W9128A-19-B-0002_Am-0003_Drawings_Part1.pdf
PDF 5 MB Posted
- Attached to
- Repair Building 3004, Schofield Barracks, Hawaii
- Solicitation number
- W9128A19B0002
About this file
Am-0003 Drawings - Part 1
View the file
Other files
Show all 18
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
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS RELATING TO THE PROJECT BEFORE COMMENCING
WITH THE REQUIRED WORK.
CONTRACTOR SHALL PROMPTLY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES AND/OR CONDITIONS
WHICH PREVENT HIM FROM FULFILLING THE TERMS OF THE CONTRACT.
CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND/OR REMOVAL WORK. PATCHING SHALL
MATCH THE FINISH OF THE ADJACENT SURFACES.
THE WORD "REPLACE" MEANS THAT THE CONTRACTOR SHALL REMOVE EXISTING WORK AND PROVIDE NEW WORK AS
DETAILED OR NOTED ON THE DRAWINGS.
ALL WORK INDICATED SHALL BE NEW WORK UNLESS OTHERWISE INDICATED "EXISTING."
ALL ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGE TO ITEMS AND MATERIALS TO REMAIN. ALL SUCH DAMAGES SHALL BE SATISFACTORILY REPAIRED AT NO ADDITIONAL COST TO
THE GOVERNMENT.
ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE THE LIMITS OF GOVERNMENT
PROPERTY.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
G-002
SH
EE
T
IN
D
EX
F Y
R E P
AI
R
B L D
G
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, H
A W
AI
I H
O N
O L U
LU
D
IS
TR
IC
T
FT
. S
H
AF
TE
R
, H
AW
A I I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
TO TO
, R
S, K
C
BC
M
AY
RTA SUBMITTAL
SHEET NO SHEET NAME REV
G-001 COVER SHEET
G-002 SHEET INDEX 3
G-003 SHEET INDEX 3
GENERAL
CIVIL
SHEET NO SHEET NAME REV
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 TYPICAL SLAB-ON-GRADE DETAILS
S-004 TYPICAL REINFORCING DETAILS
S-005 TYPICAL CONCRETE WALL DETAILS
S-006 TYPICAL CONCRETE WALL AND STEEL BEAM CONNECTION DETAILS
S-007 TYPICAL FOUNDATION AND SLAB DETAILS
SD101 FOUNDATION DEMOLITION PLAN 3
SD102 SECOND AND THIRD FLOOR DEMOLITION PLAN 3
SB101 FOUNDATION PLAN 3
SB102 FOUNDATION PLAN
SB401 PARTIAL ENLARGED ELEVATOR AND STAIR FOUNDATION PLAN
SB501 STRUCTURAL FOUNDATION DETAILS
SB502 STRUCTURAL FOUNDATION DETAILS
SB503 STRUCTURAL FOUNDATION DETAILS
SF101 SECOND FLOOR FRAMING PLAN 3
SF102 SECOND FLOOR FRAMING PLAN 3
SF103 THIRD FLOOR FRAMING PLAN 3
SF104 THIRD FLOOR FRAMING PLAN 3
SF105 ROOF FRAMING PLAN
SF106 ROOF FRAMING PLAN
SF301 STAIR SECTION
SF401 STAIR PLAN
SF501 STRUCTURAL DETAILS
SF502 STRUCTURAL DETAILS
SF503 STAIR DETAILS
SF504 HVAC EQUIPMENT PLATFORM
SA001 GENERAL AT NOTES
SA101 AT PLAN 3
SA501 AT DETAILS 3
STRUCTURAL
SHEET NO SHEET NAME REV
AD111 PARTIAL THIRD FLOOR DEMOLITION CEILING PLAN - PLAN WEST
AD112 PARTIAL THIRD FLOOR DEMOLITION CEILING PLAN - PLAN EAST
AD113 PARTIAL ROOF DEMOLITION PLAN - PLAN WEST
AD114 PARTIAL ROOF DEMOLITION PLAN - PLAN EAST
AD201 DEMOLITION EXTERIOR ELEVATIONS
AD202 DEMOLITION EXTERIOR ELEVATIONS
AD203 DEMOLITION EXTERIOR ELEVATIONS
AD204 DEMOLITION EXTERIOR ELEVATIONS
A-100 ARCHITECTURAL SITE PLAN
A-101 PARTIAL GROUND FLOOR PLAN - PLAN WEST
A-102 PARTIAL GROUND FLOOR PLAN - PLAN EAST
A-103 PARTIAL SECOND FLOOR PLAN - PLAN WEST
A-104 PARTIAL SECOND FLOOR PLAN - PLAN EAST
A-105 PARTIAL THIRD FLOOR PLAN - PLAN WEST
A-106 PARTIAL THIRD FLOOR PLAN - PLAN EAST
A-107 PARTIAL GROUND FLOOR CEILING PLAN - PLAN WEST
A-108 PARTIAL GROUND FLOOR CEILING PLAN - PLAN EAST
A-109 PARTIAL SECOND FLOOR CEILING PLAN - PLAN WEST
A-110 PARTIAL SECOND FLOOR CEILING PLAN - PLAN EAST
A-111 PARTIAL THIRD FLOOR CEILING PLAN - PLAN WEST
A-112 PARTIAL THIRD FLOOR CEILING PLAN - PLAN EAST
A-113 PARTIAL ROOF PLAN - PLAN WEST
A-114 PARTIAL ROOF PLAN - PLAN EAST
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-203 EXTERIOR ELEVATIONS
A-204 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 BUILDING SECTIONS
A-401 WALL SECTIONS
A-402 ENLARGED PLANS AND SECTION - STAIR
A-403 ENLARGED PLANS AND SECTION - ELEVATOR
A-404 ENLARGED PLANS - EXPANSION JOINTS
A-406 ENLARGED PLAN AND REFLECTED CEILING PLAN - RESTROOMS RM 103/104
A-407 INTERIOR ELEVATIONS - RESTROOMS RM 103/104
A-408 ENLARGED PLAN AND REFLECTED CEILING PLAN - RESTROOMS RM 132/134
A-409 INTERIOR ELEVATIONS - RESTROOMS RM 132/134
A-410 ENLARGED PLAN AND REFLECTED CEILING PLAN - SECOND FLOOR RESTROOMS (THIRD
FLOOR RESTROOMS SIM)
A-411 INTERIOR ELEVATIONS - SECOND FLOOR RESTROOMS (THIRD FLOOR RESTROOMS SIM)
A-412 ENLARGED PLAN, REFLECTED CEILING PLAN, INTERIOR ELEVATIONS - SECOND AND
THIRD FLOOR COMMAND RESTROOMS
A-413 ENLARGED PLAN AND INTERIOR ELEVATIONS - BREAK RM 126, JAN 239
A-414 MECHANICAL EQUIPMENT ENCLOSURE - PLAN, SECTION, DETAILS
A-501 ROOF DETAILS
A-502 ROOF DETAILS
A-503 WALL TYPES
A-504 WALL TYPES
A-505 CERAMIC TILE DETAILS
A-506 CEILING DETAILS
A-507 STAIR DETAILS
A-508 ROOF ACCESS LADDER DETAILS
A-509 ELEVATOR DETAILS
A-512 EXPANSION JOINT DETAILS
A-513 MILLWORK DETAILS
A-520 DOOR DETAILS
A-521 DOOR DETAILS
A-522 DOOR DETAILS
A-530 WINDOW DETAILS
A-531 WINDOW DETAILS
A-601 DOOR SCHEDULE - GROUND FLOOR 3
A-602 DOOR SCHEDULE - SECOND FLOOR
A-603 DOOR SCHEDULE - THIRD FLOOR, DOOR TYPES 3
A-604 WINDOW SCHEDULE - GROUND FLOOR, WINDOW TYPES
A-605 WINDOW SCHEDULE - SECOND FLOOR
A-606 WINDOW SCHEDULE - THIRD FLOOR
AF601 ROOM FINISH SCHEDULE - GROUND FLOOR 3
AF602 ROOM FINISH SCHEDULE - SECOND FLOOR 3
AF603 ROOM FINISH SCHEDULE - THIRD FLOOR 3
AF604 ROOM FINISH CODE SCHEDULE
AG101 PARTIAL GROUND FLOOR SIGNAGE PLAN - PLAN WEST
AG102 PARTIAL GROUND FLOOR SIGNAGE PLAN - PLAN EAST
AG103 PARTIAL SECOND FLOOR SIGNAGE PLAN - PLAN WEST
AG104 PARTIAL SECOND FLOOR SIGNAGE PLAN - PLAN EAST
AG105 PARTIAL THIRD FLOOR SIGNAGE PLAN - PLAN WEST
AG106 PARTIAL THIRD FLOOR SIGNAGE PLAN - PLAN EAST
AG601 SIGNAGE SCHEDULE
AJ101 AIR BARRIER PLANS
AJ102 AIR BARRIER PLANS
AJ103 AIR BARRIER PLANS
AJ301 AIR BARRIER SECTIONS
AJ302 AIR BARRIER SECTIONS
AJ501 AIR BARRIER DETAILS
SHEET NO SHEET NAME REV
A-001 GENERAL NOTES, ABBREVIATIONS 3
AD101 PARTIAL GROUND FLOOR DEMOLITION PLAN - PLAN WEST 3
AD102 PARTIAL GROUND FLOOR DEMOLITION PLAN - PLAN EAST 3
AD103 PARTIAL SECOND FLOOR DEMOLITION PLAN - PLAN WEST 3
AD104 PARTIAL SECOND FLOOR DEMOLITION PLAN - PLAN EAST 3
AD105 PARTIAL THIRD FLOOR DEMOLITION PLAN - PLAN WEST 3
AD106 PARTIAL THIRD FLOOR DEMOLITION PLAN - PLAN EAST 3
AD107 PARTIAL GROUND FLOOR DEMOLITION CEILING PLAN - PLAN WEST
AD108 PARTIAL GROUND FLOOR DEMOLITION CEILING PLAN - PLAN EAST
AD109 PARTIAL SECOND FLOOR DEMOLITION CEILING PLAN - PLAN WEST
AD110 PARTIAL SECOND FLOOR DEMOLITION CEILING PLAN - PLAN EAST
ARCHITECTURAL - CONTINUED
SHEET NO SHEET NAME REV
BJ000 BORING LOG SITE PLAN
BJ001 BORING LOG-1
BJ002 BORING LOG-2
V-001 EXISTING CONDITIONS
C-001 NOTES, LEGENDS, SYMBOLS AND ABBREVIATIONS
C-002 WATER NOTES
C-003 EROSION CONTROL PLAN
C-004 EROSION CONTROL DETAILS
C-005 EROSION CONTROL NOTES
C-006 CONTRACTOR'S HAUL ROUTE
CD101 DEMOLITION PLAN 3
CG101 GRADING PLAN
CG102 GRADING PLAN - 2
CS101 SITE PLAN
CS102 PAVEMENT MARKING PLAN
CS501 SITE DETAILS - 1
CS502 STRIPING AND SIGNAGE DETAILS - 1
CS503 STRIPING AND SIGNAGE DETAILS - 2
CS504 SITE DETAILS - 2
CU101 UTILITY PLAN - 1 3
CU102 UTILITY PLAN - 2
CU201 UTILITY PROFILES 1
CU202 UTILITY PROFILES 2
CU203 UTILITY PROFILES 3
CU501 TRENCH BACKFILL AND RESTORATION DETAILS
CU502 DRAIN DETAILS - 1
CU503 DRAIN DETAILS - 2
CU504 DRAIN DETAILS - 3
CU505 DRAIN DETAILS - 4
CU506 DRAIN DETAILS - 5
CU507 WATER METER DETAILS
CU508 SEWER DETAILS
CU509 WATER DETAILS
Am
-0
8/
/1
ARCHITECTURAL
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
G-003
SH
EE
T
IN
D
EX
F Y
R E P
AI
R
B L D
G
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, H
A W
AI
I H
O N
O L U
LU
D
IS
TR
IC
T
FT
. S
H
AF
TE
R
, H
AW
A I I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
TO TO
, R
S, K
C
BC
M
AY
RTA SUBMITTAL
Am
-0
8/
/1
SHEET NO SHEET NAME REV
P-001 PLUMBING GENERAL NOTES AND LEGEND
PD101 PARTIAL GROUND FLOOR SANITARY SEWER AND VENT PIPING DEMOLITION PLAN - PLAN
WEST
PD102 PARTIAL GROUND FLOOR SANITARY SEWER AND VENT PIPING DEMOLITION PLAN - PLAN
EAST
PD103 OVERALL SECOND FLOOR SANITARY SEWER AND VENT PIPING DEMOLITION PLAN
PD104 OVERALL THIRD FLOOR SANITARY SEWER AND VENT PIPING DEMOLITION PLAN
PD105 OVERALL PLUMBING DEMOLITION ROOF PLAN
PD106 OVERALL GROUND FLOOR DOMESTIC WATER PIPING DEMOLITION PLAN
PD107 OVERALL SECOND FLOOR DOMESTIC WATER PIPING DEMOLITION PLAN
PD108 OVERALL THIRD FLOOR DOMESTIC WATER PIPING DEMOLITION PLAN
PP101 PARTIAL GROUND FLOOR PLUMBING PLAN - PLAN WEST 3
PP102 PARTIAL GROUND FLOOR PLUMBING PLAN - PLAN EAST 3
PP103 PARTIAL SECOND FLOOR PLUMBING PLAN - PLAN WEST
PP104 PARTIAL SECOND FLOOR PLUMBING PLAN - PLAN EAST
PP105 PARTIAL THIRD FLOOR PLUMBING PLAN - PLAN WEST
PP106 PARTIAL THIRD FLOOR PLUMBING PLAN - PLAN EAST
PP107 PARTIAL ROOF PLUMBING PLAN - PLAN WEST
PP108 PARTIAL ROOF PLUMBING PLAN - PLAN EAST
PP401 PLUMBING ENLARGED PLANS 3
PP402 PLUMBING ENLARGED PLANS
PP403 PLUMBING ENLARGED PLANS
PP501 PLUMBING DETAILS
PP502 PLUMBING DETAILS
PP503 PLUMBING DETAILS
PP601 PLUMBING EQUIPMENT SCHEDULES
PP901 PARTIAL PLUMBING DOMESTIC WATER - ISOMETRIC WEST
PP902 PARTIAL PLUMBING DOMESTIC WATER - ISOMETRIC EAST
PP903 PARTIAL GROUND, SECOND, AND THIRD FLOOR PLUMBING WASTE & VENT - ISOMETRIC
WEST
PP904 PARTIAL GROUND, SECOND, AND THIRD FLOOR PLUMBING WASTE & VENT - ISOMETRIC
EAST
PLUMBING
MECHANICAL
SHEET NO SHEET NAME REV
M-001 HVAC NOTES AND LEGEND
M-101 MECHANICAL SITE PLAN
MD101 PARTIAL GROUND FLOOR MECHANICAL DEMOLITION PLAN - PLAN WEST
MD102 PARTIAL GROUND FLOOR MECHANICAL DEMOLITION PLAN - PLAN EAST
MD103 PARTIAL SECOND FLOOR MECHANICAL DEMOLITION PLAN - PLAN WEST
MD104 PARTIAL SECOND FLOOR MECHANICAL DEMOLITION PLAN - PLAN EAST
MD105 PARTIAL THIRD FLOOR MECHANICAL DEMOLITION PLAN - PLAN WEST
MD106 PARTIAL THIRD FLOOR MECHANICAL DEMOLITION PLAN - PLAN EAST
MD107 PARTIAL MECHANICAL DEMOLITION ROOF PLAN - PLAN WEST
MD108 PARTIAL MECHANICAL DEMOLITION ROOF PLAN - PLAN EAST
MH101 PARTIAL GROUND FLOOR HVAC PLAN - PLAN WEST
MH102 PARTIAL GROUND FLOOR HVAC PLAN - PLAN EAST
MH103 PARTIAL SECOND FLOOR HVAC PLAN - PLAN WEST
MH104 PARTIAL SECOND FLOOR HVAC PLAN - PLAN EAST
MH105 PARTIAL THIRD FLOOR HVAC PLAN - PLAN WEST
MH106 PARTIAL THIRD FLOOR HVAC PLAN - PLAN EAST
MH107 PARTIAL ROOF HVAC PLAN - PLAN WEST
MH108 PARTIAL ROOF HVAC PLAN - PLAN EAST
MH301 HVAC PARTIAL BUILDING SECTIONS
MH302 HVAC PARTIAL BUILDING SECTIONS
MH401 MECHANICAL ENLARGED PLAN, SECTIONS, AND ISOMETRIC
MH402 MECHANICAL ENLARGED PLAN, SECTIONS, AND ISOMETRIC
MH403 MECHANICAL ENLARGED PLAN, SECTIONS, AND ISOMETRIC
MH404 MECHANICAL ENLARGED PLAN, SECTIONS, AND ISOMETRIC
MH405 MECHANICAL ENLARGED PLAN, SECTIONS, AND ISOMETRIC
MH406 MECHANICAL ENLARGED PLAN, SECTIONS, AND ISOMETRIC
MH407 MECHANICAL ENLARGED PLAN, SECTIONS, AND ISOMETRIC
MH501 VAV AHU & TERMINAL UNIT SCHEMATIC AND CONTROL DIAGRAMS
MH502 DOAS SCHEMATIC AND CONTROL DIAGRAMS
MH503 FCU, FAN, AND DEHUMIDIFIER SCHEMATIC AND CONTROL DIAGRAMS
MH504 CHILLER SCHEMATIC AND CONTROL DIAGRAM
MH505 DDC SYSTEM ARCHITECTURE SCHEMATIC, NOTES, AND CHILLED WATER DISTRIBUTION
NOTES
MH506 HVAC DETAILS
MH507 HVAC DETAILS
MH508 HVAC DETAILS
MH601 HVAC SCHEDULES
MH602 HVAC SCHEDULES
MH603 HVAC SCHEDULES
MH901 HVAC PIPING ISOMETRIC - GROUND FLOOR
MH902 HVAC PIPING ISOMETRIC - SECOND FLOOR, THIRD FLOOR, ROOF
SHEET NO SHEET NAME REV
E-001 ELECTRICAL SYMBOLS, GENERAL NOTES, AND ABBREVIATIONS
ES101 ELECTRICAL SITE DEMOLITION PLAN
ES102 ELECTRICAL SITE NEW PLAN
ES501 ELECTRICAL SITE DETAILS I
ES502 ELECTRICAL SITE DETAILS II
ED101 PARTIAL GROUND FLOOR ELECTRICAL DEMOLITION PLAN - PLAN WEST
ED102 PARTIAL GROUND FLOOR ELECTRICAL DEMOLITION PLAN - PLAN EAST
ED103 PARTIAL SECOND FLOOR ELECTRICAL DEMOLITION PLAN - PLAN WEST
ED104 PARTIAL SECOND FLOOR ELECTRICAL DEMOLITION PLAN - PLAN WEST
ED105 PARTIAL THIRD FLOOR ELECTRICAL DEMOLITION PLAN - PLAN WEST
ED106 PARTIAL THIRD FLOOR ELECTRICAL DEMOLITION PLAN - PLAN EAST
ED111 PARTIAL GROUND FLOOR LIGHTING DEMOLITION PLAN - PLAN WEST
ED112 PARTIAL GROUND FLOOR LIGHTING DEMOLITION PLAN - PLAN EAST
ED113 PARTIAL SECOND FLOOR ELECTRICAL DEMOLITION PLAN - PLAN WEST
ED114 PARTIAL SECOND FLOOR ELECTRICAL DEMOLITION PLAN - PLAN EAST
ED115 PARTIAL THIRD FLOOR ELECTRICAL DEMOLITION PLAN - PLAN WEST
ED116 PARTIAL THIRD FLOOR ELECTRICAL DEMOLITION PLAN - PLAN WEST
EP101 PARTIAL GROUND FLOOR POWER PLAN 1 - PLAN WEST
EP102 PARTIAL GROUND FLOOR POWER PLAN 1 - PLAN EAST
EP103 PARTIAL GROUND FLOOR POWER PLAN 2 AND 3 - PLAN EAST AND WEST
EP104 PARTIAL SECOND FLOOR POWER PLAN 1 - PLAN WEST
EP105 PARTIAL SECOND FLOOR POWER PLAN 1 - PLAN EAST
EP106 PARTIAL SECOND FLOOR POWER PLAN 2 AND 3 - PLAN EAST AND WEST
EP107 PARTIAL THIRD FLOOR POWER PLAN 1 - PLAN WEST
EP108 PARTIAL THIRD FLOOR POWER PLAN 1 - PLAN EAST
EP109 PARTIAL THIRD FLOOR POWER PLAN 2 AND 3 - PLAN EAST AND WEST
EP110 PARTIAL ROOF POWER PLAN 1 - PLAN EAST
EP111 PARTIAL ROOF POWER PLAN 1 - PLAN WEST 3
EP401 ENLARGED GROUND, SECOND AND THIRD FLOOR ELECTRICAL RM
EL101 PARTIAL GROUND FLOOR LIGHTING PLAN 1 - PLAN WEST
EL102 PARTIAL GROUND FLOOR LIGHTING PLAN 1 - PLAN EAST
EL103 PARTIAL GROUND FLOOR LIGHTING PLAN 2 AND 3 - PLAN EAST AND WEST
EL104 PARTIAL SECOND FLOOR LIGHTING PLAN 1 - PLAN WEST
EL105 PARTIAL SECOND FLOOR LIGHTING PLAN 1 - PLAN EAST
EL106 PARTIAL SECOND FLOOR LIGHTING PLAN 2 AND 3 - PLAN EAST AND WEST
EL107 PARTIAL THIRD FLOOR LIGHTING PLAN 1 - PLAN WEST
EL108 PARTIAL THIRD FLOOR LIGHTING PLAN 1 - PLAN EAST
EL109 PARTIAL THIRD FLOOR LIGHTING PLAN 2 AND 3 - PLAN EAST AND WEST
E-601 ONE-LINE DIAGRAM 1
E-602 ONE-LINE DIAGRAM 2
E-603 TYPICAL LIGHTING CONTROL WIRING DIAGRAM AND DEVICE SCHEDULE
E-701 PANEL SCHEDULES 1
E-702 PANEL SCHEDULES 2
E-703 PANEL SCHEDULES 3
E-704 PANEL SCHEDULES 4
E-705 LIGHTING FIXTURE SCHEDULES
ELECTRICAL
SHEET NO SHEET NAME REV
T-001 TELECOM SYMBOLS, GENERAL NOTES, AND ABBREVIATIONS
TD101 PARTIAL GROUND FLOOR COMM DEMOLITION PLAN - PLAN WEST
TD102 PARTIAL GROUND FLOOR COMM DEMOLITION PLAN - PLAN EAST
TD103 PARTIAL SECOND FLOOR COMM DEMOLITION PLAN - PLAN WEST
TD104 PARTIAL SECOND FLOOR COMM DEMOLITION PLAN - PLAN EAST
TD105 PARTIAL THIRD FLOOR COMM DEMOLITION PLAN - PLAN WEST
TD106 PARTIAL THIRD FLOOR COMM DEMOLITION PLAN - PLAN EAST
T-101 PARTIAL GROUND FLOOR COMM PLAN 1 - PLAN WEST
T-102 PARTIAL GROUND FLOOR COMM PLAN 1 - PLAN EAST
T-103 PARTIAL GROUND FLOOR COMM PLAN 2 AND 3 - PLAN EAST AND WEST
T-104 PARTIAL SECOND FLOOR COMM PLAN 1 - PLAN WEST
T-105 PARTIAL SECOND FLOOR COMM PLAN 1 - PLAN EAST
T-106 PARTIAL SECOND FLOOR COMM PLAN 2 - PLAN EAST
T-107 PARTIAL THIRD FLOOR COMM PLAN 1 - PLAN WEST
T-108 PARTIAL THIRD FLOOR COMM PLAN 1 - PLAN EAST
T-109 PARTIAL THIRD FLOOR COMM PLAN 2 - PLAN EAST
T-401 ENLARGED GROUND, SECOND AND THIRD FLOOR COMM RM
T-501 CABLE TRAY DETAILS
T-502 TYPICAL TELECOMMUNICATION OUTLET DETAILS
T-503 MISCELLANEOUS TELECOMMUNICATIONS DETAILS 1
T-504 MISCELLANEOUS TELECOMMUNICATIONS DETAILS 2
T-505 MISCELLANEOUS TELECOMMUNICATIONS DETAILS 3
T-506 MISCELLANEOUS TELECOMMUNICATIONS DETAILS 4
T-601 DATA/TELECOMMUNICATION RISER DIAGRAM
T-602 TELECOMMUNICATIONS GROUNDING DIAGRAM
T-603 CATV RISER DIAGRAM
TELECOMMUNICATIONS
SHEET NO SHEET NAME REV
F-001 BUILDING CODE SUMMARY
F-002 BUILDING CODE SITE PLAN
F-101 GROUND AND SECOND FLOOR - LIFE SAFETY PLAN
F-102 THIRD FLOOR - LIFE SAFETY PLAN
F-103 FIRE PROTECTION NOTES AND LEGEND
FD101 GROUND AND SECOND FLOOR - FIRE SPRINKLER DEMOLITION PLAN
FD102 THIRD FLOOR - FIRE SPRINKLER DEMOLITION PLAN
FD103 GROUND AND SECOND FLOOR - FIRE ALARM DEMOLITION PLAN
FD104 THIRD FLOOR - FIRE ALARM DEMOLITION PLAN
FX101 GROUND AND SECOND FLOOR - FIRE SPRINKLER PLAN
FX102 THIRD FLOOR - FIRE SPRINKLER PLAN
FX501 FIRE SPRINKLER DETAILS
FA101 PARTIAL GROUND FLOOR - FIRE ALARM/MASS NOTIFICATION PLAN - PLAN WEST
FA102 PARTIAL GROUND FLOOR - FIRE ALARM/MASS NOTIFICATION PLAN - PLAN EAST
FA103 PARTIAL SECOND FLOOR - FIRE ALARM/MASS NOTIFICATION PLAN - PLAN WEST
FA104 PARTIAL SECOND FLOOR - FIRE ALARM/MASS NOTIFICATION PLAN - PLAN EAST
FA105 PARTIAL THIRD FLOOR - FIRE ALARM/MASS NOTIFICATION PLAN - PLAN WEST
FA106 PARTIAL THIRD FLOOR - FIRE ALARM/MASS NOTIFICATION PLAN - PLAN EAST
FA501 FIRE ALARM/MASS NOTIFICATION DETAILS
FA601 FIRE ALARM/MASS NOTIFICATION SYSTEM SEQUENCE OF OPERATIONS
FA602 GROUND FLOOR FIRE ALARM/MASS NOTIFICATION SYSTEM RISER DIAGRAM
FA603 SECOND FLOOR FIRE ALARM/MASS NOTIFICATION SYSTEM RISER DIAGRAM
FA604 THIRD FLOOR FIRE ALARM/MASS NOTIFICATION SYSTEM RISER DIAGRAM
FIRE PROTECTION
1. ALL MATERIALS AND WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL
CONFORM TO THE DRAWING SPECIFICATIONS, AND THE INTERNATIONAL
BUILDING CODE 2015 EDITION.
2. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO
NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT
NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION
EQUIPMENT, WIND AND SEISMIC LOADING. ALL SHORING AND BRACING
SYSTEMS SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER HIRED
AND PAID FOR BY THE CONTRACTOR. OBSERVATIONS VISITS TO THE SITE BY
THE CONTRACTING OFFICER AND GOVERNMENT A/E SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS NOR RELIEVE THE CONTRACTOR OF HIS/HER
OBLIGATIONS, DUTIES AND RESPONSIBILITIES.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING THE
WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS INCLUDING EXISTING
STRUCTURES. ALL DISCREPANCIES SHALL BE CALLED TO ATTENTION OF THE
CONTRACTING OFFICER AND BE RESOLVED BEFORE PROCEEDING WITH THE
WORK.
4. PRIOR TO FABRICATION, SHOP DRAWINGS REQUIRED BY THE
SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CONTRACTOR
PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER.
5. OPENING SIZES AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE FOR
INFORMATION ONLY AND SHALL BE VERIFIED WITH THE APPROPRIATE DRAWING
AND/OR SUPPLIER BEFORE CONSTRUCTION.
A. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL
FLOOR AND WALL OPENINGS.
B. SEE MECHANICAL, PLUMBING AND ELECTRICAL, DRAWINGS FOR SIZE
AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND
PIPE SLEEVES.
C. OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN
STRUCTURAL DRAWINGS SHALL NOT BE PLACED WITHOUT WRITTEN
NOTIFICATION OF THE CONTRACTING OFFICER.
D. CONDUITS AND PIPES TO BE EMBEDDED IN CONCRETE SHALL SATISFY
THE REQUIREMENTS OF ACI 318-14 SECTION 6.3.
6. WHERE DISCREPANCIES, OMISSIONS AND/OR CONFLICTS ARISE BETWEEN
DRAWINGS, SPECIFICATIONS, BUILDING CODES, OR STANDARDS, CONTRACTOR
SHALL PROVIDE WRITTEN NOTIFICATION TO THE CONTRACTING OFFICER PRIOR
TO PROCEEDING WITH ANY WORK INVOLVED.
7. DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR
DETAILS OF THE STRUCTURAL DRAWINGS.
8. EXISTING CONDITIONS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE
FIELD VERIFIED BY THE CONTRACTOR BEFORE WORK IS BEGUN. PROVIDE
WRITTEN NOTIFICATION OF ANY DISCREPANCIES TO THE ARCHITECT BEFORE
PROCEEDING WITH THE WORK.
9. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS, SUPPORTS
AND ATTACHMENTS SHALL CONFORM WITH ASCE 7, CHAPTER 13. SEE DESIGN
CRITERIA FOR SEISMIC DESIGN CATEGORY. ISOLATORS, FASTENERS AND
OTHER ELEMENTS PROVIDING STABILITY FOR COMPONENTS SHALL BE
APPROVED BY ICC OR EQUIVALENT TESTING PROCEDURES. PROVIDE
SUSPENDED EQUIPMENT WITH APPROVED LATERAL OR SWAY BRACING. SEE
SPECIFICATIONS FOR RESPONSIBILITY OF BRACING DESIGN.
GENERAL NOTES:
DESIGN CRITERIA
1. THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE
INTERNATIONAL BUILDING CODE (IBC) 2015
2. THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE
FOLLOWING GOVERNMENT STANDARDS:
UFC 1-200-01,"GENERAL BUILDING REQUIREMENTS"
UFC 3-301-01, "STRUCTURAL ENGINEERING"
UFC 3-310-04, "SEISMIC DESIGN FOR BUILDINGS"
UFC 4-010-01, "DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS"
3. LIVE LOAD
A. CORRIDORS, STAIRS AND EXITS:-------------------------------- 100 PSF
B. ROOF LIVE LOAD:------------------------------------------------------- 20 PSF
C. MECHANICAL EQUIPMENT ROOM, GENERAL-------------- 125 PSF
D. OFFICE---------------------------------------------------------------------- 50 PSF E. LATRINES------------------------------------------------------------------ 75 PSF F. PARTITIONS--------------------------------------------------------------- 15 PSF
G. LIGHT STORAGE-------------------------------------------------------- 125 PSF
H. ARMS VAULT------------------------------------------------------------- 250 PSF
4. WIND DATA PER UFC 3-301-01:
A. RISK CATEGORY:-------------------------------------------------------- II
B. BASIC WIND SPEED:---------------------------------------------------- 130 MPH
C. WIND EXPOSURE:------------------------------------------------------- C
5. SEISMIC DATA PER UFC 3-301-01:
A. SHORT PERIOD------------------------0.550g
B. 1-SEC PERIOD -------------------------0.150g
C. SITE CLASS: C
D. IMPORTANCE FACTOR: 1.0
6. EQUIPMENT LOADS:
A. WHERE APPLICABLE, EQUIPMENT LOADS HAVE BEEN INCREASED FOR
IMPACT PER IBC 1607.9.
B. STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATORY
EQUIPMENT. PLACE VIBRATORY EQUIPMENT ON VIBRATION ISOLATORS.
C. LOADING OF MECHANICAL ROOMS ARE BASED ON WEIGHTS OF
ASSUMED EQUIPMENT AS INDICATED ON MECHANICAL DRAWINGS,
INCLUDING WEIGHTS ON CONCRETE PADS, WHERE INDICATED. REPORT
ANY PLANNED CHANGE IN TYPE, SIZE, LOCATION OR NUMBER OF
EQUIPMENT TO THE CONTRACTING OFFICER PRIOR TO ANY ACTION.
1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE GEOTECHNICAL
ENGINEERING EXPLORATION REPORT PREPARED BY GEOLABS DATED NOVEMBER
27, 2017. MATERIALS, EXCAVATION, BACKFILL, AND COMPACTION SHALL COMPLY
WITH SPECIFICATION SECTION 31 00 00 EARTHWORK.
2. GEOTECHNICAL DESIGN PARAMETERS:
ALLOWABLE BEARING PRESSURE 4,000 PSF
NEW FOUNDATIONS (1/3 TRANSIENT INCREASE)
COEFFICIENT OF FRICTION 0.4
PASSIVE PRESSURE 350 PCF
ACTIVE PRESSURE, UNRESTRAINED 34 PCF
ACTIVE PRESSURE, RESTRAINED 54 PCF
SITE CLASS C
3. FOUNDATIONS SHALL BEAR ON ON-SITE SOILS RECOMPACTED TO 90 PERCENT
RELATIVE COMPACTION. IF SOFT AND/OR LOOSE MATERIAL IS ENCOUNTERED AT THE
BOTTOM OF EXCAVATIONS, AREA SHOULD BE OVER-EXCAVATED TO EXPOSE FIRM
MATERIAL. OVER-EXCAVATION SHALL BE FILLED WITH SELECT GRANULAR MATERIAL
COMPACTED TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION.
4. SLAB SUBGRADE SOILS SHOULD BE SCARIFIED TO A DEPTH OF 8 INCHES,
MOISTURE-CONDITIONED TO AT LEAST 2 PERCENT ABOVE THE OPTIMUM MOISTURE
CONTENT, AND COMPACTED TO A MINIMUM 90 PERCENT RELATIVE COMPACTION
PRIOR TO PLACING THE NON-EXPANSIVE SELECT GRANULAR FILL. THE UNDERLYING
SUBGRADE SOIL AND SELECT GRANULAR FILL SHOULD BE WETTED AND KEPT MOIST
UNTIL THE FINAL PLACEMENT OF CUSHION FILLS AND SLAB CONCRETE.
FOUNDATIONDEMOLITION, REMOVAL AND
RELOCATION WORK:
1. THE CONSTRUCTION DRAWINGS INDICATE THE GENERAL EXTENT OF REQUIRED
DEMOLITION AND REMOVAL WORK. SEE ARCHITECTURAL, PLUMBING AND
ELECTRICAL DRAWINGS FOR DEMOLITION DRAWINGS.
2. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS (PRIOR TO BID)
TO DETERMINE THE EXTENT OF ALL REQUIRED DEMOLITION WORK. THE REMOVAL
OR DEMOLITION OF MATERIALS, ACCESSORIES, FIXTURES, ETC. SHALL BE
COMPLETE AND INCLUDE ALL RELATED ITEMS TO THE EXTENT THAT
CONSTRUCTION CAN BE PERFORMED AND COMPLETED WITHOUT ADDITIONAL
COST TO THE GOVERNMENT.
3. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO INSURE AGAINST DAMAGE
TO EXISTING ITEMS AND FEATURES REMAINING IN PLACE.
4. THE CONTRACTOR SHALL REMOVE EXISTING ITEMS AS DEEMED NECESSARY
SO THAT FUTURE WORK CAN BE PERFORMED AND ALSO, SO THAT ANY EXISTING
ITEM IS NOT DAMAGED WHEN FUTURE WORK IS PERFORMED. THE CONTRACTOR
SHALL ALSO INSTALL ANY OR ALL OF THE ITEMS, PATCH AND RESTORE
SURROUNDING SURFACES AS REQUIRED AS PART OF THE WORK ACCEPTABLE
TO THE CONTRACTING OFFICER.
5. ANY PORTION OF THE EXISTING UTILITIES THAT MUST BE REMOVED OR
OTHERWISE DISTURBED TO ACCOMPLISH THIS WORK CALLED FOR ON THE PLANS
SHALL BE RECONSTRUCTED, REPLACED OR RESTORED TO THE ORIGINAL
CONDITION AT THE CONTRACTORS OWN EXPENSE.
6. ANY WORK THAT INVOLVES STRENGTHENING OF EXISTING CONCRETE WALLS,
BEAMS OR SLABS, THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER OR
ARCHITECTURAL COVERING PRIOR TO INSTALLING CONCRETE STRENGTHENING
MATERIAL (i.e. NEW SHOTCRETE, NEW ADDITIONAL LAYER OF CONCRETE, NEW STEEL BEAMS, etc.) AS INDICATED ON THE PLANS.
1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE
INSTITUTE ACI 318
2. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE NORMAL WEIGHT HARD
ROCK TYPE (150#/CU, FT) PORTLAND CEMENT SHALL CONFORM TO ASTM C-150
TYPE I OR II. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING
LABORATORY AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR
REVIEW.
3. CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE
THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS:
A. SLAB ON GRADE 4,000 PSI
B. COLUMNS 4,000 PSI
C. SUSPENDED SLABS AND BEAMS 4,000 PSI
D. FOUNDATIONS 3,000 PSI
E. ALL OTHER CONCRETE 4,000 PSI
F. SHOTCRETE 4,000 PSI
4. CONCRETE MIX DESIGN SUBMITTAL SHALL STATE LOCATION OF STRUCTURE
WHERE MIX IS USED. MIX DESIGN SHALL BE SUBMITTED TO CONTRACTING
OFFICER FOR REVIEW PRIOR TO CONSTRUCTION.
5. WATER USED IN MIXING CONCRETE SHALL BE POTABLE, CLEAN AND FREE FROM
INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR
OTHER SUBTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL
REINFORCEMENT.
6. MAXIMUM AGGREGATE SIZE IN CONCRETE TOPPING AND RAMPS SHALL NOT
EXCEED 3/8".
7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL
BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE
BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING
IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE CONTRACTING
OFFICER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.
9. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE AN
ARCHITECTURAL FINISH SHALL BE APPROVED BY THE FINISH SUPPLIER BEFORE
USE.
10. CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER A SCHEDULE
SPECIFYING CONCRETE POURS IN UPCOMING THREE WEEKS.
11. CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL
NOT BE USED.
12. ALL ROUGHENED SURFACES IN CONCRETE SHALL BE MADE WITH A MINIMUM
AMPLITUDE OF 1/4".
13. SEE ARCHITECTURAL DRAWINGS FOR CHAMFERS, EDGE RADII, DRIPS, REGLETS,
FINISHES AND OTHER NON-STRUCTURAL ITEMS NOT SHOWN OR SPECIFIED ON THE
STRUCTURAL DRAWINGS.
14. NON-SHRINK GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE
OF DEVELOPING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND
5,000 PSI IN 28 DAYS.
15. LEAVE FORMWORK FOR BEAM SOFFITS, JOISTS, SLABS, AND OTHER
STRUCTURAL ELEMENTS THAT SUPPORT WEIGHT OF CONCRETE IN PLACE UNTIL
CONCRETE HAS ACHIVED ITS 28 DAY DESIGN COMPRESSIVE STRENGTH.
16. EPOXY ADHESIVE SHALL BE SIMPSON SET-XP, HILTI HIT-RE 500 V3, OR
APPROVED EQUAL ADHESIVE SHALL MEET ASTM C881 AND HAVE AN
ULTIMATE TENSILE STRENGTH OF 48 KIPS (#5 2,000 PSI, 9" EMBEDMENT).
CONCRETE
A.B.
ALT
APPROX
ARCH
BAL
BOT
BRG
CIP
CJ
CLR
COL.
CONC
CONN
CONT
COORD
CSJ
CTRD
CWB
DCJ
DIA
DO
DWG
E.F.
E.W.
EA
EJ
EL
EQ
FTG
GA
GALV
GR.
GSN
HORIZ
I.A.W.
KSI
LLH
LLV
LONG.
MAX
MECH
MFR
MIN
M.S.L.
NTS
OC
OPP
OH
Pa
PL
PSI
PJF
REINF
SIM
SPA
STD
STL
THK
T.O.
TOC
TRANS
TYP
U.O.N.
VERT
W.W.M.
W.P.
ANCHOR BOLT
ALTERNATE
APPROXIMATELY
ARCHITECTURAL
BALANCE
BOTTOM
BEARING
CENTERLINE
CAST-IN-PLACE
CONTROL JOINT
CLEARANCE
COLUMN
CONCRETE
CONNECTION
CONTINUOUS
COORDINATE
CONSTRUCTION JOINT
CENTERED
CAPILLARY WATERBARRIER
DOWELED CONSTRUCTION JOINT
DIAMETER
DITTO (REPEAT)
DRAWING
EACH FACE
EACH WAY
EACH
EXPANSION JOINT
ELEVATION
EQUAL
FOOTING
GAGE
GALVANIZED
GRADE
GENERAL STRUCTURAL NOTE
HORIZONTAL
IN ACCORDANCE WITH
KIPS PER SQUARE INCH
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MEAN SEA LEVEL
NOT TO SCALE
ON CENTER
OPPOSITE
OPPOSITE HAND
PASCAL
PLATE
POUNDS PER SQUARE INCH
PREMOLDED JOINT FILLER
REINFORCING
SIMILAR
SPACES
STANDARD
STEEL
THICK
TOP OF
TOP OF CONCRETE
TRANSVERSE
TYPICAL
UNLESS OTHERWISE NOTED
VERTICAL
WELDED WIRE MESH
WORK POINT
ABBREVIATIONS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
S-001
G
EN
ER
AL
S T R
U C
T U R
AL
N
O
TE
S
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
C Y
BH
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
AM
-0
A U
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
C
D
E
F
G
DEMOLISH PORTION
OF (E) CONC. WALL
SEE
DEMOLISH
PORTION OF
(E) CONC. WALL
SEE
DEMOLISH PORTION
OF (E) CONC. WALL
SEE
A4/S-005
A4/S-005
A4/S-005
DEMOLISH PORTION
OF (E) WALL FTG.
SHOWN , TYP.
DEMOLISH PORTION
OF (E) CONC. GRADE
BEAM
DEMOLISH (E) CONC. SLAB-
ON-GRADE THROUGHOUT
ENTIRE FACILITY
DEMOLISH PORTION OF
(E) CONC. FOUNDATION
(E) CONCRETE WALL TO BE
DEMOLISHED
(E) CONCRETE FOOTING OR TIE
BEAM TO BE DEMOLISHED
LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SD101
FO
U
N D
A T
IO
N D
EM
O
LI
TI
O N
P
LA
N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
D es ig ne r
Au th or
C he ck er
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
1/16" = 1'-0"D2 FOUNDATION AND FIRST FLOOR DEMOLITION PLAN
AM
-0
A U
G
1. SEE SHEET SD102 FOR 2ND AND 3RD FLOOR DEMOLITION
2. (E) MASONRY PARTITIONS W/ #4 AT 48" E.W. NOT SHOWN.
REMOVE REINFORCING DOWELS AND STEEL ANGLES
WHERE OCCURS. PROVIDE SLAB REPAIR/PATCHING
SIMILAR TO A8/S-005.
NOTES:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
DEMOLISH PORTION OF
CONC. SLAB AND BEAM
SHOWN TYP.
DEMOLISH PORTION OF
CONC. SLAB AND BEAM
SHOWN TYP.
DEMOLISH (E) STEEL BEAM
SHOWN TYP.
DEMOLISH
(E) CONC. SLAB
DEMOLISH (E) STEEL BEAM
SHOWN TYP.
DEMOLISH PORTION
OF CONC. SLAB FOR
MECH PIPING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
C
D
E
F
G
DEMOLISH PORTION OF
CONC. SLAB AND BEAM
SHOWN TYP.
DEMOLISH PORTION OF
CONC. SLAB AND BEAM
SHOWN TYP.
DEMOLISH PORTION
OF CONC. SLAB FOR
MECH PIPING
(E) CONCRETE WALL TO BE
DEMOLISHED
(E) CONCRETE SLAB TO BE
DEMOLISHED
(E) STEEL BEAM TO BE
DEMOLISHED
LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SD102
SE
C
O N
D A
N D
T H
IR
D
F
LO
O R
D
EM
O
LI
TI
O
N P
L A N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
D es ig ne r
Au th or
C he ck er
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
AM
-0
A U
G
1/16" = 1'-0"D2 THIRD FLOOR DEMOLITION PLAN
1/16" = 1'-0"A2 SECOND FLOOR DEMOLITION PLAN
NOTE:
(E) MASONRY PARTITIONS W/ #4 AT 48" E.W.
NOT SHOWN. REMOVE REINFORCING DOWELS
AND STEEL ANGLES WHERE OCCURS. PROVIDE
SLAB REPAIR/PATCHING SIMILAR TO A8/S-005.
1 2 3 4 5 6 7 8 9
B
C
D
E
F
G
E1
SB501
D8
SB502
SE
E
A1 /S
B1
M
AT
C H
LI
N
E
SE
E
A1 /S
B1
M
AT
C H
LI
N
E
E3
SB501
(E) 8" THK. CONC.
WALL, TYP.
8" THK. CONC. ARMS
VAULT WALLS, TYP.
EJ(E) CONC. COLUMN
AND FTG, TYP.(E) CONC. GRADE
BEAM AT (E) STAIR
CORE TO REMAIN, TYP.
CONC. SLAB-ON-
GRADE OVER FILL
SHOWN
MATCH BUILDING FINISH
FLOOR ELEVATION. SEE
NOTE 1.
W F-
W
F-
W F-
W F-
WF-1WF-1
WF-1
WF-1
W F-
W
F-
WF-2
WF-2
W F-
W F-
WF-2
TY
P.
2'
0"
8"X12" CONC. MULLION
SEE , TYP.
W F-
W F-
SLAB-ON-GRADE,
SEE NOTE 1
W F-
W
F-
6" THK. CONC. SLAB-
ON-GRADE, W/ #4 AT
12" O.C., E.W., AT
MID-DEPTH, TYP. AT
ARMS VAULTS
16" SQ. CONC. COL.
OVER (N) 6'-6" SQ. X 2'-0"
THK. FTG., TYP.
A1
SB501
E6
SA501
5" THK. CONC.
STOOP W/ #4
AT 12" O.C.,
E.W. MID-DEPTH
(E) CONC. GRADE
BEAM BELOW, TYP.
F7
SB501
TOF = -4.00'
TOF = -5.00'
TOF = -5.00' TOF = -4.00'
TOF = -4.00'
D1
SB502
A1
SF301
B1
SA501
WF-1
W F-
1 W F-
SUMP PIT, SEE
ARCH DWGS
TOF = -4.00'
A1
SB503
A1
SB502
TYP.
SB401
A1
CONC. EQUIP. PAD,
SEE C1/S-007, SIM.
SB502
A4
SB502
A6
WF-2
D6
SB503
8" THK. CONCRETE ARMS VAULT
WALL W/ #4 AT 9" O.C., STAGGERED
EA. FACE
(E) CONCRETE TO REMAIN
8" THK. CONCRETE WALL W/
#6 AT 16" O.C., E.W., CENTERED
2" DEEP DEPRESSED SLAB
CONC. SLAB-ON-GRADE OVER FILL
CONC. EQUIP. PAD
WF-1 WALL FOOTING
EXISTING FOOTING
NEW FOOTING
SLAB DEPRESSION
LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SB101
FO
U
N D
AT
IO
N P
LA
N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
C Y
JA
, B
H
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
1/8" = 1'-0"A3 PARTIAL FOUNDATION PLAN - PLAN WEST
KEY PLAN
NOT TO SCALE
1 8 9 16
C
G
A
04 8 16268
SCALE: 1/8"=1'-0"
TRUE NORTH
PLAN NORTH
NOTES:
1. 5" THK. SLAB-ON-GRADE W/ #4 AT 12" O.C.,
E.W. AT MID-DEPTH.
2. CONTRACTOR SHALL REMOVE ANY
EXISTING PLASTER OR ARCHITECTURAL
FINISH PRIOR TO INSTALLING ADDITIONAL
LAYER OF CONCRETE.
3. ALL ITEMS ARE NEW UNLESS NOTED AS
EXISTING, (E)
REFERENCE DRAWINGS:
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 TYPICAL SLAB-ON-GRADE DETAILS
S-004 TYPICAL REINFORCING DETAILS
S-005 TYPICAL CONCRETE WALL DETAILS
S-006 TYPICAL CONCRETE WALL DETAILS
S-007 TYPICAL FOUNDATION AND SLAB
DETAILS
AM
-0
A U
G
B
C
D
E
F
G
SE
E
A1 /S
F1
M
AT
C H
LI
N
E
SE
E
A1 /S
F1
M
AT
C H
LI
N
E
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E) CONC. BEAM
(E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM
(E) CONC.
BEAM
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
DO
(E) CONC. BEAM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM
(E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
DO DO DO DO DO DO DO DO
(E ) C
O N
C
BE
AM
16" SQ. CONC.
COLUMN
CONC. WALL
DO DO DO DO
DO
DO DO DO
DO DO DO DO DO DO DO DO
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
DO
DO
D O
D O
D O
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
8"X12" CONC. MULLION
SEE , TYP.
ARMS VAULT WALL
BELOW, TYP.
6" THK. ARMS VAULT
ROOF SLAB W/ #5 AT
9" O.C., E.W., BOT.
(E ) C
O N
C
BE
AM
D O
(E ) C
O N
C
BE
AM
W
X3
W
X3
INFILL (E) OPENING IN SLAB W/
2" x 20 GA. METAL DECK W/ 3"
CONCRETE TOPPING (5" TOTAL
THICKNESS) W/ #4 AT 12" O.C.,
E.W., AT MID-DEPTH
E6
SA501
8"X8" CONC. MULLION
SEE
E6
SA501
16" SQ. CONC.
COLUMN
C1
SF501
SIM.,
TYP.
C1
SF501
SIM.,
TYP.
C9
SF501
TYP.
F1
SF502
F7
SF502
A1
SF301
B1
SA501
B4
SA501
TYP.,
SIM.
SF401
D1
CONC. EQUIPMENT
PAD, SEE C1/S-007
6" W X 4" H CONC.
CURB, SEE C1/S-007
A1
SF501
A3
SF501
A6
SF501
TYP.
(E) CONCRETE TO REMAIN
CONCRETE WALL W/ #6 AT
16" O.C., E.W., CENTERED
METAL DECK W/ CONCRETE
TOPPING (LINE DIRECTION
NOTES METAL DECK SPAN
DIRECTION)
CONC. EQUIPMENT PAD,
SEE C1/S-007
CONC. CURB, SEE C1/S-007
LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SF101
SE
C
O N
D F
LO
O
R F
R
AM
IN
G
P
LA
N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
C Y
JA
, B
H
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
1/8" = 1'-0"A3 PARTIAL 2ND FLOOR FRAMING PLAN - PLAN WEST
TRUE NORTH
PLAN NORTH
04 8 16268
SCALE: 1/8"=1'-0"
AM
-0
A U
G
KEY PLAN
NOT TO SCALE
1 8 9 16
C
G
A
NOTES:
1. CONTRACTOR SHALL REMOVE ANY
EXISTING PLASTER OR ARCHITECTURAL
FINISH PRIOR TO INSTALLING ADDITIONAL
LAYER OF CONCRETE.
2. ALL ITEMS ARE NEW UNLESS NOTED AS
EXISTING, (E)
3. SEE DETAIL E1/SF501 FOR CONSTRUCTION
SEQUENCE OF NEW STEEL BEAMS.
4. SEE DETAIL E6/SF501 FOR CONNECTION
OF STEEL BEAM TO (E) CONCRETE
FRAMING.
REFERENCE DRAWINGS:
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-004 TYPICAL REINFORCING DETAILS
S-005 TYPICAL CONCRETE WALL DETAILS
S-006 TYPICAL CONCRETE WALL DETAILS
S-007 TYPICAL FOUNDATION AND SLAB
DETAILS
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
M
AT
C H
LI
N
E
SE
E
A1 /S
F1
SE
E
A1 /S
F1
M
AT
C H
LI
N
E
D O
D O
D O
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E) CONC. BEAM
(E ) C
O N
C
BE
AM(E) CONC. BEAM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
D O
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM
(E) CONC.
BEAM
(E) CONC. BEAM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
(E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM
DO DO DO DO DO DO DO
DO
(E ) C
O N
C
BE
AM
DO
CONC. WALL, TYP.
16" SQ. CONC.
COLUMN
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
DODODODODO
DO
DO
DO
DO DO DODODODODO
8"X12" CONC. MULLION
SEE , TYP.
ARMS VAULT WALL
BELOW, TYP.
ARMS VAULT CEILING
SLAB BELOW, TYP.
W
X3
W
X3
INFILL (E) OPENING IN SLAB W/
2" x 20 GA. METAL DECK W/ 3"
CONCRETE TOPPING (5" TOTAL
THICKNESS) W/ #4 AT 12" O.C.,
E.W., AT MID-DEPTH
E6
SA501
8"X8" CONC. MULLION
SEE E6
SA501
C1
SF501
SIM.,
TYP.
C1
SF501
SIM.,
TYP.
C9
SF501
TYP.
F3
SF502
B1
SA501
TYP.,
SIM.
B4
SA501
CONC. EQUIPMENT
PAD, SEE C1/S-007
6" W X 4" H CONC.
CURB, SEE C1/S-007
SF501
C6
TYP.
(E) CONCRETE TO REMAIN
CONCRETE WALL W/ #6 AT
16" O.C., E.W., CENTERED
METAL DECK W/ CONCRETE
TOPPING (LINE DIRECTION
NOTES METAL DECK SPAN
DIRECTION)
CONC. EQUIPMENT PAD,
SEE C1/S-007
CONC. CURB, SEE C1/S-007
LEGEND
1/8" = 1'-0"A3 PARTIAL 2ND FLOOR FRAMING PLAN - PLAN EAST
04 8 16268
SCALE: 1/8"=1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SF102
SE
C
O N
D F
LO
O
R F
R
AM
IN
G
P
LA
N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
C Y
JA
, B
H
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
AM
-0
A U
G
TRUE NORTH
PLAN NORTH
KEY PLAN
NOT TO SCALE
1 8 9 16
C
G
A
REFERENCE DRAWINGS:
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-004 TYPICAL REINFORCING DETAILS
S-005 TYPICAL CONCRETE WALL DETAILS
S-006 TYPICAL CONCRETE WALL DETAILS
S-007 TYPICAL FOUNDATION AND SLAB
DETAILS
NOTES:
1. CONTRACTOR SHALL REMOVE ANY
EXISTING PLASTER OR ARCHITECTURAL
FINISH PRIOR TO INSTALLING ADDITIONAL
LAYER OF CONCRETE.
2. ALL ITEMS ARE NEW UNLESS NOTED AS
EXISTING, (E)
3. SEE DETAIL E1/SF501 FOR CONSTRUCTION
SEQUENCE OF NEW STEEL BEAMS.
4. SEE DETAIL E6/SF501 FOR CONNECTION
OF STEEL BEAM TO (E) CONCRETE
FRAMING
B
C
D
E
F
G
SE
E
A1 /S
F1
M
AT
C H
LI
N
E
SE
E
A1 /S
F1
M
AT
C H
LI
N
E
16" SQ. CONC.
COLUMN, BELOW
CONC. WALLINFILL (E) OPENING IN SLAB W/
2" x 20 GA. METAL DECK W/ 3"
CONCRETE TOPPING (5" TOTAL
THICKNESS) W/ #4 AT 12" O.C.,
E.W., AT MID-DEPTH
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
(E) CONC.
BEAM
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
DO
(E) CONC. BEAM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM
(E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
DO DO DO DO DO DO DO DO
DO DO DO DO DO DO DO DO
DO DO DO DO DO DO DO DO
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
DO
DO
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
D O
D O
D O
D O
D O
D O
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
8"X12" CONC. MULLION
SEE , TYP.
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
W
X3
W
X3
E6
SA501
16" SQ. CONC.
COLUMN
C1
SF501
C1
SF501
SIM.,
TYP.
C9
SF501
TYP.
SIM.,
TYP.
6 1/2" THK. CONC. SLAB
W/ #4 AT 12" E.W., BOT.
4 1/2" THK. CONC. SLAB
W/ #4 AT 12" E.W., BOT.
DEPRESS SLAB 2".
C5
SF502
C1
SF502
A1
SF301
B1
SA501
TYP.
SIM.
CONC. EQUIPMENT
PAD, SEE C1/S-007
6" W X 4" H CONC.
CURB, SEE C1/S-007
(E) CONCRETE TO REMAIN
CONCRETE WALL W/ #6 AT
16" O.C., E.W., CENTERED
METAL DECK W/ CONCRETE
TOPPING (LINE DIRECTION
NOTES METAL DECK SPAN
DIRECTION)
CONC. EQUIPMENT PAD,
SEE C1/S-007
CONC. CURB, SEE C1/S-007
LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SF103
TH
IR
D F
LO
O
R F
R A M
IN
G
P
LA
N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
C Y
JA
, B
H
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
1/8" = 1'-0"A3 PARTIAL 3RD FLOOR FRAMING PLAN - PLAN WEST
04 8 16268
SCALE: 1/8"=1'-0"
AM
-0
A U
G
TRUE NORTH
PLAN NORTH
KEY PLAN
NOT TO SCALE
1 8 9 16
C
G
A
REFERENCE DRAWINGS:
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-004 TYPICAL REINFORCING DETAILS
S-005 TYPICAL CONCRETE WALL DETAILS
S-006 TYPICAL CONCRETE WALL AND
STEEL BEAM CONNECTION DETAILS
S-007 TYPICAL SLAB DETAILS
NOTES:
1. CONTRACTOR SHALL REMOVE ANY
EXISTING PLASTER OR ARCHITECTURAL
FINISH PRIOR TO INSTALLING ADDITIONAL
LAYER OF CONCRETE.
2. ALL ITEMS ARE NEW UNLESS NOTED AS
EXISTING, (E)
3. SEE DETAIL E1/SF501 FOR CONSTRUCTION
SEQUENCE OF NEW STEEL BEAMS.
4. SEE DETAIL E6/SF501 FOR CONNECTION
OF STEEL BEAM TO (E) CONCRETE
FRAMING.
B
C
D
E
F
G
M
AT
C H
LI
N
E
SE
E
A1 /S
F1
SE
E
A1 /S
F1
M
AT
C H
LI
N
E
16" SQ. CONC.
COLUMN BELOW
INFILL (E) OPENING IN SLAB W/
2" x 20 GA. METAL DECK W/ 3"
CONCRETE TOPPING (5" TOTAL
THICKNESS) W/ #4 AT 12" O.C.,
E.W., AT MID-DEPTH
D O
D O
D O
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E) CONC. BEAM
(E ) C
O N
C
BE
AM(E) CONC. BEAM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
D O
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E ) C
O N
C
BE
AM
(E) CONC. BEAM
(E) CONC.
BEAM (E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM
(E) CONC. BEAM
(E) CONC. BEAM
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E ) C
O N
C . B
EA
M
(E) CONC. BEAM (E) CONC. BEAM
(E) CONC. BEAM
(E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM (E) CONC. BEAM
DO DO DO DO DO DO DO
DO
(E ) C
O N
C
BE
AM
DO
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
D O
DODODODODO
DO
DO
DO
DO DO DODODODODO
D O
D O
D O
8"X12" CONC. MULLION
SEE , TYP.
W
X3
W
X3
E6
SA501
CONC. WALL, TYP.
C1
SF501
C1
SF501
SIM.,
TYP.
TYP.
SIM.,
TYP.
C9
SF501
B1
SA501
TYP.,
SIM.
8"X8" CONC. MULLION
SEE E6
SA501
B4
SA501
SIM.
CONC. EQUIPMENT
PAD, SEE C1/S-007
6" W X 4" H CONC.
CURB, SEE C1/S-007
(E) CONCRETE TO REMAIN
CONCRETE WALL W/ #6 AT
16" O.C., E.W., CENTERED
METAL DECK W/ CONCRETE
TOPPING (LINE DIRECTION
NOTES METAL DECK SPAN
DIRECTION)
CONC. EQUIPMENT PAD,
SEE C1/S-007
CONC. CURB, SEE C1/S-007
LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SF104
TH
IR
D F
LO
O
R F
R A M
IN
G
P
LA
N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
C Y
JA
, B
H
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
1/8" = 1'-0"A3 PARTIAL 3RD FLOOR FRAMING PLAN - PLAN EAST 04 8 16268
SCALE: 1/8"=1'-0"
AM
-0
A U
G
TRUE NORTH
PLAN NORTH
KEY PLAN
NOT TO SCALE
1 8 9 16
C
G
A
REFERENCE DRAWINGS:
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-004 TYPICAL REINFORCING DETAILS
S-005 TYPICAL CONCRETE WALL DETAILS
S-006 TYPICAL CONCRETE WALL AND
STEEL BEAM CONNECTION DETAILS
S-007 TYPICAL SLAB DETAILS
NOTES:
1. CONTRACTOR SHALL REMOVE ANY
EXISTING PLASTER OR ARCHITECTURAL
FINISH PRIOR TO INSTALLING ADDITIONAL
LAYER OF CONCRETE.
2. ALL ITEMS ARE NEW UNLESS NOTED AS
EXISTING, (E)
3. SEE DETAIL E1/SF501 FOR CONSTRUCTION
SEQUENCE OF NEW STEEL BEAMS.
4. SEE DETAIL E6/SF501 FOR CONNECTION
OF STEEL BEAM TO (E) CONCRETE
FRAMING.
BUILDING 3004BLDG 3004
W
W2 W2 W2
W2
W
W
W
W1
NO-PARKING ZONE
PARKING ZONE
LEGEND WINDOW TYPE
SEE NOTE 1
EQUIVALENT 3-SECOND DESIGN
LOAD (ASTM F2248 FIG. 1)
PSF
DYNAMIC PEAK PRESSURE
psi
DYNAMIC PEAK IMPULSE
psi-ms
BLAST PRESSURES FOR DOOR AND WINDOW IMPULSES
W1
W2
W3
33.6
11.2
5.5
NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR WINDOW SIZES AND CONFIGURATION.
2. BLAST DESIGN CRITERIA SHOWN IN TABLE SHALL APPLY TO ALL WINDOWS AND GLAZED DOORS FOR EACH WALL AT EACH BUILDING LOCATION.
3. BLAST PRESSURES INDICATED APPLY TO ALL FLOORS.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SA101
AT
P
LA
N
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
D es ig ne r
Au th or
C he ck er
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
AM
-0
A U
G
1" = 20'-0"A1 AT PLAN
PLAN NORTH
(E) CONCRETE
WALL
INTERIOR
EXTERIOR
CONNECTION PER
BLAST WINDOW MFR
BLAST WINDOW PER PLAN
(ONE SIDE ONLY WHERE OCCURS)
3/4" CHAMFER
8"
4 #7
#4 @ 6"
CONCRETE MULLION
8"
8"
F.F.
0' - 0"
SECOND FLOOR
11' - 6"
G
GROUND FLOOR
0' - 0"
#7 VERT. IN 1"
DIA. DRILLED
HOLE FILLED W/
EPOXY
#4 AT 6" O.C.
(E) GRADE BEAM
1' - 0"
1" C
LR
(E) CONC. WALL
CONC. SLAB-
ON-GRADE
#4 AT 6" O.C.
IN 5/8" DIA.
DRILLED HOLE
FILLED W/ EPOXY
EMBED
3"
4"
(E) WALL
8" +/-
1' - 0"
#7 VERT. IN 1"
DIA. DRILLED
HOLE FILLED W/
EPOXY
(E) CONC. SLAB
AND BEAM
(E) CONC. OVERHANG
(E) CONC.
PERIMETER BEAM
3'
6" L
AP
, T
YP
M
IN
8"
2' - 0"
3'
6" L
AP
#7 DOWEL, MATCH
LOCATION OF COL.
VERT. BAR
2"
2"
C
#4 AT 6" O.C.
#7 VERT. IN 1"
DIA. DRILLED
HOLE FILLED W/
EPOXY
(E) CONC. OVERHANG
M
IN
8"
VARIES
3'
6" L
AP
M
IN
8"
8"
2"
2"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
D
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
SA501
AT
D
ET
A I
LS
F Y
R E P
AI
R
B L D
G
H O
N O
L U
LU
D
IS
TR
IC
T
FT
. S H
AF
TE
R , H
AW
A I
I 9
-5
R
EG
IO
N
AL
E
N G
IN
EE
R
IN
G C
EN
TE
R H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
C Y
BH
M
AY
RTA SUBMITTAL
SC
H
O
FI
EL
D
B
AR
R
AC
KS
, O
AH
U
, H
AW
AI
I
AM
-0
A U
G
1 1/2" = 1'-0"E6 BLAST WINDOW CONNECTION AT EXISTING COLUMN AND WALL
SCALE: 1 1/2"=1'-0"
3/4" = 1'-0"B1 12" MULLION SECTION (2ND/3RD FLR. SIM.)
3/4" = 1'-0"B4 8" MULLION SECTION (2ND/3RD FLR.)
DRAWING ABBREVIATIONS LEGEND
FIRE RATED WALL SYMBOLS
ANNOTATION CALLOUTS/DRAWING SYMBOLS
CEILING SYMBOLS
ARCHITECTURAL GENERAL NOTES
A A/C
AB
ACC
ACS
ACT
ADA
ADMIN
AFF
AGGR
AHU
ALT
ALUM
ANOD
APPROX
ARCH
ATC
AVG
AW
B
BB
BC
BD
BDRY
BFF
BHMA
BLDG
BLKG
BLT IN
BN
BOS
BOT
BP
BRKT
BSMT
BTWN
BUR
C
CAB
CD
CER
CF
CF/CI
CFE
CFLG
CFM
CFS
CG
CI
CIP
CJ
CL
CLG
CLG DIFF
CLG HT
CLO
CLR
CMU
CO
COL
COMM
CONC
CONF
CONT
COORD
CORR
CPT
CSWK
CT
CTR
CU FT
CW
D D
DBL
DEMO
DEPT
DET
DIA
DIR
DIST
DOC
DR
DS
DWGS
E
EA
EIFS
EJ
ES
EL
ELEV
ENTR
EPS
EQ
EXP
EXT
0 GRID / COLUMN
LINE DESIGNATOR
DOOR NUMBER
WALL TYPE
Room name
101 ROOM NAME/NUMBER
NORTH ARROW W/
TRUE NORTH
INDICATION
F
FA
FAAP
FCO
FD
FDTN
FE
FEC
FED
FF
FF EL
FHP
FIN
FIN BS
FIN FLR
FIN GR
FIXT
FLEX
FLG
FLMT
FLR
FM
FOC
FR
FRMG
FRTW
FS
FSTNR
FT
FTG
G
GALV
GB
GFCI
GFGI
GLZ
GR FL
GYP BD
H
HB
HDPE
HDW
HDWD
HEPA
HM
HORIZ
HT
I
IBC
INSUL
INT
J
JAN
K
KIT
KPL
L
LAM
LAV
LBR
LBS
LF
LIB
LIN
LKR
LOC
LT
LVR
M
MACH RM
MANUF
MATL
MAX
MC
MECH
MEMB
MF
MFR
MID
MIL STD
MIN
MIRR
MISC
MLDG
MOD
MB
MTG
MTL
N N
NA
NFPA
NIC
NO
NOM
NRC
NTS
O
OA
OC
OD
OGL
OPH
OPNG
OPP
OPQ
OPR
ORD
ORIG
P
PA
PAT
PB
PCC
PCF
PCT
PERF
PERIM
PH
PL
PL GL
PLAM
PLAS
PLBG
PLYWD
PNL
PP PL
PR
PRKG
PSF
PSI
PTD
PTN
PWR
Q
QTY
R
RB
RBR
RCP
RD
REC
REC RM
REF
REM
REP
REPL
REQD
RESIL
REST
RF
RFG
RHR
RM
RO
S
SATC
SCHED
SD
SF
SFTWD
SGL
SHT MTL
SIM
SJ
SLNT
SMK
SMLS
SP EL
SPEC
SQ
SQ IN
SQ YD
SST
ST
STD
STOR
STR
STRB/HRN
SUSP
SUB FL
T T
TEL
TEMP
TFF
THK
TK BD
TMPD GL
TOF
TOP
TOPO
TOS
TRANS
TRTD
TV
TYP
2 x 2 ACT CEILING, SEE
S
1 HR FIRE
SMOKE PARTITION WALL
2 HR FIRE
2 x 4 LIGHT FIXTURE, SEE ELEC DWGS
SUSP LIGHT FIXTURE/
SURFACE MTD FIXTURE,
SEE ELEC DWGS
RETURN AIR REGISTER,
SEE MECH DWGS
SUPPLY AIR REGISTER,
SEE MECH DWGS
ENLARGEMENT, DETAIL
A-101
PLATE NUMBER WHERE
SECTION/DETAIL IS
DRAWN
PLAN
NORTH
TRUE
NORTH
DEMOLISH AND REMOVE ALL ITEMS COMPLETELY WHERE INDICATED FOR
REMOVAL AND SURFACES EXPOSED BY DEMOLITION WORK SHALL BE PREPARED
TO RECEIVE WORK UNDER THIS CONTRACT.
ALL DEMOLISHED MATERIAL SHALL BE REMOVED FROM THE SITE BY
CONTRACTOR UNLESS OTHERWISE NOTED.
WHERE PORTIONS OF CONCRETE CURBS, SLABS, WALLS, ETC. ARE TO BE
REMOVED, THEY SHALL BE CUT STRAIGHT, CLEAN AND FLUSH WITH PORTIONS
TO REMAIN.
IF DURING DEMOLITION WORK, THE PORTION BEING REMOVED INDICATES THAT
IT COULD BE A STRUCTURAL SUPPORT FOR PORTIONS TO REMAIN, NOTIFY THE
CONTRACTING OFFICER'S REPRESENTATIVE BEFORE PROCEEDING FURTHER
WITH THE WORK.
PROTECT ALL ITEMS INDICATED TO REMAIN AND PATCH ALL SURFACES TO
REMAIN WHICH HAVE BEEN DAMAGED OR WHERE VOIDS WERE CREATED DURING
PERFORMANCE OF WORK UNDER THIS CONTRACT TO MATCH EXISTING
ADJACENT SURFACES.
PATCH MATERIAL SHALL BE EQUAL TO OR BETTER THAN THE ORIGINAL
MATERIAL.
SEE STRUCTURAL DRAWINGS FOR PATCHING OF ALL VOIDS CREATED BY
REMOVAL OF EXISTING PLUMBING, MECHANICAL, AND ELECTRICAL
PENETRATIONS.
WHERE STEEL REINFORCING AND/OR ANCHORS ARE EXPOSED DUE TO
CONCRETE OR MASONRY REMOVAL WORK REFER TO STRUCTURAL DRAWINGS
FOR EXPOSED REINFORCING REPAIR WORK.
REFER TO DISCIPLINE DRAWINGS FOR RESPECTIVE DEMOLITION AND/OR
SALVAGE WORK.
REFER TO HAZARDOUS MATERIAL SURVEY IN THE SPECIFICATIONS FOR THE
EXTENT OF HAZARDOUS MATERIAL REMOVAL WORK. COORDINATE HAZARDOUS
MATERIAL REMOVAL WORK WITH DEMOLITION WORK.
ASBESTOS: A TRACE AMOUNT AND 2% CHRYSOTILE ASBESTOS WAS IDENTIFIED
IN THE THIN PLASTER MATERIAL AND GYPBOARD MATERIAL RESPECTIVELY
THROUGH POLARIZED LIGHT MICROSCOPY (PLM). THESE MATERIAL WERE ONLY
FOUND ABOVE THE FALSE CEILING OUTSIDE OF ROOM 107, FIRST FLOOR. A
POINT COUNT ANALYSIS WAS DONE ON BOTH MATERIALS AND WERE FOUND TO
CONTAIN LESS THAN 1% ASBESTOS AND NON-DETECTED (ND). PER NESHAP
DEFINITION, THE THIN PLASTER LAYER AND GYPBOARD IS NOT AN ASBESTOS
CONTAINING MATERIAL. PER THE ENVIRONMENTAL PROTECTION AGENCY (EPA),
THE POINT COUNTING SUPERSEDE THE VISUAL PLM RESULTS. HOWEVER, OSHA
REQUIREMENTS WOULD STILL APPLY IN REGARDS TO WORKER EXPOSURE. THE
CONTRACTOR SHALL CONDUCT AN EXPOSURE ASSESSMENT THROUGH AIR
MONITORING FOR AT LEAST 3 CONSECUTIVE DAYS. THE CONTRACTOR’S
EMPLOYEES REMOVING OR DISTURBING THE ASBESTOS MUST BE INFORMED
THAT IT CONTAINS ASBESTOS AND MUST HAVE RECEIVED TRAINING UNDER
OSHA 1926.1101 ASBESTOS.
SILICA AIR MONITORING: DETERMINE THE AMOUNT OF SILICA THAT WORKERS
ARE EXPOSED TO THROUGH AIR MONITORING. CONTRACTORS SHOULD AT
LEAST CONDUCT AN EXPOSURE ASSESSMENT OF THE WORK, PER TASK USING
EQUIPMENT (JACK HAMMER, HAND POWER TOOLS, DRILLS, MASONRY SAW,
CHIPPING TOOLS CRUSHING MACHINE …. ) FOR AT LEAST 3 CONSECUTIVE DAYS.
PLEASE FOLLOW THE OSHA RESPIRABLE CRYSTALLINE SILICA STANDARD FOR
CONSTRUCTION 29 CFR 1926.1153.
REMOVE ALL OF THE FOLLOWING:
ꞏ EXISTING WOOD FRAMED BUILDING ADDITION IN ITS ENTIRETY, TO INCLUDE
BUT NOT LIMITED TO THE FOLLOWING: CONC FOUNDATION, CONC FLOOR,
ROOFING, FLASHING, FRAMING, WALLS, AND DOORS.
ꞏ EXISTING ROOFING SYSTEM IN ITS ENTIRETY, TO INCLUDE BUT NOT LIMITED TO
THE FOLLOWING: ROOFING, FLASHING, INSULATION, ROOF DRAINS, SCUPPERS,
LEADERBOX, AND EXTERIOR DOWNSPOUTS.
ꞏ EXISTING ROOF VENTILATOR STRUCTURE IN ITS ENTIRETY, TO INCLUDE BUT
NOT LIMITED TO THE FOLLOWING: METAL ROOFING, METAL SIDING, GUTTER,
FLASHING, AND CONC CURB.
ꞏ ARMS ROOMS IN ITS ENTIRETY. CONTRACTOR TO COORDINATE WITH DPW
PHYSICAL SECURITY TO HAVE ALL SECURITY DEVICES IN THE ARMS ROOMS
DISCONNECTED AND REMOVED PRIOR TO…
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.