Bid_#2026-01_Drawings_-_Lincoln_Leisure_Center_Roof_Replacement.pdf

OWNER

ARCHITECTURAL

Dewberry Architects Inc.

8401 Arlington Boulevard Fairfax, VA 22031-4619

703.849.0100

PROJECT NUMBERLINCOLN LEISURE CENTER - ROOF

REPLACEMENT

1206 S LEE ST

BLOOMINGTON, IL 61701

Issued for Bid and Construction | MAY 6, 2025

City of Bloomington

50186701

4/30/27

CODE SYNOPSIS

SCOPE OF WORK:

FULL REMOVAL AND REPLACEMENT OF EXISTING ROOF MEMBRANE AND RIGID

INSULATION ROOFING SYSTEM. NEW WORK TO INCLUDE NEW RIGID INSULATION

TO MEET CURRENT ENERGY CODES, TAPERED TO PROVIDE POSITIVE DRAINAGE,

AND NEW EPDM ROOFING MEMBRANE.

SCOPE OF WORK WILL NOT MODIFY THE LIFE SAFETY FEATURES OF THE BUILDING.

APPLICABLE CODES

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL EXISTING BUILDING CODE

2021 ILLINOIS ENERGY CODE

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 Arlington Boulevard Fairfax, VA 22031-4619 703.849.0100

/6

/2

:5

:0

A

M

INDEX

50186701

L

IN

C O

L N

L E

IS

U

R E

C E

N T

E R

R

O O

F R

E P

L A

C E

M E

N T

C it y o f B lo o m in g to n

Is s u e d f o r

B id a n d C o n s tr u c ti o n

S

L E

E S

T B

L O

O M

IN

G

T O

N

IL

G-001

AB ANCHOR BOLT

ACST ACOUSTIC(AL)

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING,

ADJUSTABLE

AED AUTOMATED EXTERNAL

DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

ANOD ANODIZE(D)

AP ACCESS PANEL

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ASPH ASPHALT

AUTO AUTOMATIC

AVE AVERAGE

AWT ACOUSTICAL WALL TREATMENT

BAL SHT BALANCE SHEET

BC BRICK COLOR

BCS BABY CHANGING STATION

BD BOARD

BG BUMPER GUARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING (WOOD)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRK PV BRICK PAVERS

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

CAB CABINET

CB CHALKBOARD

CC CUBICLE CURTAIN

CCT CUBICLE CURTAIN TRACK

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CH COAT HOOK

CIP CONC CAST-IN-PLACE CONCRETE

CJ CONTROL JOING, CONSTRUCTION

JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT, CASED OPENING

COL COLUMN

COMB COMBINATION, COMBINED

COMP COMPRESSIBLE

COMPT COMPARTMENT

CONC CONCRETE

CONC CTG CONCRETE COATING

COND CONDITION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CR CLOSET ROD

CRL CRASH RAIL

CRS COLD-ROLLED STEEL

CTR CENTER(S)

CUH CABINET UNIT HEATER

CUV CABINET UNIT VENTILATOR

CW CURTAINWALL

D DEEP, DEPTH, PENNY NAIL

DC DISPLAY CASE

DET DETAIL

DETN DETENTION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DP DECORATIVE PANEL

DR DOOR

DS DOWNSPOUT

DWG DRAWING(S)

EHD ELECTRIC HAND DRYER

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EMER EMERGENCY

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRIC

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FLASH FLASHING

FLP FLOOR PATTERN

FLR FLOOR

FRP FIBER REINFORCED PLASTIC

FTG FOOTING

FURG C FURRING CHANNEL

FURN FURNACE

FWC FABRIC WALLCOVERING

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GFRC GLASS-FIBER REINFORCED

CONCRETE

GL GLASS

GL BLK GLASS BLOCK

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GRFG GLASS-FIBER REINFORCED GYPSUM

GT GROUT

GWH GAS FIRED WATER HEATER

GYP BD GYPSUM WALL BOARD

H HIGH, HATCH (ROOF)

HB HOSE BIB

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ID INSIDE DIAMETER, INSIDE

DIMENSION

IF INSIDE FACE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KD KNOCKED DOWN

KOP KNOCK OUT PANEL

L LONG, ANGLE

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LINO LINOLEUM

LKR LOCKER

LL LIVE LOAD, LOW LEVEL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVL LEVEL

LVR LOUVER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBH MOB/BROOM HOLDER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODEL, MODULE, MODULAR

MSB MOP SERVICE BASIN

MT MOUNT

MTL METAL

NDU NEEDLE DISPOSAL UNIT

NIC NOT IN CONTRACT, NOISE ISOLATION

CLASS

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER, OUTSIDE

DIMENSION

OF OUTSIDE FACE

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OH DR OVERHEAD DOOR

OP OPERABLE PARTITION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OS OVERFLOW SCUPPER

PC PORTLAND CEMENT, POINT

OF CURVE, POLYCARBONATE

PCC PRECAST CONCRETE

PERIM PERIMETER

PJ PROJECTOR

PL PLATE, PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER &

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVG PAVING

R RISER, RADIUS, THERMAL

RESISTANCE (R-VALUE)

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RF RESILIENT FLOORING

RFG ROOFING

RFM REMOVABLE FLOOR MAT

RH RIGHT HAND

RO ROUGH OPENING

RSF RESINOUS FLOORING

RST REINFORCING STEEL

RTF RESILIENT TILE FLOORING

RV ROOF VENT, ROOF VENTILATOR

SC SEALED CONCRETE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCWD SOLID CORE WOOD DOOR

SD SOAD DISPENSER

SECT SECTION

SF STOREFRONT

SH SHINGLES, SINGLE HUNG (WINDOW)

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SOG SLAB ON GRADE

SPCG SPACING

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK , SOLID SURFACING

SST STAINLESS STEEL, SHOWER SEAT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TR STEEL TRUSS

STN STAIN

STRUCT STRUCTURAL

SUSP SUSPEND

SV SHEET VINYL

SWP SHEET WALL PROTECTION

SYMM SYMMETRICAL

SYNTH SYNTHETIC

T TILE, TREAD

T&G TONGUE AND GROOVE

T/S TUB/SHOWER

TB TOWEL BAR, TACKBOARD

TC TOILET COMPARTMENT

TD TRENCH DRAIN

TER TERRAZZO

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB, TOP OF STEEL

TOW TOP OF WALL

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TS TUBE STEEL, TRANSITION STRIP

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WIDE, WEST

WC WALL COVERING

WD WOOD, WOOD DOOR

WDW WINDOW

WP WALL PATTERN, WATERPROOFING

WT WEIGHT, WINDOW TREATMENT

WWF WELDED WIRE FABRIC

STANDARD ABBREVIATIONS

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G-001 INDEX

ARCHITECTURAL

AD121 LOWER LEVEL ROOF DEMOLITION PLAN

AD131 UPPER LEVEL ROOF DEMOLITION PLAN

A-121 LOWER LEVEL ROOF ANNOTATION PLAN

A-131 UPPER LEVEL ROOF ANNOTATION PLAN

A-501 PLAN AND SECTION DETAILS

NO. DESCRIPTION DATE

DEW

MR

PHT

MAY 6, 2025

VTR(E)

VTR(E)

VTR(E)

VTR(E)

VTR(E)

ERD ERD

REMOVE EXISTING ROOF

MEMBRANE, AS WELL AS

ALL SHEET METAL GRAVEL

STOPS, COPINGS, DRIP

EDGES, SCUPPER,

COUNTERFLASHING ETC. IN

THEIR ENTIRETY

EXISTING

CONDUCTOR

HEAD TO REMAIN

REMOVE EXISTING ROOF

MEMBRANE, AS WELL AS

ALL SHEET METAL GRAVEL

STOPS, COPINGS, DRIP

EDGES, SCUPPER,

COUNTERFLASHING ETC. IN

THEIR ENTIRETY

REMOVE EXISTING ROOF

MEMBRANE, AS WELL AS

ALL SHEET METAL GRAVEL

STOPS, COPINGS, DRIP

EDGES, SCUPPER,

COUNTERFLASHING ETC. IN

THEIR ENTIRETY

DEMOLITION PLAN GENERAL NOTES

1. VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID SUBMISSION.

DISCREPANCIES BETWEEN CONSTRUCTION INDICATED ON DRAWINGS AND

ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO ARCHITECT’S ATTENTION

IMMEDIATELY IN WRITING.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING

REGULATION AGENCIES, CODES, & ORDINANCES

3. CONTRACTOR TO COORDINATE WITH THE OWNER AND PROVIDE 72 HOUR NOTICE

PRIOR TO NEEDING ANY UTILITY SHUTOFF.

4. CONTRACTOR SHALL REVIEW THE CONDITION OF THE EXISTING ROOF DECKING.

IF ANY AREAS ARE OF CONCERN THEN THE CONTRACTOR SHALL NOTIFY THE

OWNER IMMEDIATELY.

5. ITEMS NOT SPECIFICALLY SHOWN TO BE REMOVED ON DEMO PLANS, BUT THAT

ARE REQURIED TO BE REMOVED TO COMPLETE THE WORK SHOWN ELSEWHERE

IN THE DOCUMENTS SHALL BE REMOVED BY THE CONTRACTOR AT NO

ADDITIONAL COSTS.

6. COORDINATE SCHEDULING OF ALL DEMOLITION WITH OWNER AT LEAST ONE

WEEK PRIOR TO START OF DEMOLITION.

7. DEMOLISHED ITEMS NOT INDICATED TO BE “DELIVERED TO OWNER” OR “TO BE

RELOCATED” SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE UNLESS

THEY ARE TO BE USED FOR REQUIRED PATCHING AND INFILLING OF EXISTING

CONSTRUCTION THAT IS TO REMAIN. NO OTHER DEMOLISHED ITEMS SHALL BE

STORED ON SITE.

8. DEMOLISHED ITEMS NOTED AS “DELIVER TO OWNER” OR “TO BE RELOCATED”

SHALL BE REMOVED OR DISASSEMBLED IN SUCH A MANNER THAT WILL NOT

DAMAGE THE ITEM AND PREVENT IT FROM BEING RELOCATED. REPAIR OR

REPLACE SUCH ITEMS, IF DAMAGED. NOTIFY OWNER’S REPRESENTATIVE

IMMEDIATELY IF DAMAGE HAS OCCURRED, AND SUBMIT A REPAIR SOLUTION TO

ARCHITECT FOR REVIEW.

9. ITEMS INDICATED “TO REMAIN” THAT ARE DAMAGED DURING THE PERFORMANCE

OF THE DEMOLITION WORK. SUCH DAMAGE SHALL BE REPORTED TO OWNER’S

REPRESENTATIVE IMMEDIATELY, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT

FOR REVIEW.

10. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION WORK IN EACH

AREA OF DEMOLITION. EXISTING CONSTRUCTION IN AREAS ADJACENT TO

DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL

EXISTING CONDITION AS REQUIRED TO PROVIDE FOR NEW CONSTRUCTION

WORK IN AREA OF DEMOLITION.

11. ITEMS INDICATED TO BE REMOVED BY OWNER SHALL BE COMPLETED PRIOR TO

COMMENCEMENT OF WORK.

12. AT LOCATIONS WHERE A PORTION OF EXISTING CONSTRUCTION IS TO BE

REMOVED AND PREPARED FOR NEW INFILL CONSTRUCTION, OR AN OPENING IN A

WALL, ROOF, OR FLOOR IS CREATED BY DEMOLITION WORK, CONSTRUCT INFILL

WITH SAME MATERIALS AND METHOD OF CONSTRUCTION AS EXISTING

ADJACENT CONSTRUCTION, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL

DRAWINGS FOR INFILL CONSTRUCTION. INFILL CONSTRUCTION SHALL

SMOOTHLY BUTT ADJACENT SURFACES AND MATCH THE FINISH, U.N.O.

13. AT LOCATIONS WHERE AN ITEM IS TO BE REMOVED FROM A SURFACE THAT IS

TO REMAIN, PATCH AND REPAIR EXISTING SURFACE TO MATCH EXISTING

ADJACENT SURFACE, UNLESS INDICATED OTHERWISE.

14. EXISTING ITEMS ANCHORED TO CONSTRUCTION THAT IS INDICATED TO BE

DEMOLISHED SHALL BE CONSIDERED A PART OF DEMOLISHED CONSTRUCTION

AND SHALL BE DEMOLISHED WITH THE INDICATED CONSTRUCTION, UNLESS

NOTED OTHERWISE.

15. RETAIN DEMOLISHED MATERIALS AS NEEDED FOR INFILLING OPENINGS IN

EXISTING CONSTRUCTION SO THAT FINISH MATERIALS WILL PROPERLY ALIGN

WITH EXISTING AND MATCH THE EXISTING FINISH. IF DEMOLISHED MATERIALS

ARE NOT SALVAGEABLE, NOTIFY OWNER’S REPRESENTATIVE, SO THAT

ALTERNATE SOLUTIONS MAY BE DETERMINED.

16. IF EXISTING CONSTRUCTION IS REVEALED NOT CONSTRUCTED OR FINISHED IN A

MANNER THAT MATCHES ADJACENT SURFACES, PATCH AREA AS NECESSARY

WITH APPROPRIATE MATERIALS AND METHODS OF CONSTRUCTION TO MATCH

EXISTING ADJACENT FINISH, OR PREPARE SURFACE FOR INSTALLATION OF NEW

FINISH. CONTACT OWNER’S REPRESENTATIVE AS SOON AS POSSIBLE SO THAT

CONCEALED CONSTRUCTION MAY BE IDENTIFIED AND SCOPE OF POSSIBLE

ADDITIONAL WORK DETERMINED.

17. WHEN THE TERM ‘ENTIRETY’ IS DIRECTED TO A SPECIFIC ITEM OR ASSEMBLY,

DEMOLISH AND REMOVE IDENTIFIED ITEM AND ASSOCIATED CONSTRUCTION

PERTINENT TO THE ITEM, INCLUDING, BUT NOT LIMITED TO UNDERGROUND AND

CONCEALED CONSTRUCTION, SUCH AS FOOTINGS AND FOUNDATIONS, SEWER,

PLUMBING, AND ELECTRICAL WORK. THIS DEMOLITION WORK SHALL BE

COORDINATED WITH THE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL, AND TECHNOLOGY DRAWINGS.

EXISTING ROOF DRAINERD

ROOF SLOPE DIRECTION

(SEE ROOF PLANS)

ROOF HATCH

CRICKET 1/4" SLOPE

VENT THROUGH ROOF,

(E) EXISTING

HIGH POINT

LOW POINT

SLOPE

X"/1'-0" MIN.

ROOF DRAIN SUMP PAN

VTR(E)

HP

LP

ROOF PLAN LEGEND

EEF

EXISTING EXHAUST

FAN TO REMAIN

NORTH INDICATOR

INDICATES

PLAN NORTH

INDICATES

TRUE NORTH

View Name

1/A101Scale:1/8" = 1'-0"

VIEW NAME

VIEW SCALE

VIEW DESIGNATION

VIEW REF/SHEET REF

WHERE VIEW IS

REFERENCED

VIEW TITLE

A101

SIM

DETAIL SECTION

DETAIL REF.

SHEET REF.

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 Arlington Boulevard Fairfax, VA 22031-4619 703.849.0100

/6

/2

:5

:0

A

M

LOWER LEVEL

ROOF

DEMOLITION

PLAN

50186701

L

IN

C O

L N

L E

IS

U

R E

C E

N T

E R

R

O O

F R

E P

L A

C E

M E

N T

C it y o f B lo o m in g to n

Is s u e d f o r

B id a n d C o n s tr u c ti o n

S

L E

E S

T B

L O

O M

IN

G

T O

N

IL

AD121Scale: 1/8" = 1'-0" A1

SECOND FLOOR DEMOLITION PLAN

NO. DESCRIPTION DATE

DEW

MR

PHT

MAY 6, 2025

REMOVE ALL SHEET METAL

GRAVEL STOPS, COPINGS,

DRIP EDGES, ETC. IN THEIR

ENTIRETY

REMOVE EXISTING CURB

AND DETACH DUCTWORK

AND ELECTRICAL WIRING

IN PREPARATION OF

INSTALLING TALLER CURB

REMOVE MEMBRANE ROOF

SYSTEM AND INSULATION IN

ITS ENTIRETY TO THE

EXISTING METAL DECK

VTR(E)

VTR(E)

VTR(E)VTR(E)

VTR(E)

VTR(E)

VTR(E)

VTR(E)VTR(E)

VTR(E)

VTR(E)

VTR(E)

VTR(E)

VTR(E)

REMOVE ALL SHEET METAL

GRAVEL STOPS, COPINGS,

DRIP EDGES, ETC. IN THEIR

ENTIRETY

EEF

REMOVE ALL SHEET METAL

GRAVEL STOPS, COPINGS,

DRIP EDGES, ETC. IN THEIR

ENTIRETY

REMOVE ALL SHEET METAL

GRAVEL STOPS, COPINGS,

DRIP EDGES, ETC. IN THEIR

ENTIRETY

ERD

ERD ERD

ERDERD

REMOVE ALL SHEET METAL

GRAVEL STOPS, COPINGS,

DRIP EDGES, ETC. IN THEIR

ENTIRETY

REMOVE ALL SHEET METAL

GRAVEL STOPS, COPINGS,

DRIP EDGES, ETC. IN THEIR

ENTIRETY

VTR(E)

VTR(E)

EXISTING ROOF DRAINERD

ROOF SLOPE DIRECTION

(SEE ROOF PLANS)

ROOF HATCH

CRICKET 1/4" SLOPE

VENT THROUGH ROOF,

(E) EXISTING

HIGH POINT

LOW POINT

SLOPE

X"/1'-0" MIN.

ROOF DRAIN SUMP PAN

VTR(E)

HP

LP

ROOF PLAN LEGEND

EEF

EXISTING EXHAUST

FAN TO REMAIN

NORTH INDICATOR

INDICATES

PLAN NORTH

INDICATES

TRUE NORTH

View Name

1/A101Scale:1/8" = 1'-0"

VIEW NAME

VIEW SCALE

VIEW DESIGNATION

VIEW REF/SHEET REF

WHERE VIEW IS

REFERENCED

VIEW TITLE

A101

SIM

DETAIL SECTION

DETAIL REF.

SHEET REF.

DEMOLITION PLAN GENERAL NOTES

1. VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID SUBMISSION.

DISCREPANCIES BETWEEN CONSTRUCTION INDICATED ON DRAWINGS AND

ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO ARCHITECT’S ATTENTION

IMMEDIATELY IN WRITING.

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL GOVERNING

REGULATION AGENCIES, CODES, & ORDINANCES

3. CONTRACTOR TO COORDINATE WITH THE OWNER AND PROVIDE 72 HOUR NOTICE

PRIOR TO NEEDING ANY UTILITY SHUTOFF.

4. CONTRACTOR SHALL REVIEW THE CONDITION OF THE EXISTING ROOF DECKING.

IF ANY AREAS ARE OF CONCERN THEN THE CONTRACTOR SHALL NOTIFY THE

OWNER IMMEDIATELY.

5. ITEMS NOT SPECIFICALLY SHOWN TO BE REMOVED ON DEMO PLANS, BUT THAT

ARE REQURIED TO BE REMOVED TO COMPLETE THE WORK SHOWN ELSEWHERE

IN THE DOCUMENTS SHALL BE REMOVED BY THE CONTRACTOR AT NO

ADDITIONAL COSTS.

6. COORDINATE SCHEDULING OF ALL DEMOLITION WITH OWNER AT LEAST ONE

WEEK PRIOR TO START OF DEMOLITION.

7. DEMOLISHED ITEMS NOT INDICATED TO BE “DELIVERED TO OWNER” OR “TO BE

RELOCATED” SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE UNLESS

THEY ARE TO BE USED FOR REQUIRED PATCHING AND INFILLING OF EXISTING

CONSTRUCTION THAT IS TO REMAIN. NO OTHER DEMOLISHED ITEMS SHALL BE

STORED ON SITE.

8. DEMOLISHED ITEMS NOTED AS “DELIVER TO OWNER” OR “TO BE RELOCATED”

SHALL BE REMOVED OR DISASSEMBLED IN SUCH A MANNER THAT WILL NOT

DAMAGE THE ITEM AND PREVENT IT FROM BEING RELOCATED. REPAIR OR

REPLACE SUCH ITEMS, IF DAMAGED. NOTIFY OWNER’S REPRESENTATIVE

IMMEDIATELY IF DAMAGE HAS OCCURRED, AND SUBMIT A REPAIR SOLUTION TO

ARCHITECT FOR REVIEW.

9. ITEMS INDICATED “TO REMAIN” THAT ARE DAMAGED DURING THE PERFORMANCE

OF THE DEMOLITION WORK. SUCH DAMAGE SHALL BE REPORTED TO OWNER’S

REPRESENTATIVE IMMEDIATELY, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT

FOR REVIEW.

10. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION WORK IN EACH

AREA OF DEMOLITION. EXISTING CONSTRUCTION IN AREAS ADJACENT TO

DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL

EXISTING CONDITION AS REQUIRED TO PROVIDE FOR NEW CONSTRUCTION

WORK IN AREA OF DEMOLITION.

11. ITEMS INDICATED TO BE REMOVED BY OWNER SHALL BE COMPLETED PRIOR TO

COMMENCEMENT OF WORK.

12. AT LOCATIONS WHERE A PORTION OF EXISTING CONSTRUCTION IS TO BE

REMOVED AND PREPARED FOR NEW INFILL CONSTRUCTION, OR AN OPENING IN A

WALL, ROOF, OR FLOOR IS CREATED BY DEMOLITION WORK, CONSTRUCT INFILL

WITH SAME MATERIALS AND METHOD OF CONSTRUCTION AS EXISTING

ADJACENT CONSTRUCTION, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL

DRAWINGS FOR INFILL CONSTRUCTION. INFILL CONSTRUCTION SHALL

SMOOTHLY BUTT ADJACENT SURFACES AND MATCH THE FINISH, U.N.O.

13. AT LOCATIONS WHERE AN ITEM IS TO BE REMOVED FROM A SURFACE THAT IS

TO REMAIN, PATCH AND REPAIR EXISTING SURFACE TO MATCH EXISTING

ADJACENT SURFACE, UNLESS INDICATED OTHERWISE.

14. EXISTING ITEMS ANCHORED TO CONSTRUCTION THAT IS INDICATED TO BE

DEMOLISHED SHALL BE CONSIDERED A PART OF DEMOLISHED CONSTRUCTION

AND SHALL BE DEMOLISHED WITH THE INDICATED CONSTRUCTION, UNLESS

NOTED OTHERWISE.

15. RETAIN DEMOLISHED MATERIALS AS NEEDED FOR INFILLING OPENINGS IN

EXISTING CONSTRUCTION SO THAT FINISH MATERIALS WILL PROPERLY ALIGN

WITH EXISTING AND MATCH THE EXISTING FINISH. IF DEMOLISHED MATERIALS

ARE NOT SALVAGEABLE, NOTIFY OWNER’S REPRESENTATIVE, SO THAT

ALTERNATE SOLUTIONS MAY BE DETERMINED.

16. IF EXISTING CONSTRUCTION IS REVEALED NOT CONSTRUCTED OR FINISHED IN A

MANNER THAT MATCHES ADJACENT SURFACES, PATCH AREA AS NECESSARY

WITH APPROPRIATE MATERIALS AND METHODS OF CONSTRUCTION TO MATCH

EXISTING ADJACENT FINISH, OR PREPARE SURFACE FOR INSTALLATION OF NEW

FINISH. CONTACT OWNER’S REPRESENTATIVE AS SOON AS POSSIBLE SO THAT

CONCEALED CONSTRUCTION MAY BE IDENTIFIED AND SCOPE OF POSSIBLE

ADDITIONAL WORK DETERMINED.

17. WHEN THE TERM ‘ENTIRETY’ IS DIRECTED TO A SPECIFIC ITEM OR ASSEMBLY,

DEMOLISH AND REMOVE IDENTIFIED ITEM AND ASSOCIATED CONSTRUCTION

PERTINENT TO THE ITEM, INCLUDING, BUT NOT LIMITED TO UNDERGROUND AND

CONCEALED CONSTRUCTION, SUCH AS FOOTINGS AND FOUNDATIONS, SEWER,

PLUMBING, AND ELECTRICAL WORK. THIS DEMOLITION WORK SHALL BE

COORDINATED WITH THE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL,

ELECTRICAL, AND TECHNOLOGY DRAWINGS.

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 Arlington Boulevard Fairfax, VA 22031-4619 703.849.0100

/6

/2

:5

:0

A

M

UPPER LEVEL

ROOF

DEMOLITION

PLAN

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AD131Scale: 1/8" = 1'-0" A1

THIRD FLOOR DEMOLITION PLAN

NO. DESCRIPTION DATE

VTR(E) ERDERD

VTR(E)

VTR(E)

VTR(E)

PROVIDE NEW BLKG, CURB AT

PERIMETER, TYP.

MIN. HEIGHT - 4" ABOVE ROOF

SURFACE AT HIGH POINT

NEW EPDM ROOF MEMBRANE

1/2" COVERBOARD

MIN. R-30 RIGID ROOF

INSULATION

VAPOR BARRIER

5/8" SUBSTRATE BOARD

EXISTING ROOF DECK

NEW EPDM ROOF MEMBRANE

1/2" COVERBOARD

MIN. R-30 RIGID ROOF

INSULATION

VAPOR BARRIER

5/8" SUBSTRATE BOARD

EXISTING ROOF DECK

PROVIDE NEW BLKG, CURB AT

PERIMETER, TYP.

MIN. HEIGHT - 4" ABOVE ROOF

SURFACE AT HIGH POINT

NEW EPDM ROOF MEMBRANE

1/2" COVERBOARD

INSULATION

VAPOR BARRIER

5/8" SUBSTRATE BOARD

EXISTING ROOF DECK

NEW SHEET METAL THRU-

WALL SCUPPER, MATCH

EXISTING DIMENSIONS

S

L O

P E

/4

O

P E

/4

O

P E

/4

O

P E

/4

SLOPE

1/4" / 1'-0"

PROVIDE NEW BLKG, CURB AT

PERIMETER, TYP.

MIN. HEIGHT - 4" ABOVE ROOF

SURFACE AT HIGH POINT

LP LP

HP

HP

HP

HP

HP

1. REFER TO DEMOLITION DRAWINGS FOR DEMOLITION AND SELECTIVE

DEMOLITION OF ROOF, ROOFING SYSTEM, AND ROOF EDGE ASSEMBLY.

2. TAPERED INSULATION (TAPERED, CRICKETS, SADDLES) TO BE 1/4" PER FOOT

MINIMUM TO ROOF DRAINS OR SCUPPERS, AS INDICATED.

3. AT PENETRATIONS, PROVIDE CRICKETS AS REQUIRED FOR POSITIVE DRAINAGE.

4. ROOF FLASHING DETAILS ARE GENERIC AND WILL NEED TO BE FINALIZED

DURING SHOP DRAWING SUBMITTALS BASED ON THE ROOFING

MANUFACTURER'S STANDARD DETAILS.

5. ALL ROOF PENETRATIONS MAY NOT BE SHOWN ON ROOF PLAN.

6. TAKE SPECIAL CARE NOT TO OVERLOAD ANY ROOFS WITH ROOFING MATERIAL,

EQUIPMENT, DEMOLITION DEBRIS, ETC. DO NOT LOAD ROOFS BEYOND NORMAL

DESIGN LIVE LOADS AND PROTECT DECK STRUCTURE FROM DAMAGE.

7. LEAVE THE WORK IN A WATER TIGHT CONDITION AT THE END OF EACH WORK

DAY AND EXPOSE ONLY THAT AMOUNT OF ROOF THAT CAN BE PROTECTED IN

THE EVENT OF AN EMERGENCY. CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY AND ALL DAMAGE TO THE BUILDING AND ITS CONTENTS AS A RESULT OF

WATER DAMAGE.

8. PROVIDE BUILT-UP SADDLES ON HIGH SIDE OF ALL EQUIPMENT ON ROOF.

9. PROVIDE TAPERED EDGE STRIPS AS REQUIRED FOR SMOOTH TRANSITION

BETWEEN UNEVEN ROOF AREAS.

10. ALL ROOFS TO HAVE 1/4" PER FOOT SLOPE TO ROOF DRAINS UNLESS NOTED

OTHERWISE.

11. REFER TO DEMOLITION DRAWINGS FOR DEMOLITION AND SELECTIVE

DEMOLITION OF ROOF, ROOFING SYSTEM, AND ROOF EDGE ASSEMBLY.

12. TAPERED INSULATION (TAPERED, CRICKETS, SADDLES) TO BE 1/4" PER FOOT

MINIMUM TO ROOF DRAINS OR SCUPPERS, AS INDICATED.

ROOF PLAN GENERAL NOTES

EXISTING ROOF DRAINERD

ROOF SLOPE DIRECTION

(SEE ROOF PLANS)

ROOF HATCH

CRICKET 1/4" SLOPE

VENT THROUGH ROOF,

(E) EXISTING

HIGH POINT

LOW POINT

SLOPE

X"/1'-0" MIN.

ROOF DRAIN SUMP PAN

VTR(E)

HP

LP

ROOF PLAN LEGEND

EEF

EXISTING EXHAUST

FAN TO REMAIN

NORTH INDICATOR

INDICATES

PLAN NORTH

INDICATES

TRUE NORTH

View Name

1/A101Scale:1/8" = 1'-0"

VIEW NAME

VIEW SCALE

VIEW DESIGNATION

VIEW REF/SHEET REF

WHERE VIEW IS

REFERENCED

VIEW TITLE

A101

SIM

DETAIL SECTION

DETAIL REF.

SHEET REF.

ROOF PLAN NOTES

1 CONTRACTOR TO VISUALLY INSPECT ALL

EXISTING ROOF DRAIN LINES AND REMOVE

ANY DEBRIS.

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 Arlington Boulevard Fairfax, VA 22031-4619 703.849.0100

/6

/2

:5

:0

A

M

LOWER LEVEL

ROOF

ANNOTATION

PLAN

DEW

MR

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MAY 6, 2025

50186701

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A-121Scale: 1/8" = 1'-0" A1

SECOND FLOOR ANNOTATION PLAN

NEW EPDM ROOF MEMBRANE

1/2" COVERBOARD

MIN. R-30 AVE. RIGID ROOF INSULATION

VAPOR BARRIER

5/8" SUBSTRATE BOARD

EXISTING ROOF DECK

PROVIDE NEW BLKG, CURB,

MIN. HEIGHT - 4" ABOVE ROOF

SURFACE

PROVIDE NEW BLKG,

CURB AT PERIMETER,

TYP.

MIN. HEIGHT - 4" ABOVE

ROOF SURFACE AT HIGH

POINT

PROVIDE NEW BLKG, CURB,

MIN. HEIGHT - 8" ABOVE ROOF

SURFACE, AND REINSTALL

MECHANICAL EQUIP.

VTR(E)

VTR(E)

VTR(E)VTR(E)

VTR(E)

VTR(E)

VTR(E)

VTR(E)VTR(E)

VTR(E)

VTR(E)

VTR(E)

VTR(E)

VTR(E)

EEF

ERD

ERD ERD

ERD

PROVIDE NEW BLKG,

CURB, MIN. HEIGHT - 4"

ABOVE ROOF SURFACE

VTR(E)

PROVIDE NEW TERM

BAR, MIN. HEIGHT - 8"

ABOVE ROOF SURFACE

ERD

VTR(E)

C1

A-501

A4

A-501

A1

A-501

A3

A-501

O

P E

/4

S L O

P E

/4

" / 1 '-0

S L O

P E

/4

" / 1 '-0

S

L O

P E

/4

O

P E

/4

O

P E

/4

S L O

P E

/4

" / 1 '-0

O

P E

/4

O

P E

/4

S L O

P E

/4

" / 1 '-0

1 1

1 1 1

PROVIDE NEW TERM

BAR, MIN. HEIGHT - 8"

ABOVE ROOF SURFACE

PROVIDE NEW TERM

BAR, MIN. HEIGHT - 8"

ABOVE ROOF SURFACE

HP

O

P E

/4

O

P E

/4

O

P E

/4

LP LP

LP LP LP

O

P E

/4

O

P E

/4

O

P E

/4

O

P E

/4

S L O

P E

/4

" / 1 '-0

S L O

P E

/4

" / 1

O

P E

/4

S L O

P E

/4

" / 1

O

P E

/4

O

P E

/4

S L O

P E

/4

" / 1

O

P E

/4

S L O

P E

/4

" / 1 '-0

S L O

P E

/4

" / 1

O

P E

/4

O

P E

/4

HP HP

S

LO

P E

1/4" / 1'-0"

1. REFER TO DEMOLITION DRAWINGS FOR DEMOLITION AND SELECTIVE

DEMOLITION OF ROOF, ROOFING SYSTEM, AND ROOF EDGE ASSEMBLY.

2. TAPERED INSULATION (TAPERED, CRICKETS, SADDLES) TO BE 1/4" PER FOOT

MINIMUM TO ROOF DRAINS OR SCUPPERS, AS INDICATED.

3. AT PENETRATIONS, PROVIDE CRICKETS AS REQUIRED FOR POSITIVE DRAINAGE.

4. ROOF FLASHING DETAILS ARE GENERIC AND WILL NEED TO BE FINALIZED

DURING SHOP DRAWING SUBMITTALS BASED ON THE ROOFING

MANUFACTURER'S STANDARD DETAILS.

5. ALL ROOF PENETRATIONS MAY NOT BE SHOWN ON ROOF PLAN.

6. TAKE SPECIAL CARE NOT TO OVERLOAD ANY ROOFS WITH ROOFING MATERIAL,

EQUIPMENT, DEMOLITION DEBRIS, ETC. DO NOT LOAD ROOFS BEYOND NORMAL

DESIGN LIVE LOADS AND PROTECT DECK STRUCTURE FROM DAMAGE.

7. LEAVE THE WORK IN A WATER TIGHT CONDITION AT THE END OF EACH WORK

DAY AND EXPOSE ONLY THAT AMOUNT OF ROOF THAT CAN BE PROTECTED IN

THE EVENT OF AN EMERGENCY. CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY AND ALL DAMAGE TO THE BUILDING AND ITS CONTENTS AS A RESULT OF

WATER DAMAGE.

8. PROVIDE BUILT-UP SADDLES ON HIGH SIDE OF ALL EQUIPMENT ON ROOF.

9. PROVIDE TAPERED EDGE STRIPS AS REQUIRED FOR SMOOTH TRANSITION

BETWEEN UNEVEN ROOF AREAS.

10. ALL ROOFS TO HAVE 1/4" PER FOOT SLOPE TO ROOF DRAINS UNLESS NOTED

OTHERWISE.

11. REFER TO DEMOLITION DRAWINGS FOR DEMOLITION AND SELECTIVE

DEMOLITION OF ROOF, ROOFING SYSTEM, AND ROOF EDGE ASSEMBLY.

12. TAPERED INSULATION (TAPERED, CRICKETS, SADDLES) TO BE 1/4" PER FOOT

MINIMUM TO ROOF DRAINS OR SCUPPERS, AS INDICATED.

ROOF PLAN GENERAL NOTES

EXISTING ROOF DRAINERD

ROOF SLOPE DIRECTION

(SEE ROOF PLANS)

ROOF HATCH

CRICKET 1/4" SLOPE

VENT THROUGH ROOF,

(E) EXISTING

HIGH POINT

LOW POINT

SLOPE

X"/1'-0" MIN.

ROOF DRAIN SUMP PAN

VTR(E)

HP

LP

ROOF PLAN LEGEND

EEF

EXISTING EXHAUST

FAN TO REMAIN

NORTH INDICATOR

INDICATES

PLAN NORTH

INDICATES

TRUE NORTH

View Name

1/A101Scale:1/8" = 1'-0"

VIEW NAME

VIEW SCALE

VIEW DESIGNATION

VIEW REF/SHEET REF

WHERE VIEW IS

REFERENCED

VIEW TITLE

A101

SIM

DETAIL SECTION

DETAIL REF.

SHEET REF.

ROOF PLAN NOTES

1 CONTRACTOR TO VISUALLY INSPECT ALL

EXISTING ROOF DRAIN LINES AND REMOVE

ANY DEBRIS.

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 Arlington Boulevard Fairfax, VA 22031-4619 703.849.0100

/6

/2

:5

:0

A

M

UPPER LEVEL

ROOF

ANNOTATION

PLAN

DEW

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PHT

MAY 6, 2025

50186701

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A-131Scale: 1/8" = 1'-0" A1

THIRD FLOOR ANNOTATION PLAN

TYP.

INSULATED CURB

W/INTEGRAL DRIP

EDGE

THERMOPLASTIC

ROOF MEMBRANE

1/2" COVERBOARD

RIGID ROOF

INSULATION

LOCK STRIKE AND

PADLOCK HASP

MATCH EXISTING OPENING SIZE

HINGE

INSULATED ROOF

HATCH COVER

ARM GUIDE

BRACKET

HOLD OPEN ARM

W/ HAND GRIP

GASKET - ALL

AROUND COVER

LATCH AND

HANDLE W/

PADLOCK HASPS

M

IN

VAPOR BARRIER

5/8" SUBSTRATE

BOARD

EXISTING ROOF

DECK TO REMAIN

WELD 1/4" STEEL

ANGLE TO LADDER

RAILS AND EXISTING

ROOF CURB

NEW LADDER

ASSIST POST

RIGID ROOF

INSULATION

1/2" COVERBOARD

REINFORCED MEMBRANE

ATTACHMENT STRIP

THERMOPLASTIC

ROOF MEMBRANE

SEAM PLATE AND

FASTENER

SHEET METAL PARAPET CAP

PRESSURE TREATED

WOOD BLOCKING

CONTINUOUS CLEAT

FASTENER

GASKETED FASTENER

M

IN

/2

M

IN

EXTEND MEMBRANE

BELOW BLOCKING AND

SECURE

REMOVE ANY ROTTEN OF

DAMAGED BLOCKING AND

REPLACE WITH NEW

VAPOR BARRIER

5/8" SUBSTRATE

BOARD

EXISTING METAL

ROOF DECK

V A

R

IE

S

1" SPACE

AROUND

LAP SEALANT

STAINLESS STEEL

CLAMPING RING

EXISTING

VENT PIPE

M

IN

(SAME AS OTHER SIDE)

1"

WOOD BLOCKING

ANCHORED TO DECK

EXISTING ROOF

DECK . TO REMAIN

NEW ROOF SYSTEM

METAL FLASHING

DRAW BAND

PRE-MOLDED

MEMBRANE FLASHING1

M

IN

COVER BOARD

RIGID ROOF

INSULATION

SUBSTRATE

BOARD

VAPOR BARRIER

RIGID ROOF INSULATION

THERMOPLASTIC ROOF

MEMBRANE

1/2" COVERBOARD

FLASHING MEMBRANE

SEAM PLATE AND

FASTENER

SEALANT

SHEET METAL

COUNTERFLASHING

TERMINATION BAR

SEALANT BEHIND

COUNTERFLASHING

SEALANT TOOLED TO

FACILITATE WATER

RUN-OFF

EXISTING WALL

CONSTRUCTION

TO REMAIN

EXISTING ROOF DECK

TO REMAIN

SUBSTRATE BOARD

VAPOR BARRIER

A

54321

B

C

D

E

F

SCALE

APPROVED BY

CHECKED BY

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

REVISIONS

SEAL

KEY PLAN

Dewberry Architects Inc.

8401 Arlington Boulevard Fairfax, VA 22031-4619 703.849.0100

/6

/2

:5

:0

A

M

PLAN AND

SECTION DETAILS

DEW

MR

PHT

MAY 6, 2025

50186701

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A-501

Scale: 1 1/2" = 1'-0" C1

ROOF HATCH

Scale: 1 1/2" = 1'-0" A4

ROOF EDGE DETAIL

Scale: 1 1/2" = 1'-0"

A1

ROOF VENT FLASHING - TYPICAL

Scale: 1 1/2" = 1'-0" A3

ROOF-WALL CONDITION