ATT 8-Plans-ForBid-FULL 990 HVAC Reno.pdf
PDF 27 MB Posted
- Solicitation number
- N4008523B2511
About this file
This document provides details on a federal contract opportunity for HVAC renovation services. The Naval Facilities Engineering Command is soliciting proposals under solicitation number N4008523B2511 for HVAC renovation work at the Naval Station Newport facility known as Building 990. An attached 27MB file contains the full plans for the HVAC renovation project. Proposals are due by the date specified in the solicitation document. The selected contractor will be responsible for renovating the HVAC system to update it and ensure continued functionality at Building 990 at the Naval Station in Newport, Rhode Island.
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Text version
LOCATION PLAN
BUILDING 990
GATE 23
B U
R M
A R
O A
D
ACCESS ROAD
GATE 17
HOWELL ST
BUSHNELL ST
PORTER ST
ERICSON ST
FIRE LANE
BLDG 1346
BLDG 1351
VICINITY MAP
TO 95
NEWPORT
JAMESTOWN
NORTH
KINGSTOWN MIDDLETOWN
N A
R R
A G
A N
S E
T T
B A
Y
NAVAL STATION
NEWPORT
GATE 1
GATE 17
GATE 23 ACCESS ROAD
BURMA ROAD
NUWC - NEWPORT
BUILDING 990
P
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
G-000
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
C O
V E
R
PS
12854298
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-419
NAVAL UNDERSEA WARFARE CENTER - NAVAL STATION - NEWPORT, RHODE ISLAND
NAVAL FACILITIES ENGINEERING COMMAND MID-ATLANTIC
CAPITAL IMPROVEMENTS
FACILITIES ENGINEERING AND ACQUISITION DIVISION
NORFOLK, VIRGINIA
08/19/2022 - ISSUE FOR BID
BUILDING 990 - HVAC UPGRADES/ RETRO-
COMMISSIONING/ BALANCING FOR NUWC
NN
A/E CONTRACT NO.: N4005-18-D-8703
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
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ID
/1 9/
ALIGN
INDEX OF DRAWINGS
SYMBOL LEGEND: ● CURRENT ISSUE ○ PREVIOUSLY ISSUED
MATERIAL LEGEND
ACOUSTICAL CEILING PANELS
CONCRETE
CONCRETE MASONRY UNIT
GYPSUM BOARD
RIDGID INSULATION
WOOD BLOCKING
MINERAL WOOL
WORKPOINT, CONTROL
POINT OR DATUM
REFERENCE GRID
CENTERLINE
N.I.C
GENERAL SYMBOLS LEGEND
ENLARGED AREA CALLOUT
SHEET WHERE LOCATED
DRAWING LOCATION
EXTERIOR ELEVATION
INTERIOR ELEVATION - MULTIPLEA-401
DRAWING LOCATION
SHEET LOCATION
BUILDING CROSS SECTION
A1
A-201
A1
A-201
WALL SECTION
A1
A-201
NORTH REFERENCE
PLAN NORTH
TRUE NORTH
SHEET NOTES
PARTITION TYPE
REVISION INDICATOR
AREA OF REVISION
1 REVISION NUMBER - SHEET SPECIFIC
NAME
NUMBER
NAME
ELEVATION
A-501
CL
A-101
A1
A-301 DETAIL
N
ALIGN
ROOM NAME
A1
A1 A1
A1
A
B D
C
G3A
CODE SUMMARY
APPLICABLE CODES
DoD BUILDING CODE: UFC 1-200-01 2019, CHANGE 1
INTERNATIONAL BUILDING CODE: IBC 2018; AS MODIFIED BY UFC 1-200-01 2019, CHANGE 1
INTERNATIONAL EXISTING BUILDING CODE: IEBC 2018; AS MODIFIED BY UFC 1-200-01 2019, CHANGE 1
PROJECT DESCRIPTION
THE NATURE OF THIS PROJECT IS AN INTERIOR RENOVATION WITHIN AN EXISITING
BUILDING, THE ALTERATIONS TO THE BUILDING PROPOSED FOR THIS PROJECT DO NOT
IMPACT OR CHANGE THE CONSTRUCTION TYPE OR OCCUPANCY CLASS OR USE GROUP.
THE EXISTING BUILDING IS A FULLY SPRINKLERED BUILDING.
PRIMARY SCOPE OF WORK FOR THIS PROJECT IS CENTERED AROUND THE UPGRADES AND
RENOVATION TO THE BUILDINGS HVAC AND MECHANICAL SYSTEMS. FROM THE
MECHANICAL SCOPE, THIS PROJECT INCLUDES MINIMAL DEMOLITION OF EXISTING
CEILINGS, AS NOTED PARTIAL DEMO OF INTERIOR PARTITIONS TO ACCOMODATE NEW DUCT
WORK, ASSOCIATED STRUCTURAL MODIFICATIONS FOR ROOF STRUCTURAL SUPPORT AND
RELATED ELECTRICAL, PLUMBING AND FIRE PROJECTION UPDATES AS NEEDED.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
G-001
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
IN
D
E X
O F
D R
A W
IN
G
S , C
O D
E S
, L E
G E
N D
S
D E
S C
R
IP
C
TI
O N
PS
12854299
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-420
DRAWING INDEX
SHEET
NO.
NAVFAC
DWG NO.
NAVSTA
DWG NO. SHEET NAME 0
8/
/2
- I S
S U
E F
O R
B
ID
M-702 12854364 45772-485 NEW WORK DIAGRAMS ●
M-703 12854365 45772-486 NEW WORK DIAGRAMS ●
M-704 12854366 45772-487 CHILLED WATER PLANT CONTROL DIAGRAM ●
M-705 12854367 45772-488 STEAM AND HOT WATER CONTROL DIAGRAM ●
M-706 12854368 45772-489 AHU CONTROL DIAGRAM ●
M-707 12854369 45772-490 CONTROL DIAGRAMS I ●
M-708 12854370 45772-491 CONTROL DIAGRAMS II ●
ELECTRICAL
E-001 12854371 45772-492 SYMBOL LEGEND AND NOTES ●
ED101 12854372 45772-493 FIRST FLOOR DEMO PLAN ●
ED107 12854373 45772-494 ROOF DEMO PLAN ●
E-101 12854374 45772-495 FIRST FLOOR PLAN ●
E-104 12854375 45772-496 FOURTH FLOOR PLAN ●
E-107 12854376 45772-497 ROOF POWER PLAN ●
E-501 12854377 45772-498 DETAILS ●
EP600 12854378 45772-499 EXISTING ONE-LINE DIAGRAM ●
EP601 12854379 45772-500 POWER ONE-LINE DIAGRAM ●
EP602 12854380 45772-501 POWER SCHEDULES ●
EP603 12854381 45772-502 PANEL SCHEDULES ●
DRAWING INDEX
SHEET
NO.
NAVFAC
DWG NO.
NAVSTA
DWG NO. SHEET NAME 0
8/
/2
- I S
S U
E F
O R
B
ID
GENERAL
G-000 12854298 45772-419 COVER ●
G-001 12854299 45772-420 INDEX OF DRAWINGS, CODES, LEGENDS & DESCRIPCTION ●
G-101 12854300 45772-421 EXISTING CONDITIONS PLANS ●
STRUCTURAL
S-001 12854301 45772-422 GENERAL NOTES ●
ARCHITECTURAL
AD100 12854302 45772-423 DEMOLITION PLAN & RCP GENERAL NOTES & LEGEND ●
AD101 12854303 45772-424 1ST FLOOR & RCP DEMOLITION PLAN ●
AD102 12854304 45772-425 2ND THRU 6TH FLOOR & RCP DEMOLITION PLAN ●
AD103 12854305 45772-426 ROOF DEMOLITION PLAN ●
AD551 12854306 45772-427 INTERIOR DEMO DETAILS ●
A-100 12854307 45772-428 CONSTRUCTION NOTES, PARTITION & ROOF TYPES & FINISH NOTES ●
A-101 12854308 45772-429 1ST FLOOR CONSTRUCTION PLAN ●
A-102 12854309 45772-430 2ND THRU 6TH FLOOR CONSTRUCTION PLAN ●
A-103 12854310 45772-431 ROOF CONSTRUCTION PLAN ●
AR101 12854311 45772-432 1ST FLOOR REFLECTED CEILING PLAN ●
AR102 12854312 45772-433 2ND FLOOR REFLECTED CEILING PLAN ●
AR103 12854313 45772-434 3RD FLOOR REFLECTED CEILING PLAN ●
AR104 12854314 45772-435 4TH FLOOR REFLECTED CEILING PLAN ●
AR105 12854315 45772-436 5TH FLOOR REFLECTED CEILING PLAN ●
AR106 12854316 45772-437 6TH FLOOR REFLECTED CEILING PLAN ●
A-301 12854317 45772-438 BUILDING SECTIONS ●
A-302 12854318 45772-439 BUILDING SECTIONS ●
A-303 12854319 45772-440 BUILDING SECTIONS & WALL SECTIONS ●
A-401 12854320 45772-441 ENLARGED PLANS & RCPS ●
A-402 12854321 45772-442 ENLARGED ELEVATIONS & SECTIONS ●
A-501 12854322 45772-443 EXTERIOR DETAILS ●
A-551 12854323 45772-444 INTERIOR DETAILS ●
MECHANICAL
M-001 12854333 45772-463 LEGEND ●
MD101 12854334 45772-455 1ST FLOOR DEMOLITION PLANS ●
MD102 12854335 45772-456 2ND FLOOR DEMOLITION PLAN ●
MD103 12854337 45772-457 3RD FLOOR DEMOLITION PLAN ●
MD104 12854337 45772-458 4TH FLOOR DEMOLITION PLAN ●
MD105 12854338 45772-459 5TH FLOOR DEMOLITION PLAN ●
MD106 12854339 45772-460 6TH FLOOR DEMOLITION PLAN ●
MD107 12854340 45772-461 ROOF DEMOLITION PLAN ●
MD401 12854341 45772-462 MECHANICAL ROOM DEMO PART PLAN ●
M-101 12854342 45772-463 1ST FLOOR CONSTRUCTION PLAN ●
M-102 12854343 45772-462 2ND FLOOR CONSTRUCTION PLAN ●
M-103 12854344 45772-465 3RD FLOOR CONSTRUCTION PLAN ●
M-104 12854345 45772-466 4TH FLOOR CONSTRUCTION PLAN ●
M-105 12854346 45772-467 5TH FLOOR CONSTRUCTION PLAN ●
M-106 12854347 45772-468 6TH FLOOR CONSTRUCTION PLAN ●
M-107 12854348 45772-469 ROOF CONSTRUCTION PLAN ●
MP101 12854349 45772-470 1st FLOOR CONSTRUCTION PLAN PIPING ●
MP102 12854350 45772-471 2ND FLOOR CONSTRUCTION PLAN PIPING ●
MP103 12854351 45772-472 3RD FLOOR CONSTRUCTION PLAN PIPING ●
MP104 12854352 45772-473 4TH FLOOR CONSTRUCTION PLAN PIPING ●
MP105 12854353 45772-474 5TH FLOOR CONSTRUCTION PLAN PIPING ●
MP106 12854354 45772-475 6TH FLOOR CONSTRUCTION PLAN PIPING ●
M-401 12854355 45772-476 MECHANICAL ROOM PART PLAN ●
M-501 12854356 45772-477 HVAC DETAILS ●
M-502 12854357 45772-478 HVAC DETAILS ●
M-503 12854358 45772-479 HVAC DETAILS ●
M-504 12854359 45772-480 HVAC DETAILS ●
M-505 12854360 45772-481 HVAC DETAILS ●
M-601 12854361 45772-482 SCHEDULE ●
M-602 12854362 45772-483 SCHEDULE ●
M-701 12854363 45772-484 DEMO DIAGRAMS ●
S Y
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/1 9/
EXISTING CONDITIONS PLAN LEGEND
1 HOUR RATED PARTITION
2 HOUR RATED PARTITION
LIMIT OF WORK
EXISTING WALL
A
A
BB
CC
DD
EE
FF
N.I.C
N.I.C B1346
AA
BB
CC
DD
EE
FF
N.I.C
N.I.C B1346
N.I.C
A
B
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
G-101
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
E X
IS
TI
N G
C O
N D
IT
IO
N S
P
LA
N S
PS
12854300
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-421
SCALE: 1/16" = 1'-0"
1ST FL CODE PLAN
B1
SCALE: 1/16" = 1'-0"
2ND THRU 6TH FL EXISTING PLANS - OFFICE LAYOUTS VARY
B3
8' 16' 32'0' 1/16" = 1'-0"
GRAPHIC SCALE:
S Y
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T
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N
D A
T E
A P
P R
IS
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F O
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ID
/1 9/
Net Wind Pressures for Components and Cladding-Alternate Method 2 IBC 2018§1609.6
Refer to ASCE 7-16 Figure 30.4-2B Refer to ASCE 7-16 Figure 30.4-1
Element Zone
Pressure
Direction Area
Pnet
Element Zone
Pressure
Direction Area
Pnet
Roof
Roof
Roof
Roof
Roof
Roof
Roof
Roof
Roof
Roof
Roof
Roof
Zone 1
Zone 1
Zone 1
Zone 1
Zone 2
Zone 2
Zone 2
Zone 2
Zone 3
Zone 3
Zone 3
Zone 3
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
10 SF
100 SF
10 SF
100 SF
10 SF
100 SF
10 SF
100 SF
10 SF
100 SF
10 SF
100 SF
Wall
Wall
Wall
Wall
Wall
Wall
Wall
Wall
Zone 4
Zone 4
Zone 4
Zone 4
Zone 5
Zone 5
Zone 5
Zone 5
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
10 SF
100 SF
10 SF
100 SF
10 SF
100 SF
10 SF
100 SF
35.03
-38.0
29.1
-33.54
35.03
-46.9
29.1
-36.51
PSFPSF
14.25
-35.03
11.28
-32.06
14.25
-58.77
11.28
-38.0
14.25
-88.45
11.28
-38.0
A
B
C
D
E
1 2 3 4 5
AHU
AREA OF WORK S-001
B4
EDGE OF ROOF
20' - 0" 20' - 0" 20' - 0" 26' - 0"
C
D
3 4
W
6X
C O
N T
V
.I.
F.
** V.I.F.
W16X36 CONT.
W
X
W16X36 CONT.
W
6X
C O
N T
EXISTING W12 COLUMN STUB
ABOVE ROOF (TYP OF FOUR)
OUTLINE OF NEW EQUIPMENT,
SEE MECHANICAL
W
X
W
X
W
X22 W
14X22
W
X22
A4
S-001
AVOID OPENINGS IN NEW MECH. EQUIPMENT
LOCATE APPROXIMATELY AT MID-SPAN, BUT TO
IN NEW MECH. EQUIPMENT
LOCATE APPROX. AT MID-SPAN,
BUT TO AVOID OPENINGS
TY
P
3'
0"
TYP.
3' - 0"
W 14X22
W16X26
W
X
EXIST. W COLUMN (DEMOLISH EXISTING STEEL BEAMS
ABOVE EXISTING COLUMNS LEAVE EXISTING W-COL TO
REMAIN FOR REUSE. SAND BLAST EXISTING COLUMNS
AND APPLY NEW ZINC-RICH PRIMER AND EPOXY PAINT)
NEW 3/4" X18"X18" (MIN) CAP PLATE ON TOP
OF EXISTING COLUMN.
TOP OF ALL NEW PLATES TO BE
CONSISTENT AMONG EACH OF THE 4
EXISTING COLUMN STUBS.
FIELD SURVEY EXISTING CONDITIONS PRIOR
TO COMMENCING WORK. INCREASE
THICKNESS OF NEW CAP PLATES AS
REQUIRED OR PROVIDE ADDITIONAL SHIMS
TO ACHIEVE THIS
NEW W BEAM SEE PLAN
1/4
OUTSIDE FACE
OF EACH
COLUMN FLANGE
6"
3/8" STIFFENER FROM THE FACE
OF COLUMN TO EDGE PLATE AT
LOCATIONS WHERE BEAMS
CANTILEVER OVER COLUMN
3/8" THICK CONNECTION
ANGLES EACH SIDE
COPE FLANGE AT END
OF CANT. AS REQUIRED
4 - 3/4" A-325 BOLTS
LOCATION OF CURB
FOR NEW EQUIPMENT
TOP OF EXISTING COLUMN STUB
VERIFY IN FIELD
EDGE
M
IN
8"
#5 @ 12" E.W.
3"
6"6"
FINISH GRADE
VARIES
M
IN
4000 PSI AIR-ENT.
CONCRETE (BROOM FINISH)
M
IN
COMPACTED
GRAVEL BASE
COMPACTED
SUBGRADE
#5 @ 12" E.W.
4000 PSI AIR-ENT.
CONCRETE (BROOM FINISH)
FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," AND THE "CODE OF STANDARD PRACTICE" OF THE AISC. WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE "STRUCTURAL WELDING CODE" OF THE AMERICAN
WELDING SOCIETY.
STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL CHANNELS SHALL CONFORM TO ASTM A572, GRADE 50. STRUCTURAL TUBES SHALL BE ASTM A500, GRADE B. STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53, GRADE B. STRUCTURAL STEEL PLATES AND ANGLES SHALL CONFORM TO ASTM A36, UNLESS OTHERWISE NOTED.
DO NOT SPLICE STRUCTURAL STEEL MEMBERS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFICER.
BOLTED CONNECTIONS SHALL BE MADE WITH THREE-QUARTERS INCH DIAMETER HIGH STRENGTH, ASTM A325-N BOLTS, UNLESS OTHERWISE NOTED. CONNECTIONS AT BEAM TO COLUMN CONNECTIONS, AT MOMENT CONNECTIONS, BRACED FRAMES, COLUMN SPLICES AND HANGERS SHALL BE MADE WITH THREE-QUARTERS INCH DIAMETER A325-SC
(SLIP CRITICAL) BOLTS, UNLESS OTHERWISE NOTED.
SHOP CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE WELDED. UNLESS OTHERWISE NOTED, BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITY TO SUPPORT A REACTION R EQUAL TO HALF THE TOTAL UNIFORM LOAD CAPACITY OF BEAM FOR GIVEN SHAPE, SPAN AND STEEL SPECIFICATION (AISC) WITH EFFECT OF
CONCENTRATED LOADS ACCOUNTED FOR.
THE FOLLOWING FACTORS SHALL BE APPLIED TO THE END REACTIONS DETERMINED FROM THE UNIFORM LOAD CAPACITY OF THE BEAM (NOTED ABOVE), FOR THE DESIGN OF THE SHEAR CONNECTIONS FOR COMPOSITE BEAMS:
F = 1.3: F = 1.5: F = 1.7: F = 2.0:
W36 W27 W18 W12 W30 W24 W16 W10 W21 W14
WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 E70XX SERIES WITH PROPER ROD TO PRODUCE OPTIMUM
WELD (LOW HYDROGEN).
PROVIDE 3/8" MINIMUM STIFFENER PLATES EACH SIDE AT BEAMS FRAMING OVER COLUMNS AND AT BEAMS
SUPPORTING COLUMNS ABOVE.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING
AND SHOP DRAWINGS, AND SPECIFICATIONS.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFICER BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THE WORK.
SHOP DRAWINGS FOR REINFORCING STEEL (INCLUDING ACCESSORIES), STRUCTURAL STEEL, OPEN WEB STEEL JOISTS, AND STEEL DECKING, SHALL BE SUBMITTED TO ENGINEER OF RECORD, AND A STAMPED APPROVAL RECEIVED BEFORE FABRICATION CAN PROCEED. ERECTION SHALL BE EXECUTED FROM APPROVED SHOP DRAWINGS ONLY.
UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR
CONDITIONS.
DoD BUILDING CODE:
UFC 1-200-01 2019; CHANGE 1, WITH CHAPTER 2 MODIFICATIONS
UFC 3-301-01 Structural Engineering
IBC 2018
IEBC 2018
DESIGN LOADS
SNOW LOAD:
GROUND SNOW LOAD, Pg: 30 PSF FLAT ROOF SNOW, Pf: 21 PSF (ASCE 7-16 AND UFC; GOVERNING DESIGN) SNOW EXPOSURE FACTOR, Ce: 0.9
SNOW LOAD IMPORTANCE FACTOR, IS: 1.0
THERMAL FACTOR, Ct: 1.0
WIND LOAD:
BASIC WIND SPEED (3 SEC GUST): 131 MPH (UFC 3-301-01; GOVERNING DESIGN CODE)
WIND EXPOSURE: D
TOPOGRAPHIC FACTOR: 1.0
INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED BUILDING)
COMPONENTS AND CLADDING
THE FOLLOWING LOADS ARE WORKING STRESS LOADS (ASD)
SEISMIC LOAD:
SEISMIC IMPORTANCE FACTOR (IE): 1.25
SPECTRAL RESPONSE ACCEL. PARAMETER, SS: 0.164
SPECTRAL RESPONSE ACCEL. PARAMETER, S1: 0.058
SITE CLASS: C
SPECTRAL RESPONSE COEFFICIENT, SDS: 0.164
SPECTRAL RESPONSE COEFFICIENT, SD1: 0.052
SEISMIC DESIGN CATEGORY: B
SCALE: 1/16" = 1'-0"
ROOF PLAN
C4
SCALE: 1/4" = 1'-0"
PLATFORM FRAMING PLAN
B4
SCALE: 3/4" = 1'-0"
DETAIL
A4
NOTES:
1. ALL NEW EXTERIOR STEEL TO BE HOT DEPPED GALVANIZED.
2. ** INDICATES DIMENSION TO BE COORDINATED BY GENERAL CONTRACTOR WITH ALL NEW EQUIPMENT.
3. CLEAN AREAS WHERE GALVANIZUNG IS DAMAGED TO FIELD WELDING, AND REPAIR GALVANIZING TO COMPLY WITH ASTM A 780.
2' 4' 8'0' 1/4" = 1'-0"
GRAPHIC SCALE:
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
S-001
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
G E
N E
R A
L N
O
TE
S
RMC
12854301
BRW ITK
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-422
8' 16' 32'0' 1/16" = 1'-0"
GRAPHIC SCALE:0' 1' 2' 3'
3/4" = 1'-0"
GRAPHIC SCALE:
SCALE: 1 1/2" = 1'-0"
CONCRETE EQUIPMENT PAD
A1
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
GENERAL NOTES STRUCTURAL STEEL
1. THE CONTRACTOR SCOPE INCLUDES THE FOLLOWING:
a. REMOVAL OF ITEMS OF NATURE SHOWN WITHIN SCOPE OF WORK.
b. BEFORE COMMENCING THE WORK, VERIFICATION AT THE SITE OF EXISTING CONSTRUCTION TO
BE PRESERVED AND REPORTING TO THE CONTRACTING OFFICER DISCREPANCIES OR
QUESTIONABLE ITEMS.
2. CONTRACTOR RESPONSIBLE FOR PROTECTING AND COORDINATING WORK AROUND EXISTING
MEP/FP SYSTEMS AND WITH CONTRACTING OFFICER.
3. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING
TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.
4. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARDRAILS AS REQUIRED BY APPLICABLE
CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS.
5. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS
AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES.
6. PRIOR TO DEMOLITION, MEET WITH OWNER AND CONTRACTING OFFICER TO IDENTIFY ITEMS WHICH ARE TO BE SALVAGED. OTHER DEMOLISHED MATERIALS ARE TO BE REMOVED FROM THE SITE
AND DISPOSE OF THEM LEGALLY BY THE CONTRACTOR.
7. EXISTING SERVICES AND SYSTEMS: MAINTAIN SERVICES AND SYSTEMS INDICATED TO REMAIN
AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. WHERE
MECHANICAL OR ELECTRICAL SYSTEMS ARE INDICATED TO BE SELECTIVELY DEMOLISHED, LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES IN CONCEALED
LOCATION.
8. REMOVE AND SALVAGE DEBRIS FROM THE SITE DAILY AS IT ACCUMULATES. REMOVE RENOVATION
MATERIALS FROM THE SITE, LEAVING A CLEAN, VACUUMED SPACE.
9. PROTECT EXISTING CONSTRUCTION TO REMAIN. REPAIR DAMAGE TO EXISTING CONSTRUCTION IN
A MANNER ACCEPTABLE TO THE OWNER OR REPLACE SUCH DAMAGE WITH ACCEPTABLE TO OWNER
AND AT NO COST TO OWNER.
10.REFER TO ENGINEERED PLANS FOR FURTHER DEMOLITION OF MECHANICAL, ELECTRICAL, FIRE
PROTECTION AND PLUMBING ITEMS.
12.CUT AND CAP EXISTING DISCONTINUED MEP/FP CONDUITS AND OTHER MISC. ITEMS THAT
PENETRATE THE SLAB. FILL VOIDS IN SLAB WITH CONCRETE AND MAINTAIN EXISTING FIRE RATING;
COORDINATE WITH MECHANICAL DRAWINGS.
13.CUT AND CAP EXISTING DISCONTINUED MEP/FP CONDUITS, DUCTWORK AND MISC. ITEMS THAT PENETRATE RATED PARTITIONS. FILL VOIDS WITH FIRE STOP MATERIAL AND MAINTAIN EXISTING FIRE
RATING.
14. TEMPORARILY SUPPORT CEILING GRID FOR INTERSTIAL MEP/FP AND TELECOM SYSTEMS FOR
DEMO AND INSTALLATION OF MECHANICAL WORK.
15. THE CONTRACTOR SHALL REMOVE ABANDONED PIPING, CONDUIT, DEVICES & WIRING BACK TO
SOURCE. REMOVE UNUSED WIRING BACK TO MAIN PANEL OR NEAREST JUNCTION BOX.
16. UTILIZE BRACING AND SHORING WHERE NECESSARY TO PREVENT COLLAPSE OF STRUCTURE OR
PARTS THEREOF. GENERAL CONTRACTOR IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF
BRACING AND SHORING.
17. REMOVE AND DISPOSE OF EXISTING SWITCHES, TEL/DATA/VOICE WIRING, AND J-BOXES IN DEMOLITION AREA UNLESS SPECIFIED TO BE REUSED. PATCH AND REPAIR FLOOR AND WALLS TO
MATCH EXISTING.
18. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES AS
REQUIRED FOR WORK.
20. ALL AUDIO VISUAL EQUIPMENT, PROJECTION SCREENS AND PROJECTORS TO BE PROTECTED
FROM DUST AND DEBRIS DURING DEMOLITION AND CONSTRUCTION.
21. COVER/BAG EXISTING WINDOW BLINDS/TREATMENTS BEFORE DEMOLITION OCCURS.
22. EXISTING FIXTURES THAT ARE TO BE REMOVED FOR REUSE ARE TO BE SALVAGED, STORED AND
PROTECTED FOR RELOCATION
DEMOLITION PLAN GENERAL NOTES
DEMOLITION PLAN LEGEND
EXISTING DOOR TO REMAIN, TYP U.O.N.
REMOVE EXISTING DOOR & FRAME COMPLETELY.
REMOVE PORTION OF EXISTING WALL. SEE FLOORPLAN FOR LOCATION AND
DIMENSION. TYP U.O.N.
EXISTING WALL OR PARTITION TO REMAIN, TYP U.O.N.
D1 DEMOLITION SHEET NOTE TAG
REMOVE CONSTRUCTION SHOWN DASHED COMPLETE, U.O.N.
D#
REMOVE AND REPLACE OR PATCH CEILING TILES OR CEILING AS REQUIRED
FOR MEP WORK
NOT IN CONTRACT
DEMOLITION NOTES LEGEND
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
AD100
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
D E
M O
LI
TI
O N
P
LA
N
R C
P G
E N
E R
A L
N O
TE
S
L
E G
E N
D
PS
12854302
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-423
D1 REMOVE AND DISPOSE EXISTING MECHANICAL DUCTS & DUCT WORK SUPPORTS; REFER TO
MECHANICAL DWGS
D2 REMOVE MEP EQUIPMENT & DEVICES; REFER TO MEP DWGS
D4 REMOVE EXISTING GRILLE; COORDINATE WITH MECHANICAL DWGS
D6 REMOVE EXISTING CEILING TILES AS REQUIRED FOR MECHANICAL SCOPE - COORDINATE
WITH MECHANICAL DWGS; PROTECT EXISTING SUSPENSION SYSTEMS AND GRIDS.
CONTRACTOR TO STOCK PILE FOR SALVAGE. PROTECT ADJACENT CONSTRUCTION TO
REMAIN.
D7 REMOVE PORTION OF EXISTING WALL OR CEILING ASSEMBLY FOR PREPARATION OF
SLEEVE PENETRATION(S); COORDINATE WITH MEP DWGS
D8 REMOVE PORTION OF FLOOR SLAB FOR PREPARATION OF MECHANICAL PIPING AND SLEEVE
PENETRATION(S); COORDINATE WITH MECHANICAL DWGS
D10 REMOVE PORTION OF EXISTING EXTERIOR WALL ASSEMBLY FOR PREPERATION OF SLEEVE
PENETRATION FOR ELECTRICAL CONNECTION; REFER TO ELEC DWGS
D11 REMOVE ASSOCIATED CEILING TILE, GRID AND SUPPORTS
D12 REMOVE METAL ACCESS HATCH DOOR FOR ACCESS TO MECHANICAL MASONRY TUNNEL
DUCT
D13 REMOVE PORTION OF FLOOR FINISHES AND WALL BASE AS REQUIRED
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
UP
DN
UP
J
A
A
BB
CC
DD
EE
FF
NOT IN
CONTRACT
RM
VEST
STAIR A
S-1
WOMEN
MEN
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VAULT
RM
LOBBY
RM
VEST
RM
ELEC RM
MECH RM
TO B1346
AD101
B1
EXIST MECHANICAL
MASONRY TUNNEL DUCT
D7
D10
D12
RM
CONF. RM
RM
RM
RM
RM
CORR
RM
RM
RM
RM
RM
RM
MECH
M-1
EQUIP
121TC1
CORR
RM
D1
REMOVE EXISTING CHILLER; REF
TO MECHANICAL DWGS. EXISTING
CONC PAD TO REMAIN.
D7D7
D7
D7
D7
D7
D7
D6
D6
DEMOLITION NOTES LEGEND
DD
TUNNEL
D4
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
A
B
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
AD101
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
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U W
C
1S T
F
LO
O R
R
C P
D E
M O
LI
TI
O N
P
LA
N
PS
12854303
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-424
SCALE: 1/8" = 1'-0"
1ST FL DEMO PLAN
A1
D1 REMOVE AND DISPOSE EXISTING MECHANICAL DUCTS & DUCT WORK SUPPORTS; REFER TO
MECHANICAL DWGS
D2 REMOVE MEP EQUIPMENT & DEVICES; REFER TO MEP DWGS
D4 REMOVE EXISTING GRILLE; COORDINATE WITH MECHANICAL DWGS
D6 REMOVE EXISTING CEILING TILES AS REQUIRED FOR MECHANICAL SCOPE - COORDINATE
WITH MECHANICAL DWGS; PROTECT EXISTING SUSPENSION SYSTEMS AND GRIDS.
CONTRACTOR TO STOCK PILE FOR SALVAGE. PROTECT ADJACENT CONSTRUCTION TO
REMAIN.
D7 REMOVE PORTION OF EXISTING WALL OR CEILING ASSEMBLY FOR PREPARATION OF
SLEEVE PENETRATION(S); COORDINATE WITH MEP DWGS
D8 REMOVE PORTION OF FLOOR SLAB FOR PREPARATION OF MECHANICAL PIPING AND SLEEVE
PENETRATION(S); COORDINATE WITH MECHANICAL DWGS
D10 REMOVE PORTION OF EXISTING EXTERIOR WALL ASSEMBLY FOR PREPERATION OF SLEEVE
PENETRATION FOR ELECTRICAL CONNECTION; REFER TO ELEC DWGS
D11 REMOVE ASSOCIATED CEILING TILE, GRID AND SUPPORTS
D12 REMOVE METAL ACCESS HATCH DOOR FOR ACCESS TO MECHANICAL MASONRY TUNNEL
DUCT
D13 REMOVE PORTION OF FLOOR FINISHES AND WALL BASE AS REQUIRED
SCALE: 1/8" = 1'-0"
MECHANICAL TUNNEL DEMO PLAN
B1
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
F
DN
UP DN
UP
DN
UP DN
UP DN
DN
1 2 3
4 5
AA
BB
CC
DD
EE
FF
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
WOMEN
MEN
LOBBY
RM
RM
RM
RM
ELEC RM
RM
RM
RM
NOT IN
CONTRACT
RM
RM
CONF RM
RM
RM
RM
233 RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
AD551
A3
VEST
D7
D7
D6
D6
AD551
B3
B1346
1 2 3
4 5
AA
BB
CC
DD
EE
FF
RM
RM
LOBBY
MEN
WOMEN
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
CONF RM
RM
RM
RM
RM
RM
RM
334 RM
RM
RM
RM
RM
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VEST
ELEC RM
D7
D6
AD551
A1
AD551
B1
D6
1 2 3
4 5
AA
BB
CC
DD
EE
FF
WOMEN
MEN
LOBBY
402RM
CONF RM
RM
AD551
A3
RM
RM
CAD RM
RM
RM
RM
RM
RM
RM
CONF. RM
RM
RM
RM
433 RM
RM
CLO
424A
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VEST
ELEC RM
D7
D7
D6
D6
AD551
B3
1 2 3
4 5
AA
BB
CC
DD
EE
FF
WOMEN
MEN
LOBBY
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
534 RM
RM
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
ELEC RM
AD551
A3
VEST
D6
D6
AD551
A1
RM
D7
D7
1 2 3
4 5
AA
BB
CC
DD
EE
FF
LOBBY
MEN
WOMEN
RM
CONF. RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
626 RM
RM
RM
RM
RM
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
ELEC RM
AD551
A3
VEST
D6
D6
AD551
A1
D7
D7
A
B
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
AD102
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
2N D
T H
R U
TH
F
LO
O R
R
C P
D E
M O
LI
TI
O N
P
LA
N
PS
12854304
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-425
SCALE: 1/16" = 1'-0"
2ND FL DEMO PLAN
A1
SCALE: 1/16" = 1'-0"
3RD FL DEMO PLAN
A3
SCALE: 1/16" = 1'-0"
4TH FL DEMO PLAN
A4 8' 16' 32'0'
1/16" = 1'-0"
GRAPHIC SCALE:
SCALE: 1/16" = 1'-0"
5TH FL DEMO PLAN
C3
SCALE: 1/16" = 1'-0"
6TH FL DEMO PLAN
C4
REFER TO AD100 FOR APPLICABLE
DEMOLITION SHEET NOTES AND
DEMOLITION LEGEND.
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
DN
DEMOLITION NOTES LEGEND
AA
BB
CC
DD
EE
FF
AD103
B1
D1
D2
NOT IN
CONTRACT
D2
DISCONNECT, REMOVE AND
DISPOSE OF DUCT THAT
PENETRATES ROOF AND CONNECTS
TO EXISTING AHU FROM BELOW
REMOVE PORTION OF ROOFING AND ROOF
COMPONENTS TO ROOF DECK FOR CONDENSING
UNIT MOUNTING ANCHORS. REFER TO A1/M-503
FOR CONSTRUCTION SCOPE.
AA
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR A
S-1
REMOVE AND DISPOSE
OF EXISTING EXHAUST
FAN, CUT AND CAP DUCT
RISER ABOVE ROOF
PENETRATION PER MECH
DWGS IN PREPARTION
FOR EXHAUST FAN
D2
D2
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
A
B
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
AD103
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
R O
O F
D E
M O
LI
TI
O N
P
LA
N
PS
12854305
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-426
D1 REMOVE AND DISPOSE EXISTING MECHANICAL DUCTS & DUCT WORK SUPPORTS; REFER TO
MECHANICAL DWGS
D2 REMOVE MEP EQUIPMENT & DEVICES; REFER TO MEP DWGS
D4 REMOVE EXISTING GRILLE; COORDINATE WITH MECHANICAL DWGS
D6 REMOVE EXISTING CEILING TILES AS REQUIRED FOR MECHANICAL SCOPE - COORDINATE
WITH MECHANICAL DWGS; PROTECT EXISTING SUSPENSION SYSTEMS AND GRIDS.
CONTRACTOR TO STOCK PILE FOR SALVAGE. PROTECT ADJACENT CONSTRUCTION TO
REMAIN.
D7 REMOVE PORTION OF EXISTING WALL OR CEILING ASSEMBLY FOR PREPARATION OF
SLEEVE PENETRATION(S); COORDINATE WITH MEP DWGS
D8 REMOVE PORTION OF FLOOR SLAB FOR PREPARATION OF MECHANICAL PIPING AND SLEEVE
PENETRATION(S); COORDINATE WITH MECHANICAL DWGS
D10 REMOVE PORTION OF EXISTING EXTERIOR WALL ASSEMBLY FOR PREPERATION OF SLEEVE
PENETRATION FOR ELECTRICAL CONNECTION; REFER TO ELEC DWGS
D11 REMOVE ASSOCIATED CEILING TILE, GRID AND SUPPORTS
D12 REMOVE METAL ACCESS HATCH DOOR FOR ACCESS TO MECHANICAL MASONRY TUNNEL
DUCT
D13 REMOVE PORTION OF FLOOR FINISHES AND WALL BASE AS REQUIRED
SCALE: 1/8" = 1'-0"
ROOF DEMO PLAN
A1
SCALE: 1/8" = 1'-0"
ELEVATOR PENTHOUSE & STAIR A DEMO PLAN
B1
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
DD
STAIR B
S-2
SHAFT
D8
D13
D13
D13
A
LI
G N
A
LI
G N
1'
1/
4"
DD
1'
1/
4"
A
LI
G N
A
LI
G N
STAIR B
S-2
SHAFT
D11
D6
D7
D1
AD551
C3
A-501
DEMOLITION NOTES LEGEND
DD
RM
CONF RM
STAIR B
S-2
D8
SHAFT
D13
D13
D13
1'
1/
4"
DD
1'
1/
4"
D11
D6
D6
RM
CONF RM
STAIR B
S-2
SHAFT
D7
D1
AD551
CEILING HEIGHT
EXIST TO REMAIN
EXISTING CEILING SUSPENSION
SYSTEM (TO REMAIN)
EXISTING LAY-IN CEILING
PANEL SYSTEM (TO REMAIN)
EXISTING WALL
EXISTING FLOOR STRUCTURE
VARIES VARIES
1' - 4 1/4"
D13
D8
D11
1' - 4 1/4"
D6
D11
EXISTING FLOOR FINISH
(TO REMAIN)
1' 2' 4'0' 1/2" = 1'-0"
GRAPHIC SCALE:
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
AD551
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
IN
TE
R
IO
R D
E M
O D
E
TA
IL
S
PS
12854306
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-427
SCALE: 1/2" = 1'-0"
PIPE PENETRATION LOCATION DEMO 2ND,
4TH THRU 6TH FLOORS - TYP
A3
SCALE: 1/2" = 1'-0"
PIPE PENETRATION RCP DEMO 2ND, 4TH
THRU 6TH FLOORS - TYP
B3
D1 REMOVE AND DISPOSE EXISTING MECHANICAL DUCTS & DUCT WORK SUPPORTS; REFER TO
MECHANICAL DWGS
D2 REMOVE MEP EQUIPMENT & DEVICES; REFER TO MEP DWGS
D4 REMOVE EXISTING GRILLE; COORDINATE WITH MECHANICAL DWGS
D6 REMOVE EXISTING CEILING TILES AS REQUIRED FOR MECHANICAL SCOPE - COORDINATE
WITH MECHANICAL DWGS; PROTECT EXISTING SUSPENSION SYSTEMS AND GRIDS.
CONTRACTOR TO STOCK PILE FOR SALVAGE. PROTECT ADJACENT CONSTRUCTION TO
REMAIN.
D7 REMOVE PORTION OF EXISTING WALL OR CEILING ASSEMBLY FOR PREPARATION OF
SLEEVE PENETRATION(S); COORDINATE WITH MEP DWGS
D8 REMOVE PORTION OF FLOOR SLAB FOR PREPARATION OF MECHANICAL PIPING AND SLEEVE
PENETRATION(S); COORDINATE WITH MECHANICAL DWGS
D10 REMOVE PORTION OF EXISTING EXTERIOR WALL ASSEMBLY FOR PREPERATION OF SLEEVE
PENETRATION FOR ELECTRICAL CONNECTION; REFER TO ELEC DWGS
D11 REMOVE ASSOCIATED CEILING TILE, GRID AND SUPPORTS
D12 REMOVE METAL ACCESS HATCH DOOR FOR ACCESS TO MECHANICAL MASONRY TUNNEL
DUCT
D13 REMOVE PORTION OF FLOOR FINISHES AND WALL BASE AS REQUIRED
SCALE: 1/2" = 1'-0"
PIPE PENETRATION LOCATION DEMO 3RD FLOOR
A1
SCALE: 1/2" = 1'-0"
PIPE PENETRATION RCP DEMO 3RD FLOOR
B1
SCALE: 1 1/2" = 1'-0"
EDGE OF ACT DEMOLITION SECTION - DEPTH VARIES
D1
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND REGULATIONS.
2. VERIFY RATED WALLS WITH EXISTING CONDITIONS PLANS.
3. REVIEW ALL DRAWINGS AND COORDINATE WALL CONSTRUCTION INCLUDING LOCATION OF FRAMING MEMBERS
WITH PENETRATIONS.
4. WHEN ITEMS PENETRATE WALL CONSTRUCT SO ITEMS DO NOT BEAR ON WALLS.
5. PARTITIONS ENCLOSING SPACES WITHOUT CEILINGS ARE TO EXTEND TO UNDERSIDE OF SLAB ABOVE.
6. ALL FIRE RATED PARTITION ASSEMBLIES ARE TO CONTINUE FROM FLOOR TO DECK ABOVE.
7. ALL FIRE AND SMOKE RATED PARTITIONS ARE TO HAVE ANY/ALL GAPS FILLED WITH A MATERIAL THAT WILL MEET
OR EXCEED THE RATING AND/OR CONSTRUCTION REQUIREMENTS OF THE WALL.
8. THE ENVELOPE CREATED BY FIRE RATED PARTITIONS AND SHAFTS IS REQUIRED TO BE CONTINUOUS AND UNINTERRUPTED EXCEPT BY TESTED THROUGH-PENETRATION FIRE STOP ASSEMBLIES AS SPECIFIED.
9. ALL PARTITIONS DIMENSIONS PROVIDED ARE TO FINISHED FACE UNLESS OTHERWISE NOTED.
10. AT ALL ACOUSTICALLY RATED PARTITIONS USE ACOUSTICAL SEALANT APPLIED PER MANUFACTURERS
INSTRUCTIONS.
11. ON CONTINUOUS WALL SURFACE WHERE CONSTRUCTION INVOLVES MORE THAN ONE MATERIAL, FINISH, OR
MATERIAL THICKNESS ALIGN FACE OF FINISH UNLESS OTHERWISE NOTED.
12. REFER TO REFLECTED CEILING PLAN FOR CEILING MATERIALS AND HEIGHTS; REFER TO ROOM FINISH
SCHEDULE FOR FINISHES AND SPECIAL INSTRUCTIONS.
PARTITION GENERAL NOTES
PARTITION FIRE RATING
PARTITION TYPE LEGEND
G3A.1
U = UNRATED
S = SMOKE PARTITION
1 = 1 HOUR RATED
2 = 2 HOUR RATED
3 = 3 HOUR RATED
4 = 4 HOUR RATED
PARTITION GROUP
C = CHASE WALL
D = DOUBLE STUD
G = GYPSUM
M = MASONRY
S = SHAFT WALL
CB = CEMENTIOUS BACKER UNIT
F = FENCE / CHAINLINK FENCE
DEFINES RELATIVE SIZE
TYPE MODIFIER
METAL TRACK
FASTENED TO SLAB
1/ 4"
PARTITION
SEE NON-RATED
FINISH FLOOR
EXIST (TO REMAIN) DECK
DEFLECTION TRACK
FASTENED TO DECK ONLY. 1/2"
MIN. AS RQ'D FOR DEFLECTION
1/ 2"
UNDERSIDE OF DECK
4 1/4"
C3A.U
BASE MATCH
EXISTING - WB-1
FINISHED
FLOOR - CPT-1
CEILING LINE
UNDERSIDE
OF DECK
5/8" GYPSUM
BOARD - PT-1
3 5/8" METAL
STUD
PLAN
A-100
D3
A-100
D3
PARTITION TYPES AND PARTITION HEADER & BASE DETAILS
PRE-MANUFACTURED METAL FRAMING ASSEMBLY;
PROVIDE MIN. 80 LB./SF SURFACE LOADING
VAPOR BARRIER
5" RIGID ROOFING INSULATION
METAL ANGLE - ATTACHED TO METAL FRAMING
ASSEMBLY AND EXISTING (TO REMAIN) CURB
PERIMETER STL ANGLE SUPPORT
EXISTING (TO REMAIN) CURB
CHASE WALL CHAINLINK FENCE
TOP OF 8" CONC. EQUIP PAD;
REF TO STRUCTURAL DWGS
TOP OF GRADE - VARIES
EQ
EQ
6"
8'
0"
CHAINLINK FENCE MESH
2" DIA. HORIZ. MTL SUPPORTS
2" DIA. HORIZ. MTL SUPPORTS
2" DIA. VERT. MTL
SUPPORTS - REF TO A-401
FOR QTY & SPACING. NOTE:
CORNER AND ENDS POSTS
TO BE 6" DIA. MTL SUPPORTS
F2A.U
2" DIA. HORIZ. MTL SUPPORTS
1. THE CONTRACTOR SHALL ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
2. THE CONTRACTOR SHALL SUBMIT SAMPLES TO CONTRACTING OFFICER FOR APPROVAL PRIOR TO
PURCHASING MATERIALS.
3. THE CONTRACTOR SHALL CONFIRM THAT WALLS HAVE BEEN PATCHED AND PROPERLY PREPARED TO RECEIVE FINISH. THE PAINTER SHALL REPORT TO THE CONTRACTOR AREAS THAT ARE NOT READY TO RECEIVE
PAINT.
4. PROVIDE PRIMER AND TWO FINISH COATS AT PAINTED AREAS.
5. VERIFY ELECTRICAL RECEPTACLE COVER AND THERMOSTAT COLORS AND MATERIALS WITH CONTRACTING OFFICER BEFORE PURCHASE. DEVICE COLOR MAY CHANGE DEPENDING ON EXISTING WALL MATERIAL FINISH
AND COLOR.
FINISH GENERAL NOTES
ROOF TYPES
CONSTRUCTION PLAN GENERAL NOTES
1. WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND REGULATIONS.
2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.
3. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTING OFFICER.
4. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY TO EACH OTHER. WHAT IS REQUIRED FOR ONE DRAWING SHALL
BE AS BINDING AS IF REQUIRED FOR ALL.
5. EXISTING FLOORS, PARTITIONS, DEMISING WALLS, GWB WINDOW SILLS, GWB SOFFITS AND CORRIDOR WALLS TO BE PATCHED AND REPAIRED AS NEEDED TO MAINTAIN ORIGINAL ACOUSTICAL AND RATED FIRE/SMOKE DESIGN INTENT.
PENETRATIONS ARE TO BE SEALED TO MAINTAIN FIRE/SMOKE RATING AND ACOUSTICAL RATING.
6. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR SLAB, WALL OR CEILING PENETRATIONS, INCLUDING SLEEVE MATERIALS OR IN-FILL MATERIAL REQUIREMENTS. IN ALL CASES, THE THE FINAL ASSEMBLY MUST EQUAL THAT OF THE
EXISTING IN PERFORMANCE AND FINISH, INCLUDING FIRESTOPPING, AS REQUIRED
7. PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AT ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS, U.O.N.
8. PARTITIONS SHALL BE PLUMB, SQUARE, STRAIGHT, AND PARALLEL OR PERPENDICULAR TO THE CORE, UNLESS
OTHERWISE NOTED.
9. EXISTING WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH PERFORMANCE AND FINISH OF ADJACENT CONSTRUCTED ASSEMBLIES. PREPARE AND APPLY PAINT FINISHES TO WALL AREAS ADJACENT TO CONTRACTED WORK TO MATCH EXISTING FINISHES. REFER TO EXISTING PARTITION PENETRATION IN-FILL; TYPE A: OR
TYPE B: PENDING EXISITNG WALL AND FIRE RATING REQUIREMENTS. SEE DETAIL A2/A-100.
10. FOR DRYWALL FINISHING, THE CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND SPECIFICATIONS, EXCEPTION: COMPLY WITH MORE STRINGENT REQUIREMENTS OF GYPSUM ASSOCIATION GA-216
RECOMMENDED SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD.
11. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN
DIMENSIONS MARKED "CLEAR" OR "HOLD". ALLOW FOR THICKNESS OF FINISHES.
12. PRIOR TO CLOSING WALLS OR CEILINGS, SYSTEMS (HVAC, PLUMBING, ELECTRICAL) SHALL BE INSPECTED, AND WHERE REQUIRED, TESTING BY CONTRACTOR ENGINEERS AND BY PROPER AUTHORITIES HAVING JURISDICTION TO
INSURE THEIR PROPER INSTALLATION AND FUNCTION.
13. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS IN CONFORMANCE WITH CODES AND
ORDINANCES DURING CONSTRUCTION.
14. MAINTAIN EXISTING FIRE SPRINKLER PROTECTION IN CONFORMANCE WITH CODES AND ORDINANCES DURING
CONSTRUCTION.
15. PROTECT EXISTING FINISHED, OCCUPIABLE AREA OF WORK AND ADJACENT AREAS FROM DAMAGE DURING
CONSTRUCTION.
16. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH CONTRACTING
OFFICER AND TENANT TO ENSURE SECURITY.
17. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE CONTRACTING
OFFICER.
18. DOOR OPENINGS TO BE NO LESS THAN 6" FROM NEAREST PERPENDICULAR PARTITION, U.O.N.
CONSTRUCTION LEGEND
EXISTING PARTITION PARTITION
G3A PARTITION TYPE TAG
REFLECTED CEILING PLAN GENERAL NOTES
1. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY TO EACH OTHER. WHAT IS REQUIRED FOR ONE DRAWING SHALL
BE AS BINDING AS IF REQUIRED FOR ALL.
2. THIS PLAN IS FOR CEILING FIXTURE AND EQUIPMENT LOCATIONS ONLY. REFER TO MEP/FP DRAWINGS FOR ADDITIONAL INFORMATION. DIMENSIONS OF FIXTURES, DEVICES, SPRINKLER HEADS, ETC. ARE TO CENTERLINE OF FIXTURE, U.O.N. WHERE ITEMS ARE IN LINE, CENTERLINE OF ITEMS OR GROUP OF ITEMS ARE TO ALIGN, U.O.N.
3. MODIFY EXISTING CEILING TO MATCH ADJACENT CEILING WHERE PARTITION IS BEING BUILT OR BEING EXTENDED TO
DECK.
4. EXISTING TO REMAIN FIXTURE LOCATIONS IN CONFLICT WITH MECHANICAL SHOULD BE COORDINATED BY CONTRACTOR PRIOR TO INITIATING WORK. NOTIFY CONTRACTING OFFICER OF A DISCREPANCY, OMISSION, OR
UNANTICIPATED FIELD CONDITION THAT ALTERS THE INTENT OF THESE DRAWINGS.
5. CEILING SYSTEMS SHALL BE SUPPORTED INDEPENDENT OF AND EXISTING PIPES, DUCTS, CONDUITS, ETC.
6. CEILING HEIGHT SHALL BE MAINTAINED TO MATCH EXISTING
7. REPLACE DAMAGED AND STAINED CEILING TILES WHERE CEILINGS ARE TO BE REUSED. MATCH EXISTING.
SUSPENDED LINEAR PENDANT FIXTURE
SUPPLY AIR DIFFUSER
NOTE: GENERIC DEVICE SYMBOLS SHOWN - SEE SPECIFIC DISCIPLINES (MECH., ELEC., ETC.) FOR SPECIFIC DESCRIPTIONS
AND ADDITIONAL ITEMS NOT SHOWN.
REFLECTED CEILING LEGEND
EXISTING 2'X2' ACOUSTICAL CEILING
EXISTING 2'X4' ACOUSTICAL CEILING
EXISTING GWB CEILING SOFFIT
RETURN AIR GRILLE
EXISITNG RETURN AIR DIFFUSER
EXISTING RETURN AIR GRILL
PARTITION PENETRATION IN-FILL
EXTEND OPENING TO
NEAREST VERTICAL STUD -
FRAME DUCT OPENING
1. PREPARE DUCT OPENING FOR INFILL. FOR OPENINGS
GREATER THAN 14 IN. EXTEND OPENING TO NEAREST VERTICAL
STUD.
2. INSTALL NEW HORIZONTAL METAL STUD BLOCKING TO
ADJACENT VERTICAL STUD. ANCHOR TO EXISTING OPENING
SIDEWALL HEIGHT.
3. INSTALL MINERAL WOOL INSULATION - FULL HEIGHT/DEPTH.
4. INSTALL GYPSUM BD. FLUSH TO EACH VERTICAL WALL FACE;
MATCH LAYER COUNT. TAPE AND 2-COAT FINISH / PRIME PAINT
ABOVE CEILING. BELOW CEILING - TAPE AND 3-COAT FINISH /
PRIME AND 2 COAT PAINT FINISH (TO MATCH EXISTING).
A-TYPE
NON-RATED VOID
A-TYPE: NON-RATED EXISTING WALL PENETRATION IN-FILLED
1. PREPARE MASONRY OPENING OPENING - PROVIDE 2 IN.
ANNULAR SPACE BETWEEN DUCTWORK AND MASONRY. FILL
PARTIAL BLOCKS WITH GROUT AS REQUIRED.
2. INSTALL 3-1/2 IN. MINERAL WOOL INSULATION - (MIN. 4 PSF
DENSITY) - FULL WALL DEPTH AND COMPRESS/ RECESS TO
ACCOMMODATE SEALANT.
3. INSTALL APPROVED INTUMESCENT FIRESTOP SEALANT -
FULL HEIGHT X MIN. 5/8IN. DEPTH AS REQUIRED TO COMPLY
WITH UL 1479, BASIS OF DESIGN: HILTI W-L-7091H
B-TYPE
DUCT PENETRATION
B-TYPE: 2-HR RATED EXISTING MASONRY DUCT PENETRATION
UNDERSIDE OF DECK
UNDERSIDE OF DECK
MINERAL WOOL AND
INTUMESCENT FIRE STOP
GYPSUM WALL
BOARD & MTL STUDS
EXIST (TO REMAIN)
CEILING STRUCTURE
EXIST (TO REMAIN)
CEILING STRUCTURE
GYPSUM WALL
BOARD & MTL STUDS
HORIZONTAL METAL
STUD BLOCKING
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
A-100
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
C O
N S
TR
U
C
TI
O N
N O
TE
S
, P A
R
TI
TI
O
N
R O
O F
T Y
P E
S
F
IN
IS
H
N O
TE
S
PS
12854307
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-428
SCALE: 1 1/2" = 1'-0"
PARTITION HEADER
AND BASE DETAIL
D3
SCALE: 1 1/2" = 1'-0"
RPA-1 - PRE-MANUFACTURED METAL FRAMING ROOF ASSEMBLY
C2
FINISH SCHEDULE
CODE ITEM DESCRIPTION LOCATION/REMARKS
FLOORING & BASE FINISHES
CPT-1 CARPET MODULAR CARPET - MATCH EXISTING (UTILIZE SALVAGED
FROM ADJACENT SELECTIVE DEMOLITION)
LOCATIONS WHERE CHASE
WALL TYPE C3A.U IS UTILIZED
WB-1 WALL BASE CONTINUOUS BASE - MATCH EXISTING ADJACENT VINYL
BASE
LOCATIONS WHERE CHASE
WALL TYPE C3A.U IS UTILIZED
MISCELLANEOUS
CG-1 CORNER GUARD STAINLESS STEEL CORNER GUARD (ADHESIVE MOUNT),
SIZE 2" LEGS, COLOR: PAINTED TO MATCH ADJACENT
WALL PAINT, HEIGHT: MOUNT ABOVE WB-1 AND EXTEND
TO CEILING
CHASE WALL FOR
MECHANICAL PIPING
WALL FINISHES
PT-1 PAINT COLOR: TO MATCH EXISTING AND ADJACENT
CONSTRUCTION
LOW VOCS. TO BE USED
THROUGHOUT U.O.N.
SCALE: 1" = 1'-0"
EXISTING WALL PARTITION DUCT PENETRATION & IN-FILLS
A2
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
S
S
CONSTRUCTION NOTES LEGEND
A1
A-301
A1
A-301
A
A
BB
CC
DD
EE
F
RM
VEST
STAIR A
S-1
WOMEN
MEN
ELEVATOR 1
ELEVATOR 2
STAIR B
S-2
VAULT
RM
LOBBY
RM
VEST
RM
ELEC RM
MECH RM
NOT IN
CONTRACT
TO B1346
A2
A-302
A2
A-302
A2
A-303
A2
A-303
A-101
B1
A-401
A3
EXIST MECH
MASONRY TUNNEL
DUCT (TO REMAIN)
EXIST MECH FIN TUBE
(TO REMAIN), REF TO
MECH DWGS - TYP
RM
CONF. RM
RM
RM
RM
RM
CORR
RM
RM
RM
RM
RM
RM
MECH
M-1
EQUIP
121TC1
CORR
RM
DN
DD
TUNNEL
1A5
A-501
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
A
B
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
A-101
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
1S T
F
LO
O R
C O
N S
TR
U
C
TI
O N
P
LA
N
PS
12854308
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-429
1 INFILL EXISTING MASONRY OPENING AND PERIMETER SEAL TO PROVIDE 2-HR. FIRE
RATING
2 MECHANICAL EQUIPMENT AND PIPING; REFER TO MECHANICAL DWGS
3 ELECTRICAL EQUIPMENT; REFER TO ELECTRICAL DWGS
4 CAULK, SLEEVE & FIRE STOP PENETRATIONS, AS REQUIRED, TO MATCH EXISTING
WALL, FLOOR, CEILING OR FLOOR ASSEMBLIES TYPE AND RATING; COORDINATE WITH
MEP DWGS
5 MECHANICAL ROOF TOP EQUIP STRUCTURAL SUPPORT; REFER TO STRUCTURAL
DWGS
6 ROOF PENETRATION COVER OVER EXISTING TO REMAIN ROOF CURBS; RPA-1
7 8" CONCRETE PAD EQUPMENT, MATCH CONCRETE PAD TO GRADE; REFER TO
STRUCTURAL DWGS & COORDINATE WITH MECHANICAL DWGS
8 CAP OPENING OF EXISTING MECHANICAL TUNNEL OF MECH RM FLOOR. PROVIDE NEW
PERIMETER STEEL ANGLE SUPPORT AND STRUCTRURAL STEEL PLATE CAP (MAINTAIN
300LB CONCENTRATED LOAD)
9 ELECTRICAL DEVICE OR FIXTURE; REFER TO ELECTRICAL DWGS
SCALE: 1/8" = 1'-0"
1ST FL CONST. PLAN
A1
SCALE: 1/8" = 1'-0"
MECHANICAL TUNNEL PLAN
B1
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
F
DN
DN UP DN
UP
DN
UP DN
UP
DN
UP
UP DN
DN
UP DN
DN
1 2 3
4 5
AA
BB
CC
DD
EE
FF
WOMEN
MEN
LOBBY
RM
RM
RM
RM
RM
RM
RM
RM
A-551
A3
TYP
EXIST MECH FIN TUBE (TO REMAIN),
REF TO MECH DWGS - TYP
RM
RM
CONF RM
RM
RM
RM
233 RM
RM
RM
RM
RM
RM
RM
RM
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VEST
ELEC RM
NOT IN
CONTRACT
B1346
1 2 3
4 5
AA
BB
CC
DD
EE
FF
RM
RM
LOBBY
MEN
WOMEN
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
CONF RM
RM
RM
RM
RM
RM
RM
334 RM
RM
RM
RM
A-551
C3
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VEST
ELEC RM
EXIST MECH FIN TUBE (TO REMAIN),
REF TO MECH DWGS - TYP
1 2 3
4 5
AA
BB
CC
DD
EE
FF
WOMEN
MEN
LOBBY
RM
CONF RM
RM
A-551
A3
TYP
RM
CAD RM
RM
RM
421RM
RM
RM
RM
CONF. RM
RM
RM
RM
433 RM
RM
RM
CLO
424A
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VEST
ELEC RM
EXIST MECH FIN TUBE (TO REMAIN),
REF TO MECH DWGS - TYP
1 2 3
4 5
AA
BB
CC
DD
EE
FF
WOMEN
MEN
LOBBY
RM
A-551
A3
TYP
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
534 RM
RM
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VEST
ELEC RM
EXIST MECH FIN TUBE (TO REMAIN),
REF TO MECH DWGS - TYP
1 2 3
4 5
AA
BB
CC
DD
EE
FF
LOBBY
MEN
WOMEN
RM
CONF. RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
626 RM
RM
RM
RM
A-551
A3
TYP
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
STAIR B
S-2
VEST
ELEC RM
EXIST MECH FIN TUBE (TO REMAIN),
REF TO MECH DWGS - TYP
CONSTRUCTION NOTES LEGEND
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
A
B
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
A-102
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
2N D
T H
R U
TH
F
LO
O R
C O
N S
TR
U
C
TI
O N
P
LA
N
PS
12854309
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-430
SCALE: 1/16" = 1'-0"
2ND FL CONST. PLAN
A1
SCALE: 1/16" = 1'-0"
3RD FL CONST. PLAN
A3
SCALE: 1/16" = 1'-0"
4TH FL CONST. PLAN
A4
SCALE: 1/16" = 1'-0"
5TH FL CONST. PLAN
C1
SCALE: 1/16" = 1'-0"
6TH FL CONST. PLAN
C3
1 INFILL EXISTING MASONRY OPENING AND PERIMETER SEAL TO PROVIDE 2-HR. FIRE
RATING
2 MECHANICAL EQUIPMENT AND PIPING; REFER TO MECHANICAL DWGS
3 ELECTRICAL EQUIPMENT; REFER TO ELECTRICAL DWGS
4 CAULK, SLEEVE & FIRE STOP PENETRATIONS, AS REQUIRED, TO MATCH EXISTING
WALL, FLOOR, CEILING OR FLOOR ASSEMBLIES TYPE AND RATING; COORDINATE WITH
MEP DWGS
5 MECHANICAL ROOF TOP EQUIP STRUCTURAL SUPPORT; REFER TO STRUCTURAL
DWGS
6 ROOF PENETRATION COVER OVER EXISTING TO REMAIN ROOF CURBS; RPA-1
7 8" CONCRETE PAD EQUPMENT, MATCH CONCRETE PAD TO GRADE; REFER TO
STRUCTURAL DWGS & COORDINATE WITH MECHANICAL DWGS
8 CAP OPENING OF EXISTING MECHANICAL TUNNEL OF MECH RM FLOOR. PROVIDE NEW
PERIMETER STEEL ANGLE SUPPORT AND STRUCTRURAL STEEL PLATE CAP (MAINTAIN
300LB CONCENTRATED LOAD)
9 ELECTRICAL DEVICE OR FIXTURE; REFER TO ELECTRICAL DWGS
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R B
ID
/1 9/
A1
A-301
A1
A-301
AA
BB
CC
DD
EE
FF
A-103
B1
A2
A-302
A2
A-302
A2
A-303
A2
A-303
2 EXIST SHAFT PENETRATION TO REMAIN.
CONTRACTOR TO CORDINATE DUCT SUPPORT
AT ROOF LEVEL AND ROOF MEMBRANE
MODIFICATION - REF TO MECH DWG
C4
A-501
EXIST SHAFT PENETRATION TO REMAIN.
CONTRACTOR TO CORDINATE DUCT SUPPORT
AT ROOF LEVEL AND ROOF MEMBRANE
MODIFICATION - REF TO MECH DWG
PRA-1
20' - 0" +/- 20' - 0" +/- 20' - 0" +/- 26' - 0" +/-
REF TO A1/M-503 FOR ROOF MOUNTED
CONDENSING UNIT DETAIL.
CONTRACTOR TO CORDINATE
EQUIPMENT SUPPORT AND ROOF
MEMBRANE MODIFICATION AS REQUIRED.
REF TO A4/M-502 FOR PIPING
THROUGH ROOF DETAIL.
CONTRACTOR TO CORDINATE PIPE
SUPPORT AND ROOF MEMBRANE
MODIFICATION AS REQUIRED.
C3
A-501
CONSTRUCTION NOTES LEGEND
AA
STAIR A
S-1
ELEVATOR 1
112A
ELEVATOR 2
112B
REF TO A2/M-503 FOR ROOF FAN DETAIL
CONTRACTOR TO CORDINATE EQUIPMENT
SUPPORT AND ROOF MEMBRANE
MODIFICATION AS REQUIRED.
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
A
B
KEYPLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAWING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 800.648.4920
A-103
B U
IL
D
IN
G
H V
A C
U P
G R
A D
E S
R
E T
R O
C O
M M
IS
S
IO
N
IN
G
B
A L A
N C
IN
G
F O
R N
U W
C
R O
O F
C O
N S
TR
U
C
TI
O N
P
LA
N
PS
12854310
RB RB
NAVAL STATION NEWPORT
RC
1621549
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N A
V S
T A
B A
S E
P
U B
L
IC
W O
R K
S D
E P
A R
T M
E N
T N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
N E
W P
O R
T
R I
45772-431
SCALE: 1/8" = 1'-0"
ROOF CONST. PLAN
A1
1 INFILL EXISTING MASONRY OPENING AND PERIMETER SEAL TO PROVIDE 2-HR. FIRE
RATING
2 MECHANICAL EQUIPMENT AND…
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