Attachment J2 - Drawings (15-53A-B-C-D).pdf

PROPERTY LOCATION

3900 NCTR Road Jefferson, AR 72079

BUILDING 15, 53A & 53B

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. 15, 53A, 53B & Mech. Room Roof Replacement & Interior Renovations

3900 NCTR Road, HFT_324

Jefferson, AR 72079

MEP ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

STRUCTURAL ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

P ro je c t N a m e

CONSTRUCTION DOCUMENTS

03-17-2021

MECHANICAL

ELECTRICAL

M0.1 Mechanical Legend M1.1 Mechanical Demolition Plans M1.2 Mechanical Plans M1.3 Enlarged Mechanical Plans M2.1 Mech. Details & Schedules M3.1 Mechanical Controls

E0.1 Electrical Legend E1.1 Electrical Demolition Plan E1.2 Electrical Plans

A0.1 General Information

A1.0 Overall First Floor Plan

A1.1 53A Stairwell Plans & Elevations

A1.2 Breakroom Plans & Details

A6.1 Overall Roof Plan

A6.2 Roof Plan Bldgs 53A & 15

A6.3 Roof Plan Bldg 53B

A6.6 Roof Details

A6.7 Grating Plans & Details Bldg 53A

A6.8 Grating Plans & Details Bldg 14

A6.9 Roof Photos

A6.10 Roof Photos

A6.11 Roof Photos

INDEX OF DRAWINGS:

A0.00 TITLE SHEET

ARCHITECTURAL

CAMPUS MAPLOCATION MAP

VICINITY MAP

AB Anchor Bolt ACS Architectural Cast Stone ACT Acoustical Ceiling Tile AD Area Drain ADD Addendum ADD’L Additional 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 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 GYP BD Gypsum Board HB Hose Bib HDW Hardware HDWD Hardwood HK Hook HM Hollow Metal HOR Horizontal HP High Point HR Hour HS Headed Stud HSKP Housekeeping HT Height HW Hand Wash ID Inside Diameter IM Ice Machine INSUL Insulation INT Interior IPC Interior Paint Color IPT Interior Paint JT Joint K Kips (1000 LB) KO Knock-Out KP Kickplate KPD Keypad KSP Kips Per Square Foot L Angle LAV Lavatory LG Long LKB Lockable LKR Locker

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 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 SBC Standard Building Code SCHED Schedule SDL Superimposed Dead Load 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 VAR Varies VCT Vinyl Composition Tile VERT Vertical VEST Vestibule VIF Verify In Field VWC Vinyl Wall Covering W/ With W/O Without W Width W.P. Waterproof(ing) WD Wood WDM Wood Millwork WF Wide Flange WL Wind Load WKS Walk Off System WNB Window Blinds WP Work Point WT Whirlpool Tub WWF Welded Wire Fabric

DRAWING ABBREVIATIONS

/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

MATERIALS LEGEND

CONCRETE

SOIL/ EARTH

GYP. BOARD

RIGID INSULATION

STEEL / METAL

PLYWOOD OR EXTERIOR

SHEATHING

WOOD PANELING (ELEVATION)

BATT INSULATION

BRICK VENEER

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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FDA Jefferson Laboratories

BLDG. 15, 53A, 53B & Mech.

Room Roof Replacement &

Interior Renovations

3900 NCTR Road, HFT_324 Jefferson, AR 72079

MEP ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

A0.1

General Information

03-17-2021

FDAIDI16.19

STRUCTURAL ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Rd.

Jefferson, AR 72079

P ro je c t N a m e

CONSTRUCTION DOCUMENTS

No. Issue Date

UP

UP

G

F

E

D

C

B

A

21201918171615141312111098765432

K

H

J

20.1

53D

53C 53B 53A 15

53E

53D 53C 53B 53A

9'-6"

/8

A1.2

A6

Breakroom

A1.1

E4

A1.1

K4

STAIR

S102

INTERIOR PARTITIONS ARE NOT SHOWN

FOR CLARITY OF PROJECT SCOPE

A1.2

A3

STAIR

S101

A1.1

A2

Mechanical Room

103C

REPLACE EXISTING DOUBLE DOORS AND

HOLLOW METAL FRAME WITH NEW DOORS

AND HM FRAME AS SCHEDULED. PROVIDE

AUTOMATIC DOOR OPERATOR WITH PUSH

SIDE ACTUATOR AND PULL SIDE ACTUATOR

(PUSH PLATES). REFER TO ELECTRICAL

DRAWINGS FOR POWER REQUIREMENTS.

REMOVE EXISTING DOOR

AND FRAME. INFILL OPENING

WITH MASONRY TO MATCH

EXISTING TYPE AND DEPTH.

MAINTAIN FIRE RATING OF

EXISTING WALL. REPAINT

ENTIRE WALL CORNER TO

CORNER (BOTH SIDES).

MATCH EXISTING COLOR.

AREA OF WORK

PROVIDE NEW 2 X 4

SUSPENDED CEILING & GRID

IN ELEVATOR ROOM. VERIFY

HT. WITH CONDITIONS.

103A

A1.1

A4

REPLACE EXISTING HM

DOUBLE DOORS WITH NEW HM

PAIR AS SCHEDULED. EXISTING

HM FRAME TO REMAIN. PAINT

DOORS AND FRAME.

EXISTING HM DOOR AND HM FRAME TO

REMAIN. PAINT DOOR AND FRAME.

EXISTING HM DOORS AND

HM FRAME TO REMAIN.

PAINT DOOR AND FRAME.

REPAINT ENTIRE WALL CORNER

TO CORNER (BOTH SIDES).

MATCH EXISTING COLOR.

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.

AT EXISTING FLOOR, REMOVE EXISTING VCT & CERAMIC TILE FLOORS (INCLUDING BASE) TO EXISTING SUBFLOOR TO PREPARE FOR INSTALLATION OF NEW FLOOR. IF EXISTING SUBFLOOR/SLAB IS INADEQUATE FOR NEW CONSTRUCTION

OR IF DAMAGED DURING DEMOLITION, PATCH AS REQUIRED.

REMOVE CEILINGS ENTIRELY WHERE INDICATED, INCLUDING CEILING TILE AND GRID, GYP. BD. AND/OR PLASTER CEILINGS, BATT INSULATION ABOVE CEILINGS, AND ASSOCIATED FRAMING. REFER TO MEP DRAWINGS. REFER TO MEP DRAWINGS

FOR DEMOLITION OF EXISTING SUPPLY AND RETURN AIR GRILLES.

TEMPORARY LOCATION OF BREAKROOM IS NOT DECIDED AS OF 11.03.2020. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE LABOR AND MATERIAL TO RELOCATE ENTIRE BREAKROOM 100 TO TEMPORARY LOCATION OF BREAKROOM.

CONTRACTOR SHALL ALSO RESPONSIBLE TO PROVIDE LABOR AND MATERIAL TO RELOCATE ANY ITEMS THAT NEED TO BE RELOCATED FROM TEMPORARY LOCATION OF BREAKROOM TO THIRD LOCATION TO MAKE ROOM FOR TEMPORARY BREAKROOM. ONCE RENOVATION OF BREAKROOM 100 IS COMPLETED, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE LABOR AND MATERIAL TO RELOCATE TEMPORARY BREAKROOM TO NEWLY RENOVATED BREAKROOM 100.

GENERAL DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-DEMOLITION ASBESTOS SAMPLING. SEE SPEC FOR DETAIL REGARDING REPORT AND COST ESTIMATION. SAMPLING IS REQUIRED, BUT NOT LIMITED TO, PIPE INSULATION AT BREAKROOM 100

(SEE SHEET A1.2) AND EXISTING ROOFING SYSTEM.

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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FDA Jefferson Laboratories

BLDG. 15, 53A, 53B & Mech.

Room Roof Replacement &

Interior Renovations

3900 NCTR Road, HFT_324 Jefferson, AR 72079

MEP ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

A1.0

Overall First Floor Plan

03-17-2021

FDAIDI16.19

STRUCTURAL ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Rd.

Jefferson, AR 72079

P ro je c t N a m e

CONSTRUCTION DOCUMENTS

1/16" = 1'-0"

BLDG 53 FLOOR PLAN

NORTH

A

K

A1.1 B9

N9

D9

23'-0 1/4"

/2

A1.1J9

STAIR

S101

EXISTING HM DOORS

& FRAMES TO REMAIN.

PATCH FINISH AND

PAINT DOORS &

FRAMES.

H

J

A1.1 B13

N13

D13

102A

/8

23'-0 1/4"

STAIR

S102

A1.1J13

EXISTING HM DOOR &

FRAME TO REMAIN.

PATCH FINISH AND

PAINT DOOR & FRAME.

EXISTING HM DOOR &

FRAME TO REMAIN.

PATCH FINISH AND

PAINT DOOR & FRAME.

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

REMOVE EXISTING ACOUSTICAL

WALL PANELS AND SUPPORTING

FRAME. REPLACE WITH PAINTED

TECTUM PANELS APPROX. 1"

THICK WITH NEW SUPPORTING

FRAME - TYP.

EXISTING RUBBER BASE

TO REMAIN - TYP.

EXISTING RUBBER BASE

TO REMAIN - TYP.

EXISTING FLOORING &

STAIR TREADS TO REMAIN -

TYPICAL BOTH LEVELS

PATCH EXISTING PLASTER

WALLS AND CEILING ENTIRE

STAIR WELL AND PAINT

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

EXISTING HM DOOR & FRAME

TO REMAIN. PATCH FINISH

AND PAINT DOOR & FRAME.

EXISTING HM DOOR & FRAME

TO REMAIN. PATCH FINISH

AND PAINT DOOR & FRAME.

PATCH EXISTING PLASTER

WALLS AND CEILING ENTIRE

STAIR WELL AND PAINT

EXISTING FLOORING &

STAIR TREADS TO REMAIN -

TYPICAL BOTH LEVELS

PAINT EXISTING

STEEL RAILINGS -

TYPICAL

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

PROVIDE NEW BLINDS PER

SPECS FOR NORTH SECOND

FLOOR WINDOW. SIZE SHOWN

IS APPROXIMATE. CONTRACTOR

TO VERIFY SIZE PRIOR TO

BIDDING.

PATCH EXISTING PLASTER

WALLS AND CEILING ENTIRE

STAIR WELL AND PAINT

PAINT EXISTING STEEL

RAILINGS - TYPICAL

EXISTING HM DOOR &

FRAME TO REMAIN.

PATCH FINISH AND

PAINT DOOR & FRAME.

EXISTING FLOORING

& STAIR TREADS TO

REMAIN - TYP. BOTH

LEVELS

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

REMOVE EXISTING ACOUSTICAL

WALL PANELS AND SUPPORTING

FRAME. REPLACE WITH PAINTED

TECTUM PANELS APPROX. 1"

THICK WITH NEW SUPPORTING

FRAME - TYP.

EXISTING RUBBER BASE

TO REMAIN - TYP.

EXISTING RUBBER BASE

TO REMAIN - TYP.

EXISTING FLOORING & STAIR

TREADS TO REMAIN -

TYPICAL BOTH LEVELS

PATCH EXISTING PLASTER

WALLS AND CEILING ENTIRE

STAIR WELL AND PAINT

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

PATCH EXISTING PLASTER WALLS

AND CEILING ENTIRE STAIR WELL

AND PAINT

PAINT EXISTING STEEL

RAILINGS - TYPICAL

EXISTING HM DOOR & FRAME

TO REMAIN. PATCH FINISH

AND PAINT DOOR & FRAME.

EXISTING FLOORING & STAIR

TREADS TO REMAIN -

TYPICAL BOTH LEVELS

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

PATCH EXISTING PLASTER

WALLS AND CEILING ENTIRE

STAIR WELL AND PAINT

PAINT EXISTING STEEL

RAILINGS - TYPICAL

EXISTING FLOORING &

STAIR TREADS TO REMAIN -

TYPICAL BOTH LEVELS

EXISTING HM DOOR &

FRAME TO REMAIN.

PATCH FINISH AND

PAINT DOOR & FRAME.

EXISTING HM DOOR &

FRAME TO REMAIN.

PATCH FINISH AND

PAINT DOOR & FRAME.

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

REMOVE EXISTING ACOUSTICAL

WALL PANELS AND SUPPORTING

FRAME. REPLACE WITH PAINTED

TECTUM PANELS APPROX. 1"

THICK WITH NEW SUPPORTING

FRAME - TYP.

EXISTING RUBBER BASE

TO REMAIN - TYP.

PATCH EXISTING PLASTER

WALLS AND CEILING ENTIRE

STAIR WELL AND PAINT

Level 1 0"

Level 2 14'-0"

Level 3 27'-5"

REMOVE EXISTING ACOUSTICAL

WALL PANELS AND SUPPORTING

FRAME. REPLACE WITH PAINTED

TECTUM PANELS APPROX. 1"

THICK WITH NEW SUPPORTING

FRAME - TYP.

EXISTING RUBBER BASE

TO REMAIN - TYP.

PATCH EXISTING PLASTER

WALLS AND CEILING ENTIRE

STAIR WELL AND PAINT

B

A

103C

REPAINT ENTIRE WALL

CORNER TO CORNER

(BOTH SIDES). MATCH

EXISTING COLOR.

REPLACE EXISTING DOUBLE DOORS AND HOLLOW

METAL FRAME WITH NEW DOORS AND HM FRAME AS

SCHEDULED. PROVIDE AUTOMATIC DOOR OPERATOR

WITH PUSH SIDE ACTUATOR AND PULL SIDE

ACTUATOR (PUSH PLATES). REFER TO ELECTRICAL

DRAWINGS FOR POWER REQUIREMENTS.

ACTUATOR PLATES LOCATED ON WALL

H 103A

REPLACE EXISTING HM DOUBLE DOORS

WITH NEW HM PAIR AS SCHEDULED.

EXISTING HM FRAME TO REMAIN. PAINT

DOORS AND FRAME.

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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\D e s k to p \P ro je c ts

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R e ro o f_ v rp

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.r v t

FDA Jefferson Laboratories

BLDG. 15, 53A, 53B & Mech.

Room Roof Replacement &

Interior Renovations

3900 NCTR Road, HFT_324 Jefferson, AR 72079

MEP ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

A1.1

53A Stairwell Plans & Elevations

03-17-2021

FDAIDI16.19

STRUCTURAL ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Rd.

Jefferson, AR 72079

P ro je c t N a m e

CONSTRUCTION DOCUMENTS

1/4" = 1'-0" E4

PLAN - 53A NORTH STAIR

1/4" = 1'-0"

K4

PLAN - 53A SOUTH STAIR

GENERAL NOTES:

1. DIMENSIONS PROVIDED ARE FOR TAKEOFF PURPOSES ONLY.

GC IS REQUIRED TO FIELD VERIFY ALL DIMS PRIOR TO

STARTING WORK.

2. ALL WALLS AND CEILING PLASTER TO BE REPAIRED AS

NECESSARY.

3. WALLS AND CEILING TO BE PAINTED TO MATCH ALREADY

RENOVATED STAIRWELL(S).

4. REMOVE ABANDONED CABLE RACEWAY(S).

5. REFER TO ELECTRICAL FOR CEILING MOUNTED LIGHT FIXTURE

REPLACEMENT.

6. CONTRACTOR TO PROVIDE NEW BLINDS FOR NORTH SECOND

FLOOR WINDOW.

7. ALL EXISTING DOORS TO BE REPLACED, SEE DOOR DETAILS.

8. ALL DOORS AND DOOR FRAMES SHALL BE PAINTED TO MATCH

EXISTING.

9. ALL HANDRAILS TO BE PAINTED.

10. ALL EXIST. ACOUSTICAL PANELS TO BE REMOVED &

REPLACED.

11. REFERENCE MECHANICAL FOR HVAC REQUIREMENTS.

12. EXISTING FLOORING & STAIR TREADS TO REMAIN.

13. ALL DOORS(INTERIOR & EXTERIOR) ADJACENT TO AREA OF

WORK TO BE REPLACED.

1/4" = 1'-0" B9

SECTION - 53A N STAIR - EAST

1/4" = 1'-0"

D9

SECTION - 53A N STAIR - SOUTH

1/4" = 1'-0" N9

53A N STAIR - NORTH

1/4" = 1'-0" B13

53A S STAIR - EAST

1/4" = 1'-0"

D13

53A S STAIR - SOUTH

1/4" = 1'-0" N13

53A S STAIR - NORTH

1/4" = 1'-0" J9

SECTION - 53A N STAIR - WEST

1/4" = 1'-0" J13

53A S STAIR - WEST

1/8" = 1'-0" A2

PLAN - BLDG 53 AT DOORS 103C

NORTH

NORTH NORTH

1/8" = 1'-0" A4

BLDG 53 FLOOR PLAN AT DOORS 103A

CAUTION

A1.2

A11

A13

A14

Breakroom

EXISTING HM DOOR &

FRAME TO REMAIN.

PATCH FINISH AND PAINT

DOOR & FRAME.

VENDING REF. REF.

Level 1 0"

D1122

34 3/4" x 30" x 24"

D3001

34 3/4" x 15" x 24"

D3001

34 3/4" x 15" x 24"

D1122

34 3/4" x 30" x 24"

W2052

35" x 30" x 14"

W2052

35" x 30" x 14" W2052

35" x 30" x 14"

W2052

35" x 24" x 14" SOLID SURFACE COUNTERTOP TO

MATCH SECOND FLOOR BREAKROOM

Level 1 0"

11 11 11

Level 1 0"

B2522

34 3/4" x 39" x 24"

100B

5'-5" V.I.F.

ACT-1 LAY-IN CEILING, 8' A.F.F.

9 9999 A.F.F.

ACT-1

8'-0"

CAUTION

WALL MTD SOAP

DISPENSER

PAPER TOWEL

DISPENSER

TYPICAL ACCESSORIES

MOUNTING HEIGHTS &

SYMBOLS

TA-1 TA-2

M

A X

1'-1"

TOWEL DISPENSERS AND SOAP DISPENSERS

REQUIRE GOVERNMENT (OWNER) APPROVAL.

COORDINATE WITH COR.

SCWD - SOLID CORE WOOD

HM - HOLLOW METAL

ALUM - ALUMINUM

T TEMPERED GLASS

SEE SCHEDULE FOR OVERALL

DIMENSIONS & DOOR MATERIAL

BB

PAIR, VISION GLASS

DOOR TYPES

1/4" = 1'-0"

1 AT THE SECOND FLOOR BREAK ROOM, INSTALL ONE (1) VCT FLOOR TILE AND ONE (1) CEILING TILE, BOTH TO MATCH EXISTING, AS A RESULT OF DEMOLITION OF CHILLED WATER PIPES. VERIFY EXACT LOCATION WITH

OWNER.

2 REMOVE ALL EXISTING ACCESSORIES IN BREAK ROOM 100. REPLACE WITH NEW (CFCI).

GENERAL NOTES

HM-1

FRAME TYPES

1/4" = 1'-0"

HOLLOW METAL FRAMES

S E

E S

C H

E D

SEE SCHED

HM - HOLLOW METAL

NOTE: AT MASONRY OPENINGS

PROVIDE 4" HEAD - VERIFY EXISTING

CONDITIONS.

CONTRACTOR TO VERIFY

IF EXISTING WALL IS

DRYWALL OR CMU.

DOOR, SEE

SCHED.

JAMB ANCHORS, MIN. 3

PER\JAMB

EQ. 5 3/4" EQ.

HOLLOW METAL

DOOR JAMB

FILL FRAMES FULL WITH

GROUT, TYPICAL

USE APPROPRIATE JAMB

ANCHORS FOR CMU OR

DRYWALL CONDITION -

VERIFY EXISTING.

CONTRACTOR TO VERIFY IF

EXISTING WALL IS DRYWALL OR

CMU.

DOOR, SEE SCHED.

HOLLOW METAL

FRAME BEYOND

BACKER ROD AND

SEALANT

EQ. 5 3/4" EQ.

HOLLOW METAL DOOR

HEAD

FILL FRAMES FULL WITH

GROUT, TYPICAL

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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FDA Jefferson Laboratories

BLDG. 15, 53A, 53B & Mech.

Room Roof Replacement &

Interior Renovations

3900 NCTR Road, HFT_324 Jefferson, AR 72079

MEP ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

A1.2

Breakroom Plans & Details

03-17-2021

FDAIDI16.19

STRUCTURAL ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Rd.

Jefferson, AR 72079

P ro je c t N a m e

CONSTRUCTION DOCUMENTS

1/4" = 1'-0" A3

BREAKROOM - DEMO PLAN

1/4" = 1'-0" A6

BREAKROOM - PLAN

1/4" = 1'-0" A11

BREAKROOM - SOUTH ELEVATION

1/4" = 1'-0" A13

BREAKROOM - NORTH ELEVATION

1/4" = 1'-0" A14

BREAKROOM - EAST ELEVATION

Finish Schedule

Room Number Room Name Floor Finish Base Finish Wall Finish Comments

100 Breakroom VCT Rubber Base Sherwin Williams #SW7009 Pearly White

VCT = ARMSTRONG IMPERIAL

TEXTURE, STANDARD EXCELON, 51873

BRUSHED SAND

S101 STAIR Existing Existing Sherwin Williams #SW7009 Pearly White

S102 STAIR Existing Existing Sherwin Williams #SW7009 Pearly White

1/4" = 1'-0" A9

BREAKROOM RCP (REFLECTED CEILING PLAN)

N

N

N

DEMO KEYNOTES

Keynote Number User Keynote Text

1 FIELD VERIFY MEP USE OF WALL BUMP OUT. ARCHITECT TO DETERMINE

WHETHER IT CAN BE REMOVED.

2 REMOVE, STORE & REPAINT EXISTING LOCKERS FOR FUTURE INSTALLATION IN

ANOTHER LOCATION.

3 COORDINATE WITH OWNER DISPOSITION AND/OR SALVAGE OF ALL EXISTING

REFRIGERATORS. IF SALVAGED FOR REUSE, CONTRACTOR SHALL STORE AND

REINSTALL. IF NOT SALVAGED FOR REUSE, CONTRACTOR TO REMOVE.

4 REMOVE EXISTING UPPER AND LOWER CASEWORK AND PATCH WALLS AND

PAINT. SEE FINISH SCHED. PLUMBING ROUGH-IN AT SINK TO REMAIN. PROTECT

FROM DAMAGE

5 REMOVE ALL EXISTING FURNITURE. COORDINATE WITH OWNER.

6 STORE & PROTECT VENDING MACHINE

7 REMOVE EXISTING VCT FLOORING IN THIS ROOM. SEE FINISH SCHED. FOR NEW

FLOOR MATERIAL. PREP EXISTING SUBSTRATE TO RECEIVE NEW FLOOR FINISH,

INCLUDING ANY FLOOR PATCHING WHICH MAY BE REQUIRED.

8 PATCH & REPAIR PLASTER AS NECESSARY

9 RELOCATE EXISTING TELEPHONE BOX ABOVE NEW SUSPENDED LAY-IN CEILING

10 EXISTING CEILING-MTD HVAC UNIT WITH SUPPLY AND RETURN GRILLS. REFER TO

MEP DRAWINGS.

11 REMOVE EXISTING LAY-IN CEILING AND GRID. EXERCISE CARE NOT TO DISTURB

EXISTING PIPING WRAPPED WITH INSULATION CONTAINING ASBESTOS. VERIFY

LOCATION WITH ONWER. REPORT AVAILABLE.

12 THE INSULATION ON THIS EXISTING PIPE ABOVE CEILING CONTAINS ASBESTOS.

THE METAL PIPE IS APPROX. 33 FEET LONG WITH 1.5 " THICK INSULATION

CONTAINING ASBESTOS. CONTRACTOR IS REQUIRED TO PROVIDE SAMPLING AS

DESCRIBED IN THE SPECS..

PROPOSED KEYNOTES

Keynote Number User Keynote Text

1 CFCI DISPOSAL, TOWEL DISPENSERS, HAND SOAP DISPENSERS AND KITCHEN

CABINETS. COORDINATE EXACT LOCATION WITH OWNER.

2 PLUMBING ROUGH-IN TO REMAIN THE SAME, CONTRACTOR TO PROTECT, REFER

TO PLUMBING DRAWINGS

3 NEW OR EXISTING REFRIGERATER. REREFERENCE ELECTRICAL FOR CAPACITY

FOR ALL REFRIGERATORS AND VENDING MACHINES.

4 SECURELY ATTACH REPAINTED LOCKERS TO WALL

5 REPAINT DOOR, FRAME, AND HARDWARE IF APPROPRIATE. COLOR SELECTED BY

ARCHITECT, COORDINATED WITH OWNER

6 OWNER TO PROVIDE TV, CONTRACTOR TO PROVIDE ELECTRICAL, DATA, AND

MOUNTING. REFER TO ELECTRICAL DRAWINGS.

7 REPAINT WINDOW FRAME

8 NEW SUSPENDED CEILING (2' X 2'). ARMSTRONG 1732 FINE FISSURED ANGLED

TEGULAR HUMIGUARD PLUS, 2' X 2' WITH 15/16" GRID.

9 REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPE, QUANTITY AND

LAYOUT

10 OFCI APPLIANCES AND/OR EQUIPMENT. COORDINATE EXACT NEW LOCATION

WITH OWNER

11 REPAINT WALL - TYPICAL ENTIRE ROOM. PAINT DOOR, FRAME, AND HARDWARE IF

APPROPRIATE, ARCHITECT TO SELECT COLOR

12 REFERENCE PLUMBING FOR FIXTURE TYPE

13 NEW FLOORING AS SCHEDULED

14 RELOCATE EXISTING TELEPHONE BOX ABOVE NEW SUSPENDED CEILING.

15 NEW SPLIT HVAC UNIT (CASSETTE TYPE) TO BE INSTALLED IN NEW SUSPENDED

CEILING. REFER TO MEP DRAWINGS.

16 CFCI DISPOSAL. PROVIDE PLUMBING AND ELECTRICAL REQUIREMENTS AS

REQUIRED. REFER TO MEP DRAWINGS.

17 PROVIDE NEW ABOVE-COUNTER RACEWAY TO REPLACE EXISTING WITH SAME

NUMBER OF OUTLETS/DEVICES. REFER TO ELECTRICAL DRAWINGS.

18 CASEWORK NUMBERS SHOWN REFER TO "OFS" CASEWORK PRODUCTS,

INTENDED TO MATCH THE 2ND FLOOR BREAK ROOM. PER OWNER'S REQUEST.

19 EXERCISE CARE NOT TO DISTURB EXISTING PIPING WRAPPED WITH INSULATION

CONTAINING ASBESTOS LOCATED ABOVE CEILING. VERIFY LOCATION. REPORT

AVAILABLE ON REQUEST. REFER TO SAMPLING REQUIREMENTS IN THE SPECS.

Door Schedule

Hardware Set

Door FRAME

U.L. Label CommentsType Door

Material

Size Frame TypeWidth Height

103A HW-1 BB HM - PAINT 6'-0" 7'-0" EXISTING HM -

103C HW-2 BB HM - PAINT 6'-0" 7'-0" HM-1 90 MIN PROVIDE AUTOMATIC DOOR OPERATORS TO

OPEN BOTH LEAVES WHEN ACTUATOR IS

PUSHED. PROVIDE INTEGRAL PROGRAMMING

TO UNLOCK DOORS WHEN ACUTATOR IS

PUSHED TO AVOID BURNING UP OPERATOR

MOTORS.

Grand total: 2

3 3

3" = 1'-0" M14

HOLLOW METAL JAMB @ CMU

3" = 1'-0"

Q14

HOLLOW METAL HEAD @ CMU

G

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A

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RD

VTR

RD

VTR

RD

VTR

VTR

VTR

VTR

VTR

RD

RD

VTR

RD

VTR

RD

VTR VTR

RD

RD

VTR

RD

RD

RD

RD

RD

RD

40'-10" 81'-8" 105'-9" 98'-5" 134'-0"

71'-0"

BLDG 53E BLDG 53D BLDG 53C BLDG 53B BLDG 53A BLDG 15

NOT INCLUDED IN

THIS SUBMISSION

REPLACE THIS ROOF

NOT INCLUDED IN

THIS SUBMISSION

NOT INCLUDED IN

THIS SUBMISSION

+/- 15'-0" A.F.F.

+/- 27'-5" A.F.F.

+/- 27'-5" A.F.F. +/- 41'-5" A.F.F.

+/- 27'-5" A.F.F.

+/- 14'-0" A.F.F.

+/- 21-0" A.F.F.

P H

O T O

REPLACE THIS ROOF REPLACE THIS ROOF

+/- 41'-5" A.F.F.

TYPICAL WALKWAY PADS -

VERIFY PREFERRED

ROUTING WITH OWNER.

REMOVE EXISTING ROOF LAYERS DOWN TO DECK.

INSTALL NEW ROOF LAYERS, COLLECTION BOX,

DOWNSPOUT & SPLASHBLOCK.

REMOVE EXISTING ROOF LAYERS DOWN TO DECK.

ABANDON EXISTING METAL DOWNSPOUT INSIDE

WALL. INSTALL NEW ROOF LAYERS, COLLECTION

BOX, DOWNSPOUT & SPLASHBLOCK.

BLDG 53A ROOF

(LOW)

BLDG 53A ROOF

(HIGH

RD RD

RDRD

PHASE 4 PHASE 3 PHASE 2 PHASE 1 PHASE 1

RD

RD

WORK UNDER THIS PROJECT SHALL BE PERFORMED IN PHASES AS LISTED ON THE

OVERALL ROOF AND PHASING PLAN. WORK AND CREWS ARE ONLY ALLOWED IN THE

SPECIFIC PHASE UNDERWAY TO MINIMIZE NOISE AND VIBRATIONS. OTHER PHASE

AREAS ARE OFF LIMITS UNTIL WORK IN THOSE PHASE AREAS IS UNDERWAY. AN

INSPECTION IS REQUIRED PRIOR TO COMMENCING THE NEXT PHASE. THE

CONTRACTOR SHALL GIVE NCTR'S PROJECT COORDINATOR ONE WEEK'S NOTICE

PRIOR TO STARTING THE NEXT PHASE.

PHASING REQUIREMENTS

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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FDA Jefferson Laboratories

BLDG. 15, 53A, 53B & Mech.

Room Roof Replacement &

Interior Renovations

3900 NCTR Road, HFT_324 Jefferson, AR 72079

MEP ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

A6.1

Overall Roof Plan

03-17-2021

FDAIDI16.19

STRUCTURAL ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Rd.

Jefferson, AR 72079

P ro je c t N a m e

CONSTRUCTION DOCUMENTS

3/64" = 1'-0"

Overall Roof and Phasing Plan

3/64" = 1'-0"

AERIAL PHOTO - FOR REFERENCE ONLY

1. ENTIRELY REMOVE EXISTING ROOF DOWN TO LIGHT WEIGHT INSULATING CONCRETE DECK,

INCLUDING MEMBRANE, FLASHINGS, COVER BOARD AND INSULATION. EXISTING ROOF SYSTEM

FROM DECK TO CAP SHEET IS APPROXIMATELY 2" THICK TOTAL.

2. INSTALL NEW MODIFIED BITUMEN ROOF SYSTEM PER DETAILS, ASSEMBLY AS FOLLOWS:

A. Existing light weight insulating concrete deck to remain.

B. Install PARABASE FS nailable base sheet attached with light weight two-part fasteners.

C. Install PR20FR base sheet adhered with PA311R adhesive.

D. Install P30FR granulated cap sheet adhered w/ PA311R Adhesive.

Note: Basis of Design is Siplast, Inc. Refer to specification for other acceptable manufacturers.

3. EXISTING ROOF DRAINS TO REMAIN. REFLASH PER DETAILS. REPORT ANY EXISTING DETERIORATION

TO ARCHITECT. SLOPE IS BUILT INTO EXISTING DECK. MAINTAIN POSITIVE DRAINAGE.

4. REPLACE ALL EXISTING PREFINISHED ROOF EDGE METAL, GRAVEL GUARDS, FASCIAS, ETC. TYPICAL AT ALL PERIMETER LOCATIONS. MATCH EXISTING PROFILE. SUBMITTALS REQUIRED. COLOR TO BE

SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLOR LINE.

5. 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.

6. 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.

7. PROVIDE CRICKETS AT 1/2" PER FOOT SLOPE IF AND WHERE REQUIRED FOR POSITIVE DRAINAGE.

8. EXISTING WALKWAY GRATING SURROUNDING ELEVATED ROOFTOP UNITS ARE TO REMAIN. NEW WALKWAY GRATES TO MATCH EXISTING SHALL BE INFILLED AROUND UNITS WHERE NO WALKWAYS CURRENTLY EXIST. PROVIDE REMOVABLE HANDRAILS TO MATCH EXISTING HANDRAILS AT ALL NEW

WALKWAY GRATES. REFER TO GRATING PLANS AND DETAILS.

9. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION AND THE

SAFETY OF THE EXISTING STRUCTURE.

10. 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.

11. 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.

12. 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.

13. CONTRACTOR IS TO VERIFY EXISTING CONDITIONS, DIMENSIONS, AND QUANTITIES PRIOR TO

BIDDING.

ROOF SCOPE OF WORK - BUILDING 53A & 53B

G

F

E

D

C

B

A

2120191817

K

H

J

20.1 23

40'-10" 9'-0"

52'-4"

RD

RD

VTR

RD

VTR

RD

VTR VTR

RD RD

RD

VTR

RD

RD

RD

RD

RD

RD

53A 1553B 53A

134'-0"

BLDG 53A

+/- 27'-5" A.F.F.

+/- 14'-0" A.F.F.

+/- 21-0" A.F.F.

+/- 27'-5" A.F.F.

PHOTO 2

+/- 14'-0" A.F.F.

P H

O T

O

P H

O T

O

PHOTO 7

P H

O T

O

P H

O T

O

PHOTO 9

PHO

TO

PHOTO 6

P H

O T

O

PHOTO 10

P H

O T

O

PHOTO 4

P H

O T

O

REFER TO 1/A6.7 FOR

WALKWAY GRATES AROUND

ROOFTOP AHUs

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

15 15

11 11

11 11

/4

AREA 1A

1/A6.7

AREA 1B

1/A6.7

AREA 1C

1/A6.7

BLDG 53A ROOF

(HIGH) BLDG 53A ROOF

(LOW)

SIM

SIM

SIM

SIM

RDRD

BLDG 15 ROOF

71'-0"

15BLDG 15

P H

O T

O

EXISTING EXHAUST

FAN AND CURB TO

REMAIN. REFLASH

CURB.

EXISTING EXHAUST

FAN AND CURB TO

REMAIN. REFLASH

CURB.

13 TYP.7 TYP.

7 TYP.

7 TYP.

13 TYP.

13 TYP.

RD

RD

PROVIDE CROSSOVER

SHIPS STAIR TO SPAN

OVER PIPING. SEE

DETAILS 2 & 3/A6.11.

COORD. LOCATION

WITH OWNER.

REMOVE OR REPLACE WHITE FASCIA

MEMBER BELOW GREEN FASCIA IF

NEEDED - ENTIRE EAST WALL OF 53A

HIGH ROOF. COORDIANTE WITH OWNER.

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

PHOTO 37

P H

O T

O

P H

O T

O

P H

O T O

PHOTO 41

P

H O

T O

1 EXISTING STEEL SUPPORT FRAME. REPAINT GRAY COLOR TO BE SELECTED. TYPICAL ALL STEEL

SUPPORT FRAMES ENTIRE ROOF.

2 EXISTING COUNTER FLASHING TO BE REMOVED AND REPLACED WITH NEW - TYPICAL AT ROOF TO

WALL CONDITIONS. TURN NEW MEMBRANE UP UNDER NEW COUNTER FLASHING. ATTACH

MEMBRANE PER MFR'S RECOMMENDATIONS. PROVIDE CONTINUOUS SEALANT.

3 TURN NEW MEMBRANE UP UNDER NEW DOOR SILL FLASHING INSTALLED UNDER THIS CONTRACT.

ATTACH MEMBRANE PER ROOFING MFR'S RECOMMENDATIONS. PROVIDE CONTINUOUS SEALANT.

4 EXISTING STRUCTURAL SUPPORT TO REMAIN. REFLASH PER MFR'S RECOMMENDATIONS. PROVIDE

UMBRELLA. TYPICAL AT ALL STRUCTURAL SUPPORT PENETRATIONS.

5 REPLACE EXISTING EXPANSION JOINT COVER WITH NEW PREFINISHED METAL EXPANSION JOINT COVER. REPORT INSTANCES OF DETERIORATION OF WOOD FRAMING AND REPLACE DETERIORATED

PORTIONS. TURN ROOF MEMBRANE UP UNDER E.J. COVER PER MFR'S RECOMMENDATIONS.

6 EXISTING PIPING AND/OR CONDUITS TO REMAIN. RAISE AS REQUIRED TO SUIT NEW INCREASED

THICKNESS OF ROOF ASSEMBLY. TYPICAL ALL PIPING AND CONDUITS.

7 REMOVE EXISTING MODIFIED ROOF TO DECK. REPLACE WITH NEW MODIFIED BITUMEN ROOF

SYSTEM AS DESCRIBED IN ROOF SCOPE OF WORK THIS SHEET.

8 EXISTING ROOFTOP AIR HANDLERS TO REMAIN - TYPICAL.

9 EXISTING STRUCTURAL SUPPORT AND PITCH PAN TO REMAIN. REFLASH PER MFR'S

RECOMMENDATIONS. TYPICAL AT ALL PITCH PANS.

10 REUSE EXISTING SUPPORT BASE AT PIPING AND/OR STRUCTURAL SUPPORTS IF IN GOOD

CONDITION. OTHERWISE REPLACE WITH NEW. ADJUST FOR NEW INCREASED THICKNESS OF ROOF ASSEMBLY. TYPICAL AT ALL EXISTING SUPPORTS. CONTRACTOR IS RESPONSIBLE FOR ASSESSING EXISTING PIPING AND DUCT SUPPORTS TO DETERMINE WHICH TYPE OF SUPPORT IS SUITABLE.

EXISTING SUPPORTS WHICH ARE ATTACHED TO STRUCTURE ARE TO REMAIN. PROVIDE NEW

UMBRELLAS WHERE APPLICABLE. REFLASH AT ROOF PER ROOFING MFR'S RECOMMENDATIONS.

REPLACE EXISTING BLOCK-TYPE SUPPORT AT PIPING WITH NEW ROOFTOP BLOCK STAND WITH PIPE CRADLE AND SLEEPER CURB. MFR: ROOFTOP SLEEPER SUPPORT. TYPICAL AT ALL EXISTING BLOCK- TYPE SUPPORTS. SELECT SIZE TO SUIT CONDITIONS. EXISTING DISCONNECT SWITCH STANDS TO BE

REPLACED WITH NEW. PROVIDE DURA-BLOK DB10 PIPE SUPPORT BLOCK AT FEET OF STAND -

TYPICAL ALL SIMILAR CONDITIONS.

11 EXISTING ROOF DRAINS TO REMAIN - TYPICAL. REPLACE EXISTING STRAINER WITH NEW. REFLASH

DRAIN PER DETAILS AND IN ACCORDANCE WITH ROOF MFR'S RECOMMENDATIONS.

12 AT AREAS AROUND EXISTING AIR HANDLER WHERE WALKWAY GRATE IS MISSING, PROVIDE

NEW METAL WALKWAY GRATE TO MATCH EXISTING GRATE. PROVIDE SUPPORT ANGLES AS

REQUIRED. PROVIDE NEW REMOVABLE RAIL AT PERIMETER TO MATCH EXISTING RAIL AND METHOD

OF ATTACHMENT. REFER TO GRATING DRAWINGS. ALSO REQUIRED ARE METAL GRATING

PLATFORM(S) IN BUILDING 14 FOR ACCESSING FIVE (5) ELECTRICAL PANELS. VERIFY EXACT

LOCATION WITH OWNER. REFER TO GRATING DRAWINGS.

13 REMOVE EXISTING EDGE METAL AND ASSOCIATED FASCIA. PROVIDE NEW PREFINISHED METAL AND FASCIA TO MATCH EXISTING PROFILE. COLOR TO BE SELECTED BY OWNER FROM MFR'S STANDARD

COLOR LINE.

14 REMOVE EXISTING VENTILATOR AT ELEVATOR ROOF. REFER TO MEP DRAWINGS. PROVIDE

STRUCTURAL INFILL TO SUIT CONDITIONS AND EXTEND NEW ROOFING SYSTEM OVER OPENING.

15 REFER TO MECHANICAL DRAWINGS SHEETS M1.1 AND M1.2 FOR MECHANICAL EQUIPMENT TO

REMAIN, TO BE REPLACED, OR TO BE REMOVED. IN CASES WHERE THE EQUIPMENT IS TO BE

REMOVED, PROVIDE STRUCTURAL INFILL TO SUIT CONDITIONS AND EXTEND NEW ROOFING SYSTEM

OVER OPENING - TYPICAL FOR ALL ROOFTOP EQUIPMENT.

16 PROVIDE NEW FLASHING PER DETAILS AND MFR's RECOMMENDATIONS AT ALL VTR's (VENTS THRU

ROOF) AND CONDUIT PENETRATIONS - TYPICAL ALL SUCH PENETRATIONS.

17 EXISTING EXHAUST FAN TO REMAIN. REFLASH PER MFR'S RECOMMENDATIONS.

18 ABANDONED PENETRATION WITH EXISTING FLASHING AND CAP. REFLASH PENETRATION - TYPICAL.

19 TURN NEW MEMBRANE UP UNDER NEW LOUVER SILL FLASHING INSTALLED UNDER THIS CONTRACT.

ATTACH MEMBRANE PER MFR'S RECOMMENDATIONS. PROVIDE CONTINUOUS SEALANT.

20 EXISTING LADDER TO REMAIN.

21 TURN ROOF MEMBRANE UP WALL AND UNDER NEW FASCIA MEMBER.

22 EXISTING METAL WALKWAY GRATE TO REMAIN - TYPICAL. REFER TO KEYED NOTE #12 FOR NEW

GRATING.

23 EXISTING STEEL HANDRAIL TO REMAIN. PROVIDE NEW REMOVABLE HANDRAILS TO MATCH EXISTING

WHERE NO HANDRAILS ARE PRESENT.

24 REMOVE EXISTING GANG PENETRATION COVER AND PROVIDE NEW. REFLASH PER MFR'S

RECOMMENDATIONS.

25 EXISTING DOOR AND FRAME TO REMAIN.

26 EXISTING WALL-MOUNTED DUCTWORK TO REMAIN.

27 EXISTING DUCTWORK TO REMAIN. REFLASH PER MFR'S RECOMMENDATIONS.

28 PER NOTE #15, REPLACE EXISTING EXHAUST FAN IF CALLED FOR BY MECHANICAL DRAWINGS.

COORDINATE WITH MEP DRAWINGS. PROVIDE NEW ROOF CURB IF UNIT IS TO BE REPLACED AND

FLASH PER DETAILS ACCORDING TO MFR'S RECOMMENDATIONS.

29 PROVIDE WALKWAY PADS WHERE INDICATED. COORDINATE WALKWAY PAD ROUTES WITH OWNER.

30 ABANDONED CONDENSERS TO BE REMOVED. REFER TO MECHANICAL DRAWINGS.

31 PROVIDE EIGHT (8) 4" X 4" HEAVY DUTY GALVANIZED POST CAPS AT AHU STRUCTURE OPEN TOPS AT TUBE COLUMN SUPPORTS. CAP INSIDE DIMENSION IS 4" X 4". EQUAL TO CAPITOL CITY LUMBER.

32 EXISTING EXHAUST FAN AND CURB TO REMAIN. REFLASH CURB PER DETAILS AND MFR'S

RECOMMENDATIONS. REPLACE ALL DETERIORATED WOOD.

33 EXISTING ABANDONED MECHANICAL CURB. PROVIDE PREFINISHED METAL OVER PLYWOOD AND

WOOD FRAMING.SEE DETAIL 8/A6.6.

34 EXISTING SIDING TO REMAIN. PROTECT FROM DAMAGE. REPLACE FASCIA/EDGE METAL PER NOTE

NUMBER 13. EXISTING SOFFIT AT PORCH TO REMAIN.

35 EXISTING PIPING TO REMAIN. REFER TO NOTES 1 AND 4 FOR PAINTING OF SUPPORT FRAME AND

REFLASHING SUPPORT PENETRATION.

36 REPLACE EXISTING SCUPPER AND DOWNSPOUT WITH NEW PREFINISHED METAL SCUPPER AND

DOWNSPOUT.

37 REMOVE ALL EXISTING MOISTURE RELIEF VENTS. PROVIDE NEW MOISTURE RELIEF VENTS EVERY

800 SQ. FT. AT AREAS WHERE LIGHT WEIGHT CONCRETE DECK OCCURS AND AS MIGHT BE

REQUIRED BY THE ROOF MANUFACTURER.

38 PROVIDE ALUMINUM CROSSOVER SHIPS LADDER EQUAL TO PRECISION LADDERS, LLC. COORDIANTE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS. REFER TO DETAILS SHEET A6.11

KEYED NOTES FOR ROOF PLANS & ROOF PHOTOS

THE LIST OF KEYED NOTES FOR 15, 53A, 53B & ROOF PHOTOS ARE REPEATED (IDENTICAL) ON SHEETS A6.2, A6.3, A6.9, A6.10 AND A6.11. HOWEVER, KEYED NOTES ARE ONLY KEYED WHERE THEY OCCUR.

KEYED NOTES FOR ROOF PLANS 15, 53A, 53B, 15 & ROOF PHOTOS

FOR EXHAUST FANS, VENTILATORS AND OTHER RELATED EQUIPMENT, REFER TO SHEET M1.1 AND M1.2 AS TO WHETHER EQUIPMENT WILL REMAIN, WILL BE REPLACED, OR WILL BE REMOVED. IN CASES WHERE THE EQUIPMENT IS TO BE REMOVED, PROVIDE STRUCTURAL INFILL TO SUIT CONDITIONS AND EXTEND NEW ROOFING SYSTEM OVER OPENING - TYPICAL. THERE MAY BE SOME EQUIPMENT NOT SHOWN ON THE ARCHITECTURAL ROOF PLANS - REFER TO MECHANICAL DRAWINGS FOR LOCATIONS AND QUANTITIES.

CONTRACTOR IS RESPONSIBLE FOR VISITING SITE AND BECOMING FAMILIAR WITH EXISTING CONDITIONS.

ROOFTOP MECHANICAL EQUIPMENT

1. ENTIRELY REMOVE EXISTING ROOF DOWN TO STEEL DECK, OR IN SOME AREAS, LIGHT WEIGHT CONCRETE DECK, INCLUDING MEMBRANE, FLASHINGS, PERLITE COVER BOARD AND INSULATION.

EXISTING ROOF SYSTEM FROM DECK TO CAP SHEET IS APPROXIMATELY 5" THICK TOTAL.

2. INSTALL NEW MODIFIED BITUMEN ROOF SYSTEM PER DETAILS, ASSEMBLY AS FOLLOWS:

A. Existing steel or light weight concrete deck to remain.

B. Install poly iso tapered insulation, 1 1/2" minimum start thickness at roof drains, 1/8" per foot min., mechanically attached with insulation plates and Parafast fasteners.

C. install 1/2” Densdeck prime roof coverboard with foamable adhesive over insulation D. Install PR20 base sheet adhered with PA311R adhesive.

E. Install P30FR granulated cap sheet adhered w/ PA311R Adhesive.

Note: Basis of Design is Siplast, Inc. Refer to specification for other acceptable manufacturers.

REFER TO ROOF SCOPE OF WORK - BUILDING 53A & 53B ON THIS SHEET FOR NOTES 3 THROUGH 13.

ROOF SCOPE OF WORK - BUILDING 15 MAIN ROOF

PROVIDE 1/8" PER FOOT MIN. SLOPE AT BLDG 15 MAIN ROOF AND ASSOCIATED ENTRY

ROOF, ACHIEVED BY TAPERED INSULATION. PROVIDE ADDITIONAL PERIMETER

BLOCKING AS REQUIRED FOR NEW INSULATION HEIGHT. REPLACE DETERIORATED

BLOCKING. TAPERED INSULATION LAYOUT SUBMITTALS REQUIRED.

ROOF SLOPE FOR BLDG 15 & ASSOCIATED ENTRY ROOF

1. ENTIRELY REMOVE EXISTING ROOF DOWN TO STEEL DECK, INCLUDING MEMBRANE, FLASHINGS, AND INSULATION. EXISTING ROOF SYSTEM FROM DECK TO CAP SHEET IS APPROXIMATELY 4 1/2"

THICK TOTAL.

2. INSTALL NEW MODIFIED BITUMEN ROOF SYSTEM PER DETAILS, ASSEMBLY AS FOLLOWS:

A. Existing sloping steel deck to remain.

B. Install poly iso tapered insulation, 1 1/2" minimum start thickness at roof drain, 1/8" per foot min., mechanically attached with insulation plates and Parafast fasteners.

C. install 1/2” Densdeck prime roof coverboard with foamable adhesive over insulation D. Install PR20 base sheet adhered with PA311R adhesive.

E. Install P30FR granulated cap sheet adhered w/ PA311R Adhesive.

Note: Basis of Design is Siplast, Inc. Refer to specification for other acceptable manufacturers.

REFER TO ROOF SCOPE OF WORK - BUILDING 53A & 53B ON THIS SHEET FOR NOTES 3 THROUGH 13.

ROOF SCOPE OF WORK - BUILDING 15 ENTRY ROOF

INCLUDE IN THE BASE BID, 300 SQUARE FEET OF REPAIR AND PATCHING OF BLDG 15 LIGHT WEIGHT

CONCRETE ROOF DECK WITH SIPLAST SONOPLAST OR EQUAL PER MANUFACTURER'S

RECOMMENDATIONS. PROVIDE A UNIT PRICE PER SQUARE FOOT FOR ANY REPAIR AND PATCHING OVER

THE AMOUNT INCLUDED IN THE BASE BID.

PATCHING AND REPAIR OF BLDG 15 LIGHT WEIGHT CONCRETE ROOF DECK

REMOVE ALL EXISTING MOISTURE RELIEF VENTS. PROVIDE NEW

MOISTURE RELIEF VENTS EVERY 800 SQ. FT. AT AREAS WHERE

LIGHT WEIGHT CONCRETE DECK OCCURS AND AS MIGHT BE

REQUIRED BY THE ROOF MANUFACTURER.

BUILDING 15 MOISTURE RELIEF VENTS 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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FDA Jefferson Laboratories

BLDG. 15, 53A, 53B & Mech.

Room Roof Replacement &

Interior Renovations

3900 NCTR Road, HFT_324 Jefferson, AR 72079

MEP ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

A6.2

Roof Plan Bldgs 53A & 15

03-17-2021

FDAIDI16.19

STRUCTURAL ENGINEERS

CROMWELL

1300 East 6th Street Little Rock, AR 72202 501-372-2900 www.cromwell.com

OWNER

FDA

Jefferson Laboratories

OAGS - Field Operations Branch 3900 NCTR Rd.

Jefferson, AR 72079

P ro je c t N a m e

CONSTRUCTION DOCUMENTS

1/8" = 1'-0"

Roof Plan Building 53A & BUILDING 15

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98'-5"

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2 TYP. AT ROOF-TO-

WALL FLASHINGS

TYP. AT ROOF-

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FLASHINGS

BLDG 53B ROOF

(HIGH)

FOR EXHAUST FANS, VENTILATORS AND OTHER RELATED EQUIPMENT, REFER TO SHEET M1.1 AND M1.2 AS TO WHETHER EQUIPMENT WILL REMAIN, WILL BE REPLACED, OR WILL BE REMOVED. IN CASES WHERE THE EQUIPMENT IS TO BE REMOVED, PROVIDE STRUCTURAL INFILL TO SUIT CONDITIONS AND EXTEND NEW ROOFING SYSTEM OVER OPENING - TYPICAL. THERE MAY BE SOME EQUIPMENT NOT SHOWN ON THE ARCHITECTURAL ROOF PLANS - REFER TO MECHANICAL DRAWINGS FOR LOCATIONS AND QUANTITIES.

CONTRACTOR IS RESPONSIBLE FOR VISITING SITE AND BECOMING FAMILIAR WITH EXISTING CONDITIONS.

ROOFTOP MECHANICAL EQUIPMENT

THE LIST OF KEYED NOTES FOR 15, 53A, 53B & ROOF PHOTOS ARE REPEATED (IDENTICAL) ON SHEETS A6.2, A6.3, A6.9, A6.10 AND A6.11. HOWEVER, KEYED NOTES ARE ONLY KEYED WHERE THEY OCCUR.

KEYED NOTES FOR ROOF PLANS 15, 53A, 53B, 15 & ROOF PHOTOS

1 EXISTING STEEL SUPPORT FRAME. REPAINT GRAY COLOR TO BE SELECTED. TYPICAL ALL STEEL

SUPPORT FRAMES ENTIRE ROOF.

2 EXISTING COUNTER FLASHING TO BE REMOVED AND REPLACED WITH NEW - TYPICAL AT ROOF TO

WALL CONDITIONS. TURN NEW MEMBRANE UP UNDER NEW COUNTER FLASHING. ATTACH

MEMBRANE PER MFR'S RECOMMENDATIONS. PROVIDE CONTINUOUS SEALANT.

3 TURN NEW MEMBRANE UP UNDER NEW DOOR SILL FLASHING INSTALLED UNDER THIS CONTRACT.

ATTACH MEMBRANE PER ROOFING MFR'S RECOMMENDATIONS. PROVIDE CONTINUOUS SEALANT.

4 EXISTING STRUCTURAL SUPPORT TO REMAIN. REFLASH PER MFR'S RECOMMENDATIONS. PROVIDE

UMBRELLA. TYPICAL AT ALL STRUCTURAL SUPPORT PENETRATIONS.

5 REPLACE EXISTING EXPANSION JOINT COVER WITH NEW PREFINISHED METAL EXPANSION JOINT COVER. REPORT INSTANCES OF DETERIORATION OF WOOD FRAMING AND REPLACE DETERIORATED

PORTIONS. TURN ROOF MEMBRANE UP UNDER E.J. COVER PER MFR'S RECOMMENDATIONS.

6 EXISTING PIPING AND/OR CONDUITS TO REMAIN. RAISE AS REQUIRED TO SUIT NEW INCREASED

THICKNESS OF ROOF ASSEMBLY. TYPICAL ALL PIPING AND CONDUITS.

7 REMOVE EXISTING MODIFIED ROOF TO DECK. REPLACE WITH NEW MODIFIED BITUMEN ROOF

SYSTEM AS DESCRIBED IN ROOF SCOPE OF WORK THIS SHEET.

8 EXISTING ROOFTOP AIR HANDLERS TO REMAIN - TYPICAL.

9 EXISTING STRUCTURAL SUPPORT AND PITCH PAN TO REMAIN. REFLASH PER MFR'S

RECOMMENDATIONS. TYPICAL AT ALL PITCH PANS.

10 REUSE EXISTING SUPPORT BASE AT PIPING AND/OR STRUCTURAL SUPPORTS IF IN GOOD

CONDITION. OTHERWISE REPLACE WITH NEW. ADJUST FOR NEW INCREASED THICKNESS OF ROOF ASSEMBLY. TYPICAL AT ALL EXISTING SUPPORTS. CONTRACTOR IS RESPONSIBLE FOR ASSESSING EXISTING PIPING AND DUCT SUPPORTS TO DETERMINE WHICH TYPE OF SUPPORT IS SUITABLE.

EXISTING SUPPORTS WHICH ARE ATTACHED TO STRUCTURE ARE TO REMAIN. PROVIDE NEW

UMBRELLAS WHERE APPLICABLE. REFLASH AT ROOF PER ROOFING MFR'S RECOMMENDATIONS.

REPLACE EXISTING BLOCK-TYPE SUPPORT AT PIPING WITH NEW ROOFTOP BLOCK STAND WITH PIPE CRADLE AND SLEEPER CURB. MFR: ROOFTOP SLEEPER SUPPORT. TYPICAL AT ALL EXISTING BLOCK- TYPE SUPPORTS. SELECT SIZE TO SUIT CONDITIONS. EXISTING DISCONNECT SWITCH STANDS TO BE

REPLACED WITH NEW. PROVIDE DURA-BLOK DB10 PIPE SUPPORT BLOCK AT FEET OF STAND -

TYPICAL ALL SIMILAR CONDITIONS.

11 EXISTING ROOF DRAINS TO REMAIN - TYPICAL. REPLACE EXISTING STRAINER WITH NEW. REFLASH

DRAIN PER DETAILS AND IN ACCORDANCE WITH ROOF MFR'S RECOMMENDATIONS.

12 AT AREAS AROUND EXISTING AIR HANDLER WHERE WALKWAY GRATE IS MISSING, PROVIDE

NEW METAL WALKWAY GRATE TO MATCH EXISTING GRATE. PROVIDE SUPPORT ANGLES AS

REQUIRED. PROVIDE NEW REMOVABLE RAIL AT PERIMETER TO MATCH EXISTING RAIL AND METHOD

OF ATTACHMENT. REFER TO GRATING DRAWINGS. ALSO REQUIRED ARE METAL GRATING

PLATFORM(S) IN BUILDING 14 FOR ACCESSING FIVE (5) ELECTRICAL PANELS. VERIFY EXACT

LOCATION WITH OWNER. REFER TO GRATING DRAWINGS.

13 REMOVE EXISTING EDGE METAL AND ASSOCIATED FASCIA. PROVIDE NEW PREFINISHED METAL AND FASCIA TO MATCH EXISTING PROFILE. COLOR TO BE SELECTED BY OWNER FROM MFR'S STANDARD

COLOR LINE.

14 REMOVE EXISTING VENTILATOR AT ELEVATOR ROOF. REFER TO MEP DRAWINGS. PROVIDE

STRUCTURAL INFILL TO SUIT CONDITIONS AND EXTEND NEW ROOFING SYSTEM OVER OPENING.

15 REFER TO MECHANICAL DRAWINGS SHEETS M1.1 AND M1.2 FOR MECHANICAL EQUIPMENT TO

REMAIN, TO BE REPLACED, OR TO BE REMOVED. IN CASES WHERE THE EQUIPMENT IS TO BE

REMOVED, PROVIDE STRUCTURAL INFILL TO SUIT CONDITIONS AND EXTEND NEW ROOFING SYSTEM

OVER OPENING - TYPICAL FOR ALL ROOFTOP EQUIPMENT.

16 PROVIDE NEW FLASHING PER DETAILS AND MFR's RECOMMENDATIONS AT ALL VTR's (VENTS THRU

ROOF) AND CONDUIT PENETRATIONS - TYPICAL ALL SUCH PENETRATIONS.

17 EXISTING EXHAUST FAN TO REMAIN. REFLASH PER MFR'S RECOMMENDATIONS.

18 ABANDONED PENETRATION WITH EXISTING FLASHING AND CAP. REFLASH PENETRATION - TYPICAL.

19 TURN NEW MEMBRANE UP UNDER NEW LOUVER SILL FLASHING INSTALLED UNDER THIS CONTRACT.

ATTACH MEMBRANE PER MFR'S RECOMMENDATIONS. PROVIDE CONTINUOUS SEALANT.

20 EXISTING LADDER TO REMAIN.

21 TURN ROOF MEMBRANE UP WALL AND UNDER NEW FASCIA MEMBER.

22 EXISTING METAL WALKWAY GRATE TO REMAIN - TYPICAL. REFER TO KEYED NOTE #12 FOR NEW

GRATING.

23 EXISTING STEEL HANDRAIL TO REMAIN. PROVIDE NEW REMOVABLE HANDRAILS TO MATCH EXISTING

WHERE NO HANDRAILS ARE PRESENT.

24 REMOVE EXISTING GANG PENETRATION COVER AND PROVIDE NEW. REFLASH PER MFR'S

RECOMMENDATIONS.

25 EXISTING DOOR AND FRAME TO REMAIN.

26 EXISTING WALL-MOUNTED DUCTWORK TO REMAIN.

27 EXISTING DUCTWORK TO REMAIN. REFLASH PER MFR'S RECOMMENDATIONS.

28 PER NOTE #15, REPLACE EXISTING EXHAUST FAN IF CALLED FOR BY MECHANICAL DRAWINGS.

COORDINATE WITH MEP DRAWINGS. PROVIDE NEW ROOF CURB IF UNIT IS TO BE REPLACED AND

FLASH PER DETAILS ACCORDING TO MFR'S RECOMMENDATIONS.

29 PROVIDE WALKWAY PADS WHERE INDICATED. COORDINATE WALKWAY PAD ROUTES WITH OWNER.

30 ABANDONED CONDENSERS TO BE REMOVED. REFER TO MECHANICAL DRAWINGS.

31 PROVIDE EIGHT (8) 4" X 4" HEAVY DUTY GALVANIZED POST CAPS AT AHU STRUCTURE OPEN TOPS AT TUBE COLUMN SUPPORTS. CAP INSIDE DIMENSION IS 4" X 4". EQUAL TO CAPITOL CITY LUMBER.

32 EXISTING EXHAUST FAN AND CURB TO REMAIN. REFLASH CURB PER DETAILS AND MFR'S

RECOMMENDATIONS. REPLACE ALL DETERIORATED WOOD.

33 EXISTING ABANDONED MECHANICAL CURB. PROVIDE PREFINISHED METAL OVER PLYWOOD AND

WOOD FRAMING.SEE DETAIL 8/A6.6.

34 EXISTING SIDING TO REMAIN. PROTECT FROM DAMAGE. REPLACE FASCIA/EDGE METAL PER NOTE

NUMBER 13. EXISTING SOFFIT AT PORCH TO REMAIN.

35 EXISTING PIPING TO REMAIN. REFER TO NOTES 1 AND 4 FOR PAINTING OF SUPPORT FRAME AND

REFLASHING SUPPORT PENETRATION.

36 REPLACE EXISTING SCUPPER AND DOWNSPOUT WITH NEW PREFINISHED METAL SCUPPER AND

DOWNSPOUT.

37 REMOVE ALL EXISTING MOISTURE RELIEF VENTS. PROVIDE NEW MOISTURE RELIEF VENTS EVERY

800 SQ. FT. AT AREAS WHERE LIGHT WEIGHT CONCRETE DECK OCCURS AND AS MIGHT BE

REQUIRED BY THE ROOF MANUFACTURER.

38 PROVIDE ALUMINUM CROSSOVER SHIPS LADDER EQUAL TO PRECISION LADDERS, LLC. COORDIANTE EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS. REFER TO DETAILS SHEET A6.11

KEYED NOTES FOR ROOF PLANS & ROOF PHOTOS

1. ENTIRELY REMOVE EXISTING ROOF DOWN TO LIGHT WEIGHT INSULATING CONCRETE DECK,

INCLUDING MEMBRANE, FLASHINGS, COVER BOARD AND INSULATION. EXISTING ROOF SYSTEM

FROM DECK TO CAP SHEET IS APPROXIMATELY 2" THICK TOTAL.

2. INSTALL NEW MODIFIED BITUMEN ROOF SYSTEM PER DETAILS, ASSEMBLY AS FOLLOWS:

A. Existing light weight insulating concrete deck to remain.

B. Install PARABASE FS nailable base sheet attached with light weight two-part fasteners.

C. Install PR20FR base sheet adhered with PA311R adhesive.

D. Install P30FR granulated cap sheet adhered w/ PA311R Adhesive.

Note: Basis of Design is Siplast, Inc. Refer to specification for other acceptable manufacturers.

3. EXISTING ROOF DRAINS TO REMAIN. REFLASH PER DETAILS. REPORT ANY EXISTING DETERIORATION

TO ARCHITECT. SLOPE IS BUILT INTO EXISTING DECK. MAINTAIN POSITIVE DRAINAGE.

4. REPLACE ALL EXISTING PREFINISHED ROOF EDGE METAL, GRAVEL GUARDS, FASCIAS, ETC. TYPICAL AT ALL PERIMETER LOCATIONS. MATCH EXISTING PROFILE. SUBMITTALS REQUIRED. COLOR TO BE

SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLOR LINE.

5. 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.