Attachment 2 C Drawings Bldg 62 Renovation.pdf

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

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

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

IN ACCORDANCE WITH ROOF MFR'S RECOMMENDATIONS.

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

HEIGHT AS REQUIRED FOR ROOF WARRANTY.

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

INCREASED ROOF SYSTEM THICKNESS.

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

STANDARD COLOR LINE - TYPICAL AT ROOFS BEING REPLACED.

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

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

9 HATCHED AREA NOT IN SCOPE.

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

11 THIS ROOF NOT IN SCOPE.

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

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

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

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

REROOF.

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

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

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

17 NOT USED.

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

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

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

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

21 REFLASH EXISTING DUCT PENETRATION CURB PER DETAIL.

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

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

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

25 EXISTING LADDER TO REMAIN.

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

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

WITH LIQUID-APPLIED FLASHING.

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

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

SPLASHBLOCK. ADHERE PER MFR'S RECOMMENDATIONS..

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

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

COPING IS COMPETE.

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

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

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

SYSTEM THICKNESS.

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

ROOF SYSTEM THICKNESS.

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

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

PROVIDE NEW UMBRELLA AT EACH SUPPORT.

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

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

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

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

REFLASH SUPPORTS WITH LIQUID-APPLIED FLASHING.

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

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

KEYED NOTES FOR ROOF PHOTOS

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

WALL SURFACE)

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

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

NOTES:

Copyright

Date

Title

Sheet No.

901 West Third Street Little Rock, Arkansas 72201 501.374.5300

Seal

Job No.

www.WERarch.com

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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

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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

A8.02

REFERENCE

PHOTOS

03/24/22

FDAIDI21.01

OWNER

FDA

Jefferson Laboratories

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

P ro je c t

N a m e

ISSUE FOR CONSTRUCTION

PHOTO 13 PHOTO 14 PHOTO 15

PHOTO 16 PHOTO 17 PHOTO 18

PHOTO 19 PHOTO 20 PHOTO 21

24 6

625 25

3 TYP.AREA C

AREA D

AREA B

AREA C

AREA D

AREA B

AREA E

AREA F

AREA E

AREA F

AREA L

AREA FAREA E

AREA B

AREA M

AREA K

AREA K

AREA K

23 4 3 25 4 3 25 4 25 3

No. Issue Date