEE SHEET A-502 FOR DETAILS.

REMOVE AND REPLACE EXISTING WATER DAMAGED ROOF CURB IN EXISTING

EXPANSION JOINTS, AND SURROUNDED METAL DECK. APPROXIMATELY 40

L.F. SEE SHEET A-502 FOR DETAILS.

EXISTING EQUIPMENT TO REMAIN. DISCONNECT GAS, ELECTRICAL 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.

EXISTING GAS PIPING TO REMAIN. PROVIDE NEW PIPE FLASHING AND

MISSING PIPE SUPPORT PEDESTALS ACCORDING THE ROOFING

MANUFACTURER.

EXISTING VENTS TO REMAIN, EXTEND AS REQUIRED. FLASH ACCORDING TO

THE ROOF MANUFACTURER. PROVIDE AND INSTALL SUPPORT BRACKET AND

NON-REINFORCED EPICHLOROHYDRIN OVERLAYMENT MEMBRANE

APPROXIMATELY 200 L.F. COORDINATE WITH THE C.O.R. THE VENTS THAT

REQUIRE THE OVERLAYMENT MEMBRANE.

FURNISH AND INSTALL NEW METAL THRU-WALL METAL SCUPPER BOX FOR

EXISTING SCUPPERS, APPROXIMATELY ±7" x ±7" x ±18".

REMOVED AND DISPOSE EXISTING UNUSED EQUIPMENT, MOUNTING FRAME,

EQUIPMENT CURB. DISCONNECT & REMOVE ALL PIPING TO BELOW THE

ROOF DECK. DISCONNECT AND REMOVE ALL WIRING AND CONDUIT. POWER

SHALL BE REMOVED BACK TO THE SOURCE IN THE PANEL BOARD. PATCH

ROOF DECK, APPLY ROOFING SYSTEM OVER THE PATCHED AREA.

COORDINATE WITH THE C.O.R. PRIOR TO ANY EQUIPMENT REMOVAL UNDER

ROOF DECK.

(ALL PHASES & BID OPTIONS)

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

AWARDED BID OPTIONS.

3. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

4. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

5. REMOVE ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS.

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

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

FLASHING.

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

9. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

10. 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.

11. 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.

12. 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.

(PHASE 2 - BID OPTION 1)

PHASE 2 - BID OPTION 1

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

S L O

P E

S L O

P E

RIDGE

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

S L O

P E

RIDGERIDGE

HVU-4

MAU 2

60x60

GGGGGGGGGGGGGGGG

EF #12EF #11

60x60

DNDN

DN

DNDN

DN

DNDNDNDN DNDN

DN

DN

A6

A-901

A2

A-901

±2'-2"

EXPANSION JOINT

SYSTEM # 3

±220'-0"

ROOF AREA TO BE REPLACED

±2'-6"

EXPANSION JOINT SYSTEM # 4

±59'-5"

ROOF AREA TO BE REPLACED

A1

A-502

±13'-0"±10'-0"±20'-0"±20'-0"±20'-0"

T Y

P

R O

E

A

T

O

B

E

R

E P

L A

C E

D

20'-0"20'-0"±20'-0"±20'-0"±20'-0"±20'-0"±20'-0"±10'-0" ±12'-5" ±17'-0" ±17'-0"

HG IF J

BA C D E

K

P A

R T

I A

L

R

O O

F

P

L A

N

B L

O

F

S

E C

T I O

N

D

A-105

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

0 10' 20' 40'

1/16" = 1'-0"

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

PARTIAL ROOF PLAN - BLDG 208 ROOF SECTIONS "D" & "E"

A1

NORTH

NORTH

BLDG 208 KEY PLAN

SCALE: N.T.S.

28 29 31 32 33 34 35 36 37 38 39 40 41 44 45

30 42

J

H

G

F

E

D

C

B

A

(ALL PHASES & BID OPTIONS)

(PHASE 2 - BID OPTION 1)

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

AWARDED BID OPTIONS.

3. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

4. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

5. REMOVE ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS.

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

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

FLASHING.

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

9. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

10. 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.

11. 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.

12. 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.

PHASE 2 - BID OPTION 1

PHASE 2 - BID OPTION 1 KEYNOTES

REMOVE EXISTING ROOF DRAINS, PATCH ROOF METAL DECK AND APPLY

ROOFING SYSTEM OVER THE PATCHED AREA. FURNISH AND INSTALL NEW

ROOF DRAINS, CAST IRON DOME, 4'x4' SLOPED TAPERED POLYISO SUMP

AND OVERFLOW ROOF DRAIN WHERE INDICATED ONLY. REFER TO

PLUMBING DRAWINGS. SEE DETAILS ON A-501 AND A-505 FOR DETAILS.

FURNISH AND INSTALL NEW METAL THRU-WALL METAL SCUPPER BOX FOR

EXISTING OVERFLOW SCUPPERS, APPROXIMATELY ±7" x ±7" x ±18".

EXISTING ROOF LADDER TO REMAIN OVER BUILDING 210 ROOF.

REMOVE, REPLACE, AND RESEAL BASE FLASHING AND COUNTER FLASHING

ALONG THE PARAPET WALL, AT ALL MECHANICAL EQUIPMENT AND AT ALL

DUCTS, VENTS, ETC IN THE AREA INDICATED. SEE SHEET A-501 FOR DETAILS.

TIE-IN TO EXISTING EPDM MEMBRANE. SEE SHEET A-502 FOR DETAILS.

DEMOLISH EXISTING AND FURNISH NEW RUBBER ROOF WALK PADS ±30"X30"

ACCORDING TO THE ROOF MANUFACTURER.

EXISTING ROOF TO ROOF ± 2" EXPANSION JOINT CURB TO REMAIN. FURNISH

AND INSTALL A NEW EXPANSION JOINT SYSTEM ACCORDING TO THE ROOF

MANUFACTURER. SEE SHEET A-502 FOR DETAILS.

REMOVE AND REPLACE EXISTING WATER DAMAGED ROOF CURB IN EXISTING

EXPANSION JOINTS, AND SURROUNDED METAL DECK. SEE HATCHED AREA

ON ROOF PLAN, APPROXIMATELY 40 L.F. SEE SHEET A-502 FOR DETAILS.

EXISTING EQUIPMENT TO REMAIN. DISCONNECT GAS, ELECTRICAL 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.

EXISTING GAS PIPING TO REMAIN. PROVIDE NEW PIPE FLASHING AND

MISSING PIPE SUPPORT PEDESTALS ACCORDING THE ROOFING

MANUFACTURER.

EXISTING PLUMBING VENT TO REMAIN, EXTEND AS REQUIRED. FLASH

ACCORDING TO ROOF MANUFACTURER. PROVIDE SUPPORT BRACKET

EXISTING ROOF TOP UNIT WITH 20'x20' ROOF CURB. DISCONNECT GAS, ELECTRICAL AND CONTROLS AS REQUIRED TO ALLOW THE UNIT TO BE

RAISED FOR THE INSTALLATION OF THE NEW ROOFING. RECONNECT AFTER

ROOFING IS COMPLETED.

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

±2'-6"

EXPANSION JOINT

SYSTEM # 4

DN

DN

DNDN

S L

O P

E S

L O

P E

RIDGE

DN

F1

A-901

C6

A-106

E6

A-106

±17'-0" ±13'-0"±12'-5"

±59'-5"

ROOF AREA TO BE REPLACED

R O

E

A

T

O

B

E

R

E P

L A

C E

D

±17'-0"

HG IF J

BA C D E

K

P A

R T

I A

L

R

O O

F

P

L A

N

B

L D

G

R O

C

T I O

N

J

A

C

T U

R E

S

A-106

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

0 10' 20' 40'

1/16" = 1'-0"

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

PARTIAL ROOF PLAN - BLDG 208 ROOF SECTION "J"

A1

NORTH

NORTH

BLDG 208 KEY PLAN

SCALE: N.T.S.

R

Q

P

N

M

L

K

J

41 43 44 45

(ALL PHASES & BID OPTIONS)

(PHASE 2 - BID OPTION 1)

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

AWARDED BID OPTIONS.

3. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

4. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

5. REMOVE ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS.

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

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

FLASHING.

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

9. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

10. 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.

11. 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.

12. 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.

PHASE 2 - BID OPTION 1 KEYNOTES

REMOVE EXISTING ROOF DRAINS, PATCH ROOF METAL DECK. APPLY

ROOFING SYSTEM OVER THE PATCHED AREA. FURNISH AND INSTALL NEW

ROOF DRAINS, CAST IRON DOME, 4'x4' SLOPED TAPERED POLYISO SUMP

AND OVERFLOW ROOF DRAIN ONLY WHERE INDICATED. REFER TO

PLUMBING DRAWINGS. SEE DETAILS ON A-501 AND A-505.

REMOVE, REPLACE, AND RESEAL BASE FLASHING AND COUNTER FLASHING

ALONG THE PARAPET WALL, AT MECHANICAL EQUIPMENT, VENTS, ETC. IN

THE INDICATED AREA. SEE SHEET A-501 FOR DETAILS.

TIE-IN TO EXISTING EPDM MEMBRANE. SEE SHEET A-502 FOR DETAILS.

REMOVE AND DISPOSE EXISTING UNUSED ROOF CURB. PATCH METAL ROOF

DECK. APPLY ROOFING SYSTEM OVER THE PATCHED AREA.

EXISTING EQUIPMENT TO REMAIN. DISCONNECT GAS, ELECTRICAL 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.

PHASE 2 - BID OPTION 1

SCALE: N/A

UNUSED ROOF CURB

E6

SCALE: N/A

EXHAUST FAN

C6

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

DNDNDN

DNDN

DN

DN

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

S L

O P

E S

L O

P E

RIDGERIDGERIDGE

MAU-1AHU 5

AHU 1

AHU 2

DUCT

65x65

60x60

DUCT

DUCT

EXH DUCT

60x60

GGGGG

65x65

40x40

40x40

VENT

G

G

GGGGGGGGGGGGGG

60x60

G

G

65x65

65x65

144x63

240x240

240x240

G

RIDGE

RIDGE

#4#3

#2

EF #13

RF #8

EF #14

60x60

EF #7

EXH DUCT EXH DUCT

36x8436x8436x8436x84

EXH DUCT

DNDN

DN

DNDN

DN

DNDNDNDN DNDN

DN

DNDN

DN

DNDN

DN

DN

DNDN

DN

DNDN

DN

DNDNDNDN DNDN

A8

A-903

A5

A-903

A1

A-903

E8

A-903

E5

A-903

E3

A-903

E1

A-903

C7

A-903

D8

A-902

A7

A-902

D2

A-902

C2

A-903

C5

A-901

A3

A-902

±59'-5"

ROOF AREA TO BE REPLACED

R O

E

A

T

O

B

E

R

E P

L A

C E

D

±2'-6"

EXPANSION JOINT

SYSTEM #1

±220'-0"

ROOF AREA TO BE REPLACED

A1

A-502

±13'-0"

±17'-0" ±17'-0" ±12'-5" ±10'-0" ±20'-0" ±20'-0" ±20'-0" ±10'-0"±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0" ±20'-0"

±17'-0" ±12'-5"±17'-0"±14'-0"

HG IF J

BA C D E

K

P A

R T

I A

L

R

O O

F

P

L A

N

B L

O

F

S

E C

T I O

N

A

F

A-107

D A

T E

A P

P R

M

A R

K D

E S

C R

I P

T I O

N

S U

B M

I T

T E

D

B

Y

I S

S U

E

D

A T

E

P R

O J E

D R

A W

I N

G

N

O

U S

A

R M

Y

G

A R

R I S

O

L A

S

E N

A L

D I R

E C

T O

R A

P

U B

L

R

K S

R O

L A

N D

I L

D E

S I G

N E

D

B

Y

J

F

A V

E L A

D R

A W

N

B

Y

J

F

A V

E L A

A P

P R

O V

G

K

O S

K I

D

I R

E C

T O

R

O

F

P

U B

L

R

K S

S

B

A C

H

C

H I E

F

O

F

E

N G

I N

E E

R I

L A

S

E N

A L

B U

I L D

I N

G

R O

P

A I R

P R

O J E

C T

A

B

C

D

E

F

G

D E

S I G

N E

D

I N

H

O U

R

G

I N

E E

R I N

G

S

E R

V I C

V

I S

I O

N

C H

E C

K E

D

B

Y

C B

S

PRELIMINARY

3/64" = 1'-0"

5' 10' 30'20'

SCALE:3/64"=1'-0"

PARTIAL ROOF PLAN - BLDG 208 ROOF SECTIONS "A", "F" & "G"

A1

NORTH

NORTH

BLDG 208 KEY PLAN

SCALE: N.T.S.

1 42 6 7 8 9 10 11 12 13 14 16

5 17

R

Q

P

F

E

D

C

B

A

J

H

G

N

M

L

K

153 18 19

(ALL PHASES & BID OPTIONS)

(PHASE 3 - BID OPTION 2)

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

AWARDED BID OPTIONS.

3. CONTRACTOR SHALL REMOVE THE EXISTING ROOF SYSTEM ACCORDING TO

THE MANUFACTURER'S INSTRUCTIONS DOWN TO EXISTING METAL DECK.

4. REMOVE AND REINSTALL ROOFTOP UTILITIES AS NEEDED TO

ACCOMMODATE ROOF REPLACEMENT.

5. REMOVE ROOF DRAINS AND REPLACE WITH NEW, CLEAN OUT LEADERS.

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

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

FLASHING.

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

9. SEAL ALL ROOF PENETRATIONS WITH ELECTROMETRIC SEALANT IF CANNOT

BE FLASHED.

10. 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.

11. 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.

12. 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.

PHASE 3 - BID OPTION 2 KEYNOTES

REMOVE EXISTING ROOF DRAINS, PATCH ROOF METAL DECK AND APPLY

ROOFING SYSTEM OVER PATCHED AREA. FURNISH AND INSTALL NEW ROOF

DRAINS, CAST IRON DOME, 4'x4' SLOPED TAPERED POLYISO SUMP AND

OVERFLOW ROOF DRAIN WHERE INDICATED ONLY. REFER TO PLUMBING

DRAWINGS. SEE DETAILS ON A-501 AND A-505

FURNISH AND INSTALL NEW METAL THRU-WALL SCUPPER BOX FOR EXISTING

OVERFLOW SCUPPERS. APPROXIMATELY ±7"x±7"x±18"

REMOVE AND DISPOSE EXISTING ROOF WALK PADS.

REMOVE, REPLACE, AND RESEAL BASE FLASHING AND COUNTER FLASHING

ALONG THE PARAPET WALL, AT ALL MECHANICAL EQUIPMENT AND AT ALL

DUCTS, VENTS, ETC IN THE AREA INDICATED. SEE SHEET A-501 FOR DETAILS.

TIE-IN NEW EPDM MEMBRANE COVERING EXISTING EXPANSION JOINT AND THE

SEAM FASTENINGS PLATES OF "B" & "H" SECTION . SEE SHEET A-502 FOR

DETAILS.

EXISTING ROOF TO ROOF ± 2" EXPANSION JOINT CURB TO REMAIN. FURNISH

AND INSTALL A NEW EXPANSION JOINT SYSTEM ACCORDING TO THE ROOF

MANUFACTURER (APPROXIMATELY 151 L.F.). SEE SHEET A-502 FOR DETAILS.

REMOVE AND REPLACE EXISTING WATER DAMAGED ROOF CURB IN EXISTING

EXPANSION JOINTS AND SURROUNDED METAL DECK (APPROXIMATELY 40

L.F.) SEE SHEET A-502 FOR DETAILS.

EXISTING GAS PIPING TO REMAIN. PROVIDE NEW PIPE FLASHING AND

MISSING PIPE SUPPORT PEDESTALS ACCORDING THE ROOFING

MANUFACTURER.

EXISTING EQUIPMENT TO REMAIN. DISCONNECT GAS, ELECTRICAL 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.

EXISTING PLUMBING VENT TO REMAIN, EXTEND AS REQUIRED. FLASH

ACCORDING TO ROOF MANUFACTURER. PROVIDE SUPPORT BRACKET.

REMOVED AND DISPOSE EXISTING UNUSED EQUIPMENT, MOUNTING FRAME

OR EQUIPMENT CURB AND POWER WIRING, PATCH ROOF DECK, APPLY

ROOFING SYSTEM OVER THE PATCHED AREA. COORDINATE WITH THE C.O.R.

ANY EQUIPMENT REMOVAL UNDER…