4/11/2016 6:07:30 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
STUDENT CENTER
PHASE 2: ALTERATIONS & ADDITIONS
BID DOCUMENTS
I
RCNJ No. 2014-37-01C
TE
CT
No.
16419
TE
R EG
S
C N
RK
N
MA
E
NEW
OF O J
SEY
ER OR
S TAT
SEALED:
R E D A RC H
I
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
CONTACT INFORMATION
ARCHITECT:
ENGINEER:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
1
REVISIONS
1
DRAWING INDEX
3-
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR UNAUTHORIZED USE OF THIS DOCUMENT.
4-
DUE TO THE NATURE OF THE WORK THE CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND REPORT TO THE ARCHITECT ANY DIMENSIONAL CHANGES. FAILURE TO COMPLY WILL NOT ALLOW FOR ANY
CHANGES BY THE CONTRACTOR.
5-
INFORMATION REGARDING THE PROJECT CONDITIONS HAVE BEEN TAKEN FROM FIELD OBSERVATIONS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE COMPLETION OF BID STAGE, INCLUDING
ABOVE CEILING, BELOW SLAB, WALL COMPOSITION AND UTILITIES, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN PLANS, SPECS, AND EXISTING CONDITIONS.
6-
ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A LONGER PERIOD OF TIME ON A CERTAIN
ITEM.
7-
SEE SPECIFICATIONS AND DRAWINGS FOR OTHER OWNER SUPPLIED/ CONTRACTOR INSTALLED ITEMS.
8-
ALL MATERIALS USED FOR THE CONSTRUCTION OF THIS PROJECT, WHETHER BUILDING MATERIALS OR APPURTENANCES, SHALL BE NON-ASBESTOS CONTAINING MATERIALS.
9-
ALL SHOP DRAWINGS (MILLWORK, STEEL, SIGNAGE, ETC.) SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL .
10-
CONTRACTOR MUST COORDINATE WITH OWNER ON ALL ACTIVITIES, INCLUDING UTILITIES SHUT DOWN OR MODIFIED. WORK MUST NOT INTERFERE WITH EXISTING SMOKE DETECTORS, AND ALARMS.
11-
RAMAPO COLLEGE AND THE ARCHITECT SHALL OBTAIN ANY BUILDING PERMIT REQUIRED. RAMAPO COLLEGE TO PAY FEES ASSOCIATED WITH ALL REVIEWS AND PERMITS.
AREA LOCATION PLAN
SITE DRAWINGS
CS-2
TS-1
L-1
L-2
L-3
L-4
L-5
L-6
L-7
SD-1
SD-2
NOTES
TOPOGRAPHIC SURVEY
DEMOLITION AND REMOVALS PLAN
LAYOUT PLAN
MATERIALS PLAN
GRADING AND LIGHTING PLAN
SOIL EROSION AND SEDIMENT CONTROL PLAN
PLANTING AND IRRIGATION PLAN
ALTERNATE #4
SITE DETAILS
SITE DETAILS
STRUCTURAL DRAWINGS
S-100
S-101
S-300
S-301
S-302
S-303
S-400
S-500
S-501
FOUNDATION PLAN
ROOF FRAMING PLAN
SECTIONS
SECTIONS
SECTIONS
SECTIONS
PIERS AND BASEPLATES
STANDARD NOTES
STANDARD DETAILS
ARCHITECTURAL DRAWINGS
G-001
A-001
A-002
AD-100
ID-100
ID-200
A-100
A-101
A-150
CODE COMPLIANCE PLAN
WALL & DOOR INFORMATION
WINDOW INFORMATION
DEMOLITION PLAN
INTERIOR DEMOLITION PLAN
DEMOLITION CEILING PLAN
FLOOR PLAN - NOTED
FLOOR PLAN - DIMENSION
PLAN DETAILS
E-000
E-001
ED-100
ED-101
ED-110
ED-111
E-050
E-100
E-110
E-111
E-112
E-113
E-200
E-210
E-211
E-310
PROJECT KEY PLAN
DRAWN BY:
AGK/JNC
CHECKED BY:
AGK/JNC
PLUMBING DRAWINGS
P-000
P-001
PD-100
PD-110
PD-111
PD-112
P-100
P-101
P-102
P-110
P-111
P-112
MECHANICAL DRAWINGS
M-000
M-001
MD-100
MD-110
M-100
M-110
ELECTRICAL LEGEND AND GENERAL NOTES
ELECTRICAL - LEGEND AND GENERAL NOTES
ELECTRICAL DEMOLITION - FIRST FLOOR
LIGHTING DEMOLITION - FIRST FLOOR
ELECTRICAL DEMOLITION - TOILET ROOMS
ELECTRICAL DEMOLITION - SERVERY - ALTERNATE #1
ELECTRICAL SITE PLAN
ELECTRICAL PLAN
ELECTRICAL ALTERATIONS - FIRST FLOOR
ELECTRICAL ALTERATIONS - SECOND FLOOR
ELECTRICAL/LIGHTING ALTERATIONS - TOILET ROOMS
ELECTRICAL ALTERATIONS - SERVERY - ALTERNATE #1
LIGHTING - FIRST FLOOR
LIGHTING ALTERATIONS - FIRST FLOOR
LIGHTING ALTERATIONS - SERVERY - ALTERNATE #1
ELECTRICAL DETAILS & SCHEDULES
PLUMBING - CODES AND GENERAL NOTES
PLUMBING - CODES, GENERAL NOTES, AND SCHEDULES
PLUMBING DEMOLITION
PLUMBING DEMOLITION - FIRST FLOOR
PLUMBING DEMOLITION - TOILET ROOMS
PLUMBING DEMOLITION - SERVERY - ALTERNATE #1
PLUMBING UNDERGROUND PLAN
PLUMBING GROUND FLOOR PLAN
PLUMBING ROOF PLAN
PLUMBING DEMOLITION - FIRST FLOOR
PLUMBING DEMOLITION - TOILET ROOMS
PLUMBING DEMOLITION - SERVERY - ALTERNATE #1
FIRE PROTECTION DRAWINGS
SCHEDULES - DETAILS & CONTROLS
MECHANICAL LEGEND, SCHEDULES, DETAILS & CONTROLS
DEMOLITION FIRST FLOOR
MECHANICAL DEMOLITION - FIRST FLOOR
FIRST FLOOR ALTERATION - ADDITION
MECHANICAL ALTERATIONS - FIRST FLOOR
FP-001
FPD-100
FPD-110
FPD-111
FP-110
FP-111
CODES AND GENERAL NOTES
FIRE PROTECTION DEMOLITION - FIRST FLOOR
FIRE PROTECTION DEMOLITION - PHASE 2 INTERIOR
FIRE PROTECTION DEMOLITION - SERVERY - ALTERNATE #1
FIRE PROTECTION ALTERATIONS - FIRST FLOOR
FIRE PROTECTION ALTERATIONS - SERVERY - ALTERNATE #1
EXISTING ANNEX ADDITION
TO REMAIN UNCHANGED
BUILDING LOCATION ON CAMPUS
EXISTING 2 HOUR
FIREWALL SEPARATION.
TO REMAIN UNCHANGED.
EXISTING TO REMAIN
ADD/ALT 1
AREA OF ALTERATIONS
0
AREA OF ADDITIONS
EXISTING (NOT IN CONTRACT)
ADD/ALT 2
D
EXISTING TO REMAIN
0
R
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5
1
0
, D
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A
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PHASE 1 (COMPLETE)
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
N
SHEET:
COVER
PHASE 2: ALTERATIONS & ADDITIONS
DO NOT SCALE DRAWINGS. DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS. ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
COVER SHEET
RCNJ No. 2014-37-01C
2-
COVER
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
ALL WORK MUST MEET THE STANDARDS OF THE 2015 INTERNATIONAL BUILDING CODE- THE STATE OF NEW JERSEY EDITION AND 2015 AMENDMENTS AND THE STATE OF NEW JERSEY DEPARTMENT OF COMMUNITY
AFFAIRS REHABILITATION SUBCODE 5:23-6.
ELECTRICAL DRAWINGS
RAMAPO COLLEGE
OF NEW JERSEY
1-
ROOF PLAN
ROOF DETAILS
EXTERIOR ELEVATIONS
BUILDING SECTIONS
WALL SECTIONS
WALL SECTIONS
WALL SECTIONS
3 DIMENSIONAL EXTERIOR VIEWS
PROJECT INFORMATION
INTERIOR FLOOR PLAN - NOTED
INTERIOR FLOOR PLAN - WALL FINISHES
INTERIOR FLOOR PLAN - FLOOR FINISHES
INTERIOR FLOOR PLAN - EQUIPMENT
REFLECTED CEILING PLAN
LIGHTING PLAN
CEILING DETAILS
SERVERY CEILING
TOILET ROOMS
ENLARGED PLAN - SERVERY
PHOTOS - SERVERY
ELEVATIONS - SERVERY
ELEVATIONS - SERVERY
ELEVATIONS - SERVERY
SERVERY - DETAILS
RESIDENTIAL DINING BASE BID ENLARGED PLAN
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
RETAIL SEATING AREA PLAN
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR DETAILS
INTERIOR DETAILS
INTERIOR DETAILS
SIGNAGE & GRAPHICS
FLOOR PLAN - FURNITURE
3 DIMENSIONAL VIEW
SCOTT STUDENT CENTER
RESIDENTIAL DINING
GENERAL
A-170
A-171
A-200
A-201
A-300
A-301
A-302
A-800
I-001
I-100
I-101
I-102
I-103
I-200
I-201
I-202
I-250
I-300
I-400
I-401
I-402
I-403
I-404
I-405
I-410
I-411
I-412
I-420
I-421
I-422
I-450
I-451
I-452
I-460
I-500
I-800
COVER SHEET
GENERAL NOTES
4/13/2016
NJDCA ELECTRONIC SUBMITTAL STAMP:
SEALED:
John P. Williams
New Jersey Licensed Landscape Architect
N.J. LLA # AS00193
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
LANDSCAPE
ARCHITECT:
REVISIONS
DRAWN BY:
MKW
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
CS-2
Project Number
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
Ramapo College of New
Jersey
NOTES
Ramapo College Student Center
Expansion
CHECKED BY: MKW
NJDCA ELECTRONIC SUBMITTAL STAMP:
SEALED:
John P. Williams
New Jersey Licensed Landscape Architect
N.J. LLA # AS00193
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
LANDSCAPE ARCHITECT:
MKW
Ramapo College of
New Jersey
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
TS-1
Project Number
CHECKED BY:
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
MKW
Ramapo College Student
Center Expansion
DRAWN BY:
TOPOGRAPHIC SURVEY
ALTERNATE #3 - EXTERIOR IMPROVEMENTS/LANDSCAPING
REVISIONS
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ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
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Tel: 781-652-0114 | connorarchitecture.com
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ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
L-1
Project Number
S
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Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
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CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
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1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
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REVISIONS
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NORTH
S C A L E: 1"=10'-0"
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
L-2
Project Number
Ramapo College of New
Jersey
CF
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LAYOUT PLAN
CF
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STUDENT CENTER
BUILDING
ALTERNATE #3 - EXTERIOR IMPROVEMENTS/LANDSCAPING
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Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
CF
Ramapo College Student Center
Expansion
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CHECKED BY: MKW
NJDCA ELECTRONIC SUBMITTAL STAMP:
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1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
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ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
L-3
Project Number
Ramapo College of New
Jersey
CF
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MATERIALS PLAN
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ALTERNATE #3 - EXTERIOR IMPROVEMENTS/LANDSCAPING
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Expansion
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505 Ramapo Valley road,
Mohwah, NJ 07430-1680
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Tel: 781-652-0114 | connorarchitecture.com
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Expansion
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ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
L-4
Project Number
IN
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
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CF
CF
CF
CF
DE
CF
TY
ILI
CF
CF
CF
CF
CF
CF
VA
CF
CF
CF
UT
CF
T
UL
CF
CF
SI
CF
CF
LP
CF
SEALED:
CF
T
LE
IN
CF
LP
T
LE
IN
T
BUILDING LINE BELOW
CF
LE
T
LE
IN
IN
CF
T
LE
John P. Williams
New Jersey Licensed Landscape Architect
CF
IN
N.J. LLA # AS00193
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
CF
R
TO
M
MH
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
S
CF
LP
CF
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
LANDSCAPE
ARCHITECT:
CF
STUDENT CENTER
BUILDING
CF
CF
CF
CF
CF
S
RA
EA
AR
G
REVISIONS
CF
DRAWN BY:
MKW
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
L-5
Project Number
S C A L E: 1/16" = 1'-0"
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
NORTH
Ramapo College Student Center
Expansion
CHECKED BY: MKW
Ramapo College of New
Jersey
CF
SOIL EROSION AND
SEDIMENT CONTROL
PLAN
CF
ALTERNATE #3 - EXTERIOR IMPROVEMENTS/LANDSCAPING
E
FIR
S
PI
CF
.
PT
LIN
PE
GA
ON
TI
C
NE
E
GV
UT
MA
NJDCA ELECTRONIC SUBMITTAL STAMP:
TE
RE
C
ON
C
TIN
AN
L
P
W
E
FIR
G
E
ET
R
.
NC NS
COTRAAD
P
PRINT SHOP
V
T
AN
R
D
HY
T
AN
L
P
G
IN
R
VE K
A
L
P A
W
SEALED:
GN
GN
N
G
SI
N
SI
N
G
SI
G
SI
ER
CF
S
GA
T
ME
E
FIR
CF
CF
GN
SI
CF
CF
SI
CF
GN
W
CF
CF
TY
ILI
T
U
X
BO
E
CF
T
EN
M
VE
PA
ND
NT
PO
A
DR
G
AS
P
PI
IN
EL
V
L
A
VE RE
A
A
GR ING
RK
PA
R
KE
R
MA
HY
John P. Williams
New Jersey Licensed Landscape Architect
V
S
CF
CF
CF
PA
D
VE
RO
CF
ARCHITECT:
L
PE
PI
GN
SI
AY
CF
T
UL
VA
CF
CF
CF
CF
CF
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
LANDSCAPE
ARCHITECT:
CF
CF
CF
CF
CF
CF
I
UT
Y
LIT
CF
R
MA
I
GV
GA
W
AD
NE
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
E
ON E
ST AL
SW
R
KE
CF
E
FIR
.
PT
DE
N
TIO
C
E
NN
O
C
N.J. LLA # AS00193
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
W
CF
SI
CF
CF
CF
CF
T
LE
IN
REVISIONS
CF
CF
T
LE
T
LE
DRAWN BY:
MKW
CF
T
LE
IN
Ramapo College Student Center
Expansion
CF
CHECKED BY: MKW
CF
CF
CF
STUDENT CENTER
BUILDING
CF
CF
CF
CF
CF
EA
AS
GR
CF
CF
AR
Ramapo College of New
Jersey
MH
PLANTING AND
IRRIGATION PLAN
CF
M
OR
T
S
ALTERNATE #3 - EXTERIOR IMPROVEMENTS/LANDSCAPING
S
ER
V
PA
CF
NORTH
S C A L E: 1"=10'-0"
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
L-6
Project Number
IN
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
T
LE
IN
CF
BUILDING LINE BELOW
IN
NJDCA ELECTRONIC SUBMITTAL STAMP:
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
SEALED:
CF
CF
CF
CF
John P. Williams
New Jersey Licensed Landscape Architect
N.J. LLA # AS00193
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
LANDSCAPE ARCHITECT:
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
REVISIONS
CF
CF
CF
CF
CF
DRAWN BY:
MKW
CHECKED BY:
MKW
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
Ramapo College of
New Jersey
CF
.
Ramapo College Student
Center Expansion
ALTERNATE #4 - FIRE LANE AND
PRINT SHOP IMPROVEMENTS
CF
CF
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
NORTH
S C A L E: 1"=10'-0"
SHEET:
L-7
Project Number
CF
CF
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
CF
CF
NJDCA ELECTRONIC SUBMITTAL STAMP:
SEALED:
John P. Williams
New Jersey Licensed Landscape Architect
N.J. LLA # AS00193
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
LANDSCAPE
ARCHITECT:
REVISIONS
DRAWN BY:
MKW
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
SD-1
Project Number
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
Ramapo College of New
Jersey
SITE DETAILS
Ramapo College Student Center
Expansion
CHECKED BY: MKW
NJDCA ELECTRONIC SUBMITTAL STAMP:
SEALED:
John P. Williams
New Jersey Licensed Landscape Architect
N.J. LLA # AS00193
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
LANDSCAPE
ARCHITECT:
REVISIONS
DRAWN BY:
MKW
ISSUED:
04.13.2016
DESCRIPTION:
ADDENDUM #1
SHEET:
SD-2
Project Number
Ramapo College of New
Jersey
Ramapo College of New Jersey
505 Ramapo Valley road,
Mohwah, NJ 07430-1680
Ramapo College Student Center
Expansion
CHECKED BY: MKW
SITE DETAILS
N.I.C
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
4/11/2016 5:51:18 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
FOUNDATION SCHEDULE
LENGTH
WIDTH
THICKNESS
BOTTOM REINFORCEMENT
F2.5x4.0
4'-0"
2'-6"
1'-0"
#5 BARS @ 8" o/c EA WAY
F2.5x4.5
4'-6"
2'-6"
1'-0"
#5 BARS @ 8" o/c EA WAY
F3.0
3'-0"
3'-0"
1'-0"
(3) #5 BARS EA WAY
F4.0
4'-0"
4'-0"
1'-0"
(6) #5 BARS EA WAY
F4.5
4'-6"
4'-6"
1'-0"
(6) #5 BARS EA WAY
F5.0
5'-0"
5'-0"
1'-2"
(6) #5 BARS EA WAY
F5.5
5'-6"
5'-6"
1'-2"
(6) #5 BARS EA WAY
F6.0
6'-0"
6'-0"
1'-2"
(6) #5 BARS EA WAY
F9.0
9'-0"
9'-0"
1'-9"
(10) #7 BARS EA WAY
F6.0x9.0
9'-0"
6'-0"
1'-4"
#6 BARS @ 12" o/c EAY WAY
TYPE
SEALED:
FOOTINGS SHALL HAVE A TOP MAT OF
REINFORCING EQUAL TO BOTTOM MAT BARS
MINUS ONE BAR SIZE AT ALL FOOTINGS.
1
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
CABIN
H
RT
NO
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ET
D
NA1
EA
BR
,
KR0
0A
50
D
FN
AT
B
T
ER
0
0
ENGINEER:
A
B
C
D
E
F
G
H
I
K
J
M
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
N
REVISIONS
1
REVISION #1
4.13.2016
15
2'-1"
H
P SS
4( 6
SI X6
M X
) 3
& /8
B
P3
6'-6 1/8"
14
10.3
4"
(-6'-10")
F4.0
(-5'-8")
K
H
P1 SS
8
& X8
X
BP 5/
1 8
2'-0"
8
H
P1 SS
8
& X8
BP X5
1 /
95°
3 7.
1
8'-9 1/4"
RAMAPO COLLEGE
OF NEW JERSEY
5'-0"
1'-2"
S
3'-11 1/4"
9"
4'-6"
1
S-302
M
4
(-9'-5")
FOUNDATION PLAN
2
H
P1 SS
8
& X8
BP X5
1 /8
H
P1 SS
8
& X8
BP X5
1 /8
5
F6.0x9.0
NEW 4" SLAB
(-1'-8")
7
6
F4.0
(-3'-4")
4
1'-11"
(-8'-3")
TOP OF EXISTING SLAB
(-1'-8")
H
BP SS
1 8X
8X
1/
1/
4
SS
12
X1
2X
H
1'-7"
13'-9 1/4"
)
(5'
8"
2'-11 1/4"
S-300
8
16'-3"
F9.0
S-300
3
S-300
1'-2"
5
1
1
1
10.2
16'-2 3/4"
F4.0
(-9'-6")
8"
10.8
10
1'-11"
)
6"
F4.0
1'-7"
9"
S-300
(-5'-8")
6'-5"
7'-5"
H
H
P1 SS
P1 SS
8X
8
& X8
& 8
BP X5
BP X5
1 /8
1 /8
7'
4
4'-5"
SS
12
X1
42
.95
2X
°
1/
4
H
2
/
1 P1
8X B
8X &
SS P2
(-9'-6")
(-9'-6")
3'-1 1/4"
H
(-
FORM FOOTING AROUND
EXISTING FTG.
8
/
5 P3
6X B
6X &
SS P4
9
TOP OF WALL EL. (-2'-4")
8
8'-6 3/8"
12'-9 1/2"
H
FLOOR SLAB INFILL AT EXISTING STAIRS.
3'-1 1/8"
10 7/8"
16'-5 5/8"
1'-8"
S-301
12'-1 7/8"
14'-7 1/4"
2 1/2"
(-6'-10") (-6'-10")
6
2.9
S-302
20'-5"
8
/
5 P3
6X B
6X &
SS P4
F4.0
F2.5x4.0
SEE ARCH DWGS FOR
LOCATION AND RADIUS.
TOP OF WALL EL:
(-1'-8") (TYP)
10.9
H
1
5
1'-5"
9'-5"
TOP OF WALL (-0'-8")
7.1
1'-7"
H
P4 SS
6
H & X6
P4 SS
X
6 BP 3
& X6 3 /8
BP X5
3 /8
4"
H
H
P5 SS P5 SS
6
6
& X6 & X6
X
X
BP 5 BP 3/
1 /8 1 8
(-7'-0")
13
11
3
F2.5x4.5 F5.5
(-6'-10")
19'-10 9/16"
1'-2" THICK MAT FOOTING
W/ #6 BARS @ 12" o/c
EA WAY, TOP & BOTTOM.
BOTTOM OF FTG: (-7'-0")
1'-11"
1'-6"
7'-5"
NEW 4"
SLAB
(0'-0")
ND BATTER
01050F
NA
A
KR
BREAD
BIN ET,
KEC
3
1
F4.0
S-300
4
S-303
2
(-5'-8")
F6.0
(-5'-10")
H
P SS
3( 8
SI X
M 8X
) 5
& /8
B
P2
H
P2 SS
8
& X8
BPX5
1 /
(-5'-8")
8
8
1
16'-2 3/4"
F6.0
(-5'-10")
2
H
P3 SS
8
& X8
BP X1
2 /
1/
4
(-5'-8")
)
H
SS
12
X1
2X
8"
F4.5
H
P2 SS
8
& X8
BP X5
1 /
1.2
10"
1.9
TOP OF PIER EL: (-1'-8")
(TYP FOR 3).
1'-11"
2.1
12'-2 3/8"
1
(5'
F5.0
F4.0
(-5'-8")
(-5'-10")
(-5'-8
")
2
1
(-7'-2")
F4.0
(-11'-2")
(-9'-2")
11'-7"
2'-1"
13'-9 1/4"
12'-2"
17'-9"
17'-0 1/2"
16'-2 3/4"
13'-9 1/4"
16'-2 3/4"
1'-8"
6'-6"
7'-11 1/2"
ISSUED:
3.24.16
A
A.4
B
B.7
C
J
L
N
O
Q Q.1 Q.2
Q.3
DESCRIPTION:
BID DOCUMENTS
FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
SHEET:
1.
2.
3.
4.
5.
ELEVATIONS REFERENCED TO EXISTING BUILDING TOP OF SLAB OF 311'-0"
TOP OF SLAB EL. 0'-0" (REFERENCE ELEVATION) UNLESS NOTED (+) OR (-) ON PLAN.
BOTTOM OF FOOTING ELEVATIONS INDICATED THUS (----).
SLAB ON GRADE SHALL BE 4" SLAB WITH #4 BARS @ 12" o/c EA WAY, TOP.
PROVIDE ASTM E-1745 CLASS A VAPOR BARRIER UNDERNEATH SLAB ON GRADE.
S-100
17565.00
6
S-300
CA
CHECKED BY:
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
TOP OF WALL: (0'-0")
DEPRESS SLAB FOR WALK OFF
MAT, COORD W/ ARCH DWGS.
AAL
(-6'-10")
FORM FOOTING AROUND
EXISTING FTG.
00
DRAWN BY:
1
F4.0
F2.5x4.0
17'-2 9/16"
H
P SS
4( 6
SI X
M 6X
) 3
& /8
B
P3
D
H C
2'-6"
4/11/2016 5:51:20 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
A.4
A
20'-0"
3'-6 1/2"
12'-2"
1'-2 11/16"
C12X20.7 (TYP FOR
8, SEE ARCH DWGS).
4 1/2"
3'-6 5/16"
4 1/2"
W10X12 W10X12
W10X12 W10X12
1 1/2"
TYP
9'-9"
W10X12
W10X12
W10X12
C15X33.9
W10X12
4 1/2"
W10X12
W10X12
W10X12
SEALED:
1'-2 11/16"
W10X12
12'-2 3/8"
20'-0"
2.1
W10X12
W10X12
W10X12
C15X33.9
3
S-301
C15X33.9
W10X12
W10X12
2.9
C15X33.9 (-1'-8" TYP FOR 4)
W10X12
W10X12
3'-6 5/16"
1
3'-6 1/2"
4 1/2"
W10X12
10X4X¼ (-1'-8")
(TYP FOR 4).
9'-9"
1'-2 1/2"
1
1'-2 1/2"
TOWER FRAMING PLAN
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
SCALE: 1/8" = 1'-0"
1.
2.
TOP OF STEEL SHALL BE 21'-6"
TOWER DECK SHALL BE 1½", 20 GAUGE, TYPE B PAINTED ROOF DECK.
ARCHITECT:
H
RT
NO
A
B
C
D
E
F
G
H
I
J
K
M
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
N
ENGINEER:
15
2'-1"
1'-8"
6'-6"
14
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
W12X30
10.3
1
REVISION #1
4.13.2016
W10X12
10"
S-303
W10X12
4
W10X12
W10X30
W14X22
W24X55
W16X26
W16X26
1
W21X44
2
W10X12
W10X12
W10X12
W
W10X12 10X12
W10X12
SEE ARCH DWGS FOR
TRELLIS FRAMING.
W16X26
W10X12
W10X12
W16X26
W10X12
W10X12
W10X12
W16X26
W10X12
1
1
W10X12
1
W10X12
W10X12
1
S-301
12'-2"
A
17'-9"
A.4
17'-0 1/2"
B
W10X12
13'-9 1/4"
16'-2 3/4"
13'-9 1/4"
16'-2 3/4"
1
6'-6"
2'-1"
7'-11 1/2"
B.7
1'-8"
4'-9"
C
J
L
N
O
Q
Q.1 Q.2
Q.3
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
1.
2.
3.
ROOF DECK SHALL BE 1½", 20 GAUGE TYPE B20 PAINTED STEEL DECK.
TOP OF ROOF STEEL SHALL BE 12'-2½" (REFERENCE ELEVATION) UNLESS NOTED (+) OR (-).
ALL CONNECTIONS SHOWN THUS (
) ON PLAN SHALL BE FULL MOMENT CONNECTIONS
DEVELOPING AT LEAST 90% OF THE CAPACITY OF THE BEAM UNLESS NOTED OTHERWISE.
ALTERNATE METHODS OF CONNECTION WILL BE CONSIDERED INCLUDING THROUGH PLATES.
HOWEVER, CONNECTION TO THE FACE OF THE COLUMN ONLY WILL NOT BE ACCEPTED. ALL BEAM
TO COLUMN CONNECTIONS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF NEW JERSEY. SUBMIT FULL CALCULATIONS AND SHOP DRAWINGS
TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION AND CONSTRUCTION.
ISSUED:
3.24.16
DESCRIPTION:
BID DOCUMENTS
SHEET:
S-101
17565.00
5'-0"
8'-9 1/4"
1'-8"
3
1
DESIGN SHEAR CONNECTIONS FOR 20k
LATERAL TENSION COMPRESSION LOAD.
S-303
ST10X33 (-2'-8½") (TYP).
10"
3
ATTACH DECK TO W10's W/5/8"ø PUDDLE
WELDS @ 6" o/c. (TYP FOR 5 W10'S
THIS LOCATION).
1
6'-3 5/16"
5
W18X35
RAMAPO COLLEGE
OF NEW JERSEY
W10X12
6
16'-2 3/4"
2
W16X26
S-303
W10X12
W16X26
5
W21X44
W10X12
W24X55
12'-2 3/8"
10"
1'-11"
W10X12
C8X11.5
(-4'-2½")
W10X12 W10X12 W10X12 W10X12 W10X12
1.9
1.2
W24X55
5
1
W16X26
W21X44
HSS8X8X1/4
(-4'-2½")
C12X20.7 (-3'-6½")
(TYP FOR 6).
W10X12
LOOSE LINTEL (NOT SHOWN).
TYP TWO LOCATIONS, SEE
SSECTION 5/S-303.
W14X22
26
2.1
W10X12
W14X22
6X
W1
W10X12
W14X22
W10X12
W10X12
W10X12
W10X12
W24X55
W10X12
1
1
S-302
W10X12
C12x20.7
(-3'-6½")
2.9
2
55
4X
2
W
14'-7 1/4"
S-301
W10X12
C8X11.5
(-4'-2½")
8
7
2'-5"
EXISTING W24.
C8X11.5
(-4'-2½")
5
S-301
24
X5
10
16'-2 3/4"
W18X35
C8X11.5
(-4'-2½")
W10X12
W24X76
W
7
S-303
3'-0" TYP
10"
2'-5"
KEC
10.8
13'-9 1/4"
W10X12
W10X12
W10X12
W10X12
W10X12
W24X76
4
W10X12
12
0X
1
W
5
W10X12
W10X12
W24X55
W10X12
W10X12
W
12
X
14
W10X12
10"
3
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W24X55
8'-6 3/8"
16'-5 5/8"
W10X12
3'-3" 3'-3" 3'-3"
W10X12
12
4
0X
1/ ) W1
0 X "±
X1 /8
1
12
SS -1
0'
(-
W10X12 (TYP)
C12X20.7 STUB (TYP FOR 6).
W24X55
H
7.1
12
0X
1
W
55
4X
2
W
W24X55
C12X20.7
(-1'-2½")
1
W10X12
CHECKED BY:
10.2
HSS4X2X1/4
HSS4X2X1/4
C12X20.7 (-1'-2½")
W14X22
HSS4X2X1/4
W10X12
W10X12
W10X12 MOMENT
CONNECTED OUTRIGGER
(TYP).
9
HSS4X2X1/4
S-301
HSS4X2X1/4
2
8
W12X30
EL +1'-9½" (TYP FOR
VESTIBULE HIGH ROOF FRAMING).
3'-6 1/2"
HSS4X2X1/4
W10X12 (TYP)
C12X20.7
(-1'-2½")
W10X12
HSS4X2X1/4
HSS4X2X1/4
W10X12
AAL
3
S-302
HSS4X2X1/4
(-1'-9½")
(TYP)
HSS4X2X1/4
S-302
W12X30
W10X12
1
W10X12
W12X30
HSS4X2X1/4
DRAWN BY:
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
W12X30
11
10.9
1'-6"
12'-9 1/2"
W12X30
3'-6 1/2"
2'-8 3/8"
EL -2'-2½" (TYP
FOR VESTIBULE LOW
ROOF FRAMING).
C12X20.7 (-1'-2½")
13
ROOF FRAMING PLAN
W10X12
3'-7 1/2"
SEE SECTION FOR
OUTRIGGERS NOT SHOWN.
W10X12
2'-8 3/8"
W10X12
W12X30
W12X30
W10X12
DN
13'-7 1/16"
W10X12
4/11/2016 5:51:21 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
5
2.1
SEE TYPICAL
SUBGRADE
PROFILE
#4 BARS @ 12" o/c EA
WAY, EA FACE.
2" CLR
#4 DOWEL BARS @ 24" o/c.
¼" LEVELING PLATE, SAME
SIZE AS BASE PLATE.
10"
#4 DOWEL BARS @ 24" o/c.
2" CLR
DIAMOND LEAVE-OUT (TYP AT ALL COLUMNS).
1'-8"
SEE PLAN FOR SLAB AND REINFORCING.
3/4" NON-SHRINK GROUT.
SLOPE
4"
SEE PLAN
SEE TYPICAL
SUBGRADE
PROFILE
#4 BARS @ 12" o/c EA
WAY, EA FACE.
4" SLAB W/ #4 BARS @
12"o/c EA WAY, TOP.
SEE PLAN FOR REINFORCING.
8"
11 3/8"
SEE ARCH DWGS FOR
UNDER SLAB INSULATION.
FOUNDATION
PLAN
0"
SEALED:
#4 DOWEL BARS.
2'-0"
10"
SEE PLAN FOR COLUMN.
SEE PLAN FOR REINFORCING
AND VAPOR BARRIER.
SEE PLAN
SEE PLAN
10"
4"
SEE ARCH DWGS FOR
UNDER SLAB INSULATION.
FOUNDATION
PLAN
0"
4"
SEE PLAN FOR REINFORCING
AND VAPOR BARRIER.
8"
4"
1'-8"
8"
8"
4' COMPACTED
GRANULAR
FILL.
2" CLR
SEE PLAN
SEE ARCH DWGS FOR INSULATION.
(2) #5 CONTINUOUS BARS.
SEE GEOTECHINICAL
REPORT FOR SITE
PREP REQUIREMENTS.
FOR WALL AND FTG REINFORCEMENT
SEE SECTION 1/S300.
1'-0"
SEE GEOTECHINICAL
REPORT FOR SITE
PREP REQUIREMENTS.
3" CLR
3" CLR
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
#4 BARS @ 12" o/c EA
WAY, CENTERED.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
1'-0"
WALL
ARCHITECT:
WALL
2'-0"
2'-0"
FTG
FTG
# 4 DOWEL BARS @ 24" o/c,
ALT. HORIZONTAL LEG
ORIENTATION.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
8"
1
S-100 S-300
SECTION
2
3/4" = 1'-0"
S-100 S-300
SECTION
3
3/4" = 1'-0"
S-100 S-300
SECTION
3/4" = 1'-0"
1'-0"
WALL
WALL
2'-0"
2'-0"
FTG
FTG
4
S-100 S-300
SECTION
3/4" = 1'-0"
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
1
REVISION #1
4.13.2016
DRAWN BY:
AAL
CHECKED BY:
KEC
SEE PLAN FOR REINFORCING
AND VAPOR BARRIER.
FOUNDATION
PLAN
0"
SEE PLAN FOR SLAB AND REINFORCEMENT.
EXISTING 5" SLAB.
#4 DOWELS @ 12" o/c, DRILL AND ANCHOR
INTO EXISTING CONCRETE USING HILTI HIT-HY
200 ADHESIVE W/ 6" EMBEDMENT.
SEE TYPICAL
SUBGRADE
PROFILE
#5 BARS @ 12" o/c EA WAY,
CENTERED.
SEE PLAN
#5 DOWEL BARS @ 12" o/c , ALT
HORIZONTAL LEG ORIENTATION.
1'-0"
(2) #5 CONTINUOUS BARS.
8"
WALL
2'-0"
FTG
5
S-100 S-300
SECTION
3/4" = 1'-0"
6
S-100 S-300
RAMAPO COLLEGE
OF NEW JERSEY
EXISTING FROST WALL.
SECTION
3/4" = 1'-0"
ISSUED:
3.24.16
DESCRIPTION:
BID DOCUMENTS
SHEET:
S-300
17565.00
SEE ARCH DWGS FOR
UNDER SLAB INSULATION.
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
FOUNDATION
PLAN
0"
1'-8"
1'-0"
(2) #5 CONTINUOUS BARS.
1'-0"
2'-0"
SECTIONS
1"
1'-8"
FOUNDATION
PLAN
0"
CONTRACTOR TO PROVIDE
SMOOTH TROWELED FINISH AT
TOP OF FOUNDATION WALL (TYP).
SEE PLAN FOR SLAB AND REINFORCING.
SEE ARCH PLANS FOR
WALL CONSTRUCTION.
SEE PLAN
SEE ARCH PLANS FOR
WALL CONSTRUCTION.
4/11/2016 5:51:23 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
2.1
1.9
1.2
A
4"
4"
15'-8 13/16"
L6X3½X5/16.
1/4" BENT PLATE CURVED. COORDINATE RADIUS W/ARCH DWGS.
SEALED:
FULL PEN
SINGLE PLATE SHEAR CONNECTION (TYP AT PERIMETER W10)
1/4" BENT PLATE, CURVED. COORDINATE
RADIUS W/ARCH DWGS.
L6X3½X5/16.
DOUBLE ANGLE CONNECTION (TYP)
7"
2" INSULATED METAL PANEL.
7"
CAP PLATE, SAME THICKNESS
AS BEAM FLANGE.
ROOF FRAMING
PLAN
12' - 2 1/2"
ROOF FRAMING
PLAN
12' - 2 1/2"
W10X12
W16X26
W24X76
W10X12
W16X26
W10X12
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
W16X26
1'-5"
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
W24X55
ARCHITECT:
FULL CAPACITY MOMENT
CONNECTION.
NOTCH END OF BEAM. PROVIDE 3/4"
PLATE TO MATCH BEAM FLANGE WIDTH.
INTERNAL STIFFENERS EQUAL TO
BEAM FLANGE THICKNESS +
1/16" ALIGNED W/BEAM BOTTOM
FLANGE. NOTE: ON COLUMNS
W/MULTIPLE DEPTH BEAMS
MULTIPLE INTERNAL STIFFNERS
WILL BE REQUIRED. STIFFENERS
TO BE GRADE 50 PLATE. THRU
STIFFENERS WILL BE CONSIDERED.
DIRECT WELDING TO COLUMN FACE
WITHOUT ANY STIFFENERS WILL
NOT BE CONSIDERED. TYPICAL
FOR ALL MOMENT CONNECTIONS
AT COLUMNS.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
SECTION
1
S-101 S-301
SECTION
4
3/4" = 1'-0"
1
REVISION #1
4.13.2016
3/4" = 1'-0"
S-101 S-301
DRAWN BY:
AAL
CHECKED BY:
KEC
8
7.1
8" ±
EXISTING WALL TO REMAIN.
1'-6"
V.I.F.
4'-5"
7'-6"
SEE ARCH DWGS FOR ROOF AND
EXPANSION JOINT CONSTRUCTION.
FIELD LOCATE
BEAM
2" CLR
(TYP)
¼" PL
1
W14X22
EXISTING WIDE
FLANGE BEAM.
SECTION
5
S-101 S-301
3/4" = 1'-0"
1
1
2
S-101 S-301
SECTION
3/4" = 1'-0"
RAMAPO COLLEGE
OF NEW JERSEY
3/16
SECTIONS
8
SS
8X
8X
5/
TYP
H
W10X12
SS
8X
8X
5/
L3X3X¼
H
ROOF FRAMING
PLAN
12' - 2 1/2"
8
C8X11.5
8
EXISTING SLAB TO REMAIN.
EXISTING FOUNDATION WALL, CUT AND
PATCH AS REQUIRED TO PROVIDE LEVEL
SURFACE.
#4 BARS @ 12" o/c EA WAY, TOP.
DOWEL MIN 4" INTO EXISTING.
A
FOUNDATION
PLAN
0"
CONCRETE INFILL, SEE ARCH
DWGS FOR FINISH.
TOWER
21' - 6"
W10X12
W10X12
W10X12
RES LOWER LEVEL
-1' - 8"
C12X20.7 (SEE ARCH DWGS FOR DETAILS.)
HSS10X4X¼
FIELD CUT HOLE IN C12 FOR HSS10X4.
EXISTING SLAB TO REMAIN.
SEE ARCH DWGS FOR STAIR DETAILS.
SS
8X
8X
5/
8
C15X33.9
V.I.F.
H
1'-0"
VARIES
6
S-100 S-301
SECTION
3/4" = 1'-0"
EDGE OF CONCRETE TO BE FLUSH
WITH EDGE OF WALL BEYOND, COORD
NOSING WITH ARCH DWGS.
DEMO EXISTING STAIRS TO BARE CONCRETE.
ISSUED:
3.24.16
DESCRIPTION:
BID DOCUMENTS
3
S-101 S-301
SECTION
3/4" = 1'-0"
SHEET:
S-301
17565.00
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
1
4/11/2016 5:51:24 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
Q
Q.1
Q.2
Q.3
10
10.2
10.8
10.9
SEALED:
1
COORD W/
ARCH DWGS
1" CLR
1'-2"
COORD W/
FIELD COORD
ARCH DWGS
¼"
3"
¼"
3"
SEE PLAN FOR DECK.
SEE PLAN FOR DECK.
4"
CONT L4x4x¼
CONT L4x4x¼
1 1/2"
3 ON
12
V.I.F.
¼" BENT PLATE.
¼"
3"
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
W12X30
W10X12
¼"x9" PLATE SHOP WELDED
TO BOTTOM OF HSS FOR
DECK SUPPORT.
W12X30
W10X12
W12X30
W10X12
HSS3x1½x¼
W12X30
@4' o/c MAX.
ROOF FRAMING
PLAN
12' - 2 1/2"
1
5"
CONT L4X4X1/4
1
HSS4X2X1/4
HSS4X2X1/4
C12X20.7
4"
C12X20.7
3 ON
12
1'-9 1/2"
W10X12
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
2'-2 1/2"
HSS3x1½x¼ ALIGNED W/BEAMS.
W10X12
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
C12X20.7
W10X12
W12X30
1
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
1
SECTION
2
3/4" = 1'-0"
SECTION
3/4" = 1'-0"
DRAWN BY:
AAL
CHECKED BY:
KEC
3'-0"
L COORD
¼" CAP P,
W/ ARCH DWGS.
¼"
FULL
PEN
1
C12X20.7
C12X20.7
C12X20.7
C12X20.7
3/
8
1/2" STEEL PLATE. SEE ARCH
DWGS FOR CONFIGURATION.
SS
12
X1
2X
H
G.C. NOTE: COLUMN BASE
PLATE TO BE INSTALLED
PRIOR TO BEING FIELD
WELDED TO COLUMN.
FOUNDATION
PLAN
0"
1/
4
SS
12
X1
2X
1'-8"
8"
FOUNDATION
PLAN
0"
SEE S400 FOR TYPICAL PIER
REINFORCING.
H
ANCHOR RODS SHALL
EXTEND TO 3" ABOVE
BOTTOM OF FOOTING.
3/4" BASE PLATE. PREP END OF
POST AND PROVIDE 1/4" FIELD
WELD OF POST TO EMBEDDED
PLATE. GRIND SMOOTH.
RAMAPO COLLEGE
OF NEW JERSEY
SECTIONS
INTERNAL WEB STIFFENERS OF EQUAL
THICKNESS TO BEAM FLANGE.
1" GROUT.
SEE PLAN
(4) 1"ø THREADED RODS. LAP
18" W/ PIER REINFORCING.
SEE PLAN
12"X12" CONCRETE PIER W/(4) #6
VERTICAL AND #3 TIES AT 10" o/c.
(4) #6 DOWELS.
SEE PLAN FOR REINFORCING.
SEE PLAN
COMPACTED
GRANULAR FILL
2"
CLR
SEE PLAN FOR REINFORCING,
SEE PLAN
SEE PLAN
3
S-100 S-302
SECTION
3/4" = 1'-0"
4
S-100 S-302
SECTION
3/4" = 1'-0"
1. ALL EXPOSED EXTERIOR STEEL SHALL BE A.E.S.S.
1
ISSUED:
3.24.16
DESCRIPTION:
BID DOCUMENTS
SHEET:
S-302
17565.00
6'-4"
4.13.2016
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
S-101 S-302
REVISION #1
6'-0"
1
S-101 S-302
3"
CLR
ROOF FRAMING
PLAN
12' - 2 1/2"
1'-9 1/2"
W10X12
4/11/2016 5:51:25 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
2.9
A.4
NEW WALL, SEE ARCH DWGS FOR DETAILS.
CENTER TUBE UNDERNEATH WALL, ALIGN
ELEVATION W/ EXISTING W24.
1'-3" ±
11 3/8"
SEE ARCH DWGS FOR
ROOF CONSTRUCTION.
A.4
SEE PLAN FOR DECK.
L6X3-1/2X5/16 LLV.
7"
2 1/2"
11 3/8"
1½" ROOF DECK.
(2) #5 CONT BARS.
RES LOWER LEVEL
-1' - 8"
W10X12
1
W21X44
4" BRICK, SEE
ARCHITECTURAL DRAWINGS.
1
2" CLR MIN
4'-2 1/2"
4" BRICK, SEE
ARCHITECTURAL DRAWINGS.
W21X44
#5 BARS @ 12" o/c.
HSS12X10X1/4
W14X22
SEALED:
4" BRICK, SEE ARCH DWGS.
1'-0"
W10X12
L3X3X1/4
ROOF FRAMING
PLAN
12' - 2 1/2"
1'-0"
ROOF FRAMING
PLAN
12' - 2 1/2"
1 1/8" ±
ROOF FRAMING
PLAN
12' - 2 1/2"
1'-0"
EXISTING W24
V.I.F.
3 1/4"
V.I.F.
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
11 3/8"
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
3 on
12
8"
½"ø BOX ERECTION BOLTS
@ 3'-0" o/c IN VERTICAL
SLOTTED HOLES TO ALLOW
FOR ADJUSTMENT OF ANGLE.
HSS8X8X1/4
L7X4X3/8 LLH.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
SECTION
1
S-101 S-303
2
3/4" = 1'-0"
S-101 S-303
SECTION
3
3/4" = 1'-0"
S-101 S-303
SECTION
4
3/4" = 1'-0"
S-100 S-303
SECTION
ENGINEER:
3/4" = 1'-0"
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
1
REVISIONS
1
1
REVISION #1
4.13.2016
1
A.4
1'-3" ±
11 3/8"
DRAWN BY:
Author
CHECKED BY:
Checker
2 1/2"
ROOF FRAMING
PLAN
12' - 2 1/2"
W14X22
4" BRICK, SEE
ARCHITECTURAL DRAWINGS.
W21X44
11 3/8"
¼
5
S-101 S-303
SECTION
3/4" = 1'-0"
RAMAPO COLLEGE
OF NEW JERSEY
L6x3½"x5/16" w/PIECE OF HSS5x5x¼"
SHOP WELDED. FIELD INSTALL, FAR END
FIELD WELDED TO COLUMN, NEAR END
BEARING ON BRICK WALL. EXTEND PAST
COLUMN AND FIELD WELD TO L7x4
MOUNTED TO HSS8X8. COORD FINAL
ELEVATION W/ARCH DWGS.
SECTIONS
HSS8X8X1/4
ISSUED:
3.24.16
DESCRIPTION:
BID DOCUMENTS
SHEET:
S-303
17565.00
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
1½" ROOF DECK.
W21X44
4/11/2016 5:51:27 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
Q.1
8"
1'-4"
B
1'-4"
8"
6"
8"
8"
1
8"
9"
1'-6"
9"
1'-4"
10.9
1'-6"
6"
TOP OF WALL: (-1'-8")
TOP OF PIER: (-2'-4")
SEALED:
11"
8"
TOP OF WALL: (0'-0")
TOP OF PIER: (-0'-8")
TOP OF WALL: (-1'-8")
TOP OF PIER: (-2'-4")
P1
P2
SCALE: 3/4" = 1'-0"
TOP OF PIER (+0'-8")
P3
SCALE: 3/4" = 1'-0"
8"
11"
TOP OF PIER: (-0'-8")
10.8
TOP OF PIER: (-2'-4")
8"
1'-10"
2'-10"
7"
8"
8"
1'-4"
11 3/8"
9"
9"
1'-6"
1.9
1'-2"
7"
9"
8"
9"
8"
1'-6"
P4
SCALE: 3/4" = 1'-0"
P5
SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-0"
P6
SCALE: 3/4" = 1'-0"
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
1
1'-2"
1'-0"
1 1/2"
1
12"X3/4"X1'-0" BASE PLATE
W/ (4) 3/4"ø ANCHOR BOLTS.
BP3
SCALE: 1 1/2" = 1'-0"
REVISION #1
4.13.2016
13"x2"x1'-6" BASE PLATE
W/ (4) 1"ø ANCHOR RODS.
BP4
SCALE: 1 1/2" = 1'-0"
DRAWN BY:
AAL
CHECKED BY:
KEC
ISSUED:
3.24.16
DESCRIPTION:
BID DOCUMENTS
SHEET:
S-400
17565.00
BASE PLATE, ANCHOR BOLTS, AND PIER NOTES
1.
ALL ANCHOR BOLTS SHALL BE GALVANIZED ASTM F1554 GRADE 36 HEADED RODS.
2.
ALL ANCHOR BOLTS SHALL HAVE A MINIMUM 18" EMBEDMENT INTO CONCRETE.
3.
ALL COLUMNS SHALL BE CENTERED ON BASE PLATE UNLESS NOTED OTHERWISE.
4.
REINFORCE ALL PIERS WITH (8)#7 VERTICAL DOWELS WITH STANDARD HOOK INTO
FOOTING AND (8)#7 FULL HEIGHT VERTICALS. PROVIDE (2) #3 TIES AT 12"o/c UNDER
ALL COLUMNS BEARING ON PIERS. ADD TWO ADDITIONAL TIES AT TOP OF ALL PIERS.
5.
PROVIDE 1/4" LEVELING PLATE SAME SIZE AS BASE PLATE. BOTTOM OF BASE PLATE
ELEVATIONS SHALL BE 1" ABOVE TOP OF PIER OR FOOTING UNLESS OTHERWISE NOTED.
SCALE: 1 1/2" = 1'-0"
REVISIONS
RAMAPO COLLEGE
OF NEW JERSEY
SCALE: 1 1/2" = 1'-0"
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
BP2
1 1/2"
6"
9"
1'-0"
BP1
9"x3/4"x1'-2" BASE PLATE
W/ (4) 3/4"ø ANCHOR BOLTS.
1'-3"
ENGINEER:
1 1/2"
11"
1 1/2"
9"
14"x3/4"x1'-2" BASE PLATE
W/ (4) 3/4"ø ANCHOR BOLTS.
1 1/2"
9"
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
1 1/2"
PIERS AND BASEPLATES
1 1/2"
11"
1 1/2"
1'-2"
1 1/2"
1'-2"
1 1/2"
1 1/2"
1 1/2" 10" 1 1/2"
1 1/2"
11"
1'-6"
1'-1"
1 1/2"
1 1/2"
FOUNDATION NOTES
2.
CRUSHED STONE SHALL BE AN APPROVED MATERIAL MEETING THE
REQUIREMENTS OF THE FOLLOWING TABLE:
SIEVE DESIGNATION
1 3/4"
1 1/2"
1"
3/4"
3/8"
1.
ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SITE,
ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND THE
SPECIFICATIONS.
2.
ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST RECOMMENDATIONS AND
SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) AND THE LOCAL
BUILDING CODES.
% PASSING
100
90 - 100
20 - 55
0 - 15
0 - 5
ACI
ACI
ACI
3. THE MATERIAL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND
COMPACTED.
ACI
ACI
4.
ACI
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN, FROM A
TESTING FIRM APPROVED BY THE ENGINEER, A SIEVE ANALYSIS FOR
THE PROPOSED CRUSHED STONE. THE PROCEDURE SHALL BE REPEATED
UNTIL A MATERIAL MEETING THE ABOVE REQUIREMENTS IS PROVIDED.
ACI
ACI
ACI
ACI
ACI
ACI
ACI
COLD WEATHER CONSTRUCTION PROCEDURES
1
1.
3.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTINUOUSLY
PROTECT SOILS, CONCRETE, MASONRY AND OTHER BUILDING MATERIALS
FROM DAMAGE DUE TO COLD TEMPERATURES UNTIL THE BUILDING HAS
BEEN TURNED OVER TO THE OWNER. THIS SHALL INCLUDE TEMPORARY
ENCLOSURES, INSULATED BLANKETS AND TEMPORARY HEATING.
2.
ROOF DECK SHALL BE OF TYPE, GAUGE, FINISH AND MANUFACTURER AS
INDICATED ON THE DRAWINGS, OR APPROVED EQUIVALENT.
2.
COMPLY WITH PROVISIONS OF THE LATEST EDITION OF THE FOLLOWING CODES
AND STANDARDS, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED:
A.
AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
STRUCTURAL MEMBERS".
B.
SDI "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS".
C.
SDI "DIAPHRAGM DESIGN MANUAL".
D.
FACTORY MUTUAL.
3.
MATERIALS:
A.
STEEL FOR GALVANIZED STEEL DECK UNITS: ASTM A446, GRADE A, B, C,
D, E OR F WITH A MINIMUM YIELD POINT OF 33 KSI. NO OIL
PRESERVATIVE IF DECK TO BE PAINTED.
B.
STEEL FOR PAINTED STEEL DECK UNITS: ASTM A611, GRADE C, D OR E
WITH A MINIMUM YIELD POINT OF 33 KSI.
4.
FINISHES:
A.
GALVANIZING SHALL CONFORM TO ASTM A525 COATING CLASS G60.
B.
SHOP COAT OF MANUFACTURER'S STANDARD PRIMER PAINT APPLIED OVER
CLEANED AND PHOSPHATIZED STEEL.
5.
ALL CONCRETE SHALL BE NORMAL WEIGHT HAVING A MINIMUM COMPRESSIVE
STRENGTH OF 3500 PSI PSI AT 28 DAYS WITH THE FOLLOWING REQUIREMENTS:
PORTLAND CEMENT - ASTM C150, TYPE I/II.
AGGREGATE - ASTM C33, 1" MAXIMUM SIZE FOR STRUCTURAL CONCRETE (EXCEPT
SLABS-ON-GRADE) 3/8" MAXIMUM SIZE FOR STAIR FILL AND 1 1/2" MAXIMUM
SIZE FOR FOOTINGS.
USE 1 1/2" AGGREGATE FOR ALL SLABS-ON-GRADE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR
REPLACE ANY DAMAGED OR DEFECTIVE WORK, IN A MANNER APPROVED BY
THE ENGINEER.
3.
211.5R-14 RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL
WEIGHT CONCRETE
212.3R-10 GUIDE FOR USE OF ADMIXTURES IN CONCRETE - COMMITTEE
REPORT
214R-11
RECOMMENDED PRACTICE FOR EVALUATION OF COMPRESSION TEST
RESULTS OF FIELD CONCRETE
301-10
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
302.1R-15 RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB
CONSTRUCTION
304R-00
GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING
CONCRETE
305.1-14 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING
306.1-90 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING
308R-01
RECOMMENDED PRACTICE FOR CURING CONCRETE
309R-05
RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE
315-99
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES
318-14
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
347R-14
RECOMMENDED PRACTICE FOR CONCRETE FORMWORK
1.
WATER - POTABLE WITH A MAXIMUM WATER CEMENT RATIO OF 0.50.
SLUMP - 3" TO 5".
ALL PROTECTIVE AND CORRECTIVE WORK SHALL BE AT THE EXPENSE OF
THE CONTRACTOR.
ADMIXTURES - USE AIR ENTRAINING AGENT CONFORMING TO ASTM C260 WITH
4-6% TOTAL AIR. USE WATER REDUCING AGENT CONFORMING TO ASTM C494
IN ALL CONCRETE.
DESIGN MIX - SUBMIT A CURRENT (MAXIMUM 18 MONTHS OLD) DESIGN MIX OF
THE EXACT SAME MIX TO BE USED ON THE PROJECT, WITH 28 DAY
COMPRESSIVE STRENGTH TESTS, TO THE ENGINEER FOR REVIEW PRIOR TO
STARTING CONSTRUCTION.
6.
SAFETY AND PROTECTION
CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY
CONTRACTOR SHALL TAKE ALL
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO
PREVENT DAMAGE INJURY OR LOSS TO
1. ALL EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY BE AFFECTED THEREBY.
4.
ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60 (ASTM A615M
GRADE 400) EXCEPT AS OTHERWISE NOTED.
5.
LAP ALL BARS 40 DIAMETERS MINIMUM AT SPLICES UNLESS INDICATED OTHERWISE
ON THE DRAWINGS. TOP BARS TO BE SPLICED AT MIDSPAN AND BOTTOM BARS AT
SUPPORTS.
6.
2. ALL THE WORK AND ALL MATERIALS OR EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER
IN STORAGE ON OR OFF, THE SITE, AND
TREES, SHRUBS, LAWNS,
3. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING
WALKS, PAVEMENTS, ROADWAYS, STRUCTURES AND UTILITIES NOT DESIGNATED FOR REMOVAL,
RELOCATION OR REPLACEMENT IN THE COURSE OF CONSTRUCTION.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS (SPECIFICALLY INCLUDING OSHA, AND
ANY OTHER STATE ADOPTED OSHA PROGRAM), LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS
OF ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR TO
PROTECT THEM FROM DAMAGE, INJURY OR LOSS; AND SHALL ERECT AND MAINTAIN ALL NECESSARY
SAFEGUARDS FOR SUCH SAFETY AND PROTECTION.
CONTRACTOR SHALL NOTIFY OWNERS OF ADJACENT
PROPERTY AND UTILITIES WHEN EXECUTION OF THE WORK MAY AFFECT THEM.
7.
WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED OR REQUIRED, THEY SHALL
BE RUN CONTINUOUSLY AROUND CORNERS, DOWELED INTO INTERSECTING WALLS AND
LAPPED AT NECESSARY SPLICES WITH SPLICES STAGGERED WHEREVER POSSIBLE.
8.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT:
CONCRETE CAST AGAINST EARTH
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER
#5 (16) AND SMALLER
#6 (#19) AND LARGER
CONCRETE NOT EXPOSED TO EARTH OR WEATHER
SLABS, WALLS AND JOISTS
BEAMS AND COLUMNS
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND OTHER COSTS ARISING FROM ANY DAMAGE
AT THE SITE OR ADJACENT THERETO.
CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE WORK SHALL
CONTINUE UNTIL SUCH TIME AS ALL THE WORK IS COMPLETED.
9.
SIEVE DESIGNATION
3/8"
NO. 4
NO. 10
NO. 40
NO. 200
2.
% PASSING
100
80-95
50-90
20-50
0-5
THE MATERIAL SHALL BE PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO 95%
OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM
D-1557, MODIFIED PROCTOR.
3.
THE OWNER WILL TAKE DENSITY TESTS ON THE COMPACTED FILL.
DENSITY TESTS SHALL BE DONE ON EACH LIFT AT THE RATE OF ONE TEST FOR
EVERY 1000 SQUARE FEET OF COMPACTED FILL. IF THE MATERIAL TESTS LESS
THAN 95%, CORRECTIVE ACTION AND ADDITIONAL TESTING WILL BE REQUIRED.
THE ADDITIONAL TESTING AND CORRECTIVE ACTION WILL BE PAID FOR BY THE
CONTRACTOR.
4.
MATERIALS SHALL BE PLACED IN SUCH A WAY AS NOT TO DAMAGE CONCRETE
FOUNDATIONS AND ESPECIALLY THE VAPOR BARRIER.
5.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN, FROM A TESTING
FIRM APPROVED BY THE ENGINEER, A SIEVE ANALYSIS AND A LABORATORY
MOISTURE-DENSITY CURVE FOR THE PROPOSED SAND FILL. THE PROCEDURE
SHALL BE REPEATED UNTIL A MATERIAL MEETING THE SPECIFICATIONS IS
PROVIDED.
WIND LOAD
BASIC WIND SPEED
IW = 1.0
EXPOSURE = C
ACCESSORIES:
A.
RIDGE AND VALLEY PLATES AND STEEL CANT STRIPS ATTACHED DIRECTLY
TO THE STEEL DECK AS REQUIRED AND AS SHOWN ON THE PLANS TO
PROVIDE A FINISHED SURFACE FOR THE APPLICATION OF INSULATION AND
ROOFING, SHALL BE FURNISHED BY THE DECK MANUFACTURER.
B.
PROVIDE ALL OTHER ACCESSORIES INCLUDING METAL AND FLEXIBLE
CLOSURE STRIPS, SUMP PANS, ETC. NECESSARY FOR A COMPLETE
INSTALLATION.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
SHOP DRAWINGS: SUBMIT DETAILED DRAWINGS SHOWING LAYOUT, TYPE, GAUGE
AND MANUFACTURER OF DECKING, FASTENER TYPE AND SPACING AND ALL
ACCESSORIES.
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
1
3.
ALL WELDING SHALL CONFORM TO THE "STRUCTURAL WELDING CODE - ANSI/AWS D1.1" OF THE AMERICAN WELDING SOCIETY.
4.
STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING:
STRUCTURAL SHAPES
ASTM
A992, FY = 50,000 PSI
(WIDE FLANGE SHAPES)
ASTM
A36, FY = 36,000 PSI (ANGLES, CHANNELS,S-SHAPES, ETC.)
BOLTS
ASTM
A325
COLUMN ANCHOR BOLTS
ASTM
F1554 GR 36 GALVANIZED
STEEL PIPE
ASTM
A53, TYPE E OR S, GRADE B, FY = 35,000 PSI
ASTM
A500, GRADE B, FY = 42,000 PSI
STRUCTURAL TUBING
ASTM
A500, GRADE B, FY = 46,000 PSI
FOUNDATION WALLS SHALL BE POURED IN
EXCEED APPROXIMATELY 30 FEET IN ANY
CONSTRUCTION JOINTS SHALL BE PLACED
HORIZONTAL JOINTS SHALL BE PERMITTED
6.
TIGHTEN ALL BOLTS TO ACHIEVE THE MINIMUM FASTENER TENSION SPECIFIED IN TABLE 4 OF RCSC'S "SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM A325 OR A490 BOLTS". CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING LABORATORY TO TEST A MINIMUM OF
THREE BOLTS IN A DEVICE CAPABLE OF INDICATING BOLT TENSION TO VERIFY PROPER BOLT TIGHTENING PROCEDURES AND RELATE BOLT
TENSION TO TORQUE. TWIST-OFF OR T.C. BOLTS THAT MEET ASTM A325 OR A490 REQUIREMENTS ARE ACCEPTABLE.
14.
SLABS AND BEAMS SHALL BE POURED MONOLITHICALLY EXCEPT WHERE OTHERWISE
SHOWN AND SHALL BE FINISHED AS INDICATED IN THE SPECIFICATIONS (ON THE
PLANS). CONSTRUCTION JOINTS IN FRAMED SLABS SHALL BE LOCATED SO THAT
EACH INDIVIDUAL POUR DOES NOT EXCEED 750 SQUARE FEET IN AREA NOR 30 FEET IN
ANY DIRECTION. SLABS SHALL BE POURED IN ALTERNATE PANELS.
CONTRACTOR SHALL REPAIR, AT HIS EXPENSE, ALL CONCRETE SLAB DEFECTS SUCH
AS CURLING OR CRACKING. GRINDING, PATCHING, ETC. REPAIR PROCEDURES
SHALL BE APPROVED BY THE ENGINEER PRIOR TO STARTING WORK.
16.
CHAMFER EDGES OF EXPOSED BEAMS AND COLUMNS.
17.
CONCRETE TEMPERATURE DURING THE FIRST SEVEN DAYS SHALL BE MAINTAINED
BETWEEN 50 DEG.F AND 90 DEG.F. RAPID DRYING MUST BE PREVENTED.
CURING
A)
HORIZONTAL SURFACES SHALL BE KEPT CONTINUOUSLY MOIST FOR A MINIMUM
OF SEVEN DAYS.
VERTICAL SURFACES SHALL RECEIVE 2 COATS (ONE AT TIME OF STRIPPING
AND ANOTHER 3 DAYS LATER) OF AN APPROVED NON-TOXIC CURING COMPOUND.
19.
ALL FOUNDATION WALLS SHALL BE ADEQUATELY BRACED TO WITHSTAND EARTH AND
CONSTRUCTION LOAD PRESSURES. WALLS MUST BE AT LEAST SEVEN DAYS OLD
BEFORE BACKFILLING.
20.
BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE BY PLACING
SIMULTANEOUS LEVEL LAYERS ON BOTH SIDES OF THE WALL SUCH THAT THE
DIFFERENCE BETWEEN ONE SIDE AND THE OTHER DOES NOT EXCEED 24 INCHES.
SELECT BACKFILL OUTSIDE OF FOUNDATION WALL:
A)
B)
AN APPROVED MATERIAL FREE OF BOULDERS LARGER THAN 6", ORGANIC
MATERIAL, TOPSOIL AND DEBRIS.
PLACE IN MAXIMUM 8" LIFTS AND COMPACT TO 90% MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-1557.
22.
CONTRACTOR TO DESIGN, FURNISH AND INSTALL ALL TEMPORARY SHEETING,
SHORING AND BRACING NECESSARY TO SAFELY COMPLETE THE CONSTRUCTION.
23.
THE CONTRACTOR SHALL PROVIDE THE NECESSARY EQUIPMENT AND CONTINUOUSLY
DEWATER THE SITE TO FACILITATE CONSTRUCTION AND SAFE WORKING CONDITIONS.
24.
MPH
25.
SHOP DRAWINGS PREPARED IN ACCORDANCE WITH ACI STANDARDS
WILL BE REQUIRED FROM THE CONTRACTOR FOR
REINFORCING STEEL PRIOR TO CONSTRUCTION. THE REUSE, OR REPRODUCTION, OF
ANY PORTION OF THESE DOCUMENTS FOR USE AS SHOP DRAWINGS IS STRICTLY
PROHIBITED WITHOUT THE WRITTEN PERMISSION OF MCFARLAND-JOHNSON, INC.
7.
THE DESIGN OF ALL CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE STEEL FABRICATOR. COMPLETE CALCULATIONS SHALL BE
PREPARED BY A REGISTERED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO ANY
FABRICATION.
8. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED (MINIMUM 1.5 MILS DRY FILM THICKNESS) WITH AN APPROVED RUST INHIBITIVE PRIME
PAINT. STEEL SHALL BE THOROUGHLY CLEANED (ABRASIVE BLASTED) PRIOR TO PAINTING. FIELD TOUCH UP WITH THE SAME PAINT WILL BE
REQUIRED.
9.
COMPRESSIVE STRENGTH (4 CYLINDERS: ONE AT 7 DAYS, 2 AT 28 DAYS AND
RETAIN ONE FOR 56 DAYS FOR TESTING IN THE EVENT THE 28 DAY RESULTS
DO NOT MEET SPECIFICATIONS.) TAKE ONE SET OF FOUR (4) CYLINDERS FOR
EACH PLACEMENT AND NOT LESS THAN ONE SET FOR EACH 50 CUBIC YARDS.
B)
SLUMP (BEFORE AND AFTER PLASTICIZER IF USED).
C)
TEMPERATURE (AIR AND CONCRETE).
D)
AIR CONTENT.
E)
UNIT WEIGHT.
UNLESS OTHERWISE NOTED, PROVIDE LOOSE LINTELS OVER OPENINGS IN MASONRY WALLS FOR EACH 4" OF THICKNESS AS FOLLOWS:
1-L3 1/2 X 3 1/2 X 1/4 (LENGTH = M.O. + 8") FOR OPENINGS UP TO AND INCLUDING 4'-0"
1-L6X3 1/2 X 5/16 (LENGTH = M.O. + 12") FOR OPENINGS GREATER THAN 4'-0" TO 6'-0"
EXTERIOR LINTELS SHALL BE HOT DIPPED GALVANIZED.
10. THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE ALL NECESSARY GUYING AND BRACING REQUIRED TO ERECT AND
STEEL FRAME PLUMB AND SQUARE UNTIL THE ROOF DECK AND WALLS ARE INSTALLED.
HOLD THE
11. THERE WILL BE NO FIELD BURNING, CUTTING OR OTHER ALTERATIONS OF PRIMARY STRUCTURAL STEELWITHOUT THE WRITTEN
PERMISSION OF THE ENGINEER.
12. NO MASONRY CONSTRUCTION SHALL BE ALLOWED IN AN AREA WHERE THE STRUCTURAL STEEL WORK IS NOT COMPLETE, SPECIFICALLY
INCLUDING PLUMBING AND ALIGNMENT.
13. ALL ROOF DECKING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, FACTORY MUTUAL
REQUIREMENTS AND THE STEEL DECK INSTITUTE (S.D.I.) UNLESS OTHERWISE NOTED.
ALL EDGES OF THE DECKING SHALL BE PROPERLY
SUPPORTED. OPENINGS IN THE DECK EQUAL TO OR SMALLER THAN 8" IN DIAMETER OR 8" SQUARE SHALL HAVE A 20" SQUARE X 1/8"
THICK PLATE WELDED OR SCREWED TO THE TOP OF THE DECK TO SUPPORT THE OPENINGS. FOR OPENINGS LARGER THAN THE ABOVE, AN
L4X4X1/4 FRAME (BEARING ON STRUCTURAL SUPPORTS) SHALL BE USED UNLESS OTHERWISE NOTED ON PLANS.
14. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER (ARCHITECT) FOR REVIEW PRIOR TO FABRICATION FOR THE
FOLLOWING ITEMS:
STRUCTURAL STEEL
ROOF DECKING
IT IS REQUIRED THAT THE STRUCTURAL STEEL SUBCONTRACTOR PREPARE COMPLETE ERECTION DRAWINGS.
OF THESE STRUCTURAL DRAWINGS WILL NOT BE PERMITTED.
15.
DRAWN BY:
AAL
CHECKED BY:
KEC
REVISING OR PHOTOCOPYING
ALL STRUCTURAL STEEL FABRICATION AND ERECTION MUST COMPLY WITH THE LATEST REQUIREMENTS OF OSHA 29 CFR PART 1926.
GRANULAR FILL UNDER SLABS & FOOTINGS
1.
PRIOR TO PLACING GRANULAR FILL, ALL ORGANIC MATERIAL, TOPSOIL, DEBRIS
AND ANY OTHER DELETERIOUS MATERIAL SHALL BE REMOVED.
2.
GRANULAR FILL SHALL BE AN APPROVED, WELL GRADED BANK RUN OR CRUSHER
RUN GRAVEL MEETING THE REQUIREMENTS OF THE FOLLOWING TABLE:
THE OWNER WILL EMPLOY A QUALIFIED INDEPENDENT
ENGINEERING TESTING FIRM TO PERFORM STANDARD FIELD TESTING OF THE
CONCRETE WORK. CONCRETE SHALL BE TESTED FOR:
A)
4.13.2016
2.
ALL STRUCTURAL STEEL WORK SHALL, UNLESS OTHERWISE INDICATED, CONFORM TO THE "STEEL CONSTRUCTION MANUAL", SPECIFICALLY
INCLUDING THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND THE CODE OF STANDARD PRACTICE OF THE A.I.S.C. AND TO THE
REQUIREMENTS OF THE LOCAL BUILDING CODES.
13.
ALTERNATE LENGTHS, EACH POUR NOT TO
DIRECTION.
AT POINTS OF MINIMUM SHEAR. NO
EXCEPT AS SHOWN ON PLANS.
REVISION #1
1.
THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SITE, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND
PLUMBING DRAWINGS AND THE SPECIFICATIONS.
UNLESS OTHERWISE NOTED, ALL FOOTINGS, PILES, CAISSONS AND PIERS SHALL BE
CENTERED UNDER SUPPORTED MEMBER.
21.
= 130
ARCHITECT:
12.
ROOF LOAD
Ss = 0.264 g
S1 = 0.072 g
SDS = 0.211 g
SD1 = 0.081 g
SEISMIC USE GROUP = III
SEISMIC DESIGN CATEGORY = B
SITE CLASS = C
SEISMIC RESISTING SYSTEM = MOMENT FRAMES
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE
DESIGN BASE SHEAR = 6.4k
Cs = .088
R
= 3
IE = 1.25
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ALL FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDING IS
5.
ALL SHOP CONNECTIONS SHALL BE BOLTED OR WELDED.
SPECIFICALLY CALLED FOR. BOLTS SHALL BE 3/4" DIA. MINIMUM WITH OPEN HOLES 1/16" LARGER, EXCEPT FOR COLUMN GROUT PLATES
WHICH ARE 3/16" LARGER AND COLUMN BASE PLATES WHICH ARE 5/16" LARGER. CONNECTIONS NOT DETAILED SHALL BE DESIGNED FOR
THE LOADS INDICATED ON THE DRAWINGS, LOADS GIVEN IN THE AISC UNIFORM LOAD TABLES OR AS INDICATED IN THE MINIMUM
CONNECTION DETAILS,WHICHEVER IS GREATER.
B)
EARTHQUAKE LOAD
3/4"
1 1/2"
THE CONCRETE CONTRACTOR SHALL INSTALL (OR GIVE OTHER TRADES AMPLE
OPPORTUNITY TO INSTALL) ALL ANCHORS, BOLTS, PLATE, NAILERS, SLOTS,
CHASES, PIPE SLEEVES, ETC., AS REQUIRED BY OTHER TRADES. THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS.
DESIGN LOADS (ASCE 7-10)
24 PSF
1.0
1.1
1.0
1 1/2"
2"
FOOTING EXCAVATIONS SHALL BE DONE IN SUCH A MANNER AS TO DRAIN AWAY ALL
SURFACE AND GROUND WATER. EXCAVATION EQUIPMENT AND PROCEDURES SHALL BE
USED SUCH THAT FIRM SOIL BEARING CONDITIONS ARE MAINTAINED.
18.
=
=
=
=
3"
11.
15.
Pf
Ce
I
Ct
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
STRUCTURAL NOTES
FOOTINGS SHALL REST ON SUITABLE UNDISTURBED SOIL OR COMPACTED GRANULAR
FILL HAVING A MINIMUM BEARING CAPACITY OF 4000 PSF. ELEVATIONS OF
BOTTOM OF FOOTINGS ARE SHOWN ON PLANS, BUT ARE
SUBJECT TO REVISION WHEN TRUE SOIL CONDITIONS ARE EXPOSED BY EXCAVATION.
THE ENGINEER SHALL BE NOTIFIED PROMPTLY OF ANY WEAK STRATA,
WATER CONDITIONS OR OTHER POOR BEARING CONDITIONS. SEE GEOTECHNICAL REPORT
DATED 11-17-2015 BY SOR CONSULTING ENGINEERS FOR COMPLETE FOUNDATION
PREPARATION AND DEWATERING REQUIREMENTS.
SAND FILL SHALL BE AN APPROVED, WELL GRADED BANK RUN SAND MEETING THE
REQUIREMENTS OF THE FOLLOWING TABLE:
7.
INSTALLATION:
A.
STEEL DECK SHALL BE ERECTED AND FASTENED IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS AND ERECTION LAYOUTS. PUDDLE WELDS
SHALL BE AT LEAST 5/8 INCH IN DIAMETER, OR ELONGATED, HAVING AN
EQUAL PERIMETER. FILLET WELDS WHEN USED SHALL BE APPROXIMATELY
1.5 INCHES LONG.
WELD METAL SHALL PENETRATE ALL LAYERS OF DECK
MATERIAL AT END LAPS AND SIDE JOINTS AND HAVE GOOD FUSION TO THE
SUPPORTING MEMBERS. FASTENING WITH 36/7 PATTERN WITH
TWO SIDELAPS PER SPAN.
END LAPS OF SHEETS SHALL BE A MINIMUM OF 2
INCHES AND SHALL OCCUR OVER SUPPORTS.
B.
POWDER ACTUATED OR PNEUMATICALLY-DRIVEN FASTENERS, EQUIVALENT TO
THE WELDS, WILL BE CONSIDERED BY THE ENGINEER.
COMPLETE
DOCUMENTATION SHALL BE SUBMITTED.
C.
EXTREME CAUTION MUST BE USED BY THE DECK INSTALLER TO INSURE THAT
THE POWDER ACTUATED FASTENERS ARE NOT DRIVEN COMPLETELY THROUGH
THE DECK.
D.
UPLIFT LOADING: INSTALL AND ANCHOR ROOF DECK UNITS TO RESIST
GROSS UPLIFT LOADING OF 30 PSF, EXCEPT EAVE OVERHANGS SHALL
RESIST 45 PSF.
E.
ALL EDGES OF THE DECKING SHALL BE PROPERLY SUPPORTED. OPENINGS
IN THE DECK EQUAL TO OR SMALLER THAN 8" SQUARE SHALL HAVE A 20"
SQUARE X 1/8" THICK PLATE WELDED OR SCREWED TO THE TOP OF THE
DECK TO SUPPORT THE OPENINGS. FOR OPENINGS LARGER THAN THE
ABOVE, AN L4x4x1/4 FRAME (BEARING ON STRUCTURAL SUPPORTS) SHALL
BE USED UNLESS OTHERWISE NOTED ON DRAWINGS.
REVISIONS
10.
SAND FILL UNDER SLABS
1.
REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND
DURING POURING OPERATIONS USING APPROVED CHAIRS AND SPACERS AS REQUIRED.
NO BARS SHALL BE CUT OR OMITTED IN THE FIELD WITHOUT THE APPROVAL OF THE
ENGINEER. USE PLASTIC TIPPED ACCESSORIES IN CONCRETE EXPOSED TO
WEATHER, WATER OR VIEW.
SEALED:
SIEVE DESIGNATION
2"
NO. 4
NO. 100
NO. 200
3.
% PASSING
100
40-70
4-15
0-4
IF THE GRANULAR FILL IS IN CONTACT WITH A SUB-SLAB VAPOR BARRIER, IT
SHALL BE A BANK-RUN GRAVEL RATHER THAN A CRUSHER-RUN GRAVEL SO THAT
THE VAPOR BARRIER WILL NOT BE PUNCTURED THUS MAKING IT INEFFECTIVE.
4. THE MATERIAL SHALL BE PLACED IN MAXIMUM 8" LIFTS AND COMPACTED TO 95%
OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY
ASTM D-1557, MODIFIED PROCTOR.
5.
THE OWNER WILL TAKE DENSITY TESTS ON THE COMPACTED FILL.
DENSITY TESTS SHALL BE DONE ON EACH LIFT AT THE RATE OF ONE TEST FOR
EVERY 1000 SQUARE FEET OF THE COMPACTED FILL. IF THE MATERIAL TESTS
LESS THAN 95%, CORRECTIVE ACTION AND ADDITIONAL TESTING WILL BE REQUIRED.
THE ADDITIONAL TESTING AND CORRECTIVE ACTION WILL BE PAID FOR BY THE
CONTRACTOR.
6.
MATERIALS SHALL BE PLACED IN SUCH A WAY AS NOT TO DAMAGE CONCRETE
FOUNDATIONS AND FOOTINGS.
7.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN, FROM A TESTING
FIRM APPROVED BY THE ENGINEER, A SIEVE ANALYSIS AND A LABORATORY
MOISTURE-DENSITY CURVE FOR THE PROPOSED GRANULAR FILL. THE PROCEDURE
SHALL BE REPEATED UNTIL A MATERIAL MEETING THE SPECIFICATIONS IS
PROVIDED.
ISSUED:
3.24.16
DESCRIPTION:
BID DOCUMENTS
SHEET:
S-500
17565.00
PRIOR TO PLACING CRUSHED STONE, ALL ORGANIC MATERIAL, TOPSOIL,
DEBRIS AND ANY OTHER DELETERIOUS MATERIAL SHALL BE REMOVED.
RAMAPO COLLEGE
OF NEW JERSEY
1.
ROOF DECK
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
CRUSHED STONE
STANDARD NOTES
4/11/2016 5:51:28 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
4/11/2016 5:51:29 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
CONNECTION
2
W10
15 K
2
W12
24 K
2
W14
28 K
3
W16
30 K
3
W18
36 K
3
W21
56 K
4
W24
80 K
5
W27
83 K
5
W30
83 K
5
W33
98 K
6
W36
98 K
6
L/2
COAT UNPADDED
SURFACES WITH
BOND BREAKER
3 1/2"
3/16
TYPICAL
BOTH
ANGLES
3/4" CERAMAR FOAM
PADDING ON VERTICAL
FACES
SQUARE STEEL DOWELS
WITH SAWN ENDS
48 BAR DIA (2'-0" MIN.)
HOOK WHERE NECESSARY
L/2
L/2
SAW CUT OR ROUT
AND SEAL SIMILAR
TO CONTROL JOINT
ADD #5 x 4'-0" AT CORNERS
EACH FACE FOR OPENINGS
OVER 24"
INTERRUPT
REINFORCING
AT JOINT
MIN. SIZE 2-L3 1/2x3x1/4
BOLTS 3/4"∅ A325N
CONNECTIONS FOR ALL BEAMS SHALL HAVE MINIMUM
CAPACITIES AND NUMBER OF VERTICAL BOLTS LISTED
ABOVE. SEE PLANS FOR BEAMS REQUIRING LARGER
REACTIONS THAN SHOWN ABOVE INDICATED AS
FOLLOWS: 80K
PROVIDE 2 OF REINFORCING
INTERRUPTED BY OPENING
1/2 EACH SIDE OF OPENING
MINIMUM 1-#5 TOP & BOTTOM
EACH SIDE
PAINT WITH BOND
BREAKING COMPOUND
BEFORE ADJACENT
SLAB IS PLACED
CONT HIGH CHAIR (TYP)
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
D/8
x 1'-6" LONG SMOOTH
BAR DWLS @ 12" o/c CENTERED
IN SLAB - SEE DETAIL
ARCHITECT:
SLAB ON GRADE
TYPICAL BEAM TYPE 2
ANGLE FRAMING CONNECTIONS
FINISH SLAB ELEV.
CONSTRUCTION JOINT
CONCRETE SLAB
TYPICAL DETAIL OF REINFORCING
AT CONCRETE WALL OPENINGS
FILL & SEAL
PER SPEC'S
DIA.
DIA.
48 BAR
SLAB ON GRADE
TYPICAL SLAB/SUBGRADE PROFILE
ENGINEER:
SEE PLANS, SECTIONS
AND DETAILS FOR WALL
STEP DIMENSIONS
D
6" OF 3/4" MINUS CRUSHED STONE.
CONT HORIZONTAL
WALL REINFORCING
TOP OF WALL
EL. - SEE PLAN
INTERRUPT
REINFORCING
AT JOINT
VAPOR RETARDER
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
48 BAR
SAWCUT AS SOON AS
POSSIBLE WITHOUT CHIPPING
EDGE OF CONCRETE
D/4
COMPACTED
GRANULAR FILL
SEALED:
SQUARE DOWEL DETAIL
D
13.8 K
W8
L/2
MINIMUM NUMBER
VERTICAL BOLTS
c/c
MINIMUM
CAPACITY
BEAM SIZE
SCHEDULE
3" SPA
BEAM
CONTRACTION JOINT
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
1
REVISION #1
4.13.2016
TYPICAL WALL STEP DETAIL
DRAWN BY:
AAL
CHECKED BY:
KEC
#4 DWLS @ 12"
24"
16 BAR
DIA.
HOOK
MANDOOR
48
R
BA
.
D IA
WALL INTERSECTION
48 BAR DIA.
MIN "2X"
2'-0"
MAX
BOTTOM CONTINUOUS
FOOTING REINFORCING
SAME AS BOTTOM
CONT FOOTING REINF
24 BAR
8"
DIA.
MIN.
TYPICAL REINFORCING
STEPPED FOOTING DETAIL
6"
"X"
EXISTING
FOUNDATION WALL
NEW
FOUNDATION
WALL
#6 x 1'-6" DOWELS
@ 16" o/c DRIVEN INTO
3/4" DIA HOLES DRILLED
6" INTO EXISTING
FOUNDATION WALL
RAMAPO COLLEGE
OF NEW JERSEY
SEE FULL HEIGHT SECT'S
FOR DETAILS NOT SHOWN
OR NOTED
STANDARD DETAILS
8"
FINISH GRADE
TYPICAL JOINT DETAIL OF
NEW/EXISTING FOUNDATION WALL
16 BAR
EXTERIOR FACE
3/8"
INTERIOR FACE
HORIZONTAL
REINF
TO STOP AT
JOINT
1/2 OF WALL REINF
PLACED AS DOWELS
THROUGH JOINTS
HOOK CONT. INTERIOR
FACE BARS AS SHOWN
DASHED. OMIT HOOK
FOR NON-CONT. INTERIOR
FACE BARS
T
OR ADD CORNER
BARS
LAP 40 BAR DIA
DIA.
HOOK
ISSUED:
3.24.16
3/4" DEEP
LAP 48
BAR DIA.
OUTSIDE CORNER
WALL
DESCRIPTION:
BID DOCUMENTS
SHEET:
S-501
17565.00
FINISH SLAB EL.
- SEE PLAN
RCNJ No. 2014-37-01C
PHASE 2: ALTERATIONS &
ADDITION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
24"
4/11/2016 3:56:22 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
1
SYMBOLS LEGEND
DOOR SCHEDULE
WIDTH
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
HEIGHT
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
THICKNESS
0' - 2 1/4"
0' - 2 1/4"
0' - 2 1/4"
0' - 2 1/4"
0' - 2 1/4"
0' - 2 1/4"
0' - 2 1/4"
0' - 2 1/4"
0' - 2 1/4"
MAT
AL
AL
AL
AL
AL
AL
AL
AL
AL
FIN
CA
CA
BZ
BZ
BZ
CA
CA
CA
CA
FRAME TYPE
SF7
SF7B
SF6
SF6
SF4
SF13
SF7
SF8
SF7A
101
DOOR SYMBOL
MAT
AL
AL
AL
AL
AL
AL
AL
AL
AL
FIN
CA
CA
BZ
BZ
BZ
CA
CA
CA
CA
HEAD DIM
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
GLAZING TYPE
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
COMMENTS
Room name
101
HW-13-AUTO
HW-13-AUTO
HW-41
HW-41
HW-41
HW-13-AUTO
HW-13-AUTO
HW-13-AUTO
HW-13
1
WALL SECTION & SECTION DETAIL SYMBOL
SEALED:
SIM
BUILDING SECTION SYMBOL
A101
SF1
* ADDITIONAL DOOR SCHEDULES LOCATED ON I-001 & I-400
SIM
A101
1
ROOM NAME SYMBOL
MA
S TAT
S
SIM
TE
1
A101
1/4" = 1'-0"
C N
RK
N
A101
I
DOOR TYPES - ELEVATION
EXTERIOR ELEVATION SYMBOL
R EG
A1
4
E
SEY
ER OR
FULL GLASS
DOOR
NEW
OF O J
No.
16419
CT
DOOR TYPE
SF1 (3)
SF1 (3)
SF1
SF1
SF1
SF1 (2)
SF1
SF1
SF1 (2)
HARDWARE GROUP
NUMBER
TE
LOCATION
NEW VESTIBULE
NEW VESTIBULE
RETAIL DINING
RETAIL DINING
LOWER LOUNGE
RESIDENTIAL DINING
EXISTING VESTIBULE
EXISTING VESTIBULE
NEW VESTIBULE
WALL TYPE SYMBOL
SEE SCHEDULE
SEE SCHEDULE
DOOR #
100
101
102
103
104
105
107
108
111
X-X
X
R E D A RC H
I
PLAN DETAIL SYMBOL
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
SIM
1
A101
SECTION DETAIL SYMBOL
ARCHITECT:
1
Ref
Ref
1 Ref
A101
1
INTERIOR ELEVATION SYMBOL
1 Ref
XX-X
WINDOW TYPE SYMBOL
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
EXISTING FIRE EXTINGUISHER
FX-E
EXISTING FIRE EXTINGUISHER CABINET
FXC-E
NEW FIRE EXTINGUISHER, SEE
SPECIFICATION
FX-N
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
NEW FIRE EXTINGUISHER CABINET,
SEE SPECIFICATION
FXC-N
ADA COMPLIANT SYMBOL
REVISIONS
1
4/13/2016
N
SEALANT, ALL SIDES
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
ALUMINUM BREAK METAL
CLOSURE PIECE ON PRESSURE
TREATED WOOD BLOCKING,
TO MATCH EXISTING.
SEALANT, ALL SIDES
ALUMINUM WINDOW,
REFER TO SPECIFICATIONS
SHIM AS REQUIRED
SHIM, BACKER ROD, &
SEALANT, ALL SIDES.
BACKER ROD & SEALANT,
ALL SIDES
EXISTING BRICK WALL TO REMAIN.
VERIFY EXISTING ROUGH OPENING
DIMENSION IN FIELD.
BACKER ROD & SEALANT,
ALL SIDES
EXISTING BRICK SILL TO REMAIN
EXISTING BRICK & PAINTED
STEEL LINTEL TO REMAIN.
REPAIR ANY & ALL DAMAGE
DUE TO REMOVAL OF
EXISTING STOREFRONT SYSTEM.
SHIM AS REQUIRED
EQ
1
W1 JAMB DETAIL
3" = 1'-0"
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
EQ
2
TYPICAL NEW WINDOW IN EXISTING OPENING
3" = 1'-0"
3
TYPICAL HEAD DETAIL IN EXISTING BRICK WALL
3" = 1'-0"
B
BD
BLDG
BOD
BSMT
BOARD
BUILDING
BOTTOM OF DECK
BASEMENT
C
CBU
CG
CJ
CLG
CL
CLR
CMU
COL
CONC
CONT
CPT
CRS
CEMENTITIOUS BACKER UNIT
CORNER GUARDS
CONTROL JOINT
CEILING
CENTER LINE
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONTINUOUS
CARPET
COURSE(S)
D
DEMO
DF
DIA
DIM
DN
DWG
DEMOLITION
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DOWN
DRAWING
E
EA
EJ
ELEC
ELEV
EPDM
EQ
EX
EXT
EACH
EXPANSION JOINT
ELECTRIC
ELEVATION/ ELEVATOR
RUBBER ROOF MEMBRANE
EQUAL
EXISTING
EXTERIOR
F
FD
FDN
FEC
FT
FTG
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER CABINET
FOOT/FEET
FOOTING
G
GA
GALV
GC
GEN
GL
GWB
GAGE
GALVANIZED
GENERAL CONTRACTOR
GENERAL
GLASS
GYPSUM WALL BOARD
H
HC
HT
HM
HR
HVAC
HANDICAPPED
HEIGHT
HOLLOW METAL
HOUR
HEATING, VENTILATING & AC
J
JAN
JANITOR
L
LAV
LAVATORY
M
MEP
MFR
MAT
MAX
MIN
MO
MTL
MECHANICAL, ELECTRICAL, AND PLUMBING
MANUFACTURER
MATERIAL
MAXIMUM
MINIMUM
MASONRY OPENING
METAL
N
NA
NIC
NR
NTS
NOT APPLICABLE
NOT IN CONTRACT
NOT RATED
NOT TO SCALE
O
OC
OD
OPNG
OVHG
ON CENTER
OUTSIDE DIAMETER
OPENING
OVERHANG
P
+/PSF
PSI
PT
PLAM
PLUS OR MINUS
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PLASTIC LAMINATE
Q
QTY
QUANTITY
R
R
RD
REF
REQ
REV
RO
RISER
ROOF DRAIN
REFRIGERATOR
REQUIRED
REVISION
ROUGH OPENING
S
SIM
SF
SS
STL
SIMILAR
SQUARE FOOT/ FEET
STAINLESS STEEL
STEEL
T
T
TEMP
TOS
TV
TYP
TREAD
TEMPERATURE
TOP OF STEEL
TELEVISION
TYPICAL
V
VCT
VIF
VINYL COMPOSITION TILE
VERIFY IN FIELD
W
W/O
WD
WITHOUT
WOOD
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
A-001
PHASE 2: ALTERATIONS & ADDITIONS
BACKER ROD &
SEALANT, ALL SIDES
AND
AT
ACOUSTICAL CEILING TILE
ALTERNATE
ALUMINUM
AVERAGE
ABOVE FINISH FLOOR
RCNJ No. 2014-37-01C
SEALANT, ALL SIDES
A
&
@
ACT
ALT
ALUM
AVG
AFF
JNC
RAMAPO COLLEGE
OF NEW JERSEY
EXISTING WOOD ROOF
STRUCTURE TO REMAIN
CHECKED BY:
SCOTT STUDENT CENTER
RESIDENTIAL DINING
ARCHITECTURAL ABBREVIATIONS
JNC
WALL & DOOR INFORMATION
ELEVATION FROM NOTED BENCHMARK
DRAWN BY:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
NORTH ARROW
4/11/2016 3:56:28 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ALTERATION
A.4
2.9
F
E
G
H
I
J
K
M
N
Q Q.1
Q.2 Q.3
C.
D.
SF12
SF12
E.
22
F.
2.1
SF11
G.
UPPER TOWER PLAN
B
C
D
I.
J.
K.
19
WOMEN'S
LAV.
134
21
L.
20
M.
19
N.
O.
P.
MEN'S LAV.
143
Q.
18
S
I
A
R EG
1/8" = 1'-0"
TE
C N
RK
N
2
E
NEW
OF O J
SEY
ER OR
H.
SEALED:
No.
16419
CT
B.
ALL DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO THE
START OF CONSTRUCTION.
ALL DIMENSIONS GIVEN ARE TO THE FACE OF CONCRETE
MASONRY UNIT (CMU) OR TO FACE OF GYPSUM
WALLBOARD/METAL STUD CONSTRUCTION, UNLESS NOTED
OTHERWISE.
FOR PARTITION ASSEMBLY TYPES REFER TO DRAWING A001.
ALL DOORS ARE TO BE LOCATED 4" FROM WALL TO DOOR
JAMB OPENING UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR BRACING/STABILIZING
EXISTING WALLS AND STRUCTURE DURING CONSTRUCTION
(SPECIFICALLY AT NEW DOOR LOCATIONS), ATTACH
FRAME WITH "TAPCON" FASTENERS.
PATCH ALL OPENINGS IN REMAINING WALLS WHERE
MECHANICAL OR PLUMBING EQUIPMENT HAS BEEN
REMOVED. INFILL WITH LIKE MATERIAL. BLEND & SMOOTH
TO MATCH EXISTING ADJACENT CONDITIONS.
PATCH ALL HOLES IN MASONRY WALLS AND GYPSUM
WALL BOARD RESULTING FROM DEMOLITION AND
REMOVAL. INFILL WITH LIKE MATERIAL. BLEND & SMOOTH
TO MATCH EXISTING ADJACENT CONDITIONS.
FIRE STOPPING MATERIAL SHALL BE INSTALLED AROUND ALL
NEW AND EXISTING PIPES, DUCTS, CONDUITS OR OTHER
PENETRATIONS IN FIRE PARTITION, FIRE BARRIER AND FIRE
WALLS, TYPICAL. FIRE STOPPING
MATERIAL SHALL
BE INSTALLED AT JUNCTION OF NEW WALLS, FLOOR DECK
AND/OR ROOF DECK. REFER TO DRAWING G100 FOR FIRE
RESISTANCE RATING OF ALL WALLS.
REFER TO ROOM FINISH PLAN FOR ALL FINISHES AND
LOCATIONS.
ALL GYPSUM WALLBOARD INSTALLED OVER NEW OR
EXISTING WALLS SHALL EXTEND 6" ABOVE FINISH CEILING.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS FOR COORDINATION OF ALL EQUIPMENT.
COORDINATE ALL ELECTRICAL ITEMS WITH CASEWORK
DRAWINGS FOR ALL ELECTRICAL COORDINATION CUT
OUTS.
VERIFY LOCATION OF NEW KITCHEN EQUIPMENT FOR
PLACEMENT AND UTILITY CONNECTIONS. REFER TO
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS
FOR INFORMATION.
REFER TO A150'S FOR PLAN DETAILS.
PATCH FLOORS WHERE WALLS HAVE BEEN DEMOLISHED TO
MATCH EXISTING SLAB ELEVATION AND PREP FOR NEW
FLOOR FINISH. REFER TO FLOORING DRAWINGS FOR NEW
FLOOR FINISHES.
PROVIDE BLOCKING IN WALLS TO INSTALL WALL MOUNTED
EQUIPMENT (CASEWORK & ACCESSORIES).
REFER TO DRAWING A001 FOR DOOR AND WINDOW
INFORMATION.
TE
A.
SF11
MA
6
A-150
GENERAL NOTES
S TAT
A
R E D A RC H
I
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
17
EXISTING
VESTIBULE
41
1
A5
108
16
17
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
107
15
KEYED NOTES
SF8
15
RETAIL
SERVERY
4
14
1
10.3
VESTIBULE
ADDITION
42
RESIDENTIAL
SERVERY
2
13
A1. NEW WINDOW INFILL IN EXISTING CIRCULAR OPENING.
REFER TO A-002 FOR MORE INFORMATION.
A2. FLOOR INFILL AT EXISTING STAIR, REFER TO STRUCTURAL
DRAWINGS
A3. NEW CONCRETE STAIR, REFER TO I-103 FOR FINISH
A4. PAINTED STEEL EXTERIOR COLUMN. REFER TO A-302,
STRUCTURAL DWGS, & LANDSCAPING DWGS.
A5. DOOR TO HAVE HANDICAPPED ACCESS OPERATOR. REFER
TO DOOR SCHEDULE & SPECIFICATIONS.
REVISIONS
1
4/13/2016
DRAWN BY:
JNC
CHECKED BY:
AGK/JNC
SF7
SF7B
A4
10.8
A5
1
A-302
SF1
UPPER
RESIDENTIAL
DINING
1
AREA OF ALTERATIONS
EXISTING TO REMAIN
101
2
A-150
NEW
VESTIBULE
100
40
10
7
A-150
SF7A
8
9
4
4
SF13
105
A4
1
A-150
A-301
1
A-301
A4
A-302
RETAIL
DINING
34
6
A3
A4
A-200
A5
2
3
A-150
7
LOWER
RESIDENTIAL
DINING
3
SF6
6
102
SF2
5
5
2
A-201
A-200
111
A2
7.1
10.2 2
103
4
A4
8
A-300
2.9
3
A-150
3
A-150
SIM
SIM
LOWER
LOUNGE
32
A1
3
A3
A4
W1
5
1
A-001
W2
2.1
A-301
1
3
4
A-150
A-301
1.9
W3
W4
2
W2
1
SF3
9
A-300
A
A-301
A.4
B
1
10
A-201
A-300
B.7
104
SF4
C
1
SF5
E
F
G
H
I
J
K
L
M
N
O
Q Q.1
Q.2 Q.3
5
A-200
N
ISSUED:
03.24.2016
DESCRIPTION:
1
FLOOR PLAN - EXTERIOR - NOTED
BID DOCUMENTS
1/8" = 1'-0"
SHEET:
A-100
PHASE 2: ALTERATIONS & ADDITIONS
1
1
A-200
10.9
RCNJ No. 2014-37-01C
3
RAMAPO COLLEGE
OF NEW JERSEY
11
SCOTT STUDENT CENTER
RESIDENTIAL DINING
5
A-150
SF7C
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
11
A-200
FLOOR PLAN - NOTED
12
ROOF PLAN
MIN 1" TAPE OVERLAP
ROOF LEGEND
RD-N
7" OVERLAP
SKYLIGHT METAL
FLASHING
1/8" MIN.
1/2" MAX.
SKYLIGHT CURB
APPROX.
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
LAP SEALANT
NOTES:
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
SEAM TAPE
1.
2.
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
1'
2
6"
A-302
PRIOR TO INSTALLATION OF SEAM TAPE. APPLY PRIMER TO SPLICE AREAS.
SEAM TAPE IS TO BE OVERLAPPED A MINIMUM OF 1 INCH AT THE ENDS OF
EACH CUT PIECE. OVERLAY WITH FLASHING AS SHOWN ABOVE.
LAP SEALANT IS REQUIRED ON EDGES OF FLASHING USED AT TAPE OVERLAPS
AND SPLICE INTERSECTIONS.
3.
P
TY
.
3
2' - 0"
.060 EPDM ROOF MEMBRANE FULLY ADHERED
1/2" FIRESTONE-ISOGUARD HD
COVER BOARD - MOPPED
ADHERED
WATER CUT-OFF
MASTIC
STEEL ROOF DECK REFER TO
STRUCTURAL DRAWINGS
PAINTED STEEL TEE, REFER TO
STRUCTURAL DWGS. TYPICAL.
1/2" FIRESTONE-ISOGUARD HD
COVER BOARD (BASE LAYER)
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
GENERAL ROOF NOTES
NOTES:
1.
A.
METAL ROOF DECKING SEE STRUCTURAL
DRAWINGS
B.
C.
FASTEN MEMBRANE FLASHING 12" O.C. IF FASTENER PENETRATES METAL
COUNTERFLASHING, USE EPDM WASHER OR APPLY WATER CUT-OFF MASTIC OR
CAULK FASTENER HEAD.
IF VERTICAL SPLICE NOT LOCATED AT CORNER, 6" WIDE UNCURED FLASHING OR
PRESSURE SENSITIVE FLASHING MUST BE CENTERED OVER FIELD SPLICE AT ANGLE CHANGE.
PENETRATIONS IN EXISTING ROOF TO BE DONE WITH MATCHING MATERIALS &
MANUFACTURES APPROVED DETAILS
2.
3.
ALL DIMENSIONS INDICATED SHALL BE CONSIDERED TO BE
PLUS OR MINUS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.
CONTRACTOR SHALL ENSURE THAT EVERY CURB OR ROOF
PENETRATION, CONFORM TO THE REQUIRED 8" MINIMUM
HEIGHT FROM TOP OF ROOF SURFACE.
CONTRACTOR WILL DO A GOOD CLEANING OF ALL
CONSTRUCTION AREAS ON A DAILY BASIS.
THE LOCATION AND SIZE OF ROOFTOP UNITS SHOWN ON
THIS SHEET IS APPROXIMATE ONLY. FIELD VERIFY FOR
EXACT SIZES AND LOCATIONS.
CONTRACTOR SHALL PREVENT ANY MATERIAL FROM
ENTERING THE BUILDING THROUGH OPENINGS IN THE
EXISTING ROOF DECK.
ALL MECHANICAL UNITS AND CURBS ARE TO BE
CRICKETED WITH TAPERED EDGE STRIPS FOR POSITIVE
DRAINAGE.
MINIMUM 2" THICKNESS OF INSULATION AT THE ROOF
DRAINS THROUGHOUT UNLESS OTHERWISE NOTED.
CONTRACTOR TO PROTECT ALL ITEMS INDICATED TO
REMAIN FROM DAMAGE DURING CONSTRUCTION.
CONTRACTOR HAS USE OF BUILDING'S POWER FOR
POWER TOOLS.
CONTRACTOR SHALL BLOCK ROOF DRAINS DURING
REMOVALS TO PREVENT DEBRIS FROM GETTING INTO THE
LINES. DRAINS SHALL BE KEPT OPEN AND RUNNING WHEN
NO WORK IS BEING PERFORMED.
CONTRACTOR SHALL EXERCISE EXTREME CARE DURING
REMOVALS AROUND EXISTING MECHANICAL UNITS SO AS
TO NOT DAMAGE EXISTING ELECTRICAL CONNECTIONS
AND SUPPLY/RETURN PIPING LINES.
CONTRACTOR TO VERIFY THAT ALL EXISTING ROOF DRAINS
ARE CLEAN AND FUNCTIONING. REPORT TO OWNER ANY
NON-FUNCTIONING ROOF DRAINS.
ALL DAMAGED WALKWAYS, LAWN, AND LANDSCAPED
AREAS DAMAGED DURING CONSTRUCTION ARE THE
RESPONSIBILITY OF THE CONTRACTOR TO REPLACE AND
RETURN TO ORIGINAL CONDITIONS BEFORE
CONSTRUCTION.
RIGID ROOF INSULATION
D.
E.
F.
G.
RIGID ROOF INSULATION
ROOF DRAIN
NOTE:
1.
2.
3.
4.
1/2" HD COVER BOARD
HOT AIR WELD
DRAIN STRAINER
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
2x P.T. WOOD
BLOCKING
H.
5
ROOF DETAIL @ CURB
I.
J.
1 1/2" = 1'-0"
PROVIDE A 4'-0" x 4'-0" TAPERED SUMP w/ 12" WIDE WOOD FIBER TAPERED EDGE STRIPS.
ALL BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT COMPRESSION ON WATER CUT-OFF MASTIC.
HOLE IN MEMBRANE MUST EXCEED SIZE OF DRAIN PIPE.
NEW ROOF DRAINS TO BE SET SO THAT LIP OF THE NEW DRAIN BOWL IS 2" ABOVE STEEL DECK.
K.
L.
4
TYPICAL ROOF DRAIN DETAIL
M.
1 1/2" = 1'-0"
SEALED:
E
S
I
C
L
EPDM MEMBRANE,
FULLY ADHERED
NEW
OF O J
TE
C N
RK
N
FLASHING MEMBRANE
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
FASTENING PLATE
@ 12" O.C. MAX
CRICKET TO PROMOTE POSTIVE
DRAINAGE TOWARDS ROOF DRAIN
R EG
12" W. WOOD FIBER TAPERED
EDGE STRIPS
CURED EPDM
MEMBRANE
LAP SEALANT
EXPANSION JOINT
SEY
ER OR
1 1/2" = 1'-0"
FLASH ALL OUTSIDE CORNERS WITH
TWO (2) PIECES OF UNCURED
FLASHING.
IN-SEAM SEALANT
REQUIRED ON ALL
CURED-TO-CURED
SPLICES APPROX. 1/2"
FROM EDGE.
3" MIN
.
SPLICING CEMENT
BONDING ADHESIVE
STEEL ANGLES
OPENING SUPPORTS SEE STRUCTURAL
DWGS.
TYPICAL ROOF SEAM DETAIL
EPDM MEMBRANE OR
CLEAN CURED
FLASHING
No.
16419
CT
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
NEW ROOF DRAIN WITH 4' x 4' ROOF SUMP
UNLESS OTHERWISE NOTED- SEE DETAIL
TE
RIGID ROOF
INSULATION
6" X 6" WIDE FLASHING MUST BE
CENTERED OVER SPLICE TAPE
OVERLAP AS SHOWN
MA
7" WIDE SEAM TAPE
1/2" FIRESTONE-ISOGUARD
HD COVER BOARD
EPDM MEMBRANE FULLY ADHERED
S TAT
4/11/2016 3:56:34 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
R E D A RC H
I
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
1
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
4/13/2016
ROOF LEVEL NOTES
•
CHECKED BY:
JNC
1/2" EXTERIOR GRADE SHEATHING MECHANICALLY
ATTACHED TO METAL DECK
VAPOR BARRIER
FLAT & TAPERED ISOCYANURATE ROOF INSULATION, 1ST
BASE LAYER OF 3" (4'x8' BOARDS)MECHANICALLY
ATTACHED AND 2ND LAYER OF 2" STAGGERED JOINTS
(4'x4" MAX BOARDS) FULLY ADHERED.
TREATED PRESSURE-TREATED WOOD BLOCKING WHERE
REQUIRED BY MANUFACTURER
18" WIDE TAPERED EDGE STRIPS IN HOT ASPHALT TO
EQUAL THICKNESS OF TREATED BLOCKING TO PROVIDE
SMOOTH TRANSITION WHERE INSULATION DOES NOT
EQUAL BLOCKING THICKNESS
HD COVER BOARD (FULLY ADHERED) AS FINAL LAYER
FULLY ADHERED WHITE EPDM ROOF MEMBRANE - 20 YR.
WARRANTY SYSTEM
METAL FASCIA SYSTEM
•
•
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
1
•
7
•
A-302
2
ROOF PLAN - SUN SHADE
RD-N
1/4" = 1'-0"
3
•
•
Sim
•
A-171
1/4"/1'
SLOPE
5
Sim
NEW ROOF
LEVEL D
EXISTING ROOF LEVELS:
NOT IN CONTRACT
A-171
5
NEW ROOF
LEVEL C
RD-N
A-302
HP
HP
LP
RD-N
A-302
1/4"/1' SLOPE
1
SLOPE
HP
SLOPE
EXPANSION JOINT ALONG
EXISTING BUILDING
2
A-170
TEMPERED GLASS
PANELS ABOVE
PAINTED METAL
CANOPY & COLUMNS
PANEL SCHEDULE
HP
4
A-301
1/4"/1'
SLOPE
2
A-302
EXISTING ROOF
TO REMAIN
4
A-171
EXISTING ROOF TO REMAIN
HP
7
1/4"/1' SLOPE
NEW ROOF
LEVEL A
1
A-171
8
A-171
THICKNESS
SIZE
SLOPE
AA
TAPERED
0.5" - 1.0"
4' x 4'
1/8" PER FT
A
TAPERED
1.0" - 1.5"
4' x 4'
1/8" PER FT
B
TAPERED
1.5" - 2.0"
4' x 4'
1/8" PER FT
C
TAPERED
2.0" - 2.5"
4' x 4'
1/8" PER FT
X
CRICKET
0.5" - 1.5"
4' x 4'
1/4" PER FT
Y
CRICKET
1.5" - 2.5"
4' x 4'
1/4" PER FT
2.0"
FILL
2.0"
4' x 4'
N/A
1.
ALL TAPERED INSULATION SHALL BE POLYISOCYANURATE
2.
DRAWINGS ONLY SHOW PENETRATIONS THAT HAVE BEEN DESIGNED TO
RECEIVE POLYISOCYANURATE CRICKETS OR PENETRATIONS THAT
OBSTRUCT POSITIVE DRAINAGE PATTERNS. ROOFER TO SUPPLY ALL OTHER
REQUIRED CRICKET MATERIALS.
3.
CONTRACTOR TO TRANSITION PERIMETER CONDITIONS AS REQUIRED.
4.
CONTRACTOR TO PROVIDE TAPERED EDGE ROOF SUMPS AS REQUIRED.
EXPANSION JOINT ALONG
EXISTING BUILDING
A-300
1/2" H.D. WOOD FIBERBOARD INSULATION
.5"
LP
TYPE
PANEL SCHEDULE NOTES:
HP
THROUGH WALL
SCUPPER
PANEL
RAMAPO COLLEGE
OF NEW JERSEY
A-171
Sim
ROOF PLAN
4
AA
1.0"
A
1.5"
B
THE OUTLINE OF
THE WALL BELOW
2.0"
2.5"
C
3.0"
AA'
2"
2"
HP
7
NEW ROOF
LEVEL B
LP
HP
.5"
2"
2"
2"
A-300
THROUGH WALL SCUPPERS
(4) EXTERIOR TOWER LIGHT FIXTURE
X
1/2" H.D. WOOD FIBERBOARD INSULATION
1.5"
2.5"
3.5"
Y
X'
ISSUED:
03.24.2016
HP
2"
1/4"/1'
SLOPE
9
SLOPE
PYRAMID SHAPED SKYLIGHT
2"
2"
RD-N
1/4"/1'
SLOPE
PAINTED METAL
COLUMNS & SUN SHADE
RD-N
2"
TAPERED PROFILE AT 1/8" PER FOOT
NOTE: HIGH POINTS SHOWN ABOVE
INDICATE TOTAL THICKNESS OF CRICKET
SYSTEM ABOVE 4" RIGID INSULATION SYSTEM
EXISTING ROOF TO REMAIN
LP
A-301
2"
A-171
A-171
1
2"
2"
2
Sim
2"
2"
HP
2"
2"
2"
2"
2"
2"
CRICKET PROFILE AT 1/4" PER FOOT
10
A-300
N
NOTE: HIGH POINTS SHOWN ABOVE
INDICATE TOTAL THICKNESS OF CRICKET
SYSTEM ABOVE 4" RIGID INSULATION SYSTEM
DESCRIPTION:
BID DOCUMENTS
SHEET:
1
ROOF PLAN
1/8" = 1'-0"
A-170
PHASE 2: ALTERATIONS & ADDITIONS
JNC
RCNJ No. 2014-37-01C
DRAWN BY:
SCOTT STUDENT CENTER
RESIDENTIAL DINING
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
ROOF CONTRACTOR TO PROVIDE THE FOLLOWING
SYSTEM FROM ROOF DECK UP:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
NEW ROOF LEVEL A, B, C, & D
TAPERED RIGID INSULATION,
REFER TO ROOF PLAN
12
Sim
8
A-171
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
Q
6
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
METAL PANEL SOFFIT
EXTRUSION w/ WEEPS
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED.
METAL PANEL SOFFIT,
REFER TO SPECIFICATIONS
SF11
SEAM EDGE TREATMENT
SURFACE MOUNTED TWO
PIECE COUNTER FLASHING
ROOF SYSTEM
•
•
•
•
•
SPONGE TUBING, 1.5 TIMES LARGER THAN GAP
EPDM CRADLE PACKED w/ INSULATION
PT WOOD BLOCKING TO MATCH
NEW ROOF INSULATION HEIGHT
EPDM FLASHING
S TAT
MA
2"
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO I-102 FOR FINISHES.
3
STRUCTURAL BEAM, REFER TO
STRUCTURAL DWGS.
2
1 1/2" = 1'-0"
6" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
SLOPE
CONTINUOUS SEALANT
(BEYOND)
2" RIGID INSULATION
EPDM CRADLE PACKED w/ INSULATION
SPLICE ADHESIVE
EPDM MEMBRANE
FLASHING, FULLY ADHERED
SEAM EDGE TREATMENT
1/2" HD COVER BOARD
PT WOOD BLOCKING TO MATCH
NEW ROOF INSULATION HEIGHT
2" RIGID INSULATION
6
4"
ALUMINUM FASCIA ON (2) 3/4"
PLYWOOD, REFER TO SPECIFICATIONS
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
METAL PANEL SOFFIT,
REFER TO SPECIFICATIONS
PAINTED STEEL, REFER TO
STRUCTURAL DWGS.
BACKER ROD & SEALANT
ALUMINUM DOWNSPOUTPROVIDE STRAPS AS
REQUIRED TO PROVIDE
STABILITY- ALIGN
DOWNSPOUT w/ VERTICAL
PAINTED STEEL CHANNEL OF
CORNER. REFER TO
PLUMBING DWGS. FOR SIZE.
PT WOOD BLOCKING TO MATCH
NEW ROOF INSULATION HEIGHT
BRICK WALL ROOF EDGE DETAIL
1 1/2" = 1'-0"
24"x24" CONCRETE SPLASH
BLOCK ON SLIP SHEET @ BASE
OF DOWNSPOUT (BEYOND)
EPDM FLASHING
•
4"
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
SLOPE
BACKER ROD & SEALANT
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
1/2" EXT. GRADE SHEATHING
(BOTH SIDES) ON 6" 18 Ga. METAL
STUDS FRAMING @ 16" O.C.
1" SPANDREL PANEL,
REFER TO SPECIFICATIONS
•
•
•
•
ROOF DETAIL @ SECOND FLOOR STOREFRONT
•
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
2' - 0"
PERIMETER STEEL ANGLE,
REFER TO STRUCTURAL DWGS.
ROOF SYSTEM
STRUCTURAL BEAM, REFER TO
STRUCTURAL DWGS.
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
METAL PANEL BASE EXTRUSION
w/ WEEPS & FLASHING
1/2" EXT. GRADE SHEATHING
ON 2 1/2" 20 Ga. METAL
STUDS FRAMING @ 16" O.C.
PANEL CLIP & FASTENER @
VERTICAL JOINTS, SET IN SEALANT.
2" INSULATED METAL PANEL,
CLIPPED TO STRUCTURAL BEAM
1 1/2" = 1'-0"
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO I-102 FOR FINISHES.
FLASHING
METAL PANEL SOFFIT
EXTRUSION w/ WEEPS
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
6"
METAL PANEL SOFFIT,
REFER TO SPECIFICATIONS
T.O.PARAPET
15' - 8"
5
COMPRESSIBLE FILLER
VARIES
SHEET MEMBRANE AIR VAPOR
BARRIER ON 1/2" EXT. GRADE
SHEATHING
2" INSULATED METAL PANEL
VESTIBULE HIGH TO LOW ROOF
1 1/2" = 1'-0"
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER
ON 1/2" EXT. GRADE SHEATHING
9
1/2" EXT. GRADE SHEATHING ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
METAL PANEL ROOF EDGE DETAIL
12
1 1/2" = 1'-0"
6
FULL HEIGHT MORTAR NET
EPDM MEMBRANE, FULLY ADHERED
SKYLIGHT, REFER TO SPECIFICATIONS
BRICK MASONRY W/ MASONRY
ANCHORS @ 16" O.C. (VERT. & HORIZ.)
SPLICE ADHESIVE
SKYLIGHT SILL, REFER TO SPECIFICATIONS
FULL HEIGHT MORTAR NET
CAVITY VENT @ 24" O.C.
SEAM EDGE TREATMENT
CONTINUOUS SEALANT
BRICK MASONRY W/ MASONRY
ANCHORS @ 16" O.C. (VERT. & HORIZ.)
TWO PIECE THRU-WALL
COUNTERFLASHING & TERMINATION
BAR w/ CONTINUOUS SEALANT
FULLY WELDED SHEET METAL SCUPPER
SLEEVE, REFER TO SPECIFICATIONS
•
•
•
•
•
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
ALUMINUM FLASHING APRON,
ANCHORED TO CURB, SET IN
CONTINUOUS SEALANT
2" RIGID INSULATION
TWO PIECE THRU-WALL
COUNTERFLASHING & TERMINATION
BAR w/ CONTINUOUS SEALANT
SHEET MEMBRANE AIR VAPOR BARRIER
ON 1/2" EXT. GRADE SHEATHING
4" SOLID CONCRETE MASONRY UNITS
2x PRESSURE TREATED WOOD BLOCKING
5/8" GYPSUM WALL BOARD ON 3 5/8" 20
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO I-102 FOR FINISHES.
TOWER BOTTOM
OF DECK
21' - 6"
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
CAVITY VENT @ 24" O.C.
8" MIN.
ROOF SYSTEM
GYPSUM J MOLD
FINISH EDGE
8" MIN.
STEEL ANGLE, REFER TO STRUCTURAL DWGS.
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
SKYLIGHT RAFTER (BEYOND),
REFER TO SPECIFICATIONS
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
ROOF SYSTEM
•
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
RAMAPO COLLEGE
OF NEW JERSEY
135
°
5/8" GYPSUM WALL BOARD
ON 3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C. REFER TO
I-200 FOR FINISHES.
•
•
•
•
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
STEEL TUBE, REFER TO
STRUCTURAL DWGS.
SLOPE
JNC
ROOF SYSTEM
STOREFRONT SYSTEM
MULLION COVER
FLASHING w/
CONTINUOUS SEALANT
V.I.F.
PRESSURE SENSITIVE CURE COVER
STRIP w/ CONTINUOUS LAP SEALANT
CHECKED BY:
ROOF DETAILS
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
•
•
•
•
JNC
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
CAVITY VENT @ 24" O.C.
DRAWN BY:
ALUMINUM BRAKE WRAP FASCIA ON
(2) 3/4" EXTERIOR GRADE PLYWOOD,
REFER TO SPECIFICATIONS
TWO PIECE COUNTERFLASHING
w/ TERMINATION BAR &
SEALANT 12" O.C. w/
CONTINUOUS SEALANT
(BEYOND)
NEW STOREFRONT SYSTEM,
REFER TO A-002.
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C. CLIP TO
EXISTING BEAM.
SLOPE
4/13/2016
EPDM FLASHING (BEYOND)
2"
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
1
FULL HEIGHT MORTAR NET
PERIMETER STEEL ANGLE,
REFER TO STRUCTURAL DWGS.
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
REVISIONS
2" RIGID INSULATION
1/2" EXT. GRADE SHEATHING ON 6" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
0.060 EPDM MEMBRANE,
FULLY ADHERED
ROOF SYSTEM
•
•
•
•
•
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
5/8" GYPSUM WALL BOARD ON 3 5/8" 20
Ga. METAL STUDS FRAMING @ 16" O.C.
REFER TO I-200 FOR FINISHES.
STEEL ANGLE, REFER TO STRUCTURAL DWGS.
STEEL BEAM, REFER TO STRUCTURAL DWGS.
CORNER BEAD, TYPICAL
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
STEEL BEAM, REFER TO STRUCTURAL DWGS.
SHEET:
7
SCUPPER DETAIL
1 1/2" = 1'-0"
8
SKYLIGHT ROOF DETAIL
1 1/2" = 1'-0"
10
BRICK WALL TO ROOF DETAIL
1 1/2" = 1'-0"
A-171
PHASE 2: ALTERATIONS & ADDITIONS
SPONGE TUBING, 1.5 TIMES LARGER THAN GAP
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
SHEET MEMBRANE AIR VAPOR
BARRIER ON 1/2" EXT. GRADE
SHEATHING, BOTH SIDES.
RCNJ No. 2014-37-01C
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING
@ 16" O.C. FILLED w/ UNFACED
BATT INSULATION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
5/8" GYPSUM WALL BOARD ON 3 5/8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO I-102 FOR FINISHES.
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
BRICK MASONRY W/
MASONRY ANCHORS @ 16"
O.C. (VERT. & HORIZ.)
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
8"
ROOF SYSTEM
EPDM MEMBRANE,
FULLY ADHERED
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
2x PRESSURE TREATED WOOD BLOCKING
TWO PIECE COUNTERFLASHING &
TERMINATION BAR w/
CONTINUOUS SEALANT
CAVITY VENT @ 24" O.C.
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
EPDM FLASHING
(BEYOND)
ENGINEER:
SCOTT STUDENT CENTER
RESIDENTIAL DINING
GYPSUM J MOLD FINISH EDGE
•
T.O.PARAPET
15' - 8"
COMPRESSIBLE FILLER
4"
BACKER ROD & SEALANT, ALL SIDES
TERMINATION BAR &
SEALANT 12" O.C. w/
CONTINUOUS SEALANT
(BEYOND)
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
8"
NEW STOREFRONT SYSTEM, REFER TO
A-002. ALIGN HEAD OF NEW STOREFRONT
TO LOCATION OF REMOVED
STOREFRONT.
SHIM AS REQUIRED
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
3"
3/4" = 1'-0"
•
•
•
•
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
6"
ROOF SYSTEM
TOWER ROOF DETAIL
2' - 10"
ARCHITECT:
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
BRICK MASONRY W/ MASONRY
ANCHORS @ 16" O.C. (VERT. & HORIZ.)
6" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
I
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
NEW VESTIBULE ROOF TO EXISTING BRICK WALL
1 1/2" = 1'-0"
NEW ROOF TO EXISTING BRICK WALL @
EXPANSION JOINT
COMPRESSIBLE FILLER
4
R E D A RC H
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
•
TE
No.
16419
Sim
10
A-171
RUBBER WALKWAY
PAD, ALIGN UNDER
COMPLETE PERIMETER
OF ROOF EDGE ABOVE
•
•
•
•
S
I
STRUCTURAL STEEL
BEAMS, REFER TO
STRUCTURAL DWGS.
T.O.PARAPET
15' - 8"
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
C N
RK
N
R EG
ROOF SYSTEM
E
NEW
OF O J
SEY
ER OR
5
A-300
1
SEALED:
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
Sim
1
•
TERMINATION BAR &
SEALANT 12" O.C. w/
CONTINUOUS SEALANT
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
STOREFRONT WINDOW
SYSTEM, REFER TO A002
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
•
SURFACE MOUNTED TWO
PIECE COUNTER FLASHING
EPDM FLASHING
2" RIGID INSULATION
•
•
•
•
CONTINUOUS SEALANT
TERMINATION BAR &
SEALANT 12" O.C. w/
CONTINUOUS SEALANT
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
ROOF SYSTEM
EXISTING BRICK WALL
TO REMAIN
CT
SELF ADHERING FLASHING TAPE
CONTINUOUS SEALANT
TE
3 5/8" METAL STUD @ 16" O.C., w/
CLIP ANGLE BACK TO STEEL BEAM,
FILL w/ UNFACED BATT INSULATION
2" INSULATED METAL PANEL,
CLIPPED TO STRUCTURAL BEAM
SPLICE ADHESIVE
8" MIN.
4"
EXISTING BRICK WALL
TO REMAIN
TOWER BOTTOM
OF DECK
21' - 6"
1' - 8"
1/2" EXT. GRADE SHEATHING
(BOTH SIDES) ON 6" 18 Ga. METAL
STUDS FRAMING @ 16" O.C.
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
1/4"/1' SLOPE
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
•
•
•
•
Q.1
2.9
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
8" MIN.
4/11/2016 3:56:38 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
4/11/2016 3:56:43 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
6' - 4"
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
2' - 11 5/8" 9"
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
3' - 7 1/8"
PAINTED STEEL TUBE, REFER
TO STRUCTURAL DWGS.
Q.1
PAINTED STEEL STRUCTURE,
REFER TO STRUCTURAL DWGS.
5/8" GYPSUM WALL BOARD
PAINTED. REFER TO I-101 FOR
FINISH INFORMATION.
4
I
MA
S TAT
3' - 7 1/8"
ARCHITECT:
2' - 6"
9" 2' - 8 3/8"
NEW VESTIBULE EXTERIOR VIEW
R E D A RC H
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
TYP
16' - 3"
5
TE
No.
16419
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
45°
8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C. w/
UNFACED BATT INSULATION
S
C N
RK
3/4" SILICONE JOINT BETWEEN
GLASS PANELS, TYPICAL
6' - 3"
6' - 4"
Q
SLOPE
SHEET MEMBRANE AIR VAPOR
BARRIER ON 1/2" EXT. GRADE
SHEATHING.
SLOPE
I
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
R EG
ALUMINUM GUTTER
BETWEEN STOREFRONT
& CANOPY STRUCTURE
3' - 3 1/8"
EPDM ROOFING SYSTEM,
FULLY ADHERED
E
NEW
OF O J
N
20' - 5"
CORNER BEAD, TYPICAL
SEALED:
SEY
ER OR
TWO PIECE COUNTERFLASHING
& TERMINATION BAR w/
CONTINUOUS SEALANT
3/4" LAMINATED GLASS CANOPY ON
ADJUSTABLE "SPIDER" GLASS MOUNT
BOLTED TO PAINTED STEEL TUBE,TYPICAL.
REFER TO SPECIFICATIONS
CT
BACKER ROD & SEALANT, ALL SIDES
TE
SHIM AS REQUIRED
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
PAINTED 8'x1/2"x2" STEEL
PLATE ON (3) 8"x1/2"x1"
STEEL PLATE SPACERS, REFER
TO STRUCTURAL DWGS.
3
FLASHING DETAIL
3' - 3 7/8"
3' - 2 3/4"
6' - 3"
GLASS CANOPY DIMENSION PLAN
1 1/2" = 1'-0"
1/4" = 1'-0"
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
EXISTING WINDOW
SYSTEM TO REMAIN
Q.2
Q.3
ROOF SYSTEM
•
•
•
•
0.060 EPDM MEMBRANE, FULLY ADHERED
1/2" HD COVER BOARD
5" TAPERED RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON 1/2"
EXTERIOR GRADE SHEATHING
METAL ROOF DECK, REFER TO STRUCTURAL DWGS.
•
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
1
EPDM FLASHING
1
BACKER ROD & SEALANT
Sim
5
A-171
EPDM ROOFING SYSTEM,
FULLY ADHERED
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
STOREFRONT SYSTEM,
REFER TO A-002
6
1' - 9 1/2"
2' - 4"
CANOPY DETAIL
1 1/2" = 1'-0"
BLOCKING, AS REQUIRED
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
8"
EXISTING STRUCTURAL
BEAM TO REMAIN.
EXPOSE EXISTING BEAM,
CLEAN, PRIME, & PAINT.
1' - 9 1/2"
8"
13' - 0"
11' - 8"
STOREFRONT DOOR
SYSTEM, REFER TO A-001
2x WOOD BLOCKING,
AS REQUIRED
8"
GYP RETURN @ BEAM
9"
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
1/2"
CONCEAL ELECTRICAL
CONDUIT WITHIN COLUMN.
1"
90
°
1' - 0"
1/2"
NOTE: PROVIDE 1/4" STEEL
PLATE TOP CAP, SCRIBE TO
FIT COLUMN SHAPE
8"
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
8' - 0"
PAINTED 8'x1/2"x2" STEEL
PLATE ON (3) 8"x1/2"x1" STEEL
PLATE SPACERS, REFER TO
STRUCTURAL DWGS.
1"
PAINTED 8'x1/2"x2" STEEL
PLATE ON (3) 8"x1/2"x1"
STEEL PLATE SPACERS, REFER
TO STRUCTURAL DWGS.
9' - 4"
EXTERIOR
4' - 10"
INTERIOR
3' - 0"
10' - 0"
13' - 8"
STOREFRONT DOOR
SYSTEM, REFER TO A-001
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
1' - 0"
1" 2"
8"
8"
2" 1"
3' - 0"
8"
Sim
2
A-301
MAIN LEVEL
0' - 0"
PAINTED 8'x1/2"x2" STEEL
PLATE ON (3) 8"x1/2"x1"
STEEL PLATE SPACERS, REFER
TO STRUCTURAL DWGS.
2' - 0"
8"
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
8"
8"
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
RES-LOWERLEVEL
-1' - 8"
MIN.
CONCRETE FOUNDATION
& FOOTING, REFER TO
STRUCTURAL DWGS.
CONCRETE FOUNDATION
& FOOTING, REFER TO
STRUCTURAL DWGS.
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
1
NEW VESTIBULE SECTION
3/4" = 1'-0"
2
SUN SHADE COLUMN DETAIL
3/4" = 1'-0"
A-302
PHASE 2: ALTERATIONS & ADDITIONS
6
A-302
BLOCKING, AS REQUIRED
2' - 4"
10"
GYP RETURN @ BEAM
8' - 3"
3/4" CLEAR SILICONE JOINT,
PER GLASS CANOPY
MANUFACTURER'S
RECONMADATIONS.
RCNJ No. 2014-37-01C
1' - 0"
3/4" LAMINATED GLASS CANOPY
ON ADJUSTABLE "SPIDER" GLASS
MOUNT BOLTED TO PAINTED STEEL
TUBE, REFER TO SPECIFICATIONS
PAINTED STEEL TEE, REFER
TO STRUCTURAL DWGS.
2' - 6"
3/4" LAMINATED GLASS CANOPY
ON ADJUSTABLE "SPIDER" GLASS
MOUNT BOLTED TO PAINTED STEEL
TUBE, REFER TO SPECIFICATIONS
4"
2' - 6"
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
8"
6"
1' - 4"
6"
4' - 10"
8" 18 Ga. METAL STUDS FRAMING @ 16"
O.C. w/ UNFACED BATT INSULATION &
5/8" GYPSUM WALL BOARD (BOTH SIDES)
JNC
PAINTED 1/4" STEEL PLATE
TOP CAP, SCRIBE TO FIT
COLUMN SHAPE
ALUMINUM GUTTER SYSTEM
ATTACHED TO CANOPY STRUCTURE
1/4"/1' SLOPE
FIN TUBE, REFER TO MECHANICAL DWGS.
CHECKED BY:
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
CLEAR SILICONE JOINT
8"
ALUMINUM GUTTER SYSTEM
ATTACHED TO CANOPY STRUCTURE
5' - 10"
NEW ROOF TO EXISTING WALL DETAIL
1 1/2" = 1'-0"
PAINTED STEEL STRUCTURE,
REFER TO STRUCTURAL DWGS.
1" SPANDREL PANEL, REFER
TO SPECIFICATIONS. BEYOND
JNC
RAMAPO COLLEGE
OF NEW JERSEY
7
PAINTED 1/4" STEEL PLATE
TOP CAP, SCRIBE TO FIT
COLUMN SHAPE
PAINTED STEEL STRUCTURE,
REFER TO STRUCTURAL DWGS.
DRAWN BY:
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
1' - 0"
1' - 0"
1 1/2"
OVHG
4/13/2016
SCOTT STUDENT CENTER
RESIDENTIAL DINING
4
A-302
REMOVE EXISTING MULLION
COVER & PROVIDE NEW
MULLION COVER FLASHING
w/ CONTINUOUS SEALANT
WALL SECTIONS
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
4/11/2016 3:56:57 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
EQUIPMENT PLAN
GENERAL NOTES
1
EXISTING COLD WELL
EXISTING HOT WELL
EXISTING HOT WELL
EXISTING FRYER
EXISTING CONVECTION OVEN
EXISTING HOT WELL
EXISTING REFRIDGERATOR
EXISTING WALL MOUNTED SINK
F.
THE SCOPE OF THE WORK INCLUDES ANY PATCHING OF SURFACE
MATERIALS, PAINTING, AND ANY ADDITIONAL WORK NOT
INDICATED HERE AS A RESULT OF DEMOLITION AND COMPLETION
OF A FINISHED INSTALLATION.
H.
EXISTING COLD WELL
EXISTING HAND SINK
G.
I.
J.
•
•
SUNIL KARDAR
AEROWERKS, INC.
905-363-6999
DEMOLITION NOTES
R E D A RC H
3.
4.
5.
6.
7.
8.
9.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
REMOVE AND STORE FOR RELOCATION.
REMOVE EQUIPMENT AND ASSOCIATED
STANDS/HARDWARE.
KITCHEN EQUIPMENT TO REMAIN - PROVIDE PROTECTION
OF EQUIPMENT DURING WORK IN THIS AREA.
EXISTING HOOD TO REMAIN - PROVIDE PROTECTION OF
EQUIPMENT DURING WORK IN THIS AREA.
REMOVE DISHROOM ACCUMULATOR, COORDINATE
DISCONNECTS WITH OTHER TRADES.
REMOVE EXISTING DOOR & ASSOCIATED DOOR
HARDWARE.
REMOVE EXISTING METAL STUD, GYPSUM BOARD, &
METAL MESH PARTITION FROM THE FLOOR TO THE
UNDERSIDE OF DECK TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE DISCONNECTS WITH
OTHER TRADES.
REMOVE MILLWORK IN IT'S ENTIRETY.
REMOVE PORTION OF MILLWORK - REFER TO NEW
MILLWORK SERVERY PLAN FOR EXTENT.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
PIZZA
1
EQ12
EQ12
D3
D4, ABOVE
D2
11
EQ10
14
10
Q1
E8
EQ9
EQ14
D2
EQ23
D3
D1
EQ15
HOMETOWN
D3
D4, ABOVE
D2
D1
EQ5
D2
EQ8
9
EQ8
D4, ABOVE
6
NEW WORK EQUIPMENT NOTES
EQ23
8
HOMETOWN
Q1
Q1
EQ15
1.
4
5
GRILL
3
D1
EQ4
DESSERT
D2
D3
EQ4
DESSERT
Q1
7
EQ16
EQ3
Q1
Q1
D2
D1
EQ3
D2
D2
EQ20
Q1
D1
EQ2
19
D1
EQ1
SANDWICH
Q1
17
ADD/ALT 1
EQUIPMENT PLAN - DEMOLITION PLAN
1/8" = 1'-0"
EQ1
EQ19
SALAD
MEDITERRANEAN
SANDWICH
ADD/ALT 2
1
EQ2
17
D6
D1
D8
22
18
D2
D1
EQ19
2
EQ18
EQ20
EQ18
D3
GRILL
Q1
D5
D1
D6
EQ6
EQ17
D2
EQ17
EQ7
EQ7
D2
1
SALAD
MEDITERRANEAN
ADD/ALT 2
2
ADD/ALT 1
REFER TO RENOVATION PLAN.
THE PREFIX "Q" INDICATES EQUIPMENT NOTE.
EQ5
D2
D2
AGK
EQUIPMENT PLAN
1/8" = 1'-0"
REINSTALL EXISTING EQUIPMENT.
ISSUED:
03.24.2016
ADD/ALT 1
DESCRIPTION:
BID DOCUMENTS
SHEET:
I-103
PHASE 2: ALTERATIONS & ADDITIONS
D7
WOK
D3
D3
CHECKED BY:
RCNJ No. 2014-37-01C
EQ9
AGK
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
EQ14
DRAWN BY:
RAMAPO COLLEGE
OF NEW JERSEY
D2
20
15
EQ22
13
D2
WOK
(4) 21 - HEAT
LAMPS ABOVE
REFER TO RCP
EQ21
D3
D6
EQ11
SCOTT STUDENT CENTER
RESIDENTIAL DINING
D9
EQ16
EQ13
FLOOR PLAN - EQUIPMENT
EQ13
EQ21
D1
EQ22
12
4/13/2016
D3
D7
D1
12
EQ10
I
REFER TO DEMOLITION PLAN.
THE PREFIX "D" INDICATES DEMO NOTE.
1.
2.
BREAKFAST
TE
No.
16419
ARCHITECT:
REFERENCE PROJECT NUMBER P167570
MY ZONE
S
C N
RK
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
REFER TO THE SPECIFICATIONS AND EQUIPMENT CUT SHEETS FOR A FULL AND COMPLETE LIST OF UTILITY INFORMATION
PIZZA
E
NEW
OF O J
EQ = EXISTING EQUIPMENT
V = VENDOR SUPPLIED
AND/OR
EXISTING HOT WELL
EXISTING HOT WELL
EXISTING SINK
EXISTING UNDERCOUNTER REFRIDGERATOR
EXISTING UNDERCOUNTER REFRIDGERATOR
SEALED:
N
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION AND
REVIEW OF EXISTING CONDITIONS, UTILITY REQUIREMENTS,
DELIVERY ACCESS, ETC.TO PROVIDE COMPLETE FINISHED WORK
FOR THIS SECTION.
CONTACT:
DAVID AITKENHEAD
PBAC
973-610-6331
EXISTING COLD WELL
EXISTING COLD WELL
E.
I
EXISTING IMPINGER
EXISTING PAN RACK
EXISTING PIZZA MAKE TABLE
D.
SEY
ER OR
EXISTING HOT WELL
EXISTING HOT WELL
C.
R EG
DESSERT
EQ16
GRILL
EQ3
EQ4
EQ6
EQ7
HOMETOWN
EQ5
EQ8
EQ9
MEDITERRANEAN
EQ1
EQ2
PIZZA
EQ10
EQ11
EQ12
SALAD
EQ17
EQ18
SANDWICH
EQ19
EQ20
WOK
EQ14
EQ15
EQ21
EQ22
EQ23
ADD/ALT 2:
PROVIDE LABOR AND MATERIALS FOR RETRO FITTING OF THE
EXISTING ROTARY TRAY ACCUMULATOR OF SIZE AND SHAPE AS
SHOWN ON PLAN. EXISTING ELECTRICAL CONTROL PANEL,
STAINLESS STEEL TOP BED, AND SUPPORT STRUCTURE TO BE
REUSED.
CT
EXISTING EQUIPMENT SCHEDULE
TE
B.
MA
NEW EQUIPMENT SCHEDULE
REFER TO SPECIFICATION SECTION 11 4000 FOODSERVICE
EQUIPMENT FOR ADDITIONAL INFORMATION.
REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS FOR CONNECTION INFORMATION.
CONTRACTOR TO COORDINATE WITH KITCHEN
EQUIPMENT CONTRACTOR (KEC) FOR INSTALLATION AND
TESTING OF ALL EQUIPMENT.
CONTRACTOR IS REQUIRED TO SET EQUIPMENT IN PLACE.
THIS INCLUDES BUT IS NOT LIMITED TO ALL OWNER
SUPPLIED "EXISTING" EQUIPMENT.
CONTRACTOR TO VERIFY EQUIPMENT DATA AS PROVIDED
IN ELECTRICAL & PLUMBING DRAWINGS TO MINIMIZE
SLAB TRENCHING AND CORING.
CONTRACTOR IS REQUIRED TO PROVIDE ALL EQUIPMENT
UTILITY CONNECTIONS. COORDINATE WITH MEP
DRAWINGS, EQUIPMENT CUT SHEETS, AND SUBCONTRACTORS.
CONTRACTOR SHALL ARRANGE A PRE CONSTRUCTION
MEETING WITH MEP, KEC, AND ARCHITECT.
COORDINATE ALL EQUIPMENT TO FIT UNDER
COUNTERTOPS. FEET AND CASTERS TO BE COORDINATED
DURING CONSTRUCTION SUBMITTAL PROCESS TO ENSURE
THAT EQUIPMENT FITS UNDER COUNTERTOPS.
ALL COUNTERTOP CUTOUTS FOR EQUIPMENT MUST BE CUT
TO HAVE ROUNDED CORNERS PER MANUFACTURER'S
INSTRUCTIONS TO PREVENT SURFACE CRACKING OF
COUNTERTOP MATERIAL.
REFER TO DETAILS FOR INFORMATION ON PROTECTING
COUNTERTOPS FROM EXCESSIVE HEAT.
S TAT
A.
4/11/2016 3:57:04 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
TOILET ROOMS
M
N
TOILET ROOM GENERAL NOTES
8' - 3"
A.
TA-6
20
TA-8
TR-1, 2, 3
TA-7
TA-1
TA-2, TA-3
MEN
131
TA-8
20
TA-5
TA-2, TA-3
TA-4
6
I-300
TA-4
TA-5
S-3.1B
0
S-3B
0
S-3.1B
0
4
S-3B
0
19
I-300
S-2.1
0
5' - 1 1/4"
109
S-3.1B
0
S-3.1B
0
ALIGN
4' - 0 1/4"
110
109
S-3.1B
0
8
S-3.1B
0
S-3B
0
8' - 0"
3' - 6 1/4"
SCHLUTER QUADEC (OR
SIM.) CORNER GUARD,
FINISH TO BE SELECTED
15
2' - 3"
2
TOILET ROOMS - NOTED
3' - 0"
3' - 0"
2' - 3"
18
13
TOILET ROOM - PD 3
1/4" = 1'-0"
1 1/2" = 1'-0"
EXISTING CMU
WALL TO REMAIN
1 1/2" = 1'-0"
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
N
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C.,
DOUBLE STUD @ CORNERS
19
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
SCHLUTER QUADEC (OR
SIM.) CORNER GUARD,
FINISH TO BE SELECTED
2' - 2 1/4"
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
1"
REFER TO INTERIOR ELEVATIONS FOR TILE PATTERNS.
PROVIDE SANITARY COVE BASE
SCHLUTER QUADEC (OR
SIM.) CORNER GUARD,
FINISH TO BE SELECTED
MAIN LEVEL
0' - 0"
TOILET ACCESSORIES SCHEDULE
6"
DECORATIVE WALL TILE OVER 1/2"
CONCRETE BACKER BOARD, REFER
TO I-102 FOR FINISH INFORMATION
1' - 10"
REFER TO SPECIFICATION SECTION 10 2800
>TA-1:
TOILET ROOM - PD 5
16
TOILET ROOM - PD 6
1 1/2" = 1'-0"
20
TOILET ROOM - PD 4
1 1/2" = 1'-0"
1 1/2" = 1'-0"
TR-4
T6, T7
TA-6
TR-4
WT-8
WT-8
WT-9
WT-9
WT-9
WT-8
TA-4
WT-8
WT-8
>TA-3: SANITARY NAPKIN DISPOSAL
BOBRICK B-254
SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL
T9
TA-7
TA-1
T3
TA-4
T3
TA-7
TA-1
WT-8
WT-8
20
WT-9
WT-9
I-300
TA-6
T2
T1
WT-8
TR-1
TR-2
TR-3
3
TA-3
TA-2
T2
T1
T2
T1
109
WT-8
T2
T1
T2
T1
TA-3
TA-2
4
130 SOUTH PARTIAL 2
5
130 NORTH
1/4" = 1'-0"
1/4" = 1'-0"
6
130 WEST
1/4" = 1'-0"
T6, T7
130 SOUTH PARTIAL 1
1/4" = 1'-0"
TR-4
7
TR-1
TR-1
TR-3
TR-3
TA-4
TR-4
T9
TA-7
TA-1
TR-4
WT-8
WT-8
WT-10
WT-10
WT-10
WT-10
WT-10
WT-8
WT-8
WT-8
T2
T2
T2
T1
T1
T1
1/4" = 1'-0"
131 SOUTH PARTIAL 1
1/4" = 1'-0"
10
4/13/2016
DRAWN BY:
AGK/JNC
CHECKED BY:
AGK/JNC
>TA-4: HAND DRYER
DXRM5-Q973 AIRMAX HAND DRYER BY WORLD DRYER,
AUTOMATIC, BRUSHED STAINLESS STEEL, RECESSED (ADA), 115
VOLTS
>TA-5: RECESSED TRASH BIN
BOBRICK B-43644 CONTURASERIES
RECESSED WASTE RECEPTACLE WITH LINERMATE
>TA-7:
MIRROR
>TA-8: HOOKS
BOBRICK B-2116
HEAVY-DUTY CLOTHES HOOK WITH CONCEALED MOUNTING
WT-8
T2
T1
TA-2
9
1
TA-6
TA-2
131 NORTH
REVISIONS
WT-8
TA-6
8
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
TA-6
WT-8
110
ENGINEER:
1/4" = 1'-0"
WT-8
T1
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
130 EAST
WT-8
T2
ARCHITECT:
>TA-6: GRAB BARS
BOBRICK B-5806
1¼" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE
TA-5
WT-8
SOAP DISPENSER
>TA-2: TOILET PAPER DISPENSER
ROYCE ROLLS RINGER COMPANY
4 ROLL 20-1/8” TP-4
TYPICAL TOILET ROOM SINK SECTION
1 1/2" = 1'-0"
TA-6
>WT-10:
MANUFACTURER: SUSAN JABLON
STYLE: GLASS MOSAIC
SIZE: MOSAIC
COLOR:
GROUT: MAPEI OPTICOLOR OR SIMILAR.
PROVIDE WATERPROOFING
BEHIND WALL FINISH. WRAP
WATERPROOFING MEMBRANE
FROM FLOOR TO WALL UP TO 12".
9"
SCHLUTER QUADEC (OR
SIM.) CORNER GUARD,
FINISH TO BE SELECTED
EXISTING CMU WALL TO REMAIN
15
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
>WT-9:
MANUFACTURER: SUSAN JABLON
STYLE: GLASS MOSAIC
SIZE: MOSAIC
COLOR:
GROUT: MAPEI OPTICOLOR OR SIMILAR.
SOLID SURFACE ON 3/4" PLYWOOD
UNDERCOUNTER PLUMBING SHROUD,
MOUNTED TO SIDE WALLS w/ STEEL ANGLES
& COUNTERTOP SUPPORT AS REQUIRED.
58
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C.,
DOUBLE STUD @ CORNERS
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C.,
DOUBLE STUD @ CORNERS
3 5/8" 18 Ga. METAL STUDS FRAMING
@ 16" O.C., DOUBLE STUD @ CORNERS
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
>WT-8:
MANUFACTURER: NEMO TILE
STYLE: VOGUE SHADES
SIZE: 20" x 20" CUT 2
COLOR: TO BE SELECTED
GROUT: MAPEI OPTICOLOR OR SIMILAR.
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
2' - 10"
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
I
REFER TO SPECIFICATION SECTION 09 3000 TILING
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C.
"
-8
EXISTING CMU
WALL TO REMAIN
19
R E D A RC H
WALL TILE INFORMATION
GRANITE COUNTERTOP, APRON, &
BACK SPLASH w/ UNDERMOUNT
SINK. MOUNTED w/ STEEL
COUNTERTOP SUPPORT. PROVIDE
BLOCKING AS REQUIRED.
1'
SCHLUTER QUADEC (OR
SIM.) CORNER GUARD,
FINISH TO BE SELECTED
TOILET ROOM - PD 2
>TR-4:
TOILET PARTITION
MATERIAL: CORIAN SOLID SURFACE
COLOR: TO BE SELECTED
FIELD VERIFY ALL DIMENSIONS AND PROVIDE SHOP
DRAWINGS.
PROVIDE MIRROR TO FIT LENGTH
OF WALL AND SINK AREA.
ADHERE MIRROR DIRECTLY TO
WALL AND TRIM OUT WITH
APPROPRIATE SCHLUTER TRIM
1"
1 1/2" = 1'-0"
17
TOILET ROOM - PD 1
1
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
>TR-1:
GRANITE COUNTER TOP
TYPE:
COLOR: TO BE SELECTED
FIELD VERIFY ALL DIMENSIONS AND PROVIDE SHOP
DRAWINGS.
>TR-3:
UNDER COUNTER PLUMBING SHROUD
STYLE: FACE FASTENED PANEL
MATERIAL: SOLID SURFACE
COLOR: TO BE SELECTED
FIELD VERIFY ALL DIMENSIONS AND PROVIDE SHOP
DRAWINGS.
N
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C.,
DOUBLE STUD @ CORNERS
TE
TOILET ROOM FINISH INFORMATION
>TR-2:
SINK BOWL
STYLE: UNDERMOUNT
SIZE:
COLOR: STAINLESS
SCHLUTER QUADEC
(OR SIM.) CORNER
GUARD, FINISH TO BE
SELECTED
11 1/8"
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
S
No.
16419
2' - 10 7/8"
TOILET ROOMS - DIMENSIONS
1/4" = 1'-0"
14
DECORATIVE WALL
TILE OVER 1/2"
CONCRETE BACKER
BOARD, REFER TO
I-102 FOR FINISH
INFORMATION
DECORATIVE WALL
TILE OVER 1/2"
CONCRETE BACKER
BOARD, REFER TO
I-102 FOR FINISH
INFORMATION
110
1' - 1 5/8"
1
DECORATIVE WALL TILE OVER
1/2" CONCRETE BACKER
BOARD, REFER TO I-102 FOR
FINISH INFORMATION
ALIGN
15
PROVIDE SANITARY COVE BASE.
PROVIDE WATERPROOFING BEHIND WALL FINISH. WRAP
WATERPROOFING MEMBRANE FROM FLOOR TO WALL UP
TO 12".
PROVIDE MIRROR TO FIT LENGTH OF WALL AND SINK AREA.
ADHERE MIRROR DIRECTLY TO WALL AND TRIM OUT WITH
APPROPRIATE SCHLUTER TRIM.
NEW WALL TILE OVER EXISTING CMU WALL.
GWB CEILING SOFFIT. PAINT I-OP. COLORS TO BE SELECTED.
NEW DOOR AND FRAME. BUTT SCHLUTER STRIP SNUGLY
AGAINST FRAME AND PROVIDE CLEAN GROUT EDGE.
PAINT NEW DOOR AND FRAME I-OP-MD-DT, COLORS TO BE
SELECTED.
REFER TO REFLECTED CEILING PLAN FOR FURTHER
INFORMATION.
PROVIDE SMALL PLAQUE SIGN WHICH READS "EMPLOYEES
MUST WASH HANDS BEFORE RETURNING TO WORK".
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C.,
DOUBLE STUD @ CORNERS
9
I-300
S-3B
0
8.
9.
17
13
I-300
7.
6 1/4"
14
I-300
17
3 5/8" 18 Ga.
METAL STUDS
FRAMING @ 16"
O.C., DOUBLE STUD
@ CORNERS
°
S-3.1B
0
S-3.1B
0
MEN
131
4.
5.
6.
1 1/2"
I-300
11
I-300
3.
1 1/2" = 1'-0"
4"
TA-1
TA-7
TR-1, 2, 3
12
TYPICAL TILE CORNER
1.
2.
C N
RK
131 SOUTH PARTIAL 2
1/4" = 1'-0"
TR-1
TR-3
TA-2
11
131 WEST
1/4" = 1'-0"
12
131 EAST
1/4" = 1'-0"
TA-2
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
I-300
PHASE 2: ALTERATIONS & ADDITIONS
S-3B
0
2 1/2" 18 Ga.
METAL STUDS
FRAMING @ 16"
O.C., DOUBLE STUD
@ CORNERS
E
NEW
OF O J
RCNJ No. 2014-37-01C
TA-2, TA-3
T9
2' - 8"
3' - 1"
WOMEN
130
WT-1
0
3' - 1"
10
19
1' - 3"
TA-8
WOMEN
130
2' - 5 1/4"
T9
TR-4, TYP.
TOILET ROOM KEYED NOTES
I
18
I-300
TA-2, TA-3
WT-1
0
WT-1
0
SEALED:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
TR-4
2' - 7"
WT-1
0
15
I-300
DECORATIVE WALL TILE
OVER 1/2" CONCRETE
BACKER BOARD, REFER
TO I-102 FOR FINISH
INFORMATION
R EG
S-3.1B
0
F.
THE PREFIX "T" INDICATES TOILET ROOM NOTE.
5' - 3"
TA-8
E.
N
TA-8
D.
SEY
ER OR
TA-2, TA-3
TR-1, 2, 3
T9
2' - 8"
C.
G.
7' - 11 5/8"
TA-2
5' - 4 7/8"
5
4"
1' - 5 1/4"
I-300
TA-7
TA-1
10' - 0 3/8"
7
TA-2
TR-4
DECORATIVE WALL TILE
OVER 1/2" CONCRETE
BACKER BOARD. REFER
TO I-102 FOR FINISH
INFORMATION
3' - 1"
S-3.1B
0
TA-8
3' - 1"
S-3.1B
0
DECORATIVE WALL
TILE OVER 1/2"
CONCRETE BACKER
BOARD, REFER TO
I-102 FOR FINISH
INFORMATION
SCHLUTER QUADEC (OR SIM.)
CORNER GUARD, FINISH TO BE
SELECTED
1' - 7"
19
TA-6
S-3.1B
0
EXISTING WALL TO REMAIN
RAMAPO COLLEGE
OF NEW JERSEY
S-3.1B
0
TA-8
TA-2, TA-3
TA-6
3
19
7' - 6 1/2"
S-3.1B
0
ALIGN
3' - 1"
TA-8
TA-6
5' - 1"
1' - 7"
WT-1
0
S-3.1B
0
2' - 0 1/2"
S-3.1B
0
TR-4
S-3.1B
0
4' - 9"
17
I-300
TA-2, TA-3
1' - 0 1/2"
WT-1
0
S-3.1B
0
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C.,
DOUBLE STUD @ CORNERS
S-3.1B
0
WT-1
0
16
I-300
B.
20
PROVIDE APPROPRIATE CONTROL JOINTS TO FOR ALL
WALL TILE.
REFER TO THE TCNA HANDBOOK FOR TILE INSTALLATION
METHODS.
ALL GWB SURFACES TO HAVE PAINTED FINISH, AS
SPECIFIED.
PROVIDE SCHLUTER CORNER GUARD PROTECTION AT
ALL WALL TILE CORNERS.
REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL
INFORMATION ON STONE AND TILE.
TERMINATE ALL WALL TILE WITH SCHLUTER METAL TOP
CAP.
REFER TO ADA SHEET FOR FIXTURE AND TOILET
ACCESSORY HEIGHTS.
CT
3' - 7 1/4"
TE
2' - 9 3/4"
SCOTT STUDENT CENTER
RESIDENTIAL DINING
2' - 6 1/4"
MA
6' - 5 1/4"
S TAT
N
TOILET ROOMS
M
SEE SCHEDULE
4' - 8"
SEE SCHEDULE
THICKNESS
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 2 1/4"
MAT
FIN
I-OP-MD-DT
I-OP-MD-DT
I-OP-MD-DT
CA
HM
HM
HM
AL
FRAME TYPE
EXISTING
EXISTING
EXISTING
SF14
MAT
EXISTING
EXISTING
EXISTING
AL
FIN
I-OP-MD-DT
I-OP-MD-DT
I-OP-MD-DT
CA
HEAD DIM
EXISTING
EXISTING
EXISTING
1-3/4"
GLAZING TYPE HARDWARE GROUP NUMBER
GL-1
HW-13
GL-1
HW-2
HW-2
GL-1
HW-1
COMMENTS
VERIFY DIMENSIONS OF EXISTING OPENINGS IN FIELD PRIOR TO ORDERING NEW UNITS
GLAZING KEY
D1
VISION PANEL
DOOR
INTERIOR GLASS
SEALED:
SF1
SF14
FULL GLASS
DOOR
MA
S TAT
E
NEW
OF O J
1/4" = 1'-0"
FRAME TYPE - ELEVATION
1/4" = 1'-0"
ADD/ALT 1
12' - 3 1/4"
ADD/ALT 1
TE
No.
16419
R E D A RC H
I
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
11' - 10"
ARCHITECT:
BACKSPLASH
3' - 0"
2' - 6"
BACKSPLASH
S
I
ADD/ ALT 1
3
DOOR TYPES - ELEVATION
R EG
2
ALUMINUM
FIELD PAINTED, MEDIUM DUTY, DOOR/TRIM SEMI GLOSS,
COLOR TO BE SELECTED
C N
RK
N
1/4" THICK TEMPERED CLEAR GLAZING
FINISH KEY
10
7
115
I-404
9
I-404
8
I-404
11
ENGINEER:
I-404
I-404
NEW MILLWORK
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
12
I-404
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
I-404
6
PROVIDE NEW
SNEEZE GUARD TO
MATCH EXISTING
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
4
I-402
BACKSPLASH
REVISIONS
3
1
I-404
4/13/2016
5
BACKSPLASH
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
I-404
NEW SOLID SURFACE
COUNTER TOP ON
EXISTING MILLWORK WITH
NEW FRONT SURFACE
2
I-404
1
AGK/JNC
CHECKED BY:
AGK
3
I-402
I-403
NEW SOLID SURFACE
COUNTER TOP ON
EXISTING MILLWORK WITH
NEW FRONT SURFACE
1
I-405
15
I-404
5
I-404
13
1
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
I-403
14
NEW MILLWORK
NEW SOLID SURFACE
COUNTER TOP ON
EXISTING MILLWORK WITH
NEW FRONT SURFACE
"
-0
"
-4
3'
I-404
2
I-402
4
3'
ADD/ALT 2
1'
I-403
NEW MILLWORK
I-403
NEW MILLWORK
NEW SOLID SURFACE
COUNTER TOP ON
EXISTING MILLWORK WITH
NEW FRONT SURFACE
0"
ADD/ALT 2:
PROVIDE LABOR AND MATERIALS FOR RETRO FITTING OF THE
EXISTING ROTARY TRAY ACCUMULATOR OF SIZE AND SHAPE AS
SHOWN ON PLAN. EXISTING ELECTRICAL CONTROL PANEL,
STAINLESS STEEL TOP BED, AND SUPPORT STRUCTURE TO BE
REUSED.
11
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
7/
8"
I-403
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION AND
REVIEW OF EXISTING CONDITIONS, UTILITY REQUIREMENTS,
DELIVERY ACCESS, ETC.TO PROVIDE COMPLETE FINISHED WORK
FOR THIS SECTION.
1
3'
NEW MILLWORK
0"
-1
112
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
NEW SOLID SURFACE
COUNTER TOP ON
EXISTING MILLWORK WITH
NEW FRONT SURFACE
113
1
3'
"
-3
3
I-402
7
CONTACT:
DAVID AITKENHEAD
PBAC
973-610-6331
NEW MILLWORK
I-403
I-403
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
NEW SOLID SURFACE
COUNTER TOP ON EXISTING
MILLWORK WITH NEW FRONT
SURFACE
6'
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
6"
THE SCOPE OF THE WORK INCLUDES ANY PATCHING OF SURFACE
MATERIALS, PAINTING, AND ANY ADDITIONAL WORK NOT
INDICATED HERE AS A RESULT OF DEMOLITION AND COMPLETION
OF A FINISHED INSTALLATION.
AND/OR
SUNIL KARDAR
AEROWERKS, INC.
905-363-6999
2
I-403
REFERENCE PROJECT NUMBER P167570
NEW MILLWORK - 3 SIDED MILLWORK
DIE WALL TO MATCH STYLE AND
CONFIGURATION OF EXISTING
MILLWORK
NO BACKSPLASHES AT THIS
LOCATION - TILE TO COUNTER
AND PROVIDE CLEAN SILICONE
LINE BETWEEN COUNTER AND TILE
NEW MILLWORK
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
1
ADD/ALT 1
SERVERY PLAN
1/4" = 1'-0"
I-400
PHASE 2: ALTERATIONS & ADDITIONS
I-403
8
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
REUSE EXISTING
SNEEZE GUARD,
REPAINT FRAME
RCNJ No. 2014-37-01C
6
114
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
PROVIDE NEW
SNEEZE GUARD TO
MATCH EXISTING
I-404
9
DRAWN BY:
RAMAPO COLLEGE
OF NEW JERSEY
4
SCOTT STUDENT CENTER
RESIDENTIAL DINING
I-404
ENLARGED PLAN - SERVERY
AL
I-OP-MD-DT
SOLID DOOR
115
SEY
ER OR
GL-1
D2
1' - 3 3/4"
HEIGHT
7' - 0"
7' - 0"
7' - 0"
7' - 0"
3' - 2 5/8"
1' - 4" 2' - 0" 6" 2' - 0"
WIDTH
3' - 0"
3' - 0"
2' - 8"
3' - 0"
7' - 1 3/4"
DOOR TYPE
D1
D1
D2
SF1
SEE SCHEDULE
LOCATION
RESIDENTIAL SERVERY
RESIDENTIAL SERVERY
RESIDENTIAL SERVERY
RESIDENTIAL SERVERY
7' - 11 7/8"
DOOR #
112
113
114
115
SEE SCHEDULE
SERVERY DOOR SCHEDULE
SEE SCHEDULE
1' - 5 3/8"
CT
SEE SCHEDULE
TE
4/11/2016 3:57:08 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
4/11/2016 10:35:09 AM
NJDCA ELECTRONIC SUBMITTAL STAMP:
SEALED:
HVAC LEGEND
PIPING SYMBOL
DESCRIPTION
PIPING SYMBOL
DESCRIPTION
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
PIPING RISE
AD
ACCESS DOOR
PIPING DROP
AFF
ABOVE FINISH FLOOR
BTUH
BRITISH THERMAL UNITS PER HOUR
BOTTOM PIPE CONNECTION
DIA,
ø
DIAMETER
DN
DOWN
(E)
EXISTING
EWT
ENTERING WATER TEMPERATURE (°F)
°F
DEGREES FAHRENHEIT
GPM
GALLONS PER MINUTE
HWR
HOT WATER RETURN
HWS
HOT WATER SUPPLY
LWT
LEAVING WATER TEMPERATURE (°F)
NTS
NOT TO SCALE
TOP PIPE CONNECTION
STRAINER
BALANCE VALVE
PIPING REDUCER - CONCENTRIC
PIPE CAP
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
1
4.13.2016
RUNTAL RADIATION SCHEDULE
RUNTAL RADIATION WITH ENCLOSURE
T
REVISION #1
UNIT NO.
2-WAY CONTROL VALVE
MV
MANUAL AIR VENT
DIMENSIONS
CAPACITY
LOCATION
THERMOSTAT
DESIGN BASIS
E.W.T.
L.W.T.
(degrees F)
(degrees F)
BTUH PER
LINEAR FT
LENGTH
HEIGHT
FTR-1
SEE PLANS
180
150
950
SEE PLANS
11.5"
RUNTAL - RF-5
FTR-2
SEE PLANS
180
150
800
SEE PLANS
11.5"
RUNTAL - UFLT-4
FTR-3
SEE PLANS
180
150
500
SEE PLANS
6"
RUNTAL - UFLT-2
NOTES
DRAWN BY:
CJZ
CHECKED BY:
PP
BALANCE VALVE
BALL VALVE
ALL VALVING & CONTROLS
TO BE IN CEILING SPACE
BALL VALVE
STRAINER
HWR
2-WAY CONTROL VALVE
HWS
M
1
RUNTAL RADIATION DETAIL
SCALE - NONE
RUNTAL RADIATION CONTROL
A. RUN CONDITIONS - CONTINUOUS: THE UNIT SHALL RUN CONTINUOUSLY AND SHALL MAINTAIN A
HEATINGB SETPOINT OF 70 DEGREE F (ADJ.).
HEATING VALVE (24v CONTROL WIRE )
RUNTAL RADIATOR.
CONTRACTOR RESPONSIBLE
FOR PROPER HOT WATER SUPPLY &
RETURN CONNECTION TYPES
ZONE SENSOR
T
HOT WATER SUPPLY
B. HEATING VALVE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND MODULATE THE
HEATING COIL VALVE TO MAINTAIN ITS HEATING SETPOINT.
ALL RUNTAL RADIATORS
HOT WATER RETURN
2
RUNTAL RADIATION CONTROL
SCALE - NONE
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
M-000
18031.00
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
RAMAPO COLLEGE
OF NEW JERSEY
AIR VENT
SCHEDULES, DETAILS &
CONTROLS
1
ALL WORK RELATED TO NEW SUPPLY AND RETURN HEATING PIPING SHALL COMPLY WITH THE 2015 INTERNATIONAL MECHANICAL CODE.
RCNJ No.201437.01C
ALTERATIONS
BALL VALVE - OPEN
4/9/2016 3:19:36 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ABBREVIATIONS
PIPE AND FITTING MATERIALS PERMITTED
GENERAL NOTES:
APPX
APPROXIMATE
ARCH
ARCHITECTURAL
BFP
BACKFLOW PREVENTER
BTU
BRITISH THERMAL UNIT
BTUH
BTU/HOUR
CO
CLEANOUT
CWS
COLD WATER SUPPLY
°F
DEGREES (FAHRENHEIT)
DN
PIPE DOWN, THROUGH FLOOR
DROP
PIPE DOWN, NOT THROUGH FLOOR
DWH
DOMESTIC WATER HEATER
DWV
DRAIN, WASTE, AND VENT
5. CONTRACTOR RESPONSIBLE FOR PAYING FOR ALL FEES ASSOCIATED WITH OBTAINING PERMITS, INSPECTIONS, ETC.
(E)
EXISTING
6. THE INSTALLING CONTRACTOR SHALL BE LICENSED IN THE LOCAL JURISDICTION PRIOR TO BIDDING ON PROJECT. CONTRACTOR TO CONTACT CITY/TOWNSHIP TO VERIFY LICENSE
TO ENSURE THEY ARE CURRENT.
HANGER SCHEDULE (2015 NSPC, CHAPTER 8)
ELEV
ELEVATION
MATERIAL
MAX. VERTICAL SPACING (FT)
FD
FLOOR DRAIN
FS
FLOOR SINK
FCO
FLOOR PLATE CLEANOUT
GAS
LOW PRESSURE GAS (BELOW 0.5 PSI)
GPM
GALLONS PER MINUTE
HWR
DOMESTIC HOT WATER RETURN
HWS
DOMESTIC HOT WATER SUPPLY
UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
MATERIAL
CAST IRON PIPE
PIPE STANDARD
FITTING STANDARD
ASTM A 74; ASTM A 888;
CISPI 301
ASTM B 16.4; ASTM B 16.12;
ASTM A 74; ASTM A 888; CISPI
301
ABOVE-GROUND BUILDING DRAINAGE AND VENT PIPE
MATERIAL
CAST IRON PIPE
PIPE STANDARD
FITTING STANDARD
ASTM A 74; ASTM A 888;
CISPI 301
ASTM A 74; ASTM A 888; CISPI
301
1. THESE GENERAL PLUMBING NOTES SHALL APPLY TO ALL P SERIES DRAWINGS, IN COORDINATION WITH DIVISION 22 SECTIONS, AND FRONT END (DIVISION 0 AND 1) REQUIREMENTS.
ALL WORK ASSOCIATED WITH THE P SERIES DRAWINGS SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS.
2. ALL WORK SHALL BE PERFORMED IN COOPERATION WITH THE OWNER (AND/OR OWNER'S REPRESENTATIVE) AND THE ARCHITECT/ENGINEER THE CONTRACTOR SHALL
COORDINATE ALL WORK WITH THE CONSTRUCTION SCHEDULE ESTABLISHED BY THE OWNER AND ARCHITECT, AND SHALL IMMEDIATELY REPORT ANY DELAYS IN MATERIALS RECEIPT
INCLUDING CIRCUMSTANCES CAUSING DELAYS.
3. CONTRACT DRAWINGS FOR THE PLUMBING WORK ARE DIAGRAMMATIC, INTENDED TO CONVEY THE SCOPE OF WORK AND TO INDICATE THE GENERAL ARRANGEMENT AND
APPROXIMATE LOCATION OF EQUIPMENT, PIPING, AND ACCESSORIES. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL CONDITIONS,
DIMENSIONS, AND LOCATIONS PRIOR TO BIDDING PROJECT. CHECK PROJECT DRAWINGS PRIOR TO INSTALLATION FOR INTERFERENCES WITH OTHER TRADES. SHOULD THE
CONTRACTOR FIND SUCH INTERFERENCES, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHERS. THE OWNER RESERVES THE RIGHT TO MAKE
REASONABLE CHANGES PRIOR TO ROUGH-IN WITHOUT ADDED EXPENSE. DIMENSIONS INDICATED ARE SUBJECT TO VERIFICATION OF EXACT SITE CONDITIONS AT THE TIME OF
INSTALLATION.
•
THE CONTRACTOR SHALL INSTALL ALL PIPING, EQUIPMENT, FIXTURE, ETC. IN A WORKMAN MANNER WITH QUALIFIED PLUMBERS.
4. ALL PLUMBING WORK SHALL BE INSTALLED PER LOCAL PLUMBING CODE, HEALTH CODE, FIRE CODE, ENERCY CONSERVATION CODE, AND BUILDING CODE. ALL WORK SHALL
COMPLY TO ACCORDANCE OF LOCAL, STATE AND FEDERAL REGULATIONS AND OTHER AUTHORITIES HAVING JURISDICTION. NATIONAL STANDARD PLUMBING CODE, 2015, IS
IN EFFECT FOR THIS PROJECT.
SEALED:
1
MAX. HORIZONTAL SPACING (FT)
CAST IRON PIPE
5
AT BASE AND EACH
STORY HEIGHT
COPPER TUBING, 1-1/4" DIAMETER AND SMALLER
6
10
COPPER TUBING, 1-1/2" DIAMETER AND LARGER
10
10
CPVC TUBING, 1" DIAMETER AND SMALLER
NOTES 1,2
NOTES 1,3
CPVC TUBING, 1-1/4" DIAMETER AND LARGER
NOTES 1,2
NOTES 1,3
PVC PIPE
NOTES 1,2
NOTES 1,3
STEEL PIPE, 3/4" DIAMETER AND SMALLER
10
AT EVERY OTHER STORY
STEEL PIPE, 1" DIAMETER AND LARGER
12
15
7. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ANY CONFLICTS WITH INSTALLATION AND MANUFACTURER RECOMMENDATIONS SHALL
BE REPORTED TO ENGINEER.
N/A
NOT APPLICABLE
NTS
NOT TO SCALE
PSI
POUNDS PER SQUARE INCH
PRV
PRESSURE REDUCING VALVE
RISE
PIPE UP, NOT THROUGH FLOOR ABOVE
SAN
SANITARY
8. CUTTING AND PATCHING - ALL NOTES BELOW HOLD THE COMMON CONDITION "UNLESS OTHERWISE NOTED".
•
FOR RENOVATIONS: THE CONTRACTOR REQUIRING CUTTING SHALL BE RESPONSIBLE FOR HIS/HER OWN WORK WHETHER DESCRIBED IN THE CONTRACT DOCUMENTS OR
NOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CUTTING AND PATCHING REQUIREMENTS WITH OTHER TRADES.
•
FOR NEW CONSTRUCTION: ALL CUTTING AND PATCHING THROUGH ALL WALL, CEILING, ETC. SHALL BE PROVIDED BY PLUMBING CONTRACTOR IN COORDINATION WITH THE
GENERAL WORK. ALL PAINTING AND FINISHING SHALL BE DONE BY GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH
GENERAL CONTRACTOR.
•
OPENINGS MADE POST-FINISH: IF AN OPENING IS REQUIRED IN A FINISHED SURFACE, AFTER COMPLETION, DUE TO LACK OF COORDINATION OR PROPER SCHEDULE
MAINTENANCE, THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND PATCHING REQUIRED TO FINISH SPECIFIC PLUMBING WORK AND RESTORE THE
FINISHED SURFACE TO PREVIOUS CONDITION.
•
UNDERGROUND PIPING (NEW CONSTRUCTION): TRENCHING SHALL BE BY GENERAL CONTRACTOR. PIPE INSTALLATION WITH APPROPRIATE BEDDING MATERIAL SHALL
BE BY THE PLUMBING CONTRACTOR. BACKFILL ABOVE PIPE AND BEDDING SHALL BE BY THE GENERAL CONTRACTOR BASED ON REQUIREMENTS OF THE STRUCTURAL
PLANS AND SPECFICATIONS.
•
UNDERGROUND PIPING FINISHED FLOORS OTHER THAN CONCRETE: UNLESS OTHERWISE NOTED, TRENCHING, EXCAVATION, BACKFILLING, COMPACTION AND
RESTORATION OF THE FLOORING SUBSTRATE SHALL BE PERFORMED BY THIS CONTRACTOR. FINAL FINISHED FLOOR SHALL BE BY OTHERS.
•
EQUIPMENT OPENINGS: OPENINGS REQUIRED FOR REMOVAL OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT SUPPLIED UNDER THIS CONTRACT SHALL BE
CUT AND PATCHED BY THIS CONTRACTOR.
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
NOTES:
1. PLASTIC DRAIN, WASTE, AND VENT PIPE SHALL BE INSTALLED AND SUPPORTED AS RECOMMENDED BY THE MANUFACTURER'S
INSTRUCTIONS.
2. MAXIMUM HORIZONTAL SUPPORT SPACING SHALL BE BASED ON THE PIPE SCHEDULE OR WALL THICKNESS, THE PIPE SIZE, THE SYSTEM
OPERATING TEMPERATURE, THE AMBIENT TEMPERATURE, AND ANY CONCENTRATED LOADS.
3. VERTICAL PIPE SHALL BE MAINTAINED IN STRAIGHT ALIGNMENT WITH SUPPORTS AT EACH STORY HEIGHT. INTERMEDIATE SUPPORTS
SHALLBE PROVIDED WHERE REQUIRED FOR STABILITY.
TYP
TYPICAL
V
VENT PIPING
9. ALL PIPING PENETRATING ALL FIRE-RATED WALLS, CEILINGS, FLOORS, ROOFS, ETC. SHALL BE FIRE STOPPED IN ACCORDANCE WITH DIVISION 7.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE COMPLETE AND OPERABLE SYSTEMS, INCLUDING OPERATIONAL PROPERTIES TO THE EXTEND NECESSARY TO LINK
MULTIPLE COMPONENTS OF THE SYSTEMS TOGETHER AND TO INTERFACE WITH SYSTEMS PROVIDED BY OTHERS. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL SYSTEMS
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.
•
THE CONTRACTOR SHALL PROVIDE OWNER WITH ALL NECESSARY OPERATION AND MAINTENANCE MANUALS, SHOP DRAWINGS, WIRING DIAGRAMS, AND WARRANTY
PAPERWORK UPON COMPLETION OF THE PROJECT.
11. THE CONTRACTOR SHALL LOCATE ACCESS PANEL IN NON-ACCESSIBLE CEILING AND WALLS FOR ALL VALVES, SHOCK ABSORBERS, CLEANOUTS AND ALL OTHER ITEMS THAT
REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE.
12. THE CONTRACTOR IS RESPONSIBLE FOR TESTING, AND ADJUSTING ALL PLUMBING EQUIPMENT INDICATED IN THE PLUMBING DRAWINGS.
13. THE MINIMUM SLOPE OF ALL INTERIOR SEWER LINES SHALL BE 1/4 INCH PER FOOT FOR SIZES 2-1/2" AND SMALLER, 1/8 INCH PER FOOT FOR SIZES 3"-6", AND 1/16 INCH PER
FOOT FOR SIZES 8" AND GREATER. SEE SCHEDULE LOCATED ON DRAWING FOR CONNECTION SIZES FOR SANITARY, VENT, COLD, AND HOT WATER PIPING. SEE SCHEDULE FOR
PIPING MATERIALS.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
14. ALL PIPING PENETRATIONS THROUGH EXPOSED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS AND SEAL TO WALL OR CEILING.
PLUMBING LEGEND
SYMBOLS
15. ALL NATURAL GAS PIPING SHALL BE INSTALL PER INTERNATIONAL FUEL GAS CODE AND AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE SHUT OFF GAS VALVE
FOR ALL EQUIPMENT UTILIZING GAS. CONTRACTOR SHALL PROVIDE 6" DIRT LEG (MINIMUM) FOR ALL EQUIPMENT UTILIZING GAS.
DESCRIPTION
16. ALL NATURAL GAS PIPING SHALL BE TESTED PER THE LIST BELOW. ALL TESTING SHALL CONFORM TO INTERNATIONAL STATE FUEL GAS CODE.
•
PRESSURE UP TO AND INCLUDING 12" W.C.: 15 PSI FOR ONE (1) HOUR.
•
PRESSURE ABOVE 12" W.C.: 1-1/2 TIMES THE WORKING PRESSURE, OR 50 PSI (MINIMUM) FOR ONE (1) HOUR.
•
COATED OR WRAPPED PIPING: 100 PSIG FOR ONE (1) HOUR
P TRAP
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
18. UPON COMPLETION OF PROJECT, THE CONTRACTOR SHALL FLUSH AND SANITIZE THE DOMESTIC HOT, RECIRCULATION AND COLD WATER PIPING IN ACCORDANCE WITH THE
AUTHORITY HAVING JURISDICTION.
BALL VALVES
1
PIPE DOWN/DROP
PIPE UP/RISE
21. FOR PROJECTS WITH APPROVED USE OF PVC AND CPVC PIPING, SUCH PIPING SHALL BE PROHIBITED IN THE FOLLOWING LOCATIONS.
•
AREAS OF ASSEMBLY.
•
RETURN AIR PLENUMS.
•
EXIT DISCHARGE CORRIDORS.
•
STAIRS.
POINT OF NEW
CONNECTION/DISCONNECTION
PAVEMENT, LIGHT-SHADED ON PLAN
xx
KEYED NOTE SYMBOL
12" MIN
12" MIN
1. COMPLIANCE WITH OSHA'S EXCAVATION SAFETY REQUIREMENTS AS DEFINED IN 1926.650 EXCAVATIONS IS REQUIRED.
FAILURE TO COMPLY WITH THE REQUIRED EXCAVATION REQUIREMENTS MAY RESULT IN STOPPING THE CONTRACTOR'S WORK
AND/OR TERMINATION OF THE CONTRACT.
2. CONTRACTORS PLANNING TO EXCAVATE AS PART OF THEIR PROJECT SHALL PROVIDE TO THE CONSTRUCTION MANAGER
PRIOR TO THE START OF THE EXCAVATION JOB THE NAME OF THEIR ASSIGNED AND ON SITE COMPETENT PERSON
WORKING THE PROJECT. (IF THE COMPETENT PERSON CHANGES, THE CONSTRUCTION MANAGER SHALL BE INFORMED
IMMEDIATELY.) THIS INDIVIDUAL SHALL HAVE AUTHORITY (AS DEFINED BY OSHA) FOR ALL WORK PERFORMED DURING THE
EXCAVATION - INCLUDING THE ABILITY TO STOP THE WORK.
3. ALL EXCAVATIONS AND TRENCHES 5 FEET DEEP (OR IN UNSTABLE SOIL AT LESSER DEPTHS) OR GREATER MUST BE
PROPERLY SHORED, SLOPED, OR BENCHED TO PROTECT WORKERS FROM THE HAZARDS OF MOVING EARTH. CONTRACTORS
MUST FURNISH THE APPROPRIATE TABULATED DATA FOR THE PROTECTIVE SYSTEM BEING USED UPON REQUEST.
4. ALL EXCAVATION WORK MUST BE PERFORMED TO AVOID UNDERGROUND UTILITIES AND TO AVOID DAMAGING LINES PIPE.
5. DO NOT WORK UNDER LOADS HANDLED BY LIFTING OR DIGGING EQUIPMENT.
6. LADDERS SHALL BE PROVIDED AND USED FOR ACCESS TO TRENCHES AND EXCAVATIONS 4 FEET DEEP OR GREATER.
7. KEEP ALL SPOILS AT LEAST 2 FEET FROM THE EDGE OF THE EXCAVATION, REGARDLESS OF THE DEPTH.
8. TRENCHES SHALL BE PROPERLY BARRICADED, PROTECTED AND POSTED TO WARN AND PREVENT SOMEONE FROM FALLING
INTO THE EXCAVATION.
9. THE COMPETENT PERSON ON THE JOBSITE MUST INSPECT ALL TRENCHES AND EXCAVATIONS DAILY, BEFORE WORK, TO
LOOK FOR SIGNS OF SHIFTING EARTH. EMPLOYEES ARE NOT TO ENTER THE TRENCH UNLESS IT HAS BEEN VERIFIED TO BE
SAFE BY THE COMPETENT PERSON.
10. APPROPRIATE TRAFFIC CONTROL MEASURES MAY ALSO BE REQUIRED FOR EXCAVATIONS DUG IN ROADWAYS OR
SIDEWALKS. PROTECTIVE MEASURES SHALL COMPLY WITH THE NEW JERSEY DOT'S REQUIREMENTS.
11. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES IN LOCATION OF TRENCHING PRIOR TO
COMMENCEMENT OF WORK.
12. ALL PAVEMENT WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT NEW JERSEY DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
13. WORK TO INCLUDE ANY NECESSARY DEWATERING.
14. PIPE SHALL BE CENTERED IN THE EXCAVATION.
15. THE CONTRACTOR SHALL DO ALL BRACING, SHEATHING, OR SHORING NECESSARY TO IMPLEMENT AND PROTECT THE
EXCAVATION AS REQUIRED FOR SAFETY OR CONFORMANCE TO GOVERNING LAWS.
16. SHEETING AND SHORING SYSTEMS DESIGN MUST BE PREPARED BY A NEW JERSEY STATE LICENSED PROFESSIONAL
ENGINEER.
1
TRENCHING DETAIL
NOT TO SCALE
1
ISSUED:
3.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
P-000
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
18031.00
SUBBASE COURSE SOIL AGGREGATE I-3, COMPACT
TO 95% OF ASTM D-1557
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
SUBBASE COURSE SOIL AGGREGATE I-3, COMPACT
TO 95% OF ASTM D-1557
RAMAPO COLLEGE
OF NEW JERSEY
O.
D.
1
PLUMBING - CODES AND
GENERAL NOTES
26. FLOODPROOFING - PLUMBING SYSTEMS AND EQUIPMENT IN STRUCTURES ERECTED IN AREAS PRONE TO FLOODING SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE
COMPONENTS OF THE SYSTEM SHALL BE CAPABLE OF RESISTING HYDROSTATIC LOADS AND STRESSES IN THE EVENT OF FLOODING.
12" AGGREGATE BASE COURSE DENSE GRADED AGGREGATE OR SOIL
AGGREGATE I-5, COMPACT TO 100% OF
ASTM D-1557
12" MIN
MAE
25. PROTECTION OF WATER QUALITY - A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO PREVENT
CONTAMINATION FROM NON-POTABLE LIQUIDS, SOLIDS, OR GASES BEING INTRODUCED INTO THE POTABLE WATER SYSTEM THROUGH CROSS-CONTAMINATION OR ANY OTHER PIPING
CONNECTIONS TO THE SYSTEM.
SAWCUT EXISTING PAVEMENT AND TACK
COAT, 2' FROM EDGE OF TRENCH (MIN.)
BACKFILL WITH SUITABLE ON SITE
MATERIAL
CHECKED BY:
24. PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS - PIPING AND OTHER SYSTEM COMPONENTS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT
CORROSION, BREAKAGE, FREEZING, AND PHYSICAL DAMAGE BY OTHER BUILDING COMPONENTS.
1
EXISTING PAVEMENT
EXCAVATION LIMITS
(TYP.) SEE NOTE 3
BELOW
DAS
23. STRUCTURAL SAFETY - IN THE PROCESS OF INSTALLING OR REPAIRING ANY PART OF A PLUMBING OR DRAINAGE SYSTEM, THE FINISHED FLOOR, WALLS, CEILINGS, TILE OR ANY
OTHER PART OF THE BUILDING OR PREMISES THAT MUST BE CHANGED OR REPLACED SHALL REMAIN IN A STRUCTURALLY SAFE CONDITION.
3" BASE COURSE
NJAPA DESIGNATION - 19M64
UNDISTURBED
MATERIAL
DRAWN BY:
22. RODENTPROOFING - IN OR ON STRUCTURES WHERE OPENINGS HAVE BEEN MADE IN FLOORS CEILINGS, OR WALLS FOR THE PASSAGE OF PIPE, SUCH OPENINGS SHALL BE CLOSED
AND PROTECTED WITH APPROVED METAL COLLARS THAT ARE SECURELY FASTENED TO THE ADJOINING STRUCTURE.
1-1/2" SURFACE COURSE
NJAPA DESIGNATION - 12.5M64
FINISH MATERIAL SHOWN
ON LANDSCAPING PLANS.
4.13.2016
20. NATURAL GAS REGULATOR VENT PIPING SHALL EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE IN ACCORDANCE WITH NFPA 54 AND/OR NFPA 58. EXTERIOR
PIPING SHALL BE PAINTED WITH TWO COATS OF PRIMER AND ONE COAT OF FINISH PAINT. COLOR TO BE DETERMINED BASED COLOR OF SURROUNDING SURFACES.
PIPE UNION
LANDSCAPED AREA, DARK-SHADED ON PLAN
REVISION #1
19. EQUIPMENT CONNECTIONS:
•
ALL EQUIPMENT SHALL BE PROVIDED WITH UNIONS AND SHUT-0FF VALVES WHETHER DETAILED OR NOT.
•
ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH SHUT OFF VALVES.
4/9/2016 3:19:37 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
E
G
J
N
QQ.1
Q.2
Q.3
ADDITION/ALTERATION
GENERAL NOTES
B
C
NATIONAL STANDARD PLUMBING CODE, 2015, IS IN EFFECT FOR THIS
PROJECT.
D
21
20
19
SEALED:
18
17
24" TREE
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
BRIDGE ABOVE, OPEN BELOW
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
16
ARCHITECT:
SANITARY MH
RIM=309.92
INV.=304.4
6" PVC
14
10.3
13
6" PVC
KEYED NOTES
6" PVC
6" PVC
12
P2. PROVIDE 8" SLEEVE THROUGH FOUNDATION WALL AT TOP OF
FOOTER. INSTALL 6" ST THROUGH SLEEVE AND SEAL WITH MODULAR,
EXPANDABLE MECHANICAL SEAL (LINK-SEAL).
P4. HIGH PRESSURE GAS PIPING SHALL BE RE-ROUTED AROUND NEW
BUILDING FOOTPRINT. RELOCATION SHALL BE COORDINATED WITH
GAS SUPPLIER (PUBLIC SERVICE GAS AND ELECTRIC) AND SHALL BE
PERFORMED BY A SUB-CONTRACTOR APPROVED BY THE SUPPLIER.
10.9
10.8
10.2
10
4
8" ST
E
G
MP
4"
P1
6" ST
2.1
1.9
WOOD FENCE
6"
ST
P5
ABOVE GRO
UND
A
10" TREE
10" TREE
10" TREE
2
1
8" ST
STEAM PIP
ES
F
H
I
K
L
M
O
WOOD FEN
CE
WOOD FEN
CE
TELEPHONE MH
RIM 307.75
ABOVE GRO
UND
UTILITY VAULT
PAVEMENT
STEAM PIP
ES
P3
MH "HIGH-VOLTS"
RIM 307.79
4" MPG
WOOD FEN
CE
EDGE OF P
AVEMENT
SIGN
GV
6" ST
PAVEMENT
6" PVC
GUIDE RAIL
UTILITY BOX
10" RCP
GAS PIPELINE MARKER
WV
ROCK WALL
WV
10" RCP
6" PVC
8"G
EDGE OF WOODS
SIGN
GRAVEL
PARKING AREA
ISSUED:
3.24.2016
GAS METER
FIRE HYDRANT
MAE/PP
10" ST
PAVED ROADWAY
CHECKED BY:
DESCRIPTION:
BID DOCUMENTS
SIGN
1
SIGN
SIGN
SIGN
SMALL TREE
ENTIRE DRAWING
PARTIAL UNDERGROUND PLAN
1/8" = 1'-0"
0
8
16
24
1
SHEET:
P-100
18031.00
PAVERS
3
LP
MAE
PLUMBING UNDERGROUND
PLAN
6"
4"
MP
G
G
4" MPG
6
5
3" ST
DRAWN BY:
9
7
P2
4.13.2016
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
LP
P4
2.9
REVISION #1
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
B.7
PV
C
7.1
REVISIONS
1
10" ST (1/8" / 12")
4" MPG
SANITARY MH
RIM=308.38
INV.=306.4
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
P5. CONNECT EXISTING 3" ST LATERAL TO 10" ST.
6" PVC
8
A.4
ENGINEER:
P3. PROVIDE 6" ST IN TRENCH FOR EXISTING 4" ST. TRENCH SHALL BE
EXCAVATED FURTHER TO MAINTAIN 1/8" (1%) PITCH AND 36" COVER
(MINIMUM). PIPING SHALL TERMINATE IN SAME LOCATION AS EXISTING
PIPE. SEE TRENCHING AND PAVEMENT RESTORATION DETAIL ON P-000.
11
8" TREE
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
P1. PROVIDE 6" ST RISER TO WALL.
RAMAPO COLLEGE
OF NEW JERSEY
4" MPG
10" ST (1/8" / 12")
15
4/9/2016 3:19:40 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ADDITION/ALTERATION
GENERAL NOTES
NATIONAL STANDARD PLUMBING CODE, 2015, IS IN EFFECT FOR THIS
PROJECT.
1
SEALED:
E
G
J
N
QQ.1
Q.2
Q.3
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
B
C
D
21
20
19
KEYED NOTES
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
P1. PROVIDE 4" CLEANOUT PLUG (CO-1) AT OPEN WYE/TEE.
P2. PROVIDE 4" ST UP TO ROOF DRAIN (RD-1, 4").
ENGINEER:
P3. PROVIDE 6" ST DOWN IN WALL. PROVIDE WALL CLEANOUT
(WCO-1) 12" A.F.F.
0
0
P4. PROVIDE 3" ST UP TO ROOF DRAIN (RD-1, 3").
18
P5. PROVIDE 3" CLEANOUT PLUG AT OPEN WYE/TEE.
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
P6. PROVIDE 3" ST CONNECTION TO EXISTING 6" ST DROP IN
CHASE. 6" DROP IS REMOVED ON DRAWING PD-111 AND MODIFIED
ON P-111. RISER INDICATING TIE-IN IS SHOWN ON P-111.
REVISIONS
1
3" ST (1/8" / 12")
1
15
3" ST (1/8" / 12")
P5
ND BATTER
01050F
NA
A
KR
BREAD
B.7
10.2
10
9
8
7.1
7
6
5
4
1
3
2.9
P3
P1
6" ST (1/8" / 12")
6" ST (1/8" / 12")
4" ST
4" ST
2.1
1.9
2
1
P2
A
P2
F
H
I
K
L
M
O
ISSUED:
3.24.2016
1
DESCRIPTION:
BID DOCUMENTS
1
SHEET:
PARTIAL FIRST FLOOR
1/8" = 1'-0"
0
8
16
24
P-101
18031.00
11
00
10.9
10.8
A.4
MAE/PP
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
D
P4
BIN ET,
CHECKED BY:
14
10.3
13
CA
MAE
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
P5
DRAWN BY:
RAMAPO COLLEGE
OF NEW JERSEY
3" ST (1/8" / 12")
12
4.13.2016
PLUMBING GROUND FLOOR
PLAN
16
REVISION #1
17
P6
4/9/2016 3:19:42 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
ADDITION/ALTERATION
RD-1
ADDITION 2100 SF
4" ST
GENERAL NOTES
RD-1
ADDITION 2100 SF
ROOF
NATIONAL STANDARD PLUMBING CODE, 2015, IS IN EFFECT FOR THIS
PROJECT.
4" ST
CO
6" ST (1/8")
4200 SF
1
6" ST (1/8")
2100 SF
1
SEALED:
WCO
GROUND FLOOR
6" ST (1/8")
4200 SF
2
STORM RISER DIAGRAM - DINING ADDITION
NOT TO SCALE
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
B
C
D
E
G
J
N
QQ.1
Q.2
Q.3
1
KEYED NOTES
19
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
P1. NOTE DELETED.
P2. DETAIL OF DRAIN/DOWNSPOUT FROM ROOF C TO ROOF D
SHOWN ON A-SERIES DRAWINGS.
ENGINEER:
18
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
17
16
1
REVISION #1
4.13.2016
15
DRAWN BY:
MAE
CHECKED BY:
MAE/PP
14
10.3
P2
11
10.9
10.8
Roof C. DESIGN
AREA 270 SF.
DISCHARGES TO
Roof D.
A.4
B.7
10.2
10
9
8
7.1
7
6
5
4
Roof A, DESIGN AREA 4200 SF.
INCLUDES Roof B.
3
2.9
RD-1, 4"
2.1
1.9
RD-1, 4"
2
1
Roof Area B, DESIGN AREA 400 SF.
SHEDS TO PERIMETER. PARTIAL
DISCHARGE TO Roof A.
A
F
H
I
K
L
M
O
ISSUED:
3.24.2016
1
DESCRIPTION:
BID DOCUMENTS
SHEET:
1
PARTIAL ROOF PLAN
1/8" = 1'-0"
1
0
8
16
24
P-102
18031.00
12
RAMAPO COLLEGE
OF NEW JERSEY
Roof D. DESIGN
AREA 566 SF.
INCLUDES Roof C.
PLUMBING ROOF PLAN
RD-1, 3"
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
13
4/9/2016 3:19:44 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
4" MPG
STEEL STAIRS ON CONC. PLATFORMS
24" TREE
8" TREE
SEALED:
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
BRIDGE ABOVE, OPEN BELOW
ARCHITECT:
SANITARY MH
RIM=309.92
INV.=304.4
6" PVC
GRASS AREA
IDENTIFICATION AND/OR ABATEMENT OF
HAZARDOUS MATERIALS IS NOT PART OF THIS SCOPE
OF WORK. IF ASBESTOS OR OTHER HAZARDOUS
MATERIALS ARE ENCOUNTERED, THE CONTRACTOR
SHALL NOTIFY THE OWNER IMMEDIATELY.
REFER TO SPECIFICATIONS FOR RECYCLING,
CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL REQUIREMENTS.
OPENING IN THE EXISTING STRUCTURE SMALLER THAN
12" IN ANY DIRECTION ARE NOT IDENTIFIED ON THESE
DRAWINGS. SUBCONTRACTORS SHALL BE
RESPONSIBLE FOR PROVIDING OPENINGS SMALLER
THAN 12" AS REQUIRED FOR INSTALLATION OF THEIR
WORK.
OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE
MADE WITHOUT PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER.
DO NOT REMOVE ITEMS WHICH JEOPARDIZE THE
STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDEN
ELEMENTS OR DETERIORATED ELEMENTS ARE
ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.
PROTECT ADJACENT AREAS AND ITEMS "TO REMAIN"
DURING DEMOLITION/CONSTRUCTION.
REPAIR/REPLACE ITEMS DAMAGED DURING
CONSTRUCTION.
IF UNANTICIPATED HIDDEN ELEMENTS OR
DETERIORATED ELEMENTS ARE ENCOUNTERED, NOTIFY
THE OWNERS REPRESENTATIVE IMMEDIATELY.
REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL
DEMOLITION WORK.
REVIEW w/ OWNER TO DETERMINE WHAT, IF
ANYTHING, WILL BE REMOVED BY OWNER AND WHAT,
IF ANYTHING, IS TO BE SALVAGED & TURNED OVER
TO OWNER.
KEYED NOTES
6" PVC
6" PVC
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
D1. DISCONNECT, REMOVE, AND DISCARD AREA DRAIN AND
ASSOCIATED PIPING.
ENGINEER:
6" PVC
D2. DISCONNECT, REMOVE, AND DISCARD GUTTERS AND
DOWNSPOUTS.
D3. EXCAVATE, REMOVE, AND DISCARD 4" ST PIPING. RESTORATION IS
NOT REQUIRED SINCE AREA IS BEING EXPANDED UPON.
D4. DISCONNECT, REMOVE, AND DISCARD CLEAN OUT, ELBOWS,
AND WYES UP TO TRENCH DRAIN CONNECTION.
EDGE OF GRASS
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
D5. DISCONNECT, REMOVE, AND DISCARD TRENCH DRAIN AND
CONNECTED ASSOCIATED PIPING.
1
D6. REMOVE PIPING FROM TRENCH DRAIN TO CLEANOUT.
10" ST (1/8" / 12")
4" MPG
8" TREE
REVISIONS
D8. DISCONNECT, REMOVE, AND DISCARD STORM LATERAL.
RESTORATION OF GRADE TO BE DONE PER LANDSCAPING PLANS.
D9. HIGH PRESSURE NATURAL GAS LINE SHALL BE DISCONNECTED AND
REMOVED IN COORDINATION WITH PUBLIC SERVICE GAS AND
ELECTRIC.
Author
CHECKED BY:
Checker
D3
4" MPG
BUILDING LINE ABOVE
6" TREE
4"
INLET
GRATE=309.84
INV.=309.3
E
PVC
D9
G
4" ST
PAVERS
PAVERS
10" ST
ROCK WALL
D8
PE
E
4"
P
HD
HD
4"
INLET
GRATE=310.02
INV.=309.5
D2
INLET
GRATE=307.18
INV.=306.3
4" ST
3" ST
WOOD FENCE
D8
ST
10" TREE
10" TREE
D6
3" ST
3" ST
ABOVE GRO
UND
LP
7" TREE
10" TREE
D8
3" ST
STEAM PIP
ES
4"
D4
D8
D7
WOOD FEN
CE
WOOD FEN
CE
TELEPHONE MH
RIM 307.75
ABOVE GRO
UND
LP
UTILITY VAULT
PAVEMENT
STEAM PIP
ES
D10
MH "HIGH-VOLTS"
RIM 307.79
WOOD FEN
CE
4" MPG
PAVED ROADWAY
SIGN
EDGE OF P
AVEMENT
GAS PIPELINE MARKER
GV
PAVEMENT
UTILITY BOX
10" RCP
GAS PIPELINE MARKER
WV
FIRE HYDRANT
SIGN
ROCK WALL
WV
10" RCP
ISSUED:
3.24.2016
6" PVC
EDGE OF WOODS
GRAVEL
PARKING AREA
6" PVC
GUIDE RAIL
DESCRIPTION:
GAS METER
ENTIRE DRAWING
1
BID DOCUMENTS
SHEET:
1
PLUMBING DEMOLITION - EXTERIOR/UNDERGROUND
1/8" = 1'-0"
0
8
16
24
PD-100
18031.00
ST
RAMAPO COLLEGE
OF NEW JERSEY
PLUMBING DEMOLITION
4"
3"
12" RCP
PVC
6"
6" PVC
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
PV
C
4" MPG
8" PVC
STORM MH
RIM=309.93
INV.=305.6
RCNJ No. 201437-01C
PHASE 2 : ALTERATIONS
6" PVC
D2
8" TREE
EOI
DRAWN BY:
LP
D1
EOI
4.13.2016
D7. DISCONNECT, REMOVE, AND DISCARD AREA DRAIN.
D10. EXISTING STORM LATERAL BELOW PAVEMENT AND GRASS AREAS
TO BE REMOVED TO TERMINAL POINT AT POND. NEW PIPING SHALL BE
INSTALLED IN SAME TRENCH PER DRAWING P100. REFER TO P000 FOR
PIPE INSTALLATION AND SITE RESTORATION.
SANITARY MH
RIM=308.38
INV.=306.4
REVISION #1