home | new jersey city university - car e caton hintz › sites › default › files ›...

7
le ey C ty MCGINLEY SQUARE THE VILLAC _7 @ ,. · - '• ,. v . ' ., •�; Liberty Sc,enc c�nter ® · r JDny Sff Pr� '' AREA PN N.T.S SITE PN N.T.S lw 1 I GREEN VII.LE libey Nemorrni Go co,,s� NJCU ROSSEY HALL MASONRY RENOVATIONS 2039 John F. Kennedy Boulevard Jersey City, NJ 07305 ISSUED FOR BID JUNE 25 2018 NEW JERSEY CITY UNIVERSITY CCH PROJECT NUMBER: 2003 0 0 CAMBRID , GE ti Ill •i' , 1o11 ti I Cambridge Construction Management 97 GRAYROCK ROAD CLINTON, NJ 08809 VOICE: 908 I 638 I 9700 FAX: 908 I 638 I 9701 CONSTRUCTION MANAGER Harrison -]-a1n1ett P.C. Consuiling S , ctl Eng.me . em Harrison - Hamnett, P.C. Consulting Structural Engineers 40 KNOWLES STREET PENNINGTON, NJ 08534 VOICE: 609 I 818 I 1808 STRUCTURAL C ar e Caton Hintz Planning Architecture Landscape Architecture Historic Preservation Drawings Copyright © 2017 Clarke Caton Hintz, PC 1 oo Barrack Street Trenton, NJ 08608 tel: (609) 883-8383 fax: (609) 883-4044 www.cl arkecatonhintz.co m

Upload: others

Post on 06-Jul-2020

2 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Home | New Jersey City University - Car e Caton Hintz › sites › default › files › njcu-exterior... · 2020-03-19 · A-200. EXISTING NORTH ELEVATION. OWNER New Jersey City

le ey C ty

MCGINLEY

SQUARE THE VILLAC

r::_7

@ 'i.

,. ·(, "t-

'• .,,., ,.

v . ••

' ., •�;.

�� Liberty Sc,ence: c�nter ® • ""

❖�fi·

r JDe-ny Sf._,f-1: P:Jr�

••

_;r:J.'' '/I

AREA PLAN

N.T.S

SITE PLAN

N.T.S

lw1 I GREEN VII.LE

liberty Nemorrni Golf co,,s�

NJCU ROSSEY HALL

MASONRY RENOVATIONS

2039 John F. Kennedy Boulevard

Jersey City, NJ 07305

ISSUED FOR BID

JUNE 25 2018

NEW JERSEY CITY UNIVERSITY

CCH PROJECT NUMBER: 2003

0

0

CAMBRID,GE I-ti Ill •i' , 111111 ti I

Cambridge Construction Management 97 GRAYROCK ROAD

CLINTON, NJ 08809

VOICE: 908 I 638 I 9700

FAX: 908 I 638 I 9701

CONSTRUCTION MANAGER

Harrison -]-:la1n"11ett P.C.

Consuiling Srru,ctllflll Eng.me.em

Harrison - Hamnett, P.C. Consulting Structural Engineers

40 KNOWLES STREET

PENNINGTON, NJ 08534

VOICE: 609 I 818 I 1808

STRUCTURAL

C ar e Caton Hintz Planning

Architecture

Landscape Architecture Historic Preservation

Drawings Copyright © 2017 Clarke Caton Hintz, PC

1 oo Barrack Street Trenton, NJ 08608

tel: (609) 883-8383 fax: (609) 883-4044

www.cl arkecaton hi ntz.co m

AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
40 KNOWLES STREET PENNINGTON, NJ 08534
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
VOICE:609 | 818 | 1808609 | 818 | 1808
AutoCAD SHX Text
97 GRAYROCK ROAD CLINTON, NJ 08809
AutoCAD SHX Text
CONSTRUCTION MANAGER
AutoCAD SHX Text
VOICE: 908 | 638 | 9700 908 | 638 | 9700 FAX: 908 | 638 | 9701
Page 2: Home | New Jersey City University - Car e Caton Hintz › sites › default › files › njcu-exterior... · 2020-03-19 · A-200. EXISTING NORTH ELEVATION. OWNER New Jersey City

GENERAL NOTES DEMOLITION NOTES

UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONSTHROUGHOUT THE BUILDING. SPECIFIC CONDITIONS REQUIRING CLARIFICATIONARE MARKED DOWN ON PLAN.

1. PREVENT MOVEMENT OF STRUCTURE - PROVIDE REQUIRED BRACING AND SHORING.

2. NOTIFY OWNER PRIOR TO START OF DEMOLITION WORK.

3. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS IN DANGER. NOTIFY ARCHITECTIMMEDIATELY. DO NOT RESUME OPERATIONS UNTIL DIRECTED.

4. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK.

5. DISCONNECT, CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS.

6. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER. PROTECT EXISTING SUPPORTING STRUCTURAL MEMBERS.

7. CAREFULLY REMOVE ITEMS INDICATED ON ARCHITECTURAL DWGS. SO AS NOT TO DAMAGE THE ITEM OR SURROUNDING CONTEXT.

8. ERECT AND MAINTAIN WEATHERPROOF ENCLOSURES FOR ALL EXTERIOR OPENINGS.

9. REMOVE TEMPORARY WORK AND CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION.

10. PLEASE NOTE THAT SOME OF THE WALLS, FLOORS, AND CEILINGS WILL BE CUT AND PATCHED.PATCH AND REPAIR IN AN APPROPRIATE MANNER.

11. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED.

12. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES.

13. ALL STAGING/LOADING PERMITTED WITHIN AREAS DESIGNATED BY OWNER. PREPARE SITE UTILIZATION PLAN FOR REVIEW BY OWNER AND ARCHITECT.

14. SUBMIT STAGING PLANS AND DEMOLITION SCHEDULE FOR REVIEW PRIOR TO COMMENCINGWORK.

15. DEMOLITION PLANS SHOW THE APPROXIMATE LAYOUT OF THE EXISTING BUILDING AND ARENOT INTENDED TO REPRESENT "AS-BUILT" CONDITIONS.

16. WHERE NEW OPENINGS ARE SHOWN IN EXISTING PARTITIONS. SEE STRUCTURAL DWGS. FOR NEW LINTELS AS REQUIRED.

17. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMESEXPOSED DURING DEMOLITION OPERATIONS. ANY DAMAGE WHICH OCCURS TO EXISTINGFROM THEIR PRESENT CONDITION WILL BE THE FULL RESPONSIBILITY OF THE G.C. FORCOMPLETE RESTORATION.

18. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK.

19. ALL ABANDONED PIPING, CONDUITS, AND DEBRIS SHALL BE REMOVED OR CAPPED.

20. SEE M/E/P DEMO PLAN FOR ADDITIONAL INFO. REPORT ANY CONFLICTS BETWEENARCHITECTURAL AND M/E/P DWGS. TO THE ARCHITECT.

21. FIELD VERIFY CONDITIONS PRIOR TO DEMOLITION & REPORT ANY CONFLICTS WITH THEARCHITECT.

22. THE G.C. SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH ANDDEBRIS FROM THE BLDG. AND SITE, EXCEPT WHERE INDICATED TO SALVAGE. COORDINATEALL REMOVALS WITH THE OWNER. AFTER HOURS REMOVAL MAY BE REQUIRED.

23. CONSTRUCTION WORK WILL BE CONFINED TO AREA OF NEW WORK AS DEFINED BY THEDRAWINGS, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES WITHINTHE BUILDING. IN CASE THIS OCCURS, CONTRACTORS IS RESPONSIBLE FOR ALL MEANS TOCONTROL DUST, DIRT, OR OTHER SUCH INCONVIENCES.

24. ARCHITECT IS NOT A LICENSED ASBESTOS ABATEMENT CONSULTANT OR CONTRACTOR.

25. DO NOT UNDERCUT BUILDING, TYPICAL. WHERE EXCAVATION IS REQ'D. NEAR STRUCTURALFOOTINGS, NOTIFY ARCHITECT IMMEDIATELY.

26. DO NOT SCALE DWGS. ALL MEASUREMENTS MUST BE CONFIRMED IN FIELD. DIMENSIONSSHOWN ARE FOR REFERENCE ONLY.

27. PROTECT WINDOWS. CONTRACTOR IS RESPONSIBLE FOR REPLACING WINDOWS DAMAGEDDURING DEMOLITION AND CONSTRUCTION.

28. DO NOT REMOVE HAZARDOUS MATERIALS. IF ANY ARE FOUND, LEAVE IN PLACE AND NOTIFYARCHITECT IMMEDIATELY.

1. CONTRACTOR TO EVALUATE IN FIELD ALL EXG. STRUCTURE & FINISHES DESIGNATED TOREMAIN FOR REPLACEMENT OR REPAIR. COORDINATE WITH ARCHITECT PRIOR TOCOMMENCING WORK.

2. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DWGS. ANDANY FIELD VERIFIED CONDITIONS PRIOR TO COMMENCING WORK.

3. COORDINATE ALL ROOF PENETRATIONS WITH M/E/P DWGS. FOR MORE INFO, TYP.

4. DO NOT SCALE DWGS. ALL MEASUREMENTS MUST BE CONFIRMED IN FIELD.

5. INSTALL TEMPORARY SHORING & BRACING AND MAKE SAFE ALL WALLS, CLGS, AND DOORS ASREQ'D. SEE STRUCT. DWGS. FOR MORE INFO, TYP.

6. REFER TO ELECTRICAL DWGS, BUILDING SECTIONS, AND REFLECTED CEILING PLANS FOR TYPESAND LOCATIONS OF LIGHT FIXTURES, TYP.

7. IF ANY DISCREPANCIES BETWEEN DWGS AND SPECIFICATIONS EXIST, THE MORE STRINGENTSHALL TAKE PRECEDENCE. SIMILARLY BETWEEN ARCHITECTURAL PLANS AND VARIOUSENGINEERING DISCIPLINES.

8. SEE STRUCT. DWGS. FOR COMPLETE INFORMATION ON FRAMING DIRECTION, FOOTINGS,FOUNDATION WALLS, BEAMS, COLUMNS, LINTELS, PLATES, METAL DECKS, CONC. SLABS,JOISTS, REINFORCING CLIPS, AND ALL OTHER STRUCTURAL STEEL OR CONCRETECOMPONENTS, TYP.

9. SEE M/E/P DWGS FOR ALL FLOOR, ROOF, CEILING, AND WALL OPENINGS. GENERALCONTRACTOR TO COORDINATE LOCATION OF OPENINGS.

10. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO ORDERING,FABRICATING OR CONSTRUCTING ANY PART OF THE BUILDING. NOTIFY ARCHITECTIMMEDIATELY WITH ANY AND ALL DISCREPANCIES.

11. PROVIDE DUST CONTROL AS REQ'D. SEE SPEC. FOR MORE INFO, TYP.

12. NOTIFY OWNER/ARCHITECT 72 HOURS MINIMUM IN ADVANCE OF ANY UTILITY SHUT-OFFS.

13. GENERAL CONTRACTOR TO COORDINATE WITH OTHER CONTRACTORS ON SITE HIRED UNDERSEPARATE CONTRACT.

14. UNLESS NOTED OTHERWISE, ALL NEW ITEMS SHALL BE FURNISHED BY THE GENERALCONTRACTOR.

15. THE ARCHITECT IS NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM THEDRAWINGS.

16. THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY ARE PREPARED WITH THEINTENT TO DEMONSTRATE AN OVERALL DESIGN ARRANGEMENT OF THE VARIOUSCOMPONENTS OF THE ENTIRE PROJECT. THE CONTRACTOR, HAVING REVIEWED THESE PLANSAND HAVING SEEN THE SUBJECT PROPERTY, IS ASSUMED TO BE CAPABLE OF EXECUTING THEDETAIL WORK NECESSARY TO ACHIEVE THE INTENDED RESULTS IN A MANNER THAT ISCONSISTENT WITH THE QUALITY WORKMANSHIP IN THE REGION. IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO REVIEW THE DRAWINGS, VISIT THE SITE, VERIFY THE EXISTINGCONDITIONS, DIMENSIONS, CLEARANCES, ETC., SHOWN ON THE DWGS.

17. ALL CONTRACTORS SHALL MAINTAIN CONTRACTORS LIABILITY, PROPERTY DAMAGE ANDWORKMAN'S COMPENSATION INSURANCE.

18. PROPERLY TEST AND ADJUST ALL EQUIPMENT AND SYSTEMS, INCLUDING BUT NOT LIMITEDTO DOORS, WINDOWS, HVAC UNITS, PLUMBING FIXTURES, ELEVATOR, ETC.

19. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR ABUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ARCHITECT.

20. THE OWNER AND CONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS AGAINST ANYCLAIMS, DAMAGES, LOSSES, AND EXPENSES INCLUDING ATTORNEY FEES ARISING ORRESULTING FROM THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.

21. ARCHITECT NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM PLANS UNLESSAPPROVED IN WRITING BY ARCHITECTS.

22. INSTALL ALL FIXTURES, MATERIALS, FINISHES, ETC. IN STRICT COMPLIANCE WITHMANUFACTURER'S TECHNICAL SPECIFICATIONS, TYP.

UNLESS OTHERWISE NOTED, DEMOLITION NOTES REFER TO ALL TYPICAL CONDITIONSTHROUGHOUT THE BUILDING. SPECIFIC CONDITIONS REQUIRING CLARIFICATION AREMARKED DOWN ON PLAN.

CODE ANALYSIS ALTERNATES

A6 DRAWING INDEX

G-001

GENERAL INFORMATION

OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305

CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com

STRUCTURAL ENGINEERHARRISON HAMNETT CONSULTING40 KNOWLES ST.PENNINGTON, NJ 08534

2003

NJCU

Ros

sey

Hall

Mas

onry

Res

tora

tion

to R

osse

y Ha

ll

2039

Joh

n F.

Ken

nedy

Blvd

.Je

rsey

City

, NJ

0730

5Dr

awin

gs C

opyr

ight

©

Cla

rke

Cato

n Hi

ntz,

PC

2017

1 06.20.18 ISSUED FOR BID

AutoCAD SHX Text
1. EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF ON NORTH ELEVATION. EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF ON NORTH ELEVATION. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. 2. REPAIRS TO SOUTH ELEVATION REPAIRS TO SOUTH ELEVATION 3. REPAIRS TO EAST ELEVATION REPAIRS TO EAST ELEVATION 4. REPAIRS TO WEST ELEVATIONREPAIRS TO WEST ELEVATION
AutoCAD SHX Text
DWG.NO.
AutoCAD SHX Text
DRAWING TITLE
AutoCAD SHX Text
CS
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
GENERAL
AutoCAD SHX Text
ARCHITECTURALS
AutoCAD SHX Text
A-201
AutoCAD SHX Text
EXISTING SOUTH ELEVATION
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
A-200
AutoCAD SHX Text
EXISTING NORTH ELEVATION
AutoCAD SHX Text
A-210
AutoCAD SHX Text
DETAILS
AutoCAD SHX Text
G-001
AutoCAD SHX Text
GENERAL INFORMATION
AutoCAD SHX Text
A-202
AutoCAD SHX Text
EXISTING EAST ELEVATION
AutoCAD SHX Text
A
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
CCH PROJECT NO:
AutoCAD SHX Text
1846
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
P
AutoCAD SHX Text
Q
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
R
AutoCAD SHX Text
06.20.2018
AutoCAD SHX Text
SH, SD
AutoCAD SHX Text
JDH, SD
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NJ LICENSE NO 21AI01192700
AutoCAD SHX Text
S.
AutoCAD SHX Text
D.
AutoCAD SHX Text
JOHN
AutoCAD SHX Text
HATCH, FAIA
AutoCAD SHX Text
06.20.18
AutoCAD SHX Text
A-203
AutoCAD SHX Text
EXISTING WEST ELEVATION
Page 3: Home | New Jersey City University - Car e Caton Hintz › sites › default › files › njcu-exterior... · 2020-03-19 · A-200. EXISTING NORTH ELEVATION. OWNER New Jersey City

A-200

EXISTING NORTHELEVATION

OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305

CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com

STRUCTURAL ENGINEERHARRISON HAMNETT CONSULTING40 KNOWLES ST.PENNINGTON, NJ 08534

2003

NJCU

Ros

sey

Hall

Mas

onry

Res

tora

tion

to R

osse

y Ha

ll

2039

Joh

n F.

Ken

nedy

Blvd

.Je

rsey

City

, NJ

0730

5Dr

awin

gs C

opyr

ight

©

Cla

rke

Cato

n Hi

ntz,

PC

2017

1 06.20.18 ISSUED FOR BID

H16 EXISTING NORTH ELEVATION - BASE BID

A20 NOTES A3 SITE PLAN

M4 WINDOW SILL

P4 INTERIOR CORNER

K4 CRACKED BROKEN BRICK

H4 CRACKED BROKEN BRICK

Q20 RUSTED LINTEL

AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
9
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
7
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
10
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
7
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
3 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
17 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
7 sq.ft.
AutoCAD SHX Text
7/3
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
13 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
128 sq.ft.
AutoCAD SHX Text
10
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
8 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
17 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
16 sq.ft.
AutoCAD SHX Text
7
AutoCAD SHX Text
3 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
3 sq.ft.
AutoCAD SHX Text
1/3
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
9
AutoCAD SHX Text
25 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
40 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
40 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
16 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
11
AutoCAD SHX Text
65 sq.ft.
AutoCAD SHX Text
11
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
8 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
M4
AutoCAD SHX Text
A-202
AutoCAD SHX Text
P4
AutoCAD SHX Text
A-202
AutoCAD SHX Text
K4
AutoCAD SHX Text
A-202
AutoCAD SHX Text
H4
AutoCAD SHX Text
A-202
AutoCAD SHX Text
Q20
AutoCAD SHX Text
A-202
AutoCAD SHX Text
A20
AutoCAD SHX Text
A-210
AutoCAD SHX Text
12
AutoCAD SHX Text
22 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
17 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
EXISTING MECHANICAL EQUIPMENT
AutoCAD SHX Text
6
AutoCAD SHX Text
3 sq.ft.
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
DISCONNET SWITCH
AutoCAD SHX Text
WAP
AutoCAD SHX Text
SECURITY CAMERAS
AutoCAD SHX Text
X
AutoCAD SHX Text
QUANTITY( SQ FT)
AutoCAD SHX Text
=
AutoCAD SHX Text
CONDITION/REPAIR NOTES
AutoCAD SHX Text
NOTE: QUANTITY REFERS TO THE QUANTITY OF WORK REQUIRED AT ADDITIONAL LOCATION AS INDICATED BY TAG UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
MASONRY REPAIR TAG
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
AutoCAD SHX Text
GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
AutoCAD SHX Text
CRACK IN MASONRY WALL
AutoCAD SHX Text
GENERAL EXTERIOR MASONRY NOTES: KEY:
AutoCAD SHX Text
1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
AutoCAD SHX Text
EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
AutoCAD SHX Text
CONDITION / REPAIR NOTES
AutoCAD SHX Text
X
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
13
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-200
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-202
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-203
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-201
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
CCH PROJECT NO:
AutoCAD SHX Text
1846
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
P
AutoCAD SHX Text
Q
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
R
AutoCAD SHX Text
06.20.2018
AutoCAD SHX Text
SH, SD
AutoCAD SHX Text
JDH, SD
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NJ LICENSE NO 21AI01192700
AutoCAD SHX Text
S.
AutoCAD SHX Text
D.
AutoCAD SHX Text
JOHN
AutoCAD SHX Text
HATCH, FAIA
AutoCAD SHX Text
06.20.18
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NOT TO SCALE
Page 4: Home | New Jersey City University - Car e Caton Hintz › sites › default › files › njcu-exterior... · 2020-03-19 · A-200. EXISTING NORTH ELEVATION. OWNER New Jersey City

A-201

EXISTING SOUTHELEVATION

OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305

CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com

STRUCTURAL ENGINEERHARRISON HAMNETT CONSULTING40 KNOWLES ST.PENNINGTON, NJ 08534

2003

NJCU

Ros

sey

Hall

Mas

onry

Res

tora

tion

to R

osse

y Ha

ll

2039

Joh

n F.

Ken

nedy

Blvd

.Je

rsey

City

, NJ

0730

5Dr

awin

gs C

opyr

ight

©

Cla

rke

Cato

n Hi

ntz,

PC

2017

1 06.20.18 ISSUED FOR BID

H16 EXISTING SOUTH ELEVATION - ADD ALTERNATE 2

A20 NOTES A3 SITE PLAN

P4 EXISTING GRILLE/AIR INTAKE (TYP.)

M4 NOT PLUMB PARAPET

K4 CRACKING MORTAR STEPPING FROM LINTEL

P20 CRACKING BRICK

P20 WINDOW SILL LIFTING DUE TO RUSTING LINTELS

H20 NOT PLUMB PARAPET. FAILING EXPANSION JOINT

AutoCAD SHX Text
1/2/5
AutoCAD SHX Text
35 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
8
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
9
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
10
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
8
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
13
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
13
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
1
AutoCAD SHX Text
3 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
3 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
17 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
13
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
12 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
20 sq.ft.
AutoCAD SHX Text
2/3
AutoCAD SHX Text
75 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
128 sq.ft.
AutoCAD SHX Text
10
AutoCAD SHX Text
16 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
40 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
40 sq.ft.
AutoCAD SHX Text
41 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
2/5
AutoCAD SHX Text
10 sq.ft.
AutoCAD SHX Text
6/9
AutoCAD SHX Text
4 sq.ft.
AutoCAD SHX Text
8
AutoCAD SHX Text
7 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
11
AutoCAD SHX Text
65 sq.ft.
AutoCAD SHX Text
11
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
2/5
AutoCAD SHX Text
2/5
AutoCAD SHX Text
2/5
AutoCAD SHX Text
28 sq.ft.
AutoCAD SHX Text
2/5
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
16 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
8 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
4 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
23 ln.ft.
AutoCAD SHX Text
13
AutoCAD SHX Text
P4
AutoCAD SHX Text
A-203
AutoCAD SHX Text
M4
AutoCAD SHX Text
A-203
AutoCAD SHX Text
K4
AutoCAD SHX Text
A-203
AutoCAD SHX Text
P20
AutoCAD SHX Text
A-203
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-203
AutoCAD SHX Text
A20
AutoCAD SHX Text
A-210
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
SECURITY CAMERAS
AutoCAD SHX Text
EMERGENCY GENERATOR
AutoCAD SHX Text
X
AutoCAD SHX Text
QUANTITY( SQ FT)
AutoCAD SHX Text
=
AutoCAD SHX Text
CONDITION/REPAIR NOTES
AutoCAD SHX Text
NOTE: QUANTITY REFERS TO THE QUANTITY OF WORK REQUIRED AT ADDITIONAL LOCATION AS INDICATED BY TAG UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
MASONRY REPAIR TAG
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
AutoCAD SHX Text
GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
AutoCAD SHX Text
CRACK IN MASONRY WALL
AutoCAD SHX Text
GENERAL EXTERIOR MASONRY NOTES: KEY:
AutoCAD SHX Text
1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
AutoCAD SHX Text
EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
AutoCAD SHX Text
CONDITION / REPAIR NOTES
AutoCAD SHX Text
X
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
13
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-200
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-202
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-203
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-201
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
CCH PROJECT NO:
AutoCAD SHX Text
1846
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
P
AutoCAD SHX Text
Q
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
R
AutoCAD SHX Text
06.20.2018
AutoCAD SHX Text
SH, SD
AutoCAD SHX Text
JDH, SD
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NJ LICENSE NO 21AI01192700
AutoCAD SHX Text
S.
AutoCAD SHX Text
D.
AutoCAD SHX Text
JOHN
AutoCAD SHX Text
HATCH, FAIA
AutoCAD SHX Text
06.20.18
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
NORTH
Page 5: Home | New Jersey City University - Car e Caton Hintz › sites › default › files › njcu-exterior... · 2020-03-19 · A-200. EXISTING NORTH ELEVATION. OWNER New Jersey City

A-202

EXISTING EASTELEVATION

OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305

CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com

STRUCTURAL ENGINEERHARRISON HAMNETT CONSULTING40 KNOWLES ST.PENNINGTON, NJ 08534

2003

NJCU

Ros

sey

Hall

Mas

onry

Res

tora

tion

to R

osse

y Ha

ll

2039

Joh

n F.

Ken

nedy

Blvd

.Je

rsey

City

, NJ

0730

5Dr

awin

gs C

opyr

ight

©

Cla

rke

Cato

n Hi

ntz,

PC

2017

1 06.20.18 ISSUED FOR BID

H20 EXISTING EAST ELEVATION - ADD ALTERNATE 3

A20 NOTES A3 SITE PLAN

P4 CRACKING BRICK, SPALLING, DEFACING

AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
14 sq.ft.
AutoCAD SHX Text
7
AutoCAD SHX Text
9 sq.ft.
AutoCAD SHX Text
8
AutoCAD SHX Text
24 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
12 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
5 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
15 sq.ft.
AutoCAD SHX Text
7
AutoCAD SHX Text
15 sq.ft.
AutoCAD SHX Text
3
AutoCAD SHX Text
3 sq.ft.
AutoCAD SHX Text
3
AutoCAD SHX Text
1 sq.ft.
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
P4
AutoCAD SHX Text
A-201
AutoCAD SHX Text
1
AutoCAD SHX Text
24 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
X
AutoCAD SHX Text
QUANTITY( SQ FT)
AutoCAD SHX Text
=
AutoCAD SHX Text
CONDITION/REPAIR NOTES
AutoCAD SHX Text
NOTE: QUANTITY REFERS TO THE QUANTITY OF WORK REQUIRED AT ADDITIONAL LOCATION AS INDICATED BY TAG UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
MASONRY REPAIR TAG
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
AutoCAD SHX Text
GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
AutoCAD SHX Text
CRACK IN MASONRY WALL
AutoCAD SHX Text
GENERAL EXTERIOR MASONRY NOTES: KEY:
AutoCAD SHX Text
1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
AutoCAD SHX Text
EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
AutoCAD SHX Text
CONDITION / REPAIR NOTES
AutoCAD SHX Text
X
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
13
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-200
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-202
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-203
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-201
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
CCH PROJECT NO:
AutoCAD SHX Text
1846
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
P
AutoCAD SHX Text
Q
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
R
AutoCAD SHX Text
06.20.2018
AutoCAD SHX Text
SH, SD
AutoCAD SHX Text
JDH, SD
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NJ LICENSE NO 21AI01192700
AutoCAD SHX Text
S.
AutoCAD SHX Text
D.
AutoCAD SHX Text
JOHN
AutoCAD SHX Text
HATCH, FAIA
AutoCAD SHX Text
06.20.18
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
NORTH
Page 6: Home | New Jersey City University - Car e Caton Hintz › sites › default › files › njcu-exterior... · 2020-03-19 · A-200. EXISTING NORTH ELEVATION. OWNER New Jersey City

A-203

EXISTING WESTELEVATION

OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305

CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com

STRUCTURAL ENGINEERHARRISON HAMNETT CONSULTING40 KNOWLES ST.PENNINGTON, NJ 08534

2003

NJCU

Ros

sey

Hall

Mas

onry

Res

tora

tion

to R

osse

y Ha

ll

2039

Joh

n F.

Ken

nedy

Blvd

.Je

rsey

City

, NJ

0730

5Dr

awin

gs C

opyr

ight

©

Cla

rke

Cato

n Hi

ntz,

PC

2017

1 06.20.18 ISSUED FOR BID

H20 EXISTING WEST ELEVATION ADD ALTERNATE 4

H20 EXISTING NORTH ELEVATION A3 SITE PLAN

Q4 OPENING IN MANSONRY

M4 STEPPING CRACKS IN MANSONRY

H4 FAILING SEALANT JOINTS POTENTIAL RUSTED LINTELS

AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
12
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
10
AutoCAD SHX Text
40 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
124 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
124 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
9 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
128 sq.ft.
AutoCAD SHX Text
10
AutoCAD SHX Text
7 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
9 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
7 sq.ft.
AutoCAD SHX Text
6
AutoCAD SHX Text
7 sq.ft.
AutoCAD SHX Text
1
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
52 sq.ft.
AutoCAD SHX Text
3
AutoCAD SHX Text
52 sq.ft.
AutoCAD SHX Text
3
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
68 sq.ft.
AutoCAD SHX Text
12
AutoCAD SHX Text
Q4
AutoCAD SHX Text
A-200
AutoCAD SHX Text
M4
AutoCAD SHX Text
A-200
AutoCAD SHX Text
H4
AutoCAD SHX Text
A-200
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
11 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
2 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
EXISTING MECHANICAL EQUIPMENT
AutoCAD SHX Text
EXISTING MECHANICAL EQUIPMENT
AutoCAD SHX Text
EXISTING EMERGENCY GENERATOR
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
31 sq.ft.
AutoCAD SHX Text
1/3/4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
WAP
AutoCAD SHX Text
X
AutoCAD SHX Text
QUANTITY( SQ FT)
AutoCAD SHX Text
=
AutoCAD SHX Text
CONDITION/REPAIR NOTES
AutoCAD SHX Text
NOTE: QUANTITY REFERS TO THE QUANTITY OF WORK REQUIRED AT ADDITIONAL LOCATION AS INDICATED BY TAG UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
MASONRY REPAIR TAG
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
AutoCAD SHX Text
GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
AutoCAD SHX Text
CRACK IN MASONRY WALL
AutoCAD SHX Text
GENERAL EXTERIOR MASONRY NOTES: KEY:
AutoCAD SHX Text
1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
AutoCAD SHX Text
EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
AutoCAD SHX Text
CONDITION / REPAIR NOTES
AutoCAD SHX Text
X
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
AutoCAD SHX Text
1
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
13
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-200
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-202
AutoCAD SHX Text
H16
AutoCAD SHX Text
A-203
AutoCAD SHX Text
H20
AutoCAD SHX Text
A-201
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
CCH PROJECT NO:
AutoCAD SHX Text
1846
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
P
AutoCAD SHX Text
Q
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
R
AutoCAD SHX Text
06.20.2018
AutoCAD SHX Text
SH, SD
AutoCAD SHX Text
JDH, SD
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NJ LICENSE NO 21AI01192700
AutoCAD SHX Text
S.
AutoCAD SHX Text
D.
AutoCAD SHX Text
JOHN
AutoCAD SHX Text
HATCH, FAIA
AutoCAD SHX Text
06.20.18
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
NORTH
Page 7: Home | New Jersey City University - Car e Caton Hintz › sites › default › files › njcu-exterior... · 2020-03-19 · A-200. EXISTING NORTH ELEVATION. OWNER New Jersey City

A-210

DETAILS

OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305

CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com

STRUCTURAL ENGINEERHARRISON HAMNETT CONSULTING40 KNOWLES ST.PENNINGTON, NJ 08534

2003

NJCU

Ros

sey

Hall

Mas

onry

Res

tora

tion

to R

osse

y Ha

ll

2039

Joh

n F.

Ken

nedy

Blvd

.Je

rsey

City

, NJ

0730

5Dr

awin

gs C

opyr

ight

©

Cla

rke

Cato

n Hi

ntz,

PC

2017

1 06.20.18 ISSUED FOR BID

M20 RELIEVING ANGLE DETAIL M13 WINDOW HEAD DETAIL M7 WINDOW SILL DETAIL

A20 PARAPET DETAIL

AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
AutoCAD SHX Text
PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. ALL LINTELS TO BE PAINTED COLOR AS SELECTED BY ARCHITECT. BOLT ANGLE INTO THE CMU AS NOTED ON THE STRUCTURAL DETAILS
AutoCAD SHX Text
CONTRACTOR TO REMOVE AND SALVAGE A MINIMUM OF 3 COURSES OF BRICK TO ALLOW FOR REMOVAL OF INSTALLATION OF NEW LINTEL AND THROUGH WALL FLASHINGS.
AutoCAD SHX Text
FASTENERS AT 6"O.C. AT THE TERMINATION BAR
AutoCAD SHX Text
FLASHING TO BE 7 OZ. COPPER ASPHALT LAMINATE. FASTEN TO WALL WITH TERMINATION BAR.
AutoCAD SHX Text
INTERIOR
AutoCAD SHX Text
EXISTING WINDOW SYSTEM
AutoCAD SHX Text
PROVIDE SEAMLESS END DAM AT THROUGH WALL FALSHING BEYOND (TYPICAL AT BOTH JAMBS)
AutoCAD SHX Text
CONTINUOUS SEALANT
AutoCAD SHX Text
CONTINUOUS MASTIC AT HEAD OF TERMINATION BAR
AutoCAD SHX Text
PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
AutoCAD SHX Text
CONT. SEALANT W/ BACKER ROD
AutoCAD SHX Text
EXISTING WINDOW SYSTEM
AutoCAD SHX Text
EXISTING WALL CONSTR. TO REMAIN
AutoCAD SHX Text
EXISTING GWB LAMINATED TO BLOCK- PATCH AND SPACKLE AS REQUIRED TO PROVIDE SMOOTH SURFACE FOR NEW PAINT
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
AutoCAD SHX Text
PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. ALL LINTELS TO BE PAINTED COLOR AS SELECTED BY ARCHITECT.
AutoCAD SHX Text
PROVIDE NEW CELLULAR WEEP HOLES AT 24" O.C.
AutoCAD SHX Text
CONTRACTOR TO REMOVE AND SALVAGE A MINIMUM OF 3 COURSES OF BRICK TO ALLOW FOR REMOVAL OF INSTALLATION OF NEW LINTEL AND THROUGH WALL FLASHINGS.
AutoCAD SHX Text
FASTENERS AT 6"O.C. AT THE TERMINATION BAR
AutoCAD SHX Text
FLASHING TO BE 7 OZ. COPPER ASPHALT LAMINATE. FASTEN TO WALL WITH TERMINATION BAR.
AutoCAD SHX Text
INTERIOR
AutoCAD SHX Text
PROVIDE SEAMLESS END DAM AT THROUGH WALL FALSHING BEYOND (TYPICAL AT BOTH JAMBS)
AutoCAD SHX Text
SAW CUT COURSE BELOW LINTEL TO CREATE A 1/2" VOID UNDER LINTEL. FILL WITH CONTINUOUS BACKER ROD AND SEALANT
AutoCAD SHX Text
CONTINUOUS MASTIC AT HEAD OF TERMINATION BAR
AutoCAD SHX Text
PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
AutoCAD SHX Text
STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
AutoCAD SHX Text
PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. BOLT ANGLE INTO THE CMU AS NOTED ON THE STRUCTURAL DETAILS
AutoCAD SHX Text
CONTINUOUS BACKER ROD AND SEALANT
AutoCAD SHX Text
PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
AutoCAD SHX Text
STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
AutoCAD SHX Text
PROVIDE WATERPROOF COATING AT TOP SURFACE OF THE EXPOSED SILL AFTER REINSTALLATION
AutoCAD SHX Text
PACK VOIDS WITH MORTAR
AutoCAD SHX Text
SALVAGE EXISTING BRICKS AT SILL AND RE-SET ON THE NEW GALVANIZED STEEL ANGLE
AutoCAD SHX Text
PROVIDE BACKER ROD AND SEALANT
AutoCAD SHX Text
EXTERIOR
AutoCAD SHX Text
STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
AutoCAD SHX Text
PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. ALL LINTELS TO BE PAINTED COLOR AS SELECTED BY ARCHITECT.
AutoCAD SHX Text
PROVIDE NEW CELLULAR WEEP HOLES AT 24" O.C.
AutoCAD SHX Text
CONTRACTOR TO REMOVE AND SALVAGE A MINIMUM OF 3 COURSES OF BRICK TO ALLOW FOR REMOVAL OF INSTALLATION OF NEW LINTEL AND THROUGH WALL FLASHINGS.
AutoCAD SHX Text
FASTENERS AT 6"O.C. AT THE TERMINATION BAR
AutoCAD SHX Text
FLASHING TO BE 7 OZ. COPPER ASPHALT LAMINATE. FASTEN TO WALL WITH TERMINATION BAR.
AutoCAD SHX Text
INTERIOR
AutoCAD SHX Text
PROVIDE SEAMLESS END DAM AT THROUGH WALL FALSHING BEYOND (TYPICAL AT BOTH JAMBS)
AutoCAD SHX Text
CONTINUOUS BACKER ROD AND SEALANT
AutoCAD SHX Text
CONTINUOUS MASTIC AT HEAD OF TERMINATION BAR
AutoCAD SHX Text
PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
AutoCAD SHX Text
CONTRACTOR TO REMOVE AND SALVAGE METAL PARAPET CAP AND CAP STONE.
AutoCAD SHX Text
DO NOT DISTURB EXISTING ROOF MEMBRANE SYSTEM, FLASHING ETC.
AutoCAD SHX Text
PROVIDE NEW CMU BLOCK IF CMU BLOCK AND MORTAR ARE DAMAGED BEYOND REPAIR.
AutoCAD SHX Text
NEW HOT DIPPED GALVANIZED MASONRY ANCHORS (TYP.)
AutoCAD SHX Text
1/8" = 1'-0"
AutoCAD SHX Text
A
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
DRAWING NO.:
AutoCAD SHX Text
CCH PROJECT NO:
AutoCAD SHX Text
1846
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
P
AutoCAD SHX Text
Q
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
H
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
R
AutoCAD SHX Text
06.20.2018
AutoCAD SHX Text
SH, SD
AutoCAD SHX Text
JDH, SD
AutoCAD SHX Text
SUBMISSIONS
AutoCAD SHX Text
M
AutoCAD SHX Text
N
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NJ LICENSE NO 21AI01192700
AutoCAD SHX Text
S.
AutoCAD SHX Text
D.
AutoCAD SHX Text
JOHN
AutoCAD SHX Text
HATCH, FAIA
AutoCAD SHX Text
06.20.18
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
SCALE: 3" = 1'-0"