3/23/2016 6:20:55 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
4"
MAX.
10" MAX.
2' - 6"
1' - 0"
3' - 0"
CODE COMPLIANCE
1' - 0"
2' - 0"
EXISTING PULL STATION
FS
EXISTING STROBE
TD
INDICATES TRAVEL DISTANCE
EW
INDICATES EXIT WIDTHS
ROL
INDICATES ROOM OCCUPANT LOAD
SEALED:
4
ADA - PROTRUSION LIMITS
E
MAXIMUM OCCUPANCY (BY OWNER)
ARCHITECT:
CODE REQUIREMENTS
1/2" = 1'-0"
LOCATION & LAYOUT OF EXISTING TOILET
ROOMS TO REMAIN UNCHANGED. EXISTING
FACILITIES MEET CURRENT OCCUPANCY.
THE STATE OF NEW JERSEY DEPARTMENT OF COMMUNITY AFFAIRS
REHABILITATION SUBCODE 5:23-6.
FX
CONSTRUCTION CLASSIFICATION
TYPE IIB (UNPROTECTED)
SPRINKLER PROTECTION
FULLY SPRINKLERED
BUILDING USE CLASSIFICATION
A2, UNCHANGED
NUMBER OF STORIES
2
LOCATION OF ALTERATION
FIRST FLOOR
AREA OF ALTERATION
7,920 SQ FT
LOCATION OF ADDITIONS
FIRST FLOOR
AREA OF ADDITIONS
2,125 SQ FT
BUILDING ACCESSIBILITY REMAINS UNCHANGED
FIRST FLOOR BUILDING TOILET FACILITIES RENOVATED
*REQUIRED NUMBER OF WATER CLOSETS WOMEN: 8
MEN: 5
PROVIDED NUMBER OF WATER CLOSETS WOMEN: 8
MEN: 5
*REQUIRED NUMBER OF LAVATORIES WOMEN: 8
MEN: 4
PROVIDED NUMBER OF LAVATORIES WOMEN: 8
MEN: 4
PROVIDED NUMBER OF DRINKING FOUNTAINS - 1
E
FP
K
E
TD =
2015 INTERNATIONAL BUILDING CODE - THE STATE OF NEW JERSEY
EDITION AND 2015 AMENDMENTS
COMPLETELY RENOVATED
RESTROOMS TO BE BROUGHT UP TO
CURRENT CODES AND STANDARDS
60'
0
0
E
E
FP
K
WOMEN
MEN
TRAVEL DISTANCE PER 1028.7
FP
EXISTING
VESTIBULE
K
TD = 65'
ROL = 17
RETAIL SERVERY
TD =
ROL = 15
FX
100
E
FP
C1
A
a
A
A
a
a
= 28,500 + 9,500 x 0.685
= 35,008 SQ FT BUILDING AREA/PER FLOOR
(ACTUAL FIRST FLOOR SQUARE FOOTAGE = 32,104)
(AMOUNT OF INCREASE)
I
VESTIBULE
ADDITION
I
D
TD = 3
8'
I
I
K
f
f
f
f
=
[F/P - 0.25] W/30
=
[874/935 - 0.25] 30/30
=
[0.935 - 0.25] 30/30
=
0.685
OCCUPANCY CALCULATIONS
E
FUNCTION OF SPACE
EXISTING MONUMENTAL STAIR
TO REMAIN UNCHANGED
FS
00
CA
BIN ET,
ND BATTER
01050F
NA
A
KR
BREAD
EXISTING TO REMAIN
TD
=
175
'
E
E
EXIT WIDTH REQUIREMENTS (PER SECTIONS 1028.2 & 1028.3)
ASSEMBLY MAIN EXIT WIDTH
EXISTING ACCESSIBLE
RAMP TO REMAIN
UNCHANGED
EXISTING TO REMAIN
TD = 190'
L
NA
O
AG
DI
13' - 4"
DOOR #6 (AT GRADE)
230 OCCUPANTS
230x.15 PER OCCUPANT =
34.5 INCHES OF EGRESS WIDTH REQUIRED.
72" OF WIDTH PROVIDED AT DOOR.
63.1" NET REQUIRED PER 1028.2 FOR
SECONDARY MEANS OF EGRESS.
N
TA
DIS
CE
841 / 2 x .15 = 63.1"
'
97
=1
TD = 130'
ASSEMBLY SECONDARY EXIT WIDTH
FS
FP
FX
STAIR WIDTH
DOOR #2 (AT GRADE) MAIN EXIT
300 OCCUPANTS
300x.15 PER OCCUPANT = 45"
63.1" NET REQUIRED PER 1028.2
FOR PRIMARY MEANS OF EGRESS.
108" OF WIDTH PROVIDED AT EXIT.
FS
C3
FX
E
FS
FS
841
TOTAL EXIT WIDTH REQUIRED BASED ON OCCUPANT LOAD:
841 x .15 = 126.15"
AREA OF ALTERATIONS
ROL = 56
SEATING COUNT = 56
C1
32
692
117
E
UPPER
RESIDENTIAL
DINING
AREA OF ALTERATIONS
TOTAL
C3
FS
EXISTING TO REMAIN
KITCHEN (SERVERIES)
TABLES & CHAIRS (LOOSE)
TABLES & CHAIRS (FIXED)
FLOOR AREA
GROSS SQ FT PER
SQ FT
OCCUPANT
6310
200
10379
15
1 PER 2 FEET
AREA OF ALTERATIONS
FX
FP
TD = 133'
4' - 0"
CLEAR
RETAIL DINING
UPPER LOUNGE
ROL = 385
SEATING COUNT = 313
ROL = 29
SEATING COUNT = 29
FS
E
REVISIONS
DRAWN BY:
JNC
CHECKED BY:
JNC
<250' FOR SPRINKLERED
A + NS x I
t
f
=
2'
TD = 8
FP
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
(MIXED OCCUPANCY, MULTISTORY BUILDINGS)
'
EXISTING STRUCTURE TO
REMAIN UNCHANGED
ENGINEER:
506.2.4 AREA MODIFICATION
DOOR #1 (AT GRADE)
35 OCCUPANTS
34x.15 PER OCCUPANT =
5.1 INCHES OF EGRESS WIDTH REQUIRED.
36" OF WIDTH PROVIDED AT DOOR.
E
RESIDENTIAL
SERVERY
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
DOOR #3 (AT GRADE)
40 OCCUPANTS
40x.15 PER OCCUPANT =
6 INCHES OF EGRESS WIDTH REQUIRED.
36" OF WIDTH PROVIDED AT DOOR.
841 / 2 x .15 = 63.1"
FP
FS
FS
LOWER
RESIDENTIAL
DINING
DOOR #4 (AT GRADE)
40 OCCUPANTS
40x.15 PER OCCUPANT =
6 INCHES OF EGRESS WIDTH REQUIRED.
36" OF WIDTH PROVIDED AT DOOR.
ROL = 289
SEATING COUNT = 240
TD = 31'
FS
FS
E
ROL = 41
SEATING COUNT = 29
14' - 3"
C1
FS
LOWER LOUNGE
STAIR WIDTH
TD
=
35
'
FX
TD = 9
0'
FP
E
ISSUED:
03.24.2016
DESCRIPTION:
FX
FS
BID DOCUMENTS
E
1
CODE COMPLIANCE PLAN
1/8" = 1'-0"
AREA OF
ALTERATIONS
EXISTING TO
REMAIN
DOOR #5 (AT GRADE)
100 OCCUPANTS
100x.15 PER OCCUPANT =
15 INCHES OF EGRESS WIDTH REQUIRED.
36" OF WIDTH PROVIDED AT DOOR.
SHEET:
N
G-001
PHASE 2: ALTERATIONS & ADDITIONS
GREY AREA INDICATES NO WORK
WITHIN THIS AREA.
APPLICABLE CODES
RCNJ No. 2014-37-01C
EXISTING EXITS, PULL STATIONS, & FIRE
EXTINGUISHERS TO REMAINED UNCHANGED
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
TRUSS IDENTIFICATION SIGN
EXISTING 2 HOUR
FIREWALL SEPARATION.
TO REMAIN UNCHANGED.
EXISTING EXITS, PULL STATIONS, & FIRE
EXTINGUISHERS TO REMAINED UNCHANGED
CT
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
C3
EXISTING 2 HOUR
FIREWALL SEPARATION.
TO REMAIN UNCHANGED
DOOR #8 (AT GRADE)
17 OCCUPANTS
17x.15 PER OCCUPANT =
2.55 INCHES OF EGRESS WIDTH REQUIRED.
36" OF WIDTH PROVIDED AT DOOR.
TE
SIGN REQUIREMENTS
1/2" = 1'-0"
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
MAX. SIDE REACH
OVER OBSTRUCTION
I
RAMAPO COLLEGE
OF NEW JERSEY
1/2" = 1'-0"
ADA - WHEELCHAIR TURNING SPACE
R E D A RC H
SCOTT STUDENT CENTER
RESIDENTIAL DINING
2
ADA - REACH STANDARDS
DOOR #7 (AT GRADE)
56 OCCUPANTS
56x.15 PER OCCUPANT =
8.4 INCHES OF EGRESS WIDTH REQUIRED.
36" OF WIDTH PROVIDED AT DOOR.
TE
No.
16419
CODE COMPLIANCE PLAN
2' - 10" MAX.
3' - 10"
4' - 0" MAX.
3
FIRE EXTINGUISHER
S
INDICATES 2 HOUR MINIMUM FIREWALL
C1
CLOSET
INDICATES 1 HOUR MINIMUM FIREWALL
C N
RK
N
21" MAX.
INDICATES TRAVEL DISTANCE
I
OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (2'-3") AND NOT
MORE THAN 80 INCHES (6'-8") ABOVE THE FLOOR SHALL PROTRUDE 4
INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.
E
NEW
OF O J
SEY
ER OR
T-SHAPED SPACE FOR 180° TURNS
60-IN. DIAMETER SPACE
4' - 0" MAX.
FP
R EG
307.2 - PROTRUSION LIMITS
INDICATES LOCATION OF NEW FX-K FOR KITCHEN GREASE FIRES-WET
CHEMICAL TYPE
MA
5' - 0"
5' - 0"
K
INDICATES FIRE EXTINGUISHERS
3' - 0"
2' - 6"
INDICATES LOCATION OF EXITS
S TAT
2' - 0"
E
FX
A.F.F.
HIGH/LOW SIDE
REACH LIMITS
OUTLET/SWITCHES/CONTROLS
INDICATES HANDICAP ACCESSIBILITY
5' - 0"
5' - 0"
6' - 8" A.F.F.
32" - 42" PREFERRED
48" MAX.
9" MIN.
2' - 3"
SHELVES
MIN.
1' - 0"
MIN.
1' - 3"
4' - 0" MAX.
1' - 9"
MAX.
32" - 42" PREFERRED
ACCESS RANGE
4' - 0" MAX.
CODE LEGEND
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
3/23/2016 6:18:42 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
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
ROOF LEVEL NOTES
•
•
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
•
5
Sim
•
A-171
2
ROOF PLAN - SUN SHADE
1/4" = 1'-0"
3
•
•
Sim
•
A-171
1/4"/1'
SLOPE
5
Sim
NEW ROOF
LEVEL D
CHECKED BY:
JNC
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
TYPE
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
PANEL SCHEDULE NOTES:
HP
THROUGH WALL
SCUPPER
PANEL
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
RAMAPO COLLEGE
OF NEW JERSEY
A-171
Sim
ROOF PLAN
4
1/2" H.D. WOOD FIBERBOARD INSULATION
.5"
AA
1.0"
A
1.5"
B
LP
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
SLOPE
9
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
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
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
JNC
RCNJ No. 2014-37-01C
•
DRAWN BY:
SCOTT STUDENT CENTER
RESIDENTIAL DINING
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
Q.1
2.9
EXISTING BRICK WALL
TO REMAIN
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
SELF ADHERING FLASHING TAPE
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
SPLICE ADHESIVE
CONTINUOUS SEALANT
SEAM EDGE TREATMENT
SURFACE MOUNTED TWO
PIECE COUNTER FLASHING
ROOF SYSTEM
•
•
•
•
•
SURFACE MOUNTED TWO
PIECE COUNTER FLASHING
•
EPDM FLASHING
TERMINATION BAR &
SEALANT 12" O.C. w/
CONTINUOUS SEALANT
SPONGE TUBING, 1.5 TIMES LARGER THAN GAP
EPDM CRADLE PACKED w/ INSULATION
PT WOOD BLOCKING TO MATCH
NEW ROOF INSULATION HEIGHT
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
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.
EPDM FLASHING
SEALED:
MA
5
A-300
E
R EG
2"
S
I
STRUCTURAL STEEL
BEAMS, REFER TO
STRUCTURAL DWGS.
T.O.PARAPET
15' - 8"
TE
C N
RK
N
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
Sim
NEW
OF O J
SEY
ER OR
S TAT
STOREFRONT WINDOW
SYSTEM, REFER TO A002
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
No.
16419
CT
1' - 8"
TOWER BOTTOM
OF DECK
21' - 6"
TE
4"
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
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
8" MIN.
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
8" MIN.
3/23/2016 6:18:46 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
R E D A RC H
I
ROOF SYSTEM
10
A-171
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
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.
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
3
STRUCTURAL BEAM, REFER TO
STRUCTURAL DWGS.
COMPRESSIBLE FILLER
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
1 1/2" = 1'-0"
BRICK MASONRY W/ MASONRY
ANCHORS @ 16" O.C. (VERT. & HORIZ.)
6" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
•
•
•
•
CONTINUOUS SEALANT
(BEYOND)
EPDM FLASHING
(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"
8" 18 Ga. METAL STUDS FRAMING
@ 16" O.C. FILLED w/ UNFACED
BATT INSULATION
4"
FULL HEIGHT MORTAR NET
6
ALUMINUM FASCIA ON (2) 3/4"
PLYWOOD, REFER TO SPECIFICATIONS
BRICK WALL ROOF EDGE DETAIL
1 1/2" = 1'-0"
PERIMETER STEEL ANGLE,
REFER TO STRUCTURAL DWGS.
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
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
STOREFRONT SYSTEM
MULLION COVER
FLASHING w/
CONTINUOUS SEALANT
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
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
EPDM FLASHING
SLOPE
•
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.
PERIMETER STEEL ANGLE,
REFER TO STRUCTURAL DWGS.
ROOF SYSTEM
1" SPANDREL PANEL,
REFER TO SPECIFICATIONS
•
•
•
•
STEEL TUBE, REFER TO
STRUCTURAL DWGS.
ROOF DETAIL @ SECOND FLOOR STOREFRONT
•
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
2' - 0"
V.I.F.
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
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.
SLOPE
ROOF SYSTEM
GYPSUM J MOLD
FINISH EDGE
8" MIN.
PRESSURE SENSITIVE CURE COVER
STRIP w/ CONTINUOUS LAP 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.
SKYLIGHT RAFTER (BEYOND),
REFER TO SPECIFICATIONS
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
ROOF SYSTEM
•
•
•
•
2" INSULATED METAL PANEL
VESTIBULE HIGH TO LOW ROOF
SHEET MEMBRANE AIR VAPOR BARRIER
ON 1/2" EXT. GRADE SHEATHING
STEEL ANGLE, REFER TO STRUCTURAL DWGS.
VARIES
SHEET MEMBRANE AIR VAPOR
BARRIER ON 1/2" EXT. GRADE
SHEATHING
1 1/2" = 1'-0"
2" RIGID INSULATION
CAVITY VENT @ 24" O.C.
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.
BACKER ROD & SEALANT
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
6" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
JNC
ROOF SYSTEM
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
SLOPE
CHECKED BY:
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
24"x24" CONCRETE SPLASH
BLOCK ON SLIP SHEET @ BASE
OF DOWNSPOUT (BEYOND)
3 5/8" 18 Ga. METAL STUDS
FRAMING @ 16" O.C. CLIP TO
EXISTING BEAM.
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
JNC
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.
DRAWN BY:
EPDM FLASHING (BEYOND)
2"
4
REVISIONS
2" RIGID INSULATION
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
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.
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.
CORNER BEAD, TYPICAL
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
ISSUED:
03.24.2016
STEEL ANGLE, REFER TO STRUCTURAL DWGS.
DESCRIPTION:
STEEL BEAM, REFER TO STRUCTURAL DWGS.
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
BRICK MASONRY W/
MASONRY ANCHORS @ 16"
O.C. (VERT. & HORIZ.)
RCNJ No. 2014-37-01C
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
EPDM MEMBRANE,
FULLY ADHERED
RAMAPO COLLEGE
OF NEW JERSEY
2' - 10"
•
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.
CAVITY VENT @ 24" O.C.
4" ALUMINUM FASCIA w/ CONT.
CLEAT ANCHORED @ 6" O.C.
8"
ROOF SYSTEM
ENGINEER:
COMPRESSIBLE FILLER
6" WIDE PRESSURE SENSITIVE
CURE COVER STRIP w/
CONTINUOUS LAP SEALANT
2x PRESSURE TREATED WOOD BLOCKING
TWO PIECE COUNTERFLASHING &
TERMINATION BAR w/
CONTINUOUS SEALANT
T.O.PARAPET
15' - 8"
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
GYPSUM J MOLD FINISH EDGE
•
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
SCOTT STUDENT CENTER
RESIDENTIAL DINING
BACKER ROD & SEALANT, ALL SIDES
TERMINATION BAR &
SEALANT 12" O.C. w/
CONTINUOUS SEALANT
(BEYOND)
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.
4"
NEW STOREFRONT SYSTEM, REFER TO
A-002. ALIGN HEAD OF NEW STOREFRONT
TO LOCATION OF REMOVED
STOREFRONT.
SHIM AS REQUIRED
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED
8"
3/4" = 1'-0"
•
•
•
•
SLOPE
ROOF SYSTEM
TOWER ROOF DRAIN
3"
1
ARCHITECT:
1 1/2" = 1'-0"
NEW ROOF TO EXISTING BRICK WALL @
EXPANSION JOINT
2
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
ROOF DETAILS
•
Sim
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.
4"
•
•
•
•
3/23/2016 6:18:56 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
EXTERIOR ELEVATIONS
KEYED NOTES
16 15
14 10.3 13
12 11 10.9 10.8
10.2 10
9
8
7.1
7
6
5
4
3
2.9 2.1
2
1.9
1
3.
4.
5.
SEE NOTE 2
2
1
SEE NOTE 5
A-201
A-301
SEE NOTE 10
6.
7.
8.
SEE NOTE 14, TYPICAL
SEE NOTE 1
SEE NOTE 9
8
A-300
CJ
T.O.PARAPET
15' - 8"
SF12
CJ
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
14.
HIGH PERFORMANCE PAINT SYSTEMS
A.
STRUCTURAL STEEL (PREVIOUSLY COATED FACTORY APPLIED SHOP PRIMER)
1.
URETHANE SYSTEM (WATER BASE):
A.
GLOSS FINISH:
1)
1ST COAT: S-W PRO INDUSTRIAL
PRO-CRYL UNIVERSAL PRIMER,
B66-310 SERIES. (5.0 MILS WET,
2.0
MILS DRY).
2)
2ND COAT: S-W WATERBASED
ACROLON 100, B65-720 SERIES.
3)
3RD COAT: S-W WATER BASED
ACROLON 100, B65-720 SERIES
(4.0 MILS WET, 2.0 MILS DRY PER
COAT).
B.
NON-FERROUS METAL (EXTERIOR GALVANIZED
PIPING):
1.
URETHANE SYSTEM (SOLVENT BASE):
A.
GLOSS FINISH:
1)
1ST COAT: S-W RECOATABLE
EPOXY PRIMER, B67-5 SERIES (6.0
MILS WET, 4.0 MILS DRY).
2)
2ND COAT: S-W HI-SOLIDS
POLYURETHANE, B65-300 SERIES.
3)
3RD COAT: S-W HI-SOLIDS
POLYURETHANE, B65-300 SERIES
(4.5 MILS WET, 3.0 MILS DRY PER
COAT).
C.
FERROUS METAL (EXTERIOR PIPING)
A.
SEMI-GLOSS FINISH:
1)
1ST COAT: S-W GALVAPAC 1K
ZINC PRIMER (3.0 – 4.0 MILS DRY)
2)
2ND COAT: S-W MACROPOXY
646 FAST CURE EPOXY (5.0 – 10.0
MILS DRY)
3)
3RD COAT: S-W HI-SOLIDS
POLYURETHANE, B65-350 SERIES
(4.5 MILS WET, 3.0 MILS DRY PER
COAT).
SEE NOTE 4
SF1
SF2
W2
SEE NOTE 6
MAIN LEVEL
0' - 0"
SEE NOTE 2
EXISTING BUILDING
SEE NOTE 13
NEW ADDITION
RES-LOWERLEVEL
-1' - 8"
SEE NOTE 5
SEE NOTE 1
SEE NOTE 6
1
EAST
1/8" = 1'-0"
1
1.9
2
2.1
2.9
3
4
5
6
7
7.1
8
9 10 10.2 10.8 10.9 11
12
13 10.3 14
15
16
S
TE
C N
RK
No.
16419
R E D A RC H
I
EXTERIOR PAINT ON ALL EXPOSED STEEL MUST BE AS
FOLLOWS, OR SIMILAR:
SEE NOTE 6
SF13
E
I
12.
13.
R EG
A-301
10.
11.
NEW
OF O J
N
4
9.
SEY
ER OR
SF10
TOWER BOTTOM
OF DECK
21' - 6"
SEALED:
CT
17
TE
18
MA
2.
STOREFRONT WINDOW SYSTEM w/ VARIABLE WIDTH
MULLION SPACING, & MULTIPLE WINDOW GLASS TINTS.
REFER TO A-002 & SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
STOREFRONT WINDOW SYSTEM w/ VARIABLE WIDTH
MULLION SPACING. ALIGN NEW STOREFRONT TO
LOCATION OF REMOVED STOREFRONT. REFER TO A-002 &
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PARTIAL NEW BRICK WALL INFILL AT BASE TO ALIGN w/
ADJACENT EXISTING OPENING. REFER TO A-301 FOR
ADDITIONAL INFORMATION.
PAINTED METAL CHANNEL EXTERIOR OF STOREFRONT.
REFER TO STRUCTURAL DWGS.
NEW BRICK TO MATCH EXISTING BRICK OF BUILDING.
COURSING TO MATCH EXISTING BUILDING.
NEW METAL PANEL WALL.
NOT USED.
PAINTED METAL COLUMNS & GLASS CANOPY AT ENTRY
AREA
PAINTED METAL CHANNEL AT CORNERS. REFER TO
STRUCTURAL DRAWINGS.
PYRAMID SKYLIGHT, REFER TO SPECIFICATIONS.
NEW ALUMINUM SIGNAGE AS PER SPECIFICATIONS.
VERIFY FONT SIZE & CONTENT w/ OWNER PRIOR TO THE
START OF WORK.
EXISTING BRIDGE TO REMAIN.
PAINTED METAL SUN SHADE. REFER TO STRUCTURAL
DRAWINGS.
EXTERIOR POST LIGHT, REFER TO ELECTRICAL DRAWINGS.
S TAT
1.
17
Q.3 Q.2
Q.1 Q
Q Q.1
Q.2 Q.3
SEE NOTE 2
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
DRAWN BY:
JNC
CHECKED BY:
JNC
1
102
107
NEW ADDITION
MAIN LEVEL
0' - 0"
EXISTING BUILDING
SEE NOTE 1
2
NEW ADDITION
SEE NOTE 2
SEE NOTE 8
SEE NOTE 2
MAIN LEVEL
0' - 0"
EXISTING BUILDING
MAIN LEVEL
0' - 0"
EXISTING BUILDING
SEE NOTE 2
SEE NOTE 1
3
WEST
4
VESTIBULE SOUTH
1/8" = 1'-0"
A.4
B
B.7
C
D
E
F
G
H
I
J
K
VESTIBULE NORTH
1/8" = 1'-0"
1/8" = 1'-0"
A
NEW ADDITION
L
M
N
O
Q
Q.1
Q.2 Q.3
1
A-201
SEE NOTE 2
SEE NOTE 10
SEE NOTE 11
SEE NOTE 14, TYPICAL
TOWER BOTTOM
OF DECK
21' - 6"
SEE NOTE 1
9
SEE NOTE 9
SF10
A-300
T.O.PARAPET
15' - 8"
SF11
10
3
A-300
A-301
CJ
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
W4
SF7A
SEE NOTE 7
SEE NOTE 1
SF2
W3
W2
MAIN LEVEL
0' - 0"
RES-LOWERLEVEL
-1' - 8"
SF3
SF4
SF5
SF6
103
SEE NOTE 8
102
104
SEE NOTE 5
SEE NOTE 1
SEE NOTE 6
SEE NOTE 4
NEW ADDITION
EXISTING BUILDING
SEE NOTE 2
SEE NOTE 3
SEE NOTE 2
SEE NOTE 1
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
5
NORTH
1/8" = 1'-0"
SHEET:
A-200
PHASE 2: ALTERATIONS & ADDITIONS
103
RCNJ No. 2014-37-01C
SF7A
SEE NOTE 8
RAMAPO COLLEGE
OF NEW JERSEY
SEE NOTE 8
SF7
SF6
EXTERIOR ELEVATIONS
SEE NOTE 1
SF7C
SCOTT STUDENT CENTER
RESIDENTIAL DINING
SEE NOTE 12
SF7B
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
A-302
3/23/2016 6:18:59 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
5
7.1
8
1
8
2
4
A-301
A-300
A-201
A-301
SEALED:
MA
I
S
TE
N
R EG
TOWER BOTTOM
OF DECK
21' - 6"
C N
RK
SEY
ER OR
E
NEW
OF O J
No.
16419
CT
2.9
TE
1.9 2.1
S TAT
1
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.
T.O.PARAPET
15' - 8"
ARCHITECT:
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
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
MAIN LEVEL
0' - 0"
RES-LOWERLEVEL
-1' - 8"
CHECKED BY:
JNC
BUILDING SECTION 1
B
A.4
B.7
C
1
A-201
2.1
BUILDING SECTION 2 3D VIEW
T.O.PARAPET
15' - 8"
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
RAMAPO COLLEGE
OF NEW JERSEY
A
SCOTT STUDENT CENTER
RESIDENTIAL DINING
1/4" = 1'-0"
6
A-301
MAIN LEVEL
0' - 0"
RES-LOWERLEVEL
-1' - 8"
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
2
BUILDING SECTION 2
1/4" = 1'-0"
SHEET:
A-201
PHASE 2: ALTERATIONS & ADDITIONS
JNC
RCNJ No. 2014-37-01C
1
DRAWN BY:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
BUILDING SECTION 1 3D VIEW
BUILDING SECTIONS
1.1
REVISIONS
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED.
METAL PANEL BASE EXTRUSION
w/ WEEPS & SELF ADHERING
FLASHING TAPE
BRICK MASONRY W/
MASONRY ANCHORS @ 16"
O.C. (VERT. & HORIZ.)
CORNER BEAD, TYPICAL
FULL HEIGHT MORTAR NET
SEALANT, ALL SIDES
STOREFRONT WINDOW
SYSTEM, REFER TO A002
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED.
CAVITY VENT @ 24" O.C.
CORNER BEAD, TYPICAL
BRICK MASONRY
RETURN @ WINDOW
SEALANT, ALL SIDES
STOREFRONT WINDOW
SYSTEM, REFER TO A002
BACKER ROD & SEALANT
PAINTED STEEL LINTEL, REFER
TO STRUCTURAL DWGS.
SHIM AS REQUIRED
6"
VARIES
w/ CURVE
VARIES
w/ CURVE
2
3
WINDOW HEAD DETAIL @ BRICK
SEALANT, ALL SIDES
BACKER ROD & SEALANT
METAL PANEL COVER EXTRUSION
w/ WEEPS & FLASHING
PANEL CLIP & FASTENER @
VERTICAL JOINTS, SET IN SEALANT.
SHEET MEMBRANE AIR VAPOR
BARRIER ON 1/2" EXT. GRADE
SHEATHING
FULL HEIGHT MORTAR NET
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
BRICK MASONRY W/
MASONRY ANCHORS @ 16"
O.C. (VERT. & HORIZ.)
WALL BASE, REFER TO A103
THRU-WALL FLASHING
2" INSULATED METAL PANEL
WALL BASE, REFER TO A103
CAVITY VENT @ 24" O.C.
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
PANEL CLIP & FASTENER @
VERTICAL JOINTS, SET IN SEALANT.
1" RIGID INSULATION @ FLOOR SLAB
PERIMETER, RETURN UP FOUNDATION WALL
FILL CAVITY w/ NON-SHRINK GROUT
BELOW THRU-WALL FLASHING
METAL PANEL BASE EXTRUSION
w/ WEEPS & FLASHING
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
11 1/4"
SLOPE
1/2" SOLID SURFACE
ON 1/2" PLYWOOD
1"
OVHG
CONTINUOUS SEALANT
1/2"
OVHG
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED.
SHEET MEMBRANE AIR VAPOR
BARRIER ON 1/2" EXT. GRADE
SHEATHING
E
NEW
OF O J
S
TE
C N
RK
No.
16419
R E D A RC H
I
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
SLOPE
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
RES LOWER
RES-LOWERLEVEL
LEVEL
-1' - 8" -1' - 8"
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
ARCHITECT:
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
CONCRETE SLAB ON GRADE
ON COMPACTED FILL, REFER
TO CIVIL DWGS.
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
1" RIGID INSULATION @ FLOOR SLAB
PERIMETER, RETURN UP FOUNDATION WALL
RES-LOWERLEVEL
-1' - 8"
BACKER ROD & SEALANT
CAVITY VENT @ 24" O.C.
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
2" RIGID INSULATION
SEALANT, ALL SIDES
BRICK MASONRY W/
MASONRY ANCHORS @ 16"
O.C. (VERT. & HORIZ.)
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED.
2" INSULATED METAL PANEL
BACKER ROD & SEALANT
STOREFRONT WINDOW SYSTEM
SNAP ON STOOL TRIM
CONTINUOUS SEALANT
1/2"
OVHG
SHIM, AS REQUIRED
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
N
5 5/8"
1' - 4"
I
6"
SEALED:
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
R EG
BACKER ROD & SEALANT
STOREFRONT WINDOW
SYSTEM, REFER TO A002
1/2" SOLID SURFACE
ON 1/2" PLYWOOD
5 5/8"
WINDOW JAMB DETAIL
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
BRICK MASONRY (BEYOND)
BACKER ROD & SEALANT
6"
LINE OF SOLID SURFACE SILL
(BEYOND)
1 1/2" = 1'-0"
4 1/2"
STOREFRONT WINDOW
SYSTEM, REFER TO A002
SHIM AS REQUIRED
4 1/2"
VARIES
w/ CURVE
SHIM AS REQUIRED
BACKER ROD & SEALANT
5 5/8"
1 1/2" = 1'-0"
6"
SEALANT, ALL SIDES
SEY
ER OR
1 1/2" = 1'-0"
6"
CORNER BEAD, TYPICAL
LINE OF WINDOW SILL
(BEYOND)
SHIM AS REQUIRED
4 1/2"
WINDOW HEAD DETAIL
VARIES
w/ CURVE
BACKER ROD & SEALANT
STOREFRONT WINDOW
SYSTEM, REFER TO A002
(2) 8" 18 Ga. METAL STUD,
FILLED w/ BATT INSULATION
BRICK MASONRY W/
MASONRY ANCHORS @ 16"
O.C. (VERT. & HORIZ.)
THRU-WALL FLASHING
BACKER ROD & SEALANT
1
2" RIGID INSULATION
8" 18 Ga. METAL STUD BOX HEADER,
FILLED w/ BATT INSULATION
FULL HEIGHT MORTAR NET
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
CT
2" RIGID INSULATION
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
TE
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
PANEL CLIP & FASTENER @
VERTICAL JOINTS, SET IN SEALANT.
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
MA
2" INSULATED METAL PANEL
S TAT
SHEET MEMBRANE AIR VAPOR
BARRIER ON 1/2" EXT. GRADE
SHEATHING
CONCRETE FOUNDATION,
REFER TO STRUCTURAL DWGS.
CONCRETE SLAB ON GRADE
ON COMPACTED FILL, REFER
TO CIVIL DWGS.
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
CONCRETE FOUNDATION,
REFER TO STRUCTURAL DWGS.
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
7
METAL PANEL WALL SILL DETAIL
1 1/2" = 1'-0"
1 1/2" = 1'-0"
Sim
T.O.PARAPET
15' - 8"
Sim
9' - 10"
EXTERIOR
STOREFRONT WINDOW
SYSTEM, REFER TO A002
STOREFRONT WINDOW
SYSTEM, REFER TO A002
STOREFRONT WINDOW
SYSTEM, REFER TO A002
Sim
Sim
4
A-300
SOLID SURFACE WINDOW SILL
4
A-300
SOLID SURFACE WINDOW SILL
SOLID SURFACE WINDOW SILL
•
•
•
2" INSULATED METAL PANEL
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
5/8" GYPSUM WALL BOARD
•
•
•
•
•
WALL BASE, REFER TO A103
6
A-300
•
•
2" INSULATED METAL PANEL
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
5/8" GYPSUM WALL BOARD
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
Sim
6
A-300
•
•
•
2" INSULATED METAL PANEL
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
5/8" GYPSUM WALL BOARD
WALL BASE, REFER TO A103
WALL BASE, REFER TO A103
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
RES-LOWERLEVEL
-1' - 8"
Sim
6
A-300
RES-LOWERLEVEL
-1' - 8"
4' - 0"
•
•
EXTERIOR WALL ASSEMBLY:
EXTERIOR WALL ASSEMBLY:
EXTERIOR WALL ASSEMBLY:
4' - 0"
4
A-300
RES-LOWERLEVEL
-1' - 8"
2' - 0"
2' - 0"
2' - 0"
MIN.
MIN.
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
CONCRETE FOUNDATION
& FOOTING, REFER TO
STRUCTURAL DWGS.
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
MIN.
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
CONCRETE FOUNDATION
& FOOTING, REFER TO
STRUCTURAL DWGS.
CONCRETE FOUNDATION
& FOOTING, REFER TO
STRUCTURAL DWGS.
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
8
RESIDENTIAL SEATING @ WINDOW 1
3/4" = 1'-0"
9
RESIDENTIAL SEATING @ WINDOW 2
3/4" = 1'-0"
10
RESIDENTIAL SEATING @ WINDOW 3
3/4" = 1'-0"
A-300
PHASE 2: ALTERATIONS & ADDITIONS
7' - 10"
7' - 10"
INTERIOR
RAMAPO COLLEGE
OF NEW JERSEY
1
A-300
RCNJ No. 2014-37-01C
METAL PANEL SOFFIT
2 1/2" METAL STUD @ 16" O.C., w/
CLIP ANGLE BACK TO STEEL BEAM,
FILL w/ UNFACED BATT INSULATION
Sim
EXTERIOR
INTERIOR
JNC
4' - 0"
EXTERIOR METAL SUNSHADE,
REFER TO STRUCTURAL DWGS.
EXTERIOR
CHECKED BY:
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
EXTERIOR METAL SUNSHADE,
REFER TO STRUCTURAL DWGS.
INTERIOR
JNC
SCOTT STUDENT CENTER
RESIDENTIAL DINING
2' - 0"
1' - 1"
3 5/8" METAL STUD @ 16" O.C., w/
CLIP ANGLE BACK TO STEEL BEAM,
FILL w/ UNFACED BATT INSULATION
DRAWN BY:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
REVISIONS
9
A-171
2' - 0"
1' - 4"
2 B.C.
1' - 4"
2' - 0"
1' - 1"
METAL PANEL SOFFIT
2 1/2" METAL STUD @ 16" O.C., w/
CLIP ANGLE BACK TO STEEL BEAM,
FILL w/ UNFACED BATT INSULATION
•
•
•
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
3' - 6"
3 5/8" METAL STUD @ 16" O.C., w/
CLIP ANGLE BACK TO STEEL BEAM,
FILL w/ UNFACED BATT INSULATION
PAINTED STRUCTURAL BEAM REFER TO STRUCTURAL DWGS.
10
A-171
•
•
•
BRICK MASONRY W/ MASONRY ANCHORS @
16" O.C. (VERT. & HORIZ.)
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
EPDM ROOFING SYSTEM,
FULLY ADHERED
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
METAL PANEL SOFFIT
Sim
9
A-171
10
A-171
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
1
A-300
Sim
Sim
EPDM ROOFING SYSTEM,
FULLY ADHERED
1' - 6"
2' - 0"
•
•
•
•
T.O.PARAPET
15' - 8"
1' - 4"
10
A-171
BRICK MASONRY W/ MASONRY ANCHORS
@ 16" O.C. (VERT. & HORIZ.)
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
9 BRICK COURSES
•
•
EPDM ROOFING SYSTEM,
FULLY ADHERED
•
•
•
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
EXTERIOR WALL ASSEMBLY:
2 B.C.
9
A-171
•
•
T.O.PARAPET
15' - 8"
9 BRICK COURSES
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
•
•
•
BRICK MASONRY W/ MASONRY ANCHORS
@ 16" O.C. (VERT. & HORIZ.)
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16"
O.C.
UNFACED BATT INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
2' - 0"
•
6
A-171
EXTERIOR WALL ASSEMBLY:
2' - 0"
EXTERIOR WALL ASSEMBLY:
Sim
6
A-171
6
A-171
ENGINEER:
WALL SECTIONS
1 1/2" = 1'-0"
BRICK WALL BASE DETAIL
1' - 1"
1 1/2" = 1'-0"
6
WINDOW SILL DETAIL @ BRICK
9 BRICK COURSES
5
WINDOW SILL DETAIL
2 B.C.
4
2' - 0"
3/23/2016 6:19:03 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
A.4
3
A-001
BACKER ROD &
SEALANT, ALL SIDES
2" RIGID INSULATION
STOREFRONT WINDOW
SYSTEM, REFER TO A002
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
EXTERIOR DOOR w/ ADA
COMPLIANT THRESHOLD,
REFER TO A001
SHIM AS REQUIRED
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
1' - 8"
STRUCTURAL BEAM - REFER
TO STRUCTURAL DWGS.
3 5/8" METAL STUD @ 16" O.C., w/
CLIP ANGLE BACK TO STEEL BEAM,
FILL w/ UNFACED BATT INSULATION
S
CONCRETE FOUNDATION,
REFER TO STRUCTURAL DWGS.
4"
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
1/4"/1' SLOPE
INTERIOR
I
3 5/8" METAL STUD @ 16"
O.C., FILL w/ UNFACED
BATT INSULATION
EXTERIOR
CONCRETE SLAB ON GRADE
ON COMPACTED FILL, REFER
TO CIVIL DWGS.
TE
C N
RK
N
EPDM ROOFING SYSTEM,
FULLY ADHERED
METAL PANEL SOFFIT
1/4"/1' SLOPE
RES-LOWERLEVEL
-1' - 8"
R EG
SKYLIGHT, REFER TO
SPECIFICATIONS
E
SEY
ER OR
SLOPE
NEW
OF O J
MA
8
A-171
SEALED:
No.
16419
CT
EXTERIOR
TE
A
S TAT
3/23/2016 6:19:06 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
R E D A RC H
I
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
TOWER BOTTOM
OF DECK
21' - 6"
5/8" DIA. DOWEL, REFER TO
STRUCTURAL DWGS.
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:
Sim
A
SOLID SURFACE WINDOW SILL
5
A-300
•
•
•
•
Sim
6
A-171
•
•
•
BRICK MASONRY W/ MASONRY ANCHORS
@ 16" O.C. (VERT. & HORIZ.)
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
5/8" GYPSUM WALL BOARD
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
THRU-WALL FLASHING
•
•
•
BRICK ROWLOCK COURSE
TO ALIGN w/ EXISTING
BUILDING'S ROWLOCK
COURSE. VERIFY IN FIELD.
BRICK MASONRY W/ MASONRY ANCHORS
@ 16" O.C. (VERT. & HORIZ.)
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUD
BOX HEADER
2 1/2" METAL STUD @ 16" O.C., w/
CLIP ANGLE BACK TO STEEL BEAM,
FILL w/ UNFACED BATT INSULATION
BRICK SOLDIER COURSE TO
ALIGN w/ EXISTING
BUILDING'S SOLDIER COURSE
EXTERIOR
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
CAVITY VENT @ 24" O.C.
BRICK SOLDIER COURSE TO
ALIGN w/ EXISTING
BUILDING'S SOLDIER COURSE.
VERIFY IN FIELD.
EXTERIOR WALL ASSEMBLY:
•
•
•
•
G
EXPANSION JOINT, FILLED w/
COMPRESSIBLE FILLER. REFER
TO SPECIFICATIONS
5/8" EXTERIOR GRADE GYPSUM
WALL BOARD ON 8" 20 Ga. METAL
STUDS FRAMING @ 16" O.C. FILLED
w/ UNFACED BATT INSULATION.
REFER TO A102 FOR FINISHES.
8" 18 Ga. METAL STUD BOX HEADER,
FILLED w/ BATT INSULATION
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED.
11"
11"
5"
1/2"
1' - 0"
RES-LOWERLEVEL
-1' - 8"
#4 DOWEL @ 12" O.C., EPOXY GROUT
INTO EXISTING SLAB ON GRADE &
EXISTING FOUNDATION WALL
NEW STAIR SECTION
STOREFRONT DOOR
SYSTEM, REFER TO A-001
5
A-300
EXTERIOR
INTERIOR
EXTERIOR WALL ASSEMBLY:
•
•
•
7
A-300
NEW CONCRETE NOSING. PROVIDE
NON-SLIP NOSING CAST INTO NOSING
@ STAIR ONLY. FINISH AS SCHEDULED
1' - 2"
1' - 2"
(2) #4
1"
EXISTING FLOOR TO REMAIN,
FINISH AS SCHEDULED
2
A-301
MAIN LEVEL
0' - 0"
EQ.
•
•
•
BRICK MASONRY W/ MASONRY ANCHORS @
16" O.C. (VERT. & HORIZ.)
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
5/8" GYPSUM WALL BOARD
WALL BASE, REFER TO A103
RES-LOWERLEVEL
-1' - 8"
EQ.
2" RIGID INSULATION - EXTEND
MIN. 2' HORIZONTAL FROM
FOUNDATION WALL BELOW SLAB.
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
EQ.
18 BRICK COURSES
4' - 0"
•
JNC
MAIN LEVEL
0' - 0"
3/4" = 1'-0"
EXISTING BUILDING, BEYOND
CHECKED BY:
(2) #4
1/4" x 4" CONTINUOUS PLATE w/
4" x 1/2" DIA. HEADED ANCHORS
@ 24" O.C. SET IN EPOXY GROUT
5
JNC
EXISTING FLOOR TO REMAIN,
FINISH AS SCHEDULED
PRECAST CONCRETE STAIRS, FINISH
AS SCHEDULED. PROVIDE NON-SLIP
NOSING CAST INTO STAIR.
2" RIGID INSULATION
DRAWN BY:
NEW CONCRETE NOSING. PROVIDE
NON-SLIP NOSING CAST INTO NOSING
@ STAIR ONLY. FINISH AS SCHEDULED
11' - 0"
•
•
•
BRICK MASONRY W/ MASONRY ANCHORS @
16" O.C. (VERT. & HORIZ.)
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER ON
1/2" EXT. GRADE SHEATHING
8" 18 Ga. METAL STUDS FRAMING @ 16" O.C.
UNFACED BATT INSULATION
5/8" GYPSUM WALL BOARD
F
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
PAINTED STEEL LINTEL, REFER
TO STRUCTURAL DWGS.
78 BRICK COURSES
17' - 4"
9' - 4"
STOREFRONT WINDOW
SYSTEM, REFER TO A002
3/4" = 1'-0"
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
THRU-WALL FLASHING
INTERIOR
LOWER LOUNGE WINDOW REPLACEMENT
BRICK ROWLOCK COURSE TO
ALIGN w/ EXISTING BUILDING'S
ROWLOCK COURSE
BRICK ROWLOCK COURSE
TO ALIGN w/ EXISTING
BUILDING'S ROWLOCK
COURSE. VERIFY IN FIELD.
REVISIONS
PAINTED STRUCTURAL BEAM (BEYOND)
- REFER TO STRUCTURAL DWGS.
RES ADDITION
BOTTOM OF DECK
12' - 2 1/2"
EXTERIOR
3
EPDM ROOFING SYSTEM,
FULLY ADHERED
EQ.
2
A-300
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
EQ.
•
•
•
EXISTING FOUNDATION
WALL & SLAB TO REMAIN
EQ.
18 BRICK COURSES
4' - 0"
•
WALL BASE, REFER TO A103
T.O.PARAPET
15' - 8"
EXTERIOR WALL ASSEMBLY:
ENGINEER:
RES-LOWERLEVEL
-1' - 8"
CAVITY VENT @ 24" O.C.
T.O.PARAPET
15' - 8"
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
RES-LOWERLEVEL
-1' - 8"
2' - 0"
2' - 0"
MIN.
MIN.
CONCRETE FOUNDATION
& FOOTING, REFER TO
STRUCTURAL DWGS.
1' - 3"
RES-LOWERLEVEL
-1' - 8"
1/4" x 4" CONTINUOUS PLATE w/
4" x 1/2" DIA. HEADED ANCHORS
@ 24" O.C. SET IN EPOXY GROUT
PRECAST CONCRETE STAIRS, FINISH
AS SCHEDULED. PROVIDE NON-SLIP
NOSING CAST INTO STAIR.
CONCRETE FOUNDATION
& FOOTING, REFER TO
STRUCTURAL DWGS.
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
1/2"
EXPANSION JOINT, FILLED w/ COMPRESSIBLE
FILLER. REFER TO SPECIFICATIONS
#4 DOWEL @ 12" O.C., EPOXY GROUT
INTO EXISTING SLAB ON GRADE &
EXISTING FOUNDATION WALL
VARIES
REFER TO PLAN
2" RIGID INSULATION - EXTEND
TO TOP OF FOOTING BELOW.
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
1
TOWER SECTION
3/4" = 1'-0"
4
WALL SECTION @ DOOR 105
3/4" = 1'-0"
6
NEW STAIR SECTION @ NEW FLOOR INFILL
3/4" = 1'-0"
SHEET:
A-301
PHASE 2: ALTERATIONS & ADDITIONS
STOREFRONT WINDOW
SYSTEM, REFER TO A002
EXTERIOR WALL ASSEMBLY:
RCNJ No. 2014-37-01C
4' - 10 7/8"
4' - 10 7/8"
EXTERIOR METAL SUNSHADE,
REFER TO STRUCTURAL DWGS.
BRICK SOLIDER COURSE,
TO MATCH EXISTING
WINDOW DETAIL
1 1/2" = 1'-0"
2" RIGID INSULATION
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
SHIM AS REQUIRED
THRESHOLD DETAIL
RAMAPO COLLEGE
OF NEW JERSEY
2
SCOTT STUDENT CENTER
RESIDENTIAL DINING
BACKER ROD & SEALANT
WALL SECTIONS
2x PRESSURE TREATED WOOD
BLOCKING, AS REQUIRED.
Sim
5
A-300
6 B.C.
5/8" GYPSUM WALL BOARD ON 3 5/8"
18 Ga. METAL STUDS FRAMING @ 16"
O.C. REFER TO A102 FOR FINISHES.
1' - 4"
SHEET MEMBRANE AIR
VAPOR BARRIER ON 1/2"
EXT. GRADE SHEATHING
3/23/2016 6:19:10 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.
S TAT
3' - 7 1/8"
MA
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.
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.
ARCHITECT:
2' - 6"
TYP
16' - 3"
9" 2' - 8 3/8"
3' - 3 7/8"
3' - 2 3/4"
6' - 3"
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
5
4
NEW VESTIBULE EXTERIOR VIEW
3
FLASHING DETAIL
1 1/2" = 1'-0"
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
Q.2
GLASS CANOPY DIMENSION PLAN
ENGINEER:
1/4" = 1'-0"
Q.3
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
SPRAY FOAM INSULATION @
TOP OF WALL CONNECTION w/
ROOF DECK. FILL SURROUNDING
ROOF DECK FLUTES.
4
A-302
Sim
5
A-171
EPDM ROOFING SYSTEM,
FULLY ADHERED
DRAWN BY:
JNC
CHECKED BY:
JNC
5' - 10"
6"
6"
2' - 6"
1' - 0"
8" 18 Ga. METAL STUDS FRAMING @ 16"
O.C. w/ UNFACED BATT INSULATION &
5/8" GYPSUM WALL BOARD (BOTH SIDES)
8' - 3"
1' - 9 1/2"
1' - 9 1/2"
2' - 4"
10"
3/4" LAMINATED GLASS CANOPY
ON ADJUSTABLE "SPIDER" GLASS
MOUNT BOLTED TO PAINTED STEEL
TUBE, REFER TO SPECIFICATIONS
4' - 10"
2' - 4"
GYP RETURN @ BEAM
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
BLOCKING, AS REQUIRED
1' - 0"
EXISTING STRUCTURAL
BEAM TO REMAIN.
EXPOSE EXISTING BEAM,
CLEAN, PRIME, & PAINT.
PAINTED STEEL CHANNEL,
REFER TO STRUCTURAL DWGS.
8"
1 1/2"
OVHG
PAINTED STEEL TEE, REFER
TO STRUCTURAL DWGS.
2' - 6"
1/4"/1' SLOPE
FIN TUBE, REFER TO MECHANICAL DWGS.
BLOCKING, AS REQUIRED
8"
13' - 0"
11' - 8"
STOREFRONT DOOR
SYSTEM, REFER TO A-001
2x WOOD BLOCKING,
AS REQUIRED
8"
GYP RETURN @ BEAM
1" 2"
8"
8' - 0"
3' - 0"
1' - 0"
9' - 4"
1/2"
9"
1/2"
NOTE: PROVIDE 1/4" STEEL
PLATE TOP CAP, SCRIBE TO
FIT COLUMN SHAPE
8"
8"
CONCRETE SLAB ON GRADE ON
COMPACTED FILL, REFER TO STRUCTURAL
DWGS.- REFER TO A103 FOR FINISH
CONCEAL ELECTRICAL
CONDUIT WITHIN COLUMN.
8"
Sim
2" 1"
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
PAINTED STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
1"
90
°
1' - 0"
PAINTED 8'x1/2"x2" STEEL
PLATE ON (3) 8"x1/2"x1"
STEEL PLATE SPACERS, REFER
TO STRUCTURAL DWGS.
2
A-301
PAINTED 8'x1/2"x2" STEEL
PLATE ON (3) 8"x1/2"x1" STEEL
PLATE SPACERS, REFER TO
STRUCTURAL DWGS.
1"
EXTERIOR
4' - 10"
INTERIOR
3' - 0"
10' - 0"
13' - 8"
STOREFRONT DOOR
SYSTEM, REFER TO A-001
RAMAPO COLLEGE
OF NEW JERSEY
1" SPANDREL PANEL, REFER
TO SPECIFICATIONS. BEYOND
8"
ALUMINUM GUTTER SYSTEM
ATTACHED TO CANOPY STRUCTURE
1' - 4"
PAINTED STEEL STRUCTURE,
REFER TO STRUCTURAL DWGS.
PAINTED 1/4" STEEL PLATE
TOP CAP, SCRIBE TO FIT
COLUMN SHAPE
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
PAINTED STEEL STRUCTURE,
REFER TO STRUCTURAL DWGS.
SCOTT STUDENT CENTER
RESIDENTIAL DINING
8"
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
RCNJ No. 2014-37-01C
PAINTED 1/4" STEEL PLATE
TOP CAP, SCRIBE TO FIT
COLUMN SHAPE
WALL SECTIONS
1' - 0"
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
EXTERIOR LIGHT, REFER TO
ELECTRICAL DWGS.
3/23/2016 6:19:19 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
I
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:
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
AGK
RAMAPO COLLEGE
OF NEW JERSEY
3 DIMENSIONAL EXTERIOR
VIEWS
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
A-800
PHASE 2: ALTERATIONS & ADDITIONS
CHECKED BY:
RCNJ No. 2014-37-01C
AGK
SCOTT STUDENT CENTER
RESIDENTIAL DINING
DRAWN BY:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
REVISIONS
3/23/2016 6:20:59 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
SYMBOLS LEGEND
WALL PARTITION LEGEND
WALL PARTITION SYMBOL GUIDE
WALL DESIGNATIONS
1"
FIRE TEST DESIGN NO.
WALL MATERIAL:
SLIP CLIP STUD VERTICALS TO
TRACK FOR SLIDING ATTACHMENT
INDICATES WALL TYPE
X-X
X
S = STEEL METAL STUD
F = FURRING (STEEL)
2 1/2" HIGH LEG METAL TRACK
FASTENED TO DECK
S-2.1
0
N/A
FIRE RATING
0
STC RATING
N/A
•
•
0 - NO RATING REQUIRED
1 - 1 HOUR RATING
2 - 2 HOUR RATING
FIRE TEST DESIGN NO.
FIRE RATING
•
•
•
N/A
4 7/8"
S-3
0
0
1 LAYER OF 5/8" GYPSUM WALL BOARD
2-1/2" STEEL STUDS WITH RUNNER CHANNELS AT 16" O.C.
Room name
101
38-40
N/A
1
A101
0
STC RATING
N/A
STC RATING
N/A
FIRE TEST DESIGN NO.
N/A
•
•
•
WALL TILE
1 LAYER OF 1/2" CEMENT BOARD
3-5/8" STEEL STUDS WITH RUNNER CHANNELS AT 16" O.C.
•
•
1"
TYPICAL METAL WALL STUD PLAN DETAILS
FIRE RATING
0
STC RATING
N/A
MAT
FIN
I-OP-MD-DT
I-OP-MD-DT
I-OP-MD-DT
I-OP-MD-DT
HM
HM
HM
HM
2"
2"
2"
NO HEAD
GLAZING TYPE HARDWARE GROUP NUMBER
COMMENTS
GL-1
HW-13
HW-1
HW-1
REFER TO DETAIL
DOOR FOR SECURITY GATE
WALL TILE (BOTH SIDES)
1/2" CEMENT BOARD
(BOTH SIDES)
GL-1
HM
I-OP-MD-DT
1/4" = 1'-0"
HOLLOW METAL
FIELD PAINTED, MEDIUM DUTY, DOOR/TRIM SEMI GLOSS,
COLOR OT BE SELECTED
REVISIONS
N
NORTH ARROW
STUD ANCHORS
ELEVATION FROM NOTED BENCHMARK
6 5/8"
1/2"
EQUALLY RABBETED HOLLOW
METAL FRAME - WRAP
AROUND. PAINTED
6
1 1/2" = 1'-0"
ARCHITECTURAL ABBREVIATIONS
2"
1/2" CEMENT BOARD
(BOTH SIDES)
TYPICAL DOOR HEAD DETAIL
1/4" = 1'-0"
EQUALLY RABBETED HOLLOW
METAL FRAME - WRAP
AROUND. PAINTED
TYPICAL DOOR JAMB DETAIL
1 1/2" = 1'-0"
LATCH APPROACH,
PUSH SIDE
HINGE APPROACH,
PULL SIDE
1' - 6"
MIN.
HINGE APPROACH,
PUSH SIDE
4' - 6" MIN.
5' - 0" MIN.
1' - 0"
3' - 6" MIN.
MIN.
FRONT
APPROACH, PUSH SIDE
FRONT APPROACH,
PULL SIDE
HINGE APPROACH,
PULL SIDE
32" MIN.
SHADED AREA DENOTES
CLEAR FLOOR SPACE
12" * - REQUIRED WHEN BOTH
CLOSER AND LATCH ARE PROVIDED.
°
BASED ON BARRIER FREE SUBCODE: ICC/ANSI A117.1-2009
90
SHOWS DIRECTION OF APPROACH.
MIN. OPENING
CLEARANCE
ADA - COMPLIANT DOOR CLEARANCES
1/2" = 1'-0"
39" - 41"
36"
15"
MAX
17"
GRAB BAR MOUNTING HEIGHT
SINK - ADA
BASED ON BARRIER FREE SUBCODE: ICC/ANSI A117.1-2009
ADA - TOILET STANDARDS
N. T. S.
MIN
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
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
CHECKED BY:
AGK/JNC
2' - 6"
6" MAX.
TOE CLEARANCE
MIN
MAX
DRINKING FOUNTAIN - ADA
48"
MIN
LAVATORY AND ACCESSORIES - ADA
30"
ISSUED:
03.24.2016
MIN
30"
MIN
MAX
MAX
MAX
17"
44"
MIN
48"
44"
TO REFLECTOR
40"
34"
44"
40"
MAX
36"
MIN
27"
6"
MIN
9"
8"
30"
MIN
18"
40"
MIN
40"
MAX.
34"
MIN.
27"
1 1/2"
-
AREA FOR PROTRUDING
DISPENSER(S) BELOW
GRAB BAR
TOILET - ADA
8
CEMENTITIOUS BACKER UNIT
CORNER GUARDS
CONTROL JOINT
CEILING
CENTER LINE
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONTINUOUS
CARPET
COURSE(S)
L
LAV
EQUIPMENT
PERMITTED IN
SHADED AREA
MIN.
1 1/2"
-
9"
33" - 36" A.F.F.
MIN
18"
MIN
18"
42"
C
CBU
CG
CJ
CLG
CL
CLR
CMU
COL
CONC
CONT
CPT
CRS
MIN
5"
MAX
33" - 36"
39" - 41"
1 1/2"
MIN
MIN
17" - 19"
33" - 36"
24"
BOARD
BUILDING
BOTTOM OF DECK
BASEMENT
JANITOR
JNC
8" MINIMUM KNEE
CLEARANCE
48"
MIN
B
BD
BLDG
BOD
BSMT
J
JAN
DRAWN BY:
18"
MIN
MAX
1' - 6"
42"
AND
AT
ACOUSTICAL CEILING TILE
ALTERNATE
ALUMINUM
AVERAGE
ABOVE FINISH FLOOR
EQUIPMENT
PERMITTED IN
SHADED AREA
6"
MIN
12"
A
&
@
ACT
ALT
ALUM
AVG
AFF
17"
7
4' - 0" MIN.
3' - 0" MIN.
LATCH APPROACH,
PULL SIDE
48" MIN. REQUIRED
WHEN BOTH
CLOSER AND
LATCH ARE
PROVIDED.
2' - 0" MIN.
3' - 6" MIN.
5' - 0" MIN.
54" MINIMUM WHEN
CLOSER IS
PROVIDED.
4' - 0" MIN.
48" MINIMUM WITH
CLOSER.
3' - 6" MIN.
4' - 6" MIN.
2' - 0" MIN.
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
ADA COMPLIANT SYMBOL
3 5/8" 18 Ga. METAL
STUDS @ 16" O.C.
CONTINUOUS SEALANT
(BOTH SIDES)
2"
5
DOOR FRAME TYPES - ELEVATION
NEW FIRE EXTINGUISHER CABINET,
SEE SPECIFICATION
FINISH KEY
FULLY WELDED
FRAME
4
1/4" THICK TEMPERED CLEAR GLAZING
FXC-N
3 5/8" 18 Ga. METAL
DOUBLE STUD
F1
DOOR TYPES - ELEVATION
NEW FIRE EXTINGUISHER, SEE
SPECIFICATION
FX-N
CONTINUOUS SEALANT
(BOTH SIDES)
18 Ga. METAL STUD TRACK TOP & BOTTOM
3 5/8" 18 Ga. METAL
STUD BOX HEADER
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
HEAD DIM
ENGINEER:
DESCRIPTION:
URINAL - ADA
BID DOCUMENTS
SHEET:
I-001
PHASE 2: ALTERATIONS & ADDITIONS
HM
HM
HM
HM
FRAME TYPE
F1
F1
F1
F1
EXISTING FIRE EXTINGUISHER CABINET
RCNJ No. 2014-37-01C
FIN
I-OP-MD-DT
I-OP-MD-DT
I-OP-MD-DT
I-OP-MD-DT
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
EXISTING FIRE EXTINGUISHER
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
MAT
6 5/8"
3
WINDOW TYPE SYMBOL
RAMAPO COLLEGE
OF NEW JERSEY
THICKNESS
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
1/2"
HEIGHT
7' - 0"
7' - 0"
7' - 0"
8' - 4"
WALL TILE (BOTH SIDES)
SOLID DOOR
INTERIOR ELEVATION SYMBOL
1
FXC-E
INTERIOR GLASS
3 5/8" 18 Ga. METAL
STUDS @ 16" O.C.
VISION PANEL
DOOR
A101
FX-E
SEE SCHEDULE
2"
2"
SEE SCHEDULE
ARCHITECT:
XX-X
INTERIOR DOOR SCHEDULE
WIDTH
3' - 0"
3' - 0"
3' - 0"
0' - 10"
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
WALL TILE
1 LAYER OF 1/2" CEMENT BOARD
GLAZING KEY
DOOR TYPE
D1
D2
D2
D2
SECTION DETAIL SYMBOL
1 Ref
3" = 1'-0"
LOCATION
LOWER LOUNGE
WOMEN'S BATHROOM
MEN'S BATHROOM
RESIDENTIAL SERVERY
I
SCOTT STUDENT CENTER
RESIDENTIAL DINING
1 1/2" = 1'-0"
R E D A RC H
PROJECT INFORMATION
2
No.
16419
1 Ref
PARTITION INTERSECTION
WT-1
0
GYP. WALLBOARD ON MET. STUDS, FULL HEIGHT
TE
C N
RK
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
1
PARTITION CORNER
S
PLAN DETAIL SYMBOL
Ref
GYPSUM BOARD
0
NEW
OF O J
SIM
N/A
FIRE RATING
WALL TILE
1 LAYER OF 1/2" CEMENT BOARD
3-5/8" STEEL STUDS WITH RUNNER CHANNELS AT 16" O.C.
1 LAYER OF 1/2" CEMENT BOARD
WALL TILE
1
A101
4 5/8"
GYPSUM BOARD
S-3.1B
0
5 5/8"
FIRE RATING
•
•
•
•
•
Ref
FIRE TEST DESIGN NO.
E
I
N/A
R EG
STC RATING
FIRE TEST DESIGN NO.
METAL STUDS
EXTERIOR ELEVATION SYMBOL
A101
SIM
METAL CORNER
BEAD (TYP)
JOINT COMPOUND
(TYP)
A1
CT
0
FIRE RATING
1 LAYER OF 5/8" GYPSUM WALL BOARD
3-5/8" STEEL STUDS WITH RUNNER CHANNELS AT 16" O.C.
TE
•
•
MA
S-3.1
0
N/A
N
FABRIC JOINT
REINFORCEMENT
(TYP)
FABRIC JOINT
REINFORCEMENT
(TYP)
MET. RUNNER CHANNEL
SECURED TO FLOOR
D2
BUILDING SECTION SYMBOL
S TAT
FIRE TEST DESIGN NO.
S-3B
0
D1
SIM
SEY
ER OR
VERTICAL SPAN
GYPSUM BOARD
GYPSUM
BOARD
WALL BASE AS SCHEDULED
SEE SCHEDULE
WALL SECTION & SECTION DETAIL SYMBOL
A101
METAL STUDS
106
109
110
116
SIM
SEALED:
METAL STUDS @ 16" O.C.
DOOR #
ROOM NAME SYMBOL
A101
1 LAYER OF 5/8" GYPSUM WALL BOARD
3-5/8" STEEL STUDS WITH RUNNER CHANNELS AT 16" O.C.
1 LAYER OF 5/8" GYPSUM WALL BOARD
1
STC RATING
1
DOOR SYMBOL
1
3 - 3 HOUR RATING
WIDTH DIMENSION
VARIES REFER TO
PARTITION SCHEDULE
101
FIRE RESISTANCE RATING:
PROVIDE SEAL AROUND
ALL STRUCTURAL OR
UTILITY PENETRATIONS
5/8" GYP. WALLBOARD
WALL TYPE SYMBOL
BASIC COMPONENTS
4 1/4"
UNDERSIDE OF METAL
DECK ABOVE
SECTION
3 1/8"
TYPE
X-X
X
3/23/2016 6:21:06 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
INTERIOR ALTERATIONS
GENERAL NOTES
Q Q.1
Q.2 Q.3
E.
F.
22
G.
B
C
D
K.
L.
1
I-300
21
M.
20
AREA OF ALTERATIONS
N.
O.
EXISTING TO REMAIN
19
19
P.
Q.
0
0
I1
I4
18
I1
I4
WOMEN
130
KEYED NOTES
MEN
131
1.
17
2.
3.
4.
16
109
110
5.
15
6.
7.
I12
RETAIL
SERVERY
134
8.
3' - 5"
14
3' - 5"
RESIDENTIAL
SERVERY
138
10.3
D
13
I4
11
00
I1
7"
BIN ET,
ND BATTER
01050F
NA
A
KR
BREAD
10.9
3' - 6"
S-3
0
11' - 10 3/4"
10.8
7' - 7 5/8"
6
I-450
UPPER
RESIDENTIAL
DINING
139
CA
5' - 0"
I4
AREA OF ALTERATIONS
1
S-3.1
0
I-451
EXISTING TO REMAIN
9
I-450
116
10.2
I11
I7
4
I6
I-451
I3
1
S-3.1
0
8
I-452
7
I-450
I10
10
10 3/4"
I2
5' - 7 1/2"
11
EXISTING TO REMAIN
5"
S-3.1
0
S-3
0
S-3
0
7.1
ALIGN CENTERLINE OF
NEW WALL w/
CENTERLINE OF COLUMN
I8, I13
3
I-452
I-450
'
I-450
5
S-3
0
I-451
R 4' - 5"
5
10
LOWER
RESIDENTIAL
DINING
140
3' - 6 3/4"
'
"
-7
S-3.1
0
S-3
0
S-3
0
S-3
0
6
5' - 11 1/8"
3
I-450
I8, I13
I9
S-3.1
0
2
4
I-420
I8, I13
4
ALIGN CENTERLINE OF
NEW WALL w/
CENTERLINE OF COLUMN
I-450
1' - 10"
5' - 9 3/8"
8' - 4 1/4"
5' - 8"
S-3
0
8' - 7 3/4"
1.9
1
C
E
F
3
FLOOR PLAN - INTERIOR - NOTED
1/8" = 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:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
EXISTING DOORS, FRAME AND HARDWARE TO REMAIN.
PRIME AND PAINT. REFER TO SPECIFICATION SECTION 09
9000 FOR FURTHER INFORMATION.
NEW HANDRAILS, PAINTED, REFER TO DETAILS.
EXISTING HANDRAILS TO REMAIN, RE-PAINT.
PROVIDE NEW K TYE FIRE EXTINGUISHER, LOCATION TO BE
COORDINATED WITH ARCHITECT AND OWNER.
PROVIDE NEW FIRE EXTINGUISHER CABINET AND
SIGNAGE.
NEW MILLWORK FOR HOST STATION.
NEW CONCRETE STAIR, REFER TO 1-102 FOR FINISH
INFORMATION.
EXISTING BRICK KNEE WALL TO REMAIN, RESURFACE
PLANTER BOX ON TOP OF WALL.
NEW VENTLESS GAS FIREPLACE AND SURROUND.
NEW FLAT PANEL TV.
NEW POCKET COILING DOOR.
RESURFACE COUNTER TOPS w/ NEW SOLID SURFACE
MATERIAL.
NEW STONE PEBBLES IN EXISTING PLANTER BOXES.
PROVIDE SURFACE MOUNTED FIRE EXTINGUISHER IN THIS
LOCATION.
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
DRAWN BY:
AGK/JNC
CHECKED BY:
AGK/JNC
1
EXISTING TO REMAIN
G
H
I
J
K
L
M
N
O
Q Q.1
Q.2 Q.3
N
1
I
2
AREA OF ALTERATIONS
B.7
8"
5/
I2
8
I-450
LOWER
LOUNGE
136
2.1
I7
'
-2
3 3/4"
I5
I10
31
3 3/4"
ALIGN
5' - 0"
106
I14
B
7
5
S-3.1
0
2.9
A.4
6
RETAIL
DINING
135
ALIGN
A
'-
4"
2' - 3 1/4"
5
I-450
3' - 11 3/4"
7' - 10 3/4"
31
7 5/8"
2
I-451
2' - 3 1/4"
10
"
-6
I5
1
3
I-451
UPPER
LOUNGE
137
I-450
I8, I13
I5
2
Sim
2
S-3.1
0
1' - 6"
6' - 3"
3/
13' - 7 7/8"
6' - 3"
8' - 3 3/4"
19' - 10"
AREA OF ALTERATIONS
9
I8, I13
5"
9.
10.
11.
12.
13.
14.
12
R E D A RC H
INTERIOR FLOOR PLAN - NOTED
15
No.
16419
REFER TO INTERIOR RENOVATION PLAN.
THE PREFIX "I" INDICATES INTERIOR RENOVATION NOTE.
17
I1
TE
C N
RK
N
A
S
I
J.
R EG
I.
E
NEW
OF O J
SEY
ER OR
H.
SEALED:
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
I-100
PHASE 2: ALTERATIONS & ADDITIONS
N
RCNJ No. 2014-37-01C
M
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
K
RAMAPO COLLEGE
OF NEW JERSEY
J
CT
I
TE
H
G
SCOTT STUDENT CENTER
RESIDENTIAL DINING
F
E
C.
D.
MA
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.
S TAT
A.
3/23/2016 6:45:48 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
SYMBOLS LEGEND
X-X
X
WALL TYPE SYMBOL
101
DOOR SYMBOL
SEE SCHEDULE
DOOR TYPE
SF1 (3)
SF1 (3)
SF1
SF1
SF1
SF1 (2)
SF1
SF1
SF1 (2)
WIDTH
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
6' - 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
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
HARDWARE GROUP NUMBER
HW-13
HW-13
HW-41
HW-41
HW-41
HW-13
HW-13a
HW-13a
HW-13
COMMENTS
Room name
101
1
SIM
WALL SECTION & SECTION DETAIL SYMBOL
A101
1
ROOM NAME SYMBOL
SEALED:
SIM
BUILDING SECTION SYMBOL
A101
SF1
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
LOCATION
NEW VESTIBULE
NEW VESTIBULE
RETAIL DINING
RETAIL DINING
LOWER LOUNGE
RESIDENTIAL DINING
EXISTING VESTIBULE
EXISTING VESTIBULE
EXISTING VESTIBULE
SEE SCHEDULE
DOOR #
100
101
102
103
104
105
107
108
111
TE
DOOR SCHEDULE
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
NEW FIRE EXTINGUISHER CABINET,
SEE SPECIFICATION
FXC-N
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
ADA COMPLIANT SYMBOL
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
3/23/2016 6:21:14 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
GENERAL NOTES
S-3
0
S-3
0
C.
D.
E.
W10
F.
G.
WT-7 ON
CURVED WALL
W10
S-3
0
WALL FINISH KEYED NOTES
REFER TO WALL FINISH PLAN.
THE PREFIX "W" INDICATES WALL FINISH NOTE.
S-3
0
1.
5.
6.
7.
8.
9.
10.
11.
112
12.
13.
14.
2
ADD/ALT 1
WALL FINISH PLAN - ADD/ALT 1
15.
16.
1/8" = 1'-0"
17.
ADD/ALT/1
18.
19.
20.
AREA OF ALTERATIONS
21.
EXISTING TO REMAIN
S
I
4.
R EG
3.
E
NEW
OF O J
TE
C N
RK
N
2.
TERMINATE WT-1 BRICK TILE WITH SCHLUTER STRIP AT THE
JOINT WHERE EXISTING TILE STOPS.
PROVIDE WATERPROOFING BEHIND WALL FINISH. WRAP
WATERPROOFING MEMBRANE FROM FLOOR TO WALL UP
TO 12".
PROVIDE APPROPRIATE SCHLUTER EXTRUDED METAL TILE
EDGE DETAILS. CLEAR ALUMINUM.
EXISTING BRICK TO REMAIN - NO PAINT OR ADDITIONAL
WALL FINISH.
TERMINATE ALL WALL TILE WITH SCHLUTER METAL TOP CAP.
CONTINUE WT-1 TILE FROM EXISTING WALL INTO WORK
AREA. REMOVE CUT TILES AND REPLACE WITH NEW FULL
TILES AS REQUIRED TO BLEND IN PATTERN.
PROVIDE 2" STEEL ANGLE AS CORNER GUARD WITH 2" STEEL
FLAT STOCK AS BASE AND 2" STEEL FLAT STOCK @ 8'-0"
SECURED WITH BOLTS AND WASHERS TO STUDS.
EXISTING WALL TILE TO REMAIN.
WOOD PLANTER BOX TO REMAIN AND BE RECOVERED
WITH STEEL PLATE. REFER TO DETAILS.
PROVIDE FULL HEIGHT STEEL FLAT STOCK EDGE, REFER TO
DETAIL.
PROVIDE NEW GWB WALLS, PREP AND PAINT. COLOR TO
BE DETERMINED.
EXISTING WALLS, PREP AND PAINT, COLOR TO BE
DETERMINED.
PAINT WALLS ABOVE TO EXISTING CEILING.
PAINT NEW STAIR RAILING I-OP-HD. REFER TO
SPECIFICATION SECTION 09 9000 PAINTING FOR
ADDITIONAL INFORMATION. COLORS TO BE SELECTED.
NEW WALL TILE OVER EXISTING CMU WALL.
PROVIDE STEEL C-CHANNEL DETAILS AT BOOTH ENDS. WITH
IN CHANNEL WELD 2 CUSTOM HOOKS BENT FROM 8"
BOLTS. 1@30" AFF AND 1@60" AFF.
PAINT COLUMNS WITHIN STEEL FRAME AN ACCENT COLOR
TO BE SELECTED. PAINT COLUMNS ABOVE STEEL TO MATCH
CEILING COLOR.
GWB CEILING CLOUD. PAINT I-OP. COLORS TO BE
SELECTED.
EXISTING DOOR AND FRAME TO REMAIN. BUTT SCHLUTER
STRIP SNUGLY AGAINST FRAME AND PROVIDE CLEAN
GROUT EDGE.
PAINT EXISTING DOOR AND FRAME I-OP-MD-DT, COLORS
TO BE SELECTED.
PROVIDE SOLID SURFACE SILL/WALL CAP.
SEY
ER OR
WT-3 ON
STATION
FRONT WALLS
SEALED:
No.
16419
CT
S-3
0
B.
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.
PAINT ALL EXPOSED CONDUIT ON WALLS. COLOR TO BE
SELECTED.
FOR SIGNAGE INFORMATION REFER TO SHEET I-460.
TE
S-3
0
A.
MA
WT-1, W5, W13, W15
S TAT
WT-1, W5, W13, W15
WT-1
11' - 11 7/8"
3' - 0"
12' - 3 1/4"
WT-1, W5, W13, W15
12' - 10 3/4"
WALL FINISHES
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
INTERIOR PAINT INFORMATION
0
0
W10
PROVIDE METAL EDGEING ON TOP OF WALLS
> TYPE I-TR -W TRANSPARENT FINISH ON WOOD.
WF-1, ALL SURFACES
WALL FINISH INFORMATION
D
W7
>WF-1: RECLAIMED THIN WOOD
MANUFACTURER: STIKWOOD
STYLE: RECLAIMED
COLOR: MULTIPLE COLORS, TO BE SELECTED
FINISH WITH 3 COATS I-TR-W
PRODUCT MUST BE ORDERED WITH CLASS A FIRE RATED
TREATMENT OR TREATED AS SUCH ON SITE
SPECIFICATION SECTION: 06 4216 WOOD VENEER PANELING
00
CA
WT-1
WT-2
WT-1
WT-1
W10
W7
WF-1, ON WALL ABOVE
SIGNAGE ABOVE, REFER TO DETAIL
12 / I-460
W7
WT-4
W4, BELOW
>WF-2: "LIVE EDGE" WOOD
MANUFACTURER: MILLWORK
STYLE: TO MATCH EXISTING TREATMENT IN RETAIL SEATING AREA
COLOR: OAK VENEER OVER FIRE RATED PLYWOOD, CLEAR COAT
FINISH WITH 3 COATS I-TR-W
ND BATTER
01050F
NA
A
KR
BREAD
WT-1
W6
W4
BIN ET,
W10
WT-1
>WF-3: VINYL WALLCOVERING
MANUFACTURER: WOLF GORDON
IMAGE AND SUBSTRATE TO BE SELECTED
EXISTING TO REMAIN
WT-1
W1
WT-4
WALL TILE INFORMATION
W21
W7
WT-2
W7
AREA OF ALTERATIONS
REFER TO SPECIFICATION SECTION 09 3000 TILING
>WT-1:
MANUFACTURER: SENECA BRICK
STYLE: THIN BRICK TILE
SIZE: 2 "x 8", BRICK
COLOR: GLACIER BLEND
GROUT: MAPEI OPTICOLOR OR SIMILAR. CHARCOAL.
W4
W4, BELOW
WF-1
W7
W7
W21
W21
W4, BELOW
W7
W7
W7
WF-2
W10
>WT-3:
MANUFACTURER: SUSAN JABLON MOSAICS
STYLE: RECYCLED
SIZE: 3/4" x 3/4"
COLOR: WHITE
GROUT: MAPEI OPTICOLOR OR SIMILAR. CHARCOAL.
>WT-4:
MANUFACTURER: NEMO TILE
STYLE: RAZOR
SIZE: 3/4" x 4"
COLOR: MATTE STAINLESS
GROUT: MAPEI OPTICOLOR OR SIMILAR. COLOR TO BE
SELECTED.
W4
W7
W4
WT-4
W21
W3, W5, W6
WT-1
WT-4
WF-2
W4
W10
>WT-2:
MANUFACTURER: FIRECLAY TILE
STYLE: KITE
SIZE: 7-1/2" x 5-1/2"
COLOR: SEVERAL COLORS TO BE SELECTED
GROUT: 1/8" GROUT JOINTS IN MAPEI OPTICOLOR OR
SIMILAR. COLOR TO BE SELECTED.
>WT-5:
MANUFACTURER: CROSSVILLE TILE
STYLE: NOW
SIZE: 3" x 12"
COLOR: LEAD
GROUT: MAPEI OPTICOLOR OR SIMILAR. CHARCOAL.
WF-2
W16
W7
WF-2
W10
W16
>WT-6:
MANUFACTURER: CROSSVILLE TILE
STYLE: NOW
SIZE: 3" x 12"
COLOR: MOSS
GROUT: MAPEI OPTICOLOR OR SIMILAR. CHARCOAL.
W16
AREA OF ALTERATIONS
N
1
EXISTING TO REMAIN
>WT-7:
MANUFACTURER: FIRECLAY TILE
STYLE: PICKET
SIZE: 10-1/4" x 3-3/4"
COLOR: TO BE SELECTED
GROUT: MAPEI OPTICOLOR OR SIMILAR.
WALL FINISH PLAN
>WT-8, WT-9, WT-10:
REFER TO TOILET ROOM SHEET
1/8" = 1'-0"
REFER TO INTERIOR ELEVATIONS FOR MORE INFORMATION.
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
I-101
PHASE 2: ALTERATIONS & ADDITIONS
> TYPE I-OP-DF DRY FALL.
FLAT.
COLORS TO BE SELECTED.
WT-5, WT-6
AGK
RCNJ No. 2014-37-01C
> TYPE I-OP-HD HEAVY DUTY VERTICAL AND OVERHEAD
EPOXY GLOSS.
COLORS TO BE SELECTED.
CHECKED BY:
RAMAPO COLLEGE
OF NEW JERSEY
WT-5, WT-6
AGK
SCOTT STUDENT CENTER
RESIDENTIAL DINING
> TYPE I-OP-MD-DT MEDIUM DUTY DOOR/TRIM.
SEMI-GLOSS.
COLORS TO BE SELECTED.
DRAWN BY:
FLOOR PLAN - WALL FINISHES
> TYPE I-OP ALL INTERIOR SURFACES INDICATED TO BE PAINTED.
EGGSHELL FINISH.
COLORS TO BE SELECTED.
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
REFER TO SPECIFICATION SECTION 09 9000 PAINTING AND
COATING FOR ADDITIONAL INFORMATION.
3/23/2016 6:21:23 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
FLOOR FINISHES
PATCH IN NEW CARPET TO EDGE
OF STAIR TO MATCH EXISTING
STAIN TREADS AND RISERS SS-1,
TYPICAL FOR ALL
8
GROUT GAP BETWEEN NON SLIP
EDGE AND NEW TILE TO BE FLUSH
MAIN LEVEL
0' - 0"
B.
NEW FLOOR TILE
EXISTING CARPET TO REMAIN
3" WIDE METAL NOSING WITH
NON SLIP ABRASIVE SURFACE &
INTEGRAL ANCHORS. STOP
NOSING 3" FROM END OF STEPS,
BOTH SIDES, TYPICAL FOR ALL
STEPS
A.
C.
D.
3" WIDE METAL RECESSED
NOSING WITH NON SLIP
ABRASIVE SURFACE & INTEGRAL
ANCHORS. STOP NOSING 3"
FROM END OF STEPS, BOTH SIDES,
TYPICAL FOR ALL STEPS
MAIN LEVEL
0' - 0"
E.
ABUT NEW CARPET TO
EDGE OF STAIR RISER
ABUT NEW CARPET TO
EDGE OF STAIR RISER
F.
RES-LOWERLEVEL
-1' - 8"
RES-LOWERLEVEL
-1' - 8"
G.
NEW STAIR SECTION - FINISH DETAIL
4
3/4" = 1'-0"
3/4" = 1'-0"
REFER TO FLOORING PLAN.
THE PREFIX "F" INDICATES FLOORING NOTE.
1.
2.
3.
4.
ADD/ALT 1
FLOOR FINISH PLAN - ADD/ALT 1
1/8" = 1'-0"
5.
6.
7.
ADD/ALT/1
TE
C N
RK
No.
16419
R E D A RC H
I
KEYED NOTES
F3
2
S
I
3
NEW STAIR SECTION @ NEW FLOOR INFILL - FINISH
DETAIL
R EG
J.
E
NEW
OF O J
N
I.
SEALED:
SEY
ER OR
H.
WHERE DISSIMILAR FLOOR MATERIALS MEET, PROVIDE A
TRANSITION STRIP UNLESS OTHERWISE NOTED. TRANSITION
STRIPS SHOULD BE LOCATED UNDER THE DOOR SO THAT
ONLY ONE MATERIAL CAN BE SEEN FROM EITHER SIDE. SEE
DETAILS.
FLOOR MATERIALS SPECIFIED SHOULD BE INSTALLED
CONTINUOUSLY ON FLOORS UNDER CASEWORK.
REFER TO DRAWINGS FOR FLOOR PATTERNS.
PATCH SUB FLOOR AS REQUIRED, BRING FLUSH WITH
EXISTING ADJACENT FLOOR SURFACE TO PROVIDE A
LEVEL AND SMOOTH SURFACE FOR NEW FLOORING
INSTALLATION.
IN INSTANCES OF RENOVATION WHERE FLOORING
ADHESIVE IS VISIBLE ON THE SUBSTRATE - INSTALLER MUST
SEAL THE SURFACE PRIOR TO NEW CARPET AND RESILIENT
FLOORING INSTALLATION.
PROVIDE SQUARE FLOOR DRAINS. COORDINATE
LOCATIONS WITH PLUMBING DRAWINGS.
WHERE VINYL WALL BASE IS CALLED FOR, PROVIDE
JOHNSONITE 6" STRAIGHT WALL BASE.
PROVIDE APPROPRIATE CONTROL JOINTS TO
COORDINATE WITH STRUCTURAL CONTROL JOINTS FOR
PORCELAIN FLOOR TILE.
REFER TO THE TCNA HANDBOOK FOR TILE FLOORING
INSTALL METHODS.
IN LOCATIONS WHERE THE FLOORING IS SCHEDULED TO BE
PORCELAIN TILE, THE ADJACENT WALL BASE SHOULD BE 6"
HIGH PORCELAIN TILE TO MATCH ADJACENT TILE FLOOR.
TOP OF BASE TILE SHALL BE NEATLY CAULKED TO WALL.
CT
STAIN TREADS AND RISERS SS-1,
TYPICAL FOR ALL
WALL BASE BEYOND
GENERAL NOTES
TE
G
F3
ON TOP STEP ONLY DO NOT RECESS
NOSING - PROVIDE 3" WIDE METAL
NOSING WITH NON SLIP ABRASIVE
SURFACE & INTEGRAL ANCHORS. STOP
NOSING 3" FROM END OF STEPS, BOTH
SIDES, TYPICAL FOR ALL STEPS
MA
F
ON TOP STEP ONLY DO NOT RECESS
NOSING - PROVIDE 3" WIDE METAL
NOSING WITH NON SLIP ABRASIVE
SURFACE & INTEGRAL ANCHORS. STOP
NOSING 3" FROM END OF STEPS, BOTH
SIDES, TYPICAL FOR ALL STEPS
S TAT
INFILL THIS AREA WITH MATCHING MOSAIC TILE IF
ADD/ALT 1 IS ACCEPTED. TILE TO MATCH EXISTING
TEXTURE AND SIZE, COLOR TO BE SELECTED.
8.
9.
USE SAME 6" FLOOR TILE PT-2 PLANK AS FLOOR AND RUN
ALONG WALL TO ACT AS WALL BASE.
ALIGN FINISH FLOOR HEIGHTS TO MATCH EXISTING.
EXISTING FLOOR TO REMAIN.
PATCH IN NEW TILE TO BE SEAMLESS AND CONTINUOUS
WITH EXISTING TILE. IF REQUIRED, DEMO OLD TILE BACK
TO FACTORY FULL TILE IN ORDER TO ALIGN TILE GROUT
LINES.
EXISTING STAIR FINISHES TO REMAIN.
PROVIDE METAL TRANSITION STRIP AT TOILET ROOM
LOCATIONS.
PATCH IN NEW CARPET TILE TO MATCH EXISTING WHERE
NEW WALLS ARE CONSTRUCTED AS NECESSARY.
PROVIDE METAL TRANSITION STRIP.
MAINTAIN FLUSH AND SMOOTH SURFACE TRANSITION
BETWEEN NEW TILE TYPES.
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:
F3
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
0
0
F3
PT-3
PT-3
CPT-6
FLOORING SCHEDULE - STAIR SYSTEM
DRAWN BY:
AGK
REFER TO SPECIFICATION SECTION 09 9300 TILING
FOR ADDITIONAL INFORMATION
CHECKED BY:
AGK
EXISTING CLEAN OUT,
RAISE UP CLEANOUT
TO MAKE FLUSH WITH
NEW TILE SURFACE
CPT-2: PLANK TILE
STANDARD SIZE: 25 cm x 1 m (9.84 in x 39.37 in)
MANUFACTURER: INTERFACE
PATTERN: ON LINE
COLOR: 103801 POPPY
INSTALL: AS INDICATED
F5
00
F3, F4
CA
ND BATTER
01050F
NA
A
KR
BREAD
BIN ET,
F1
F3
F3, F4
F1
F2
F1
CPT-6
PT-1
F3
F2, F3, F4
CPT-3: PLANK TILE
STANDARD SIZE: 25 cm x 1 m (9.84 in x 39.37 in)
MANUFACTURER: INTERFACE
PATTERN: RECLAIM
COLOR: 104148 BARN RUST
INSTALL: AS INDICATED
CPT-4: PLANK TILE
STANDARD SIZE: 25 cm x 1 m (9.84 in x 39.37 in)
MANUFACTURER: INTERFACE
PATTERN: ON LINE
COLOR: 103798 LIME
INSTALL: AS INDICATED
F9
F1
STRUCTURAL FLOOR INFILL
F1
PT-2
F1
CPT-5: PLANK TILE
STANDARD SIZE: 25 cm x 1 m (9.84 in x 39.37 in)
MANUFACTURER: INTERFACE
PATTERN: RECLAIM
COLOR: 104146 WORN OLIVE
INSTALL: AS INDICATED
F1
STAIN SIDES OF STAIR
F1
CPT-6
SS-1
F1
F1, F7
F1
CPT-8
INSTALL SCHLUTER
STAIR TREAD EDGE
AT TERMINATION OF
FLOOR TILE
NEW CARPET TILE
OVER EXISTING
QUARRY TILE
CPT-7: TILE
STANDARD SIZE: 50 cm x 50 cm (19.69 in x 19.69 in)
MANUFACTURER: INTERFACE
PATTERN: A PEELING
COLOR: 102770 RUSTED
INSTALL: NON DIRECTIONAL
CPT-7
PT-2
NEW CARPET TILE
OVER EXISTING
QUARRY TILE
CPT-3
CPT-1
CPT-8: TILE
STANDARD SIZE: 50 cm x 50 cm (19.69 in x 19.69 in)
MANUFACTURER: INTERFACE
PATTERN: A PEELING
COLOR: 102773 GRUNGE
INSTALL: NON DIRECTIONAL
CPT-4
CPT-9: PLANK TILE
STANDARD SIZE: 25 cm x 1 m (9.84 in x 39.37 in)
MANUFACTURER: INTERFACE
PATTERN: ONLINE
COLOR: 105271 RUST
INSTALL: AS INDICATED
CPT-2
CPT-8
CPT-9
F1
CPT-9
NEW CARPET TILE
OVER NEW SLAB IN
ADDITION AREA
CPT-8
F8 - USE SCHLUTER
DECO EDGE
NEW CARPET TILE
OVER EXISTING
QUARRY TILE
CPT-5
FLOORING SCHEDULE - PORCELAIN
CPT-9
STAIN SIDES OF STAIR
NEW VINYL WALL BASE
CPT-7
CPT-8
F8 - USE SCHLUTER
SCHIENE EDGE
1
SS-2
CPT-4
NEW CARPET TILE
OVER NEW SLAB IN
ADDITION AREA
CPT-5
F8 - USE SCHLUTER
SCHIENE EDGE
N
CPT-1
FLOOR FINISH PLAN
1/8" = 1'-0"
CPT-6: TILE
STANDARD SIZE: 50 cm x 50 cm (19.69 in x 19.69 in)
MANUFACTURER: INTERFACE
PATTERN: STEP REPEAT SR999
COLOR: 104944 IRON
INSTALL: NON DIRECTIONAL
EXISTING CLEAN OUT,
RAISE TO KEEP FLUSH
WITH NEW CARPET
SURFACE
REFER TO SPECIFICATION SECTION 09 9300 TILING
FOR ADDITIONAL INFORMATION
PT-1: TILE
STANDARD SIZE: 24" x 24"
MANUFACTURER: CROSSVILLE
PATTERN: RECLAMATION
COLOR: AV274 STEEL CITY
INSTALL: QUARTER TURN
PT-2: TILE
STANDARD SIZE: 6" x 24"
MANUFACTURER: STONEPEAK
PATTERN: QUARTZITE
COLOR: IRON
INSTALL: AS SHOWN
PT-3: TILE
STANDARD SIZE: 6" x 24"
MANUFACTURER: CROSSVILLE
PATTERN: RECLAMATION
COLOR: AV274 STEEL CITY ETCHING
INSTALL: AS SHOWN
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
I-102
PHASE 2: ALTERATIONS & ADDITIONS
D
F8 - USE SCHLUTER
RENO RAMP K
CPT-1: TILE
STANDARD SIZE: 50 cm x 50 cm (19.69 in x 19.69 in)
MANUFACTURER: INTERFACE
PATTERN: NET EFFECT
COLOR: 102909 CASPIAN
INSTALL: NON DIRECTIONAL
RCNJ No. 2014-37-01C
F3, F4
F3
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
PT-1
REFER TO SPECIFICATION SECTION 09 3000 CARPET TILE FOR
ADDITIONAL INFORMATION
RAMAPO COLLEGE
OF NEW JERSEY
F3
FLOORING SCHEDULE - CARPET
SCOTT STUDENT CENTER
RESIDENTIAL DINING
F2, F6 - USE
SCHLUTER DECO
EDGE
FLOOR PLAN - FLOOR FINISHES
SS-1: CONCRETE STAIN
MANUFACTURER: XXX
COLOR: TO BE SELECTED
3/23/2016 6:21:26 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
EQUIPMENT PLAN
GENERAL NOTES
EXISTING COLD WELL
D.
EXISTING HOT WELL
EXISTING HOT WELL
EXISTING FRYER
EXISTING CONVECTION OVEN
E.
F.
EXISTING HOT WELL
EXISTING REFRIDGERATOR
EXISTING WALL MOUNTED SINK
G.
H.
J.
EXISTING COLD WELL
EXISTING COLD WELL
•
•
EXISTING HOT WELL
EXISTING HOT WELL
EXISTING SINK
EXISTING UNDERCOUNTER REFRIDGERATOR
EXISTING UNDERCOUNTER REFRIDGERATOR
DEMOLITION NOTES
5.
6.
7.
8.
9.
MY ZONE
EQ12
D3
D4, ABOVE
D2
11
EQ11
10
Q1
EQ9
EQ14
D2
EQ23
D3
D1
EQ15
HOMETOWN
D3
D4, ABOVE
D2
D1
EQ5
D2
EQ8
9
6
EQ23
NEW WORK EQUIPMENT NOTES
8
HOMETOWN
Q1
Q1
EQ15
EQ5
1.
4
D2
5
GRILL
D2
3
D1
EQ4
DESSERT
D2
D3
EQ4
DESSERT
EQ7
D2
Q1
EQ3
Q1
Q1
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
D2
EQ6
EQ17
D2
EQ17
EQ7
7
EQ16
D1
EQ3
1
SALAD
MEDITERRANEAN
ADD/ALT 2
2
ADD/ALT 1
REFER TO RENOVATION PLAN.
THE PREFIX "Q" INDICATES EQUIPMENT NOTE.
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
E8
EQ8
D4, ABOVE
AGK
RCNJ No. 2014-37-01C
D7
WOK
D3
D3
CHECKED BY:
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
EQ9
AGK
RAMAPO COLLEGE
OF NEW JERSEY
EQ14
DRAWN BY:
SCOTT STUDENT CENTER
RESIDENTIAL DINING
D2
WOK
20
15
EQ22
13
D2
14
D6
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
EQ10
(4) 21 - HEAT
LAMPS ABOVE
REFER TO RCP
EQ21
D3
D6
ENGINEER:
REVISIONS
PIZZA
EQ13
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
FLOOR PLAN - EQUIPMENT
D9
EQ16
12
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.
D3
D7
EQ13
EQ21
D1
EQ22
BREAKFAST
12
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
REFER TO DEMOLITION PLAN.
THE PREFIX "D" INDICATES DEMO NOTE.
4.
D1
I
ARCHITECT:
3.
EQ10
R E D A RC H
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
1.
2.
EQ12
TE
No.
16419
EQ = EXISTING EQUIPMENT
V = VENDOR SUPPLIED
EXISTING COLD WELL
EXISTING HAND SINK
REFER TO THE SPECIFICATIONS AND EQUIPMENT CUT SHEETS FOR A FULL AND COMPLETE LIST OF UTILITY INFORMATION
PIZZA
S
I
EXISTING IMPINGER
EXISTING PAN RACK
EXISTING PIZZA MAKE TABLE
C N
RK
N
I.
E
NEW
OF O J
SEY
ER OR
EXISTING HOT WELL
EXISTING HOT WELL
SEALED:
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
C.
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.
3/23/2016 6:21:31 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
CEILING PLAN
GENERAL NOTES
F
E
H
G
I
J
K
M
N
Q Q.1 Q.2 Q.3
E.
F.
G.
22
22
H.
C
No.
16419
R E D A RC H
I
KEYED NOTES
D
1.
21
LINE OF NEW TRACK FOR SECURITY GATE. REFER TO
SPECIFICATION SECTION 08 3513 FOLDING SECURITY
GRILLES.
MATCH HEIGHT OF NEW CEILING TO EXISTING CEILING
HEIGHT.
PROVIDE SOFFIT COMPRISED OF 3-5/8" METAL STUD WITH
RUNNER CHANNELS AT 16"O.C. AND 1 LAYER OF GYPSUM
BOARD. TAPE, SPACKLE, AND FINISH AS SCHEDULED.
HEIGHTS AS INDICATED.
PROVIDE STAINLESS STEEL EXTENSION TO TOP OF HOOD TO
EXTEND TO FINISHED CEILING TO CONCEAL ALL DUCT
WORK AND SUPPORTS. COORDINATE WITH MILLWORK TO
ENSURE FIT.
HEAT LAMPS MUST BE CENTERED OVER EQUIPMENT BELOW.
COORDINATE WITH MILLWORK AND KITCHEN EQUIPMENT
CONTRACTOR.
EXISTING CEILING TO REMAIN. PATCH IN GWB BOARD TO
MATCH EXISTING. TAPE, SPACKLE, AND FINISH BOUNDARY
BETWEEN OLD AND NEW WORK.
EXISTING HOOD. CLAD AS INDICATED, REFER TO DETAILS.
2.
3.
20
AREA OF ALTERATIONS
TE
C N
RK
N
B
S
I
A
R EG
J.
K.
E
NEW
OF O J
SEY
ER OR
I.
SEALED:
CT
D.
TE
C.
MA
B.
REFER TO SPECIFICATION SECTION 09 5100 CEILINGS FOR
ADDITIONAL INFORMATION.
REFER TO SPECIFICATION SECTION 09 2116 GYPSUM
BOARD ASSEMBLIES FOR ADDITIONAL INFORMATION.
REFER TO SPECIFICATION SECTION 09 9000 PAINTING AND
COATING.
REFER TO MECHANICAL DRAWINGS FOR DUCT WORK
INFORMATION.
REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL
INFORMATION ON SPRINKLER SYSTEM.
ALL WIRE SUPPORTS THAT WILL BE VISIBLY EXPOSED ARE
TO BE USG 1/32" MULTI STRAND AIRCRAFT CABLE WITH
LOOP AND CRIMP END CONNECTION UNLESS OTHERWISE
NOTED. VERIFY WITH ARCHITECT IN FIELD.
USE COLOR MATCHED PLASTIC GROMMET FOR ALL
PUNCTURES IN CEILING SURFACES.
CALCULATE WEIGHTS AND LOADS OF SUSPENDED AND
OVERHEAD ELEMENTS AND SUPPLY AND INSTALL WEIGHT
TEST AND LOAD RATED STRUCTURAL COMPONENTS,
CONNECTIONS AND ASSEMBLIES TO INSURE PROPER
CODE COMPLIANT AND SUFFICIENT STRUCTURAL
SUPPORT AND CAPACITY.
PATCH AND REPAIR EXISTING GWB CEILINGS AS A RESULT
OF REMOVAL OF EXISTING LIGHT FIXTURES AND/OR
MECHANICAL EQUIPMENT.
ALL NEW AND EXISTING GWB CEILING TO BE PAINTED IP-4.
ANY EXPOSED STRUCTURE TO BE PAINTED IP-8.
S TAT
A.
EXISTING TO REMAIN
4.
19
19
5.
6.
F
TYPE 2
V
18
7.
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:
TYPE 2
EXISTING CEILING TO REMAIN
TYPE 2
17
17
TYPE 3
16
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
TYPE 4
TYPE 3
CEILING TYPES - BASIS OF DESIGN
15
REFER TO SPECIFICATION SECTION 09 5100 FOR INFORMATION.
15
F
TYPE
1
V
14
EXISTING CEILING TO REMAIN
EXISTING CEILING TO REMAIN
F
10.3
EXISTING CEILING TO REMAIN
V
REVISIONS
GWB CEILING
3-5/8" METAL STUD W/ 5/8" GYPSUM WALL BOARD,
FINISHED & PAINTED AS SPECIFIED
OPEN STRUCTURE, PAINTED
TYPE
4
2
F
V
DRAWN BY:
AGK.
CHECKED BY:
AGK.
COLOR TO BE SELECTED
13
8' - 6"
10.9
TYPE
4
TILE: 2x2 SMOOTH FINISH
ARMSTRONG ULTIMA LAY-IN
GRID: ARMSTRONG 15/16" STANDARD PRELUDE XL
TYPE 2
TYPE 1
ALIGN
1
10
I-202
8' - 6"
TYPE 2
TYPE 1
I-451
EXISTING CEILING TO REMAIN
8' - 4"
EXISTING CEILING TO REMAIN
4
TYPE 7
TYPE 2
I-202
11' - 0"
I-452
10
AREA OF ALTERATIONS
9
EXISTING CEILING TO REMAIN
9
I-202
TYPE 5
TYPE 1
10'-0" AFF
7.1
10.2
1' - 2"
1' - 2"
DASHED LINES INDICATE
LOCATION OF
STRUCTURAL STEEL
TYPE
4
5
ALIGN
1
8
EXISTING TO REMAIN
10.8
TYPE 1
2
TYPE 7
ATTACH STEEL C-CHANNEL TO
WALL WITH WELDED PLATE
SUPPORT
TYPE 6
EXISTING CEILING TO REMAIN
EXISTING CEILING TO REMAIN
TYPE
4
7
9' - 4"
DECORATIVE WOOD CLOUD WITH LIVE EDGE
WOOD ATTACHED TO STEEL SQUARE EXTRUSION
MILLWORK
DECORATIVE SOLID WOOD STICK CEILING
ATTACHED TO STEEL SQUARE EXTRUSION
MILLWORK
8' - 11 3/4"
I-452
1' - 2"
3
TYPE 2
I-451
3
6
I-450
1' - 2"
TYPE 2
TYPE 7 CEILING CONSISTS OF:
NATURAL MAPLE SPECIES.
FINISHED WITH I-TR-W COATING IN COLOR TO BE SELECTED.
CLASS A FIRE RATED COATING.
TYPE 5
1' - 2"
5
GRID: ARMSTRONG
USG PARALOCK
15/16"
SYSTEM
STANDARD PRELUDE XL
TYPE 6 CEILING CONSISTS OF:
LIVE EDGE VENEER BONDED PANELS.
NATURAL OAK SPECIES.
FINISHED WITH I-TR-W COATING IN COLOR TO BE SELECTED.
CLASS A FIRE RATED.
SQUARE EDGES TO BE EDGE BANDED WITH LIKE EDGING.
MAINTAIN APPROXIMATELY 2" GAP BETWEEN BOARDS.
MATCH EXISTING CONDITION IN RETAIL DINING.
7
I-451
3
TYPE
4
6
TILE: EXPANDED METAL, 2' x 2' ARMSTRONG
METALWORKS MESH - WOVEN WIRE - 6129AM
5
9' - 0"
9' - 0"
8
I-202
4
EXISTING CEILING TO REMAIN
TYPE 7
TYPE 5
ABBREVIATIONS
TYPE 6
9' - 4"
2.9
TYPE 1
10'-0" AFF
3
EXISTING CEILING TO REMAIN
TYPE 2
4
ACT:
GWB:
ACOUSTICAL CEILING TILE
GYPSUM WALL BOARD
7
I-202
I-450
2.1
2
1.9
1
1
OPEN TO SKYLIGHT ABOVE
STEEL HANGING
STRUCTURE
10'-4" AFF
A
A.4
B
B.7
C
AREA OF ALTERATIONS
E
F
G
EXISTING TO REMAIN
H
I
J
K
L
M
N
O
Q
Q.1
Q.2 Q.3
ISSUED:
03.24.2016
N
DESCRIPTION:
BID DOCUMENTS
2
REFLECTED CEILING PLAN
1/8" = 1'-0"
SHEET:
I-200
PHASE 2: ALTERATIONS & ADDITIONS
ATTACH STEEL C-CHANNEL TO
WALL WITH BRACKET
SUUPORT, THIS SIDE ONLY
RAMAPO COLLEGE
OF NEW JERSEY
11
SCOTT STUDENT CENTER
RESIDENTIAL DINING
GRID: ARMSTRONG 15/16" STANDARD PRELUDE XL
ATTACH STEEL C-CHANNEL TO
STRUCTURE ABOVE WITH
THREADED ROD SUPPORT, THIS
SIDE ONLY
RCNJ No. 2014-37-01C
TYPE
4
3
TYPE 2
REFLECTED CEILING PLAN
12
TILE: 2x2 SCRUBBABLE AND SOIL RESISTANT
ARMSTRONG CERAMAGUARD LAY-IN
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
TYPE 6
3/23/2016 6:21:58 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
LIGHTING PLAN
FIXTURE TYPES
GENERAL: 4" LED RECESSED CAN
F1
COOPER LIGHTING - PORTFOLIO
F
E
G
H
I
J
K
M
N
Q Q.1
Q.2 Q.3
GENERAL: 6" LED RECESSED CAN
F2
COOPER LIGHTING - PORTFOLIO
22
F3
SEALED:
MA
F4
HI-LITE MFG. H-23638 ARIES COLLECTION
R EG
I
S
LARGE PENDANT OVER ROUND BOOTH
TE
C N
RK
N
S TAT
E
SEY
ER OR
GENERAL: OVERSIZED PENDANT
NEW
OF O J
No.
16419
CT
BARBICAN - SQUARE DRUM 16-5048
TE
22
LARGE PENDANT IN HIGH CEILING
R E D A RC H
I
F5
BARBICAN - ROUND DRUM 16-3160
A
B
C
D
CYLINDRICAL PENDANT, CABLE MOUNT
F6
COOPER LIGHTING
21
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:
20
AREA OF ALTERATIONS
LINEAR PENDANT LIGHT
F7
F2
EXISTING TO REMAIN
TECH LIGHTING KNOX LINEAR SUSPENSION
19
19
F2
PENDANT LIGHT OVER SEATING
F1
F1
F2
F2
F2
F8
HI-LITE MFG. H-MCGUS-6S - TELESCOPIC
F2
F1
18
F2
F2
F1
ENGINEER:
F9
F2
F2
F1
F1
17
BARN LIGHT WALL SCONCE - TOWER
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
HI-LITE MFG. H-18110 ANGLE SHADE w/ WALL MOUNT
F1
F2
F1
F2
F1
F2
F2
17
F2
BARN LIGHT WALL SCONCE - HIGH CEILING
F1
F10
F2
F2
F2
F2
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
HI-LITE MFG. H-LCGU-FB VAPOR JAR
F2
REVISIONS
16
15
PENDANT OVER BAR SEATING
F11
15
HI-LITE MFG. H-1214 ARIAL
F4
14
DECORATIVE PENDANT OVER SERVERY MILLWORK
F4
F12
HI-LITE MFG. H-2046 MINI PENDANT, CORD MOUNT
10.3
DRAWN BY:
AGK.
CHECKED BY:
AGK.
F4
DECORATIVE PENDANT OVER SERVERY MILLWORK
13
F13
DECORATIVE PENDANT OVER SERVERY MILLWORK
F4
F6
F6
HI-LITE MFG. H-15006 MINI PENDANT, CORD MOUNT
10.8
F2
F4
F4
F6
F4
F6
F4
F6
F17
F2
DECORATIVE PENDANT OVER SERVERY MILLWORK
F2
F2
10.2
F16
HI-LITE MFG. H-19006 MINI PENDANT, CORD MOUNT
10
DECORATIVE PENDANT OVER SERVERY MILLWORK
F6
8
F10
F6
F17
F2
F4
F6
F10
F15
HI-LITE MFG. H-16006 MINI PENDANT, CORD MOUNT
F1
F6
DECORATIVE PENDANT OVER SERVERY MILLWORK
F2
F10
F10
F6
AREA OF ALTERATIONS
F6
F17
9
HI-LITE MFG. H-EMC-06 MINI PENDANT, CORD MOUNT
F10
F10
F4
F4
F4
F10
7.1
F8
F4
F8
F4
F4
F11
F7
F7
7
F6
F6
F6
F10
F4
F7
F7
F7
F10
F4
F4
SIMILAR TO PHILLIPS LIGHTING LED TRACK HEAD
(FIXTURE MUST BE COMPATIBLE WITH EXISTING TRACK)
F10
F4
F11
F4
F18
F7
F6
F3
TRACK HEAD REPLACEMENT FOR EXISTING LIGHTOLIER
LINE VOLTAGE SYSTEM
F4
F4
6
F6
F8
F5
F11
5
F4
F4
F4
F11
5
F4
F4
F6
GENERAL NOTES
A.
4
F7
F8
F7
F4
F4
F4
F4
F4
B.
F7
F4
C.
F7
F6
F8
F4
2.9
F9
F9
F4
F4
F4
D.
F4
3
F9
F.
F4
F9
F4
F6
F4
F9
F9
F9
F11
F8
F8
1.9
F6
F6
F11
F11 F11
F6
F8
F9
F6
F11
F8
2.1
E.
F8
F11
F6
F11
F8
G.
H.
I.
2
J.
F11
1
1
K.
AREA OF ALTERATIONS
EXISTING TO REMAIN
L.
A
A.4
B
B.7
C
E
F
G
H
I
J
K
L
M
N
O
Q
Q.1 Q.2 Q.3
M.
N
REFER TO ELECTRICAL PLANS AND SPECIFICATIONS FOR
INFORMATION ON FIXTURES, CONNECTIONS, SWITCHING,
ETC.
REFER TO PLAN DRAWINGS FOR ADDITIONAL DETAILS ON
FOOD STATION CEILING SYSTEMS.
COORDINATE LIGHT FIXTURE HEIGHTS WITH ARCHITECT
PRIOR TO INSTALLATION.
COORDINATE HOOD LOCATIONS WITH MECHANICAL
DRAWINGS.
REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
PROVIDE COLOR MATCHED SPACER BETWEEN TRACK
SYSTEM AND OVERHEAD CONSTRUCTION.
LIGHTING COLOR TO BE 3000K.
ARCHITECT TO SELECT ALL LIGHT FIXTURE FINISHES.
COORDINATE TRANSFORMER CONCEALMENT WITH
SECTIONS AND DETAILS. REVIEW FINAL LOCATION WITH
ARCHITECT.
CONTRACTOR TO COORDINATE THE INSTALLATION OF
LIGHTING ON MILLWORK ELEMENTS. ELECTRICAL FEEDS,
BOXES & SUPPORT STRUCTURES ARE TO BE CONCEALED
WITHIN OR BEHIND MILLWORK. FULL COORDINATION
BETWEEN ELECTRICAL CONTRACTOR & MILLWORK
PROVIDER IS REQUIRED.
LIGHTING & OVERHEAD CANOPIES ARE NOT TO
INTERFERE IN ANY WAY WITH INSTALLATION OF
OPERATION OF FIRE PROTECTION SYSTEMS.
PROVIDE LED LAMPS WHERE POSSIBLE FOR ALL
INCANDESCENT SOCKETS.
LAMPS OVER FOOD SERVICE MUST BE PROVIDED WITH
SHATTER PROOF GLASS.
RAMAPO COLLEGE
OF NEW JERSEY
F6
F1
EXISTING TO REMAIN
F1
SCOTT STUDENT CENTER
RESIDENTIAL DINING
F6
10.9
LIGHTING PLAN
11
F14
ISSUED:
03.24.2016
DESCRIPTION:
1
LIGHTING PLAN
BID DOCUMENTS
1/8" = 1'-0"
SHEET:
I-201
PHASE 2: ALTERATIONS & ADDITIONS
11
RCNJ No. 2014-37-01C
12
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
HI-LITE MFG. H-7106 MINI PENDANT, CORD MOUNT
F4
3/23/2016 6:22:02 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
CEILING SYSTEM- SEE REFLECTED CEILING PLANS
5/8" GYPSUM DRYWALL ON 3-5/8"
25 GAUGE METAL STUD @ 16" O.C.ATTACHED TO BOTTOM OF DECK ABOVE
SEE FLOOR PLAN FOR WALL TYPES
CEILING SYSTEM - SEE
REFLECTED CEILING PLANS
1/2" SUPPORT ROD FOR GYP BOARD CLOUD TO
STRUCTURE ABOVE, REFER TO RCP FOR SUGGESTED
LOCATION. PLACE CABLED A MIN. 1' FROM EDGE
TO REDUCE VISUAL PRESENCE. CONTRACTOR TO
VERIFY PICK POINT LOCATIONS & HARDWARE ARE
ADEQUATE FOR ACTUAL LOADING.
MIN.
WOOD BLOCKING & CONNECTION
DETAIL AS REQUIRED PER
MANUFACTURER'S SPECIFICATIONS
5/8" GYPSUM WALL BOARDFINISH AS SCHEDULED
VARIES
VARIES
8' - 4"
4' - 11"
10 1/4"
5' - 9 1/4"
R EG
PROVIDE REINFORCEMENT BLOCKING IN CLOUD
THAT WILL CARRY LOAD OF SOFFIT
SEE RCP
SIDE FOLDING SECURITY GATE RECESSED
TRACK. REFER TO SPECIFICATIONS.
E
NEW
OF O J
S
I
5/8" GYPSUM WALLBOARD,
FINISH AS SCHEDULED
TE
CORNER BEAD, TYP.
C N
RK
N
SEE REFLECTED
CEILING PLAN
No.
16419
CT
SEE REFLECTED
CEILING PLAN
SEALED:
TE
CORNER BEAD, TYPICAL
MA
6"
MIN.
PAINTED GWB CLOUD TO BE
HUNG FROM STRUCTURE ABOVE
SEY
ER OR
SEE REFLECTED
CEILING PLAN
PAINTED 5/8" GYPSUM WALL
BOARD ON 3 5/8" 20 Ga. METAL
STUDS FRAMING @ 16" O.C.
ATTACHED TO DECK ABOVE.
VARIES
SEE REFLECTED
CEILING PLAN
THREADED ROD SECURED TO
CLOUDS BY THREADED ROD
CONNECTOR AND BOLT
SEE REFLECTED
CEILING PLAN
SEE REFLECTED
CEILING PLAN
VARIES
6"
CEILING SYSTEM - SEE
REFLECTED CEILING PLANS
6" METAL STUDS FRAMING @ 16" O.C.
ATTACHED TO DECK ABOVE. REFER TO
MANUFACTURER'S SPECIFICATIONS.
S TAT
3-5/8" 25 GAUGE METAL STUD @ 16" O.C.ATTACHED TO BOTTOM OR DECK ABOVE
R E D A RC H
I
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
1
2
TYPICAL SOFFIT 1
3
TYPICAL SOFFIT 2
1 1/2" = 1'-0"
1 1/2" = 1'-0"
4
TYPICAL SUPPORT THREAD GWB DETAIL
1 1/2" = 1'-0"
"SHADE" TO HANGE FROM CEILING ABOVE
WITH CABLE CONNECTIONS. BLOCKING TO
BE ADDED TO TEH EXISTING CEILING
SYSTEM AS REQUIRED TO SUPPORT NEW
"SHADE" AND LIGHT FIXTURE
OPEN GAPS, REFER TO PLAN
CORRUGATED PLEXI "SHADE"
2" STEEL TUBE VERTICAL CONNECTION
FOLDING SECURITY GATE SOFFIT DETAIL
1 1/2" = 1'-0"
8' - 8"
CORRUGATED PLEXI "SHADE"
2"
2" STEEL TUBE STRUCTURE
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
EQ
1/2" THROUGH BOLT TO 3"
STEEL TUBE FRAME
39"
215C
2"
"SHADE" IS SUPPORTED FROM
BELOW ON 2x 2" STEEL TUBE
STRUCTURE. PICK POINTS TO
CEILING ONLY AS REQUIRED.
6
ROUND MILLWORK "SHADE"
SQUARE MILLWORK "SHADE"
F11
REVISIONS
SECTION
F11
F11
3"x3" PAINTED TUBE STEEL
FRAME HUNG BY THREADED
ROD FROM DECK ABOVE
45 °
1/2" = 1'-0"
F11
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
EQ
39"
F11
TUBE STEEL, PAINTED. REFER
TO SPECIFICATIONS
7' - 0"
2"
F11
103"
ENGINEER:
PROVIDE TURN
BUCKLE AS REQUIRED.
38"
38"
42"
EXISTING SECOND FLOOR DECK
F11
F11
5
ARCHITECT:
2" STEEL TUBE VERTICAL CONNECTION
84"
2" STEEL TUBE STRUCTURE
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
1/2" = 1'-0"
DRAWN BY:
JNC
CHECKED BY:
AGK/JNC
30"
EQ
7' - 0"
11"
7' - 0"
14' - 0"
13"
(2) 8" STEEL C CHANNELS
WELDED AND BOLTED TO
COLUMNS
6" 2" 8"
88 1/2"
68"
3"
10"
8"
68"
90 1/2"
78 1/2"
95 1/2"
96 1/2"
BOARDS TO RANGE IN
THICKNESS FROM 1/2" - 2"
THICK
85 1/2"
97 1/2"
13' - 1 1/2"
80 1/2"
77 1/2"
68 1/2"
82 1/2"
80 1/2"
82 1/2"
77 1/2"
2"
4 ' - 1 1/
3" 3"
4" 2" 4" 3"
6"
3"
1 1/2"
1 1/2"
8" 1"3" 4" 2"3"
35"
/ 2"
81
2" STEEL POSTS TO CONNECT
TO WALLS BELOW, TYP
OPEN PANEL
B
CURVE C-CHANNEL TO
ALIGN WITH DESK BELOW
35 1/2"
FRONT C-CHANNEL TO BUTT
UP AGAINST ADJACENT
SOFFIT
30"
STEEL SUPPORT COLUMN
48"
43 1/2"
36"
(2) STEEL C-CHANNELS TO
SUPPORT HANGING BOARDS
66"
90 1/2"
84"
72"
57"
72"
2" STEEL FRAME WITH
CORRUGATED PLEXI SHADE
72"
11"
48"
13"
48"
4' - 8
6"
1 / 2"
56"
6"
36"
"
36"
-7
I-451
2"
6"
6"
3'
1 1/2"
1 1/2"
1 1/2"
BOARDS TO RANGE IN
THICKNESS FROM 1/2" - 2"
THICK
84"
8"
5
30"
18"
1
10"
35"
1 / 2"
R
R
9"
5"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
4" 6"
F3
4' - 8
4' - 6"
81
/2"
R 4' - 3 1
/2"
I-451
1 1/2"
"
84 1/2"
"
79 1/2"
3
C-CHANNEL LENGTH
55
F5
OPEN PANEL
-7
71 1/2"
3'
68 1/2"
1 / 2"
81 1/2"
4' - 8
91 1/2"
I-452
95 1/2"
3
(2) 8" STEEL C CHANNELS
WELDED AND BOLTED TO
COLUMNS
95 1/2"
2" TUBE SUPPORT TO
CONNECT TO PLEXI
SHADE SURROUND
SUPPORT
68 1/2"
8" 2"3"
3"
8" 2" 6"
2 1/2"
2"
2 1/2"
88 1/2"
CEILING MOUNTED SECURITY
95 1/2"
88 1/2"
RAMAPO COLLEGE
OF NEW JERSEY
3/4" = 1'-0"
78 1/2"
3" 3"
LOWER LOUNGE CEILING ELEMENT
CEILING DETAILS
7
90 1/2"
3"
2 1/2"
6"
3" 4"
2 1/2" 1 1/2"
2 1/2"
6" 3" 4"
7.1
LIGHT FIXTURES TO HANG
BETWEEN BOARDS
STEEL SUPPORT COLUMN
6"
3" 3"
2"
2"
8"
6"
2 1/2"
2"
3"
6" 3" 4"
2 1/2"
2 1/2"
8"
3 1/2"
4"
2"
10"
4"
2"
3"
8"
3"
3 1/2" 2"
(2) STEEL C-CHANNELS TO
SUPPORT HANGING BOARDS
6"
6"
2"
2 1/2"
B.7
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
8
RCP - MILLWORK CEILING CLOUD
1/2" = 1'-0"
9
RCP - MILLWORK/LIGHT
1/2" = 1'-0"
10
RCP - HOST MILLWORK
1/2" = 1'-0"
SHEET:
I-202
PHASE 2: ALTERATIONS & ADDITIONS
EQ
RCNJ No. 2014-37-01C
EQ
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
EQ
SCOTT STUDENT CENTER
RESIDENTIAL DINING
8"
WINDOW INSTALLATION
41' - 0 1/8"
- 9 3/ 4
"
7' - 1 3/4"
9' - 4"
I-1
I-1
2' - 0"
4' - 0"
4' - 0"
GL-1
E.
4'
2'
R2
6"
1' - 10"
2' - 0"
1' - 8"
W1
0"
W2
W3
W4
GLAZING KEY
INTERIOR GLASS
G.
GL-1
3/8" THICK TEMPERED CLEAR GLAZING
H.
EXTERIOR GLASS
8' - 8"
VERIFY IN FIELD
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
2
I-1
3
SF2 PLAN
1" TEMPERED INSULATED TINTED GLASS
WINDOW TYPES - ELEVATION
1/4" = 1'-0"
I.
1/4" = 1'-0"
E
S
I
1' - 6 1/2"
6"
SEALED:
R EG
2' - 8
"
0"
'-1
1
8"
1' -
2'
F.
NEW
OF O J
TE
C N
RK
No.
16419
CT
7"
D.
I-1
N
2' -
V.I.F.
SEY
ER OR
6"
2"
1'
-
C.
"
-3
4
3/
1/4" = 1'-0"
"
- 9 1/
-8
2' -
"
-0
0
1/
4"
'-
2'
R 12 '
SF 3 PLAN
5"
6"
19
"
10
1
R
2'
1'
-
R 3' -
TE
3' - 1 1/2"
MA
1' - 8"
4' - 8"
2' - 10"
"
-4
1' - 8"
4' - 0"
2' - 4"
2'
2' - 0"
3'
2' - 0"
0"
1' - 8"
3'
-
3' - 0"
'
37
B.
4"
R
4"
1'
-
1' - 10"
1/
2"
2' - 0"
-7
1/
2' - 2"
-3
1'
EXCESSIVE CAULKING WILL NOT BE ACCEPTABLE.
CAULK INSTALLATIONS SHALL BE CLEAN, CONCAVED,
AND SMOOTH.
ALL VOIDS IN HEAD, JAMB, AND SILLS SHALL BE PACKED
SOLID WITH BATT INSULATION THAT MEETS THE INTENDED
R-VALUE FOR THE INSULATION INDICATED TO BE
INSTALLED IN THAT WALL.
GAPS BETWEEN FRAME AND EDGE OF OPENING SHALL
NOT EXCEED 1/4" IN WINDOWS AND STOREFRONT
INSTALLATIONS AND 1/2" IN CURTAINWALL
INSTALLATIONS. PROVIDE BACKER RODS.
CONTRACTOR IS REQUIRED TO REMOVE ALL EXCESS
CAULK AND DEBRIS ON ADJACENT MATERIALS THAT IS A
RESULT OF THE INSTALLATION.
COORDINATE INSTALLATION OF RESCUE WINDOW
STICKERS WITH THE OWNER AND ARCHITECT PRIOR TO
THE INSTALLATION.
ANY FIELD MODIFICATIONS TO THE WINDOW SYSTEMS
SHALL BE TESTED FOR AIR AND WATER INFILTRATION -ORAN OFFICIAL LETTER FROM THE MANUFACTURER
INDICATING THAT THE FIELD MODIFICATIONS WILL NOT
VIOLATE THE WINDOW WARRANTY SHALL BE PROVIDED
TO THE OWNER AND ARCHITECT.
ANY FIELD MODIFICATIONS THAT RESULT IN THE NATURAL
ALUMINUM BEING VISIBLE SHALL RECEIVE A FINISH THAT
MATCHES THE FINISH OF THE ALUMINUM WINDOW
SYSTEM.
RESCUE WINDOW SCREENS SHALL BE INSTALLED AS PER
SPECIFICATION REQUIREMENTS WITH A CONTINUOUS
HINGE AND MAGNETIC LOCKING DEVICE AND INTERIOR
HANDLE. WINDOW MANUFACTURERS NOT BEING ABLE
TO MEET THIS REQUIREMENT WILL BE CONSIDERED NOT
EQUAL TO WINDOW MANUFACTURERS LISTED IN THE
SPECIFICATIONS.
ALL EXPOSED STEEL LINTELS (INTERIOR AND EXTERIOR)
SHALL BE PRIMED AND PAINTED. COLOR AS SELECTED BY
ARCHITECT.
6
1' - 8"
7"
1' - 6"
1/
4"
7' - 4 3/8"
1' - 10
"
3'
1' - 6"
A.
2'
-
"
4' - 9 1/4"
R3
12' - 5 5/8"
2' - 4
7' - 0 7/8"
12' - 6 1/2"
2' - 0
"
8' - 4 1/4"
0"
5' - 10 3/4"
1' - 1
9' - 5 1/8"
GENERAL NOTES
R 145'
2' - 9
"
6' - 11"
S TAT
3/23/2016 6:18:26 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:
3' - 5 1/8"
1' - 6"
3' - 0"
2' - 4"
1' - 9"
3' - 2"
1' - 2"
3' - 5"
8"
3' - 6"
GLAZING LEGEND
23' - 11"
VERIFY IN FIELD
4
SF1
I-1
7' - 10"
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
9' - 10"
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-4
INSULATED SPANDREL PANEL
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
I-1 I-1
104
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
I-1
1' - 8"
I-1
INSULATED GLASS - CLEAR
NOTE: ALL GLAZING TO BE TEMPERED GLASS IN
ACCORDENCE WITH IBC 2015 SECTION 2406.4.3
8' - 8"
10' - 4"
VERIFY IN FIELD
7' - 1 1/4"
1/4" = 1'-0"
I-1
3' - 5"
1' - 4" 1' - 6"
3' - 0"
2' - 2"
2' - 8"
2' - 6"
2' - 8"
REVISIONS
1' - 8" 1' - 4" 1' - 8"
SEGMENTED TO CURVE
REFER TO PLAN
7
SF4
1/4" = 1'-0"
1/4" = 1'-0"
I-1
I-1
1' - 4"1' - 0"
I-1
3' - 6"
I-1
2' - 2" 1' - 0"
I-1
I-1
3' - 10"
I-1
I-1
I-1
1' - 6" 1' - 10" 1' - 8"
I-1
3' - 4"
I-1
1' - 2"
2' - 4"
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
3' - 0"
2' - 0"
1' - 6"
3' - 0"
1' - 6"
3' - 0"
1' - 6"1' - 0"
2' - 6"
3' - 0"
28' - 4"
41' - 5 3/4"
VERIFY IN FIELD
VERFIY IN FIELD
10
1' - 6"
2' - 0" 1' - 0"
3' - 2"
2' - 8"
I-1
I-1
I-1
I-1
I-1
1' - 4"1' - 2" 1' - 8" 1' - 2" 3' - 2 1/2"
3' - 2 1/2"
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
3' - 2"
2' - 10"
1' - 4"
2' - 2"
3' - 0"
I-1
I-1
2' - 6"
1' - 4" 2' - 0"
2' - 0" 1' - 4"
1' - 6" 1' - 10"
I-1
I-1
I-1
I-1
3' - 2"
1' - 4"
2' - 8"
3' - 10"
40' - 11 7/8"
1' - 8"
2' - 6"
1' - 4"
1' - 4 3/4"
4' - 0"
2' - 0 1/4" 3' - 2 1/2"
2' - 6"
3' - 8 1/2"
2' - 3 1/2"
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
1' - 2"
I-1
I-1
I-1
I-1
I-1
1' - 8" 1' - 0"
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
2' - 4"
3' - 3"
107
13
8' - 1 1/4"
I-1
VERIFY IN FIELD
I-1
21' - 9 3/8"
I-1
VERIFY IN FIELD
I-1
10' - 0 1/2"
I-1
7' - 1 1/4"
I-1
I-1
I-1
1' - 4"
2' - 6"
I-1
I-1
1' - 8" 1' - 11"
I-1
I-1
7' - 1 1/4"
14' - 0"
I-1
I-1
2' - 6"
10' - 8 1/8"
6' - 10 3/4"
I-1
I-1
1' - 9 3/8"
I-1
I-1
I-1
VERFIY IN FIELD
1' - 2 1/2"
2' - 0"
11' - 3"
SF11
1/4" = 1'-0"
2' - 6" 1' - 5 1/2"
1' - 0"
3' - 0"
2' - 0" 1' - 2"
3' - 6"
2' - 4"
2' - 10"
1' - 2" 2' - 0"
14' - 8"
4' - 0"
2' - 6"
3' - 10"
3' - 2 1/2"
39' - 7"
I-1
I-1
VERIFY IN FIELD
11
4' - 5"
3' - 2 1/2"
7' - 1 1/4"
6' - 2 1/2"
11' - 1 1/4"
100
2' - 9"
I-1
I-1
1' - 9" 1' - 8"
SF7
I-1
I-1
I-1
3' - 0"
1' - 6"
3' - 4"
101
1/4" = 1'-0"
1' - 8"
JNC
102
1' - 3 1/4"
1/4" = 1'-0"
2' - 2"
I-1
SF6
1/4" = 1'-0"
1' - 4 1/2"
3' - 2 1/2"
I-1
103
2' - 0"
SF5
2' - 9"
I-1
CHECKED BY:
11' - 3"
2' - 0"
2' - 1 1/2"
2' - 10 1/2" 1' - 4" 2' - 7 1/2"
3' - 2 1/2"
6' - 2 1/2"
2' - 3 1/2"
I-4
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
6' - 2 1/2"
2' - 7 1/2"
1' - 9 3/4"
2' - 11 3/4" 1' - 10" 1' - 2" 1' - 8"
10' - 6"
10' - 8"
1' - 2 1/2"
I-1
I-1
I-1
I-1
I-1
I-1
I-1
I-1
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
I-1
I-1
108
7' - 1 1/4"
I-1
1/4" = 1'-0"
11' - 0"
I-4
VERIFY IN FIELD
I-4
8' - 0"
I-4
2' - 11 1/4"
I-4
7' - 1 1/4"
I-4
SF12
3' - 10 3/4"
1/4" = 1'-0"
111
1' - 8"
14
SF7B
I-1
10' - 0 1/2"
8' - 10 1/2"
I-1
7' - 1 1/4"
14' - 0"
I-1
I-1
2' - 9 1/2"
I-1
2' - 4"
I-1
12
I-1
14' - 0"
6' - 10 3/4"
13' - 10"
3' - 3 3/4"
4' - 0"
1' - 8"
105
3' - 2"
36' - 4"
6' - 5"
VERIFY IN FIELD
1' - 10 1/8"
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
1' - 0"
14' - 11 7/8"
SHEET:
15
SF7A
1/4" = 1'-0"
16
SF7C
1/4" = 1'-0"
17
SF8
1/4" = 1'-0"
18
SF10
1/4" = 1'-0"
19
SF13
1/4" = 1'-0"
A-002
PHASE 2: ALTERATIONS & ADDITIONS
8
2' - 4"
I-1
JNC
I-1
4' - 5"
1' - 4"
I-1
VERIFY IN FIELD
I-1
8' - 8"
VERIFY IN FIELD
8' - 8"
I-1
DRAWN BY:
RCNJ No. 2014-37-01C
1/4" = 1'-0"
SF2
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
6
SF3
RAMAPO COLLEGE
OF NEW JERSEY
VERIFY IN FIELD
SCOTT STUDENT CENTER
RESIDENTIAL DINING
REFER TO PLAN
WINDOW INFORMATION
23' - 11"
6' - 6 7/8"
5
SEGMENTED TO CURVE
3/23/2016 6:19:23 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
GENERAL NOTES
I
J
K
M
N
Q Q.1
Q.2 Q.3
2.
3.
4.
22
5.
6.
7.
C
D
10.
12.
21
20
19
S
TE
C N
RK
N
B
NEW
OF O J
SEY
ER OR
A
E
I
9.
R EG
8.
SEALED:
No.
16419
CT
H
TE
G
MA
F
E
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.
WHERE FLOOR FINISHES ARE NOTED TO BE REMOVED,
REMOVE ASSOCIATED ADHESIVES, SETTING BEDS, ETC.
REMOVE LOOSE PAINT AND MISCELLANEOUS INCIDENTAL
OBJECTS FROM WALLS AND CEILINGS AT AREAS WITHIN
THE SCOPE OF WORK.
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.
PATCH EXISTING SLAB OPENINGS NOT BEING REUSED TO
MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE.
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.
S TAT
1.
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:
19
0
0
KEYED NOTES
16
15
D15
15
D22
D22
14
D11
3' - 4"
10.3
D
13
D4
12
11
00
11
BIN ET,
ND BATTER
01050F
NA
A
KR
BREAD
27' - 10"
CA
EX
IS
T IN
G
TO C
RE EIL
M IN G
A
IN
C
BE EIL
R E IN G
M T
O O
V
ED
D17
D15
D6
AREA OF ALTERATIONS
EXISTING TO REMAIN
10.9
D11
10.8
D13
10.2
10
D19
D4
9
8
D18
D8
DASHED LINES REPRESENT THE
REMOVAL OF ALL WALLS, DOORS,
WINDOWS, INTERIOR PARTITIONS,
FINISHES, AND CEILINGS.
D20
D18
D21, ABOVE
7.1
7
D10
D9
D12, D21
(ABOVE)
D5
D17
D17
D14
6
D15
D7
D16
(ABOVE)
D9
5
D21, ABOVE
5
4
D18
D8
D9
D13
2.9
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
DRAWN BY:
AGK/JNC
CHECKED BY:
JNC
3
D5
D15
D17
D19
D20
2.1
D15
D18
2
1.9
D13
1
1
D15
A
A.4
B
B.7
C
D15
E
F
G
H
I
J
K
L
M
N
O
Q Q.1
Q.2 Q.3
N
1
FLOOR PLAN - EXTERIOR - DEMOLITION
1/8" = 1'-0"
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
AD-100
PHASE 2: ALTERATIONS & ADDITIONS
D14
D11
RCNJ No. 2014-37-01C
17
D13
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
17
ENGINEER:
RAMAPO COLLEGE
OF NEW JERSEY
REMOVE WALL
TO ALIGN w/
EXISTING WALL
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
SCOTT STUDENT CENTER
RESIDENTIAL DINING
D1. REMOVE EXISTING METAL STUD & GYPSUM BOARD PARTITION
FROM THE FLOOR TO THE UNDERSIDE OF DECK TO
ACCOMMODATE NEW CONSTRUCTION. COORDINATE WITH
OTHER TRADES.
D2. REMOVE EXISTING GLASS PARTITION, MASONRY, & ALL
ASSOCIATED TRIM & BLOCKING FROM FIRST FLOOR FINISH FLOOR
TO EXISTING MASONRY OPENING TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE REMOVALS WITH OTHER TRADES.
D3. REMOVE EXISTING DOOR, FRAME, & ASSOCIATED DOOR
HARDWARE.
D4. PATCH & REPAIR WALL TO DECK ABOVE WHERE ADJACENT
SOFFITS WERE REMOVED.
D5. REMOVE ALL EXISTING ACOUSTICAL CEILING SYSTEM IN ITS
ENTIRETY INCLUDING ALL ASSOCIATED LIGHTING, MECHANICAL
DIFFUSERS, FRAMING, BLOCKING, AND FASTENERS.
D6. REMOVE ALL EXISTING GYPSUM BOARD SOFFITS INCLUDING
ALL ASSOCIATED FRAMING.
D7. REMOVE ALL EXISTING LIGHTING FIXTURES. COORDINATE
DISCONNECTS WITH OTHER TRADES.
D8. REMOVE EXISTING WOOD RAIL TRIM
D9. REMOVE EXISTING COLUMN & COLUMN SURROUND.
D10. REMOVE EXISTING STRUCTURAL FRAME INCLUDING ALL
BEAMS, JOISTS, FINISHES, ROOFING, & ALL OTHER MISC FRAMING
& STRUCTURAL MEMBERS. EXISTING SLAB TO REMAIN, PATCH &
REPAIR TO ACCOMMODATE NEW CONSTRUCTION. COORDINATE
WITH OTHER TRADES.
D11. REMOVE EXISTING EXTERIOR WALL INCLUDING ALL
MASONRY, STUD, WALL FINISHES, & UTILITIES. COORDINATE WITH
OTHER TRADES.
D12. REMOVE EXISTING WOOD TRIM & ALL COVE LIGHTING
D13. ALL EXISTING WALLS TO BE PATCHED & REPAIRED WHERE
DAMAGED OR EXPOSED BY DEMOLITION.
D14. EXISTING FLOORING TO REMAIN, PATCH & REPAIR EXISTING
AS REQUIRED FOR NEW FLOORING. MAKE NEW SURFACES FLUSH.
D15. REMOVE EXISTING EXTERIOR GLASS STOREFRONT & ALL
ASSOCIATED TRIMS, DOOR HARDWARE, HANDRAILS/CHAIR RAILS,
ETC. TO EXISTING OPENING TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE WITH OTHER TRADES.
D16. REMOVE ALL EXISTING TRACK LIGHTING FIXTURES.
COORDINATE DISCONNECTS WITH OTHER TRADES.
D17. REMOVE EXISTING FURNITURE. COORDINATE REMOVALS
WITH OWNER.
D18. REMOVE ALL EXISTING TILE WALL BASE.
D19. REMOVE INTERIOR GLASS WALL & ALL ASSOCIATED TRIM,
FRAMING, BLOCKING, & FASTENERS.
D20. REMOVE PAINTED METAL HANDRAIL.
D21. REPAIR AND REPOINT EXISTING BRICK DAMAGED DURING
REMOVAL OF ROOF, STRUCTURE, AND WOOD FRAMED COVE
LIGHTING.
D22. REMOVE AND PATCH PRESSURE MAT IN VESTIBULE AND
ATRIUM. MAKE SURAFE FLUSH TO INFILL WITH NEW FLOOR TILE.
DEMOLITION PLAN
18
3/23/2016 6:28:02 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
GENERAL NOTES
G
H
I
J
K
M
N
Q Q.1
Q.2 Q.3
3.
4.
22
5.
6.
7.
C
10.
D
12.
21
19
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.
ARCHITECT:
20
D10
S
C N
RK
N
B
NEW
OF O J
SEY
ER OR
A
E
I
9.
R EG
8.
SEALED:
CT
F
TE
E
MA
2.
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.
WHERE FLOOR FINISHES ARE NOTED TO BE REMOVED,
REMOVE ASSOCIATED ADHESIVES, SETTING BEDS, ETC.
REMOVE LOOSE PAINT AND MISCELLANEOUS INCIDENTAL
OBJECTS FROM WALLS AND CEILINGS AT AREAS WITHIN
THE SCOPE OF WORK.
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.
PATCH EXISTING SLAB OPENINGS NOT BEING REUSED TO
MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE.
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.
S TAT
1.
19
D10
D3
17
D10
D19
16
17
D3
D10
D15
D21
15
D11
D10
15
D24
D16
14
10.3
D20
13
D
D20
12
11
00
CA
11
BIN ET,
01050F
NA
ND BATTER
KR A
BREAD
10.9
D20
D18
10.8
D4
D13
D14
D7
AREA OF ALTERATIONS
10.2
EXISTING TO REMAIN
D6
10
D3
9
8
D22
D3
D1
D14
7.1
7
D17
D22
D18
D7
EQ.
ALIGN
D2
D22
D14
8' - 0"
D23
EQ.
6
D13
D12
5
1' - 8"
D23
5
3' - 8"
ALIGN
4
D23
D22
3
2.9
DASHED LINES REPRESENT THE
REMOVAL OF ALL WALLS, DOORS,
WINDOWS, INTERIOR PARTITIONS,
FINISHES, AND CEILINGS.
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
REVISIONS
DRAWN BY:
AGK/JNC
CHECKED BY:
AGK/JNC
2.1
1.9
2
1
1
A
A.4
B
B.7
C
E
F
G
H
I
J
K
L
M
N
O
Q Q.1
Q.2 Q.3
N
1
FLOOR PLAN - INTERIOR - DEMOLITION
1/8" = 1'-0"
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
ID-100
PHASE 2: ALTERATIONS & ADDITIONS
D10
ENGINEER:
RCNJ No. 2014-37-01C
D20
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
D10
D1. REMOVE EXISTING METAL STUD & GYPSUM BOARD PARTITION
FROM THE FLOOR TO THE UNDERSIDE OF DECK TO
ACCOMMODATE NEW CONSTRUCTION. COORDINATE
DISCONNECTS WITH OTHER TRADES.
D2. REMOVE EXISTING METAL STUD & GYPSUM BOARD PARTITION
FROM THE FLOOR TO THE UNDERSIDE OF EXISTING MASONRY
OPENING TO ACCOMMODATE NEW CONSTRUCTION.
COORDINATE DISCONNECTS WITH OTHER TRADES.
D3. REMOVE EXISTING DOOR, FRAME, & ASSOCIATED DOOR
HARDWARE.
D4. PATCH & REPAIR WALL TO DECK ABOVE WHERE ADJACENT
SOFFITS WERE REMOVED.
D5. REMOVE ALL EXISTING ACOUSTICAL CEILING SYSTEM IN ITS
ENTIRETY INCLUDING ALL ASSOCIATED LIGHTING, MECHANICAL
DIFFUSERS, FRAMING, BLOCKING, AND FASTENERS.
D6. REMOVE ALL EXISTING GYPSUM BOARD SOFFITS INCLUDING
ALL ASSOCIATED FRAMING.
D7. REMOVE ALL EXISTING LIGHTING FIXTURES. COORDINATE
DISCONNECTS WITH OTHER TRADES.
D8. REMOVE EXISTING WOOD RAIL TRIM
D9. REMOVE EXISTING COLUMN SURROUND.
D10. REMOVE EXISTING CMU & WALL TILE PARTITION FROM THE
FLOOR TO THE UNDERSIDE OF DECK TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE DISCONNECTS WITH OTHER
TRADES.
D11. REMOVE EXISTING FIRE CABINET. COORDINATE DISCONNECTS
WITH OTHER TRADES & PREPARE STANDPIPE FOR RELOCATION.
D12. REMOVE EXISTING WOOD PLANTER BOX, CMU, & BRICK KNEE
WALL TO ACCOMMODATE NEW FIREPLACE CONSTRUCTION.
D13. ALL EXISTING WALLS TO BE PATCHED & REPAIRED WHERE
DAMAGED OR EXPOSED BY DEMOLITION.
D14. EXISTING FLOORING TO REMAIN, PATCH & REPAIR EXISTING
AS REQUIRED FOR NEW FLOORING.
D15. REMOVE ALL BATHROOM FIXTURES, ACCESSORIES, CEILINGS,
LIGHTING, PARTITIONS, ETC. COORDINATE WITH OTHER TRADES.
EXISTING FLOORING TO REMAIN, PATCH & REPAIR EXISTING AS
REQUIRED FOR NEW FLOORING. PREPARE FOR NEW FINISHES &
FIXTURES.
D16. REMOVE ALL EXISTING TRACK LIGHTING FIXTURES.
COORDINATE DISCONNECTS WITH OTHER TRADES.
D17. REMOVE EXISTING FURNITURE. COORDINATE REMOVALS WITH
OWNER.
D18. REMOVE ALL EXISTING TILE WALL BASE.
D19. REMOVE INTERIOR GLASS WALL & ALL ASSOCIATED TRIM,
FRAMING, BLOCKING, & FASTENERS.
D20. REMOVE ALL EXISTING BUTCHER BLOCK COUNTERTOPS.
COORDINATE DISCONNECTS WITH OTHER TRADES.
D21. REMOVE ALL EXISTING PLASTIC LAMINATE COUNTERTOPS.
COORDINATE DISCONNECTS WITH OTHER TRADES.
D22. REMOVE ALL STONE CHIPS & METAL RAILING FROM
PLANTERS. COORDINATE w/ OWNER FOR REMOVAL & STORAGE
OF PLANTS TO REMAIN.
D23. REMOVE EXISTING WOOD PLANTER BOX & BLOCKING TO
ACCOMMODATE NEW FIREPLACE CONSTRUCTION.
D24. LOCATION OF OLD BLUE STONE FLOOR. THIS FLOOR MUST BE
MADE TO ACCEPT NEW FLOOR FINISHES LEVEL WITH
SURROUNDING MATERIALS.
RAMAPO COLLEGE
OF NEW JERSEY
18
SCOTT STUDENT CENTER
RESIDENTIAL DINING
0
0
KEYED NOTES
INTERIOR DEMOLITION PLAN
D10
3/23/2016 6:28:09 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
DEMOLITION
GENERAL NOTES
H
I
J
K
M
N
Q Q.1
Q.2 Q.3
2.
3.
4.
22
5.
6.
7.
C
D
10.
12.
21
20
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.
ARCHITECT:
EXISTING HOOD TO REMAIN
19
S
C N
RK
N
B
NEW
OF O J
SEY
ER OR
A
E
I
9.
R EG
8.
SEALED:
CT
G
TE
F
MA
E
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.
WHERE FLOOR FINISHES ARE NOTED TO BE REMOVED,
REMOVE ASSOCIATED ADHESIVES, SETTING BEDS, ETC.
REMOVE LOOSE PAINT AND MISCELLANEOUS INCIDENTAL
OBJECTS FROM WALLS AND CEILINGS AT AREAS WITHIN
THE SCOPE OF WORK.
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.
PATCH EXISTING SLAB OPENINGS NOT BEING REUSED TO
MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE.
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.
S TAT
1.
19
D5
EXISTING HOOD TO REMAIN
D1
D5
D4
D2
KEYED NOTES
18
D1. REMOVE PLASTIC LAMINATE OVERHEAD STRUCTURE & ALL
CONNECTIONS TO DECK ABOVE.
D2. EXISTING TRACK LIGHTING TO REMAIN, REPLACE HEADS WITH
NEW. REFER TO ELECTRICAL DRAWINGS.
D3. REMOVE PENDANT LIGHTING. COORDINATE DISCONNECTS
WITH OTHER TRADES. REFER TO ELECTRICAL DRAWINGS.
D4. REMOVE CEILING, LIGHTING, & DIFFUSERS. COORDINATE
DISCONNECTS WITH OTHER TRADES.
D5. EXISTING TRACK LIGHTING TO BE REMOVED, KEEP WIRE
CONNECTIONS FOR USE WITH NEW FIXTURES WHERE POSSIBLE.
REFER TO ELECTRICAL DRAWINGS.
D4
D2
D3
17
17
D4
D4
D5
16
D5
15
D3
CEILING TO
BE REMOVED
15
EXISTING CEILING
TO REMAIN
D2
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
D2
14
D2
DASHED LINES REPRESENT THE
REMOVAL OF ALL WALLS, DOORS,
WINDOWS, INTERIOR PARTITIONS,
FINISHES, AND CEILINGS.
D5
D2
10.3
D5
EXISTING HOOD TO REMAIN
D2
13
DRAWN BY:
AGK/JNC
CHECKED BY:
AGK/JNC
D2
D5
12
D5
D2
AREA OF ALTERATIONS
D2
EXISTING TO REMAIN
10.2
D4
D2
10
8
9
7.1
7
D5
D4
6
D4
5
5
4
3
2.9
D4
2.1
1.9
2
1
1
A
A.4
B
B.7
C
E
F
G
H
I
J
K
L
M
N
O
Q Q.1
Q.2 Q.3
N
1
REFLECTED CEILING PLAN - DEMOLITION
1/8" = 1'-0"
ISSUED:
03.24.2016
DESCRIPTION:
BID DOCUMENTS
SHEET:
ID-200
PHASE 2: ALTERATIONS & ADDITIONS
10.8
RCNJ No. 2014-37-01C
DEMOLITION CEILING PLAN
10.9
D2
RAMAPO COLLEGE
OF NEW JERSEY
11
SCOTT STUDENT CENTER
RESIDENTIAL DINING
D5
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
11
3/23/2016 6:18:31 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
1/8" = 1'-0"
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
I
A
S
TE
C N
RK
N
2
E
NEW
OF O J
SEY
ER OR
H.
SEALED:
No.
16419
CT
B.
R EG
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
17
EXISTING
VESTIBULE
41
16
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
107
108
15
KEYED NOTES
SF8
15
RETAIL
SERVERY
4
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.
14
10.3
VESTIBULE
ADDITION
42
RESIDENTIAL
SERVERY
2
REVISIONS
13
DRAWN BY:
JNC
CHECKED BY:
AGK/JNC
SF7
3
A4
SF7B
10.8
A-302
SF1
UPPER
RESIDENTIAL
DINING
1
AREA OF ALTERATIONS
EXISTING TO REMAIN
101
2
A-150
NEW
VESTIBULE
100
40
10.2 2
A2
10
7
A-150
SF7A
8
SF13
105
RETAIL
DINING
34
A-301
A4
A4
3
A-150
INDICATES HANDICAP ACCESSIBILITY
7
LOWER
RESIDENTIAL
DINING
3
SF6
6
102
SF2
5
5
2
A-201
LEGEND
A-200
6
A3
2
A-302
A4
1
A-150
A-301
7.1
9
4
4
A-200
103
4
A4
E
INDICATES LOCATION OF EXITS
K
INDICATES LOCATION OF NEW FX-K FOR KITCHEN GREASE FIRES-WET
CHEMICAL TYPE
FX
INDICATES FIRE EXTINGUISHERS
FP
EXISTING PULL STATION
FS
EXISTING STROBE
TD
INDICATES TRAVEL DISTANCE
EW
INDICATES EXIT WIDTHS
ROL
INDICATES ROOM OCCUPANT LOAD
8
INDICATES TRAVEL DISTANCE
A-300
2.9
3
A-150
3
A-150
SIM
SIM
LOWER
LOUNGE
32
A1
INDICATES 1 HOUR MINIMUM FIREWALL
3
INDICATES 2 HOUR MINIMUM FIREWALL
RAMAPO COLLEGE
OF NEW JERSEY
1
FLOOR PLAN - NOTED
1
A-200
10.9
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
SF4
A-300
A.4
104
SF3
9
A
A-301
B
1
10
A-201
A-300
B.7
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
11
RCNJ No. 2014-37-01C
5
A-150
SF7C
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
11
A-200
SCOTT STUDENT CENTER
RESIDENTIAL DINING
12
A
2"
1/
R
7' - 3 5/8"
'
11
-3
2' - 3 7/8"
7.1
37
'6
3/
G
H
I
J
K
M
N
Q Q.1
Q.2 Q.3
E
R EG
S
I
22
10' - 0 1/2"
9' - 9 3/4"
5
TE
C N
RK
N
"
NEW
OF O J
No.
16419
CT
F
E
MA
/4
SEY
ER OR
-1
11
S TAT
R2
4'
TE
8'
7' - 1 7/8"
-5
"
4"
SEALED:
R E D A RC H
I
CONNOR ARCHITECTURE ACCEPTS NO RESPONSIBILITY FOR UNAUTHORIZED REPRODUCTION OR
UNAUTHORIZED USE OF THIS DOCUMENT.
R 13
DRAWINGS ARE FOR GENERAL PURPOSES ONLY. NO MEASUREMENTS SHALL BE SCALED OFF DRAWINGS.
ALL MEASUREMENTS SHALL BE VERIFIED IN FIELD.
' - 1"
R
19
'
-4
1/
A
4"
B
C
D
9'
21
0"
7' - 2 7/8"
ARCHITECT:
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
20
1"
3' - 5 3/4"
1'
R3
9'
-
19
ENGINEER:
19
1' - 11"
-1
03
/4
"
2.9
4' - 10 5/8"
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
18
17
ENLARGED PLAN
REVISIONS
17
1/4" = 1'-0"
16
15
14' - 8"
10.8
AREA OF ALTERATIONS
EXISTING TO REMAIN
10.2
ALIGN NEW STAIR w/ EXISITNG OPENING
10
13' - 4" +/ALIGN
10' - 6"
V.I.F.
9
8
7' - 0"
ALIGN
3' - 4"
7.1
7
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
6
5
5
4
3
5' - 4"
4' - 4"
EXISTING OPENING
14' - 3 1/8" +/-
'-31
3' - 0"
R 14 6
2
A-101
2.1
11' - 0"
2' - 10"
/4 "
2.9
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
2
4' - 4"
1
4"
1
14' - 0"
A
ISSUED:
03.24.2016
41' - 1"
A.4
55' - 1"
B
B.7
C
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
E
F
G
H
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
I
J
K
L
M
N
O
Q Q.1
Q.2 Q.3
DESCRIPTION:
BID DOCUMENTS
N
FLOOR PLAN - EXTERIOR - DIMENSION
SHEET:
A-101
PHASE 2: ALTERATIONS & ADDITIONS
10.9
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
RCNJ No. 2014-37-01C
11
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
11
RAMAPO COLLEGE
OF NEW JERSEY
12
32' - 2"
JNC
SCOTT STUDENT CENTER
RESIDENTIAL DINING
13
1/8" = 1'-0"
CHECKED BY:
FLOOR PLAN - DIMENSION
10.3
1
AGK/JNC
39' - 7"
14
1.9
DRAWN BY:
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION OF
REMOVED STOREFRONT.
15
9' - 8"
2
3' - 4 1/4"
3/23/2016 6:18:34 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
3/23/2016 6:18:37 PM
NJDCA ELECTRONIC SUBMITTAL STAMP:
EXISITNG MASONRY WALL TO REMAIN
BACKER ROD & SEALANT,
ALL SIDES
2" EXPANSION JOINT COVERS,
REFER TO SPECIFICATIONS
EXTERIOR DOOR & STOREFRONT,
REFER TO DOOR SCHEDULE &
SPECIFICATIONS. ALIGN NEW
STOREFRONT TO LOCATION OF
REMOVED STOREFRONT.
FILL CAVITY FULL OF
BATT INSULATION
Q
Q.1
2"
METAL PANEL WALL
(BEYOND)
STOREFRONT WINDOW
SYSTEM, REFER TO A-002
SEALED:
MA
I
S
SF7B
10.2
4
ALIGN
METAL PANEL WALL TO EXISTING WALL
CONNECTION
1 1/2" = 1'-0"
TE
C N
RK
No.
16419
CT
S TAT
4"
R EG
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
E
N
SF3
NEW
OF O J
SEY
ER OR
STEEL COLUMN, REFER
TO STRUCTURAL DWGS.
TE
104
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:
1' - 10"
SF7A
B
NEW STOREFRONT SYSTEM,
REFER TO A-002.
10
SF7C
0.125 ALUMINUM BRAKE METAL. FINISH
TO MATCH STOREFRONT SYSTEM
EXISITNG WALL TO REMAIN
1656 Massachusetts Ave. | Lexington, MA 02420
Tel: 781-652-0114 | connorarchitecture.com
ENGINEER:
0.125 ALUMINUM BREAK METAL
CLOSURE PIECE ON PRESSURE
TREATED WOOD BLOCKING
SF6
49 Court Street | P.O. Box 1980 | Binghamton, NY 13902
Tel: 607-723-9421 | mjinc.com
SF7
STOREFRONT WINDOW
SYSTEM, REFER TO A-002
BACKER ROD & SEALANT,
ALL SIDES
REVISIONS
NEW STOREFRONT SYSTEM,
REFER TO A-002. ALIGN NEW
STOREFRONT TO LOCATION
OF REMOVED STOREFRONT.
EXISITNG FLOOR TO
REMAIN. REFER TO I-103
FOR FINISH INFORMATION
NEW FLOOR INFILL, REFER TO
STRUCTURAL DWGS. REFER TO
I-103 FOR FINISH INFORMATION
5
TYPICAL STOREFRONT CORNER
DRAWN BY:
JNC
CHECKED BY:
JNC
1 1/2" = 1'-0"
2
VESTIBULE PLAN DETAIL
EXISTING WALL TO REMAIN
REFER TO I-102 FOR FINISH
INFORMATION.
CUT BRICK MASONRY &
2" RIGID INSULATION TO
FORM THERMAL BREAK
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER
ON 1/2" EXT. GRADE SHEATHING
METAL PANEL WALL
(BEYOND)
BACKER ROD & SEALANT,
ALL SIDES
0.125 ALUMINUM BREAK METAL
CLOSURE PIECE ON PRESSURE
TREATED WOOD BLOCKING
CORNER BEAD, TYPICAL
STOREFRONT WINDOW
SYSTEM, REFER TO A-002
SF2
STOREFRONT WINDOW
SYSTEM, REFER TO A-002
WINDOW SILL BEYOND,
REFER TO A-300
PRESSURE TREATED WOOD
BLOCKING AS REQUIRED
SF12
SEALANT, ALL SIDES
SOLID SURFACE WINDOW SILL
BEYOND, REFER TO A-300
BRICK MASONRY W/ MASONRY
ANCHORS @ 16" O.C. (VERT. & HORIZ.)
3' - 4"
NEW STAIR, REFER TO
STRUCTURAL DWGS. AND A-301
FOR ADDITIONAL INFORMATION.
5/8" GYPSUM WALL BOARD, REFER TO
I-102 FOR FINISH INFORMATION
FULL HEIGHT MORTAR NET
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER
ON 1/2" EXT. GRADE SHEATHING
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
BACKER ROD & SEALANT,
ALL SIDES
6
TOWER CORNER DETAIL
1 1/2" = 1'-0"
(2) 8" 18 Ga. METAL STUDS
FRAMING @ CORNER FILLED
w/ UNFACED BATT INSULATION.
GYPSUM J MOLD FINISH EDGE
1
CONTINUOUS FLEXABLE SEALANT
PLAN DETAIL @ NEW STAIR
1 1/2" = 1'-0"
1' - 4"
FILL CAVITY FULL OF
BATT INSULATION
BRICK MASONRY W/ MASONRY
ANCHORS @ 16" O.C. (VERT. & HORIZ.)
2" EXPANSION JOINT COVERS,
REFER TO SPECIFICATIONS
2" RIGID INSULATION
SHEET MEMBRANE AIR VAPOR BARRIER
ON 1/2" EXT. GRADE SHEATHING
SELF ADHERING FLASHING TAPE
SHIM AS REQUIRED
3
5/8" GYPSUM WALL BOARD ON 8" 18
Ga. METAL STUDS FRAMING @ 16" O.C.
FILLED w/ UNFACED BATT INSULATION.
STOREFRONT TO BRICK WALL PLAN DETAIL
2x PT WOOD BLOCKING,
AS REQUIRED
1 1/2" = 1'-0"
CAULK & BACKER ROD,
ALL SIDES
CORNER BEAD, TYPICAL
105
EXTERIOR DOOR, REFER TO DOOR
SCHEDULE & SPECIFICATIONS
3 1/2"
6"
SEALANT, ALL SIDES
6 1/2"
ISSUED:
03.24.2016
DESCRIPTION:
7
NEW BRICK WALL TO EXISTING BRICK WALL
CONNECTION
1 1/2" = 1'-0"
BID DOCUMENTS
SHEET:
A-150
PHASE 2: ALTERATIONS & ADDITIONS
STEEL COLUMN, REFER
TO STRUCTURAL DWGS.
RAMAPO COLLEGE
OF NEW JERSEY
PAINTED STEEL CHANNEL
CLIPPED TO STEEL COLUMN,
REFER TO STRUCTURAL DWGS.
RCNJ No. 2014-37-01C
SF11
505 RAMAPO VALLEY RD.
MAHWAH, NJ 07430
STEEL COLUMN, REFER
TO STRUCTURAL DWGS.
PLAN DETAILS
8
SCOTT STUDENT CENTER
RESIDENTIAL DINING
1 1/2" = 1'-0"