no. 3 ! " # $$ bmg project no. # %&' ( )" *) "("" +& ,& -...

BECKERMORGAN

ARCHITECTUREPLANNING

Addendum No. 3

UNCW Randall Library Life Safety & ADA UpgradesWilmington, North Carolina SCO# 17-17589-01A PM# 5544BMG Project No. 2016280.00 November 3, 2017

The following items supplement, change, delete or add to the Construction Documents as though repeated in full therein. All general conditions, special conditions, etc., as originally specified shall apply to these items.

ITEM NO. 1 DRAWINGS

1) General Clarification:a. Partition Types 4 and 6 are intended to address the repair/finishing of walls

affected by the demolition of wall tile. The design intent is to remove existing bathroom wall tile as noted on plans. At CMU walls, tile will be removed, and the block prepared to receive a laminated layer of GWB, or where noted, GWB on furring channels, (this typically occurs on walls where we are providing power) At stud walls, the wall tile and substrate shall be removed, and new GWB installed on existing studs. The drawings reflect these conditions as we believe they occur, but due to the uncertainties of existing construction, some of these conditions may need to be determined and coordinated in the field during construction.

2) The following drawings have been revised to better clarify the previous statement:a. AD102b. AD104c. A102d. A104e. A501

3) A406: DOOR AND FINISH SCHEDULES - VCT and Rubber Cove base have been noted as “by owner”.

4) A502: PLAN DETAILS - Added sheet with details related to furring out walls at existing door and window frames.

Addendum No. 3 UNCW Randall Library Life Safety & ADA Upgrades Wilmington, North Carolina SCO# 17-17589-01A PM# 5544 BMG Project No. 2016280.00 November 3, 2017 The following items supplement, change, delete or add to the Construction Documents as though repeated in full therein. All general conditions, special conditions, etc., as originally specified shall apply to these items.

ITEM NO. 1 DRAWINGS

1) General Clarification: a. Partition Types 4 and 6 are intended to address the repair/finishing of walls

affected by the demolition of wall tile. The design intent is to remove existing bathroom wall tile as noted on plans. At CMU walls, tile will be removed, and the block prepared to receive a laminated layer of GWB, or where noted, GWB on furring channels. (this typically occurs on walls where we are providing power) At stud walls, the wall tile and substrate shall be removed, and new GWB installed on existing studs. The drawings reflect these conditions as we believe they occur, but due to the uncertainties of existing construction, some of these conditions may need to be determined and coordinated in the field during construction.

2) The following drawings have been revised to better clarify the previous statement: a. AD102 b. AD104 c. A102 d. A104 e. A501

3) A406: DOOR AND FINISH SCHEDULES – VCT and Rubber Cove base have been

noted as “by owner”.

4) A502: PLAN DETAILS – Added sheet with details related to furring out walls at existing door and window frames.

2016280.00 UNCW RANDALL LIBRARY ADDENDUM NO. 3 LIFE SAFETY & ADA UPGRADES

of 3

ITEM NO. 2 QUESTIONS FROM BIDDERS

1) What type of Water and Drain lines are acceptable. Right now just a general spec appears to say Cast Iron and Copper. Just want to confirm this is what is speced on this job?

a. Response: Please refer to specifications

2) The fire alarm plans do not show locations available for fire alarm booster panels. Booster panels contain the control equipment (amplifiers, power supplies and required batteries) to provide power for strobes, speakers, optical smoke detectors and air sampling detectors. Please clarify available locations for this equipment. As a minimum, there will most likely be four of these cabinets needed, two on each floor. For load distribution purposes they should be located at each end or side of the building. Based on equipment layout, the end of the building is preferred.

a. Response: Locations for booster panels have not yet been determined. They will be coordinated with the university and finalized during the shop drawing phase.

3) Will the fire alarm equipment be supplied with power from an emergency generator circuit?

a. Response: There is no emergency generator serving Randall Hall.

4) Based on our previous experience with military mass notification projects, can an acoustical consultant be omitted from the requirements in the fire alarm specification. On previous projects we were held to a criteria of 0.7 (point seven) utilizing the STI scale. This project requires just 0.5 (point five) Additionally, it should be noted the responsibility of an acceptable system is on the fire alarm/emergency voice system supplier by specification.

a. Response: The acoustician's evaluation is needed as part of the shop drawing submittal.

5) Please clarify item 4 of section H Projected Beam Smoke Detection AND Item 7 of section I Aspirating Type Smoke Detection. Nuisance alarms have been defined by some as alarms caused by no fault of the device or the installer. Is it the intent that we provide a factory trained technician at no charge for issues caused by others?

a. Response: Nuisance tripping needs to be investigated by the contractor by any means necessary during the warranty period. This may include a factory technician's visit where the cause of the nuisance tripping cannot be determined expediently by the contractor's staff. Trouble conditions due to lack of maintenance (i.e. replacement of sampling air filters) or detector beam blockages are not considered nuisance tripping.

6) May the duct smoke detectors be removed from the project. This request is based on the appearance all areas serviced by the air handling units have 100% coverage by area smoke detection. Under this request, we are not asking for the removal of the requirement to shut down all air handling units upon the activation of any building fire alarm.

a. Response: The duct smoke detectors may not be removed per the ruling of the NC SCO.

2016280.00 UNCW RANDALL LIBRARY ADDENDUM NO. 3 LIFE SAFETY & ADA UPGRADES

of 3

7) I am inquiring if we can use the Viega ProPress method for joining the copper tubing in lieu of soldered joints. We have used this in dozens of projects as well as on the UNCW campus with 100% success and zero leaks. It simply has become a better method than the old school method of soldering and the several mitigating factors that affect it.

a. Response: Yes, this is acceptable.

8) I do not see where the bid date and time are mentioned, however, in the prebid it was stated Nov 8th at 2:00 is that correct?

a. Response: Page NTB 1: First Paragraph. “Sealed proposals will be received by the University of North Carolina at Wilmington in Wilmington, North Carolina, Project Management Department, in the Facilities Administration Building, Conference Room #2, up to 2:00 PM on Wednesday November 8, 2017.”

9) The plans say Carpet tile by Owner but does not state that the VCT and rubber base are by Owner.

a. Response: Carpet, VCT, and rubber wall base are all by owner.

10) Ceramic tile by GC? a. Response: Yes.

11) It was mentioned in the prebid but do not see anywhere that it states bonds required?

a. Response: This is a formal project. A bid deposit/bond is required as well as Payment and Performance Bonds.

ITEM NO. 3 ATTACHMENTS DRAWINGS AD102, AD104, A102, A104, A406, A501, A502 End of Addendum No. 3

DEMOLITION KEY NOTES BECKERMORGAN

REMOVE EXISTING CEILING INCLUDING BUT NOT LIMITED TO, ACOUSTIC CEILING TILES, SUSPENSION GRID, LIGHT FIXTURES, AND MECHANICAL EQUIPMENT; SALVAGE CEILING TILES AND LIGHT FIXTURES FOR RE-USE. CEILING GRID AND ALL OTHER REMOVED ITEMS TO BE DISCARDED

8 9 Q», A »

REMOVE EXISTING FLOOR FINISH INCLUDING BUT NOT LIMITED TO, CARPET TILE, VINYL WALL BASE, AND ADHESIVE; PREPARE SLAB TO RECEIVE NEW FINISH. COORDINATE EXTENT OF FLOOR FINISH DEMOLITION WITH NEW FINISH PLAN

0 ARCHITECTUREPLANNING

Wilmington, NC3205 Randall Parkway, Suite 211

Wilmington, NC 28403 910.341.7600

Salisbury, MD312 West Main St. Suite 300

Salisbury, MD 21801 410.546.9100Dover, PE

309 S Governors Ave Dover, DE 19904

302.734.7950

www.beckermorgan.com

J T I0 1

0 |

0\

SJ REMOVE DASHED PORTION OF EXISTING WALL\ 13\ TYPICAL 024\ REMOVE EXISTING DROP SOFFIT

WOMEN MEN|1009| |1008| 0 REMOVE BASE AND WALL MOUNTED CABINETS

TY 31 CAL 3 0 EXISTING INTERIOR FINISHES TO REMAINr _ n EXISTING STACKS TO BE EMPTIED AND CONTENTS TO BE

RELOCATED TO STORAGE. STACKS TO BE REMOVED AND RETURNED TO OWNER; COORDINATE WITH OWNER.

^0 1 I 0\18 181A I21 v 21J

0 REMOVAL AND RELOCATION OF FLAT FILES BY OTHERS26 24

0 REMOVAL AND RELOCATION OF PRINT STATIONS BY OTHERS24WORK 110201

I_____ J t = =28- r 0 NOT USED

A »NOT FOR

CONSTRUCTION

EXTENT OF CEILING DEMOLITION; COORDINATE WITH REFLECTED CEILING PLAN

Z j 0TY 31 CAL 19L J U = = =/= = l* TY 31 CALr 027 TEMPORARY DUST PARTITION - CONFIRM POSITION WITH OWNER- 208,

91 TY 31 CAL' (

= 10595 m: =

%V?vV*‘%0GTOn-0

"Hillin'"

24 01 STEEL COLUMN EXISTING TO REMAIN, TYPICALl\_ J

EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED; DOOR AND FRAME TO BE DISCARDED, HARDWARE TO BE RETURNED TO OWNER

EXISTING STOREFRONT SYSTEM INCLUDING BUT NOT LIMITED TO, GLAZING, AND ALUMINUM FRAME TO BE REMOVED AND DISCARDED

REMOVE PORTION OF EXISTING WALL AS REQUIRED TO ACCOMMODATE NEW OPENING; COORDINATE SIZE AND LOCATION WITH CONSTRUCTION PLAN

SAW-CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB FOR NEW MECHANICAL PENETRATION; COORDINATE SIZE AND LOCATION WITH MECHANICAL DRAWINGS

REMOVE EXISTING FLOOR FINISH INCLUDING BUT NOT LIMITED TO, FLOOR TILE, THICKSET, AND COVE TILE WALL BASE. PATCH, LEVEL, AND PREPARE SLAB TO RECEIVE NEW FINISH

J n-I— i—i -i--------r 0

o0 * 3 N.C. ./o/0A ..........

20 DEMOLITION PLAN - FIRST FLOOR 0D102/ SCALE: 1/4’ = r-Q” ^gang/0

Gtatec Ur9r0 /0/?m /® V\ o

- 51922 s ■00

8.0 £& *3f.h OCaro

*'l2 3 0/vgto^;REMOVE EXISTING PLUMBING FIXTURES; SEE PLUMBING DRAWINGS0REMOVE AND DISCARD EXISTING TOILET PARTITIONS AND ALL ASSOCIATED HARDWARE

REMOVE AND DISCARD EXISTING TOILET ROOM ACCESSORIES INCLUDING BUT NOT LIMITED TO MIRRORS, TOILET PAPER DISPENSARIES, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, AND SANITARY NAPKIN RECEPTACLES

0PROJECT TITLE

0/ \/ \

H 140 0F0 p r

I © I I o I L00J L00J

REMOVE EXISTING WALL TILE, MORTAR, AND SUBSTRATE; EXISTING STUDS TO REMAIN: TYPICAL FLOOR TO CEILING0/ 1222 1 I/

16 1 I■j-T

/=J| EXISTING DOOR AND FRAME TO REMAIN; HARDWARE TO BE

REMOVED AND RETURNED TO OWNER. SEE DOOR SCHEDULEI I 0L - 5-1" I I

18 22 r22 REMOVE EXISTING WALL TILE AND MORTAR; EXISTING SUBSTRATE AND WALL TO REMAIN, TYPICAL FLOOR TO CEILING. PREPARE SUBSTRATE TO RECEIVE NEW FINISH

WOMEN 0|1025|

RANDALL LIBRARY LIFE SAFETY, ADA

& RESTROOM IMPROVEMENTS

r 0!T ‘—i i—1 T EXISTING FLOOR FINISH TO REMAIN\

0 '/

18h-FLb 0 REMOVE EXISTING MILLWORK AND COUNTERTOP21rCM

_lREMOVE EXISTING BASE CABINETS. EXISTING COUNTERTOP TO REMAIN. PROVIDE TEMPORARY SUPPORT AS REQUIRED8 0I I 18 24 J- 0 1 Ü0I---------------- 141- 1 1

0 F0 601 S. College Rd.

Wilmington, NC 28403

PM# - 5544 SCO# - 17-17589-01A

111 REMOVE EXISTING MAIL SLOTS/I I I / TYPICALI I I 3/IT REMOVE EXISTING WALL FINISH BACK TO EXISTING TO REMAIN

BLOCK WALL. PREPARE BLOCK TO RECEIVE NEW FINISH./ 0n ^iH AMENL_\ TYPICAL|1028| 200I\

TYPICALr J \ j 19= =Pr = i18 o\ fr~ ii „

100 !! fesF0\

i2118~Tl-«—21 ]TYPICAL r1Il r 3 JWOMEN ^"-0 l 1

FTFo-_0j

SHEET TITLE« i

bLU = =J_ill. FIRST FLOOR DEMOLITION PLAN

CDH TYPICAL X20 \I 0 WOMEN\rr = 24|1030| TYPICAL\

1iri noi9iJw Ô^0Il L 1- « 18F-^TYPICAL 19 x 210 X 0\/ 18 L/ _____ i

TYPICALL = 21 24= =h0

30DEMOLITION PLAN - FIRST FLOOR TO DEMOLITION PLAN - FIRST FLOORD102/ SCALE: 1/4” = r-Q” D102/ SCALE: 1/4” = r-Q”

A ISSUE BLOCK

KEY PLANGENERAL NOTES1/ADI01

r 1L1. LIMIT CONSTRUCTION ACTIVITIES TO DESIGNATED AREAS OF WORK. 7. CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS - SEE SPECIFICATIONS SECTION 013233. 13. SEE GENERAL NOTES ON G001 A ADDENDUM 311/03/20172. THE BUILDING/ FACILITY WILL REMAIN IN USE/ OCCUPIED DURING CONSTRUCTION. 8. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FINISHES, PARTITIONS, BUILDING

SYSTEMS AND OTHER ELEMENTS THAT REMAIN FROM DAMAGE.14. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION A ADDENDUM 110/30/2017

3. PROVIDE THE OWNER A MINIMUM 48 HOUR NOTICE AND OBTAIN APPROVAL FOR ACTIVITIES THAT COULD INTERRUPT OR IMPACT THE USE OR OPERATION OF THE EXISTING BUILDINGS/FACILITIES.

15. SEE 4/A501 AND 5/A501 FOR PLUMBING ROOF PENETRATION DETAILS. . . . . U MARK DATE DESCRIPTION

9. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING BUILDING, STRUCTURE, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS TO REMAIN. b PROJECT NO: 2016280.003/AD102

4. THE CONTRACTOR, SUBCONTRACTORS AND THEIR EMPLOYEES SHALL ABIDE BY ALL BADGING, SECURITY, AND CONDUCT REQUIREMENTS REQUIRED BY THE OWNER.

10. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES & REGULATIONS. DATE: 08/19/201711. ALL AREAS OF CONSTRUCTION SHALL BE SECURED SO AS TO LIMIT ACCESS BY UNAUTHORIZED

PERSONS.SCALE:

5. MAINTAIN CORRIDORS AND PATHS OF EGRESS AT ALL TIMES. DO NOT BLOCK EXITS, STAIRS, RAMPS, ETC.

□ nDRAWN BY: NMY PROJ MGR: EWOi]□»f ;.. #1112. ALL FACILITIES WHERE CONSTRUCTION OCCURS SHALL BE SECURED DAILY UPON THE

COMPLETION OF THE WORK DAY. SECUREMENT METHODS & EMERGENCY ACCESS SHALL BE APPROVED BY THE OWNER. A6. BUILDING FIRE ALARM AND OTHER LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL.

PROTECT SYSTEMS AND DEVICES FROM DAMAGE. AD102F : ihr

1/AD102 2/AD102 COPYRIGHT ^^2017

5'-1"

2'-0

"6

'-6

"

19

TYPICAL

20

TYPICAL

3

TYPICAL

14

22

14

14

14

14

14

14

16

1

21

18

1

21

18

1

21

18

1

18

1

18

12

24

TYPICAL

24

22

22

1. LIMIT CONSTRUCTION ACTIVITIES TO DESIGNATED AREAS OF WORK.

2. THE BUILDING/ FACILITY WILL REMAIN IN USE/ OCCUPIED DURING CONSTRUCTION.

3. PROVIDE THE OWNER A MINIMUM 48 HOUR NOTICE AND OBTAIN APPROVAL FOR ACTIVITIES THAT

COULD INTERRUPT OR IMPACT THE USE OR OPERATION OF THE EXISTING BUILDINGS/

FACILITIES.

4. THE CONTRACTOR, SUBCONTRACTORS AND THEIR EMPLOYEES SHALL ABIDE BY ALL BADGING,

SECURITY, AND CONDUCT REQUIREMENTS REQUIRED BY THE OWNER.

5. MAINTAIN CORRIDORS AND PATHS OF EGRESS AT ALL TIMES. DO NOT BLOCK EXITS, STAIRS,

RAMPS, ETC.

6. BUILDING FIRE ALARM AND OTHER LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL.

PROTECT SYSTEMS AND DEVICES FROM DAMAGE.

7. CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS - SEE SPECIFICATIONS SECTION 013233.

8. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FINISHES, PARTITIONS, BUILDING

SYSTEMS AND OTHER ELEMENTS THAT REMAIN FROM DAMAGE.

9. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING BUILDING, STRUCTURE,

FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS TO REMAIN.

10. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES & REGULATIONS.

11. ALL AREAS OF CONSTRUCTION SHALL BE SECURED SO AS TO LIMIT ACCESS BY UNAUTHORIZED

PERSONS.

12. ALL FACILITIES WHERE CONSTRUCTION OCCURS SHALL BE SECURED DAILY UPON THE

COMPLETION OF THE WORK DAY. SECUREMENT METHODS & EMERGENCY ACCESS SHALL BE

APPROVED BY THE OWNER.

13. SEE GENERAL NOTES ON G001

14. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

15. SEE 4/A501 AND 5/A501 FOR PLUMBING ROOF PENETRATION DETAILS

DEMOLITION KEY NOTES

REMOVE EXISTING CEILING INCLUDING BUT NOT LIMITED TO,

ACOUSTIC CEILING TILES, SUSPENSION GRID, LIGHT FIXTURES,

AND MECHANICAL EQUIPMENT; SALVAGE CEILING TILES AND LIGHT

FIXTURES FOR RE-USE. CEILING GRID AND ALL OTHER REMOVED

ITEMS TO BE DISCARDED

REMOVE EXISTING FLOOR FINISH INCLUDING BUT NOT LIMITED TO,

CARPET TILE, VINYL WALL BASE, AND ADHESIVE; PREPARE SLAB

TO RECEIVE NEW FINISH. COORDINATE EXTENT OF FLOOR FINISH

DEMOLITION WITH NEW FINISH PLAN

REMOVE DASHED PORTION OF EXISTING WALL

REMOVE EXISTING DROP SOFFIT

REMOVE BASE AND WALL MOUNTED CABINETS

EXISTING INTERIOR FINISHES TO REMAIN

EXISTING STACKS TO BE EMPTIED AND CONTENTS TO BE

RELOCATED TO STORAGE. STACKS TO BE REMOVED AND

RETURNED TO OWNER; COORDINATE WITH OWNER.

REMOVAL AND RELOCATION OF FLAT FILES BY OTHERS

REMOVAL AND RELOCATION OF PRINT STATIONS BY OTHERS

NOT USED

EXTENT OF CEILING DEMOLITION; COORDINATE WITH REFLECTED

CEILING PLAN

TEMPORARY DUST PARTITION - CONFIRM POSITION WITH OWNER

STEEL COLUMN EXISTING TO REMAIN, TYPICAL

EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED; DOOR

AND FRAME TO BE DISCARDED, HARDWARE TO BE RETURNED TO

OWNER

EXISTING STOREFRONT SYSTEM INCLUDING BUT NOT LIMITED TO,

GLAZING, AND ALUMINUM FRAME TO BE REMOVED AND

DISCARDED

REMOVE PORTION OF EXISTING WALL AS REQUIRED TO

ACCOMMODATE NEW OPENING; COORDINATE SIZE AND LOCATION

WITH CONSTRUCTION PLAN

SAW-CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB

FOR NEW MECHANICAL PENETRATION; COORDINATE SIZE AND

LOCATION WITH MECHANICAL DRAWINGS


FLOOR TILE, THICKSET, AND COVE TILE WALL BASE. PATCH, LEVEL,

AND PREPARE SLAB TO RECEIVE NEW FINISH

REMOVE EXISTING PLUMBING FIXTURES; SEE PLUMBING

DRAWINGS

REMOVE AND DISCARD EXISTING TOILET PARTITIONS AND ALL

ASSOCIATED HARDWARE

REMOVE AND DISCARD EXISTING TOILET ROOM ACCESSORIES

INCLUDING BUT NOT LIMITED TO MIRRORS, TOILET PAPER

DISPENSARIES, SOAP DISPENSERS, PAPER TOWEL DISPENSERS,

AND SANITARY NAPKIN RECEPTACLES

REMOVE EXISTING WALL TILE, MORTAR, AND SUBSTRATE;

EXISTING STUDS TO REMAIN: TYPICAL FLOOR TO CEILING

EXISTING DOOR AND FRAME TO REMAIN; HARDWARE TO BE

REMOVED AND RETURNED TO OWNER. SEE DOOR SCHEDULE

REMOVE EXISTING WALL TILE AND MORTAR; EXISTING SUBSTRATE

AND WALL TO REMAIN, TYPICAL FLOOR TO CEILING. PREPARE

SUBSTRATE TO RECEIVE NEW FINISH

EXISTING FLOOR FINISH TO REMAIN

REMOVE EXISTING MILLWORK AND COUNTERTOP

REMOVE EXISTING BASE CABINETS. EXISTING COUNTERTOP TO

REMAIN. PROVIDE TEMPORARY SUPPORT AS REQUIRED

REMOVE EXISTING MAIL SLOTS

REMOVE EXISTING WALL FINISH BACK TO EXISTING TO REMAIN

BLOCK WALL. PREPARE BLOCK TO RECEIVE NEW FINISH.

1

3

21

18

20

19

24

23

TYPICAL

TYPICAL

TYPICAL

1

21

18

23

TYPICAL

20

19

TYPICAL

TYPICAL

24

TYPICAL

13

3

TYPICAL

24

24

14 23

1

21

18

26

1

21

18

12

27

28

TYPICAL

24

AD102

FIRST FLOOR

DEMOLITION PLAN

PROJECT TITLE

SCALE:

DATE: 08/19/2017

DRAWN BY:

2016280.00PROJECT NO:

ISSUE BLOCK

MARK DATE DESCRIPTION

SHEET TITLE

EWOPROJ MGR:

RANDALL LIBRARY

LIFE SAFETY, ADA

& RESTROOM

IMPROVEMENTS


E

ALP

RA C

NN

IH T U

NI

C T

G

ER

Salisbury, MD

410.546.9100

Salisbury, MD 21801

312 West Main St. Suite 300

Dover, DE

Dover, DE 19904

302.734.7950

309 S Governors Ave

910.341.7600

Wilmington, NC

3205 Randall Parkway, Suite 211


NMY

COPYRIGHT C 2017

601 S. College Rd.

Wilmington, NC

28403

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

ro

l

i

n

a

PM# - 5544SCO# - 17-17589-01A

NOT FOR

CONSTRUCTION

A 10/30/2017 ADDENDUM 1

A

B 11/03/2017 ADDENDUM 3

B

B

B

DEMOLITION KEY NOTES BECKERMORGAN

REMOVE EXISTING CEILING INCLUDING BUT NOT LIMITED TO, ACOUSTIC CEILING TILES, SUSPENSION GRID, LIGHT FIXTURES, AND MECHANICAL EQUIPMENT; SALVAGE CEILING TILES AND LIGHT FIXTURES FOR RE-USE. CEILING GRID AND ALL OTHER REMOVED ITEMS TO BE DISCARDED

4 5 Q

», A »

REMOVE EXISTING FLOOR FINISH INCLUDING BUT NOT LIMITED TO, CARPET TILE, VINYL WALL BASE, AND ADHESIVE; PREPARE SLAB TO RECEIVE NEW FINISH. COORDINATE EXTENT OF FLOOR FINISH DEMOLITION WITH NEW FINISH PLAN

0 ARCHITECTUREPLANNING


Wilmington, NC 28403 910.341.7600




302.734.7950


AI I t = 0 A1r!

WOMEN t| 2050A |

0 0 REMOVE DASHED PORTION OF EXISTING WALLMEN12052A |

A/l J 24 29/ 0 REMOVE EXISTING DROP SOFFIT

24 €= = =i221 Î4 m REMOVE BASE AND WALL MOUNTED CABINETSl------------1

19^ft 19& »TYPICAL TYPICAL/0/ EXISTING INTERIOR FINISHES TO REMAINJ-

22 Tlf^° fri=18 — 18 21 EXISTING STACKS TO BE EMPTIED AND CONTENTS TO BE RELOCATED TO STORAGE. STACKS TO BE REMOVED AND RETURNED TO OWNER; COORDINATE WITH OWNER.

n= =I 0 0\ 4 0llJj1 1TYPICAL^ 21/l J MEN0 /21 — fr iii i |2052| 0n— REMOVAL AND RELOCATION OF FLAT FILES BY OTHERSIl I=1/ \ = 3 H 0 0! I £0

20 = #= = iLJj iTYPICAL 0 2924l 16 0 REMOVAL AND RELOCATION OF PRINT STATIONS BY OTHERS26 00^ 24 /

Z J/

0r NOT USED■itr -U4

NOT FOR CONSTRUCTION

EXTENT OF CEILING DEMOLITION; COORDINATE WITH REFLECTED CEILING PLAN0

0 TEMPORARY DUST PARTITION - CONFIRM POSITION WITH OWNER23

0c,T W ////0 STEEL COLUMN EXISTING TO REMAIN, TYPICAL

2 EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED; DOOR AND FRAME TO BE DISCARDED, HARDWARE TO BE RETURNED TO OWNER

EXISTING STOREFRONT SYSTEM INCLUDING BUT NOT LIMITED TO, GLAZING, AND ALUMINUM FRAME TO BE REMOVED AND DISCARDED

REMOVE PORTION OF EXISTING WALL AS REQUIRED TO ACCOMMODATE NEW OPENING; COORDINATE SIZE AND LOCATION WITH CONSTRUCTION PLAN

SAW-CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB FOR NEW MECHANICAL PENETRATION; COORDINATE SIZE AND LOCATION WITH MECHANICAL DRAWINGS

REMOVE EXISTING FLOOR FINISH INCLUDING BUT NOT LIMITED TO, FLOOR TILE, THICKSET, AND COVE TILE WALL BASE. PATCH, LEVEL, AND PREPARE SLAB TO RECEIVE NEW FINISH

0 :£? ^ •= :c5 10595 m- * •'ii%V?vV*’

"Hillin'"

:29 O29 "y/ * c N.C. ./o/

0'0

..........WOMEN|2050| 0

^GANg^

Gtat ecUr0 4 s-' /29 Z/?

ÜJ o CÛ «

0 4 0 %

- 51922 s ■JL

0 % §0& 4,h' fh oCaroA *'i0/vgto^;REMOVE EXISTING PLUMBING FIXTURES; SEE PLUMBING

DRAWINGS020 DEMOLITION PLAN - SECOND FLOORREMOVE AND DISCARD EXISTING TOILET PARTITIONS AND ALL ASSOCIATED HARDWARE

REMOVE AND DISCARD EXISTING TOILET ROOM ACCESSORIES INCLUDING BUT NOT LIMITED TO MIRRORS, TOILET PAPER DISPENSARIES, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, AND SANITARY NAPKIN RECEPTACLES

0D104/ SCALE: 1/4” = T-0”8 PROJECT TITLE

0vJ REMOVE EXISTING WALL TILE, MORTAR, AND SUBSTRATE;

EXISTING STUDS TO REMAIN: TYPICAL FLOOR TO CEILINGI 02 3\

\0 N

EXISTING DOOR AND FRAME TO REMAIN; HARDWARE TO BE REMOVED AND RETURNED TO OWNER. SEE DOOR SCHEDULE00

REMOVE EXISTING WALL TILE AND MORTAR; EXISTING SUBSTRATE AND WALL TO REMAIN, TYPICAL FLOOR TO CEILING. PREPARE SUBSTRATE TO RECEIVE NEW FINISH

0 0T Tr 0\ 0 0 1\ 0 - RANDALL LIBRARY LIFE SAFETY, ADA


I\ \\ 0 |

\ 0 EXISTING FLOOR FINISH TO REMAIN- J \ \HOUSEKEEPING24 \ \|2012| \

0 REMOVE EXISTING MILLWORK AND COUNTERTOP

18 18 REMOVE EXISTING BASE CABINETS. EXISTING COUNTERTOP TO REMAIN. PROVIDE TEMPORARY SUPPORT AS REQUIRED

WOMEN 0L |2040|^TYPICAL

STORAGE 0 601 S. College Rd. Wilmington, NC

28403

PM# - 5544 SCO# - 17-17589-01A

r n REMOVE EXISTING MAIL SLOTS|2013|

\ REMOVE EXISTING WALL FINISH BACK TO EXISTING TO REMAIN BLOCK WALL. PREPARE BLOCK TO RECEIVE NEW FINISH.000\

\24 \

-0T1T“18 181 /.0 i

0iI 00/ I "

21 214

19 26TYPICAL TYPICALIl II Il II Il II

U0 T

020 24 WOMEN24TYPICAL 1 Z 0| 2040A|/ SHEET TITLE

l Ip- alternate NO. 3i___ i------------ 14SECOND FLOOR DEMOLITION PLAN

ivru = = 24/vJT~~WOMEN MEN 0 ALL WORK ON SHEETS AD104, A104, A204, AND SUBSEQUENT MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS RELATED TO THESE AREAS SHALL BE AN ALTERNATE

00» = J|2014| |20111 ^TYPICAL

Rr = T/ n

/ STORAGE/ 18 21\2 / \L = | 2042E | I/,/ \ A•n'0=0 19-J ~3 TYPICALU___I4 Ljr F = = 20= J TYPICAL4 r =/ 24 24 26 1_____/ \ AlZL =L \I I 241 .0J=LK13

JLK Il I L

A

3 A DEMOLITION PLAN - SECOND FLOOR AA DEMOLITION PLAN - SECOND FLOORD104/ SCALE: 1/4” = t-0” D104/ SCALE: 1/4” = T-0”

ISSUE BLOCK

KEY PLANGENERAL NOTES2/AD104 1/AD103

1. LIMIT CONSTRUCTION ACTIVITIES TO DESIGNATED AREAS OF WORK. 7. CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS - SEE SPECIFICATIONS SECTION 013233. 13. SEE GENERAL NOTES ON G001 A A 11/03/2017 ADDENDUM 32. THE BUILDING/ FACILITY WILL REMAIN IN USE/ OCCUPIED DURING CONSTRUCTION. 8. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FINISHES, PARTITIONS, BUILDING

SYSTEMS AND OTHER ELEMENTS THAT REMAIN FROM DAMAGE.14. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION A ADDENDUM 110/30/2017

T,3. PROVIDE THE OWNER A MINIMUM 48 HOUR NOTICE AND OBTAIN APPROVAL FOR ACTIVITIES THAT COULD INTERRUPT OR IMPACT THE USE OR OPERATION OF THE EXISTING BUILDINGS/FACILITIES.

15. SEE 4/A501 AND 5/A501 FOR PLUMBING ROOF PENETRATION DETAILS MARK DATE DESCRIPTION

9. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING BUILDING, STRUCTURE, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS TO REMAIN. PROJECT NO: 2016280.00

X4. THE CONTRACTOR, SUBCONTRACTORS AND THEIR EMPLOYEES SHALL ABIDE BY ALL BADGING, SECURITY, AND CONDUCT REQUIREMENTS REQUIRED BY THE OWNER.

10. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES & REGULATIONS. DATE: 08/19/20174BË1n11. ALL AREAS OF CONSTRUCTION SHALL BE SECURED SO AS TO LIMIT ACCESS BY UNAUTHORIZED PERSONS.

SCALE:5. MAINTAIN CORRIDORS AND PATHS OF EGRESS AT ALL TIMES. DO NOT BLOCK EXITS, STAIRS,

RAMPS, ETC. DRAWN BY: NMY PROJ MGR: EWO12. ALL FACILITIES WHERE CONSTRUCTION OCCURS SHALL BE SECURED DAILY UPON THE

COMPLETION OF THE WORK DAY. SECUREMENT METHODS & EMERGENCY ACCESS SHALL BE APPROVED BY THE OWNER.

P06. BUILDING FIRE ALARM AND OTHER LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL. PROTECT SYSTEMS AND DEVICES FROM DAMAGE. AD 104

1/AD104 3/AD104COPYRIGHT ^^2017

2

1

21

19

TYPICAL

20

TYPICAL

3

TYPICAL

1

18

13

26

14

1

2

24

24

12

24





FACILITIES.




RAMPS, ETC.










PERSONS.







DEMOLITION KEY NOTES

REMOVE EXISTING CEILING INCLUDING BUT NOT LIMITED TO,

ACOUSTIC CEILING TILES, SUSPENSION GRID, LIGHT FIXTURES,

AND MECHANICAL EQUIPMENT; SALVAGE CEILING TILES AND LIGHT

FIXTURES FOR RE-USE. CEILING GRID AND ALL OTHER REMOVED

ITEMS TO BE DISCARDED


CARPET TILE, VINYL WALL BASE, AND ADHESIVE; PREPARE SLAB

TO RECEIVE NEW FINISH. COORDINATE EXTENT OF FLOOR FINISH

DEMOLITION WITH NEW FINISH PLAN

REMOVE DASHED PORTION OF EXISTING WALL

REMOVE EXISTING DROP SOFFIT

REMOVE BASE AND WALL MOUNTED CABINETS

EXISTING INTERIOR FINISHES TO REMAIN

EXISTING STACKS TO BE EMPTIED AND CONTENTS TO BE

RELOCATED TO STORAGE. STACKS TO BE REMOVED AND

RETURNED TO OWNER; COORDINATE WITH OWNER.

REMOVAL AND RELOCATION OF FLAT FILES BY OTHERS

REMOVAL AND RELOCATION OF PRINT STATIONS BY OTHERS

NOT USED

EXTENT OF CEILING DEMOLITION; COORDINATE WITH REFLECTED

CEILING PLAN

TEMPORARY DUST PARTITION - CONFIRM POSITION WITH OWNER

STEEL COLUMN EXISTING TO REMAIN, TYPICAL

EXISTING DOOR, FRAME, AND HARDWARE TO BE REMOVED; DOOR

AND FRAME TO BE DISCARDED, HARDWARE TO BE RETURNED TO

OWNER

EXISTING STOREFRONT SYSTEM INCLUDING BUT NOT LIMITED TO,

GLAZING, AND ALUMINUM FRAME TO BE REMOVED AND

DISCARDED

REMOVE PORTION OF EXISTING WALL AS REQUIRED TO

ACCOMMODATE NEW OPENING; COORDINATE SIZE AND LOCATION

WITH CONSTRUCTION PLAN

SAW-CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB

FOR NEW MECHANICAL PENETRATION; COORDINATE SIZE AND

LOCATION WITH MECHANICAL DRAWINGS


FLOOR TILE, THICKSET, AND COVE TILE WALL BASE. PATCH, LEVEL,

AND PREPARE SLAB TO RECEIVE NEW FINISH

REMOVE EXISTING PLUMBING FIXTURES; SEE PLUMBING

DRAWINGS

REMOVE AND DISCARD EXISTING TOILET PARTITIONS AND ALL

ASSOCIATED HARDWARE

REMOVE AND DISCARD EXISTING TOILET ROOM ACCESSORIES

INCLUDING BUT NOT LIMITED TO MIRRORS, TOILET PAPER

DISPENSARIES, SOAP DISPENSERS, PAPER TOWEL DISPENSERS,

AND SANITARY NAPKIN RECEPTACLES

REMOVE EXISTING WALL TILE, MORTAR, AND SUBSTRATE;

EXISTING STUDS TO REMAIN: TYPICAL FLOOR TO CEILING

EXISTING DOOR AND FRAME TO REMAIN; HARDWARE TO BE

REMOVED AND RETURNED TO OWNER. SEE DOOR SCHEDULE

REMOVE EXISTING WALL TILE AND MORTAR; EXISTING SUBSTRATE

AND WALL TO REMAIN, TYPICAL FLOOR TO CEILING. PREPARE

SUBSTRATE TO RECEIVE NEW FINISH

EXISTING FLOOR FINISH TO REMAIN

REMOVE EXISTING MILLWORK AND COUNTERTOP

REMOVE EXISTING BASE CABINETS. EXISTING COUNTERTOP TO

REMAIN. PROVIDE TEMPORARY SUPPORT AS REQUIRED

REMOVE EXISTING MAIL SLOTS

REMOVE EXISTING WALL FINISH BACK TO EXISTING TO REMAIN

BLOCK WALL. PREPARE BLOCK TO RECEIVE NEW FINISH.

18

21

20

TYPICAL

3

TYPICAL

TYPICAL

1

2

1

18

1

21

19

TYPICAL

19

16

2

1

26

23

23

24

24

24

22

24

24

22

29

29

29

29

29

1

18

1

18

3

TYPICAL

1

18

21

19

TYPICAL

20

TYPICAL

1

18

21

26

TYPICAL

14

14

23

14

24

24

24

24

24

12

12

12

AD104

SECOND FLOOR

DEMOLITION PLAN

PROJECT TITLE

SCALE:

DATE: 08/19/2017

DRAWN BY:


ISSUE BLOCK


SHEET TITLE

EWOPROJ MGR:

RANDALL LIBRARY

LIFE SAFETY, ADA

& RESTROOM

IMPROVEMENTS


E

ALP

RA C

NN

IH T U

NI

C T

G

ER

Salisbury, MD

410.546.9100

Salisbury, MD 21801


Dover, DE

Dover, DE 19904

302.734.7950

309 S Governors Ave

910.341.7600

Wilmington, NC



NMY

COPYRIGHT C 2017

601 S. College Rd.

Wilmington, NC

28403

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

ro

l

i

n

a

PM# - 5544SCO# - 17-17589-01A

NOT FOR

CONSTRUCTION

A

A

10/30/2017 ADDENDUM 1

A

ALTERNATE NO. 3

ALL WORK ON SHEETS AD104, A104,

A204, AND SUBSEQUENT MECHANICAL,

ELECTRICAL, AND PLUMBING SHEETS

RELATED TO THESE AREAS SHALL BE

AN ALTERNATE

A

B 11/03/2017 ADDENDUM 3

B

B

B

B

CONSTRUCTION KEY NOTES BECKERMORGAN8 9 m SEE FINISH SCHEDULE ON A406 FOR ALL INTERIOR FINISHES

0 EXISTING STEEL COLUMN, TYPICAL■ A0 SHELVING BY OTHERS

FURNISH AND INSTALL NEW MOP SINK; REFER TO PLUMBING DRAWINGS

0ARCHITECTUREPLANNING


Wilmington, NC 28403 910.341.7600




302.734.7950


2A502 0SIM NEW MECHANICAL CHASE; REFER TO MECHANICAL DRAWINGS

R______^

FURNISH AND INSTALL NEW FLOOR MOUNTED, OVERHEAD BRACED, TOILET PARTITION

0

J t= _11 4❖ m EXISTING MECHANICAL CHASEj

1 008,

0 PATCH/REPAIR WALLS TO MATCH ADJACENT SURFACES

❖ 0 PATCH/REPAIR/LEVEL FLOOR TO RECEIVE NEW FINISH

FURNISH AND INSTALL NEW WALL MOUNTED URINAL SCREEN. PROVIDE BLOCKING AS REQUIRED

01A INFILL ABANDONED OPENING IN EXISTING WALL; MATCH EXISTING

ADJACENT CONSTRUCTION

NEW CART STORAGE 36" BASE CABINET (AWI SERIES 162 W/ LOCKING DOORS). VERIFY DIMENSIONS IN FIELD; MATCH EXISTING FINISH

08 CONFERENCEAWORK |1008|13|1020| 0

NOT FOR CONSTRUCTIONA 0 NEW MAIL SLOTS BY OWNER7/A403

v\'>c,T W ////12

:£? ^ •CONSTRUCTION LEGEND = :c5 10595 m- * •'ii%V?'''/if'''

"AAGTOn-A"Ullllll"'

4 :o"y/ * c N.C. ./o/r

EXISTING WALL TO REMAIN .........

NEWWALL CONSTRUCTION

2A FLOOR PLAN - FIRST FLOOR © Gtatec Ur9rDIAPER CHANGING STATION;SEE 1/A401 FOR MOUNTING HEIGHT

s-' /A/?m I ©DÛ «

CA ^A o

- 51922 s ■AA102 J SCALE: 1/4’ = 1’-0”

© MOP BRACKET;SEE 1/A401 FOR MOUNTING HEIGHT

% §&

f.h OCaro*© 'l©NGTO0COAT HOOK;

SEE 1/A401 FOR MOUNTING HEIGHT

2 3 PROJECT TITLE

11 11 T—

H <>-

6 6IP57 1 025,

b RANDALL LIBRARY LIFE SAFETY, ADA


1LO 6 A5 26

OFFICE0-e- |1025|

:'-5" 8'-8"

-e- Y ^Êliiw \8 H1/.f à ro

K1/A4030 \s MEN 5 I 10281

TYPICAL (2)9<

OJ

601 S. College Rd. Wilmington, NC

28403

PM# - 5544 SCO# - 17-17589-01A

/ *'^\ 3/A4032 œ

A502A SIM ,1 028r~r

© © AH1

01 10STORAGE

A r,1 030| 1014-1

A 4/A403 \1r1 A |Wo MEN4 SHEET TITLE

A < 1030\ 55 6 FIRST FLOOR PLAN/r b6/A403\

CMï-o-

as119h

K K67 \

00 7/A403b TYPICAL (3)y !CD

§ TLT /I nôüi A -

i

/A) j1 i A:1 019,r\6

-e-

-é-

3A FLOOR PLAN - FIRST FLOOR ÏA FLOOR PLAN - FIRST FLOORA102 J SCALE: 1/4” = T-0” A102 J SCALE: 1/4’ = T-0” ISSUE BLOCKA A

KEY PLANGENERAL NOTES1/A101

X ’X1. LIMIT CONSTRUCTION ACTIVITIES TO DESIGNATED AREAS OF WORK. 7. CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS - SEE SPECIFICATIONS SECTION 013233. 13. SEE GENERAL NOTES ON G001A 11/03/2017 ADDENDUM 3

2. THE BUILDING/ FACILITY WILL REMAIN IN USE/ OCCUPIED DURING CONSTRUCTION. 8. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS THAT REMAIN FROM DAMAGE.

14. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION A ADDENDUM 110/30/201713. PROVIDE THE OWNER A MINIMUM 48 HOUR NOTICE AND OBTAIN APPROVAL FOR ACTIVITIES THAT

COULD INTERRUPT OR IMPACT THE USE OR OPERATION OF THE EXISTING BUILDINGS/FACILITIES.

15. SEE 4/A501 AND 5/A501 FOR PLUMBING ROOF PENETRATION DETAILS MARK DATE DESCRIPTION

9. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING BUILDING, STRUCTURE, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS TO REMAIN.

<

PROJECT NO: 2016280.003/A1024. THE CONTRACTOR, SUBCONTRACTORS AND THEIR EMPLOYEES SHALL ABIDE BY ALL BADGING,

SECURITY, AND CONDUCT REQUIREMENTS REQUIRED BY THE OWNER.10. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES & REGULATIONS. DATE: 08/19/2017

11. ALL AREAS OF CONSTRUCTION SHALL BE SECURED SO AS TO LIMIT ACCESS BY UNAUTHORIZED PERSONS.


RAMPS, ETC.□ n

DRAWN BY: NMY PROJ MGR: EWOi]B ÉHÊÊM 'niITr. □12. ALL FACILITIES WHERE CONSTRUCTION OCCURS SHALL BE SECURED DAILY UPON THE

COMPLETION OF THE WORK DAY. SECUREMENT METHODS & EMERGENCY ACCESS SHALL BE APPROVED BY THE OWNER. A6. BUILDING FIRE ALARM AND OTHER LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL.

PROTECT SYSTEMS AND DEVICES FROM DAMAGE. A102itZIrtr

1/A102 2/A102COPYRIGHT ^^2017

12

'-3

"8

'-2

"5

'-0

"

8'-8"2'-5"

1/A403

3/A403

6/A403

4/A403

2/A

40

35

/A

40

3

7

1

1

9

9

1

9

1'-1

"

1'-1

"

11 11

10

11





FACILITIES.




RAMPS, ETC.










PERSONS.







1

8

9

11

12

13

7/A403

1

9

1

9

7/A403

8/A

40

3

6'-9

"1

'-3

1

4"

CONSTRUCTION KEY NOTES

SEE FINISH SCHEDULE ON A406 FOR ALL INTERIOR FINISHES

EXISTING STEEL COLUMN, TYPICAL

SHELVING BY OTHERS

FURNISH AND INSTALL NEW MOP SINK; REFER TO PLUMBING

DRAWINGS

NEW MECHANICAL CHASE; REFER TO MECHANICAL DRAWINGS

FURNISH AND INSTALL NEW FLOOR MOUNTED, OVERHEAD

BRACED, TOILET PARTITION

EXISTING MECHANICAL CHASE

PATCH/REPAIR WALLS TO MATCH ADJACENT SURFACES

PATCH/REPAIR/LEVEL FLOOR TO RECEIVE NEW FINISH

FURNISH AND INSTALL NEW WALL MOUNTED URINAL SCREEN.

PROVIDE BLOCKING AS REQUIRED

INFILL ABANDONED OPENING IN EXISTING WALL; MATCH EXISTING


NEW CART STORAGE 36" BASE CABINET (AWI SERIES 162 W/

LOCKING DOORS). VERIFY DIMENSIONS IN FIELD; MATCH EXISTING

FINISH

NEW MAIL SLOTS BY OWNER

EXISTING WALL TO REMAIN

NEW WALL CONSTRUCTION

CONSTRUCTION LEGEND

DIAPER CHANGING STATION;


MOP BRACKET;


COAT HOOK;


A102

FIRST FLOOR PLAN

PROJECT TITLE

SCALE:

DATE: 08/19/2017

DRAWN BY:


ISSUE BLOCK


SHEET TITLE

EWOPROJ MGR:

RANDALL LIBRARY

LIFE SAFETY, ADA

& RESTROOM

IMPROVEMENTS


E

ALP

RA C

NN

IH T U

NI

C T

G

ER

Salisbury, MD

410.546.9100

Salisbury, MD 21801


Dover, DE

Dover, DE 19904

302.734.7950

309 S Governors Ave

910.341.7600

Wilmington, NC



NMY

COPYRIGHT C 2017

601 S. College Rd.

Wilmington, NC

28403

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

ro

l

i

n

a

PM# - 5544SCO# - 17-17589-01A

NOT FOR

CONSTRUCTION

A 10/30/2017 ADDENDUM 1

A

B 11/03/2017 ADDENDUM 3

B

B

B



DIAPER CHANGING STATION;SEE 1/A401 FOR MOUNTING HEIGHT

MOP BRACKET;SEE 1/A401 FOR MOUNTING HEIGHT

COAT HOOK;SEE 1/A401 FOR MOUNTING HEIGHT

BECKERMORGAN

A

ARCHITECTURE PLANNING


Wilmington, NC 28403 910.341.7600




302.734.7950



v\'>c,T W ////

= 10595 m: =- * :u> o: * =y i

\'s\. N. c.44©.........

X-© \2\ O

S-'

Uj I ®m I 51922CT>

.8- 7& *3h' fh Caro

'i^//vgto^;

PROJECT TITLE




28403

PM# - 5544 SCO# - 17-17589-01ASHEET TITLE

SECOND FLOOR PLAN

ISSUE BLOCK

CONSTRUCTION LEGEND

ALTERNATE NO. 3ALL WORK ON SHEETS AD104, A104, A204, AND SUBSEQUENT MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS RELATED TO THESE AREAS SHALL BE AN ALTERNATE

A

A MA

0 SEE FINISH SCHEDULE ON A406 FOR ALL INTERIOR FINISHES

0 EXISTING STEEL COLUMN, TYPICAL

[7] SHELVING BY OTHERS

FURNISH AND INSTALL NEW MOP SINK; REFER TO PLUMBING DRAWINGS

[7] NEW MECHANICAL CHASE; REFER TO MECHANICAL DRAWINGS

FURNISH AND INSTALL NEW FLOOR MOUNTED, OVERHEAD BRACED, TOILET PARTITION

0

0

0 EXISTING MECHANICAL CHASE

0 PATCH/REPAIR WALLS TO MATCH ADJACENT SURFACES

0 PATCH/REPAIR/LEVEL FLOOR TO RECEIVE NEW FINISH

FURNISH AND INSTALL NEW WALL MOUNTED URINAL SCREEN. PROVIDE BLOCKING AS REQUIRED

0

INFILL ABANDONED OPENING IN EXISTING WALL; MATCH EXISTING ADJACENT CONSTRUCTION

NEW CART STORAGE 36" BASE CABINET (AWI SERIES 162 W/0 LOCKING DOORS). VERIFY DIMENSIONS IN FIELD; MATCH EXISTING

FINISH

0

0 NEW MAIL SLOTS BY OWNER

CONSTRUCTION KEY NOTES5

3 Y3A502 A502SIM SIM

I

■HR

❖❖ ■■4

A502

1A

OFFICE8

|2052|A5

A502

❖PtJ

2052

I

A

3

11

A1 A8A

1" STEPi

\Afg V

6

A A A A A A A A A A A A A A A A

4

3A502SIM

AA

1 AOFFICE

8 |20501AA 2050B

A A

- SECOND FLOOR

v STORAGE1" STEP| 2042E |

- SECOND FLOORA A A A A A A A A A A

A

❖n

L J

2A502SIM

2050A 4ft■d__________

8 2A floor planA104 J SCALE: 1/4’ - T-O’

-

J 22A502SIM

11 11

JA2014

A

411

1

AOFFICE8 |2014|

AA

3 3fsMA502 A502A SIM A

LGK 1

3AFLOOR PLAN - SECOND FLOOR KA104 J SCALE: 1/4’ = r-o’ A

r\ FLOOR PLANA104 J SCALE: 1/4” = T-0”

A A A A A A A A A A A

KEY PLANGENERAL NOTES2/A104 1/A103

1. LIMIT CONSTRUCTION ACTIVITIES TO DESIGNATED AREAS OF WORK. 7. CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS - SEE SPECIFICATIONS SECTION 013233. 13. SEE GENERAL NOTES ON G001 A 11/03/2017 ADDENDUM 3■jBt14*-I2. THE BUILDING/ FACILITY WILL REMAIN IN USE/ OCCUPIED DURING CONSTRUCTION. 8. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FINISHES, PARTITIONS, BUILDING

SYSTEMS AND OTHER ELEMENTS THAT REMAIN FROM DAMAGE.14. SEE PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION A 10/30/2017 ADDENDUM 1

3. PROVIDE THE OWNER A MINIMUM 48 HOUR NOTICE AND OBTAIN APPROVAL FOR ACTIVITIES THAT COULD INTERRUPT OR IMPACT THE USE OR OPERATION OF THE EXISTING BUILDINGS/FACILITIES.

15. SEE 4/A501 AND 5/A501 FOR PLUMBING ROOF PENETRATION DETAILS 7 MARK DATE DESCRIPTION9. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING BUILDING, STRUCTURE,

FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS TO REMAIN. PROJECT NO: 2016280.00& !><l X4. THE CONTRACTOR, SUBCONTRACTORS AND THEIR EMPLOYEES SHALL ABIDE BY ALL BADGING,

SECURITY, AND CONDUCT REQUIREMENTS REQUIRED BY THE OWNER.10. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES & REGULATIONS. DATE: 08/19/2017o

D11. ALL AREAS OF CONSTRUCTION SHALL BE SECURED SO AS TO LIMIT ACCESS BY UNAUTHORIZED PERSONS.


RAMPS, ETC. DRAWN BY: NMY PROJ MGR: EWO12. ALL FACILITIES WHERE CONSTRUCTION OCCURS SHALL BE SECURED DAILY UPON THE

COMPLETION OF THE WORK DAY. SECUREMENT METHODS & EMERGENCY ACCESS SHALL BE APPROVED BY THE OWNER.

6. BUILDING FIRE ALARM AND OTHER LIFE SAFETY SYSTEMS SHALL REMAIN OPERATIONAL. PROTECT SYSTEMS AND DEVICES FROM DAMAGE. A104“ïrrarrw 3d

ex

1/A104 3/A104 COPYRIGHT ^^2017

0 © ©

1

8

9

1" STEP

1" STEP

9

9

9

11





FACILITIES.




RAMPS, ETC.










PERSONS.







1

8

9

1

8

9

1

8

9

11

1111

CONSTRUCTION KEY NOTES

SEE FINISH SCHEDULE ON A406 FOR ALL INTERIOR FINISHES

EXISTING STEEL COLUMN, TYPICAL

SHELVING BY OTHERS

FURNISH AND INSTALL NEW MOP SINK; REFER TO PLUMBING

DRAWINGS

NEW MECHANICAL CHASE; REFER TO MECHANICAL DRAWINGS

FURNISH AND INSTALL NEW FLOOR MOUNTED, OVERHEAD

BRACED, TOILET PARTITION

EXISTING MECHANICAL CHASE

PATCH/REPAIR WALLS TO MATCH ADJACENT SURFACES

PATCH/REPAIR/LEVEL FLOOR TO RECEIVE NEW FINISH

FURNISH AND INSTALL NEW WALL MOUNTED URINAL SCREEN.

PROVIDE BLOCKING AS REQUIRED

INFILL ABANDONED OPENING IN EXISTING WALL; MATCH EXISTING


NEW CART STORAGE 36" BASE CABINET (AWI SERIES 162 W/

LOCKING DOORS). VERIFY DIMENSIONS IN FIELD; MATCH EXISTING

FINISH

NEW MAIL SLOTS BY OWNER



CONSTRUCTION LEGEND

DIAPER CHANGING STATION;


MOP BRACKET;


COAT HOOK;


A104

SECOND FLOOR PLAN

PROJECT TITLE

SCALE:

DATE: 08/19/2017

DRAWN BY:


ISSUE BLOCK


SHEET TITLE

EWOPROJ MGR:

RANDALL LIBRARY

LIFE SAFETY, ADA

& RESTROOM

IMPROVEMENTS


E

ALP

RA C

NN

IH T U

NI

C T

G

ER

Salisbury, MD

410.546.9100

Salisbury, MD 21801


Dover, DE

Dover, DE 19904

302.734.7950

309 S Governors Ave

910.341.7600

Wilmington, NC



NMY

COPYRIGHT C 2017

601 S. College Rd.

Wilmington, NC

28403

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

ro

l

i

n

a

PM# - 5544SCO# - 17-17589-01A

NOT FOR

CONSTRUCTION

ALTERNATE NO. 3

ALL WORK ON SHEETS AD104, A104,

A204, AND SUBSEQUENT MECHANICAL,

ELECTRICAL, AND PLUMBING SHEETS

RELATED TO THESE AREAS SHALL BE

AN ALTERNATE

A

A 10/30/2017 ADDENDUM 1

B 11/03/2017 ADDENDUM 3

B

B

B

OPG. NO. MK NAMEOFFICE STORAGE TOILET OFFICE

1008101410191025102810301046104610461046104620142050205020522082208220822082

MENWOMEN

A MEN B TELECOMM C FAMILY RESTROOM D WOMEN 1 MECHANICAL

OFFICE A OFFICE B OFFICE

OFFICE A MENB HOUSEKEEPING C FAMILY RESTROOM D WOMEN

FINISH LEGEND FINISH SCHEDULEACT ACCOUSTIC CEILING TILE

CRT TILE CA RPET TILE BY OWNER project UNCW Randall Library Restroom Design PROJECT NO: 2016044.00

CT CERAMIC TILEFLOOR BASESPACE WALLS CEILING REMARKS

GWB GYPSUM WALL BOARDNO. NAME NORTH EAST SOUTH WEST MAT FIN HT

PT PAINTMAT FIN MAT FIN MAT FIN MAT FIN

RCB RUBBER COVE BASE BY OWNER1008 OFFICE CFT TILE RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 10'-4"

VCT VINYL COMPOSITION TILE BY OWNER1014 STORAGE VCT RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 10'-4"

1019 TOILET VCT RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 9'-0"EX EXISTING

1020 WORK EX EX GWB PT GWB PT GWB PT GWB PT EX N/A EXN/A NOTAPPLICABLE

1025 OFFICE CFT TILE RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 10'-4"

1028 MEN CT CT GWB PT / CT GWB/CT PT/CT GWB/CT PT/CT GWB/CT PT/CT ACT N/A 9'-0"A1030 WOMEN CT CT GWB PT/CT GWB/CT PT/CT GWB/CT PT/CT GWB/CT PT/CT ACT N/A 9'-0"

1046 CORRIDOR CRT TILE RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 9'-0"

1046A MEN'S CT CT GWB/CT PT GWB/CT PT GWB/CT PT GWB/CT PT ACT N/A 9'-0"

1046B TELECOMM VCT RCB EX EX EX EX GWB PT EX EX EX EX EX

1046C RESTROOM CT CT GWB/CT PT GWB/CT PT GWB/CT PT GWB/CT PT ACT N/A 9'-0"

1046D WOMENS CT CT GWB/CT PT GWB/CT PT GWB/CT PT GWB/CT PT ACT N/A 9'-0"

1046E MECHANICAL VCT RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 9'-0"


2042E STORAGE CFT TILE RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 9'-8"



2082 CORRIDOR CFT TILE RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 9'-0"

2082A MEN'S CT CT GWB/CT PT GWB/CT PT GWB/CT PT GWB/CT PT ACT N/A 9'-0"

2082B HOUSEKEEPING VCT RCB GWB PT GWB PT GWB PT GWB PT ACT N/A 9'-0"

2082C RESTROOM CT CT GWB/CT PT GWB/CT PT GWB/CT PT GWB/CT PT ACT N/A 9'-0"

2082D WOMENS CT CT GWB/CT PT GWB/CT PT GWB/CT PT GWB/CT PT ACT N/A 9'-0"

LIBRARY CFT TILE RCB0 GWB PT GWB PT GWB PT GWB PT ACT N/A 9'-6" PERIMETER OF NEW CONSTRUCTION

PLEASE REFER TO SPECS FOR ALL FINISH INFORMATION

SHEET: 1 of 1

HARDWARE SCHEDULE DATE 08/15/2017 SHEET: 1 of 1DOOR SCHEDULEPROJECT: UNCW RANDALL LIBRARY - LIFE SAFETY, ADA & RESTROOM IMPROVEMENTS PROJECT NO: 2016280.00 DATE 08/22/2017

PROJECT UNCW RANDALL LIBRARY LIFE SAFETY, ADA & RESTROOM IMPROVEMENTS PROJECT NO: 2016280.00LOCKSETTYPE

2" 2"

SEE SCHEDULE SEE SCHEDULE

CM

-e-

5/8" GWBBATT INSUL. SEE PARTITION

TYPELU LU

3-5/8" MTLSTUDSCAULK

=) =)Q QLU LUI I

/ O oCO COCAULK T LU LULU LUC/) C/)

0

5%"

H1/J1 ■é- ■é-

® OTYPICAL HM FRAME INTERIOR WALL

3VDOOR DETAILS 2\ DOOR FRAME TYPES n DOOR TYPESA406/ SCALE: 3/4” = T-0” A406/ SCALE: 1/2” = T-0” A406/ SCALB 1/2” = T-0”

DOOR FRAME HARDWAREDOOR#

SIZE DETAILS

WIDTH HEIGHT MAT TYPE FIN MAT TYPE FIN JAMB HEAD REMARKSSET NO.

1008 EX EX EX EX EX EX EX EX 3X



1025 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT 4

1028 3'-0" 7'_0" WOOD 1 STAIN HM A PAINT 5 CARD READER

1030 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT 5 CARD READER

1046A 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 H1 1

1046B 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 H1 3

1046C 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 Hi 2

1046D 3'-0" 7'_0" WOOD 1 STAIN HM A PAINT J1 Hi 1

1046E (2) 3’-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 H1 3


2050A EX EX EX EX EX EX EX EX 4X

2050B 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 Hi 4


2082A 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 Hi 1

2082B 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 Hi 3

2082C 3'-0" 7'_0" WOOD 1 STAIN HM A PAINT J1 Hi 2

2082D 3'-0" 7'-0" WOOD 1 STAIN HM A PAINT J1 H1 1

BECKERMORGAN

A

ARCH ITECTURE PLANNING


Wilmington, NC 28403 910.341.7600




302.734.7950



\S10595 $*fNie. y

\A A

m k 51922 “

•s

r ;£o

a;Y/?°ml®

& <3\>h' ih *3Caro

^//VGTOW

PROJECT TITLE

UNCWUNIVERSITY OF

NORTH CAROLINA WILMINGTON




28403

PM# - 5544 SCO# - 17-17589-01A

SHEET TITLE

DOOR AND FINISH SCHEDULES

ISSUE BLOCK

A 11/3/2017 ADDENDUM 3MARK DATE DESCRIPTION

PROJECT NO: 2016280.00DATE: 08/19/2017SCALE:

PROJ MGR: EWODRAWN BY: NMY

A406COPYRIGHT ©2017

SET

NO

.U

U to

u Li

ui kn ^

u.

T- I C

O I C

M I T-

KEY

GR

OU

P

UL L

AB

EL

FLU

SH B

OLT

S

THR

ESH

OLD

/WTH

. STR

IP

XX X X X X XXX

XX XXS

ILEN

CE

RS

XX

X XX

XX X

KIC

K PL

ATE

XX X X X X XXX

X X XX

WA

LL S

TOP

PIV

OTS

XX

HIN

GE

CO

NTA

CT

XX X X X X XXX

X X XX

BB

HIN

GE

S

XX X X X X XXX

X X XX

CLO

SER

XX

XX

PU

SH

/PU

LL

EX

IT D

EVIC

E

PAD

DLE

XX

CA

RD

REA

DE

R

XX

ELE

C D

OO

R H

AR

D

XX X

XX

STO

RE

RO

OM

XX

PRIV

ACY

PA

SS

AG

E

XX

OFF

ICE

CYL

IND

ER

EN

TRY

SE

E S

CH

ED

ULE

SEE SCHEDULE

2" 2"

2"

SE

E S

CH

ED

UL

E

SEE SCHEDULE

2"

5

3

4"

BATT INSUL.

SEE PARTITION

TYPE

CAULK

5/8" GWB

3-5/8" MTL

STUDS

CAULK

TYPICAL HM FRAME

INTERIOR WALL

H1/J1

A406

DOOR AND FINISH

SCHEDULES

PROJECT TITLE

SCALE:

DATE: 08/19/2017

DRAWN BY:


ISSUE BLOCK


SHEET TITLE

EWOPROJ MGR:

RANDALL LIBRARY

LIFE SAFETY, ADA

& RESTROOM

IMPROVEMENTS


E

ALP

RA C

NN

IH T U

NI

C T

G

ER

Salisbury, MD

410.546.9100

Salisbury, MD 21801


Dover, DE

Dover, DE 19904

302.734.7950

309 S Governors Ave

910.341.7600

Wilmington, NC



NMY

COPYRIGHT C 2017

601 S. College Rd.

Wilmington, NC

28403

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

ro

l

i

n

a

PM# - 5544SCO# - 17-17589-01A

NORTH CAROLINAUNIVERSITY OF

WILMINGTON

NOT FOR

CONSTRUCTION

B 11/3/2017 ADDENDUM 3

B

BECKERMORGANCLEAN AND PREPARE PENETRATION

SURFACEALSAN FLASHING - EXTEND A MINIMUM OF 1" BEYOND REINFORCING FABRIC

■MECHANICAL EQUIPMENT■SEALANT - TO BE SUPPLIED & INSTALLED BYMECHANICAL CONTRACTOR ■ A k

REINFORCING FABRIC - EXTEND A MINIMUM OF 4" BEYOND THE ROOF SURFACE

NEW CURBNON-REMOVABLE CURB COUNTERFLASHING



Wilmington, NC 28403 910.341.7600




302.734.7950


REINFORCING FABRIC FINGERS - EXTEND A MINIMUM OF 2" BEYOND THE PENETRATION

FASTEN AT 8" O.C. ALONG TOP LEADING EDGE

SHEET METAL COUNTERFLASHING

■REINFORCING FABRIC - EXTEND A MINIMUM OF 8" BEYOND THE PENETRATION


■FLASHING CAP SHEET CAP SHEETREMOVE / EMBED SURFACING AS REQUIRED

ALSAN FLASHING - EXTEND A MINIMUM OF 1" BEYOND REINFORCING FABRIC

■INSTALL FASTENER PLATE AROUND PENETRATION SPACED A MAXIMUM OF 12" APART

POLYESTER REINFORCED FLASHING BASE PLY - EXTEND FLASHING BASE PLY A MINIMUM OF 3" BEYOND BASE OF CURB

CAP SHEET

POLYESTER REINFORCED FLASHING BASE PLY - EXTEND FLASHING BASE PLY A MINIMUM OF 3" BEYOND FASTENER PLATES

■EXTEND FLASHING CAP SHEET A MINIMUM OF 1" BEYOND FLASHING BASE PLY

■INSTALL FASTENER PLATE A MINIMUM OF 1" BEYOND BASE OF CURB AND SPACED A MAXIMUM OF 12" ALONG WALL

NOT FOR CONSTRUCTIONEXISTING ROOF CONSTRUCTION

EXISTING ROOF CONSTRUCTION

W!,o”5 ?y

NOTE:PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED TO BOX OUT AND SUPPORT NEW ROOF CURB

5© plumbing roof penetration detail 4©PLUMBING ROOF PENETRATION DETAILA501 / SCALE: r = T-O” A5017 SCALE: r = T-O”

^GANg^©

/

Lu lj> ■o \ Ast om - 51922 s

% §to,-COMPRESSION TFRACK -

ATTACH TO STRUCTURECOMPRESSION TFRACK - ATTACH TO STRUCTURE

COMPRESSION TFRACK - ATTACH TO STRUCTURE

COMPRESSION TFRACK - ATTACH TO STRUCTURE

COMPRESSION TRACK - ATTACH TO STRUCTURE

COMPRESSION TRACK - ATTACH TO STRUCTURE

COMPRESSION TRACK - ATTACH TO STRUCTURE \'th oCaroVARIES VARIES *'l©NGTO©,

NOTE:PROVIDE SEALANT AT ALL JOINTS AND PENETfRATIONS, TYPICAL

NOTE:PROVIDE SEALANT AT ALL JOINTS AND PENETFRATIONS, TYPICAL


NOTE:PROVIDE SEALANT AT ALL JOINTS AND PENETfRATIONS, TYPICAL


PROJECT TITLE

b b b b b-©----

Y-è- -è- 0

YYY Y Y Y UNCWCEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULEDCEILING AS SCHEDULED

6" MTL STUDS @ 16" O.C.

3-5/8" MTL STUDS @ 16" O.C.

3-5/8" MTL STUDS @ 16" O.C.

3-5/8" MTL STUDS @ 16" O.C.

3-5/8" MTL STUDS @ 16" O.C.

2-1/2" MTL STUDS @ 16" O.C.

2-1/2" MTL STUDS @16" O.C. UNIVERSITY OF

NORTH CAROLINA WILMINGTON

N N N NN N N N

1 LAYER 5/8" GWB EACH SIDE (MOISTURE RESISTANT IN WET AREAS)



1 LAYER 5/8" GWB ONE SIDE (MOISTURE RESISTANT IN WET AREAS)


1 LAYER 5/8” GWB ONE SIDE (MOISTURE RESISTANT IN WET AREAS)




EXISTING STRUCTURESOUND BATTS SOUND BATTS SOUND BATTS SOUND BATTS

FLOOR RUNNER FLOOR RUNNER FLOOR RUNNER FLOOR RUNNER FLOOR RUNNER FLOOR RUNNER FLOOR RUNNER

BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED


28403

PM# - 5544 SCO# - 17-17589-01A

/ / L

EXISTING NEWTYPE 1NON-RATED

TYPE 2NON-RATED

TYPE 2ANON-RATED

TYPE 3NON-RATED

TYPE 3ANON-RATED

TYPE 5NON-RATEDTYPE 4

NON-RATED

A3©PARTITION TYPESA5017 SCALE: 1/2” = T-O”

SHEET TITLE

PARTITION TYPES/ PLAN DETAILS

© ©COMPRESSION TRACK - ATTACH TO STRUCTURE

COMPRESSION TRACK - ATTACH TO STRUCTURE FILL WALL CAVITY WITH SOUND

ATTENUATING BATT INSULATION TYPICAL

FILL WALL CAVITY WITH SOUND ATTENUATING BATT INSULATION TYPICALNOTE:

PROVIDE SEALANT AT ALL JOINTS AND PENETRATIONS, TYPICAL

I" MOISTURE RESISTANT GYPSUM WALL BOARD, TYPICAL TOILET ROOM SIDE

I" MOISTURE RESISTANT GYPSUM WALL BOARD, TYPICAL TOILET ROOM SIDE

6" METAL STUDS AT 16" O.C. MAX.CEILING AS SCHEDULED CEILING AS SCHEDULED 6" METAL STUDS AT 16" O.C. MAX.

NOTE:PROVIDE ACOUSTIC SEALANT AT ALL JOINTS AND PENETRATIONS, TYPICAL

NOTE:PROVIDE ACOUSTIC SEALANT AT ALL JOINTS AND PENETRATIONS, TYPICAL

6" MTL STUDS @ 16" O.C.

EXISTING STRUCTURE

ISSUE BLOCK

EXISTING STRUCTURE

© EXISTING STRUCTURE

©1 LAYER 5/8" GWB ONE SIDE (MOISTURE RESISTANT IN WET AREAS)

1 NEW LAYER 5/8" GWB ONE SIDE SECURED TO EXISTING STRUCTURE (MOISTURE RESISTANT IN WET AREAS)

2 METAL STUDS AT 16" O.C. MAX.2 METAL STUDS AT 16" O.C. MAX.

I" GYPSUM WALL BOARDSOUND BATTSI" GYPSUM WALL BOARD

5tfc--1 CORNER BEAD, TYPICAL AT

ALL OUTSIDE CORNERS1FLOOR RUNNER FLOOR RUNNER NOTE:

ALL NEW WALLS SLATED TO RECEIVE WALL TILE TO HAVE 5/8" CEMENT BOARD SUBSTRATE IN LIEU OF GWB; COORDINATE WITH FINISH SCHEDULE.

CORNER BEAD, TYPICAL AT ALL OUTSIDE CORNERS A 11/3/2017 ADDENDUM 3BASE AS SCHEDULED BASE AS SCHEDULED


£PROJECT NO: 2016280.00

EXISTING NEWTYPE 5ANON-RATED

DATE: 08/19/20172© PLAN DETAIL 1© PLAN DETAILTYPE 6

NON-RATEDSCALE:

A501 y SCALE: 1-1/2” = T-O” SCALE: 1-1/2’ = T-O”A501 DRAWN BY: NMY PROJ MGR: EWO

A501ACOPYRIGHT ^^2017

3-5/8" MTL STUDS

@ 16" O.C.

1 LAYER 5/8" GWB EACH SIDE

(MOISTURE RESISTANT IN

WET AREAS)

6" MTL STUDS

@ 16" O.C.



WET AREAS)

COMPRESSION TRACK -

ATTACH TO STRUCTURE

3-5/8" MTL STUDS

@ 16" O.C.

VARIES

CEILING AS SCHEDULEDCEILING AS SCHEDULED

SOUND BATTSSOUND BATTS

FLOOR RUNNERFLOOR RUNNER

BASE AS SCHEDULEDBASE AS SCHEDULED

NON-RATEDNON-RATED

TYPE 1 TYPE 2 TYPE 3

NON-RATED

CEILING AS SCHEDULED

1 LAYER 5/8" GWB ONE

SIDE (MOISTURE

RESISTANT IN WET AREAS)

BASE AS SCHEDULED

FLOOR RUNNER

COMPRESSION TRACK -

ATTACH TO STRUCTURE

COMPRESSION TRACK -

ATTACH TO STRUCTURE

3-5/8" MTL STUDS

@ 16" O.C.

VARIES

TYPE 3A

NON-RATED


1 LAYER 5/8" GWB ONE

SIDE (MOISTURE


BASE AS SCHEDULED

FLOOR RUNNER

COMPRESSION TRACK -

ATTACH TO STRUCTURE

SOUND BATTS

2-1/2" MTL STUDS

@ 16" O.C.

1 LAYER 5/8" GWB ONE SIDE


WET AREAS)


FLOOR RUNNER

BASE AS SCHEDULED

NON-RATED

TYPE 4

COMPRESSION TRACK -

ATTACH TO STRUCTURE

2-1/2" MTL STUDS

@ 16" O.C.



WET AREAS)


SOUND BATTS

FLOOR RUNNER

BASE AS SCHEDULED

NON-RATED

TYPE 5

COMPRESSION TRACK -

ATTACH TO STRUCTURE

6"

NOTE:

PROVIDE SEALANT AT ALL

JOINTS AND PENETRATIONS,

TYPICAL

NOTE:



TYPICAL

NOTE:



TYPICAL

NOTE:



TYPICAL

3-5/8" MTL STUDS

@ 16" O.C.



WET AREAS)


FLOOR RUNNER

BASE AS SCHEDULED

NON-RATED

TYPE 2A

COMPRESSION TRACK -

ATTACH TO STRUCTURE

NOTE:



TYPICAL

6"

6"

6"

6"

EXISTING STRUCTURE

NEWEXISTING

5

8

" MOISTURE RESISTANT

GYPSUM WALL BOARD, TYPICAL

TOILET ROOM SIDE

6" METAL STUDS AT 16" O.C. MAX.

FILL WALL CAVITY WITH SOUND

ATTENUATING BATT INSULATION,

TYPICAL

EXISTING STRUCTURE

5

8

" GYPSUM WALL BOARD

2

1

2

" METAL STUDS AT 16" O.C. MAX.

NOTE:

PROVIDE ACOUSTIC SEALANT AT ALL

JOINTS AND PENETRATIONS, TYPICAL

CORNER BEAD, TYPICAL AT

ALL OUTSIDE CORNERS

5

8

" GYPSUM WALL BOARD

2

1

2


CORNER BEAD, TYPICAL AT

ALL OUTSIDE CORNERS

5

8

" MOISTURE RESISTANT

GYPSUM WALL BOARD, TYPICAL

TOILET ROOM SIDE

6" METAL STUDS AT 16" O.C. MAX.

FILL WALL CAVITY WITH SOUND

ATTENUATING BATT INSULATION,

TYPICAL

EXISTING STRUCTURE

NOTE:

PROVIDE ACOUSTIC SEALANT AT ALL

JOINTS AND PENETRATIONS, TYPICAL

NON-RATED

TYPE 5A

6" MTL STUDS

@ 16" O.C.



WET AREAS)

COMPRESSION TRACK -

ATTACH TO STRUCTURE


SOUND BATTS

FLOOR RUNNER

BASE AS SCHEDULED

NOTE:



TYPICAL

EXISTING STRUCTURE

1 NEW LAYER 5/8" GWB ONE

SIDE SECURED TO EXISTING

STRUCTURE (MOISTURE



FLOOR RUNNER

BASE AS SCHEDULED

NON-RATED

TYPE 6

COMPRESSION TRACK -

ATTACH TO STRUCTURE

NEWEXISTING

NOTE:

ALL NEW WALLS SLATED TO RECEIVE

WALL TILE TO HAVE 5/8" CEMENT BOARD

SUBSTRATE IN LIEU OF GWB;

COORDINATE WITH FINISH SCHEDULE.

ALSAN FLASHING - EXTEND A MINIMUM OF1" BEYOND REINFORCING FABRIC

ALSAN FLASHING - EXTEND A MINIMUM OF 1"BEYOND REINFORCING FABRIC

CLEAN AND PREPARE PENETRATIONSURFACE

REINFORCING FABRIC - EXTEND A MINIMUMOF 4" BEYOND THE ROOF SURFACE

INSTALL FASTENER PLATE AROUNDPENETRATION SPACED A MAXIMUM OF 12"APART


POLYESTER REINFORCED FLASHING BASEPLY - EXTEND FLASHING BASE PLY AMINIMUM OF 3" BEYOND FASTENER PLATES

REINFORCING FABRIC FINGERS - EXTEND AMINIMUM OF 2" BEYOND THE PENETRATION

CAP SHEET

REINFORCING FABRIC - EXTEND A MINIMUMOF 8" BEYOND THE PENETRATION

SHEET METAL COUNTERFLASHING

CAP SHEET


NON-REMOVABLE CURB COUNTERFLASHING

FLASHING CAP SHEET


EXTEND FLASHING CAP SHEET A MINIMUMOF 1" BEYOND FLASHING BASE PLY

INSTALL FASTENER PLATE A MINIMUM OF 1"BEYOND BASE OF CURB AND SPACED AMAXIMUM OF 12" ALONG WALL


REMOVE / EMBED SURFACING AS REQUIRED

POLYESTER REINFORCED FLASHING BASEPLY - EXTEND FLASHING BASE PLY AMINIMUM OF 3" BEYOND BASE OF CURB

NEW CURB

MECHANICAL EQUIPMENTSEALANT - TO BE SUPPLIED & INSTALLED BYMECHANICAL CONTRACTOR

NOTE:PROVIDE ADDITIONAL STEEL FRAMING AS REQUIREDTO BOX OUT AND SUPPORT NEW ROOF CURB

A501

PARTITION TYPES/

PLAN DETAILS

PROJECT TITLE

SCALE:

DATE: 08/19/2017

DRAWN BY:


ISSUE BLOCK


SHEET TITLE

EWOPROJ MGR:

RANDALL LIBRARY

LIFE SAFETY, ADA

& RESTROOM

IMPROVEMENTS


E

ALP

RA C

NN

IH T U

NI

C T

G

ER

Salisbury, MD

410.546.9100

Salisbury, MD 21801


Dover, DE

Dover, DE 19904

302.734.7950

309 S Governors Ave

910.341.7600

Wilmington, NC



NMY

COPYRIGHT C 2017

601 S. College Rd.

Wilmington, NC

28403

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

ro

l

i

n

a

PM# - 5544SCO# - 17-17589-01A


WILMINGTON

NOT FOR

CONSTRUCTION


B

B

BECKERMORGAN

A2 3" METAL STUDS AT 16" O.C. MAX



Wilmington, NC 28403 910.341.7600


Salisbury, MD 21801 410.546.9100Dover, DE


302.734.7950


|" GYPSUM WALL BOARD

EXISTING CMU WALL

2 3" METAL STUDS AT 16" O.C. MAX

2 METAL STUDS AT 16" O.C. MAX.

|" GYPSUM WALL BOARD

GYPSUM WALL BOARD

[ EXISTING CMU WALLPROVIDE SEALANT AT JOINT

EXISTING WALL FINISHEXISTING WOOD WINDOW FRAME

PROVIDE SEALANT AT JOINT

PROVIDE SEALANT AT JOINT EXISTING WALL FINISHEXISTING HOLLOW METAL DOOR FRAME NOT FOR

CONSTRUCTIONEXISTING BLOCK WALL

W!,o”5 5y7VHEADER DETAIL 6VHEADER DETAIL 5YPLAN DETAILA5027 SCALE; 1-1/2’ = T-0’ A5027 SCALE: 1-1/2’ = T-0’ A5021 SCALE: 1-1/2’ = T-0’

“ II 51922 1 °

<T

LU I®

I §to,- Ah' th Caro

'i

PROJECT TITLE

EXISTING WINDOW

EXISTING WINDOW FRAME TJMCW7A50ZPROVIDE SEALANT AT JOINT

UNIVERSITY OF NORTH CAROLINA

WILMINGTONEXISTING CMU WALL



EXISTING STUD WALL

vPROVIDE SEALANT AT JOINT

EXISTING CMU WALLEXISTING WALL FINISH

I" GYPSUM WALL BOARD

2 3" METAL STUDS AT 16" O.C. MAX. 601 S. College Rd. Wilmington, NC

28403

PM# - 5544 SCO# - 17-17589-01A


3Nplan detail4Vplan detailA502J SCALE: 1-1/2” = T-0’502 J SCALE: 1-1/2” = T-0*

SHEET TITLE

PLAN/HEADER DETAILS

EXISTING CMU WALLPROVIDE SEALANT AT JOINT

2 3" METAL STUDS AT 16" O.C. MAX.



6 2 J' METAL STUDS AT 16" O.C. MAX.A502,

It ISSUE BLOCK

J PROVIDE SEALANT AT JOINT

EXISTING CMU WALLEXISTING WALL FINISH

EXISTING WALL FINISH

EXISTING HOLLOW METAL DOOR FRAME

A 11/3/2017 ADDENDUM 3MARK DATE DESCRIPTION

PROJECT NO: 2016280.00

DATE: 08/19/2017

2NPLAN DETAIL A PLAN DETAIL SCALE:

A502/ SCALE: 1-1/2’ = 1’-0” A502/ SCALE: 1-1/2’ = 1’-0” DRAWN BY: NMY PROJ MGR: EWO

A502COPYRIGHT ^^2017

2

1

2


5

8

" GYPSUM WALL BOARD

EXISTING CMU WALL



2

1

2



5

8

" GYPSUM WALL BOARD

EXISTING CMU WALL

EXISTING HOLLOW METAL

DOOR FRAME


EXISTING CMU WALL

5

8

" GYPSUM WALL BOARD

2

1

2


EXISTING WINDOW

EXISTING WINDOW FRAME


EXISTING CMU WALL

EXISTING STUD WALL



5

8

" GYPSUM WALL BOARD

2

1

2



EXISTING BLOCK WALL


5

8

" GYPSUM WALL BOARD


EXISTING CMU WALL

EXISTING HOLLOW METAL

DOOR FRAME

2

1

2

" METAL STUDS AT 16" O.C. MAX

5

8

" GYPSUM WALL BOARD


EXISTING CMU WALL

EXISTING WOOD WINDOW FRAME

2

1

2

" METAL STUDS AT 16" O.C. MAX

5

8

" GYPSUM WALL BOARD


A502

PLAN/HEADER DETAILS

PROJECT TITLE

SCALE:

DATE: 08/19/2017

DRAWN BY:


ISSUE BLOCK


SHEET TITLE

EWOPROJ MGR:

RANDALL LIBRARY

LIFE SAFETY, ADA

& RESTROOM

IMPROVEMENTS


E

ALP

RA C

NN

IH T U

NI

C T

G

ER

Salisbury, MD

410.546.9100

Salisbury, MD 21801


Dover, DE

Dover, DE 19904

302.734.7950

309 S Governors Ave

910.341.7600

Wilmington, NC



NMY

COPYRIGHT C 2017

601 S. College Rd.

Wilmington, NC

28403

W

I

L

M

I

N

G T

O

N

,

N

C

BE

C

K

E

R

M

O

R

G

AN

G

R

O

U

P

,

I

N

C

.

R

e

g

is

te

r

e

d

A

r

c

h

i

tec

u

r

a

l

C

o

r

p

o

ra

ti

o

n

N

o

r

t

h

Ca

ro

l

i

n

a

PM# - 5544SCO# - 17-17589-01A


WILMINGTON

NOT FOR

CONSTRUCTION
