Plans_Times_Square_Recruiting_Station_15_Jul_2016.pdf
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- Renovations to Times Square Recruiting Booth
- Solicitation number
- W912DS-16-R-0014
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W912DS-16-R-0014 PLANS
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S O
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D A
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R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
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A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
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/1
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W
D S
-1 -D
-0
T-001
T
IT
L E
S H
E E
T
TIMES SQUARE
RECRUITING STATION RENOVATION
TIMES SQUARE, NEW YORK, NY 10036
GENERAL SYMBOLS
# KEY NOTE
X-###
SECTION KEY
X-###
ELEVATION KEY
UPPER CHARACTER IS DETAIL REFERENCE,
LOWER CHARACTER IS SHEET REFERENCE.
DETAIL MARKER -
PARTITION KEY
COLUMN ID
XXXXXX
N NORTH ARROW
ROOM NUMBER
BREAK LINE -
PLANARSHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
1t WINDOW TYPE TAG
X
REVISION KEY
DOOR TYPE TAG
ML
CL
LINE OF BREAK
POINT - TUBULAR
CENTER LINE
MATCH LINE
ABBREVIATIONS
PART PARTITION
LINEAR FEET
L
LT
LF
- LEADER
LIGHT
L
INSUL
J
K
- INSULATION
X
SYMBOLS
x°
INCH(ES)
PLUS OR MINUS
NUMBER, POUND
MULTIPLY BY, BY
LESS THAN
PLUS-
PERCENT-
- MINUS
GREATER THAN
FOOT, FEET
EQUALS, EQUAL TO
DOLLAR (USD)
DIVIDE BY, PER
DEGREE(S)
- AT
AND-
V
FR FRAME
GENERAL CONTRACTOR
GYPSUM WALL BOARD
HUNG CEILING
INSIDE DIAMETER
H
HC
HGT
HORIZ
I
ID
- HEIGHT
- HORIZONTAL
G
GA
GALV
GC
GL
GR
GYPBD/GWB
- GAUGE
- GALVANIZED
- GLASS
- GRILLE
Z
WD
WI
WP
WT
WWF
VERT
V/VIN
VCT
VIF
VTR
W
W/
FIREPROOF-SELF CLOSING
FINISH FLOOR
FLOOR DRAIN
FIREPROOF/FIREPROOFING
FPSC
FF
FD/FLDR
FIN
FIXT
FL/FLR
FLASH
FP
- FINISH
- FIXTURE
- FLOOR
- FLASHING
ENCL
ENT
EQ
EQUIP
EXP
EXIST/EXG
F
F
- ENCLOSURE
- ENTRANCE
- EQUAL
- EQUIPMENT
- EXPANSION
- EXISTING
- FIXED
TOSS
TWR
TW/TOW
TYP
U
UON
T
T&B
SUBST
TOC
TOD
TH
WROUGHT IRON
WATERPROOFING
WELDED WIRE FABRIC
- WOOD
- WEIGHT
VINYL COMPOSITION TILE
VERIFY IN FIELD
VENT THROUGH ROOF
- VINYL
- VERTICAL
- WITH
TOP OF STRUCTURAL SLAB
TOP OF WALL
UNLESS OTHERWISE NOTED
- TOWER
- TYPICAL
TOP AND BOTTOM
SUBSTRATE
TOP OF COPING
TOP OF DRAIN
THICKNESS
DTL/DET
DWG/DRAWG
E
EL/ELEV
ELEC
- DETAIL
- DRAWING
- ELEVATION
- ELECTRIC
DIA
DIM
DN
- DIAMETER
- DIMENSION
- DOWN
SL
SP
SPEC
SQFT/SF
SS
STD
STL
STPL
STRUCT
SY
S
SAC
SECT
SHT
SIM
SCHED
CERAMIC TILE
CORR CORRIDOR
CONT/CONTIN
CONC
CT
D
DBL
- CONTINUOUS
- CONCRETE
- DOUBLE
C
CLG/CEILG
COL
- CEILING
- COLUMN
r
RCP
REINF
REQD
REV
RM
RO
REFL
PT
PT CB
PTD
R
PNT
SUSPENDED ACOUSTICAL CEILING
SPECIFICATION
SQUARE FEET
STAINLESS STEEL
STANDARD
STEEL PLATE
STRUCTURAL
SQUARE YARD
- SLEEVE
- SPACE
- STEEL
SCHEDULE
- SECTION
- SHEET
- SIMILAR
RADIUS
REFLECTED CEILING PLAN
REINFORCING
ROUGH OPENING
REFLECTED -
REQUIRED
REVEAL
ROOM
PRESSURE TREATED
PAINTED CONCRETE BLOCK
PLUS OR MINUS-
PAINTED
PAINT
OPG/OPENG
APPROXIMATELY
BD BOARD
APPD
B
APPROX
- APPROVED
NTS
P
O
OAI
OC
OD
OFC
MIN
MO
N
ND
NIC
NO/ #
NOM
ACCESS DOOR
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
A
AB
AD
ADJ
AFF
AFG
ALUM
- ABOVE
- ADJACENT
- ALUMINUM
MER
M
MTL
MAT
MAX
MECH
NOT TO SCALE
OUTSIDE AIR INTAKE
ON CENTER
OUTSIDE DIAMETER
OFFICE
OPENING
MASONRY OPENING
NOMINAL DIAMETER
NOT IN CONTRACT
- MINIMUM
NUMBER
NOMINAL
MECHANICAL EQUIPMENT ROOM
MECHANICAL-
- METAL
MATERIAL
MAXIMUM
SGT - STRUCTURAL GLAZED TILE
TOS TOP OF SLAB-
TOFF TOP OF FINISH FLOOR-
ABBREVIATIONS (CONT.)
ASPHALT
ARCH
ASPH
- ARCHITECT
AIR CONDITIONERAC
ACP
- ACCOUSTICAL CEILING PANELS
GENERAL NOTES (CONT.)GENERAL NOTES
1. WORK SHALL BE IN CONFORMANCE WITH APPLICABLE REQUIREMENTS
OF THE FOLLOWING: NYC BC 2014, NEC 2014, UFC 1-200-01, UFC 3-600-01,
NFPA 101, NFPA 13, ADA 2010, ANSI 117.1, ARMY REGULATION 870-20, AND
ALL OTHER APPLICABLE CODES AND REGULATIONS.
2. TO THE BEST OF THE UNDERWRITTEN ARCHITECT'S KNOWLEDGE, BELIEF
AND PROFESSIONAL JUDGMENT, ALL NEW WORK DESCRIBED IN THESE
CONSTRUCTION DOCUMENTS CONFORM WITH THE LATEST VERSION OF
THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.
3. CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF ANY PORTIONS
OF THE WORK, IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE
WITH THE ABOVE.
4. PERMITS REQUIRED FOR THE WORK ARE LISTED IN THE SPECIFICATIONS.
5. ELECTRICAL, HVAC AND OTHER SUBCONTRACT WORK SHALL BE
PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL
ARRANGE FOR AND OBTAIN REQUIRED INSPECTIONS AND SIGNOFFS.
6. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. ALL
DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS MUST BE
VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE ORDERING ANY
MATERIAL OR DOING ANY WORK. WHERE DISCREPANCIES OCCUR
AND/OR WHERE THERE ARE CONFLICTS OR OMISSIONS IN THE
DRAWINGS, SPECIFICATIONS AND APPLICATIONS, THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT IMMEDIATELY AND REFRAIN FROM
STARTING AND COMPLETING SUCH WORK, OR DEPENDENT WORK, UNTIL
DIRECTED BY ARCHITECT TO PROCEED. NO CHANGE IN DRAWINGS OR
SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT.
7. INTERIOR DIMENSIONS ARE TO THE FINISHED SURFACE.
8. MECHANICAL AND ELECTRICAL INDICATIONS ON ARCHITECTURAL
DRAWINGS ARE FOR LOCATION PURPOSES ONLY.
9. ADDITIONAL NOTES APPLICABLE TO THIS PROJECT MAY BE FOUND
THROUGHOUT THE CONSTRUCTION DOCUMENTS.
10. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE
INDICATED ON THE DRAWINGS IT SHALL BE CONSTRUED TO MEAN THE
ESTABLISHING OF QUALITY AND PERFORMANCE STANDARDS OF SUCH
ITEMS. ALL PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR
REVIEW AND APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL.
11. ELEVATIONS GIVEN FOR EXISTING BUILDINGS ARE TO FINISHED FLOOR.
THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS FOR EXISTING
STRUCTURES PRIOR TO THE COMMENCEMENT OF WORK.
12. THE TERM "FINISH FLOOR" SHALL REFER TO THE NORMAL FINISHED
SURFACE OF THE FLOOR LEVEL.
13. THE TERM "CONTRACTOR" SHALL REFER TO THE GENERAL
CONTRACTOR, UNLESS OTHERWISE STATED.
14. THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL NEW ITEM(S)
AND/OR SYSTEM(S).
15. CONTRACTOR SHALL PROPERLY PROTECT AND MAKE SAFE ADJACENT
PROPERTY AS JOB CONDITIONS REQUIRE.
16. UNLESS OTHERWISE SHOWN ON THE CONTRACT DRAWINGS,
CONTRACTOR SHALL REMOVE DEBRIS FROM THE CONSTRUCTION SITE
AND DISPOSE OF DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING
FROM ALL CONSTRUCTION AND DEMOLITION OPERATIONS.
17. EXISTING AND NEWLY CONSTRUCTED SURFACES SHALL BE PROTECTED
FROM DEMOLITION / CONSTRUCTION ACTIVITIES. WHERE EXISTING
FINISHES ARE TO BE CUT OR ALTERED, THEY SHALL BE MODIFIED IN
SUCH A MANNER THAT AFTER ASSEMBLY THEY WILL PROVIDE A
COMPLETE CONTINUOUS FINISHED CONDITION. WHERE ACCESSORIES,
EQUIPMENT, AND PARTITIONS ARE TO BE REMOVED, ALTERED, ETC.,
PROVIDE FOR THE PATCHING AND REFINISHING OF MOUNTING POINTS IN
THE EXISTING FINISH.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
PROTECTING WORK AGAINST DAMAGE, BREAKAGE, COLLAPSE,
DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO CODES AND
STANDARDS OF GOOD PRACTICE.
19. CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL
DIMENSIONS REQUIRED FOR OTHER TRADES.
20. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED
TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER
PROPERLY WITH ADJACENT CONSTRUCTION WITHOUT COMPROMISING
THE QUALITY OF THE WORK.
21. CONTRACTOR SHALL PATCH AND REPAIR FIREPROOFING/FIRESTOPPING
DAMAGE INCURRED DURING DEMOLITION AND/OR CONSTRUCTION.
FIREPROOF/FIRESTOP AS REQUIRED BY CODE ALL PENETRATIONS
GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS AND ALL
EXISTING PENETRATIONS UNCOVERED DURING WORK.
22. CONTRACTOR SHALL RELOCATE/MODIFY AND PATCH ANY EXISTING
ARCHITECTURAL AND MEP COMPONENTS INTERFERING WITH THE
INSTALLATION OF NEW WORK WHETHER SHOWN OR NOT SHOWN ON
THESE DRAWINGS.
23. WORK SHALL BE INSTALLED SO THAT ALL PARTS REQUIRED ARE
READILY ACCESSIBLE FOR INSPECTION, OPERATION, MAINTENANCE AND
REPAIR. PROVIDE ACCESS DOORS AT POINTS WHERE MEP CONTROLS
ARE INSTALLED. SEE ARCHITECTURAL AND MEP DRAWINGS.
24. NEW CONSTRUCTION, PATCHED WORK, AND AREAS AFFECTED BY
CONSTRUCTION SHALL BE PAINTED. PAINTING SHALL COVER THE ENTIRE
AFFECTED HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST
CORNER IN ALL FOUR DIRECTIONS. COLOR TO MATCH EXISTING
CONDITIONS. WHERE AFFECTED SURFACES ARE MORE THAN 2/3 OF THE
TOTAL PAINTABLE SURFACE AREA WITHIN A ROOM, PAINT ALL PAINTABLE
SURFACES.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL
ASPECTS OF WORK UNDER THIS CONTRACT IN ORDER TO ENSURE THE
QUALITY AND TIMELY COMPLETION OF THE WORK.
26. CONTRACTOR SHALL GUARANTEE MATERIALS AND WORKMANSHIP IN
THIS CONTRACT FOR A MIN PERIOD OF 1 (ONE) YEAR U.O.N. FOLLOWING
ARCHITECT'S CERTIFICATION OF SUBSTANTIAL COMPLETION, AND SHALL
REMEDY ANY DEFECTS IN SUCH WORK THAT ARISE DURING THAT TIME
AT NO COST TO THE OWNER.
SPK SPEAKER-
PROVISIONS
THE FOLLOWING ITEMS ARE TO BE INCLUDED IN THE BID. THE QUANTITIES
PROVIDED ARE IN ADDITION TO THOSE INDICATED ELSEWHERE IN THE
DOCUMENTS. INCLUDE THE COST OF ALL MEANS TO INSTALL THE WORK AT
VARIOUS LOCATIONS THROUGHOUT THE BUILDING.
ANY QUANTITY MORE OR LESS WILL BE AN EXTRA/CREDIT TO THE
AUTHORITY. PROVIDE PRODUCT DATA FOR APPROVAL AS DIRECTED BY THE
ARCHITECT OF RECORD, PRIOR TO PROCEEDING WITH WORK.
1. 2X4 WOOD SLEEPER REMOVALS: 30 LF
2. 2X4 WOOD SLEEPER INSTALLATION: 30 LF
3. PRESSURE-TREATED WOOD BLOCKING/SLEEPERS: 200 BOARD FT
4. GYP BD CEILING TO BE PATCHED/PAINTED: 10 SF
5. ROOF CONDUITS TO BE RELOCATED AND PENETRATIONS SEALED: SIX (6)
DOR - DESIGNER OF RECORD
COR - CONTRACTING OFFICER REPRESENTATIVE
S O
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2 3
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C A
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S U
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D A
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C O
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N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h it e c tu re
E n g in e e ri n g e y p a e
.c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
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T e le p h o n e
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F a x
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W e s t th
S tr e e t, F l N e w
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F
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G O
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P R
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C T
T O
/M S
Z
M S
Z /M
P
M S
Z
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N
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A N
S I_
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G-001
G E
N E
R A
L N
O T
E S
S
Y M
B O
L
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
ROOF FRAMING PLAN
S-101
NOTES:
1. ASSUMED DIMENSIONS = 7'-6"L x 4'-6"W x 3'-6"H. ASSUMED WEIGHT = 700 lbs. NOTIFY ARCHITECT/ENGINEER IF ACTUAL
DIMENSIONS AND/OR WEIGHT ARE DIFFERENT FROM WHAT WAS ASSUMED.
2. INSTALL RTU-1 ON NEW CONVERTER ROOF CURB. EXIST HSS CURB SUPPORT TO REMAIN. REFER TO MECHANICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
3. PIPE2XS w/ 1/4" CAP PLATE; COORDINATE FINAL LOCATION OF POLE w/ ARCHITECTURAL AND ELECTRICAL DRAWINGS.
4. UTILITY CHASE HOUSING; COORDINATE FINAL SIZE AND LOCATION w/ ARCHITECTURAL AND ELECTRICAL DRAWINGS.
5. HSS8x4x1/4 FRAME AROUND UTILITY CHASE HOUSING.
EXIST HSS12x8 (CONT)
E
X
I S
T
H
S
S x
C
O
N
T
E X
I S
T
H
S S x
K
I N
K E
D
E X
I S
T
H
S S x
K
I N
K E
D
E X
I S
T
H
S S x
K
I N
K E
D
E X
I S
T
H
S S x
K
I N
K E
D
E X
I S
T
H
S S x
K
I N
K E
D
E X
I S
T
M
C
E X
I S
T
H
S S x
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
FLOOR FRAMING PLAN
S-101
NOTES:
1. ROD X-BRACING NOT SHOWN FOR CLARITY.
EXIST W18 (CONT)
E
X
I
T
W
C
O
N
T
E X
I S
T
M
C
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S x
E X
I S
T
M
C
E X
I S
T
M
C
E X
I S
T
M
C
E X
I S
T
M
C
E X
I S
T
M
S x
E
X
I S
T
L x
C
O
N
T
N
E x x
C
O
N
T
EXIST L5x5 (CONT) + NEW L3x2x3/8 (CONT)
6'-9"6'-9"6'-9"6'-9"6'-9"
SCALE: 3/4" = 1'-0"
3A
SECTION @ EAST &
WEST WINDOW SILL
S-101
EXIST HSS8x4 COLUMN
ABOVE, TYP (16) LOCATIONS
SPAN DIRECTION
OF EXIST METAL
FLOOR DECK
RTU-1; REFER TO
NOTES 1 AND 2
FOR INFORMATION.
EXIST HSS8x4 COLUMN, TYP (16) LOCATIONS
EXIST HSS8x4 COLUMN
EXIST L5x5 w/ NEW L3x2x3/8 (LLV)
STAGGER WELDS
NOTE 3
SCALE: 3/4" = 1'-0"
SECTION @ UTILITY POLE
S-101
EXIST HSS8x4 COLUMN
EXIST HSS12x8 BEAM
EXIST HSS8x4 KINKED BEAM
EXIST 3" ROOF DECK; CORE-DRILL
HOLE THROUGH DECK AS NECESSARY
TO INSTALL BIRD DETERRENT POLE.
BIRD DETERRENT SPEAKER;
LOCATE 18" ABOVE ROOF.
SPAN DIRECTION
OF EXIST METAL
ROOF DECK
4'-0"
1'-6"
NOTE 3
NOTE 3
NOTE 4
SCALE: 3/4" = 1'-0"
SECTION @ ROOF BEAM
S-101
EXIST HSS8x4 BEAM
EXIST 3" ROOF DECK; CORE-DRILL HOLE THROUGH
DECK AS NECESSARY TO INSTALL UTILITY POLE.
CONNECT ROOF DECK TO NEW HSS8x4 w/ 0.177"
POWDER-ACTUATED FASTENERS @ 12" OC.
NEW HSS8x4 BEAM
NEW UTILITY POLE; REFER TO
4/S-101 FOR INFORMATION.
E X
I S
T
L x
O N
T
N E
W
L x x
O N
T
SCALE: 3/4" = 1'-0"
3B
SECTION @ NORTH
WINDOW SILL
S-101
EXIST L5x5 w/ NEW L3x2x3/8
(LLV); REFER TO SECTION
3A/S-101 FOR INFORMATION.
NOTE 5
FACE OF BUILDING
FACE OF BUILDING
WOOD BLOCKING; ATTACH
BLOCKING TO EXIST HSS12x8 w/
1/2" THREADED ROD @ 4'-0" OC.
PROVIDE OVERSIZED WASHER AND
RECESS WASHER AND NUT INTO
TOP PLY OF BLOCKING.
NOTE: VERIFY CONSTRUCTION IN FIELD. IF L5x5 SILL ANGLE IS
REINFORCED w/ L3x2x3/8, REINFORCE WELDS AS SHOWN. IF L5x5
SILL ANGLE IS NOT REINFORCED, INSTALL NEW L3x2x3/8 AS SHOWN.
REFER TO 1/E-601 FOR
MOUNTING BRACKET
FOR DISPLAY SCREEN
DESIGN CRITERIA
BUILDING CODE
INTERNATIONAL BUILDING CODE, 2012 EDITION
LIVE LOADS
FIRST FLOOR 50 psf
ROOF 20 psf
ROOF SNOW LOAD
GROUND SNOW LOAD, Pg 25 psf
FLAT ROOF SNOW LOAD, Pf 20 psf
SNOW EXPOSURE FACTOR, Ce 1.0
SNOW LOAD IMPORTANCE FACTOR, Is 1.1
THERMAL FACTOR, Ct 1.0
WIND LOAD
BASIC WIND SPEED (3 SECOND GUST), Vult 130 mph (FACTORED)
BASIC WIND SPEED (3 SECOND GUST), Vult 101 mph (UNFACTORED)
RISK CATEGORY III
WIND IMPORTANCE FACTOR, Iw 1.0
WIND EXPOSURE B
INTERNAL PRESSURE COEFFICIENT, Gcpi ±0.18
COMPONENTS AND CLADDING, P (UNFACTORED)
ROOF SURFACE (ZONE 1) -31.4 psf
ROOF EDGE (ZONE 2) -49.4 psf
ROOF CORNER (ZONE 3) -67.3 psf
WALL SURFACE (ZONE 4) +21.5 / -21.5 psf
WALL CORNER (ZONE 5) +21.5 / -39.4 psf
EARTHQUAKE DESIGN DATA
RISK CATEGORY III
SEISMIC IMPORTANCE FACTOR, Ie 1.25
SPECTRAL RESPONSE COEFFICIENT, SS 0.280 (ASSUMED)
SPECTRAL RESPONSE COEFFICIENT, S1 0.072 (ASSUMED)
SITE CLASS D (ASSUMED)
SEISMIC RESPONSE COEFFICIENT, Sds 0.294
SEISMIC RESPONSE COEFFICIENT, Sd1 0.115
SEISMIC DESIGN CATEGORY B
BASIC SEISMIC-FORCE-RESISTING SYSTEM EXISTING ECCENTRICALLY
BRACED STEEL FRAMES
DESIGN BASE SHEAR 10 kips
SEISMIC RESPONSE COEFFICIENT, Cs 0.123
RESPONSE MODIFICATION FACTOR, R 3
ANALYSIS PROCEDURE: EQUIVALENT LATERAL
FORCE METHOD
MISCELLANEOUS NOTES
M1 MEMBER SIZES AND BUILDING DIMENSIONS WERE TAKEN FROM RECORD
DRAWINGS AND WERE NOT VERIFIED. CONTRACTOR SHALL VERIFY EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK.
M2 CONSULT THE ARCHITECTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL DRAWINGS FOR LOCATION AND SIZE OF OPENINGS, SLEEVES,
AND OTHER PROJECT REQUIREMENTS.
M3 ALL ELEVATIONS ARE REFERENCED TO DATUM ELEVATION 0'-0" = TOP OF
EXISTING FINISHED FLOOR.
STEEL NOTES
S1 A QUALITY CONTROL PROGRAM OF SHOP AND FIELD TESTING AND
INSPECTION WILL BE PERFORMED ON STEEL FABRICATION, ERECTION, AND
CONNECTIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE
TESTING REQUIREMENTS TO BE COMPLETED.
S2 SUBMIT THE FOLLOWING TO THE ARCHITECT/ENGINEER FOR REVIEW:
A. SHOP DRAWINGS, SHOWING FABRICATION OF STEEL COMPONENTS
B. WELDING CERTIFICATES
C. MILL TEST REPORTS FOR STEEL COMPONENTS
D. SOURCE QUALITY-CONTROL REPORTS
E. FIELD QUALITY-CONTROL REPORTS; CONTRACTOR SHALL ENGAGE A
TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.
S3 DETAIL, FABRICATE AND ERECT STEEL IN CONFORMANCE WITH THE
LATEST EDITIONS OF AISC SPECIFICATIONS AND CODES.
S4 PERFORM ALL WELDING USING CERTIFIED WELDERS AND IN ACCORDANCE
WITH THE LATEST EDITION OF AWS D1.1, "STRUCTURAL WELDING CODE -
STEEL."
S5 VISUALLY INSPECT ALL WELDED CONNECTIONS IN ACCORDANCE WITH
AWS D1.1 AND THE FOLLOWING INSPECTION PROCEDURES, AT TESTING
AGENCY'S OPTION:
A. LIQUID PENETRANT INSPECTION IN ACCORDANCE WITH ASTM E165.
B. MAGNETIC PARTICLE INSPECTION IN ACCORDANCE WITH ASTM E709,
CRACKS OR ZONES OF INCOMPLETE FUSION OR PENETRATION ARE NOT
ACCEPTED.
C. ULTRASONIC INSPECTION IN ACCORDANCE WITH ASTM E164.
S6 FABRICATE ALL MEMBERS WITH THE NATURAL CAMBER UP.
S7 AFTER FABRICATION, CLEAN STEEL OF ALL RUST, LOOSE MILL SCALE, DIRT,
OIL, GREASE OR OTHER FOREIGN MATERIALS.
S8 DO NOT FIELD CUT ANY STEEL FRAMING WITHOUT THE PRIOR REVIEW AND
ACCEPTANCE OF THE ARCHITECT/ENGINEER.
S9 ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH
OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE
ANY ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES AT NO COST
TO THE OWNER. REMOVE THIS ADDITIONAL STEEL UNLESS DIRECTED
OTHERWISE BY THE OWNER IN WRITING.
S10 PROVIDE NEW MATERIAL CONFORMING TO THE FOLLOWING
REQUIREMENTS FOR ALL STEEL:
MEMBER GRADE
PLATE, ANGLES ASTM A36
PIPES ASTM A53, GRADE B
HOLLOW STRUCTURAL SHAPES ASTM A500, GRADE B
WELDING ELECTRODE E70XX
S O
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IDENTIFICATION
US Army Corps of Engineers
G O
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W
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S-101
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S-101
AutoCAD SHX Text 1/4
AutoCAD SHX Text 2-6
AutoCAD SHX Text 3A
AutoCAD SHX Text S-101
AutoCAD SHX Text 1/4
AutoCAD SHX Text 1/4
AutoCAD SHX Text
AutoCAD SHX Text S-101
AutoCAD SHX Text 1/4
AutoCAD SHX Text 3B
AutoCAD SHX Text S-101
AutoCAD SHX Text 3A
AutoCAD SHX Text S-101
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
A-001 NOT TO SCALE
2 LOCATION PLAN
A-001 NOT TO SCALE
3 NYC DEPARTMENT OF FINANCE TAX MAP
N
A-001
1 TEMPORARY CONSTRUCTION PLAN
S O
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A
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SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
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E n g in e e ri n g e y p a e .c o m
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A R
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AD-101
1 FIRST FLOOR DEMOLITION PLAN
AD-101
ENLARGED EXISTING
MULLION DETAIL
S O
L
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A
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IO
N N
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SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h it e c tu re
E n g in e e ri n g e y p a e
.c o m
F u lle r R o a d
F if th
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AD-101
F
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N
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AD-102
1 ROOF DEMO PLAN
S O
L
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N N
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D A
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C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
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AD-201
1 NORTH ELEVATION
AD-201
2 EAST ELEVATION
AD-201
3 SOUTH ELEVATION
AD-201
4 WEST ELEVATION
AD-201
ENLARGED EXISTING
MULLION DETAIL
S O
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N N
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C A
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IS
S U
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A T
E
D A
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C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h it e c tu re
E n g in e e ri n g e y p a e
.c o m
F u lle r R o a d
F if th
F lo o r
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D E
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N
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V A
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IO
AD-501
1 SOUTH CURB DEMOLITION DETAIL
AD-501
2 NORTH CURB DEMOLITION DETAIL
AD-501
3 NORTH CURB DEMOLITION DETAIL
AD-501
4 EAST CURB DEMOLITION DETAILS
AD-501
5 RESILIENT FLOORING DEMO DETAIL
S O
L
IC
IT
A
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C O
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R A
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N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
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AD-501
D E
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IT
IO
N
D E
T A
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A-101
1 FIRST FLOOR CONSTRUCTION PLAN
S O
L
IC
IT
A
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N N
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A M
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C O
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R A
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N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
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1 ROOF CONSTRUCTION PLAN
S O
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N N
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D A
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C O
N T
R A
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N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
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R O
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N P
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1 FIRST FLOOR REFLECTED CEILING PLAN
S O
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A
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IO
N N
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A M
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SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
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F if th
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G P
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A-121
1 FIRST FLOOR FURNITURE PLAN
S O
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N N
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S U
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D A
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C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
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W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-121
F
IR
S T
F L O
O R
F U
R N
IT
U
R E
P L
A-201
A-201
2 EAST ELEVATION
A-201
3 SOUTH ELEVATION
A-201
4 WEST ELEVATION
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-201
E L
E V
A T
IO
A-301
1 EAST WEST SECTION
A-301
2 NORTH SOUTH SECTION
A-301
3 INTERIOR EAST WALL ELEVATION
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-301
S E
C T
IO
A-501
8 FLOOR HATCH DETAILS
A-501
1 TYP RESILIENT FLOORING DETAIL
A-501
2 HEAD DETAIL W/ NEW GLASS
A-501
4 SILL DETAIL W/ EXISTING GLASS
A-501
3 CENTER MULLION DETAIL
A-501
5 ELECTRICAL CLOSET DOOR HEAD DETAIL
A-501
6 ELECTRICAL CLOSET DOOR BASE DETAIL
A-501
7 CIPHER LOCK DETAIL
A-501
9 FLOOR MAT DETAIL
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-501
D E
T A
A-502
8 ROOF INSULATION LAYOUT
NOTE: HIGH POINTS SHOWN ABOVE
INDICATE TOTAL THICKNESS OF
INSULATION SYSTEM. PROFILE NOT TO
SCALE. THIS IS A PRELIMINARY LAYOUT,
WORK WITH MANUFACTURER TO FINALIZE
PANEL SCHEDULE
PANEL SLOPETYPE THICKNESS SIZE
4'X 4'3.0" 3.0"
4'X 4'AA TAPERED 0.5"-1.0" 1/8" / FT.
4'X 4'A TAPERED 1.0"-1.5" 1/8" / FT.
4'X 4'B TAPERED 1.5"-2.0" 1/8" / FT.
4'X 4'C TAPERED 2.0"-2.5" 1/8" / FT.
CRICKET 4'X 4'X 0.5"-1.5" 1/4" / FT.
ISO BASE
4'X 4'2.0" 2.0"ISO FILL N/A
N/A
4'X 4'1.5"ISO FLAT N/A1.5"
A-502
1 ROOF SECTION DETAIL
A-502
2 ROOF SECTION DETAIL
A-502
3 ROOF SECTION DETAIL
A-502
4 ROOF SECTION DETAIL
A-502
5 ROOF SECTION DETAIL
A-502
6 ROOF SECTION DETAIL
A-502
7 ROOF SECTION DETAIL
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-502
R O
O F
IN
G
D E
T A
A-503
6 PIPE PENETRATION ROOF CURB DETAIL
A-503
3 ROOF SECTION THROUGH AHU CURB
A-503
2 TYPICAL PENETRATION
A-503
1 TYPICAL ROOF DRAIN SECTION
A-503
TYPICAL PIPE PENETRATION
ON SLOPED ROOFING
A-503
5 AHU ENCLOSURE SUPPORT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-503
R O
O F
IN
G
D E
T A
A-504
1 EXISTING DISPLAY SCREEN ELEVATION
A-504
3 EXISTING DISPLAY SCREEN REMOVAL DETAILS
A-504
2 EXISTING DISPLAY SCREEN REMOVAL DETAILS
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-504
D
IS
P L
A Y
S C
R E
E N
R E
M O
V A
L A
N D
R E
IN
S
T A
L L
A T
IO
N
D E
T A
A-601
1 DOOR TYPES
A-601
3 TEMPORARY SITE PARTITION
A-601
2 BALLISTIC GLAZING TYPES
A-601
4 VERTICAL DOOR SECTION - TYPE A
A-601
5 HORIZONTAL HINGE SECTION - TYPE A
A-601
7 METAL SADDLE DETAIL - TYPE A
A-601
6 HORIZONTAL LATCH SECTION - TYPE A
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-601
D O
O R
G
L A
Z
IN
G S
C H
E D
U
AD-901
1 FIRST FLOOR DEMOLITION PLAN
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
AD-901
B
ID
O P
T
IO
N
F
IR
S
T F
L O
O R
D E
M O
L
IT
IO
N
P L
AD-902
AD-902
2 EAST ELEVATION
AD-902
3 SOUTH ELEVATION
AD-902
4 WEST ELEVATION
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
AD-902
B
ID
O P
T
IO
N
D
E M
O L
IT
IO
N
E L
E V
A T
IO
A-901
1 FIRST FLOOR CONSTRUCTION PLAN
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-901
B
ID
O P
T
IO
N
F
IR
S
T F
L O
O R
P L
A-902
A-902
2 EAST ELEVATION
A-902
3 NOT USED
A-902
4 WEST ELEVATION
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-902
B
ID
O P
T
IO
N
E
L E
V A
T
IO
A-903
1 HEAD DETAIL W/ NEW GLASS AND FRAMING
A-903
3 SILL DETAIL W/ EXISTING GLASS AND NEW FRAMING
A-903
2 CENTER MULLION DETAIL W/ NEW FRAMING
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L O
T S
C A
L E
IS
S U
E D
A T
E
D A
T E
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
US Army Corps of Engineers
E Y
P
A rc h ite c tu re
E n g in e e ri n g e y p a e .c o m
F u lle r R o a d
F if th
F lo o r
A lb a n y N
Y
T e le p h o n e
.7
.3
F a x
.7
.3
W e s t th
S tr e e t, F l N e w
Y o rk
N
Y
P
.2
.3
F
.2
.7
T
IM
E S
S Q
U A
R E
R E
C R
U
IT
IN
G
S T
A T
IO
N
R E
N O
V A
T
IO
N
W
R
D S
T
N E
W Y
O R
K N
Y
G O
S H
O W
P R
O J E
C T
T O
/M S
Z
M S
Z /M
P
M S
Z
A S
N
O T
E D
A N
S I_
D
T O
/M B
/1
/2
W
D S
-1 -D
-0
A-903
B
ID
O P
T
IO
N
D
E T
A
HOT GAS BYPASSHGB
CONNECT TO EXISTING
POINT OF DISCONNECTION
RETURN REGISTER OR EXHAUST REGISTER WITH TAG
(TAG INCLUDES DIFFUSER TYPE,
NECK SIZE AND CFM)
NECK SIZE AND CFM)
(TAG INCLUDES REGISTER TYPE,ER-1, 8x8
200 CFM
200 CFM
EXISTING DUCTWORK TO BE REMOVED
EXISTING DUCTWORK
(REFER TO PLANS FOR SIZES)
SUPPLY DIFFUSER WITH TAG
RETURN GRILLE WITH ACOUSTICALLY LINED BOOT
SIDE WALL REGISTER/GRILLE
ACOUSTIC LINING
ACCESS DOOR
SHEETMETAL TRANSFER ASSEMBLY WITH
CD-1, 8 Ø
CHANGE IN ELEVATION WITH RELATION TO AIR FLOW
RECTANGULAR-TO-ROUND TRANSITION
TRANSITION ON CENTER
AND VOLUME DAMPER
TAKE-OFF TAP TO RECTANGULAR DUCT
FIRE DAMPER (FD)/SMOKE DAMPER (SD) OR
COMBINATION FIRE SMOKE DAMPER (FD/SD)
CONICAL TAP TO RECTANGULAR DUCT AND
FLEXIBLE CONNECTOR
VOLUME DAMPER
FD
SD
FD/SD
SD
FD
FD/SD
SQUARE-THROATED ELBOW W/TURNING VANES
SQUARE-THROATED TEE
VOLUME DAMPER
RADIUS ELBOW
RADIUS TEE
TRANSITION WITH FLAT SIDE
R/D
NK=
R/D
NK=
NK= NK=
FLEXIBLE DUCTWORK (MAX. OVERALL LENGTH 3'-0")
RETURN EXHAUST DUCT RISER IN PLAN
RECTANGULAR DUCTWORK (WIDTH x DEPTH)
ROUND DUCTWORK (SIZE, DIAMETER)
FLAT OVAL DUCTWORK
ACOUSTICALLY LINED DUCTWORK
SUPPLY DUCT RISER IN PLAN
10x8 FO
8 Ø
10x8
REFRIGERANT LIQUIDRL
G NATURAL GAS
THERMOSTAT OR TEMPERATURE SENSOR
FLOW SWITCH
MOTORIZED DAMPER (WITH ACCESS DOOR)
MOTOR STARTER
STATIC PRESSURE SENSOR
MOTOR CONTROL CENTER
SMOKE DETECTOR
HUMIDISTAT OR HUMIDITY SENSOR
MOUNT 48" A.F.F. UNLESS OTHERWISE NOTED
BREAKGLASS STATION
UNION
TEE (SIDE)
90 DEGREE ELBOW (SIDE)
TEE TURNED DOWN
TEE TURNED UP
RISE OR DROP IN PIPE
PIPE CONNECTION TO UNIT
HOSE END CONNECTION
FLANGE
ELBOW TURNED DOWN
ELBOW TURNED UP
CLEANOUT WITH PLUG
CAP
BLIND FLANGE
VOLUME DAMPER (MANUAL OPPOSED BLADE)
LOW PRESSURE STEAM (15 PSIG AND BELOW)
ROOFTOP UNITRTU
EXTERNAL STATIC PRESSUREESP
HIGH PRESSURE STEAM (60 PSIG AND ABOVE)
HIGH PRESSURE STEAM CONDENSATE RETURN
GALLONS PER HOURGPH
HOA
HZ
HWS
HORIZ.
HPC
HWR
HV
HPS
HP
HD
HGT
HE
HC
H
GRV
GSS
GSR
GR
GPM
HAND OFF AUTO
HOT WATER SUPPLY
HOT WATER RETURN
HEATING AND VENTILATING UNIT
HORSEPOWER, HEAT PUMP
HERTZ
HORIZONTAL
HEAT EXCHANGER
GLYCOL SOLUTION SUPPLY
GLYCOL SOLUTION RETURN
GRAVITY ROOF VENTILATOR
GRAINS (OF MOISTURE)
GALLONS PER MINUTE
HEIGHT
HEATING COIL
HUMIDIFIER
HEAD
FS
GAL
G
FV
FT
FPM
FR
FPS
FO
FLD
FLA
FD/SD
FL
FD
FCV
FCU
FC
FA
°F
EX
EWT
ET
FINNED TUBE RADIATION
FEET PER SECOND
FEET PER MINUTE
FULL LOAD AMPS
FLOW SWITCH
GALLONS
FACE VELOCITY
GAS
FEET
OVAL/FLAT OVAL
FLOOR DRAIN
COMBINATION FIRE/SMOKE DAMPER
FLOW CONTROL VALVE
FLEX CONNECTION, FORWARD CURVED
DEGREES, FAHRENHEIT
ENTERING WATER TEMPERATURE
FIRE DAMPER
FAN COIL UNIT
FLOOR
FACE AREA
EXISTING
EXPANSION TANK
WATER PRESSURE DROP
WIRE MESH SCREEN
WATER GAUGE
WATER FLOW MEASURING STATION
WALL TYPE EXHAUST FAN
WET BULB TEMPERATURE
WATT
WITH
VENT THROUGH ROOF
VARIABLE SPEED DRIVE
VACUUM STEAM CONDENSATE RETURN
VACUUM PUMP
VARIABLE INLET VANE
VERTICAL
VENTILATION; VENT
VELOCITY
VOLUMETRIC CONTROL CENTER
VARIABLE AIR VOLUME
VOLT, VALVE
UNLESS NOTED OTHERWISE
UNIT HEATER
VP
WPD
WMS
WG
WFM
WEF
WBT
VTR
W W/
VSD
VR
VCC
VENT
VERT
VIV
VEL
VD
VAV
V
UNO
UH
TYPICAL
THRU-THE-WINDOW A/C UNIT
THRU-THE-WALL UNIT
THERMOSTAT
TOP REGISTER (WALL TYPE) HIGH
TRANSFER OPENING
TOP GRILLE (WALL TYPE) HIGH
TEMPERATURE
TEMPERATURE DIFFERENCE
TEMPERATURE CONTROL PANEL,
SUCTION
SUPPLY REGISTER
STATIC PRESSURE SENSOR
SPECIFICATIONS
STATIC PRESSURE
SPECIFIC GRAVITY
SENSIBLE HEAT RATIO
SUPPLY AIR FAN
SMOKE DAMPER
SUPPLY AIR
ROUGH OPENING
TO
TWU
TWAC
TYP
TSTAT
TR
TD
TEMP
TG
TCP
SUCT
SR
SPS
SPEC
SP
SG
SHR
SF
SD
SA
RO
MOTOR HORSE POWERMHP
DEGREES CELSIUS, CENTIGRADE°C
ENERGY RECOVERY COIL, ELECTRIC REHEAT COIL
CONSTANT VOLUME, CONVECTOR
DIRECT DIGITAL CONTROLDDC
EF
ERC
ES
ERP
ER
EFT
EL
EHC
EFF
EFC
DX
EA
EDR
EAT
DPT
DWG
DS
DN
DIA
EXHAUST FAN
ELECTRIC RADIANT PANEL
EXHAUST REGISTER
ELECTRIC HEATING COIL
ENTERING FLUID TEMPERATURE
EVAPORATIVE FLUID COOLER
EQUAL SPLIT
ELEVATION
EFFICIENCY
EQUIVALENT DIRECT RADIATOR
ENTERING AIR TEMPERATURE
DIRECT EXPANSION
DEW POINT TEMPERATURE
EXHAUST AIR
DRAWING
DUCT SILENCER
DIAMETER
DOWN
DC
DBT
DB
D
CW
CCE
CWS
CWR
CV
CU
CT
CH
CS
CR
CP
CO
CLG
CD
CFM
CEF
CC
CA
DRY BULB TEMPERATURE
CHILLED WATER SUPPLY
CHILLED WATER RETURN
CONDENSING UNIT
DRY COOLER
DECIBELS
COLD WATER
DROP
CLOSED CIRCUIT EVAPORATIVE COOLER
COOLING TOWER
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
CONDENSATE PUMP
CUBIC FEET PER MINUTE
CEILING EXHAUST FAN
CEILING DIFFUSER
CABINET HEATER
CLEAN OUT
COOLING
COOLING COIL
COMPRESSED AIR
PUMPED CONDENSATEPC
RETURN REGISTER
REVOLUTIONS PER MINUTE
ROOM, REFRIGERATION MACHINE
RATED LOAD AMPS
REHEAT COIL
RELATIVE HUMIDITY
RETURN GRILLE
RETURN AIR FAN
REFRIGERAT(ANT, ATION)
RADIATOR
RETURN AIR
RISE
POLYVINYL CHLORIDE
POUNDS PER SQUARE INCH WATER GAUGE
PRESSURE REDUCING VALVE
PNEUMATIC
PREHEAT COIL
PHASE
PLATE FRAME HEAT EXCHANGER
PREFILTER
PRESSURE DIFFERENTIAL SWITCH
PRESSURE DROP
R
RH
RM
RR
RPM
RLA
RHC
REFG
RG
RF
RAD
RA
PHC
PSIG
PVC
PNEU
PRV
PF
PFHX
PH
PDS
PD
PUMP
OUTLET VELOCITY
OUTSIDE SCREW AND YOKE
OUTSIDE DIAMETER
OPPOSED BLADE DAMPER
OUTSIDE AIR INTAKE
OUTSIDE AIR
NOT TO SCALE
NOMINAL
NUMBER
NORMALLY OPEN
NECK
NOT IN CONTRACT
NORMALLY CLOSED
NOISE CRITERIA
NOT APPLICABLE
MOTOR STARTER
MEDIUM PRESSURE STEAM (16-59 PSIG)
MEDIUM PRESSURE CONDENSATE RETURN
MISCELLANEOUS
MINIMUM
P
OV
OS&Y
OD
OBD
OAI
OA
NTS
NOM
NO
N.C.
N.O.
NK
NIC
NC
N/A
MPC
MS
MPS
MISC.
MIN
BRAKE HORSE POWER, BOILER HORSE POWER
BTUH
BR
BI
BHP
BAS
BFP
B
AFM
APD
AHU
AFF
AFD
AF
ACRCU
ACCU
AD
ACC
ACU
BRITISH THERMAL UNITS PER HOUR
BOTTOM REGISTER (WALL TYPE) LOW
BACKWARD INCLINE
BACKFLOW PREVENTER
BUILDING AUTOMATIC SYSTEM
BOILER
AIR PRESSURE DROP
AIR HANDLING UNIT
AIR FLOW MEASURING DEVICE
ABOVE FINISHED FLOOR
ADJUSTABLE FREQUENCY DRIVE
AIR-COOLED RECIPROCATING CHILLER
AIR-COOLED CONDENSING UNIT
AIR-COOLED CONDENSER
AIR CONDITIONING UNIT
AIR FILTER
ACCESS DOOR
ABBREVIATION DESCRIPTION
MOTORIZED DAMPER
MECHANICAL CONTROL PANEL
MOTOR CONTROL CENTER
MAXIMUM
LEAVING WATER TEMPERATURE
LOCKED ROTOR AMPS
LINEAR SLOT DIFFUSER
LOW PRESSURE CONDENSATE RETURN
LEAVING FLUID TEMPERATURE
LINEAR FOOT
LINEAR DIFFUSER
POUNDS PER HOUR
POUNDS
LEAVING AIR TEMPERATURE
KILOWATT
INCHES WATER COLUMN
INCHES
INSIDE DIAMETER
LFT
MCC
MD
MCP
MBH
MAX
LSD
LWT
LRA
LPS
LPC
LBS/HR
LF
LD
LBS
LAT
INWC
KW
IN
ID
EXISTING TO REMAINETR
AIR QUALITY VACUUM LINE ROOM SENSOR-TO-AIR QUALITY
AIR QUALITY ROOM SENSORSt
CENTRAL SENSOR AIR DATA ROUTER
FOT FLAT ON TOP
FOB FLAT ON BOTTOM
BDD BACKDRAFT DAMPER
PIPE CONTINUES
HEATINGHTG
DD DIRECT DRIVE
OPEN ENDED DUCTOED
REFRIGERANT SUCTIONRS
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
1 2 3 4 5
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
G O
S H
C
H I T
E C
T S
N E
W
Y
O R
K
N
Y
T
H
F
L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
N
Y
N E
W
Y
O R
K
D
I S
T R
I C
T
E Y
P
A r c h i t e c t u g i n e e r i n g e y p a e c o m l l e r
R o a d
F i f o o r
A l b a n y
N
Y
T e l e p h o n e
F a x
W e s t t h
S t r e e t
F l
N r k
N
Y
P
T I M
U
A R
E
R E
C R
U I T
I N
G
S
T A
T I O
N
R
E N
O V
A T
I O
N
R
D
S
T
N
R
K
N
Y
G O
S H
O
J E
A S
N
O T
E D
A N
S I D
W D
S D
L E
G E
N D
M-001
ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION
G K
M
G K
M
G K
M
L B
AutoCAD SHX Text
AutoCAD SHX Text
FITTINGS
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
BGS
AutoCAD SHX Text
FS
AutoCAD SHX Text H
AutoCAD SHX Text M C C
AutoCAD SHX Text
MS
AutoCAD SHX Text S
AutoCAD SHX Text
SP
AutoCAD SHX Text T
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
SHEET METAL
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
AutoCAD SHX Text
CONTROLS
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
AutoCAD SHX Text
ABBREVIATIONS
NO-SCALE
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
G O
S H
C
H I T
E C
T S
N E
W
Y
O R
K
N
Y
T
H
F
L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
N
Y
N E
W
Y
O R
K
D
I S
T R
I C
T
E Y
P
A r c h i t e c t u g i n e e r i n g e y p a e c o m l l e r
R o a d
A l b a n y
N
Y
T e l e p h o n e
F a x
W e s t t h
S t r e e t
F l
N r k
N
Y
P
T I M
U
A R
E
R E
C R
U I T
I N
G
S
T A
T I O
N
R
E N
O V
A T
I O
N
R
D
S
T
N
R
K
N
Y
G O
S H
O
J E
A S
N
O T
E D
A N
S I D
W D
S D
D E
M O
L I T
I O
N
P
L A
N S
MD-101
MAIN ROOM
TOILET ROOM
36X16 UP TO RTU
12X10
36X12
RA
1 REMOVE EXISTING CEILING MOUNTED EXHAUST FAN, DISCONNECT DUCT
AS INDICATED.
2 DISCONNECT DUCTWORK FROM EXISTING ROOFTOP HVAC UNIT AT ROOF
PENETRATION.
ETR
ETR
ETR
EXISTING CEILING DIFFUSERS TO REMAIN (TYPICAL ALL).
T
REMOVE EXISTING RTU WALL MOUNTED THERMOSTAT AND ALL
ASSOCIATED WIRING.
CODED NOTES:
1 REMOVE EXISTING ROOFTOP HVAC UNIT AND DUCTWORK DOWN TO ROOF
PENETRATION. REMOVE EXISTING ROOF CURB.
CODED NOTES:
REMOVE EXISTING RTU SUPPORT STEEL.
0 2' 4' 8'
FIRST FLOOR HVAC DEMOLITION RCP
MD-101
0 2' 4' 8'
ROOF HVAC DEMOLITION PLAN
MD-101
F i f o o r
G K
M
G K
M
G K
M
L B
ETR (EXISTING TO REMAIN)
REMOVE AND REPLACE EXISTING VENT CAP. MATCH EXISTING.
T
REMOVE EXISTING PERIMETER ELECTRIC FINNED TUBE RADIATION
THERMOSTAT.
CONTRACTOR TO TAKE SPECIAL CARE DURING DEMOLITION TO NOT
DAMAGE ANY EXISTING DUCTWORK THAT IS TO BE REUSED. REPLACE
ANY EXISTING DUCTWORK THAT IS TO REMAIN WHICH IS DAMAGED
DURING DEMOLITION.
SPECIAL NOTE:
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
G O
S H
C
H I T
E C
T S
N E
W
Y
O R
K
N
Y
T
H
F
L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
N
Y
N E
W
Y
O R
K
D
I S
T R
I C
T
E Y
P
A r c h i t e c t u g i n e e r i n g e y p a e c o m l l e r
R o a d
A l b a n y
N
Y
T e l e p h o n e
F a x
W e s t t h
S t r e e t
F l
N r k
N
Y
P
T I M
U
A R
E
R E
C R
U I T
I N
G
S
T A
T I O
N
R
E N
O V
A T
I O
N
R
D
S
T
N
R
K
N
Y
G O
S H
O
J E
A S
N
O T
E D
A N
S I D
W D
S D
N E
W
W
O R
K
P
L A
N S
M-101
MAIN ROOM
TOILET ROOM
36X16 UP TO RTU
12X10
36X12
RA
1 INSTALL EF-1 IN CEILING AND CONNECT TO EXISTING EXHAUST DUCT.
2 CONNECT NEW RTU-1 DUCTWORK TO EXISTING DUCTWORK.
ETR
ETR
ETR
BALANCE EXISTING CEILING DIFFUSER TO CFM INDICATED.
T
INSTALL RTU-1 WALL MOUNTED THERMOSTAT/CONTROLLER.
CODED NOTES:
0 2' 4' 8'
FIRST FLOOR HVAC RCP
M-101
EF-1
(160) (160) (160) (160) (160) (160) (160)
(160)
(160)
(160)
(160)
(160)
(160)
(160)
(160)
(100)
1 INSTALL RTU-1 ON NEW CONVERTER ROOF CURB. TRANSITION
DUCTWORK INSIDE ROOF CURB TO CONNECT TO EXISTING SUPPLY AND
RETURN DUCTS.
CODED NOTES:
0 2' 4' 8'
ROOF HVAC PLAN
M-101
RTU-1
OA
(200)
F i f o o r
G K
M
G K
M
G K
M
L B
2 PIPE 1" CONDENSATE DRAIN FROM RTU-1 TO ROOF DRAIN. PIPING SHALL
BE TYPE "L" COPPER.
T
INSTALL NEW PROGRAMMABLE THERMOSTAT FOR PERIMETER ELECTRIC
FINNED TUBE RADIATION.
INTERLOCK EF-1 WITH RTU-1 TO ONLY OPERATE DURING OCCUPIED
HOURS. PROVIDE AN EMERGENCY SHUT-OFF SWITCH (MOUNT BELOW
THERMOSTAT, NOTE 5) TO DE-ENERGIZE EF-1 AND RTU-1 ENCASE OF
EVENT.
SPECIAL NOTE:
MOUNT EMERGENCY SHUT-OFF SWITCH FOR EF-1 AND RTU-1 BELOW
THERMOSTAT.
LOCATION INDICATED IS TENTATIVE, FINAL LOCATION SHALL BE
COORDINATED WITH FIELD CONTRACTING OFFICER
REPRESENTATIVE(COR).
LOCATION INDICATED IS TENTATIVE, FINAL LOCATION SHALL BE
COORDINATED WITH FIELD CONTRACTING OFFICER
REPRESENTATIVE(COR).
LOCATION INDICATED IS TENTATIVE, FINAL LOCATION SHALL BE
COORDINATED WITH FIELD CONTRACTING OFFICER
REPRESENTATIVE(COR).
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SCALE: 1/4" = 1'-0"
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EF-1 TOILET CEILING CABINET DIRECT 100 0.40 1200 1/30 110 1 COOK # GEM III
FURNISH EACH FAN WITH DISCONNECT SWITCH, BACK DRAFT DAMPER, CEILING GRILLE, VARIABLE SPEED CONTROLLER AND MOUNTING HARDWARE.
RTU-1 AS INDICATED ROOF FC DIRECT 0.80 1200 53.1 208 3 TRANE# THC072
FURNISH UNIT WITH DISCONNECT SWITCH, VARIABLE SPEED SUPPLY FAN (ECM MOTOR), ECONOMIZER HOOD, BAROMETRIC RELIEF DAMPER, 1" MERV 8 FILTER, 2" CHARCOAL FILTER, NEW ROOF CURB(TO MATCH EXISTING CURB SIZE) , 18" HIGH INSULATED CONVERTER ROOF CURB, CONDENSATE DRAIN TRAP, 2400 200 1 77.1/62.1 53.0/52.5 54.0 72.0 64.1 82.0 13.5 60 UNIT WEIGHT= 700 lbs
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
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B
Y
C K
D
B
Y
D E
S I G
N E
D
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Y
D E
S C
R I P
T I O
N
1 2 3 4 5
M A
R K
A P
P R
D A
T E
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B E
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S I Z
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S U
B M
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P L O
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S
C A
L E
I S
S U
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D
A T
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D A
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C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
G O
S H
C
H I T
E C
T S
N E
W
Y
O R
K
N
Y
T
H
F
L
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
N
Y
N E
W
Y
O R
K
D
I S
T R
I C
T
E Y
P
A r c h i t e c t u g i n e e r i n g e y p a e c o m l l e r
R o a d
A l b a n y
N
Y
T e l e p h o n e
F a x
W e s t t h
S t r e e t
F l
N r k
N
Y
P
T I M
U
A R
E
R E
C R
U I T
I N
G
S
T A
T I O
N
R
E N
O V
A T
I O
N
R
D
S
T
N
R
K
N
Y
G O
S H
O
J E
G K
M
G K
M
G K
M
A S
N
O T
E D
A N
S I D
L B
W D
S D
S C
H E
D U
L E
S
A
T
A I L
S
M-601
TYPICAL RTU ROOF CURB ADAPTER
M-601
1 NEW RTU-1
CONVERTER CURB
NEW ROOF CURB TO MATCH SIZE OF
EXISTING ROOF CURB.
GENERAL PHOTO, NOT ACTUAL EXISTING CONDITION
SMOKE DETECTOR, COMPLETE PACKAGED CONTROL SYSTEM WITH WALL MOUNTED PROGRAMMABLE THERMOSTAT/CONTROLLER.
F i f o o r
AB
RTU-1
EXISTING DUCTWORK
NEW DUCTWORK
NEW COVERTER ROOF CURB
NEW CURB TO MATCH
EXISTING CURB RO SIZE
RTU ROOF CURB SECTION
M-601
RTU-1 ACCESS SIDE
THE INTENT OF THE DESIGN IS TO REMOVE THE EXISTING RTU CURB AND
REPLACE IT WITH A NEW ROOF CURB EXACTLY THE SAME SIZE; TO MATCH
THE EXISTING ROOF OPENING. THEN INSTALL A CONVERTER CURB FROM
THE NEW ROOF CURB TO THE NEW RTU.
THE CONVERTER ROOF CURB SHALL BE GALVANIZED STEEL WITH 2" OF
INSULATED AND SHALL BE DESIGNED TO SUPPORT THE WEIGHT OF THE
NEW RTU. CURB SHALL BE SIMILAR TO CURBS MFG BY COVERT-A-CURB,
CONFAB OR ENGINEER APPROVED EQUAL.
SPECIAL NOTE:
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TAG
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AREA SERVED
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UNIT LOCATION
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CFM
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ESP
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RPM
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(IN. WG)
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REMARKS
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HP
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VOLTS
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PHASE
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ELECTRICAL
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DESIGN
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BASIS OF
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DRIVE
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FAN
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TYPE
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PACKAGE ROOF TOP UNIT
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TAG
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AREA SERVED
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UNIT LOCATION
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RPM
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REMARKS
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MCA
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VOLTS
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PHASE
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ELECTRICAL
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DESIGN
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BASIS OF
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DRIVE
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FAN
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TYPE
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UNIT
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CFM
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OA
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CFM
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HP
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ESP
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(IN. WG)
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EAT F
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DX COOLING
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DB/WB
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LAT F
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DB/WB
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SENSIBLE
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MBH
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TOTAL
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MBH
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EAT F
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ELECTRIC HEAT
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DB
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LAT F
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KW
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DB
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MOCP
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EXHAUST FAN SCHEDULE
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NTS
NTS
ONE LINE
1.
2.
3.
4.
5.
6.
7.
E600 ELECTRICAL DETAILS
KEYED NOTE:
POWER FLOOR PLANS
E001
E200
E100 LIGHTING FLOOR PLANS
ELECTRICAL DISCIPLINE
DRAWING NUMBER
SERIES/GROUP NUMBER
RISER DIAGRAMSE400
E500 SCHEDULES
GENERAL (INDEX, SYMBOLS,
ABBREVIATIONS, LEGEND)
KEYED NOTE REFERENCE SYMBOL.
ONLY REFERS TO KEYED NOTE ON SAME DRAWING.
KEYED NOTES APPLY ONLY WHERE REFERENCED ON PLAN.
COMBINATION STARTER MOTOR
CIRCUIT PROTECTOR
DISCONNECT SWITCH
FUSE
DISCONNECT SWITCH AND FUSE
LIGHTNING ARRESTER
TRANSFER SWITCH
GENERATOR SET
1 PH
4800-120/240
OA
225 KVA
TR1
TWO WINDING POWER TRANSFORMER
PANELBOARD
CIRCUIT BREAKER
NOTES:
GEN
TAG HOOK WITH TAG INDICATES FEEDER
SCHEDULE DESIGNATION
PC
PP
SP
a,b
D
P a,b day a,b
OR JUNCTION BOX FOR CONNECTION TO EQUIPMENT AS INDICATED:
"HT" HEAT TRACE
"SD" SMOKE DAMPER
"HW" INSTANT HOT WATER
"CTL" CONTROLS
"SEC" SECURITY SYSTEM
POWER
G
GROUNDING BUS BAR
DRY TYPE DISTRIBUTION TRANSFORMER
DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
MANUAL MOTOR STARTER
PUSH BUTTON FOR MOTORIZED DOOR
CONTROL PANEL
PULLBOX
PUSHBUTTON STATION
EMERGENCY POWER OFF
VIDEO INTERCOM STATION
TAP BOX
CIRCUIT BREAKER
COMBINATION MOTOR STARTER
MOTOR STARTER
CIRCUITING BREAK LINE
RACEWAY TURNING UP
RACEWAY TURNING DOWN
RACEWAY
CIRCUIT CONTINUED OR CONNECTED TO EQUIPMENT INDICATED
120/208V PANEL SURFACE MOUNTED
DISTRIBUTION PANEL SURFACE MOUNTED
120/208V PANEL RECESSED MOUNTED
MOTOR, (# INDICATES HORSE POWER)
HOMERUN 1CKT.
PHOTO CELL
SWITCHING & CONTROLS
EXIT LIGHT FIXTURES-WALL MOUNTED
-SHADING INDICATES SIDE OF ILLUMINATION
-ARROWS INDICATE DIRECTION
EXIT LIGHT FIXTURES-CEILING MOUNTED
-SHADING INDICATES SIDE OF ILLUMINATION
-ARROWS INDICATES DIRECTION
2' X 2' LIGHT FIXTURE
"F1" DENOTES FIXTURE TYPE
"1" DENOTES CIRCUIT NUMBER
"a,b" DENOTES SWITCH CONTROL
SHADING INDICATES FIXTURE TO BE WIRED TO LIFE
SAFETY/EMERGENCY SYSTEM, UN-SWITCHED
"EM" DENOTES FIXTURE SHALL BE PROVIDED WITH A BODINE
GENERATOR TRANSFER DEVICE (GTD-EMERGENCY
RELAY) WIRED TO ONE BALLAST CIRCUITED TO THE
EMERGENCY LIGHTING CIRCUIT.
LIGHTING
a,b
F1
SWITCH-SINGLE POLE WITH PILOT LIGHT
2' X 4' LINEAR LIGHT FIXTURE
2' X 2' LINEAR LIGHT FIXTURE
1' X 8' LINEAR LIGHT FIXTURE
1' X 4' LINEAR LIGHT FIXTURE - WALL MOUNTED
1' X 4' LINEAR STRIP LIGHT
1' X 4' LINEAR LIGHT FIXTURE
WALL WASH LIGHT
LIGHTING FIXTURE - WALL MOUNTED
1' X 4' LINEAR STRIP LIGHT - WALL MOUNTED
LIGHTING FIXTURE - CEILING MOUNTED
SWITCH-SINGLE POLE
SWITCH-THREE WAY
DIMMER
WALL SCONCE LIGHT FIXTURE
OCCUPANCY SENSOR DUAL TECHNOLOGY, EXTENDED
RANGE - CEILING MOUNTED
LIGHTING CONTROL SLAVE PACK
LIGHTING CONTROL POWER PACK LETTER SUBSCRIPT
DENOTES SWITCH CONTROL. MULTIPLE LETTER SUBSCRIPT
DENOTES DUAL RELAY REQUIRED.
DUAL RELAY OCCUPANCY SENSOR - WALL
MOUNTED WITH OVERRIDE SWITCHES
DUAL RELAY OCCUPANCY SENSOR - WALL
SWITCH WITH INTEGRAL DAYLIGHT SENSOR
OCCUPANCY SENSOR - WALL
MOUNTED WITH OVERRIDE SWITCH
DUPLEX RECEPTACLE (DOT INDICATES MOUNTED 44" ABOVE FINISHED
FLOOR, UNLESS NOTED OTHERWISE)
GFI DUPLEX RECEPTACLE WALL MOUNTED
SPECIAL PUPOSE RECEPTACLE "3" INDICATES TYPE,
DOUBLE DUPLEX RECEPTACLE CEILING MOUNTED
DUPLEX RECEPTACLE CEILING MOUNTED
DOUBLE DUPLEX RECEPTACLE
REFER TO SPECIAL PURPOSE RECEPTACLE SCHEDULE.
J J
EPO
TB
PB
CB
M
T
P
CP
MECHANICAL EQUIPMENT WITH ELECTRICAL LOAD
EQUIPMENT TAG
UNIT NUMBER
ML1
120/240
50A
MCB
FINISHED FLOOR OR RAISED FLOOR SYSTEM
SEE NOTE #2
SWITCHES
CL
6'-8"
RECEPTACLES
FIRE ALARM PULL STATION
FIRE
PULL
1'-6"
4'-0"
1.
2.
TELEPHONE/DATA OUTLETS
WALL TELEPHONES
4'-0"
FIRE ALARM AUDIO/VISUAL DEVICES
3.
4.
ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE
OF DEVICE. U.O.N.
DEVICES, NOT NECESSARILY THE ELECTRICAL BACK BOX, SHALL BE INSTALLED ON A
COMMON VERTICAL CENTERLINE WHERE EVER POSSIBLE.
ALL DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED ON THIS
DETAIL UNLESS OTHERWISE NOTED.
REFER TO ARCHITECT'S PLANS, ELEVATION AND DETAILS FOR HORIZONTAL ARRANGEMENT.
NOTES:
MS WALL MOUNTED SECURITY MOTION SENSOR
"DC" MOTORIZED DOOR OPERATOR
"HD" HAND DRYER
"FA" FIRE ALARM SYSTEM
"SM" SNOW MELT SYSTEM
E900 CLIN PLANS AND DETAILS
E-001 NOT TO SCALE
1 DEVICE MOUNTING DETAIL
PRE…
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