Attachment A - B26 - 1684363 - Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- N4008523R2680
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
J6 ASSEMBLY ROOM
DCSO OFFICE AREA
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
C
D
10/26/2022
SATISFACTORY TO DATE
A
B
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND -
MID-ATLANTIC
NSAP BUILDING 26 FIRST FLOOR
HVAC REPLACEMENTS
NAVAL SUPPORT ACTIVITY, PHILADELPHIA, PA
FACILITIES ENGINEERING AND ACQUISITION DIVISION
PHILADEPHIA, PA
G-001
PS
12865887
TLS CG
DVM
1684363
CSS
JRR
MBL
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
CO
VE
R
SH
EE
T
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
DESIGN AND CONSTRUCTION
FINAL SUBMISSION
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
christopher.szymczak Text Box 12/2/2022
A. WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION
REQUIRED BY THESE DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH
MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR.
B. FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING MATERIALS OR
BEGINNING DEMOLITION.
C. ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND
INSTALLED UNDER THE REQUIREMENTS OF THIS CONTRACT.
D. COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR
TO THE PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST
BE ESTABLISHED BY THE CONTRACTING OFFICER.
E. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE
PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE
ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES
AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE
TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.
F. OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY
REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICER.
G. CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH
WILL REMAIN OPERATIONAL. AVOID INTERFERENCE WITH THE
OPERATIONAL WORK ROUTINE.
H. SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST
BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL TO
COMMENCEMENT OF RELATED WORK.
I. HAZMAT INFO:
1. ANY MATERIAL SUSPECTED OF BEING ASBESTOS-CONTAINING
MATERIAL AND NOT IDENTIFIED IN THE HAZARDOUS MATERIAL
SURVEY REPORT SHOULD BE TESTED AND MUST BE HANDLED
FOLLOWING OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) RULES AND REGULATIONS (29 CFR 1926.1101) BEFORE BEING
DISTURBED. CONTACT THE CONTRACTING OFFICER FOR FURTHER
INSTRUCTIONS BEFORE TESTING OR REMOVING ANY ADDITIONAL
SUSPECT MATERIAL.
2. THE CONTRACTOR SHOULD BE AWARE OF LEAD-CONTAINING PAINT
DURING THE RENOVATION ACTIVITIES. THE REQUIRMENTS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) LEAD
STANDARD (29 CFR 1926.62) MUST BE OBSERVED.
3. THE CONTRACTOR MUST BE RESPONSIBLE TO PERFORM WORK
ACCORDING TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS
AND REGULATIONS.
4. FLUORESCENT LIGHTS ARE ASSUMED TO BE MERCURY CONTAINING
UNLESS MANUFACTURER LABEL INDICATES OTHERWISE.
5. LIGHT BALLASTS ARE ASSUMED TO BE PCB CONTAINING UNLESS
MANUFACTURER LABEL INDICATES OTHERWISE.
6. NON-DIGITAL THERMOSTATS ARE ASSUMED TO CONTAIN MERCURY
CONTAINING AMPULES.
BUILDING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (CHANGE 1, 01 OCTOBER 2020)
UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DECEMBER 2020)
UNIFIED FACILITIES CRITERIA (UFC) 3-101-01 (CHANGE 1, 01 JANUARY 2021)
UNIFIED FACILITIES CRITERIA (UFC) 3-120-01 (CHANGE 3, 12 DECEMBER 2017)
UNIFIED FACILITIES CRITERIA (UFC) 3-120-10 (CHANGE 2, 15 JUNE 2021)
UNIFIED FACILITIES CRITERIA (UFC) 3-190-06 (01 MARCH 2021)
INTERNATIONAL BUILDING CODE (IBC) 2018
ACCESSIBILITY CODE:
UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)
AMERICANS WITH DISABILITIES ACT (ADA)
ARCHITECTURAL BARRIERS ACT (ABA)
STRUCTURAL CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-101-01 (01 OCTOBER 2019)
MECHANICAL CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-410-01 (CHANGE 8, 21 JULY 2021)
INTERNATIONAL MECHANICAL CODE (IMC) 2018
ELECTRICAL CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-501-01 (CHANGE 1, 01 NOVEMBER 2019)
UNIFIED FACILITIES CRITERIA (UFC) 3-520-01 (CHANGE 2, 12 APRIL 2021)
UNIFIED FACILITIES CRITERIA (UFC) 3-530-01 (CHANGE 4, 01 NOVEMBER 2019)
NFPA 70, NATIONAL ELECTRIC CODE
PLUMBING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-420-01 (01 APRIL 2021)
INTERNATIONAL PLUMBING CODE (IPC) 2018
FIRE PREVENTION & LIFE SAFETY CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (CHANGE 6, 06 MAY 2021)
NFPA 101, LIFE SAFETY CODE
SECURITY CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-410-02 (CHANGE 2, 12 APRIL 2012)
UNIFIED FACILITIES CRITERIA (UFC) 3-470-01 (12 JANUARY 2018)
UNIFIED FACILITIES CRITERIA (UFC) 4-010-01 (CHANGE 1, 19 AUGUST 2020)
UNIFIED FACILITIES CRITERIA (UFC) 4-010-06 (CHANGE 1, 18 JANUARY 2017)
UNIFIED FACILITIES CRITERIA (UFC) 4-020-01 (11 SEPTEMBER 2008)
UNIFIED FACILITIES CRITERIA (UFC) 4-020-02 (1 MARCH 2005)
UNIFIED FACILITIES CRITERIA (UFC) 4-021-02 (CHANGE 1, 11 SEPTEMBER 2019)
NAVAL SUPPORT ACTIVITY
PHILADELPHIA
BR
OA
D
ST
RE
ET
PROJECT SITE
NORTH
B26
NORTH
E GODFREY AVE
TA
BOR AV
E
SITE ENTRANCE
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
G-002
PS
12865888
TLS CG
DVM
1684363
CSS
JRR
MBL
SH
EE
T
IN
DE
X
SI
TE
L
O
CA
TI
O
N
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
SHEET_
NO SHEET NAVFAC_NO SHEET TITLE
MECHANICAL
31 M-001 12865917 MECHANICAL LEGEND, ABREVIATIONS AND NOTES
32 MD101 12865918 FIRST FLOOR PLAN - J6 ASSEMBLY ROOM - MECHANICAL DEMOLITION
33 MD102 12865919 FIRST FLOOR PLAN - DCSO OFFICE AREA - MECHANICAL DEMOLITION
34 MD103 12865920 ROOF PLAN - MECHANICAL DEMOLITION
35 MD401 12865921 ENLARGED FLOOR PLAN - MECHANICAL DEMOLITION
36 M-101 12865922 FIRST FLOOR PLAN - J6 ASSEMBLY ROOM - MECHANICAL DUCTWORK
37 M-102 12865923 FIRST FLOOR PLAN - DCSO OFFICE AREA - MECHANICAL DUCTWORK
38 MP101 12865924 FIRST FLOOR PLAN - J6 ASSEMBLY ROOM - MECHANICAL PIPING
39 MP102 12865925 FIRST FLOOR PLAN - DCSO OFFICE AREA - MECHANICAL PIPING
40 MP103 12865926 ROOF PLAN - MECHANICAL PIPING
41 M-301 12865927 MECHANICAL SECTION VIEWS
42 M-401 12865928 ENLARGED MECHANICAL FLOOR PLAN
43 M-501 12865929 MECHANICAL DETAILS
44 M-502 12865930 MECHANICAL DETAILS
45 M-503 12865931 MECHANICAL DETAILS
46 M-504 12865932 MECHANICAL DETAILS
47 M-601 12865933 MECHANICAL SCHEDULES
48 M-602 12865934 MECHANICAL SCHEDULES
49 M-603 12865935 MECHANICAL SCHEDULES
50 M-604 12865936 MECHANICAL SCHEDULES
51 M-801 12865937 CONTROLS LEGEND AND ABBREVIATIONS
52 M-802 12865938 MECHANICAL CONTROL DIAGRAMS
53 M-803 12865939 MECHANICAL CONTROL DIAGRAMS
54 M-804 12865940 MECHANICAL CONTROL DIAGRAMS
55 M-805 12865941 POINTS SCHEDULE
56 M-806 12865942 POINTS SCHEDULE
57 M-807 12865943 POINTS SCHEDULE
58 M-808 12865944 SEQUENCE OF OPERATION
59 M-809 12865945 SEQUENCE OF OPERATION
ELECTRICAL
60 E-001 12865946 ELECTRICAL SYMBOLS
61 E-002 12865947 ELECTRICAL ABBREVIATIONS
62 E-003 12865948 ELECTRICAL GENERAL NOTES
63 ED101 12865949 ELECTRICAL DEMOLITION PLAN - J6 ASSEMBLY ROOM
64 ED102 12865950 ELECTRICAL DEMOLITION PLAN - DSCO OFFICE AREA
65 ED103 12865951 ELECTRICAL DEMOLITION PLAN - ROOF
66 E-101 12865952 1ST FLOOR ELECTRICAL PLAN - J6 ASSEMBLY ROOM
67 E-102 12865953 1ST FLOOR ELECTRICAL PLAN - DSCO OFFICE AREA
68 E-103 12865954 ROOF POWER PLAN
69 E-401 12865955 PARTIAL PLANS
70 E-402 12865956 PARTIAL PLANS
71 E-601 12865957 POWER SINGLE LINE
72 EP701 12865958 PANEL SCHEDULES
73 EP702 12865959 PANEL SCHEDULES
74 EP703 12865960 MECHANICAL EQUIPMENT AND LIGHTING SCHEDULE
SHEET_
NO SHEET NAVFAC_NO SHEET TITLE
GENERAL
1 G-001 12865887 COVER SHEET
2 G-002 12865888 SHEET INDEX & SITE LOCATION
LIFE SAFETY
3 LS111 12865889 LIFE SAFETY PLAN - J6 ASSEMBLY ROOM
4 LS112 12865890 LIFE SAFETY PLAN - DCSO OFFICE AREA
STRUCTURAL
5 S-001 12865891 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS
6 SD101 12865892 DEMOLITION PLANS
7 S-101 12865893 STRUCTURAL EQUIPMENT PAD PLAN
8 S-102 12865894 ROOF PLATFORM FRAMING PLANS
9 S-501 12865895 STRUCTURAL SECTIONS AND DETAILS
ARCHITECTURE
10 A-001 12865896 ARCHITECTURAL NOTES AND SYMBOLS
11 AD111 12865897 DEMOLITION FIRST FLOOR - J6 ASSEMBLY ROOM
12 AD112 12865898 DEMOLITION FIRST FLOOR - DCSO OFFICE AREA
13 A-101 12865899 PARTIAL FIRST FLOOR PLAN - J6 ASSEMBLY ROOM
14 A-102 12865900 PARTIAL FIRST FLOOR PLAN -DCSO OFFICE AREA
15 A-105 12865901 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - J6 ASSEMBLY ROOM
16 A-106 12865902 PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - DCSO OFFICE AREA
17 A-310 12865903 ENLARGED PLANS AND SECTIONS
18 A-311 12865904 ENLARGED DETAILS
19 A-510 12865903 INTERIOR PARTITION TYPES
20 A-601 12865906 SCHEDULES AND DOOR DETAILS
FIRE PROTECTION
21 FP001 12865907 FIRE PROTECTION NOTES, SYMBOLS, AND ABBREVIATIONS
22 FD111 12865908 1ST FLOOR FIRE ALARM DEMOLITION PLAN - J6 ASSEMBLY ROOM
23 FD112 12865909 1ST FLOOR FIRE ALARM DEMOLITION PLAN - DCSO OFFICE AREA
24 FD113 12865910 1ST FLOOR FIRE SUPPRESSION DEMOLITION PLAN - J6 ASSEMBLY ROOM
25 FD114 12865911 1ST FLOOR FIRE SUPPRESSION DEMOLITION PLAN - DCSO OFFICE AREA
26 FP111 12865912 1ST FLOOR FIRE ALARM PLAN - J6 ASSEMBLY ROOM
27 FP112 12865913 1ST FLOOR FIRE ALARM PLAN - DCSO OFFICE AREA
28 FP113 12865914 1ST FLOOR FIRE SUPPRESSION PLAN - J6 ASSEMBLY ROOM
29 FP114 12865915 1ST FLOOR FIRE SUPPRESSION PLAN - DCSO OFFICE AREA
30 FP501 12865916 FIRE PROTECTION DETAILS
VICINITY MAP
GENERAL PROJECT NOTES GOVERNING REGULATIONS
LOCATION MAP LIST OF SHEETS
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SP SPSP SP SP
S P
S P
S P
S P
S P
S P
S P
S P
SPSP SPSPSP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP1FP1 FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1FP1
FP1FP1
APPLICABLE CODES:
- NFPA 1, FIRE CODE (2018 EDITION)
- NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2019
EDITION)
- NFPA 70, NATIONAL ELECTRICAL CODE (2020 EDITION)
- NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2019 EDITION)
- NFPA 101, LIFE SAFETY CODE (2018 EDITION)
- UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (MAY 2021)
MEANS OF EGRESS
OCCUPANCY GROUPS B
COMMON PATH: 100 FEET (LSC 38.2.5.3.1)
TRAVEL DISTANCE: 300 FEET (LSC 38.2.6.3)
DEAD-END CORRIDOR: 50 FEET (LCS 38.2.5.2.1)
MINUMUM NUMBER OF EXITS: 2 (LSC 38.2.4)
OCCUPANCY GROUPS S-1
COMMON PATH: 100 FEET (LSC 42.2.5)
TRAVEL DISTANCE: 400 FEET (LSC 42.2.6)
DEAD-END CORRIDOR: 100 FEET (LSC 42.2.5)
MINIMUM NUMBER OF EXITS: 1 (LSC 42.2.4)
DOOR EGRESS CAPACITY: 0.2 IN/OCCUPANT (LSC 7.3.3.1)
INTERIOR FINISHES MUST COMPLY WITH IBC CHAPTER 8
OCCUPANCY GROUPS B
WALL AND CEILING FINISH (LSC A.10.2.2)
EXIT ENCLOSURE AND EXIT PASSAGEWAYS: CLASS A OR B
CORRIDORS AND EXIT ACCESS: CLASS A OR B
OTHER SPACES: CLASS A, B, OR C
FLOOR FINISH (LSC 38.3.3.3.2)
EXIT ENCLOSURES AND EXIT ACCESS CORRIDORS: CLASS I OR II
OCCUPANCY GROUPS S-1
WALL AND CEILING FINISH (LSC A.10.2.2)
EXIT ENCLOSURE AND EXIT PASSAGEWAYS: CLASS A OR B
CORRIDORS AND EXIT ACCESS: CLASS A, B, OR C
OTHER SPACES: CLASS A, B, OR C
FLOOR FINISH (LSC 42.3.3.3.1 )
EXIT ENCLOSURES AND EXIT ACCESS CORRIDORS: CLASS I OR II
FIRE PROTECTION SYSTEMS:
THE FACILITY IS FULLY PROTECTED THROUGHOUT BY AN AUTOMATIC WET-
PIPE FIRE SUPPRESSION SYSTEM.
THE FACILITY IS PROVIDED WITH A FIRE ALARM SYSTM.
A.
B.
C.
D.
E.
F
G.
USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON)
BUSINESS (150 GROSS)
STORAGE (500 GROSS)
ASSEMBLY (15 NET)
FIRE RESISTANCE RATING
1 HOUR FIRE RESISTANCE (BARRIER)
1 HOUR SMOKE PARTITION
TRAVEL DISTANCE (MEASURED IN FEET)
COMMON PATH (MEASURED IN FEET)
DEAD END CORRIDOR (MEASURED IN FEET)
EGRESS CAPACITY
W = EXIT CAPACITY FACTOR (IN/PERSON)
X = OCCUPANTS USING EXIT (PERSONS)
Y = EXIT CAPACITY (PERSONS)
Z = EXIT CLEAR WIDTH (IN)
FIRE EXSTINQUISHER
W
Z
X
Y
CP = XX
TD = XX
DE = XX
XX
XX
LEGEND
FP1 FP1 FP1
SP SP SP
XX
MAIN LOBBY EXIT
3 4 5 6 7 8 10
F
E
D
C
EQUIPMENT
ROOM
TOILET ROOM
RM
RM
RM
BREAK ROOM
VEST.
AC-MECHANICAL
RM
STORAGE
CORRIDOR
STORAGE
CP =54
TD = 176
TRAVEL DISTANCE TERMINATES AT MAIN LOBBY EXIT.
J6 ASSEMBLY
ROOM
TD = 114
MAXIMUM OCCUPANT LOAD OF 150 PEOPLE IS
AN EXISTING TO REMAIN CONDITION.
1/8" = 1' - 0" 0 5' 10' 15' 30'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
LS111
JIW
12865889
MFO SSR
DVM
1684363
CSS
JRR
MBL
LI
FE
S
AF
ET
Y
PL
AN
J6
A
SS
EM
BL
Y
RO
O M
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
1/8" = 1'-0"A1 LIFE SAFETY PLAN - J6 ASSEMBLY ROOM
N
SY
M
DE
SC
RI
PT
IO
N
DA
TE
SPSP SPSPSP
S P
S P
S P
S P
S P
SP SPSP SP SP
S P
S P
S P
S P
S P
SP SPSP SP SP
S P
S P
SP SP
FB
FB
FB
FB
FB
FB1 FB1FB1
FB1 FB1FB1
2322 24 25 26
L
K
J
H
G
F
E
OFFICE
OFFICE
OFFICE
OFFICE
DSCO OFFICE
AREA
CONFERENCE RM
TOILET RM
MECHANICAL RM
CONFERENCE RM
119Room
CORRIDOR
CIVIL AIR PATROL
MECHANICAL RM
STAIR
CORRIDOR
CP =77
0.2
ONLY ACCOUNTS FOR OCCUPANTS WITHIN OUR SCOPE
OF WORK.
TD = 116
C P
=6
TD = 94
0.2
TOILET RM
VESTIBULE
A.
B.
C.
D.
E.
F
G.
USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON)
BUSINESS (150 GROSS)
STORAGE (500 GROSS)
ASSEMBLY (15 NET)
FIRE RESISTANCE RATING
1 HOUR FIRE RESISTANCE (BARRIER)
1 HOUR SMOKE PARTITION
TRAVEL DISTANCE (MEASURED IN FEET)
COMMON PATH (MEASURED IN FEET)
DEAD END CORRIDOR (MEASURED IN FEET)
EGRESS CAPACITY
W = EXIT CAPACITY FACTOR (IN/PERSON)
X = OCCUPANTS USING EXIT (PERSONS)
Y = EXIT CAPACITY (PERSONS)
Z = EXIT CLEAR WIDTH (IN)
FIRE EXSTINQUISHER
W
Z
X
Y
CP = XX
TD = XX
DE = XX
XX
XX
APPLICABLE CODES:
- NFPA 1, FIRE CODE (2018 EDITION)
- NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2019
EDITION)
- NFPA 70, NATIONAL ELECTRICAL CODE (2020 EDITION)
- NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2019 EDITION)
- NFPA 101, LIFE SAFETY CODE (2018 EDITION)
- UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (MAY 2021)
MEANS OF EGRESS
OCCUPANCY GROUPS B
COMMON PATH: 100 FEET (LSC 38.2.5.3.1)
TRAVEL DISTANCE: 300 FEET (LSC 38.2.6.3)
DEAD-END CORRIDOR: 50 FEET (LCS 38.2.5.2.1)
MINUMUM NUMBER OF EXITS: 2 (LSC 38.2.4)
OCCUPANCY GROUPS S-1
COMMON PATH: 100 FEET (LSC 42.2.5)
TRAVEL DISTANCE: 400 FEET (LSC 42.2.6)
DEAD-END CORRIDOR: 100 FEET (LSC 42.2.5)
MINIMUM NUMBER OF EXITS: 1 (LSC 42.2.4)
DOOR EGRESS CAPACITY: 0.2 IN/OCCUPANT (LSC 7.3.3.1)
INTERIOR FINISHES MUST COMPLY WITH IBC CHAPTER 8
OCCUPANCY GROUPS B
WALL AND CEILING FINISH (LSC A.10.2.2)
EXIT ENCLOSURE AND EXIT PASSAGEWAYS: CLASS A OR B
CORRIDORS AND EXIT ACCESS: CLASS A OR B
OTHER SPACES: CLASS A, B, OR C
FLOOR FINISH (LSC 38.3.3.3.2)
EXIT ENCLOSURES AND EXIT ACCESS CORRIDORS: CLASS I OR II
OCCUPANCY GROUPS S-1
WALL AND CEILING FINISH (LSC A.10.2.2)
EXIT ENCLOSURE AND EXIT PASSAGEWAYS: CLASS A OR B
CORRIDORS AND EXIT ACCESS: CLASS A, B, OR C
OTHER SPACES: CLASS A, B, OR C
FLOOR FINISH (LSC 42.3.3.3.1 )
EXIT ENCLOSURES AND EXIT ACCESS CORRIDORS: CLASS I OR II
FIRE PROTECTION SYSTEMS:
THE FACILITY IS FULLY PROTECTED THROUGHOUT BY AN AUTOMATIC WET-
PIPE FIRE SUPPRESSION SYSTEM.
THE FACILITY IS PROVIDED WITH A FIRE ALARM SYSTM.
LEGEND
FB1 FB1 FB1
SP SP SP
XX
MAIN LOBBY EXIT
1/8" = 1' - 0" 0 5' 10' 15' 30'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
LS112
JIW
12865890
MFO SSR
DVM
1684363
CSS
JRR
MBL
LI
FE
S
AF
ET
Y
PL
AN
DC
SO
O
FF
IC
E
AR
EA
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
1/8" = 1'-0"A1 LIFE SAFETY PLAN - DCSO OFFICE AREA
N
SY
M
DE
SC
RI
PT
IO
N
DA
TE
GENERAL NOTES:
1. ELEVATIONS INDICATED ON THE STRUCTURAL DRAWINGS ARE BASED ON AN ASSUMED TOP OF GROUND FLOOR ELEVATION OF 0' - 0''.
2. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND APPLY TO SIMILAR SITUATIONS, UON.
3. NO CHANGE IN SIZE, DIMENSION OR POSITION OF STRUCTURAL ELEMENTS IS PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE COR.
4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND/OR SUBMITTING SHOP DRAWINGS. REPORT
DISCREPANCIES TO THE COR BEFORE PROCEEDING WITH THE WORK.
5. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
COMPONENTS AND EQUIPMENT.
6. SUBMIT DIMENSIONED COORDINATED SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES THROUGH STRUCTURAL ELEMENTS. ADDITIONAL OPENINGS NOT SHOWN ON SHOP DRAWINGS WILL REQUIRE WRITTEN APPROVAL OF THE COR.
7. PROTECT EXISTING AND NEW UTILITIES, STRUCTURAL MEMBERS, FINISHES, ETC. ASSUME FULL RESPONSIBILITY ANY DAMAGE DURING CONSTRUCTION. RESTORATION OF DAMAGED AREAS WILL BE TO THE SATISFACTION OF THE GOVERNMENT, AT NO COST TO THE GOVERNMENT.
8. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED INFORMATION REGARDING FINISHES, WATERPROOFING, EXTERIOR FACE OF BUILDING, ETC.
9. DO NOT REPRODUCE THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS. SHOP DRAWINGS PRODUCED IN SUCH A
MANNER WILL BE REJECTED AND RETURNED.
10. DO NOT SCALE THE DRAWINGS FOR PURPOSES OF OBTAINING DIMENSIONS.
11. MAINTAIN STABILITY OF STRUCTURE AT ALL TIMES DURING CONSTRUCTION, PROVIDING TEMPORARY BRACING, SHORING, ETC. AS REQUIRED.
12. COORDINATE SIZE AND LOCATION OF EQUIPMENT SUPPORTS WITH THE ACTUAL EQUIPMENT DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS.
13. DO NOT REMOVE OR CUT STRUCTURAL MEMBERS, INCLUDING SLABS, UNLESS INDICATED ON THESE DRAWINGS OR APPROVED IN WRITING BY THE
COR.
CODES AND STANDARDS:
THE FOLLOWING CODES AND STANDARDS AS MODIFIED BY THE REFERENCED UFC PUBLICATIONS, INCLUDING ALL SPECIFICATIONS
REFERENCED, APPLY TO THE DESIGN AND CONSTRUCTION OF THIS PROJECT:
1. UFC 1-200-01, DOD BUILDING CODE GENERAL BUILDING REQUIREMENTS WITH CHANGE 1 (1 OCTOBER 2020)
2. UFC 3-301-01, STRUCTURAL ENGINEERING (1 OCTOBER 2019)
3. IBC 2018, INTERNATIONAL BUILDING CODE
4. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES
5. IEBC 2018, INTERNATIONAL EXISTING BUILDING CODE
6. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
7. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
DESIGN LOADS:
1. BUILDING RISK CATEGORY II
2. ROOF CHILLER UNIT WEIGHT 10 KIPS
3. ROOF PLATFORM LIVE LOAD 60 PSF
4. ROOF LIVE LOAD 20 PSF
5. SNOW LOADS
A. GROUND SNOW LOAD, Pg 25 PSF B. IMPORTANCE FACTOR, Is 1.0 C. EXPOSURE FACTOR, Ce 1.0 D. THERMAL FACTOR, Ct 1.0 E. FLAT ROOF SNOW LOAD, Pf 18 PSF
F. MINIMUM UNIFORM DESIGN LOAD 20 PSF
DELEGATED DESIGN:
THE CONTRACTOR'S LICENSED PROFESSIONAL ENGINEER MUST DESIGN AND DETAIL THE FOLLOWING ITEMS TO MEET THE
PERFORMANCE AND DESIGN CRITERIA ESTABLISHED BY THE CONTRACT DOCUMENTS.
1. PLATFORM LADDER.
STRUCTURAL STEEL:
1. STRUCTURAL STEEL MUST CONFORM TO THE FOLLOWING DESIGNATIONS, UON:
A. W SHAPES ASTM A992
B. ROUND, RECTANGULAR & SQUARE HSS ASTM A500, GRADE C
C. OTHER STEEL (PLATES, CHANNELS, ETC.) ASTM A36
2. WELDING ELECTRODES AND FLUXES MUST CONFORM TO ONE OF THE SPECIFICATIONS OF THE AWS LISTED IN STRUCTURAL WELDING CODE - STEEL, AWS D1.1. ELECTRODES MUST HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI. FILLET WELDS MUST HAVE A MINIMUM SIZE OF 1/4", UON. INCREASE THE EFFECTIVE THROAT OF THE WELD TO MAINTAIN THE REQUIRED WELD SIZE WHEN PARTS JOINED BY FILLET
WELDS ARE SEPARATED. THE ROOT OPENING MUST NOT EXCEED 3/16"
3. BOLTED CONNECTIONS MUST HAVE A MINIMUM OF (2) 3/4" DIAMETER HIGH STRENGTH BOLTS.
4. HOT-DIPPED GALVANIZE STEEL MEMBERS.
5. PROVIDE ZINC COATED (GALVANIZED) BOLTS, NUTS, AND WASHERS TO CONNECT GALVANIZED STEEL MEMBERS.
6. DO NOT CUT OPENINGS IN STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL FROM THE COR.
POST INSTALLED ANCHORS:
1. ANCHORING TO CONCRETE: TYPE AND SIZE AS INDICATED.
A. MECHANICAL ANCHORS:
a. MECHANICAL ANCHORS USED IN CONCRETE MUST HAVE BEEN TESTED AND PREQUALIFIED FOR PERFORMANCE IN CRACKED AND
UNCRACKED CONCRETE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193, INCLUDING SEISMIC SHEAR AND TENSION.
b. EXPANSION ANCHORS: WEDGE TYPE, TORQUE CONTROLLED ANCHORS.
B. ADHESIVE ANCHORS:
a. ANCHORS CONSISTING OF AN INSERT AND CARTRIDGE TYPE, TWO COMPONENT, EPOXY OR HYBRID ADHESIVE DISPENSED AND
MIXED THROUGH A STATIC MIXING NOZZLE PROVIDED BY THE ADHESIVE MANUFACTURER.
b. ADHESIVE MUST HAVE BEEN TESTED AND PREQUALIFIED FOR PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE IN
ACCORDANCE WITH ICC-ES AC308, INCLUDING SEISMIC SHEAR & TENSION, HORIZONTAL AND OVERHEAD INSTALLATIONS, AND LONG
TERM CREEP.
ABBREVIATIONS
& AND
@ AT
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ARCH ARCHITECT or ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS
AWS AMERICAN WELDING SOCIETY
B/ BOTTOM OF
BLDG BUILDING
BOT BOTTOM
BTWN BETWEEN
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
COORD COORDINATE
COR CONTRACTING OFFICER'S REPRESENTATIVE
D DEPTH
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
(E) EXISTING
EA EACH
EL ELEVATION
ELEC ELECTRIC or ELECTRICAL
EQ EQUAL
EQUIP EQUIPMENT
EX EXISTING
EXT EXTERIOR
FDN FOUNDATION
FLR FLOOR
FP FIRE PROTECTION
FT FOOT or FEET
FTG FOOTING
HS HIGH STRENGTH
HT HEIGHT
HVAC HEATING, VENTILATING, AND AIR CONDITIONING
IN INCH
INFO INFORMATION
K KIPS (1000 POUNDS)
L LENGTH
LB(S) POUND(S)
LL LIVE LOAD
LLV LONG LEG VERTICAL
MANUF MANUFACTURE(R)
MAX MAXIMUM
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL AND PLUMBING
MIN MINIMUM
No. or # NUMBER
NTS NOT TO SCALE
OC ON CENTER
OPNG OPENING
OPP OPPOSITE or OPPOSITE HAND
PLUMB PLUMBING
PSF POUND PER SQUARE FOOT
PSI POUND PER SQUARE INCH
REBAR REINFORCING STEEL BARS
REF REFERENCE
REINF REINFORCEMENT or REINFORCING
REQD REQUIRED
REV REVISION
SCHED SCHEDULE
SHT SHEET
SIM SIMILAR
SOG SLAB-ON-GRADE
SPEC SPECIFICATION
STL STEEL
STRUC STRUCTURAL
T/ TOP OF
THK THICK or THICKNESS
THRU THROUGH
TMS THE MASONRY SOCIETY
TOS TOP OF SLAB
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
WT WEIGHT
WWR WELDED WIRE REINFORCING
CAST-IN-PLACE CONCRETE:
1. CONCRETE MUST HAVE NORMAL WEIGHT COARSE AGREGATES CONFORMING TO ASTM C33, TYPE II OR I/II CEMENT CONFORMING TO ASTM C150, MUST HAVE MINIMUM COMPRESSIVE STRENGTH (F'C) OF 4,000 PSI AT 28 DAYS UON, AND MEET THE AC1 318 REQUIREMENTS FOR
CONCRETE EXPOSURE CATEGORY F0.
2. CONCRETE REINFORCING:
A. PLAIN WELDED WIRE ASTM A1064, SUPPLIED IN FLAT SHEETS.
B. DEFORMED BARS ASTM A615, GRADE 60 UON.
3. CONCRETE COVER OVER REINFORCING MUST BE AS FOLLOWS, UON:
A. CONCRETE CAST AGAINST & PERMANENTLY IN CONTACT WITH THE GROUND: 3"
B. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND
a. #5 & SMALLER: 1 1/2"
b. #6 & LARGER: 2"
C. CONCRETE SLABS NOT EXPOSED TO EARTH OR WEATHER: 3/4"
4. SPLICE REINFORCING BARS PER ACI 318 WITH CLASS B TENSION LAP SPLICES
5. WWR MUST BE LAP SPLICED PER ACI 318 AND TIED SECURELY.
6. DOWELS MUST MATCH SIZE AND SPACING AND CLASS B TENSION LAP SPLICED WITH THE MAIN REINFORCEMENT, UON.
7. DO NOT WELD OR FIELD BEND REINFORCING UNLESS INDICATED OR APPROVED IN WRITING BY THE COR. DO NOT HEAT REBAR WITH A TORCH
IN THE FIELD.
8. CHAMFER ALL EXPOSED CORNERS 3/4", UON.
BAR
SIZE
REINFORCING BAR DEVELOPMENT
LENGTHS (IN) f'c = 4000 PSI
#3 #4
TOP BARS
CASE
#5 #6 #7 #8 #9
CASE
OTHER BARS
CASE
CASE
TABLE NOTES:
A. "TOP BARS" ARE DEFINED AS BARS IN WHICH THE DEPTH OF CONCRETE
CAST IN ONE LIFT BENEATH THE BARS EXCEEDS 12 INCHES.
B. CASE 1: CLEAR SPACING OF BARS DEVELOPED OR SPLICED NOT LESS
THAN Db, CLEAR COVER NOT LESS THAN Db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN CODE MINIMUM; OR CLEAR SPACING OF BARS NOT LESS THAN 2Db AND CLEAR COVER NOT LESS THAN Db.
C. CASE 2: BARS DEVELOPED OR SPLICED NOT MEETING THE
REQUIREMENTS OF CASE 1.
D. SPLICE LENGTHS: CLASS B TENSION SPLICE = 1.3XLd, 12" MIN
6. SEISMIC LOADS
A. Ss 0.18 B. S1 0.047
C. SITE CLASS (ASSUMED) D
D. SDS 0.19
E. SD1 0.08
F. DESIGN CATEGORY B
7. WIND LOADS
A. BASIC WIND SPEED 113 MPH
B. EXPOSURE CLASSIFICATION C
C. INTERNAL PRESSURE COEFFICIENT ±0.18
2. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS. EXERCISE CARE IN DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR EMBEDDED ITEMS. NOTIFY THE COR IF REINFORCING STEEL OR OTHER EMBEDDED
ITEMS ARE ENCOUNTERED DURING DRILLING.
3. INSTALL ANCHORS IN DRY HOLES IN ACCORDANCE WITH MANUFACTURER’S PRINTED INSTRUCTIONS. EMBED ANCHORS INTO THE SUBSTRATE AS
INDICATED IN THE POST-INSTALLED ANCHOR SCHEDULE UON.
GRATING:
1. GRATING MUST HAVE BANDED EDGES.
2. STEEL GRATING: ASTM A 1011.
3. PROVIDE SADDLE CLIPS AND MACHINE BOLTS AT 24 INCHES ON CENTER MINIMUM (MINIMUM 4 PER SECTION OF GRATING- 2 PER BEARING SIDE), UON.
4. GALVANIZE GRATING.
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
S-001
TT
12865891
CM CM
DVM
1684363
CSS
JRR
MBL
ST
RU
CT
UR
AL
G
EN
ER
AL
N
O
TE
S
AN
D
AB
BR
EV
IA
TI
O
NS
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
SY
M
DE
SC
RI
PT
IO
N
DA
TE
23 24 25
R
Q
R
Q
23 24 25
R
Q
(E ) W
(E ) W
(E) W12
(E) W12
(E) W12
20' - 6"
6"
8' - 8"
TYP
TYP
8 10
E
D
C
8 10
E
D
C
8 10
E
D
C
6"
6"
20' - 6"
TYP
B3 S-501
1/8" = 1' - 0" 0 5' 10' 15' 30'
1/4" = 1' - 0" 0 5' 10' 15'1'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
SD101
TT
12865892
CM CM
DVM
1684363
CSS
JRR
MBL
DE
M
O
LI
TI
O
N
PL
AN
S
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES
DEMOLITION KEYNOTES#
1/4" = 1'-0"C1 ROOF PLATFORM FRAMING DEMOLITION PLAN
BEAM DEMOLITION
METAL GRATING
WALL DEMOLITION
1. ELEVATIONS SHOWN FROM REFERENCE DATUM, UON.
2. SEE S-001 FOR GENERAL NOTES AND ABBREVIATIONS.
3. COORDINATE DIMENSIONS WITH ARCH, MECH, ELEC, PLUMB, AND FP
DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS.
4. TOP OF CONCRETE COLUMN ELEVATION IS ± 16' - 8".
5. TOP OF PLATFORM STEEL AND EXISTING PLATFORM STEEL
ELEVATION IS ± 20' - 2".
1. REMOVE EXISTING METAL GRATING.
2. REMOVE EXISTING W12 BEAMS AND BOLTED CONNECTIONS.
3. DEMOLISH CMU WALL FOR DOOR OPENING, COORDINATE LOCATION
AND EXTENTS WITH ARCH DRAWINGS.
1. EXISTING CONCRETE BUILDING COLUMN.
2. EXISTING W8 PLATFORM COLUMN.
3. ROOF EDGE.
4. WIRE BRUSH REPAIR ENTIRE LENGTH OF BEAM AND REPAINT THE
BEAM WITH AN EXTERIOR GRADE, RUST PREVENTING PAINT.
5. EX 8" CMU WALL, VIF.
6. EX ROOFTOP MECHANICAL UNIT, REFER TO MECHANICAL.
SYMBOLS
1/8" = 1'-0"A1 GROUND FLOOR AREA A
SY
M
DE
SC
RI
PT
IO
N
DA
TE
23 24 25 26
K
J
H
20' - 6" 8' - 8" 10' - 8"
6"
6"
C1 S-501
TYP
TYP
7 8
E
D
C
20' - 6"
6"
6"
C1 S-501
TYP
TYP
TYP
1/8" = 1' - 0" 0 5' 10' 15' 30'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
S-101
TT
12865893
CM CM
DVM
1684363
CSS
JRR
MBL
ST
RU
CT
UR
AL
E
Q
UI
PM
EN
T
PA
D
PL
AN
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
1/8" = 1'-0"B3 GROUND FLOOR EQUIPMENT PADS- AREA B
1/8" = 1'-0"B1 GROUND FLOOR EQUIPMENT PADS- AREA A
1. ELEVATIONS SHOWN FROM REFERENCE DATUM, UON.
2. SEE S-001 FOR GENERAL NOTES AND ABBREVIATIONS.
3. COORDINATE EQUIPMENT PAD LOCATIONS AND DIMENSIONS WITH
MECHANICAL DRAWINGS AND MANUFACTURER'S
RECOMMENDATIONS.
N
1. EXISTING CONCRETE COLUMN.
2. EXISTING SLAB-ON-GRADE. TOP OF SLAB ELEVATOIN = 0' - 0".
3. EXISTING SLAB EDGE.
4. 6" THICK CONCRETE EQUIPMENT PAD. COORDINATE LOCATIONS WITH
MECHANICAL DRAWINGS.
SY
M
DE
SC
RI
PT
IO
N
DA
TE
23 24 25
R
Q
6' - 6" * 7' - 0" *
W
X5
(E ) W
X5
(E ) W
X5
C2 S-501
W
X5
* COORDINATE DIMENSIONS WITH EQUIPMENT MANUFACTURER
W12X50
W12X50
3'
- 1
0"
6'
- 5
6'
- 5
3'
- 1
0"
7' - 0"
W
X5
W
X5
W12X50
6"
20' - 6"
TYP
TYP
B1 S-501
1/4" = 1' - 0" 0 5' 10' 15'1'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
S-102
TT
12865894
CM CM
DVM
1684363
CSS
JRR
MBL
RO
O
F
PL
AT
FO
RM
F
RA
M
IN
G
P
LA
NS
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
1/4" = 1'-0"C1 ROOF PLATFORM FRAMING PLAN
1. ELEVATIONS SHOWN FROM REFERENCE DATUM, UON.
2. SEE S-001 FOR GENERAL NOTES AND ABBREVIATIONS.
3. COORDINATE DIMENSIONS WITH ARCH, MECH, ELEC, PLUMB, AND FP
DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS.
4. TOP OF CONCRETE COLUMN ELEVATION IS ± 16' - 8".
5. TOP OF PLATFORM STEEL AND EXISTING PLATFORM STEEL
ELEVATION IS ± 20' - 2".
1. EXISTING CONCRETE BUILDING COLUMN BELOW.
2. EXISTING W8 PLATFORM COLUMN.
3. CHILLER EQUIPMENT, SEE MECHANICAL.
4. ROOF EDGE.
5. 19-W-4 (1 x 3/16) STEEL RECTANGULAR BAR GRATING.
6. GUARDRAIL AROUND THREE SIDES OF GRATING. SEE S-501 FOR
DETAILS.
7. PLATFORM LADDER. SEE A2/S-501 FOR DETAILS.
N
SYMBOLS
ONE-WAY GRATING SPAN
METAL GRATING
SY
M
DE
SC
RI
PT
IO
N
DA
TE
ADHESIVE ANCHORS, REFER
TO EQUIP SHOP DRAWINGS
FOR TYPE, SIZE, PROJECTION
AND LOCATION. MIN 3" EMBED
INTO EXISTING SLAB.
ROUGHEN TO 1/4" AMPLITUDE
& APPLY BONDING AGENT
T/ EX SLAB EL
SEE PLAN
6" M
IN
SEE NOTE BELOW
MIN
6"
#3 @ 12" OC
NOTE: COORDINATE PAD LOCATIONS AND SIZE WITH MECHANICAL
DRAWINGS AND EQUIP MANUFACTURER'S RECOMMENDATIONS
3/4" CHAMFER, TYP
1 1
/2" C
LR
EX CONC SOG
T/STEEL EL
SEE PLAN
STEEL BEAM
SEE PLAN
PL 3/8 X 4 X 0'-9"
(3) 3/4" DIA
HS BOLTS
2 1/2"
1/4 1/4
EX STEEL BEAM
SEE PLAN
NOTE: CONNECTION IS SINGLE-PLATE ON ONE SIDE
1 1 /2"
T
YP
3" T
YP
4' - 0"1' - 5 1/2" MAX
T/STEEL EL
SEE PLAN
STEEL BEAM
SEE PLAN
1 1/2" DIA STD PIPE
GUARDRAIL TYP
CONT TOE
PL 1/4X4
STIFFENER PLATE
B1 S-501
1 1/2" DIA STD PIPE
POST TYP
EQ
EQ
4 1 /2"
3'
- 2
T/STEEL EL
SEE PLAN
STEEL BEAM
SEE PLAN
1/4
POST
STIFFENER
PLATE
STEEL BEAM
SEE PLAN
BAR GRATING
SEE PLAN
3/8" THK
STIFFENER PLATE
POST
CONT TOE
PL 1/4X4
CONT TOE
PL 1/4X4
BAR GRATING
SEE PLAN
SECTION PLAN
3/16 3/16
3/16
3/163 SIDES
TYP
T/EX SOG
EL = 0' - 0"
CMU WALL OPENING PROCEDURE:
1. LOCATE THE OPENING AND LINTEL TO DAMAGE AS
FEW EXISTING REBARS AS POSSIBLE.
COORDINATE LOCATION AND EXTENTS OF
OPENING WITH ARCH.
2. GROUT ONE CELL WIDE BENEATH THE BEARINGS
AT EACH END OF LINTEL.
3. SLOT/CUT HALF THE WALL THICKNESS
4. SLIDE THE FIRST ANGLE INTO THE WALL.
5. SLOT/CUT THE SECOND HALF OF WALL THICKNESS
6. SLIDE IN THE SECOND ANGLE.
7. SAW CUT THE SIDES OF THE OPENING.
8. REMOVE MASONRY.
9. WELD PLATE TO ANGLES. 7'
- 2
L4X3-1/2X3/8
LLV EA SIDE
CONT PL 1/4X6
8" MIN 3' - 2" * 8" MIN
EX 8" CMU WALL
DOOR OPNG
8" BEARING MIN, TYP
* DENOTES ROUGH OPENING. COORDINATE WITH ARCH AND DOOR MANUFACTURER.
3/16 1-12 3/16 1-12
T/STEEL EL
SEE PLAN
EX CONC SLAB
2' - 0"2" CLR 2" CLR
EX ROOFING, VIF
LADDER ATTACHMENT
SEE MANUF
PLATFORM LADDER
EX PLATFORM BEAM
GUARDRAILSTOE PLATE
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
S-501
TT
12865895
CM CM
DVM
1684363
CSS
JRR
MBL
ST
RU
CT
UR
AL
S
EC
TI
O
NS
A
ND
D
ET
AI
LS
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
NTS (S-101)C1 INTERIOR EQUIPMENT PAD DETAIL
NTS (S-102)C2 BEAM CONNECTION DETAIL
NTSA1 GUARDRAIL DETAIL
NTS (S-102)B1 GUARDRAIL CONNECTION
NTS (SD101)B3 MASONRY LINTEL DETAIL
NTSA2 GUARDRAIL DETAIL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
DOOR NUMBER
(REFER TO DOOR SCHEDULE)
DOOR TAG
ARCHITECTURAL SYMBOLS
WINDOW TYPE LETTER
WINDOW TYPE TAG
SPECIALITY ITEM NUMBER
SPECIALITY ITEM TAG
PARTITION TYPE DESIGNATION
(REFER TO PARTITION SCHEDULE)
PARTITION TYPE TAG
PARTITION IN PLAN
ROOM
A1 A-301
ROOM TAG
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL TAG
ROOM NAME
ROOM NUMBER
A-401 INTERIOR ELEVATION
TAG
INTERIOR ELEVATION NUMBER
SHEET WHERE DRAWN
EXTERIOR ELEVATION
TAG
ELEVATION NUMBER
DIRECTION OF VIEW
SHEET WHERE DRAWN
A1 A-301
WALL / PARTIAL
BUILDING SECTION
TAG
SECTION NUMBER
SHEET WHERE DRAWN
A1 A-301
BUILDING SECTION
TAG
SECTION NUMBER
SHEET WHERE DRAWN
A1 A-301
BUILDING
NEW WORK
KEYNOTE TAG
KEYNOTE NUMBER
DEMO
KEYNOTE TAG
KEYNOTE NUMBER
A-901 PHOTOGRAPH TAG
PHOTOGRAPH NUMBER
SHEET WHERE SHOWN
A1
A-501
A1
A1
A1
B
A1
MATERIALS LEGEND
CONCRETE MASONRY UNIT
CAST-IN-PLACE CONCRETE
STEEL
BATT/LOOSE FILL INSULATION
RIGID INSULATION
WOOD - ROUGH
WOOD BLOCKING
EIFS - PAINTED
CMU - PAINTED
SECTION ELEVATION
CMU - PAINTED - ACCENT
GLAZED BLOCK
GLAZING
SPANDREL GLAZING / STEEL PANEL
CONCRETE FOUNDATION
EARTH / COMPACT FILL
POROUS FILL / GRAVEL
ALUMINUM
BRICK
GYPSUM BOARD
PLYWOOD
SAND / MORTAR / PLASTER
ACOUSTICAL TILE CEILING
CERAMIC TILE
FINISHED WOOD
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
A-001
PS
12865896
TLS CG
DVM
1684363
CSS
JRR
MBL
AR
CH
IT
EC
TU
RA
L
NO
TE
S
AN
D
SY
M
BO
LS
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
1. ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE
UNLESS OTHERWISE NOTED.
2 ALL MATERIALS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS
SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT.
3 ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND
SECTIONS MUST BE CONTINUOUS UNLESS SPECIFICALLY NOTED OTHERWISE.
4 VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH
THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±". ALL
DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTING OFFICER IN WRITING.
5 DEMOLITION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INDICATED
ON THE ARCHITECTURAL DRAWINGS IS NOT INTENDED TO INCLUDE ALL
NECESSARY DEMOLITION WORK FOR THESE ITEMS. REFER TO PLUMBING,
MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL
INFORMATION.
6 DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF GWB, FACE OF
MASONRY OR FACE OF EXISTING SURFACES UNLESS OTHERWISE NOTED.
7 STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND
AT ONCE, REPORT TO THE ARCHITECT ANY ERRORS AND INCONSISTENCIES
OR OMISSIONS DISCOVERED. ANY CONSTRUCTION ACTIVITY PERFORMED
KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION
IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT,
THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR SUCH PERFORMANCE
AND WILL BEAR THE AMOUNT OF THE COST OF THE CONSTRUCTION.
SIM SIMILAR
SPC SUSPENDED PLASTER CEILING
SPEC SPECIFICATION
SQ SQUARE
STD STANDARD
STOR STORAGE
STR STRAIGHT STRIKE / STRINGERS
SUSP SUSPENDED
T&B TOP AND BOTTOM
TEL TELEPHONE
THRES THRESHOLD
THRU THROUGH
TOS TOP OF SLAB / STEEL
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V VOLT
VAR VARIATION
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VENT VENTILATION / VENTILATOR
VERT VERTICAL
VEST VESTIBULE
VS VENT STACK
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
W WASTE / WATT / WEST / WIDE
W/ WITH
W/O WITHOUT
WC WATER CLOSET / WALL COVERING
WD WOOD
WH WATER HEATER
WP WATERPROOFING / WEATHERPROOF / WORKING
POINT
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE FABRIC
XRMR TRANSFORMER
OC ON CENTER
OD OUTSIDE DIAMETER / DIMENSION
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPT OPTIONAL
PCT PERCENT
PEJ PREMOLDED EXPANSION JOINT
PL PROPERTY LINE
PLAS PLASTER / PLASTIC
PLYWD PLYWOOD
PNL PANEL
PRELIM PRELIMINARY
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT
QT QUARRY TILE
R RADUIS / RISER
RA RETURN AIR
RAD RETURN AIR DUCT
RB RESILIENT BASE
RD ROOF DRAIN / ROAD
REFL REFLECT
REFR REFRIGERATION
REINF REINFORCE
REQD REQUIRED
REV REVISION
RF RESILIENT FLOORING
RL ROOF LEADER
RM ROOM
RND ROUND
RO ROUGH OPENING
RS ROUGH SAWN
RT RIGHT
S SOUTH
SAPC SUSPENDED ACOUSTICAL PANEL CEILING
SCHED SCHEDULE
SECT SECTION
SF SQUARE FOOT
SH SHINGLES / SINGLE HUNG
GA GAUGE
GALV GALVANIZED
GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED
GL GLASS / GROUND LEVEL
GR GROSS
GSU GLAZED STRUCTURAL UNIT
GYP GYPSUM
H HIGH
HB HOSE BIB
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
HVY HEAVY
ID INSIDE DIAMETER
INSUL INSULATION / INSULATED
INT INTERIOR
J-BOX JUNCTION BOX
JAN JANITOR CLOSET
LAV LAVATORY
LB POUND
LT LIGHT
MACH MACHINE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFG MANUFACTURING
MIN MINIMUM / MINUTE
MISC MISCELLANEOUS
ML MATCH LINE
MO MASONRY OPENING / MOTOR OPERATED
MTD MOUNTED
MTG MOUNTING / MEETING
MTL METAL
MWP MEMBRANE WATERPROOFING
N NORTH
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OUTSIDE AIR
CPT CARPET / COMMON PATH OF TRAVEL
CT CERAMIC TILE
CTR CENTER
D DEPTH / DEEP
DEG DEGREE
DEMO DEMOLITION
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DR DRAIN
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
E EAST
EA EACH
EIFS EXTERIOR INSULATION & FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC / ELECTRICAL
EPDM ETHLENE PROPYLENE DIEN MONOMER
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION / EXPOSED / EXPAND
EXT EXTERIOR
FD FLOOR DRAIN
FDTN FOUNDATION
FF FINISH FACE
FG FIGURE
FHC FIRE HOUSE CABINET
FIN FLR FINISHED FLOOR
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUB / FACE OF SLAB
FR FRAME / FIRE RATING / FIRE RESISTANT
FT FOOT, FEET
FTG FOOTING
AB ANCHOR BOLT
ACS PNL ACCESS PANEL
ADJ ADJUST
ALT ALTERNATE, ALTITUDE
ALUM ALUMINUM
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECT
ASPH ASPHALT
ATC ACOUSTICAL TILE CEILING
BD BOARD
BLDG BUILDING
BLW BELOW
BM BEAM
BOS BOTTOM OF SLAB / STEEL
BOT BOTTOM
BRG BEARING
BSMT BASEMENT
BTWN BETWEEN
C TO C CENTER TO CENTER
CAB CABINET
CEM CEMENT
CER CERAMIC
CI CAST IRON
CIP CAST IRON PIPE
CJ CONTROL / CONSTRUCTION JOINT
CLG CEILING
CLG REG CEILING REGISTER
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNDS CONDENSATE
CNSTR CONSTRUCTION
CNTR CNTR
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONN CONNECT
CONT CONTINUE / CONTINUOUS
CORR CORRIDOR
ARCHITECTURAL ABBREVIATIONS
GENERAL NOTES
SY
M
DE
SC
RI
PT
IO
N
DA
TE
SP
SP
SP
SP
SP
DR
DR
DR
M M M
MMM
C
C
O
O
O
O
O
OO
O
O
1 2 3 4 5 6 7 8 10
F
E
D
C
11" 10' - 7" 8' - 8" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6"
6"
6"
6"
A3
AD111
2 2 2
A.F.F.9'-0"
A.F.F.10'-4"
A.F.F.10'-3 1/2"
A.F.F.8'-0"
A.F.F.9'-5 1/2"
DEMOLITION PLAN LEGEND
EXISTING TO REMAIN
TO BE DEMOLISHED
1. FOR OTHER DISCIPLINES' DEMOLITION, REFER TO THE RESPECTIVE
DEMOLITION DRAWINGS
2. REMOVE BASE FOR MECHANICAL UNITS IN ITS ENTIRETY, INCLUDING BUT
NOT LIMITED TO CMU BLOCK BASE AND WOOD BASE BOARD.
3. REMOVE AND REINSTALL SYSTEMS FURNISHINGS. COORDINATE
TEMPORARY STORAGE WITH THE CONTRACTING OFFICER.
4. PROVIDE ADEQUATE PROTECTION FOR EXISTING CARPET TO REMAIN.
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
AD111
PS
12865897
TLS CG
DVM
1684363
CSS
JRR
MBL
DE
M
O
LI
TI
O
N
FI
RS
T
FL
O
O R
-J
AS
SE
M
BL
Y
RO
O M
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
4' 8' 16'0' 1/8" =1'-0"
1/8" = 1'-0"B1 DEMOLITION REFLECTED CEILING PLAN - J6 ASSEMBLY ROOM
1 REMOVE CEILING IN ITS ENTIRETY
2 REMOVE POLYCARBONATE GLAZING PANEL AND ASSOCIATED INTAKE
GASKETS, SEALANTS AND MISCELLANEOUS ITEMS IN THEIR ENTIRETY.
CLEAN AND PREPARE TO RECEIVE WORK AS INDICATED. EXISTING WINDOW
FRAMES MUST REMAIN
3 REMOVE FURRING PARTITION AS NECESSARY TO INSTALL THE WORK
4 REMOVE HORIZONTAL PARTITION AS NECESSARY TO INSTALL THE WORK
5 REMOVE FURRING AND SHEATHING IN ITS ENTIRETY
6 REMOVE EXISTING WINDOW TRIMS ABOVE AND BELOW WINDOW
1/4" = 1'-0" (AD111)A3 DEMOLITION WALL SECTION AT CORRIDOR
2' 4' 8'0'
1/4" =1'-0"
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
N
# DEMOLITION KEYNOTES
SY
M
DE
SC
RI
PT
IO
N
DA
TE
V V
V V
V
T30
SP
SP
SP
SP
SP
SP
SP
SP SP
SP SP
DR
PP
PP
PP
PP
PP
PP
2322 24 25 26
L
K
J
H
G
F
E
A.F.F.8'-0" A.F.F.9'-5"
A.F.F.7'-10"
A.F.F.9'-6"
A.F.F.8'-5"
A.F.F.8'-0"
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5" A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
20' - 6" 20' - 6" 8' - 8" 10' - 8"
6"
6"
6"
6"
6"
6"
11"
A3
AD112
AD112
C3
D3
AD112
AD112
B3
DEMOLITION PLAN LEGEND
EXISTING TO REMAIN
TO BE DEMOLISHED
A3
AD112
1. FOR OTHER DISCIPLINES' DEMOLITION, REFER TO THE RESPECTIVE
DEMOLITION DRAWINGS
2. REMOVE BASE FOR MECHANICAL UNITS IN ITS ENTIRETY, INCLUDING BUT
NOT LIMITED TO CMU BLOCK BASE AND WOOD BASE BOARD.
3. REMOVE AND REINSTALL SYSTEMS FURNISHINGS. COORDINATE
TEMPORARY STORAGE WITH THE CONTRACTING OFFICER.
4. PROVIDE ADEQUATE PROTECTION FOR EXISTING CARPET TO REMAIN.
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
AD112
WS
12865898
TLS CG
DVM
1684363
CSS
JRR
MBL
DE
M
O
LI
TI
O
N
FI
RS
T
FL
O
O R
-D
CS
O O
FF
IC
E
AR
EA
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
4' 8' 16'0' 1/8" =1'-0"
1/8" = 1'-0"A1 DEMOLITION REFLECTED CEILING PLAN - DCSO OFFICE AREA
1 REMOVE CEILING IN ITS ENTIRETY
2 REMOVE POLYCARBONATE GLAZING PANEL AND ASSOCIATED INTAKE
GASKETS, SEALANTS AND MISCELLANEOUS ITEMS IN THEIR ENTIRETY.
CLEAN AND PREPARE TO RECEIVE WORK AS INDICATED. EXISTING WINDOW
FRAMES MUST REMAIN
3 REMOVE LOUVER AND ASSOCIATED FASTENERS, GASKETS, SEALANTS AND
MISCELLANEOUS ITEMS IN THEIR ENTIRETY. CLEAN AND PREPARE TO
RECEIVE WORK AS INDICATED
4 REMOVE HOLLOW METAL DOOR AND FRAMES AND ASSOCIATED, GROUT,
FASTENERS AND MISCELLANEOUS ITEMS IN THEIR ENTIRETY. LEAVE CLEAN
AND PREPARED TO RECEIVE NEW WORK AS INDICATED
1/4" = 1'-0" (AD112)A3
DEMOLITION WALL SECTION - MECHANICAL
ROOM 2' 4' 8'0'
1/4" =1'-0"
1/4" = 1'-0" (A-102)D3
DEMOLITION MECHANICAL ROOM WINDOW
ELEVATION
1/4" = 1'-0" (AD112)C3 ENLARGED DEMOLITION PLAN
1/4" = 1'-0" (AD112)B3 ENLARGED DEMOLITION PLAN
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
N
# DEMOLITION KEYNOTES
SY
M
DE
SC
RI
PT
IO
N
DA
TE
1 2 3 4 5 6 7 8 10
F
E
D
C 11
6"
6"
6"
11" 10' - 7" 8' - 8" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6"
BREAK ROOM
EQUIPMENT ROOM
VEST.
STORAGE
STORAGE
20' - 0"
5 1/2"
0"
0"
0"
0"
8' - 0"
AC-MECHANICAL RM
5 1/2"
OA
OA
2'
- 0
A1 A-310
A2 A-310
A-310 A3
OE
CORRIDOR
J6 ASSEMBLY ROOM
OE
OE
LEGEND
EXISTING PARTITION TO REMAIN
NEW PARTITION
1. PATCH HOLES AND CHIPS CAUSED BY REMOVAL OF MECHANICAL
EQUIPMENT AND PIPING AND PAINT ENTIRE CMU WALL
1/8" = 1' - 0" 0 5' 10' 15' 30'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
A-101
PS
12865899
TLS CG
DVM
1684363
CSS
JRR
MBL
PA
RT
IA
L
FI
RS
T
FL
O O
R
PL
AN
J6 A
SS
EM
BL
Y
RO
O
M
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
1/8" = 1'-0"A1 PARITAL FIRST FLOOR PLAN - J6 ASSEMBLY ROOM
1 PATCH AND PAINT ENTIRE INTERIOR FACE OF EXPOSED CMU WALL
2 AIR HANDLER, REFER TO MECHANICAL DRAWINGS
3 PATCH AND PAINT GWB TO MATCH ADJACENT IN KIND
4 PROVIDE NEW WINDOW TRIMS TO MATCH ADJACENT EXISTING TO REMAIN
WINDOWS IN KIND
5 ELECTRICAL PANEL, SEE ELECTRICAL
6 INSTALL DOOR IN EXISTING WALL, SEE STRUCTURAL DRAWINGS
7 FIRE EXTINGUISHER, SEE FIRE PROTECTION DRAWINGS
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
N
SY
M
DE
SC
RI
PT
IO
N
DA
TE
2322 24 25 26
L
K
J
H
G
F
E
6"
6"
6"
6"
6"
6"
20' - 6" 20' - 6" 8' - 8" 10' - 8" 11"
CORRIDOR
CIVIL AIR PATROL
MECHANICAL RM
STAIR
MECHANICAL RM
CONFERENCE RM
DSCO OFFICE AREA
OFFICE
OFFICE
OFFICE
OFFICE
CONFERENCE RM
C1 A-310
TOILET
RM
A-310 C3
C2 A-310
TOILET RM
TOILET RM
VESTIBULE
OA
LEGEND
EXISTING PARTITION TO REMAIN
NEW PARTITION
1. PATCH HOLES AND CHIPS CAUSED BY REMOVAL OF MECHANICAL
EQUIPMENT AND PIPING AND PAINT ENTIRE CMU WALL
1/8" = 1' - 0" 0 5' 10' 15' 30'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
A-102
PS
12865900
TLS CG
DVM
1684363
CSS
JRR
MBL
PA
RT
IA
L
FI
RS
T
FL
O O
R
PL
AN
-D
CS
O
O
FF
IC
E
AR
EA
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
1/8" = 1'-0"A1 PARTIAL FIRST FLOOR PLAN - DCSO OFFICE AREA
1 INFILL DEMOLISHED DOOR OPENING WITH METAL STUD FRAMING AND
GYPSUM WALL BOARD, PAINT TO MATCH ADJACENT IN KIND
2 AIR HANDLER, REFER TO MECHANICAL DRAWINGS
3 PROVIDE HM FRAMED CASED OPENING
4 ELECTRICAL PANEL, SEE ELECTRICAL
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
N
SY
M
DE
SC
RI
PT
IO
N
DA
TE
O
O
O
O
O
OO
O
O
SP
SP
SP
SP
SP
DR
DR
DR
M M
C
M
M
C
MM
1 2 3 4 5 6 7 8 10
F
E
D
C
BREAK ROOM
EQUIPMENT ROOM
VEST.
STORAGE
STORAGE
AC-MECHANICAL RM
A.F.F.8'-0"
A.F.F.10'-4"
A.F.F.9'-0"
A.F.F.10'-3 1/2"
6"
6"
6"
10' - 7" 8' - 8" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6" 20' - 6"11"
CORRIDOR
A.F.F.9'-5 1/2"
J6 ASSEMBLY ROOM
REFLECTED CEILING PLAN LEGEND
SYMBOL DESCRIPTION
2' - 0" X 2' - 0" ACOUSTICAL CEILING TILE, ACT-1.
CEILING SUPPLY DIFFUSER. REFER TO MECHANICAL
DRAWINGS.
CEILING RETURN OR EXHAUST. REFER TO MECHANICAL
DRAWINGS.
NO CEILING - EXPOSED TO ROOF DECK ABOVE.
AREA NOT IN CONTRACT
FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR
(X'-X")
2' - 0" X 4' - 0" ACOUSTICAL CEILING TILE, ACT-2
2' - 0" X 4' - 0" CEILING LIGHT. REFER TO ELECTRICAL
SPRINKLER HEAD. REFER TO FIRE PROTECTION
EXIT SIGN. REFER TO ELECTRICAL DRAWINGS.
ELECTRICAL CEILING DEVICE. REFER TO ELECTRICAL
DRAWINGS.X
OCCUPANCY SENSOR. REFER TO ELECTRICAL
DRAWINGS.
O
1. CEILING GRIDS MUST BE CENTERED ON ROOM/SPACE U.N.O.
2. FIXTURES, DIFFUSERS, GRILLS, SPRINKLER HEADS, SPEAKERS, OR OTHER
DEVICES MUST BE LOCATED IN THE CENTER OF A CEILING TILE OR CENTER
OF A PANEL INSCRIBED ON A TILE U.N.O.
3. NON ARCHITECTURAL DISCIPLINE CEILING SCOPE IS SHOWN FOR
REFERENCE ONLY, REFER TO RESPECTIVE DISCIPLINE FOR COMPLETE
SCOPE
1/8" = 1' - 0" 0 5' 10' 15' 30'
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.:
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
D E
PA
R
TM
E
N T
O F
TH
E
N
AV
Y
A B
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C P
H
IL
A D
EL
P
H
IA
, P A
A-105
PS
12865901
TLS CG
DVM
1684363
CSS
JRR
MBL
PA
RT
IA
L
FI
RS
T
FL
O O
R
RE
FL
EC
TE
D
CE
IL
IN
G
P
LA
N -J
AS
SE
M
BL
Y
RO
O
M
N
AV
AL
S
U
PP
O R
T
AC
TI
VI
TY
P
H
IL
A D
EL
PH
IA
N
SA
P
BU
IL
D
IN
G
FI
RS
T
FL
O O
R H
VA
C
R
EP
LA
C
EM
EN
TS
1/8" = 1'-0"A1 PARTIAL FIRST FLOOR CEILING PLAN - J6 ASSEMBLY ROOM
1 INDICATES START POINT FOR TILES
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
N
SY
M
DE
SC
RI
PT
IO
N
DA
TE
DR
PP
SP
SP
SP
SP
SP
PP
PP
PP
PP SP
SP
SP SP
SP SP
PP
REFLECTED CEILING PLAN LEGEND
SYMBOL DESCRIPTION
2' - 0" X 2' - 0" ACOUSTICAL CEILING TILE, ACT-1.
CEILING SUPPLY DIFFUSER. REFER TO MECHANICAL
DRAWINGS.
CEILING RETURN OR EXHAUST. REFER TO MECHANICAL
DRAWINGS.
NO CEILING - EXPOSED TO ROOF DECK ABOVE.
AREA NOT IN CONTRACT
FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR
(X'-X")
2' - 0" X 4' - 0" ACOUSTICAL CEILING TILE, ACT-2
2' - 0" X 4' - 0" CEILING LIGHT. REFER TO ELECTRICAL
SPRINKLER HEAD. REFER TO FIRE PROTECTION
EXIT SIGN. REFER TO ELECTRICAL DRAWINGS.
ELECTRICAL CEILING DEVICE. REFER TO ELECTRICAL
DRAWINGS.X
OCCUPANCY SENSOR. REFER TO ELECTRICAL
DRAWINGS.
O
2322 24 25 26
L
K
J
H
G
F
E
A.F.F.8'-0"
A.F.F.7'-10"
A.F.F.9'-6"
A.F.F.8'-0"
CIVIL AIR PATROL
MECHANICAL RM
STAIR
MECHANICAL RM
CONFERENCE RM
DSCO OFFICE AREA
OFFICE
OFFICE
OFFICE
OFFICE
CONFERENCE RM
6"
6"
6"
6"
6"
6"
20' - 6" 20' - 6" 8' - 8" 10' - 8" 11"
C1 A-310
C2 A-310
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5" A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
A.F.F.8'-5"
TOILET RM
TOILET RM
VESTIBULE
CORRIDOR
A.F.F.9'-5"
A.F.F.8'-5"
1. CEILING GRIDS MUST BE CENTERED ON ROOM/SPACE U.N.O.
2. FIXTURES, DIFFUSERS, GRILLS, SPRINKLER HEADS, SPEAKERS, OR OTHER
DEVICES MUST BE LOCATED IN THE CENTER OF A CEILING TILE OR CENTER
OF A PANEL INSCRIBED ON A TILE U.N.O.
3. NON ARCHITECTURAL DISCIPLINE CEILING SCOPE IS SHOWN FOR
REFERENCE ONLY, REFER TO RESPECTIVE DISCIPLINE FOR COMPLETE
SCOPE
1/8" = 1' - 0" 0 5' 10' 15' 30'
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .