Attachment 2 B Drawings Bldg 62 Renovation.pdf

SEE SCHEDULE FOR OVERALL

DIMENSIONS & DOOR MATERIAL

AA CC

SCWD - SOLID CORE WOOD

HM - HOLLOW METAL

ALUM - ALUMINUM

SS- STAINLESS STEEL

PAIR, FLUSH PAIR, HALF GLASS

DOOR TYPES

1/4" = 1'-0"

C

VISION GLASS

12" x 12" VIEW PANEL. RED FILM

BETWEEN DOUBLE TEMPERED

GLAZING

A

FLUSH

HM-2

FRAME TYPES

1/4" = 1'-0"

HOLLOW METAL

FRAMES

ALUMINUM FRAMES

S E

E S

C H

E D

SEE SCHED

AL-1

S E

E S

C H

E D

SEE SCHED.

HM - HOLLOW METAL

AL - ALUMINUM

NOTE: AT MASONRY

OPENINGS PROVIDE 4"

HEAD

STAINLESS STEEL

SS

S E

E S

C H

E D

SEE SCHED.

NOTE: AT MASONRY

OPENINGS PROVIDE 4"

HEAD

CMU BOND BEAM

DOOR, SEE SCHED.

FRAME BEYOND

BACKER ROD AND

SEALANT

EQ.

STAINLESS STEEL DOOR

HEAD

5 5/8"

FRAME IS ALWAYS FLUSH

WITH INSIDE OF HOLDING

ROOM

CMU

DOOR, SEE

SCHED.

JAMB ANCHORS, MIN. 3

PER\JAMB

STAINLESS STEEL

DOOR JAMB

5 5/8"

BACKER ROD AND

SEALANT

STANDING SURFACE

SAFETY GLASS

LOCATIONS

GLASS SCHEDULE FOR WALLS AND DOORS

NP - NOT PERMITTED

A - ACCEPTABLE

NR - NOT RECOMMENDED

FIRE-RATED

NON- FIRE-RATED

A N

N E A

LE

D

W

IR

E D

T E

M P

E R

E D

LA

M

IN

A T E D

F

IR

E -R

A T E

D

SAFETY NOT REQUIRED

SAFETY REQUIRED

SAFETY NOT REQUIRED

SAFETY REQUIRED

A

NOT ALL CONDITIONS SHOWN BELOW ARE

APPLICABLE TO THE SCOPE OF WORK.

A A A A

AA

A

ANP

NPNP

NPNP

NP

NP NP

NP

NR

NR

S.G. S.G.

WET AREAS CLOSE PROXIMITY

TO DOORS

GLAZED OPENINGS IN

DOORS

GLAZED OPENINGS IN PARTITIONS

3'-0"

(S

E E

N O

T E

WALKING

SURFACE

EXTERIORINTERIOR

FLOOR

SAFETY

BARS

" EXTERIORINTERIOR

FLOOR

SAFETY

BARS

GRADE

' M

A X

SAFETY GLAZING IS REQUIRED FOR:

SAFETY GLASS IS REQUIRED WHEN THE FOLLOWING CONDITIONS

ARE PRESENT:

- TOP OF GLAZING IS GREATER THAN OR EQUAL TO 36" AFF

-AREA OF SINGLE PANE IS GREATER THAN 9 SF

-BOTTOM OF GLAZING IS LESS THAN OR EQUAL TO 18" AFF

-WALKING SURFACE IS LOCATED WITHIN 36" OF ONE OR BOTH

SIDES

EXCEPTION:

GLASS DOES NOT NEED TO BE SAFETY GLASS WHEN 1 1/2" SAFETY

BAR IS INSTALLED WHERE WALKING SURFACE IS WITHIN 36" OF

GLASS.

SAFETY GLASS IS REQUIRED AT INTERIOR LITE WHEN BOTTOM

OF GLAZING IS LESS THAN OR EQUAL TO 18" AFF.

EXCEPTION:

INTERIOR LITE DOES NOT NEED TO BE SAFETY GLASS

WHEN 1 1/2" SAFETY BAR IS INSTALLED

SAFETY GLASS IS REQUIRED FOR EXTERIOR LITES EXCEPT

WHEN

THE BOTTOM OF THE GLAZING IS GREATER THAN OR EQUAL TO

FEET ABOVE GRADE.

ANY GLASS AROUND THESE AREAS AT

60" OR LESS ABOVE THE STANDING

SURFACE IS TO BE SAFETY GLASS.

SAFETY GLASS IS TO BE USED FOR ALL

DOORS AT HOT TUBS, WHIRLPOOLS,

SAUNAS, STEAM ROOMS, BATH TUBS OR

SHOWERS.

S.G. S.G.

S.G. S.G.

60"

60"

24"

GROUND FLOOR

277'-2"

6'-6"

3'-3" 3'-3"

AFX-1

FINISH SCHEDULE LEGEND

ACF ACOUSTICAL FABRIC

ACT ACOUSTIC CEILING TILE

BRD MARKER BOARD/ CHALKBOARD

CGD CORNER GUARD

CPT CARPET

CRT CERAMIC TILE

CTB CERAMIC TILE BASE

EPC EPOXY RESIN COUNTER SURFACE

EPX QUARTZ EPOXY RESINOUS FLOORING

EXS EXISTING FINISH

FMH FUME HOODS

FXS FIXED SEATING

GDC GROUND CONCRETE

GRT GROUT

HPL PLASTIC LAMINATE

IPT INTERIOR PAINT

IPX INTERIOR EPOXY PAINT

LVT LUXURY VINYL TILE

MBL MARBLE

PCT PORCELAIN TILE

PRP PLASTIC RESIN PANEL

PTB PORCELAIN TILE BASE

RBB RUBBER BASE

RBT RUBBER TILE

SDC STATIC DISSIPATIVE CONCRETE

SDT STATIC DISSIPATIVE TILE

SLC SEALED CONCRETE

SPF SPORTS FLOOR

SSC SOLID SURFACE

SWC SPECIALTY WALL COVERING

TLP TOILET PARTITION

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

WDF WOOD FLOORING

WDM WOOD MILLWORK

WKM WALK-OFF MAT

WNB WINDOW BLINDS

3 1/2"

WALL - EXISTING OR NEW

CONSTRUCTION

WALL FINISH - SEE FINISH SCHEDULE

UNDERLAYMENT FLOORYING

SYSTEM

R 1 1/2"

FLOORING FINISH ON

UNDERLAYMENT WHERE REQUIRED

/2

CEMENTITIOUS FLOOR TOPPING - INSTALL

NEAT TO SLOPE TO 1" AND ADD AGGREGATE

PER MANUF FOR 4" THICK SECTIONS.

/4

EXISTING CONCRETE SLAB (SEE PLAN FOR

EXTENTS)

CONTROL JOINT AS REQUIRED

RESINOUS EPOXY FLOORING FINISH

BONDING PRODUCT AS REQUIRED BY

TOPPING SLAB MANUF.

BASE BID

GENERAL FINISH NOTES:

A. SEE INTERIOR ELEVATIONS & REFLECTED CEILING PLANS FOR FULL EXTENT & LOCATION OF

MATERIALS.

B. SPECIFIC COLORS & PATTERNS TO BE PROVIDED IN SPREADSHEET FORMAT PENDING

CLIENT APPROVAL.

C. HATCH PATTERNS INDICATING FLOORING MATERIALS AND FINISHES ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE NOT INTENDED TO INDICATE THE FULL EXTENT

OF MATERIALS. HATCH PATTERNS DO NOT REPRESENT PRECISE PLACEMENT OF PATTERNS

AND MAY BE SUBJECT TO CHANGE. REFER TO FINISH SCHEDULE FOR FULL EXTENT AND

LOCATION OF MATERIALS.

D. WHERE LIKE MATERIALS TRANSITION AT DOORWAYS AND CASED OPENINGS, CONTINUE THE

PRODUCT INSTALLATION SEAMLESSLY THROUGH THE OPENING, CENTERED AT THRESHOLD.

DO NOT USE RUBBER OR MARBLE TRANSITION STRIPS UNLESS OTHERWISE NOTED. WHERE

VCT OR EPX ABUT DIFFERENT FLOORING MATERIALS, USE REDUCER (OR FEATHERSTONE

NO LESS THAN 12" FROM EDGE OF MATERIAL) TO RAISE FINISHED HEIGHT OF ADJACENT

FLOORING. WHERE EPX SELF COVE BASE IS LOCATED, USE SCHULTER SCHIENE AT TOP

CAP, INSTALLER TO DETERMINE APPROPRIATE SIZE/SHAPE.

E. PAINT FINISHES SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:

WALLS: IPX (INTERIOR EPOXY PAINT) OR IPT (INTERIOR PAINT)

TRIM: SEMI-GLOSS

CEILINGS: IPX (INTERIOR EPOXY PAINT)

F. WHERE EXISTING FINISHES ARE NOTED, CARE AND CAUTION SHALL BE TAKEN TO PROTECT

AND PRESERVE SAID FINISHES DURING THE CONSTRUCTION PROCESS. EXISTING CARPET

TILES ARE TO BE REMOVED WITH CARE SO AS TO ENABLE THEIR RE-USE IN OTHER

LOCATIONS AS NOTED.

G. WHERE DEMOLITION OCCURS AT ANY WALL, THE AREA IS TO BE REFINISHED, PRIMED AND

REPAINTED TO MATCH EXISTING OR ADJACENT SURFACES, OR AS OTHERWISE DIRECTED BY

ARCHITECT.

H. PROVIDE 1/2" SOLID SURFACE SILLS AT WINDOWS. BASIS OF DESIGN: CORIAN, COLOR TBD.

Copyright

Date

Title

Sheet No.

901 West Third Street Little Rock, Arkansas 72201 501.374.5300

Seal

Job No.

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A B C D E F G H J K L M N P Q R S

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WER Architects/Planners

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B u ild in g

C o n s t D o c s v a s a n d e rs o n

W E

.r v t

FDA Jefferson

Laboratories

BLDG. 62

RENOVATIONS

3900 NCTR Road, HFT_324

Jefferson, AR 72079

MEPFP ENGINEERS

Energy Engineering Consultants, Inc 10 Corporate Hill Dr Little Rock, AR 72205 501-244-0511

A7.02

SCHEDULES

03/24/22

FDAIDI21.01

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Road Jefferson, AR 72079

P ro je c t

N a m e

ISSUE FOR CONSTRUCTION

Door Schedule

Door Number

DOOR FRAME

U.L. Label Hardware

Set CommentsType Door

Material

Size Frame TypeWidth Height

141A C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

141B C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

143A C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

143B C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

149A C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

149B C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

150A C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

150B C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

151A C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

151B C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

152A C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

152B C SS 4'-0" 7'-0" SS 30 MIN RED FILM GLAZING

C1 A SS 4'-0" 7'-0" SS 30 MIN

C3A AA HM 6'-0" 7'-0" HM-2

C3B AA HM 6'-0" 7'-0" HM-2

C3C CC HM 8'-0" 8'-0" HM-2

C3D CC HM 8'-0" 8'-0" HM-2

C4 A SS 4'-0" 7'-0" SS 30 MIN

3" = 1'-0" A12

HOLLOW METAL HEAD @ HOLDING ROOMS

3" = 1'-0"

B12

HOLLOW METAL JAMB @ HOLDING ROOMS

Finish Schedule

Room Number Room Name

Floor Finish Base Finish Wall Finish Comments

141 LARGE HOLDING EPX EPX SELF COVE IPX WALL GUARDS AT GRATES, INTEGRAL COVED WALL BASE

143 NHP HOLDING EPX EPX SELF COVE IPX WALL GUARDS AT GRATES, INTEGRAL COVED WALL BASE

145 CLEAN CORR EPX EPX SELF COVE IPX PERIMETER WALL GUARDS, INTEGRAL COVED WALL BASE

146 DIRTY CORR EPX EPX SELF COVE IPX PERIMETER WALL GUARDS, INTEGRAL COVED WALL BASE

149 BEHAVIOR LAB/HOLDING EPX EPX SELF COVE IPX WALL GUARDS AT GRATES, INTEGRAL COVED WALL BASE

150 LRG BREEDING EPX EPX SELF COVE IPX WALL GUARDS AT GRATES, INTEGRAL COVED WALL BASE

151 LRG FARROW EPX EPX SELF COVE IPX WALL GUARDS AT GRATES, INTEGRAL COVED WALL BASE

152 LRG HOLD EPX EPX SELF COVE IPX WALL GUARDS AT GRATES, INTEGRAL COVED WALL BASE

156 BEHAVIOR -- PATCH MATCH EXISTING

FINISH

REPAINT

C3 CORRIDOR VCT RBB IPT

Grand total: 10

1" = 1'-0"

WALL BASE DETAIL

NOTE: ROOMS NOT ON SCHEDULE HAVE NO MAJOR WORK. WHERE MINOR FINISH PATCHING IS REQUIRED, MATCH

EXISTING ADJACENT FINISHES.

1 1/2" = 1'-0"

FLOOR SLOPE CONDITIONS

No. Issue Date

AREA L

AREA B

AREA A

1 8 3 4 5

AREA E

AREA L

REVISE ROOF DRAIN TO EAST

SIDE - SEE FLOOR PLAN

REMOVE EXISTING ROOF DRAIN

PIPING - SEE FLOOR PLAN

AREA B

AREA D

AREA C

AREA M

AREA E

AREA FAREA G

AREA H

1 REMOVE EXISTING COUNTER FLASHING. TURN NEW MEMBRANE AND FLASHING PLIES UP WALL PER DETAIL AND INSTALL NEW CONTINUOUS TERMINATION BAR WITH ANCHORS @ 12" O.C. MIN. AND CONTINUOUS SEALANT.

2 EXISTING SIDING TO REMAIN. REFLASH AT WALL-TO- ROOF CONATIONS AS DESCRIBED IN KEYED NOTE #12.

3 EXISTING ROOF DRAINS TO REMAIN - TYPICAL. REPLACE EXISTING STRAINER WITH NEW. REFLASH DRAIN PER DETAILS AND

IN ACCORDANCE WITH ROOF MFR'S RECOMMENDATIONS.

4 EXISTING VTR (VENT THRU ROOF) TO REMAIN. PROVIDE NEW FLASHING KIT PER MFR'S RECOMMENDATIONS. EXTEND

HEIGHT AS REQUIRED FOR ROOF WARRANTY.

5 EXISTING EXHAUST AND/OR FRESH AIR INTAKE HOOD. RAISE EXISTING CURB AS REQUIRED TO ACCOMMODATE NEW

INCREASED ROOF SYSTEM THICKNESS.

6 REMOVE EXISTING FASCIA AND REPLACE WITH NEW FASCIA PER DETAILS. COLOR TO BE SELECTED FROM MANUFACTURER'S

STANDARD COLOR LINE - TYPICAL AT ROOFS BEING REPLACED.

7 EXISTING METAL STANDING SEAM ROOF TO REMAIN - NOT IN SCOPE OF WORK. PROTECT FROM DAMAGE.

8 EXISTING ROOF TO BE REPLACED. REFER TO ROOF PLAN FOR ROOFTOP EQUIPMENT.

9 HATCHED AREA NOT IN SCOPE.

10 FREESTANDING CANOPY, COLUMNS, RAILINGS AND SLAB TO BE REMOVED. SEE ADD ALTERNATES

11 THIS ROOF NOT IN SCOPE.

12 REMOVE EXISTING TERMINATION BAR AND FLASHING. REPLACE WITH NEW MEMBRANE FLASHING AND TERMINATION BAR.

PROVIDE CONTINUOUS SEALANT AT TOP OF TERMINATION BAR - CONTINUOUS AT ENTIRE LENGTH OF WALLS.

13 EXISTING METAL SIDING TO REMAIN - NOT IN SCOPE OF WORK. PROTECT FROM DAMAGE.

14 CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY RAISING PIPING AS MAY BE NECESSARY TO PERFORM TEAR-OFF AND

REROOF.

15 REFER TO MCC PROJECT FOR NEW GENERATOR LOCATION. PROTECT DURING CONSTRUCTION.

16 REPLACE EXISTING GUTTER AND DOWNSPOUTS WITH NEW PREFINISHED ALUMINUM GUTTER AND DOWNSPOUTS. COLOR TO

BE SELECTED BY OWNER FROM MANUFACTURER'S STANDARD COLOR LINE.

17 NOT USED.

18 EXISTING ROOFTOP UNIT TO REMAIN. REFLASH SUPPORTS WITH LIQUID-APPLIED FLASHING.

19 REMOVE EXISTING METAL COPING. REPLACE WITH NEW PREFINISHED METAL COPING TO MATCH COLOR AND PROFILE.

EXTEND FLASHING UP AND OVER PARAPET BENEATH COPING PER DETAILS. PROVIDE NEW JOINT COVERS.

20 EXISTING FLUE , EXHAUST, AND/OR AIR-INTAKE TO REMAIN. REFLASH WITH LIQUID-APPLIED FLASHING.

21 REFLASH EXISTING DUCT PENETRATION CURB PER DETAIL.

22 REFER TO NOTES ON PHOTO 13 FOR ROOF AREAS B, C & D.

23 REFER TO NOTES ON PHOTO 1 FOR ROOF AREA E.

24 REFER TO NOTES ON PHOTO 17 FOR ROOF AREA F.

25 EXISTING LADDER TO REMAIN.

26 REMOVE EXISTING GUTTER AND REPLACE WITH NEW GUTTER WITH COLOR AND PROFILE TO MATCH EXISTING.

27 REMOVE EXISTING PIPE PITCH POCKET. INSTALL NEW PIPE PENETRATION ENCLOSURE SIMILAR TO DETAIL P9/A8.05. REFLASH

WITH LIQUID-APPLIED FLASHING.

28 REMOVE EXISTING DOWNSPOUT AND REPLACE WITH NEW PRE-FINISHED METAL DOWNSPOUT.

29 REMOVE CONCRETE SPLASHBLOCK. REPLACE WITH ALUMINUM SPLASHBLOCK. PROVIDE EXTRA MEMBRANE PAD BENEATH

SPLASHBLOCK. ADHERE PER MFR'S RECOMMENDATIONS..

30 EXISTING DRAIN LINE TO REMAIN. TEMPORARILY RAISE LINE AS REQUIRED DURING REROOF.

31 TEMPORARILY REMOVE CONDUIT FOR FLASHING AND COPING REMOVAL AND REINSTALLATION. REINSTALL CONDUIT AFTER

COPING IS COMPETE.

32 EXISTING EXHAUST FLUE OR FRESH AIR INTAKE TO REMAIN. REFLASH PER DETAIL.

33 REMOVE EXISTING MOISTURE RELIEF VENT (MRV) AND REPLACE WITH NW MOISTURE RELIEF VENT.

34 EXISTING EXHAUST FAN TO REMAIN. RAISE EXISTING CURB AS REQUIRED TO ACCOMMODATE NEW INCREASED ROOF

SYSTEM THICKNESS.

35 EXISTING ROOFTOP CONDENSER TO REMAIN. RAISE EXISTING CURB AS REQUIRED TO ACCOMMODATE NEW INCREASED

ROOF SYSTEM THICKNESS.

36 REMOVE EXISTING EXPANSION JOINT AND REPLACE WITH NEW PER DETAIL.

37 REFLASH EXISTING PITCH POCKETS WITH LIQUID-APPLIED FLASHING AT EXISTING DUCTWORK AND PIPING SUPPORTS.

PROVIDE NEW UMBRELLA AT EACH SUPPORT.

38 EXISTING DUCTWORK AND PIPING TO REMAIN. PROTECT FROM DAMAGE. CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY

RAISING PIPING AS MAY BE NECESSARY TO PERFORM TEAR-OFF AND REROOF.

39 REFER TO NOTES ON PHOTO 30 FOR ROOF AREA A.

40 EXISTING ROOFTOP UNIT TO REMAIN. RAISE EXISTING STEEL BEAM SUPPORTS AS REQUIRED FOR NEW ROOF THICKNESS.

REFLASH SUPPORTS WITH LIQUID-APPLIED FLASHING.

41 CIRCLED AREAS AT BRICK WALLS INDICATE MORTAR JOINT AND SEALANT ISSUES REQUIRING ATTENTION. INSPECT WALL, REMOVE SEALANT AND TUCKPOINT WITH NP-1 URETHANE SEALANT OR SIM.

42 CIRCLED AREAS AT BRICK WALLS INDICATED AREAS REQUIRING HELICAL MASONRY STITCHING TIES AND MASONRY PINNING.

KEYED NOTES FOR ROOF PHOTOS

CLEAN ALL EXISTING MASONRY WALLS WITH LOW WATER PRESSURE (100 TO 400 PSI) AND AS REQUIRED FOR FINISH. COAT ALL MASONRY WALLS WITH ELASTOMERIC COATING. SIM. OR EQUAL TO EL 750 ELASTOMERIC COATING. (APPROXIMATELY 20,000 SF OF

WALL SURFACE)

PROVIDE UNIT COSTS FOR OPEN JOINTS IN GROUT LARGER THAN 1/4" AND NOT SPECIFICALLY IDENTIFIED IN DRAWINGS.

PROVIDE UNIT COSTS FOR AREAS NOT IDENTIFIED ON DRAWINGS THAT MAY REQUIRING HELICAL TIES.

NOTES:

Copyright

Date

Title

Sheet No.

901 West Third Street Little Rock, Arkansas 72201 501.374.5300

Seal

Job No.

www.WERarch.com

SRQPNMLKJHGFEDCBA

A B C D E F G H J K L M N P Q R S

ARCHITECT

WER Architects/Planners

/1

/2

:0

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B u ild in g

C o n s t D o c s v a s a n d e rs o n

W E

.r v t

FDA Jefferson

Laboratories

BLDG. 62

RENOVATIONS

3900 NCTR Road, HFT_324

Jefferson, AR 72079

MEPFP ENGINEERS

Energy Engineering Consultants, Inc 10 Corporate Hill Dr Little Rock, AR 72205 501-244-0511

A8.01

REFERENCE

PHOTOS

03/24/22

FDAIDI21.01

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Road Jefferson, AR 72079

P ro je c t

N a m e

ISSUE FOR CONSTRUCTION

PHOTO 1 PHOTO 2 PHOTO 3

PHOTO 4 PHOTO 5 PHOTO 6

PHOTO 7 PHOTO 8 PHOTO 9

PHOTO 10 PHOTO 11 PHOTO 12

REMOVE EXISTING ROOF DRAIN

PIPING - SEE FLOOR PLAN

AREA DRAINS - SEE FLOOR PLAN

No. Issue Date