Attachment 2 A Drawings Bldg 62 Renovation.pdf

BUILDING 62

NCTR ROAD

NCTR PROPERTY

NCTR ROAD

NCTR ROAD

NCTR ROAD

NCTR ROAD

STAGECOACH

ROAD

NCTR CAMPUS

Copyright

Architect

WITSELL EVANS RASCO

901 West Third Street

Little Rock, Arkansas 72201

501.374.5300 www.WERarch.com

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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

P ro je c t

N a m e

ISSUE FOR CONSTRUCTION

03/24/22

A0.01 LIFE SAFETY AND SITE INFORMATION

A1.00 OVERALL, PHASING, CONNECTOR

A1.01 DEMOLITION PLAN

A1.02 NEW CONSTRUCTION PLANS

A1.03 ROOF PLAN

A1.11 CEILING PLAN, AND DETAILS

A4.02 ENLARGED VIEWS

A6.01 PARTITION SCHEDULE

A6.02 PARTITION FRAMING DETAILS

A7.02 SCHEDULES

A8.01 REFERENCE PHOTOS

A8.02 REFERENCE PHOTOS

A8.03 REFERENCE PHOTOS

A8.04 REFERENCE PHOTOS

A8.05 ROOF DETAILS

A8.06 ROOF DETAILS

A9.00 REFERENCE DRAWINGS

A9.01 REFERENCE DRAWINGS

A9.02 REFERENCE DRAWINGS

A9.03 REFERENCE DRAWINGS

A9.04 REFERENCE DRAWING

A0.00 TITLE SHEET

ARCHITECTURAL

INDEX OF DRAWINGS:CAMPUS MAP

VICINITY MAP

M1.01 MECHANICAL DEMOLITION PLAN

M1.02 MECHANICAL DEMOLITION PLAN

M2.01 MECHANICAL PLAN

M3.01 MECHANICAL ROOMS

M4.01 MECHANICAL DETAILS

M5.01 MECHANICAL CONTROLS

M6.01 MECHANICAL SCHEDULES

MECHANICAL

P1.01 PLUMBING DEMOLITION PLAN

P2.01 PLUMBING PLAN

P3.01 PLUMBING DETAILS

PLUMBING

E0.01 ELECTRICAL SITE PLAN

E0.02 ELECTRICAL SITE PLAN WEST

E1.01 ELECTRICAL DEMOLITION PLAN

E2.01 LIGHTING PLAN

E2.02 POWER AND SYSTEMS PLAN

ELECTRICAL

UP

F.E.C.

F.E.C.

F.E .C

F.E .C

I HOUR WALL

LIFE SAFETY LEGEND

FIRE

EXTINGUISHER

CABINET

FEC

EXIT SIGN - HATCH

INDICATES DIRECTION

5A 5D 85A85B85C85D

B62 B50

B26

B10

B14 B54

B

B

A

B

B

B

C

B

D

B

E

B17

B16

B11

B46

B44

B45

B07

B02

B06

5B 5C

BUILDING 62

POSSIBLE

LOCATION OF

CONSTRUCTION

DUMPSTER - COORDINATION

WITH COR

PATH OF TRAVEL FOR

MATERIAL DELIVERY

CONTRACTOR

PARKING/LAYOUT - PROVIDE

6' TALL CONSTRUCTION

FENCE AROUND LAYOUT

AREA(S)

CONTRACTOR'S GATE

SECURITY CHECKPOINT

PROPOSED

CONNECTOR

BETWEEN 62 AND 85

CAMPUS ENTRANCE

MAIN SECURITY

CHECKPOINT. COORDINATE

USE OF EAST SECURITY

CHECKPOINT FOR PRIMARY

CONTRACTOR ACCESS

NEW 4 HEAD SITE

LIGHTING - REF ELEC,

COORD. W/ COR FOR

EXACT LOCTION

DUMPSTER PAD

50'-0"

REPLACE EXTERIOR

LIGHTS - REFERENCE

ELECTRICAL

DRAWINGS -REF

SQUARE SYMBOL

A0.01

GENERAL CONSTRUCTION NOTES

1. CONTRACTOR TO MAINTAIN CLEAR AND SAFE ROUTES FOR VEHICULAR AND PEDESTRIAN TRAFFIC

AT ALL TIMES.

2. COORDINATE ALL WORK AND CONSTRUCTION FENCING AND GATES WITH OWNER AND ENGINEER

PRIOR TO ANY CONSTRUCTION.

3. ALL ITEMS TO BE REMOVED AND DISPOSED OF SHALL BE REMOVED OFFSITE AND DISPOSED AT

AN APPROPRIATE FACILITY AT THE CONTRACTOR'S EXPENSE.

4. ALL STREETS, WALKS, DRIVES, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC. THAT ARE

DISTRUBED DURING CONSTRUCTION EITHER INSIDE OR OUTSIDE THE PROPTERTY LINE OR

DESIGNATED WORK LIMITS SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING

LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE TO THE CONTRACTOR.

5. CONTRACTOR SHALL COORDINATE THE WORK CLOSELY WITH CONCURRENT AND ADJACENT

WORK BY OTHERS.

6. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER DEVICES

NECESSARY TO PROVIDE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL FOR

UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY

RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.

COORIDORS 1

HOUR WALLS

AND CEILINGS

ASSUMED 2

HOUR WALL

EXIT

EXIT

EXIT

EXIT

ACT Acoustical Ceiling Tile ADJ Adjacent AFF Above Finished Floor AGGR Aggregate ALUM Aluminum ALT Alternate ANOD Anodized AP Access Panel APPROX Approximate ARCH Architectural AWP Acoustical Wall Panel BB Bulletin Board B.M. Bench Mark BD Board BETW Between BF Backface BG Bumper Guard BL Bed Locator BL Building Line BLDG Building BLKG Blocking BM Beam BOT Bottom BR Bumper Rail BRD Marker Board/ Chalk Board BRG Bearing BRK Brick BSMT Basement BU ROD Back-Up Rod BUR Built-Up Roof BW Bearing Wall C Compact Parking Space CDR Card Reader CEM Cement CGD Corner Guard CJ Control Joint CL Center Line CLG Ceiling CLR Clear CMB Concrete Masonry Base CMTS Cementitious CMU Concrete Masonry Unit COL Column COMM Communications CONC Concrete CONN Connection CONST Construction CONT Continuous COORD Coordinate CORR Corridor CPT Carpet CR Crash Rail CRJ Construction Joint CRT Ceramic Tile CSK Countersunk CTD Centered CTR Center CW Curtain Wall D Depth DBA Deformed Bar Anchor DET Detail DF Drinking Fountain DIA Diameter DIAPH Diaphragm DIM Dimension

RBB Rubber Base RBT Rubber Tile RCP Reflected Ceiling Plan RD Roof Drain REBAR Reinforcing Bar RECP Receptacle REF Refer or Reference REINF Reinforcing RELOC Relocate/ Relocated REQ'D Required RFVC Recessed Fire Valve Cab RM Room RO Rough Opening SAB Sound Attenuation Blanket SCHED Schedule SECT Section SHT Sheet SHWR Shower SIM Similar SLC Sealed Concrete SO Structural Opening SOG Slab on Grade SP Stand Pipe SPA Space or Spacing SPEC Specification SQ Square SSC Solid Surface SS Stainless Steel STA Station STC Sound Transmission Class STC Stained Concrete STD Standard STIFF Stiffener STIR Stirrup STL Steel STRUC Structural SWC Specialty Wall Covering SYM Symmetrical SVL - Sheet Vinyl SYS System T Tread T&B Top and Bottom TB Twin Bed TC Top of Curb TEL Telephone TEMP Temperature TH Threshold THK Thick TLP Toilet Partition TLT Toilet TOB Top of Beam TOC Top of Concrete TOF Top of Footing TOP Top of Parapet TOS Top of Slab TOSTL Top of Steel TRZ Poured Terrazzo TT Treatment Table TW Top of Wall TYP Typical UNO Unless Noted Otherwise VCT Vinyl Composition Tile VIF Verify In Field VWC Vinyl Wall Covering W Width WWF Welded Wire Fabric

DRAWING ABBREVIATIONS

DISP Dispenser DJ Deflection Joint DK Desk DL Dead Load DN Down DS Down Spout DS Dishwasher DWG Drawing DWGS Drawings DWLS Dowels EA Each EF Each Face EIFS Exterior Insulation and Finish System EJ Expansion Joint EL Elevation ELEC Electric ELEV Elevator EQ Equal EQUIP Equipment ESC Escalator EW Each Way EWC Electric Water Cooler EXP BLT Expansion Bolt EXT Exterior FD Floor Drain FDN Foundation FE Fire Extinguisher FEC Fire Extinguisher Cabinet FF Finish Floor FHC Fire Hose Cabinet FIN Finish FLR Floor FMH Fume Hoods FOS Face of Stud FS Far Side FT Foot FTG Footing FV Field Verify FVC Fire Valve Cabinet FXS Fixed Seating GA Gauge GALV Galvanized GB Grade Beam GDC Ground Concrete GEN General GFRC Glass-Fiber Reinforced Concrete GI Galvanized Iron GL Glass GLS Glass Mosaic Tile GND Ground GRG Glass- Reinforced Gypsum GRT Grout GBD Gypsum Board HB Hose Bib HDW Hardware HDWD Hardwood HK Hook HM Hollow Metal HOR Horizontal HP High Point HR Hour INSUL Insulation IPC Interior Paint Color IPT Interior Paint

LL Live Load LLH Long Leg Horizontal LLV Long Leg Vertical LOC Location LP Low Point LT Light LVT Luxury Vinyl Tile LWC Lightweight Concrete MAS Masonry MAT'L Material MAX Maximum MBL Marble MECH Mechanical MEMB Membrane MFG Manufacturer MISC Miscellaneous MO Masonry Opening MOD BIT Modified Bitumen MOD Modified MSL Mean Sea Level MTL Metal MW Microwave N/A Not Applicable NA Not Available NIC Not in Contract NOM Nominal NS Near Side NTS Not to Scale NWC Normal Weight Concrete OA Over All OC On Center OD Outside Diameter OD Overflow Drain OFCI Owner Furnished, Contractor Installed OFOI Owner Furnished, Owner Installed OH Opposite Hand OPNG Opening OPP Opposite OSF Outside Face PL Plastic Laminate PC Precast Concrete PCF Pounds per Cubic Foot PCT Porcelain Tile PENT Penthouse PL Property Line PL Plate PLUMB Plumbing PLYWD Plywood PP Push Plate POL Polished PORT CEM Portland Cement PR Pair PREFAB Prefabricated PRP Plastic Resin Panel PSF Pounds per Square Foot PSI Pounds per Square Inch PT Point PTB Porcelain Tile Base PTD Painted R Riser RAD Radius RAF Rubberized Asphalt Flashing RAM Rubberized Asphalt Membrane RAU Rubberized Asphalt Underlayment RB Rubber Base

50'-0" 6'-0"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

CONCRETE FILLED

STEEL PIPE

BOLLARD

- 10' x 50' - 6" THICK 4000 PSI CONCRETE #4

REBAR @ 6" O.C. EACH WAY 4" SB-2-

TURNDOWN PERIMETER EDGE 12"

CONTINUOUS 1/2" EXPANSION JOINT W/

SEALANT

VERIFY ALL UTILITIES

A0.01

FACE OF EXISTING

CONSTRUCTION

6"

9"

#4 BARS 6" O.C.

C L

R

CRUSHED AGGREGATE BASE COURSE

COMPACTED SUBGRADE

2'-0"

6"

6" SCHEDULE 40 PIPE

FILL WITH GROUT AND DOME TOP, PAINT

BRING CONCRETE FOUNDATION UP TO

GRADE IN LANDSCAPE AREAS, SLOPE

TOP AWAY FROM PIPE FOR DRAINAGE

EXPANSION JOINT

MATERIAL AT PAVING

REINFORCED CONCRETE FOUNDATION

AND SURROUNDING SLAB (RE: CIVIL &

STRUCTURAL)

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

Copyright

Date

Title

Sheet No.

901 West Third Street Little Rock, Arkansas 72201 501.374.5300

Seal

Job No.

www.WERarch.com

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ARCHITECT

WER Architects/Planners

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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

A0.01

LIFE SAFETY AND

SITE

INFORMATION

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

1" = 200'-0"

CAMPUS PLAN

1/16" = 1'-0"

GROUND FLOOR LIFE SAFETY

1/8" = 1'-0"

DUMPSTER PAD PLAN

1/2" = 1'-0"

CONCRETE PAD AT DUMPSTER

1/2" = 1'-0"

PIPE BOLLARD

No. Issue Date

NOTE:

FLOOR PLAN IS NOT SIGNIFICANLY MODIFIED FROM ORIGINAL LAYOUT.

BUSINESS OCCUPANCY

289 OCCUPANTS AT FIRST FLOOR

1 HOUR CORRIDOR WALLS

F.E.C.

F.E.C.

F.E .C

F.E .C

DEBRIS REMOVAL AND ACCESS FOR

CONCRETE WORK.

CONTRACTOR

ACCESS TO

BASEMENT LEVEL

A1.004A1.00 5

NOT IN SCOPE

OF WORK-

OCCUPIED AREA

NOT IN SCOPE

OF WORK

GENERATOR - COORDINATE WITH MCC

PROJECT- PROTECT EQUIPMENT

COORDINATE ROOM ACCESS

DURING CONSTRUCTION WITH

OCCUPANTS - TREATMENT,

RECOVER, SURGERY PREP,

NECROPSY.

DUST PARTITION

DUST PARTITION - OR

SEAL DOORS AIR TIGHT

DUST PARTITION OR

SEAL DOORS AIR TIGHT

DUST

PARTITION

CONSTRUCTION

PARTITION

CONSTRUCTION

PARTITION

CONSTRUCTION

PARTITION W/ TEMPORARY

ACCESS DOOR

COORIDOR IS LAST

AREA OF RENOV

COORIDOR IS LAST

AREA OF RENOV TO

ALLOW ACCESS AS

REQUIRED

DUST PARTITION - OR

SEAL DOORS AIR TIGHT

CONSTRUCTION PARTITION

W/ TEMPORARY ACCESS

DOOR

COORDINATECONSTRUCTION

PARTITION W/ COR AND

OCCUPANT'S SCHEDULE FOR USE

OF TREATMENT, RECOVERY,

SURGERY PREP, NECROPSY,

6'-0"

COORDINATE BUILDING ACCESS

AND CLOSURE OF OPENINGS WITH

COR AND OCCUPANT'S OF

BUILDING

CONTRACTOR TO PROVIDE

TEMPORARY ENCLOSURE FOR EGRESS

OF CONSTRUCTION. ENCLOSURE

SHALL BE ROOFED AND WALL

ENCLOSURE, PROVIDE LOCKING

CONSTRUCTION DOOR

*NOTE:

COMPLETE CONNECTING

CORRIDOR AND ASSOCIATED WORK

WITHIN THIS AREA BEFORE

CLOSING OFF ANY OTHER AREAS IN

BUILDING 62

THE AHU ABOVE THIS SPACE TO BE FULLY

OPERATIONAL AND PUNCHED BEFORE

CONTINUING WITH WORK AT HOLDING

ROOMS. ALLOW A (2) WEEK PERIOD FROM

CLOSE OUTS OF THIS AHU BEFORE

COMMENCING TO NEXT PHASE.

PHASING ORDER TO BE DEVELOPED AND COORDINATED WITH COR

PRIOR TO CONTRACTOR MOBILIZATION.

THE MAJOR PHASES ARE:

AHU REPLACEMENT AT ANIMAL QUARANTINE

BUILDING 62 AND BUILDING 85 CONNECTOR

RE-ROOFING

EXTERIOR WALL RENOVATIONS

HOLDING ROOM RENOVATIONS

DEMOLITION OF EXISTING

CANOPY AND CONSTRUCTION

OF NEW ENCLOSURE SEE ADD

ALTERNATES

SEWER LINING AND MANHOLE

REHABILITATION SEE ADD

ALTERNATES

NO MAJOR

WORK. COORD.

WITH MECH AND

ELECTRICAL

A1.11

PREFINISHED METAL GUTTER

PREFINISHED METAL WALL PANEL

ALUMINUM FRAMED STOREFRONT SYSTEM

EXPANSION JOINT

PREFINISHED METAL DOWNSPOUT

FIXTURE - REF ELEC

COORDINATE OPENINGS WITH

DIAGONAL FLAT STRAPPING AS

REQUIRED BY METAL STUD

MANUF. DESIGN

EXISTING CONSTRUCTION

A1.11

PREFINISHED METAL ROOF

EDGE TRIM

EXPANSION JOINT

EXPANSION JOINT

HOLLOW METAL

DOOR AND FRAME

PREFINISHED METAL WALL PANEL

DIAGONAL FLAT STRAPPING AS

REQUIRED BY METAL STUD

MANUF. DESIGN

PLAN

BASE

HEAD

UNDERSIDE OF CEILING

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT (2 BEADS @

GWB AND 2 BEADS @ RUNNER. TYPICAL)

METAL RUNNER FASTENED 24" O.C. MAX

SOUND ATTENUATION BLANKET

5/8" GYPSUM BOARD WITH TAPED JOINTS

METAL RUNNER FASTENED 24" O.C. MAX

VISQUEEN - TAPE/SEAL TO FLOOR AND AT JOINTS

T.O. SLAB

METAL STUDS

VISQUEEN - TAPE/SEAL TO CEILING AND AT JOINTS

PLAN

BASE

HEAD

UNDERSIDE OF EXISTING CEILING

METAL RUNNER BRACED TO

ABOVE STRUCTURE AS

NECESSARY

SOUND ATTENUATION BLANKET

5/8" GYPSUM BOARD WITH TAPED JOINTS

METAL RUNNER FASTENED 24" O.C. MAX

T.O. SLAB

3 5/8" METAL STUD FRAMING

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

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W E

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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

A1.00

OVERALL,

PHASING,

CONNECTOR

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

3/32" = 1'-0"

GROUND FLOOR_OVERALL AND PHASING

1/4" = 1'-0"

CORRIDOR EAST ELEVATION

1/4" = 1'-0"

CORRIDOR WEST ELEVATION

1" = 1'-0"

DUST PARTITION - REFER TO DASHED DOT LINE TYPE

1" = 1'-0"

CONSTRUCTION PARTITION - REFER TO DOT LINE TYPE

CLEAN

CLEANCLEAN

DIRTY

TREATMENT SURGERY

SURGERY PREPRECOVERY

NECROPSY

No. Issue Date

F.E .C

TLT JAN TLT TLT UTILITY STOR

ELEVW/DSTAIR

NH - PRIMATE

FOOD STORAGE

DIRTY PROCESSING

CLEAN PRCESSING

OPEN PIT

DOSING

OFFICE

OFFICE

OFFICE

OFFICE

NECROPSY

TREATMENT SURGERY

RECOVERY SURGERY PREP

CLEAN CORRIDOR

CORRIDOR

DIRTY

CLEAN

CLEAN

BEHAVIOR LAB

PET LAB

WET LAB

RECYLCING

CORRIDOR

CLEAN

CLEAN

DIRTY

AIR LOCK

A B C D EX

TLT OFFICE

DIRTY WASH

CLEAN WASH

DIRTY CORR VESTIBULE

NH-PRIMATE

CLEAN CORR

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE (2ND

BEHAVIOR LAB)

LAB GEN

LAB SUPT

LAB SUPT

LAB SUPT

LAB CIRC

LAB GEN

FEED/BED

GOWN

NH-PRIMATE

NH-PRIMATE

STOR STOR

SHORE UP EXISTING FRAMING AS NECESSARY SEE REFERENCE DRAWINGS. A9.01,A9.02

27'-6 5/8" 27'-2 1/2"

EXISTING CMU WALLS TO

REMAIN - PROTECT

1. DEMOLITION SCOPE IS DESCRIBED IN CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, CONTRACTOR SHALL REFER TO ALL DRAWINGS TO

DETERMINE THE COMPLETE DEMOLITION SCOPE REQUIRED.

2. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO COMMENCING DEMOLITION AND

NOTIFY THE ARCHITECT AND OWNER OF ANY MAJOR DISCREPANCIES BETWEEN DEMOLITION

DRAWINGS AND EXISTING CONDITIONS.

3. REMOVE DEMOLITION MATERIALS PROMPTLY AND DISPOSE OF LEGALLY OFF SITE. DEBRIS TO

BE REMOVED FROM WORK AREA TO A DUMPSTER. PROTECT ROUTE AS REQUIRED. REMOVE AND

TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND

AREAS. CONTRACTOR TO VERIFY PROPOSED LOCATION OF DUMPSTER WITH FACILITIES.

4. ITEMS ON THE DEMOLITION PLANS SHOWN DASHED ARE INTENDED TO BE DEMOLISHED.

5. REMOVAL OF FINISHES SHALL INCLUDE REMOVAL OF ADHESIVES, BACKINGS, FASTENINGS, ETC.

ASSOCIATED WITH THE FINISHED MATERIAL TO BE REMOVED.

6. DEMOLISH ALL ELECTRICAL DEVICES, CONDUIT AND CONDUCTORS IN WALLS TO BE REMOVED.

ALL FEEDER CIRCUIT CONDUCTORS SHALL BE DEMOLISHED BACK TO PANEL UNLESS OTHERWISE

NOTED. CONDUIT ABOVE CEILING BACK TO PANEL MAY BE REUSED AS COORDINATED WITH WORK

FROM OTHER TRADES.

7. EXISTING MATERIALS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. EXISTING

BUILDING MATERIALS AND/OR FINISHES THAT ARE DAMAGED SHALL BE REPAIRED AND/OR

REPLACED TO SATISFACTION OF THE OWNER AND ARCHITECT AT NO ADDITIONAL COST TO THE

OWNER.

8. ANY HIDDEN STRUCTURAL COLUMNS OR SUPPORT IS TO BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT PRIOR TO REMOVAL. ANY BUILDING SUPPORT WHICH DEVIATES FROM THAT

SHOWN OR IS IN QUESTION IS TO BE BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY.

9. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, WARNING SIGNS

AND GUARDS NECESSARY TO PROTECT THE PUBLIC AND ADJOINING PROPERTY FROM DAMAGE,

ALL IN ACCORDANCE WITH APPLICABLE REGULATION

10. PROVIDE FINAL CLEANING THROUGHOUT.

11. REFERENCE SHEETS A9.00 THROUGH A9.03 FOR INFORMATION ON EXISTING CONDITIONS AND

MATERIALS

DEMOLITION - GENERAL NOTES:

A B C D EX

4" CONCRETE TOPPING

AND EPOXY FINISH -

REMOVE COMPONENETS

DOWN TO EXISTING

BUILDING SLAB

SLAB ON GRADE.

REMOVE FLOORING

DOWN TO EXISTING

SLAB

TLT JAN TLT TLT UTILITY STOR

NH - PRIMATE

FOOD STORAGE

DIRTY PROCESSING

CLEAN PRCESSING

OPEN PIT

DOSING

NECROPSY

TREATMENT SURGERY

RECOVERY SURGERY PREP

CLEAN CORRIDOR

DIRTY

CLEAN

CLEAN

BEHAVIOR LAB

PET LAB

WET LAB

RECYLCING

CLEAN

CLEAN

DIRTY

AIR LOCK

CLEAN WASH

CLEAN CORR

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE

NH - PRIMATE (2ND BEHAVIOR LAB)

FEED/BED

STOR STOR

CMU CONSTRUCTION CMU CONSTRUCTION

METAL STUD FRAME

CONSTRUCTION

DOUBLE WYTHE 6" CMU

CONSTRUCTION

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

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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

A1.01

DEMOLITION PLAN

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

1/8" = 1'-0"

GROUND FLOOR DEMOLITION

KEYNOTE - DEMOLITION

01 METAL STUD FRAMED WALLS IDENTIFIED WITH DASH - REMOVE

02 EPOXY WALL BASE TO 48" AFF - REMOVE

03 SAW CUT TRENCH AT CONCRETE FLOOR SLAB AS REQUIRED FOR PLUMBING EXTENT

04 DOOR AND FRAME - REMOVE

06 GYPSUM CEILING AND ACOUSTIC INSULATION - REMOVE. COORDINATE WITH REFERENCE

DRAWINGS A9.02

07 CMU PARTITION AND SPLAYED FLOOR BASE - REMOVE CMU AND PORTION AS REQUIRED FOR

INSTALLATION OF NEW DOOR.COORDINATE NEW LINTEL INSTALLATION AT CMU

08 VERIFY IN FIELD LOCATION OF NEW DOOR - REMOVE DOUBLE WYTHE CMU PORTION AS REQUIRED

FOR INSTALLATION OF NEW DOOR AND LINTEL.

09 STRUCTURAL STEEL COLUMNS - PROTECT - TYP.

11 SWITCHGEAR AND ENCLOSURE - COORDINATE WITH MCC PROJECT SCOPE

12 GENERATOR AND GENERATOR ACCESS- COORDINATE WITH MCC PROJECT SCOPE

13 REMOVE EXISTING WALL COATINGS AND PREP FOR NEW FINISHES

14 EXISTING FLOOR EPOXY COATING ON CONCRETE UNDERLAYMENT - REMOVE AS NECESSARY

DOWN TO ORIGINAL CONCRETE SLAB SURFACE AND AS REQUIRED TO MEET DESIGN IN NEW

CONSTRUCTION. SEE LOCATIONS OF 4" CONCRETE TOPPING SLAB ON

15 WALLS TO REMAIN - REMOVE FINISHES DOWN TO SUBSTRATE. COORDINATE PATCHING LOCATIONS

WITH MEP SCOPE OF DEMOLISHING WALL MOUNTED EQUIPMENT

16 FABRICATED POST SUPPORTED CANOPY, STEEL RAILING AND CONCRETE SLAB - REMOVE

1" = 10'-0" M10

EXISTING CONDITIONS

F.E .C

A B C D EX

A4.02

G14

LARGE HOLDING

BEHAVIOR

LAB/HOLDING

LRG BREEDING

LRG FARROW

LRG HOLD

PROCESSING

STAIR

RECORDS

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

TLT

D GOWN

173A

CIRC

196B

HOLDING

HOLDING

HOLDING

CIRC

170B

CLEAN CORR

170A

CLEAN WASH

ISOLATION

DOSING

LAB SUPT

JAN

FOOD STOR

GOWN

SURGERY

SURGERY PREP

RECOVERY

NECROPSY

AIR LOCK

BEHAVIOR

WET LAB

PET LAB

MRI PREP

DIRTY CORR

CLEAN CORR

UTILITY

TLT

JAN

TLT

STOR

PROCESSING

STOR

TREATMENT

MRI

LAB GAS

MECHANICAL

EQUIP

WAITING

CONTROL

CORRIDOR

100A

TLT

DIRTY CORR

196A

DIRTY WASH

ELEV

E

NHP HOLDING

02 02

149A

149B

152A 152B

151B

150B150A

151A

15'-3 3/4" 1'-4" 54'-10" 7'-6"

A1.004A1.00 5

A1.11

C3C

C3D

/4

AFX-1

11'-1"

6'-4 5/8" 11'-5 1/2"

43'-5 1/4"

13FFE 274.19'

FFE 274.74'

EXISTING AREA/YARD

DRAIN - REPAIRED. SEE

MEP

S L O

P E

SLOPE

CORRIDOR

C3

MH

C3A

C3B

3A

3A

C4

8'-0"

6B

6B

S L O

P E

2A

C1

141A 141B

143A 143B

6B 6B

6B 6B

/4

S L O

P E

D O

W N

T O

B U

IL

D

IN

G

SLOPE

1. ALL MASONRY DIMENSIONS ARE NOMINAL, NOT ACTUAL.

2. ALL OTHER DIMENIONS ARE TO FACE OF STUD (F.O.C.) OR GRIDLINE UNLESS NOTED

OTHERWISE. CONTRACTOR IS TO VERIFY ALL DIMENIONS PRIOR TO CONSTRUCTION. COORDINATE ALL TRADES TO AVOID ANY DIMENSIONAL DISCREPANCIES. CONTACT ARCHITECT FOR DIMENSIONS NOT SHOWN.

3. AT EXPOSED SEALED OR POLISHED CONCRETE FLOORS, VERIFY CONTROL JOINT LOCATIONS/PATTERN

WITH ARCHITECT.

4. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSION INFORMATION.

5. REFER TO FLOOR PATTERN PLANS AND FINISH SCHEDULE FOR FINISHES AND FLOOR FINISH PATTERNS

FLOOR PLAN - GENERAL NOTES:

/1 A101

ROOM NAME

DOOR NUMBER

ROOM NUMBER

VIEW NUMBER / SHEET

LOCATION

A101

SIM

SECTION NUMBER

SHEET

LOCATION

A.F.F.

1i

1'-0"

A101

SIM

COLUMN

GRID

CEILING

MATERIAL

CEILING

HEIGHT

DETAIL

NUMBER

SHEET

LOCATION

REFERENCE

ELEVATION

FLOOR PLAN LEGEND

AL-XX FRAME

TYPE

Level Name

Elevation

1 REVISION

TAG

A100 A1 ELEVATION

TAG

1A PARTITION

TYPE

B.B.

FIRE EXTINGUISHER

CABINET

BULLETIN

BOARD

C.G. CORNER

GUARD

FIRE

EXTINGUISHER

F.E.

TOILET ACCESSORY

TYPE

TA-1

FEC

ROOM

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

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:0

A

M

C U s e rs

\a s a n d e rs o n

\D o c u m e n ts \F

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ID

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D A

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

A1.02

NEW

CONSTRUCTION

PLANS

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

1/8" = 1'-0"

GROUND FLOOR NEW

KEYNOTE - PLAN

# User Keynote Text

01 TEMPORARY CONSTRUCTION BARRIER - SEE DETAILS

02 STAINLESS STEEL WALL PROTECTION - CONTINUOUS ON ALL CORRIDOR WALLS

WITH RADIUS CORNERS. PROVIDE FASTENING AS REQUIRED BY MANUF FOR

VARIED WALL TYPES.-MOUNT AT 36" AFF TO CENTER.

03 4" CONCRETE STOOP ON GRADE - SLOPE AWAY FROM BUILDING

04 PATCH WALL AT DOOR DEMO LOCATION. FINISH FLUSH WITH ADJACENT

SURFACES

05 INFILL WITH CMU WALL AND ALIGN W/ ADJACENT WALLS.RECONFIGURE STEEL

LINTEL FOR NEW OPENING. REFER TO A9.01 AND 9.02 FOR EXISTING

CONDITIONS.

06 GENERATOR AND GENERATOR ACCESS- COORDINATE WITH MCC PROJECT

SCOPE

07 THIS AREA GRAVELED AS PART OF ANOTHER PROJECT - PROTECT

08 EXPANSION JOINT -SIM. OR EQUAL TO JOINTMASTER 615 2"

09 6"x6" PREFINISHED ALUMINUM DOWNSPOUT AND CONCRETE SPLASH BLOCK -

COORDINATE W/ SEPARATE PROJECT IN THIS AREA FOR GRADING. SLOPE SO

WATER MOVES AWAY FROM BUILDING

10 CONCRETE LANDING - PROTECT

11 INLET DRAIN - PROTECT

12 SWITCHGEAR AND ENCLOSURE- COORDINATE WITH MCC PROJECT SCOPE

13 #4 x 2'-0" DOWELS @ 12" O.C. INTO EXISTING SLAB WITH HILTI HIT-HY200

ADHESIVE. IMBED 8" MIN., GREASE/OIL OPPOSITE END

14 DUCTILE IRON YARD DRAIN BASIN 2' x 2' GRATE ASSEMBLY. - TIE INTO EXISTING

STORM DRAIN VIF INLET AND OUTLET OF EXISTING STORM MANHOLES AND

INLETS TO ASSURE PROPER DRAINAGE

15 DOWNSPOUT CONNECTOR ONTO EXISTING DOWNSPOUT LEADER - TIE INTO

UNDERGROUND INLET

18 GRAVEL TO MATCH SITE GRAVEL FINISH ON EAST SIDE OF CORRIDOR

19 ROOF DRAIN CONNECTION - RELOCATE ROOF DRAIN CONNECTION TO EAST

SIDE OF CORRIDOR AND TIE INTO UNDERGROUND INLET

20 6"x6" PREFINISHED ALUMINUM DOWNSPOUT - TIE INTO UNDERGROUND STORM

DRAIN DOWNSPOUT ADAPTER AND 8" ADS N-12 ST PIPE

100 NO WORK THIS AREA

.C

A1.004A1.00 5

1/4" / 12"

BLDG 62

A1.03

Sim

BLDG 62

RD

RD RD

RD RD

CONDENSING UNIT

VTR EF

VTR VTR VTR VTR

RD

VTR

EXISTING ROOF LADDER

VTR VTR

VTR

EF

DUCT/ROOF

PENETRATION

GUTTER

VTR

VTR

RD

RD

ROOF LADDER

EXHAUST

EXHAUST

RD

RD

VTR

VTR

RDRD

RD

RD

RD

RD

CURB

CONDENSING UNIT

GUTTER

DS

DS

EXISTING ROOF LADDER

EXISTING ROOF LADDER

CONDENSING UNIT

VTR

EQUIPMENT CURB/POCKET

CONDENSING UNIT

RD

VTR

VTR

VTR

RDRD

RD

RD

RD

EQUIPMENT CURB/POCKET

DS

DS

PIPES DOWN AND PITCH POCKET

VTR

EXISTING ROOF

LADDER

DS

DS

DS

DS

PIPES ON RACKS

WITH PITCH POCKETS

PIPES ABOVE ROOF

INTO BUILDING 50

STANDING SEAM ROOF 'DOG HOUSE'- NO WORK

DS

REPLACE EXISTING GUTTER

DS

ELECTRICAL CONDUIT - COORDINATE

WITH MCC PROJECT

PHOTO 12

P H

O T O

P H O

TO

P H

O T

O

STANDING SEAM ROOF -

NO WORK

+/- 14'-8" AFF

+/- 30'-0" AFF

+/- 36'-0" AFF

+/- 12'-8" AFF

+/- 42'-0" AFF

+/- 18'-0" AFF

+/- 58'-0" AFF

+/- 67'-0" AFF

+/- 59'-0" AFF

+/- 10'-0" AFF

EXTERIOR METAL STAIR

+/- 12'-8" AFF

EXTERIOR METAL STAIR

LANDING

+/- 13'-8" AFF

EXISTING ROOF LADDER

RD

RD

RD

CANOPY - NOT IN

SCOPE OF WORK

CANOPY - NOT IN

SCOPE OF WORK

CANOPY - NOT IN SCOPE OF WORK

CANOPY - NOT IN SCOPE OF WORKCANOPY - NOT IN SCOPE OF WORK

P H

O T O

P H

O T

O

P H

O T

O

A1.03

Sim

PHOTO 3

P H

O T

O

PH

O

TO

PHOTO 8

P H

O T O

EXISTING DOWNSPOUT - RE-ROUTE

DOWNSPOUT TO DRAIN ONTO NEW

ROOF

P H

O T O

P H

O T

O

P H

O T

O

P H

O T

O

P H

O T

O

PHOTO 18

PHOTO 19

P H

O T

O

P H

O T

O

P H

O T

O

RD

P H

O T

O

P H

O T

O

P H

O T

O

P H

O T

O

P H

O T

O

P H

O T

O

P H

O T

O

PHOTO 31

HATCHED BUILDING 85 NOT IN SCOPE

EXISTING O.F. SCUPPER - EXTEND

8" BEYOND FACE OF BRICK

EXISTING O.F. SCUPPER - EXTEND

8" BEYOND FACE OF BRICK

EXISTING O.F. SCUPPER - EXTEND

8" BEYOND FACE OF BRICK

EXISTING O.F.

SCUPPER - EXTEND

8" BEYOND FACE OF

BRICK

EXISTING O.F. SCUPPER - EXTEND

8" BEYOND FACE OF BRICK

EXISTING O.F. SCUPPER - EXTEND

8" BEYOND FACE OF BRICK

HATCHED BUILDING NOT IN SCOPE

EXISTING ROOF

LADDER

EXISTING ROOF

LADDER

DS

DSDOOR TO ACCESS

THIS ROOF

AREA A

AREA A

AREA B

AREA C

AREA D

AREA E AREA F AREA G AREA H

AREA J AREA K

AREA L

AREA M

ROOFTOP DUCTWORK & PIPING WHICH IS TO REMAIN

IS NOT SHOWN. REFER TO PHOTOS 30, 31 & 32.

REFLASH ALL PENETRATIONS.

PROVIDE TUCKPOINTING AT COMPROMISED

MORTAR JOINTS PRIMARILY AT AREAS

IDENTIFIED BY DASHED LINES AND

INDICATED ON PHOTOS.

PROVIDE TUCKPOINTING AT

COMPROMISED MORTAR JOINTS

PRIMARILY AT AREAS IDENTIFIED BY

DASHED LINES AND INDICATED ON

PHOTOS.

P H

O T

O

PHOTO 35

P H

O T O

P H

O T

O

CONDENSING UNIT FOR CONNECTING

CORRIDOR

P H

O T

O

A

REPLACE EXISTING DOWNSPOUT

REPLACE EXISTING DOWNSPOUT

EXISTING OVERHANG. SEE PHOTO 29A/A8.03

REMOVE AND REPLACE EXISTING

EXPANSION JOINT COVER AT

ROOF-TO-WALL E.J. - TYP.

REMOVE AND REPLACE EXISTING

EXPANSION JOINT COVER AT

ROOF-TO-WALL E.J. - TYP.

PROVIDE TUCKPOINTING AT COMPROMISED

MORTAR JOINTS PRIMARILY AT AREAS

IDENTIFIED BY DASHED LINES AND

INDICATED ON PHOTOS.

MODIFIED BITUMEN

ROOFING SYSTEM

PREFINISHED MTL. GUTTER

AND DOWNSPOUTS

A14

A8.05

A14

A8.05

F9

A8.05

F9

A8.05

F9

A8.05

F9

A8.05

M10

A8.06

TYP

F9

A8.05

F9

A8.05

M10

A8.06

TYP

F9

A8.05

F9

A8.05

F14

A8.06

CAUTION: CONSTRUCTION CREWS ARE

NOT PERMITTED TO WALK ON THIS ROOF.

CONFIRM WITH OWNER EXACTLY WHICH

AREAS ARE OFF LIMITS PRIOR TO

CONSTRUCTION.

EXISTING MECH BRIDGE AND

PIPTING - PROTECT

ROOF SLOPE

TAPERED INSULATION

ROOF ASSEMBLY NOTE:

1. ENTIRELY REMOVE EXISTING ROOFING SYSTEM DOWN TO

EXISTING GYPSUM DECK AND/OR STEEL DECK.

2. FULLY ADHERE NEW INSULATION TO EXISTING DECK WITH

ADHESIVE APPROVED AND WARRANTED BY ROOFING

MANUFUACTURER. PULL TEST FOR EACH TYPE OF DECK

REQUIRED.

3. REFER TO DETAILS AND SPECIFICATION FOR COVERBOARD

AND BASE AND CAP SHEET MEMBRANES.

MECHANICAL, ELECTRICAL & PLUMBING WORK ON ROOF

ALL MEP WORK, INCLUDING DEMOLITION AND

INSTALLATION OF PIPING, MECHANICAL EQUIPMENT AND

DUCTWORK, AS RELATED TO THIS PROJECT IS TO BE

COMPLETED BEFORE THE ROOF REPLACEMENT

COMMENCES IN ORDER TO PROTECT THE NEW ROOF.

CONTRACTOR VERIFICATION

CONTRACTOR TO COORDINATE WITH ROOFING

MANUFACTURER FOR REQUIREMENTS OF PASSING PULL

TEST AND REMEDIATION OF ANY AREAS THAT HAVE NOT

PASSED THE PULL TEST.

PATCHING AND REPAIR OF GYPSUM ROOF DECK

REPAIR AND PATCH LIGHT WEIGHT GYPSUM ROOF DECK

WITH SIPLAST SONOPLAST OR EQUAL PER

MANUFACTURER’S RECOMMENDATIONS. PROVIDE A UNIT

PRICE PER SQUARE FOOT FOR REPAIR AND PATCHING

OF DECK. DOCUMENT LOCATIONS AND QUANTITIES.

REPORT FINDINGS TO OWNER. INCLUDE IN THE BASE BID

A QUANTITY OF 300 SQUARE FEET OF REPAIR AND

PATCHING

ROOF SCOPE OF WORK - BUILDING 62

1.EXISTING ROOF DRAINS TO REMAIN. REFLASH PER

DETAILS. REPORT ANY EXISTING DETERIORATION TO

ARCHITECT. SLOPE IS BUILT INTO EXISTING DECK.

MAINTAIN POSITIVE DRAINAGE.

2.REPLACE ALL EXISTING PREFINISHED ROOF EDGE

METAL, GRAVEL GUARDS, FASCIAS, ETC. TYPICAL AT ALL

PERIMETER LOCATIONS. SUBMITTALS REQUIRED. COLOR

TO BE SELECTED BY ARCHITECT FROM

MANUFACTURER'S STANDARD COLOR LINE.

3.REFLASH ALL NEW AND EXISTING ROOFTOP

EQUIPMENT INCLUDING, BUT NOT LIMITED TO, METAL

FLUES, VTR's, EXHAUST FAN/AHU CURBS, PIPE AND

CONDUIT PENETRATIONS, BUILT-IN LADDER SUPPORTS,

STRUCTURAL SUPPORT PENETRATIONS AND OTHER

MISC. ROOFTOP ITEMS. REFER TO ROOF DETAILS.

4.TEMPORARILY RAISE ANY EXISTING ROOFTOP

EQUIPMENT, PIPING, CONDUITS ETC, AND ASSOCIATED

SUPPORTS AS REQUIRED TO ACCOMPLISH ROOF TEAR-

OFF AND ROOF INSTALLATION. REINSTALL AND REUSE

EXISTING SUPPORTS.

5.PROVIDE CRICKETS AT 1/2" PER FOOT SLOPE IF AND

WHERE REQUIRED FOR POSITIVE DRAINAGE.

6.THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE

MEANS AND METHODS OF DEMOLITION AND THE SAFETY

OF THE EXISTING STRUCTURE.

7.COORDINATE ANY ELECTRICAL SHUTDOWNS WHICH

MIGHT BE NECESSARY WITH OWNER 15 DAYS IN

ADVANCE. COORDINATE STAGING OF CRANES AND

OTHER LIFTING EQUIPMENT WITH OWNER 5 DAYS IN

ADVANCE.

8.ONLY TEAR-OFF EXISTING ROOFING IN QUANTITIES AS

CAN BE WEATHERPROOFED THE SAME DAY. SCHEDULE

INSTALLATION APPLICATIONS SO THAT NO PARTIALLY

COMPLETED SECTIONS OF ROOF ARE LEFT EXPOSED AT

THE END OF THE WORKDAY.

9.EVERY EFFORT HAS BEEN MADE TO GENERALLY

IDENTIFY EXISTING FLASHING CONDITIONS AND

PENETRATIONS - ROOF DRAINS, VTR'S, MASONRY FLUES,

ROUND OR SQUARE GALV. FLUES AND PIPE

PENETRATIONS. ANY ROOFTOP ITEMS NOT SPECIFICALLY

IDENTIFIED ARE TO BE FLASHED PER SIMILAR DETAILS

AND NOTES AND PER MFR'S RECOMMENDATIONS.

CONTRACTOR IS RESPONSIBLE FOR QUANTITIES.

10.CONTRACTOR IS TO VERIFY EXISTING CONDITIONS,

DIMENSIONS, AND QUANTITIES PRIOR TO BIDDING.

CONTINUOUS SANTOPRENE SEAL

SIM OR EQUAL TO JOINTMASTER

A611

CONTINUOUS ALUMINUM FRAME

ACOUSTICAL CEILING

TILE AND TEE GRID

EXISTING MASONRY WALL

WALL TO ROOF EXPANSION JOINT

EXISTING MASONRY

CONSTRUCTION

MEMBRANE

ROOFING SYSTEM

M

IN

TERMINATION BAR AND

SEALANT

TURN UP ROOFING

MEMBRANE SYSTEM

2".

CONTRACTOR TO SURVEY EXISTING CONDITIONS AND COORDINATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED.

WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF THE CONFLICT. NOTIFY ARCHITECT IMMEDIATELY.

ALL EXISTING STRUCTURE THAT IS SHOWN IS FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR.

THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION AND THE SAFETY OF THE EXISTING STRUCTURE.

CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREAS.

PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK THAT IS TO REMAIN AND/OR IS EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS.

DEBRIS TO BE REMOVED FROM WORK AREA TO A DUMPSTER. PROTECT ROUTE AS REQUIRED. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. CONTRACTOR TO VERIFY

PROPOSED LOCATION OF DUMPSTER WITH NCTR.

LOCATIONS OF ALL STRUCTURAL ELEMENTS ARE SCHEMATIC/ DIAGRAMMATIC. CONTRACTOR TO FIELD VERIFY. NO STRUCTURAL MEMBERS SHALL BE CUT, ALTERED, WITHOUT PRIOR APPROVAL BY THE ARCHITECT/STRUCTURAL ENGINEER.

NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

PROTECT ADJACENT EXTERIOR MATERIAL TO REMAIN DURING DEMOLITION.

FOR ALL DEMOLITION PLANS REFER TO DEMOLITION KEY NOTES TO DETERMINE THE FULL EXTENT OF SELECTIVE DEMOLITION.

DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT INDICATED ON DEMOLITION PLAN AND/OR AS REQUIRED TO INSTALL NEW WORK SHOWN/SPECIFIED ELSEWHERE. USE METHODS REQUIRED TO COMPLETE WORK WITHIN

LIMITATIONS OF GOVERNING REGULATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-DEMOLITION ASBESTOS SAMPLING. SEE SPEC FOR DETAIL REGARDING REPORT AND COST ESTIMATION.

GENERAL ROOF DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

AREA A 3,670 S.F.

AREA B 1,060 S.F

AREA C 3,200 S.F.

AREA D 4,800 S.F.

AREA E 1,720 S.F.

AREA F 3,060 S.F.

AREA G 850 S.F.

AREA H 4,250 S.F.

AREA J 1,480 S.F.

AREA K 4,420 S.F.

AREA L 490 S.F.

AREA M 160 S.F.

ROOF AREA SIZES

SIZES ARE APPROXIMATE.

VERIFY IN FIELD

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

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A

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\a s a n d e rs o n

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D A

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

A1.03

ROOF PLAN

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

1" = 10'-0"

ROOF PLAN FOR ROOF REPLACEMENT SCOPE - SEE ADD ALTERNATE SPECIFICATION

1 1/2" = 1'-0"

EXPANSION JOINT SECTION

A B C D EX

A1.11

A.F.F.

GBD 1HR

9'-0" A.F.F.

GBD 1HR

9'-0"

A.F.F.

GBD

9'-0"

A.F.F.

GBD

9'-0"

A.F.F.

GBD 1HR

9'-0"

A1.03

A1.03

Sim

A.F.F.

GBD

9'-0" A.F.F.

GBD

9'-0"

A.F.F.

GBD

9'-0"

A.F.F.

GBD

9'-0"

A.F.F.

GBD 1HR

8'-8"

A.F.F.

ACT-1

9'-11"

A.F.F.

GBD 1HR

9'-0"

TYP. VERIFY CEILING

HEIGHT. MATCH

EXISTING CEILING

HEIGHTS

GROUND FLOOR

277'-2"

A1.11

K2

A1.11

K5

A1.11

P2

A1.11

P5

A1.03

4" SLAB ON GRADE REINFORCED WITH #4 BARS @ 18" O.C.

SUPPORTED ON CHAIRS AND CENTERED IN SLAB

VAPOR BARRIER

6" DRAINAGE FILL

COMPACTED EARTH

GRAVEL FILL - VERIFY

WITH EXISTING PROJECT

METAL WALL PANEL

MINERAL FIBER BOARD

INSULATION

EXTERIOR SHEATHING

FIBERGLASS BATT

INSULATION

ALUMINUM FRAMED

STOREFRONT SYSTEM

PREFINISHED METAL 6"

x6" GUTTER AND

DOWNSPOUT

MEMBRANE ROOFING

SYSTEM

REFERE TO CEILING

PLAN

6" LOAD BEARING METAL

STUD FRAMING

COLD FORMED METAL

JOIST ROOF FRAMING AT

16" O.C. MIN.

PROVIDE 1/2" EXPANSION JOINT FILLER AT

ALL CONDITIONS WHERE NEW CONCRETE

MEETS EXISTING CONCRETE

PROVIDE (2) #6 LONGITUDINAL BARS TOP & BOTT.

w/ #4 TIES @ 48" O.C.

PREFIN. MTL EDGE TRIM

PREFIN. MTL EDGE TRIM

/8

1/4" / 12"

METAL WALL PANEL SYSTEM

MINERAL FIBER BOARD

INSULATION

WEATHER BARRIER

EXTERIOR SHEATHING

6" FIBERGLASS BATT INSULATION

6" COLD-FORMED METAL

FRAMING (CFMF), 16" O.C. MAX

5/8" GYPSUM WALLBOARD

ALUMINUM FRAMED

STOREFRONT SYSTEM W/ HIGH

PERFORMANCE SILL, TYP.

FRTW BLOCKING (CONTINUOUS

ON ALL SIDES OF OPENING, TYP.)

CONTINUOUS SEALANT AT

PERIMETER (SEAL TO WEATHER

BARRIER)

PREFINISHED METAL SILL

FLASHING TO MATCH WALL PANEL,

SLOPED TO DRAIN

1/2" SOLID SURFACE WINDOW

SILL WITH EASED EDGE, BASIS

OF DESIGN: CORIAN, COLOR

TBD CONTINUOUS "J" TRIM &

CLEAT

3 1/8" 4 1/2"

WEATHER BARRIER

1" RIGID BD. INSULATION

(CONT. TYP.)

PREFIN.. MTL. GUTTER AND

DOWNSPOUT SYSTEM (FINISH

TO MATCH MTL. PNL.)

MEMBRANE ROOFING

SYSTEM

ROOF MEMBRANE

FLASHING AT GUTTERS

CONT. TREATED

BLOCKING

METAL WALL PANEL

R-20 RIGID BOARD ROOF

INSULATION

1 1/2" METAL DECK x 20 GA

GALV "B" DECK

FOAM IN PLACE INSULATION

5/8" EXTERIOR

SHEATHING

6" FIBERGLASS BATT INSULATION

6" COLD-FORMED METAL

FRAMING (CFMF), 16" O.C. MAX

5/8" GYPSUM WALLBOARD

FRTW BLOCKING (CONTINUOUS

ON ALL SIDES OF OPENING, TYP.)

CONTINUOUS SEALANT AT

PERIMETER (SEAL TO WEATHER

BARRIER, TYP.)

PREFINISHED METAL "J"

TRIM (FINISH TO MATCH

METAL WALL PANEL, TYP.)

METAL WALL PANEL SYSTEM

(VERTICAL PANEL)

MINERAL FIBER BOARD

INSULATION

WEATHER BARRIER

EXTERIOR SHEATHING

PREFINISHED METAL HEAD

FLASHING TO MATCH WALL PANEL

(SEAL AND FLASH TO WEATHER

BARRIER, TYP.)

SEALANT AND BACKER ROD

SLOPE FRTW BLOCKING

EXISTING GRAVEL SURFACE -

REMOVE AND REPLACE AS

REQUIRED

LIGHT GAUGE SUPPORT ANGLE

BY LIGHT GAUGE MANUF. (SEAL

TO FOUNDATION AND

EXTERIOR SHEATHING)

WEATHER BARRIER

MINERAL FIBER BOARD

INSULATION

PREFIN. MTL. WALL PANEL

SYSTEM

EXTERIOR SHEATHING

PREFIN. MTL. BASE TRIM BY

MTL. PANEL MANUF.(FINISH

TO MATCH MTL. WALL PANEL)

6" FIBERGLASS BATT

INSULATION

6" METAL STUD FRAMING

(CFMF), 16" O.C. MAX

5/8" GYPSUM WALLBOARD

BASE AS SCHEDULED

4" CONC SLAB REINF. W/ #4

@ 18" O.C. EA WAY

CLOSURE (PANEL FILLER)

BASE FLASHING

CONT. "Z" FURRING AT 16" O.C.

(OR AS REQ'D BY MANUF., TYP.)

VAPOR BARRIER

(2) #6 BARS TOP & BOTT. w/ #

4 TIES @ 48" O.C.

COMPACTED GRAVEL FILL

Copyright

Date

Title

Sheet No.

901 West Third Street Little Rock, Arkansas 72201 501.374.5300

Seal

Job No.

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ARCHITECT

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

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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

A1.11

CEILING PLAN,

AND DETAILS

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

1/8" = 1'-0"

REFLECTED CEILING - NEW CONSTRUCTION

3/4" = 1'-0"

EXTERIOR SECTION

1 1/2" = 1'-0" P2

WINDOW SILL

1 1/2" = 1'-0"

K2

PARAPET NEW CONNECTOR

1 1/2" = 1'-0" K5

WINDOW HEAD

1 1/2" = 1'-0" P5

SILL DETAIL

A B C DX

71'-6" 6" 8'-5"

A4.02

A2

LARGE

HOLDING

BEHAVIOR

LAB/HOLDING

LRG

BREEDING

LRG HOLD

F2

SLOPE

SLOPE

CLEAN CLEAN DIRTY

K2

A11

A4.02

SLOPE

SLOPE

SLOPE

SLOPE

NHP

HOLDING

LRG

FARROW

SLOPE

SLOPE

C L

E A

R

C L

E A

R

C L

E A

R

SLOPE

SLOPE

152A

152B

151B151A

150A 150B

149B

149A

M .O

M .O

M .O

M .O

SLOPE

SLOPE

A4.02

A2

Sim

A4.02

A3

FULL LENGTH SLOPING

TRENCH AND GRATE.

TYP. AT ALL HOLDING

ROOMS

INFILL AT DOOR DEMO

6B

6C

6B

6B

6B

6B

6B

6B

6B

6B

6B

6B

6B5

8'-4" 1'-4"

/2

DOOR IN EXISTING

MASONRY OPENING

DOOR IN EXISTING

MASONRY OPENING DOOR IN EXISTING

MASONRY OPENING

DOOR IN EXISTING

MASONRY OPENING

DOOR IN EXISTING

MASONRY OPENING

DOOR IN NEW

MASONRY OPENING

TYP HOLDING ROOM ELEVATIONS

6B

C4

INFILL WITH DOUBLE WYTH

8" CMU REFER TO A9.01

DETAIL G4 AND A9.02 H1

FOR SIMILIAR CONDITION.

EXTEND LINTEL FOR NEW

OPENING LOCATION

6B

6B

141A 141B

143B143A

A14

A4.02

SimTYP.

6B

6B

C1

C L E

A R

/4

PROVIDE SMOOTH

TRANSISTION

BETWEEN

CORRIDOR AND

FINISHES - TYP.

EPOXY FLOORING SELF

COVE BASE - TURN UP

WALL 8"

A11

A4.02

STAINLESS STEEL

WALL PROTECTION

RAIL

RETURN VENTS -

COORD WITH MEP

CONTINUOUS TRENCH DRAIN

2" 4'-0" 2"

CAGE WASH WATER

SUPPLY/FLUSHING CONTROL

PANEL - COORDINATE WITH MEP

EXISTING CMU WALL WITH NEW

FINISHES

STAINLESS STEEL DOOR AND

FRAME W/ PROTECTION PANEL

LEVER PROTECTION AND RED

FILM GLASS AT DOOR LITE - SEE

HARDWARE SPECIFICATIONS

STAINLESS STEEL

WALL PROTECTION

RAIL

*ALL HOLDING ROOMS ARE SIMILIAR CONTINUOUS TRENCH DRAIN

EXISTING CMU WALL WITH NEW

FINISHES

STAINLESS STEEL DOOR AND

FRAME W/ PROTECTION PANEL

LEVER PROTECTION AND RED

FILM GLASS AT DOOR LITE - SEE

HARDWARE SPECIFICATIONS

MECHANICAL/STRUCTURAL

CHASE/NOISE ISOLATION

TRENCH SPRAY NOZZLE

SLOPED CONCRETE FLOOR

TOPPING

EXISTING CONCRETE

FLOOR

STEEL C JOIST

SOUND ATTENUATING

INSULATION

CONCRETE MASONRY

UNIT - 2 COATS BLOCK

FILLER AND IPX FINISH

2 LAYERS OF WR GYPSUM BOARD

CEILING W/ 2 STAGE IPX FINISH

INSULATION RETAINER

SLOPE TRENCH TO DRAIN

GRATE - REF MEP

A4.02

A14

EXISTING

WALL PROTECTION RAIL

4"

SLOPE

TRENCH DRAIN COVER FLUSH

WITH FLOOR FINISH - REF

PLUMBING

NOTCH BACK UNDERLAYMENT

AS NECESSARY FOR FLUSH

TRENCH COVER INSTALLATION

TYPICAL TRENCH DRAIN

SUPPORT SYSTEM BY TRENCH

DRAIN MANUF.

WALL CONSTRUCTION - REF

PARTITION SCHEDULE

FLOOR DRAIN AND STRAINER

ASSEMBLY BEYOND

TRENCH SPRAY NOZZLE

TOPPING SLAB - SIM OR EQUAL

TO SIKA QUICK 1,000

8"

EXISTING FLOOR SLAB

(WHERE OCCURS)

TURN UP EPOXY FLOOR

COATING +/- 6" TO MATCH

EXISTING SLOPED BASE

DETAILS

4"4"

0"

4"

0"

4"4"

4"

0"

4"

TROUGH -1"

TROUGH (DRAIN) -3"

TROUGH -1"

5/8" / 12"

5/8" / 12"

B.O. DOOR THRESHOLD TO

BE FLUSH WITH COORIDOR

AND HIGH POINT OF HOLDING

ROOM

NOTE:

-TROUGH (DRAIN) SLOPES TO DRAIN

-DOOR THRESHOLDS ARE ASSUMED AT +4" TO BE FLUSH WITH

TOP OF TOPPING SLAB

-1"

0"

TROUGH

ROOM

DRAIN

SLOPE SLOPE

SLOPESLOPE SLOPE

-3" 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

:1

A

M

C U s e rs

\a s a n d e rs o n

\D o c u m e n ts \F

D A

ID

I2

.0

-F

D A

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

A4.02

ENLARGED VIEWS

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

1/4" = 1'-0" G14

ENLARGED HOLDING

1/4" = 1'-0" A2

INTERIOR ELEV - PEN WALL

1/4" = 1'-0"

F2

INTERIOR ELEV - HOLDING TO DIRTY

1/4" = 1'-0" K2

INTERIOR ELEV - HOLDING TO CLEAN

1/2" = 1'-0" A11

TYPICAL WALL SECTION AT TOPPING SLAB HOLDING ROOM LOCATIONS

3" = 1'-0" A14

TRENCH DRAIN DETAIL

A6

TYPICAL HOLDING ROOM SLOPE LAYOUT

1/2" = 1'-0" A3

ENLARGED PLAN TRENCH SLOPE PLAN

PLAN

BASE

HEAD

UNDERSIDE OF STRUCTURE

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT

2 BEADS @ GWB AND 2 BEADS @ RUNNER. TYPICAL)

EDGE TRIM. TYPICAL WHERE VISIBLE

METAL RUNNER FASTENED 24" O.C. MAX

METAL STUDS (SEE SCHEDULE BELOW)

SOUND ATTENUATION BLANKET WHERE SCHED

5/8" GYPSUM BOARD U.N.O.

ADDITIONAL LAYER OF GWB WHERE SCHED

METAL RUNNER FASTENED 24" O.C. MAX

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT (2 BEADS @

GWB AND 2 BEADS @ RUNNER. TYPICAL)

T.O. SLAB

PLAN

BASE

HEAD

UNDERSIDE OF STRUCTURE

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT

(2 BEADS @ GWB AND 2 BEADS @ RUNNER. TYPICAL)

EDGE TRIM. TYPICAL WHERE VISIBLE

LINE OF CEILING. SEE REFLECTED CEILING PLAN

METAL RUNNER FASTENED 24" O.C. MAX

METAL STUDS (SEE SCHEDULE BELOW)

SOUND ATTENUATION BLANKET WHERE SCHED

5/8" GYPSUM BOARD U.N.O.

ADDITIONAL LAYER OF GWB WHERE SCHED

METAL RUNNER FASTENED 24" O.C. MAX

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT

(2 BEADS @ GWB AND 2 BEADS @ RUNNER. TYPICAL)

T.O. SLAB

PLAN

BASE

HEAD

UNDERSIDE OF STRUCTURE

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT (2 BEADS @

GWB AND 2 BEADS @ RUNNER. TYPICAL)

EDGE TRIM. TYPICAL WHERE VISIBLE

LINE OF CEILING. SEE REFLECTED CEILING PLAN

METAL RUNNER FASTENED 24" O.C. MAX

SOUND ATTENUATION BLANKET WHERE SCHED

5/8" GYPSUM BOARD U.N.O.

ADDITIONAL LAYER OF GWB WHERE SCHED

METAL RUNNER FASTENED 24" O.C. MAX

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT (2 BEADS @ GWB

AND 2 BEADS @ RUNNER. TYPICAL)

T.O. SLAB

SHIM SPACE WITH BRACES AS REQD

METAL STUDS (SEE SCHEDULE BELOW)

PLAN

BASE

HEAD

UNDERSIDE OF STRUCTURE

PERIMETER APPLICATION OF CONT. BEADS OF

SEALANT (2 BEADS @ GWB AND 2 BEADS @ RUNNER.

TYPICAL)

SOUND ATTENUATION BLANKET

WHERE SCHEDULED

5/8" GYPSUM BOARD U.N.O.

ADDITIONAL LAYER OF GWB

WHERE SCHEDULED

PERIMETER APPLICATION OF CONT. BEADS

OF SEALANT (2 BEADS @ GWB AND 2 BEADS

@ RUNNER. TYPICAL)

T.O. SLAB

METAL STUDS (SEE SCHEDULE BELOW)

PLAN

BASE

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING. SEE REFLECTED CEILING PLAN

HORIZONTAL JOINT REINFORCING

AT THE TOP AND BOTTOM COURSES

AND 16" O.C. VERTICALLY

CMU FOR EACH THICKNESS AND RATING

LISTED - SEE SCHEDULE BELOW

T.O. SLAB

COMPRESSIBLE FILLER

FILL CORES AS SCHEDULED BELOW

SEE STRUCTURAL FOR

REINFORCING REQUIREMENTS

1. SEE PARTITION DETAIL DRAWINGS AND PROJECT SPECIFICATIONS

FOR SEISMIC DETAILS AND PERFORMANCE CRITERIA FOR ALL STUD

AND MASONRY PARTITIONS

2. INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM WALL

BOARD AT LOCATIONS INDICATED TO RECEIVE WALL TILE

3. INSTALL WATER RESISTANT WALL BOARD AT ALL WALL SURFACES IN

TOILET ROOMS, JANITORS CLOSETS, AND SIMILAR WET AREAS NOT

INDICATED TO RECEIVE WALL TILE. INSTALL MINIMUM 2" PAST EDGE OF

FIXTURE AND 24" VERTICALLY ABOVE FIXTURE AT SINGLE FIXTURE

LOCATIONS

4. INSTALL TYPE "X" FIRE RATED GYPSUM BOARD AT ALL FIRE RATED

PARTITIONS

5. INSTALL "BLUEBOARD" GYPSUM WALL BOARD AT PARTITIONS INDICATED

TO RECEIVE VENEER PLASTER

6. STC RATINGS PROVIDE ONLY A GENERAL INDICATION OF ACOUSTIC

PERFORMANCE UNDER LABORATORY TEST CONDITIONS. CONSTRUCTION

DETAILS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS DEFINE THE

SPECIFIC REQUIREMENTS FOR THE WORK

7. THE EXTRA LAYER OF GYPSUM WALL BOARD AT ASYMMETRICAL

PARTITIONS IS TO BE INSTALLED ON THE SIDE OF THE PARTITION ON

WHICH THE TYPE KEY IS SHOWN

8. SEE SPECIFICATION FOR ALL FIRE RESISTANT JOINT SYSTEMS FOR

LOCATIONS ABUTTING METAL DECK & /OR CONCRETE STRUCTURE

OVERHEAD

9. UNLESS INDICATED OTHERWISE, WALLS NOT SPECIFICALLY TAGGED

SHALL ACQUIRE THE TYPE PROPERTIES OF ADJACENT PARTITIONS.

10. REFER TO STRUCTURAL FOR DEFLECTION CRITERIA

WHEN DETERMINING GAUGE SIZES.

11. THE STC TEST RESULTS REFERENCED FOR INTERIOR PARTITIONS

TYPICALLY

INDICATE A METAL STUD SPACING OF 24" O.C.. WER PURPOSELY INDICATES

METAL STUD SPACING TO BE 16" O.C. AT INTERIOR PARTITIONS FOR

IMPROVED IMPACT RESISTANCE AND DURABILITY OF THE PARTITION. IT IS

EXPECTED THAT THE ACOUSTIC PERFORMANCE OF THE PARTITION WILL BE

MINUTELY REDUCED BY THIS CHANGE IN STUD SPACING, HOWEVER WE

KNOW OF NO TEST RESULTS AVAILABLE TO SPECIFICALLY QUANTIFY THAT

REDUCTION.

12. REFERENCE SPECIFICATIONS FOR TREATMENT OF WALL PENETRATIONS

13. COMPLY WITH THE SPECIFICATIONS, ASTM C 754-04 AND THE

MANUFACTURER'S RECOMMENDATIONS FOR METAL STUD PARTITIONS AND

WALL BRACING INSTALLATION REQUIREMENTS. REFER TO MANUFACTURER'S

NON-COMPOSITE LIMITING HEIGHT TABLES FOR THE MAXIMUM ALLOWABLE

PARTITION HEIGHTS FOR NON-COMPOSITE WALL ASSEMBLIES.

14. REFER TO STRUCTURAL FOR THE STRUCTURAL DESIGN PARAMETERS

FOR MASONRY WALL ASSEMBLY INSTALLATION REQUIREMENTS AND LIMITS.

GENERAL NOTES

PLAN

BASE

HEAD

UNDERSIDE OF STRUCTURE

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT (2 BEADS @

GWB AND 2 BEADS @ RUNNER. TYPICAL)

EDGE TRIM. TYPICAL WHERE VISIBLE

LINE OF CEILING. SEE REFLECTED CEILING PLAN

CONT FIRE RETARDANT BLOCKING

SOUND ATTENUATION BLANKET WHERE SCHED

5/8" GYPSUM BOARD U.N.O.

ADDITIONAL LAYER OF GWB WHERE SCHED

CONT FIRE RETARDANT BLOCKING

PERIMETER APPLICATION OF CONT. BEADS OF SEALANT (2 BEADS @

GWB AND 2 BEADS @ RUNNER. TYP)

T.O. SLAB

METAL CHANNELS (SEE SCHEDULE BELOW)

SHIM SPACE WITH BRACES AS REQD

STUD WALL

FURRING WALL

FURRING CHANNELS

SHAFT WALL

CHASE WALL

5 CMU

LINE OF CEILING. SEE REFLECTED CEILING PLAN

1" LINER PANEL

15'-4" 3"3 5/8"

5/8"

16" O.C. 20 49

SA-870717

5/8"

1A

(TOTAL WALL WIDTH: 4 7/8")

15'-4" NONE3 5/8"

5/8"

16" O.C. 20 40

USG-860808

5/8"

1B

(TOTAL WALL WIDTH: 4 7/8")

15'-4" NONE EXTEND GYP. BD. 6"

ABOVE CEILING, SEE

GENERAL NOTE 13

3 5/8"

5/8"

16" O.C. 20 40

USG-860808

5/8"

1C

(TOTAL WALL WIDTH: 4 7/8")

19'-9" 3"6"

5/8"

16" O.C. 20 49

SA-870717

5/8"

1D

(TOTAL WALL WIDTH: 7 1/4")

15'-4" 3"

SEE GENERAL NOTE 7

3 5/8"

1/2" RESILIENT CHANNEL

16" O.C. 20 54

RAL-TL-83-216

5/8"

1E

5/8"

(TOTAL WALL WIDTH: 5 3/8")

19'-9" 3"

SEE GENERAL NOTE 7

6"

1/2" RESILIENT CHANNEL

16" O.C. 20 54

RAL-TL-83-216

5/8"

1F

5/8"

(TOTAL WALL WIDTH: 7 3/4")

15'-4" 3" 1 HR

SEE GENERAL NOTE 7

3 5/8"

1/2" RESILIENT CHANNEL

16" O.C. 20 54

RAL-TL-83-216

UL-U419

5/8"

1G

5/8"

(TOTAL WALL WIDTH: 5 3/8")

15'-4" NONE 1 HR3 5/8"

5/8"

16" O.C. 20 40

USG-860808

UL-U419

5/8"

1H

(TOTAL WALL WIDTH: 4 7/8")

15'-4" 3" 1 HR3 5/8"

5/8"

16" O.C. 20 49

SA-870717

UL-U419

5/8"

1J

(TOTAL WALL WIDTH: 4 7/8")

15'-4" NONE 2 HR3 5/8"

5/8"

16" O.C. 20 N/A UL-U419

5/8"

1K

5/8" 5/8"

(TOTAL WALL WIDTH: 6 1/8")

15'-4" 3" 2 HR3 5/8"

5/8"

16" O.C. 20 N/A UL-U419

5/8"

1L

5/8" 5/8"

(TOTAL WALL WIDTH: 6 1/8")

MAX

HEIGHT

INSUL.

THICKNESS

FIRE

RATING

REMARKS

STUD SIZE

1ST LAYER

SPACING MIN.

GAUGE

STC

TEST

TEST

DESIGN

1ST LAYER

TYPE

2ND LAYER 2ND LAYER

(TOTAL WALL WIDTH: "INCHES")

17'-6" 3 1/2" (1 SIDE) 1 HR2 1/2

5/8"

16" O.C. 20 48

RAL-TL-76-155

UL-U420

5/8"

5A

(TOTAL WALL WIDTH: 24")

2 1/2

16" O.C.

1' - 5 3/4"

MAX

HEIGHT

INSUL.

THICKNESS NONE

REMARKS

STUD SIZE

1ST LAYER

SPACING MIN.

GAUGE

STC TEST TEST

DESIGN

1ST LAYER

TYPE

(TOTAL WALL WIDTH: "VARIES")

STUD SIZE

SPACING

AIR SPACE

N/A NONE NONE EXTEND GYP. BD. 6"

ABOVE CEILING. SEE

GENERAL NOTE 13

2 1/2"

5/8"

16" O.C. 20 N/A N/A 2B

(TOTAL WALL WIDTH: 3 1/8")

N/A NONE NONE EXTEND GYP. BD. 6"

ABOVE CEILING. SEE

GENERAL NOTE 13

3 5/8"

5/8"

16" O.C. 20 N/A N/A 2A

(TOTAL WALL WIDTH: 4 1/4")

MAX

HEIGHT

INSUL.

THICKNESS

FIRE

RATING

REMARKS

STUD SIZE

1ST LAYER

SPACING MIN.

GAUGE

STC

TEST

TEST

DESIGN

TYPE

(TOTAL WALL WIDTH: "VARIES")

MAX

HEIGHT

INSUL.

THICKNESS

FIRE

RATING

REMARKS

STUD SIZE

1ST LAYER

SPACING MIN.

GAUGE

STC

TEST

TEST

DESIGN

TYPE

(TOTAL WALL WIDTH: "VARIES")

N/A NONE NONE EXTEND GYP. BD. 6"

ABOVE CEILING. SEE

GENERAL NOTE 13

7/8"

5/8"

16" O.C. 20 N/A N/A 3A

(TOTAL WALL WIDTH: "1 1/2")

MAX

HEIGHT

INSUL.

THICKNESS

FIRE

RATING

REMARKS

NOMINAL

SIZESPACING MIN.

GAUGE

STC

TEST

TEST

DESIGN

TYPE

(TOTAL WALL WIDTH: "INCHES")

NONE SEE GENERAL NOTE

8"

N/A N/A N/A N/A 6A

(TOTAL WALL WIDTH: 7 5/8"")

12'-0" 1" 1 HR2 1/2" C-H

5/8"

24" O.C. 20 48

RAL-0T-04-022

UL-U415

1" LINER PANEL

4A

(TOTAL WALL WIDTH: 3 1/8")

NONE SEE GENERAL NOTE

6"

N/A N/A N/A N/A 6B

(TOTAL WALL WIDTH: 5 5/8"")

NONE SEE GENERAL NOTE

4"

N/A N/A N/A N/A 6C

(TOTAL WALL WIDTH: 3 5/8"")

MAX

HEIGHT

INSUL.

THICKNESS

FIRE

RATING

REMARKS

STUD SIZE

1ST LAYER

SPACING MIN.

GUAGE

STC

TEST

TEST

DESIGN

LINER PANEL

TYPE

(TOTAL WALL WIDTH: "VARIES")

14'-0" 1 1/2" 1 HR4" C-H

5/8"

24" O.C. 20 48

RAL-0T-04-019

UL-U415

1" LINER PANEL

4B

(TOTAL WALL WIDTH: 4 5/8")

15'-4"

EXTEND STUDS & G.B.

AT ONE SIDE TO DECK.

SEAL SMOKE TIGHT.

SEE GENERAL NOTE 7.

SEE GENERAL NOTE

3 5/8"

5/8"

16" O.C. 20 N/A

5/8"

1M

(TOTAL WALL WIDTH: 4 7/8")

2" MIN

SEE PLAN

5/8" GYP. GUSSET

(NOTE: SOME PARTITION TYPES LISTED MAY NOT BE USED) (NOTE: SOME PARTITION TYPES LISTED MAY NOT BE USED) (NOTE: SOME PARTITION TYPES LISTED MAY NOT BE USED)

(NOTE: SOME PARTITION TYPES LISTED MAY NOT BE USED)

(NOTE: SOME PARTITION TYPES LISTED MAY NOT BE USED)

(NOTE: SOME PARTITION TYPES LISTED MAY NOT BE USED)

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

:1

A

M

C U s e rs

\a s a n d e rs o n

\D o c u m e n ts \F

D A

ID

I2

.0

-F

D A

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

A6.01

PARTITION

SCHEDULE

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

NOTES:

1. REFER TO PARTITION SCHEDULE FOR SPECIFIC STUD FRAMING DETAILS

2. ALL STUDS ARE SPACED 16" O.C. MAXIMUM.

3. ALL STUDS SHALL BE "C" STUDS WITH 1/4" MINIMUM FLANGE

4. DENOTES SHELVING OR CABINETRY.

5. DENOTES MASONRY VENEER.

6. REFER TO SPECIFICATIONS FOR STUD TYPE AND GAUGE

7. IN NO CASE SHALL DOUBLE STUDS AT SIDES OF OPENING BE CUT FOR DUCTWORK OR OTHER MECHANICAL SYSTEMS.

8. IN PROJECTS IN SEISMIC ZONES, MINIMUM STUD GAUGE IS 20 GA. - DETAILS TO BE MODIFIED ACCORDINGLY.

MOUNTING

DETAIL B

TYPICAL STUD FRAMING ELEVATIONS

PROVIDE DIAGONAL BRACING OF TOP

TRACK AT 48" O.C. MAX BETWEEN NON FULL

HEIGHT STUDS.

BELOW

CEILING

OPENING

LARGE BELOW

CEILING

OPENINGDOUBLE

DOOR

OPENING

DOOR

OPENING

DOUBLE

STUDS, FULL

HEIGHT.