FA875126Q0013 Attachment 1 Final Submission Complete Set.pdf
PDF 32 MB Posted
- Attached to
- Renovate Suite H8, Building 3
- Solicitation number
- FA875126Q0013
About this file
This is a comprehensive architectural and engineering submission document for the renovation of Suite H8 (Laboratory) in Building 3 at Rome Research Site, Rome, New York. The project involves substantial modifications to an existing facility to create microelectronics laboratory and cleanroom spaces, requiring removal of existing construction elements, installation of new partitions, mechanical and electrical systems upgrades, and specialized finishes.
The scope encompasses renovation of approximately 3,500 gross square feet including a Class 100 cleanroom (626 SF), Class 1000 dirty room (435 SF), gowning room (191 SF), microelectronics lab (896 SF), and support spaces. Key work includes installation of raised access flooring systems, specialized equipment mounting systems for vibration-sensitive instrumentation (SEM, laser writer, Lesker PVD75), fire-rated construction assemblies, continuous vapor barriers, epoxy paint finishes on below-floor surfaces, and multiple levels of mechanical infrastructure. The project requires hazardous materials management compliance with controlled storage for flammable liquids, oxidizers, corrosives, and toxic materials, all within specified maximum allowable quantities. New electrical infrastructure includes dedicated power distribution with multiple feeder panels and transformers (500 KVA and higher capacity) to support laboratory equipment loads. The facility must meet cleanroom classification standards, fire safety requirements per UFC and NFPA codes, and ABA accessibility standards. Construction includes roof replacement with polyiso insulation (R-30 minimum), new EPDM membrane, exterior metal wall panels, cold-formed metal framing, and gypsum board partitions with various fire ratings.
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ramprampramp ramp
C ha p p ie
J a m e s
B lv d ramp ramp ramp
Stairs
Stairs
Stairs
Stairs
C h a p p ie
J a m e s B lv d
Brooks Road Brooks Road
O ti s
S tr e e t
Market Street
E le c tr o n ic
P a rk w a y
M o o d y S tr e e t
M o o d y
S tr e e t walk
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4 HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4 HSS8x8x1/4
HSS8x8x1/4HSS8x8x3/8
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4
HSS8x8x1/4HSS8x8x1/4
Catch Basin
Catch Basin
Catch Basin
B-3
B-2
B-1
B-106
B-37
B-21
ANTENNA
FARM
DUMPSTERS
GUARD
SHACK
EXISTING
ENTRANCE/EXIT
TOWER
TOWER
FENCE
GATE
FENCE
FENCE
FENCE
DUMPSTERS
DFAS
AFRL
AFRL
AFRL
P A
V E
M E
N T
P A
V E
M E
N T
P A
V E
M E
N T
P A
V E
M E
N T
P A
V E
M E
N T
P A
V E
M E
N T
P A
V E
M E
N T
P A
V E
M E
N T
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
53'
53'
PAVILION
ROME
SEWER
B-107
B-346
CATHEDRAL
CORPORATION
Chanute Street
158 PARKING
SPOTS
82 PARKING
SPOTS
29 PARKING
SPOTS
68 PARKING
SPOTS
87 PARKING
SPOTS
116 PARKING
SPOTS
88 PARKING
SPOTS
111 PARKING
SPOTS
159 PARKING
SPOTS
Catch Basin
Catch Basin
Catch Basin
-302
GENERATOR
C h a p p ie
J a m e s B lv d
Brooks Road
O ti s
S tr e e t
Ellsworth Road
O ti s S tr e e t
Hangar Road
ANTENNA
FARM
FENCE
FENCE
SUB.
STA.
RKING
PARKING
ELLSWORTH
ROAD
M A
R C
H S
T
DIRICCS30V20V19V18V 17V16
CESTSTV6V 7V 8V 9V10V11V 12V13V14V15
V4V5
MIN
PAVILION
B-110
S T
O P
STOP
X
X
X X
X X
X X
X X
X X X
X X
X X
X X
X X
X
X
X
X
X X
X X
X
X
X X
X X
X X
X X
X
X
X
Card Reader
Card Reader
KDKD
PAVEMENT
PAVEMENT
PAVEMENT
PAVEMENT
543 PARKING
SPOTS
496 PARKING
SPOTS
KD
X X
B-1
DFAS
FD
FD
FD FD FD
435 SF
DIRTY ROOM
(CLASS
1000)
H8-K191 SF
GOWNING
ROOM
(CLASS
1000)
H8-L
626 SF
CLEAN
ROOM
(CLASS 100)
H8-M
PASSAGE
H8-C
241 SF
AUXILIARY
EQUIPMENT
H8-H66 SF
ACID / BASE
STORAGE
H8-F
80 SF
TANK
STORAGE
H8-E
102 SF
ACID / BASE
STORAGE
H8-D
CORRIDOR
7.5
LAB
H7
VESTIBULE
H8-A
19 SF
CLOSET
7.5C
18 SF
CLOSET
7.5B
896 SF
MICROELECTRONICS
LAB
H8-B
1,203 SF
BOILER
ROOM
H8-D
19 SF
CLOSET
7.5E
19 SF
CLOSET
7.5D
19 SF
CLOSET
7.5A
COMMON PATH OF EGRESS TRAVEL: 87 FEET
UNIFIED FACILITIES CRITERIA, UFC 1-200-01
UNIFIED FACILITIES CRITERIA, UFC 3-600-01
2021 INTERNATIONAL BUILDING CODE
NFPA 101
NFPA 400
ARCHITECTURAL BARRIERS ACT (ABA)
CODE SUMMARY
RESOURCES
BUILDING INFORMATION
EXISTING BUILDING: BUSINESS GROUP B*
*ACTUAL QUANTITY OF STORED / USED HAZARDOUS
MATERIALS DO NOT EXCEED THE MAXIMUM ALLOWABLE
QUANTITIES (MAQ) TO BE CLASSIFIED AS A HIGH HAZARD,
GROUP H OCCUPANCY. SEE HAZARDOUS MATERIAL
SUMMARY FOR ADDITIONAL INFORMATION.
ALLOWABLE BUILDING HEIGHT: 75 FT
ACTUAL BUILDING HEIGHT: < 75 FT
ALLOWABLE BUILDING AREA: UNLIMITED*
*BUILDING AREA IS PERMITTED TO BE UNLIMITED DUE TO
STRUCTURE BEING ONE STORY AND FULLY SPRINKLERED.
CONTROL AREAS: USED TO STORE QUANTITIES OF
HAZARDOUS MATERIALS THAT DO NOT EXCEED THE
MAXIMUM ALLOWABLE QUANTITIES.
- NUMBER OF ALLOWABLE CONTROL AREAS: 4 (STORY AT
GRADE)
- FIRE RESISTANCE RATING: 1 HOUR FIRE BARRIERS
CONSTRUCTION CLASSIFICATION: III B
- EXTERIOR LOAD BEARING WALLS: 2 HOURS*
- ALL OTHER BUILDING ELEMENTS: 0 HOURS
*0 HOUR FIRE RATING PERMITTED WITH BUILDING
SEPARATION OF 10 < X < 30 FEET.
FIRE & SMOKE PROTECTION FEATURES:
- DOORS IN 1 HOUR FIRE BARRIERS: 3/4 HOURS
- WINDOWS IN 1 HOUR FIRE BARRIERS: 1 HOUR FIRE-
RESISTIVE*
*MUST MEET ASTM E119 OR UL 263
MEANS OF EGRESS:
- COMMON PATH OF EGRESS TRAVEL: 100 FT MAX.*
* B OCCUPANCY, MAX. 49 OCCUPANTS, WITH SPRINKLERS
- CORRIDORS FIRE RATING: 0 HOURS
- DEAD END: 50 FT MAX.
LEGEND
THE FOLLOWING IS A SUMMARY OF THE HAZARDOUS
MATERIALS QUANTITIES ANTICIPATED TO BE STORED &
USED IN THE WORK AREA. THIS SUMMARY IS BASED ON
A MATERIAL LIST PROVIDED BY THE OWNER ON
JANUARY 14, 2025.
ALL MAXIMUM ALLOWABLE QUANTITIES (MAQ) PER
CONTROLY AREA ARE OUTLINED IN TABLE 5.2.1.1.3 OF
NFPA 400.
ALL ALLOWABLE QUANTITIES NOTED BELOW HAVE BEEN
INCREASED 100% DUE TO THE BUILDING BEING FULLY
EQUIPED WITH A SPRINKLER SYSTEM IN ACCORDANCE
WITH NFPA 13.
FLAMMABLE LIQUID FLAMMABLE SOLID
ALLOWABLE: 60 G. ALLOWABLE: 250 LBS
ACTUAL: 9 G. ACTUAL: 74 LBS
OXIDIZER (SOLID) OXIDIZER (LIQUID)
ALLOWABLE: 20 LBS ALLOWABLE: 500 LBS
ACTUAL: 16.4 LBS ACTUAL: 5 LBS
OXIDIZING GAS
ALLOWABLE: 3,000 CF
ACTUAL: 1,200 CF
WATER REACTIVE
ALLOWABLE: 100 LBS
ACTUAL: 26 LBS
CORROSIVE (LIQUID)
ALLOWABLE: 1,000 G.
ACTUAL: 6 G.
CORROSIVE GAS
ALLOWABLE: 1,620 CF
ACTUAL: 600 CF
HIGHLY TOXIC
ALLOWABLE: 20 LBS
ACTUAL: 2 LBS
TOXIC (SOLID) TOXIC (LIQUID)
ALLOWABLE: 1,000 LBS ALLOWABLE: 1,000 LBS
ACTUAL: 29 LBS ACTUAL: 73 LBS
1 HOUR FIRE BARRIER
1 HOUR FIRE PARTITION
2 HOUR FIRE BARRIER
HAZARDOUS MATERIAL SUMMARY
ROOF:
WALLS (ABOVE GRADE):
METAL FRAMED:
ENERGY CODE SUMMARY PER THE STATE ENERGY
CONSERVATION CODE (2020 EDITION)
CLIMATE ZONE: 6A
REQUIRED PROVIDED
R-30ci R-30ci
R-13 + R-7.5 ci R-13 + R-10ci
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
G-1
ULDF 200308
05/04/2026BLS
BLS / DDJ
CODE COMPLIANCE
RENOVATE H8
LABORATORY, B3
DDJ
1 65
SCALE: 1/8" = 1'-0"G-1
CODE COMPLIANCE PLAN
FD
FD FD FD
CORRIDOR
7.5
1,203 SF
BOILER
ROOM
H8-D
896 SF
MICROELECTRONICS
LAB
H8-B
VESTIBULE
H8-A
102 SF
ACID / BASE
STORAGE
H8-D
WORKBENCH
15' X 3'
RECESSED
F.E.C.
191 SF
GOWNING
ROOM
(CLASS
1000)
H8-L
LAB
H7
CLOSET
7.5B
CLOSET
7.5C
CLOSET
7.5D
CLOSET
7.5E
PASSAGE
H8-C
80 SF
TANK
STORAGE
H8-E
66 SF
ACID / BASE
STORAGE
H8-F
241 SF
AUXILIARY
EQUIPMENT
H8-H
435 SF
DIRTY ROOM
(CLASS
1000)
H8-K
626 SF
CLEAN
ROOM
(CLASS 100)
H8-M
ESD / SOLDER
WORKBENCH
6' X 3'
HAZ. MAT. ST.
5' X 2'
PICK & PLACE
72" X 32"
WORKBENCH
7'-6" X 3'
WORKBENCH
6' X 3'
TOOLBOX
72" X 22"
TABLE
PROJECT AREA
18' X 3'
MPI TS3000
DRAGONFLY
3D PRINTER
STENCIL
PRINTER
27" X 32"
REFLOW
OVEN
55"x33"
LPKF
3' X 5'
CLOSET
7.5A
ALIGN FACE OF WALL W/
EDGE OF WALL OPENING
EQUIPMENT, TYP.
SEE MECH. DWGS.
UPS
RECEIVER & NITROGEN
GENERATOR, SEE
MECHANICAL DWGS.
SP-1
EQUIPMENT, TYP.
SEE ELEC. DWGS.
1.1
7 8
9 10
11 12 13
A
B
C
D
E
F
G
H
I
K
J
SOLIDS INTERCEPTOR
ACID NEUTRALIZER, ANS-1
SAMPLING TANK
SUMP PUMP, SEE PLUMBING DWGS.
SEE ELECTRICAL DWGS.
CLEANROOM EQUIPMENT LIST
DICING SAW
DEIONIZED WATER RECYCLING UNIT
PROBE
LESKER
SCANNING ELECTRON MICROSCOPE (SEM)
MICROSCOPE
OVEN
LASER WRITER
ASHER
EXHAUST HOOD(S)
WET BENCH
TOOL STORAGE
STORAGE
STORAGE
CHEM CABINETS
CHEM CABINETS
MICROELECTRONICS LAB EQUIPMENT LIST
MPI THERMAL SYSTEM
DRAGONFLY 3D PRINTER
LPFK
REFLOW OVEN
STENCIL PRINTER
PICK & PLACE LPKF
PICK & PLACE FS BONDTEC 5630
SOLDER WORKBENCH
HAZARDOUS MATERIAL STORAGE
A
B
C
D
E
F
G
H
I
1.1
EMERGENCY EYE WASHJ
SINKK
AIR SHOWER16
A BAY
B BAY
C BAY
D BAY
E BAY
F BAY
G BAY
BUILDING 3 - KEY PLAN
N.T.S.
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
G-2
ULDF 200308
05/04/2026BLS
BLS
EQUIPMENT LAYOUT
PLAN
RENOVATE H8
LABORATORY, B3
DDJ
2 65
SCALE: 1/4" = 1'-0"G-2
EQUIPMENT LAYOUT PLAN
DENOTES APPROXIMATE
EXTENT OF FLOOR SLAB
REMOVAL. REFER TO
STRUCTURAL DRAWINGS
FOR ADDITIONAL
INFORMATION.
AD-1
DENOTES APPROXIMATE EXTENT
OF FLOOR SLAB REMOVAL.
REFER TO STRUCTURAL DRAWINGS
FOR ADDITIONAL INFORMATION.
8 1/2" CONCRETE SLAB
DEPRESSION AS REQ'D FOR
NEW SAFETY SHOWER, REFER
TO STRUCURAL DWGS.
LEGEND:
GENERAL REMOVALS NOTES:
DENOTES EXISTING PARTITIONS TO BE REMOVED
DENOTES EXISTING ITEMS TO BE REMOVED
KEYED REMOVALS NOTES:
1 CAREFULLY REMOVE DOOR, FRAME, HARDWARE AND ALL ASSOCIATED CONSTRUCTION
COMPLETE, SALVAGE AND TURN OVER TO OWNER.
3 CAREFULLY REMOVE & SALVAGE EXISTING DOOR, FRAME & HARDWARE. REINSTALL AS
DOOR H8-A.
5 REMOVE SUSPENDED ACOUSTICAL CEILING SYSTEM COMPLETE, INCLUDING TILES, GRID,
SUSPENSION SYSTEM AND ALL ASSOCIATED CONSTRUCTION.
4 REMOVE GWB AND STUD WALL, FULL HEIGHT, LENGTH AS SHOWN.
2 REMOVE ALUMINUM WINDOW UNIT, INCLUDING FASTENERS, BLOCKING, ETC., IN THEIR
ENTIRETY.
1. PATCH AND MATCH ALL SURFACES DISTURBED BY REMOVALS TO MATCH ADJACENT CONSTRUCTION.
2. COORDINATE REMOVALS WITH OTHER TRADES.
6 REMOVE PORTION OF SUSPENDED ACOUSTICAL CEILING SYSTEM BACK TO MAIN. MODIFY
AS REQUIRED TO COMPLETE NEW WORK. SALVAGE TILES TURN OVER TO OWNER.
A BAY
B BAY
C BAY
D BAY
E BAY
F BAY
G BAY
BUILDING 3 - KEY PLAN
N.T.S.
NEW FLOOR FINISH. SEE
SCHEDULE (TYP)
INFILL SLAB TO MATCH
DEPTH OF EXISTING
EXISTING SLAB
VAPOR
RETARDER
SELECT FILL
GENERAL CONTRACTOR SHALL SAWCUT AND REMOVE FLOOR SLAB AND
VAPOR RETARDER. PLUMBING CONTRACTOR REQUIRING TRENCHING SHALL
EXCAVATE TO DEPTH REQUIRED AND LAY NEW PIPE OR CONDUIT IN
APPROPRIATE BEDDING. GENERAL CONTRACTOR SHALL BACKFILL AND
COMPACT TO UNDERSIDE OF EXISTING SLAB, MAX. HEIGHT OF EACH LIFT 4
INCHES, 95% COMPACTION. INSTALL VAPOR RETARDER AND REPLACE
FLOOR SLAB.
2'-0" MIN.
6x6-W2.9 x W2.9 WWF
1" M
IN
S
A W
C
UT
JACK
HAMMER
REMAINDER
OF SLAB
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
AD-1
ULDF 200308
05/04/2026BLS
BLS
EXISTING H8 FIRST
FLOOR REMOVALS
PLAN
RENOVATE H8
LABORATORY, B3
DDJ
3 65
SCALE: 1/4" = 1'-0"AD-1
PARTIAL FIRST FLOOR REMOVALS PLAN
SCALE: 1 1/2" = 1'-0"AD-1
TRENCHING DETAIL
FD
FD
CORRIDOR
7.5
1,203 SF
BOILER
ROOM
H8-D
896 SF
MICROELECTRONICS
LAB
H8-B
VESTIBULE
H8-A
8E
102 SF
ACID / BASE
STORAGE
H8-D
SEMI-RECESSED
FIRE EXTINGUISHER
CABS:
(1) 10 LB ABC
(1) 30 LB CLASS D
(1) 10 LB AFFF
191 SF
GOWNING
ROOM
(CLASS
1000)
H8-L
± 2'-4 1/4" 7'-8 3/8"
CL
C
A
E
8B
8D
8F
LAB
H7
B
D1
E
7"
1' -9
1' -9
1' -8
1' -8
1' -9
1' -9
1' -1
1"
1' -1
1' -1
1' -1
1"
C
C
C
CLOSET
7.5B
CLOSET
7.5C
CLOSET
7.5D
CLOSET
7.5E
C1 ALIGN FACE OF GWB
PASSAGE
H8-C
80 SF
TANK
STORAGE
H8-E 66 SF
ACID / BASE
STORAGE
H8-F
241 SF
AUXILIARY
EQUIPMENT
H8-H
435 SF
DIRTY ROOM
(CLASS
1000)
H8-K
626 SF
CLEAN
ROOM
(CLASS 100)
H8-M
/8
/8
7' -0
/8
/8
1' -0
1' -0
1' -0
1' -0
7' -0
/8
A-6
A-6
A-6
A-6
5'-10" 5'-0" 2'-4" 5'-0" 8" 2'-0" 8" 5'-0" 1'-4 1/2" 2'-4 7/8" 4'-0" 2'-8 7/8" 1'-2" 5'-0" 3'-4" 5'-0" 4'-5 1/8"
3'-6" 4'-4" 3'-4" 4"
4 7/8"
4" 3'-4" 5'-4" 4" 3'-4"
1'-8 1/8"
3'-3"
7 1/4"
4" 7'-0" 11 5/8" 16'-1"
H8-C
H8-D H8-E H8-F
H8-H
H8-L
H8-L2H8-M2
H8-M
H8-B
EX.
J
EX.
J1
EX.
K
EX.
K1
EX.
L
EX.
M
EX.
M1
EX.
N
EX.
EX.
10/1
PH
PH
PH
PH
PH
B
PH
A
15'-0" 18'-9" 16'-1" 2'-1 1/2"
7' -0
/8
/8
7' -0
VP2
VP2VP2VP2VP2
VP1
VP1
VP2
VP3
VP3
VP3
VP3
C1 C1 D1
D
D1
CMU INFILL AT FORMER
WINDOW LOCATION, ± 5'-0" W. x
5'-4" H.,THICKNESS TO MATCH
EXISTING CONSTRUCTION (TYP.)
D
C2
C2
D1
E
CMU INFILL AT FORMER
WINDOW LOCATION, ± 10'-4" W.
x 5'-4" H.,THICKNESS TO MATCH
EXISTING CONSTRUCTION (TYP.)
CMU INFILL AT FORMER
WINDOW LOCATION, ± 10'-4" W.
x 5'-4" H.,THICKNESS TO MATCH
EXISTING CONSTRUCTION (TYP.)
CMU INFILL AT FORMER
WINDOW LOCATION, ± 10'-4" W.
x 5'-4" H.,THICKNESS TO MATCH
EXISTING CONSTRUCTION (TYP.)
GRATED FLOOR PANELS,
TYP., SEE MECH. DWGS.
75 DEGREE SHIPS LADDER WITH PLATFORM,
MODEL 521 BY O'KEEFE'S INC. OR APPROVED
EQUAL, SEE SECTION FOR ADDITIONAL INFO
CLOSET
7.5A
8C
ALIGN FACE OF WALL W/
EDGE OF WALL OPENING
B
C
1'-4"
A-6
MEZZANINE ABOVE
SAFETY SHOWER, COORD.
W/ PLUMBING DWGS
EX. F.E.
D1
D1
CORRIDOR
G
B
B
D1
7' -0
H8-A
C
FLOOR DRAIN (TYP.)
H8-C2
VP2
A-7
1' -1
1" C
L E A R
1' -1
1"
18'-0"
7' -0
LOADING
DOCK
PROVIDE FLOOR ACCESS DOOR
TO RECEIVE VCT FINISH BY BILCO
OR EQUAL, ± 2'-2" W. X 60" L.,
CENTERED ON UTILITY TRENCH
BELOW, TYP. OF 2
AREA INDICATES VAULT BELOW,
SEE STRUCTURAL DWGS
7'-3" CLEAR
6' x 8' MECHANICAL DOCK
LEVELER BY BLUE GIANT OR
APPROVED EQUIVALENT,
HEAVY LOAD CLASS W/ POUR-
IN-PAN & (2) DUAL-FLANGE
LAMINATED BUMPERS9'-1 3/4"
PASS-THRU CABINET FROM CLEAN
AIR PRODUCTS, MODEL CAP18W-
SST-24WX24HX24D, COORD.
EXACT LOCATION W/ OWNER
TOOTH-IN NEW CMU AT CORNER OF
NEW DOOR TO MATCH EXISTING
WALL CONSTRUCTION, PAINT, REFER
TO STRUCTURAL DWGS FOR LINTEL
PREP & PAINT EXTERIOR CMU WALL
FULL HEIGHT, APPROX. 28 FEET (V.I.F.)
P R
E P
P A
IN
T E
X T E R
IO
R
C M
U W
A L L F
UL
L H
E
IG
H T A P P R
O X F
E E T
V .I.
F
C
PROVIDE 12" H. STACIS
QUIET ISLAND, ACTIVE
VIBRATION CANCELATION
SYSTEM BY TMC
VIBRATION CONTROL OR
EQUIVALENT, AT LOCATION
OF LASER WRITER, ALIGN
FLUSH W/ RAISED ACCESS
FLOORING
PROVIDE DOUBLE LEAF FLOOR
ACCESS DOOR BY BILCO - TYPE
J-10AL - 36"x72"
D
D
DENOTES LOCATION
OF CONTINUOUS
VAPOR BARRIER, SEE
PART'N TYPES FOR
ADDITIONAL INFO
DENOTES LOCATION
OF CONTINUOUS
VAPOR BARRIER, SEE
PART'N TYPES FOR
ADDITIONAL INFO
BEGIN RAISED-ACCESS FLOORING
LAYOUT W/ FULL PANEL ALONG
WEST WALL OF GOWNING ROOM
± 7'-10"
PROVIDE 6" H. SEM-BASE VI,
ACTIVE VIBRATION
CANCELATION SYSTEM BY TMC
VIBRATION CONTROL OR
EQUIVALENT, AT LOCATION OF
SEM UNIT, ALIGN FLUSH W/
RAISED ACCESS FLOORING
± 9'-8"
PROVIDE 12" H. STACIS
QUIET ISLAND, ACTIVE
VIBRATION CANCELATION
SYSTEM BY TMC VIBRATION
CONTROL OR EQUIVALENT,
AT LOCATION OF LESKER
UNIT, ALIGN FLUSH W/
RAISED ACCESS FLOORING
± 3'-8"
A-1
8'-4"
2" 8'-0" 2"
VP1 VP1
ADA AIR
SHOWER, SEE
MECH. DWGS.
A-6
A-6
A-6
GUARDRAIL & HANDRAIL, SEE
ELEVATION FOR MORE INFO.
FLOOR PLAN LEGEND
DENOTES NEW GWB & METAL STUD PARTITION OR INFILL.
A
A
A101
SIM
A101
TYP
DENOTES NEW CMU PARTITION OR INFILL.
DENOTES EXISTING CONSTRUCTION TO REMAIN
WALL TAG - DENOTES PARTITION TYPE. SEE DWG A-7
DOOR TAG - DENOTES DOOR NUMBER. SEE DWG A-7.
VISION PANEL TAG - DENOTES WINDOW TYPE. SEE DWG A-7.
PLAN DETAIL - DENOTES PLAN DETAIL NUMBER & SHEET NUMBER.
SECTION - DENOTES SECTION DIRECTION NUMBER & SHEET NUMBER.
DENOTES CASEWORK ELEVATION & SHEET NUMBER.
FEC FE
DENOTES INTERIOR ELEVATION & SHEET NUMBER.
DENOTES FIRE EXTINGUISHER AND/OR CABINET.
NOT TO EXCEED 150 FEET APART IN CORRIDORS.
A403
A401
SIM
OPP1
DENOTES FLOOR DRAIN, SEE "P" DWGS.
A BAY
B BAY
C BAY
D BAY
E BAY
F BAY
G BAY
BUILDING 3 - KEY PLAN
N.T.S.
FIRST FLOOR
ELEV. 0"
CONCRETE WALL AND
STAIR, SEE STRUCT. DWGS.
3 1/2"
1 1/2" O.D. GALV.
HANDRAIL BEYOND, TYP.
1 1/2" O.D. GALV. PIPE GUARDRAIL
MIDRAIL
3'-0"
STEEL BASE PLATE
1' -9
"3
1'-0"
CL CL
1 1/2" O.D. GALV. PIPE POST
1'-0"
EXISTING GRADE
LOADING DOCK BEYOND, SEE STRUCT. DWGS.
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
A-1
ULDF 200308
05/04/2026BLS
BLS
PROPOSED H8 FIRST
FLOOR PLAN
RENOVATE H8
LABORATORY, B3
DDJ
4 65
SCALE: 1/4" = 1'-0"A-1
PARTIAL FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"A-1
LOADING DOCK ELEVATION
A-6
A-6
A-6
A-6
EX.
J
EX.
J1
EX.
K
EX.
K1
EX.
L
EX.
M
EX.
M1
EX.
N
EX.
EX.
10/1
PH
PH
PH
PH
PH
B
PH
A
AUXILIARY
EQUIPMENT
H8-H
75 DEGREE SHIPS
LADDER W/ PLATFORM
H8-K2
CL
3'-0"
CENTERLINE OF
SHIPS LADDER,
CATWALK & DOORS
A-2
CL
A-6
H8-H2
H8-K3
STEEL FRAMING, SEE
STRUCT. DWGS. (TYP.)
METAL GRATE FLOOR,
SEE STRUCT. DWGS.
5'-10"
7"
EXISTING PLATFORM
FLOOR PLAN LEGEND
DENOTES NEW GWB & METAL STUD PARTITION OR INFILL.
A
A
A101
SIM
A101
TYP
DENOTES NEW CMU PARTITION OR INFILL.
DENOTES EXISTING CONSTRUCTION TO REMAIN
WALL TAG - DENOTES PARTITION TYPE. SEE DWG A-7
DOOR TAG - DENOTES DOOR NUMBER. SEE DWG A-7.
VISION PANEL TAG - DENOTES WINDOW TYPE. SEE DWG A-7.
PLAN DETAIL - DENOTES PLAN DETAIL NUMBER & SHEET NUMBER.
SECTION - DENOTES SECTION DIRECTION NUMBER & SHEET NUMBER.
DENOTES CASEWORK ELEVATION & SHEET NUMBER.
FEC FE
DENOTES INTERIOR ELEVATION & SHEET NUMBER.
DENOTES FIRE EXTINGUISHER AND/OR CABINET.
NOT TO EXCEED 150 FEET APART IN CORRIDORS.
A403
A401
SIM
OPP1
DENOTES FLOOR DRAIN, SEE "P" DWGS.
A BAY
B BAY
C BAY
D BAY
E BAY
F BAY
G BAY
BUILDING 3 - KEY PLAN
N.T.S.
A-6
PH
T/ CLEANROOM CLG
ELEV. 9'-3" 1'-0" 4'-0"
1' -7
1' -7
1' -1
CLCL
SUSPENDED ACOUSTICAL
CEILING, SEE ROOM
FINISH SCHEDULE
C8x18.7 STEEL CHANNEL, ANCHOR AS REQ'D TO
CORRIDOR WALLS
2 1/2" x 2 1/2" x 5/16" STEEL
ANGLE, FOUR SIDES OF
CATWALK, WELD TO CHANNELS
1 1/2" SQ. STEEL GUARDRAIL,
WELD TO CHANNELS
H8-H2
DOOR & FRAME, SEE SCHEDULE
1 1/2" x 1/8" WELDED BAR
GRATING, PLAIN STEEL
FINISH, SMOOTH SURFACE
LIGHT FIXTURE, SEE ELECTRICAL DWGS
BOILER RM MEZZ.
ELEV. 13'-9"
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
A-2
ULDF 200308
05/04/2026BLS
BLS / DDJ
PROPOSED H8
UPPER LEVEL FLOOR
PLAN
RENOVATE H8
LABORATORY, B3
DDJ
5 65
SCALE: 1/4" = 1'-0"A-2
PARTIAL PLAN - ABOVE CLEANROOM CEILING
SCALE: 3/4" = 1'-0"A-2
SECTION THRU CATWALK
FD
FD
P
P P P
PP
P
M
A-6
A-6
A-6
EX.
J
EX.
J1
EX.
K
EX.
K1
EX.
L
EX.
M
EX.
M1
EX.
N
EX.
EX.
10/1
PH
PH
PH
PH
PH
B
PH
A
1,774 SF
PENTHOUSE
PH1
PH1
A-6
1' -1
1' -1
PH3
8'-4" 1'-0"
26" H. PREFABRICATED
ALUM. STAIR, OMNI-STEP BY
UPSIDE INNOVATIONS
DN
3'-4" 2'-0" 9'-5"
PH2
1'-1" 15'-0" 18'-9" 16'-1" 1'-1"
/4
6'-4"
O'KEEFFE'S FIXED ACCESS
LADDER MODEL 501, BY
O'KEEFFE'S INC.
D1
E Q
E Q
A-6
± 3'-0"
4'-4 3/4"
9'-0"
AIR COMPRESSORS,
SEE ELEC. DWGS.
FLOOR PLAN LEGEND
DENOTES NEW GWB & METAL STUD PARTITION OR INFILL.
A
A
A101
SIM
A101
TYP
DENOTES NEW CMU PARTITION OR INFILL.
DENOTES EXISTING CONSTRUCTION TO REMAIN
WALL TAG - DENOTES PARTITION TYPE. SEE DWG A-7
DOOR TAG - DENOTES DOOR NUMBER. SEE DWG A-7.
VISION PANEL TAG - DENOTES WINDOW TYPE. SEE DWG A-7.
PLAN DETAIL - DENOTES PLAN DETAIL NUMBER & SHEET NUMBER.
SECTION - DENOTES SECTION DIRECTION NUMBER & SHEET NUMBER.
DENOTES CASEWORK ELEVATION & SHEET NUMBER.
FEC FE
DENOTES INTERIOR ELEVATION & SHEET NUMBER.
DENOTES FIRE EXTINGUISHER AND/OR CABINET.
NOT TO EXCEED 150 FEET APART IN CORRIDORS.
A403
A401
SIM
OPP1
DENOTES FLOOR DRAIN, SEE "P" DWGS.
KEYED NOTES:
CMU INFILL, THICKNESS TO MATCH, TOOTHED INTO EXISTING.
GWB TO BE INSTALLED ON BOTTOM OF WOOD ROOF STRUCTURE ABOVE CLEAN ROOM.2
A BAY
B BAY
C BAY
D BAY
E BAY
F BAY
G BAY
BUILDING 3 - KEY PLAN
N.T.S.
EXPOSED CEILING
BOTTOM OF STEEL ± 12'-11"
PENTHOUSE
PH1
A-6
REFLECTED CEILING PLAN LEGEND:
SMOKE DETECTOR
(SEE "E" DWGS)
MASS NOTIFICATION
SPEAKER/STROBE
(SEE "E" DWGS)
OCCUPANCY SENSOR
(SEE "E" DWGS)
LIGHT FIXTURES
(SEE "E" DWGS)
RETURN & SUPPLY GRILLE
(SEE "M" DWGS)
SUSPENDED GWB CEILING
OR SOFFIT
LAY IN CEILING TILE 2 x 4
AND 2 x 2. CUT AS
INDICATED ON PLANS
EXIT SIGN
(SEE "E" DWGS)
CAMERA
(SEE "E" DWGS)
OS
SPRINKLER
(SEE "FP" DWGS)
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
A-3
ULDF 200308
05/04/2026BLS
BLS
PROPOSED H8
PENTHOUSE PLAN
RENOVATE H8
LABORATORY, B3
DDJ
6 65
SCALE: 1/4" = 1'-0"A-3
PENTHOUSE FLOOR PLAN
SCALE: 1/8" = 1'-0"A-3
PENTHOUSE CEILING PLAN
P
PP P
P
P
P
P
P
P
P
M
M
P
P P P
OS OS
OS
OS
OS
OS
P
OS
OS
OS
M
P
M
M
P
MM
P
M
M
M
P
M
P
M
P P P
ACT
10'-0" AFF
WCP
9'-0" AFF
WCP
9'-0" AFF
WCP
9'-0" AFF
ACT
10'-0" AFF
EXP.
FFU, SEE MECH. DWGS., TYP.
PASSAGE
H8-C
AUXILIARY
EQUIPMENT
H8-H
ACID / BASE
STORAGE
H8-F
TANK
STORAGE
H8-E
ACID / BASE
STORAGE
H8-D
GOWNING
ROOM
(CLASS
1000)
H8-L
DIRTY ROOM
(CLASS
1000)
H8-K
CLEAN
ROOM
(CLASS 100)
H8-M
CORRIDOR
7.5
CLOSET
7.5A
CLOSET
7.5B
CLOSET
7.5C
CLOSET
7.5E
CLOSET
7.5D
MICROELECTRONICS
LAB
H8-B
BOILER
ROOM
H8-D
VESTIBULE
H8-A
EXP.
EXP.
EXP.
EXP.
EXP.
GWB
10'-0" AFF
GWB
10'-0" AFF
GWB
10'-0" AFF
A-4
GWB
8'-2" AFF
ACT
8'-6" AFF
AIR TIGHT (SEAL)
A-4
SIM.
CORRIDOR
G
ACT
8'-0" AFF
GWB CEILING SOFFIT TO BE INSTALLED
1'-0" LOWER THAN EXISTING ADJACENT
ACOUSTIC CEILING HEIGHT
GWB
REFLECTED CEILING PLAN LEGEND:
SMOKE DETECTOR
(SEE "E" DWGS)
MASS NOTIFICATION
SPEAKER/STROBE
(SEE "E" DWGS)
OCCUPANCY SENSOR
(SEE "E" DWGS)
LIGHT FIXTURES
(SEE "E" DWGS)
RETURN & SUPPLY GRILLE
(SEE "M" DWGS)
SUSPENDED GWB CEILING
OR SOFFIT
LAY IN CEILING TILE 2 x 4
AND 2 x 2. CUT AS
INDICATED ON PLANS
EXIT SIGN
(SEE "E" DWGS)
CAMERA
(SEE "E" DWGS)
OS
SPRINKLER
(SEE "FP" DWGS)
A BAY
B BAY
C BAY
D BAY
E BAY
F BAY
G BAY
BUILDING 3 - KEY PLAN
N.T.S.
KEYED NOTES:
MODIFY PORTION OF CEILING BACK TO MAIN AS
REQUIRED TO COMPLETE NEW WORK. PROVIDE NEW
GRID & TILES AS REQ'D TO COMPLETE NEW WORK
ROOF OR FLOOR
DECK ABOVE
5/8" GWB ON 3 5/8"
M.S. @ 24" O.C.
DIAGONAL BRACING
@ 48" O.C. MAX.
SUSPENDED CEILING
AS SCHEDULED
REFER TO CEILING PLANS
VARIES
5/8" GWB ON 3 5/8"
M.S. @ 24" O.C., PAINT
V A R
IE
S
EXISTING OR NEW CONSTRUCTION
REFER TO CEILING PLANS
VARIES
V A R
IE
S
ROOF OR FLOOR DECK
ABOVE
5/8" GWB ON 3 5/8"
M.S. @ 24" O.C.
DIAGONAL BRACING
@ 48" O.C. MAX.
SUSPENDED CEILING
AS SCHEDULED
5/8" GWB ON 3 5/8"
M.S. @ 24" O.C.
LIGHT FIXTURE,
SEE ELEC. DWGS.
EXPOSED CEILING
BOTTOM OF STEEL ± 9'-2"
EXPOSED CEILING
BOTTOM OF STEEL ± 9'-2"
CLEANROOM MEZZANINE DIRTY ROOM MEZZANINE
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
A-4
ULDF 200308
05/04/2026BLS
BLS
PROPOSED H8
REFLECTED CEILING
PLAN & DETAILS
RENOVATE H8
LABORATORY, B3
DDJ
7 65
SCALE: 1/4" = 1'-0"A-4
PARTIAL FIRST FLOOR REFLECTED CEILING PLAN
SCALE: 1" = 1'-0"A-4
SOFFIT DETAIL
SCALE: 1" = 1'-0"A-4
SOFFIT DETAIL
SCALE: 1/8" = 1'-0"A-4
TOP OF CLEANROOM CEILING PLAN
FD
FD
FD
FD
A-5
A-5
EX.
J
EX.
J1
EX.
K
EX.
K1
EX.
L
EX.
M
EX.
M1
EX.
N
EX.
EX.
EX.
10/1
EX.
10/1
PH
PH
PH
PH
PH
B
PH
A
EXISTING
LADDER
A-5
RD
RD
RD
RD
RD RD
/4
1"
H L
H L
H L
H L
A-5
A-5
A-5
A-5
ALUM. STAIR, REFER TO
PENTHOUSE PLAN FOR
ADDITIONAL INFO, SET ON
EPDM WALKWAY PADS
DN
A-5
(SIM)
A-5
52'-10"
6'-4"
/4
E. PRV-
BLRM
E. BOILER STACK
& GUY WIRES
E. VTR
E. VTR
E. VTR
A-5
TYP
A-5
TYP
A-5
MECHANICAL EQ. SEE
MECH. DWGS. (TYP.)
A-5
(TYP)
A-5
(SIM)
WALKWAY PADS, (TYP.)
ROOF HATCH
SRC360 MOBILE RAILS AND
MOUNTING BASES FROM
SAFETY RAIL CO., (TYP.)
BREAK FASCIA & PROVIDE MFR
STANDARD SCUPPER W/ 2' SQ.
CONC. PAVER BELOW OVER WALK-
OFF PAD TO PROTECT ROOF
A-6
EXISTING WOOD
ROOF DECK
POLYISO INSULATION
R-30 MIN.
BONDING ADHESIVE
EPDM MEMBRANENON-CURING SEALANT
ALUMINUM FASCIA
& EXTENSION
EXTEND MEMBRANE
OVER BLOCKING
PRESSURE TREATED
WOOD BLOCKING AS
REQ'D TO COMPLETE
NEW WORK
TAPERED INSULATION
1/2" DENS DECKVAPOR BARRIER
/4
/4
EXISTING WALL
CONSTRUCTION
ROOF PLAN LEGEND:
RD ROOF DRAIN
COORDINATE ALL PENETRATIONS WITH OTHER TRADES.
TAPERED INSULATION SLOPE
(1/4" FT)
CRICKET (1/2" FT)
VENT THROUGH ROOF (VTR)
(SEE "P" DRAWINGS)
MECHANICAL UNITS
(SEE "M" DRAWINGS)
VTR
TAPERED INSULATION SLOPE
(1/8" FT) EXISTING BUILDING
ROOF PLAN NOTES:
1. EXISTING ROOF CONSTRUCTION IS AS FOLLOWS FROM
TOP TO BOTTOM: EPDM MEMBRANE, ± 5" POLYISO
INSULATION, BASE SHEET, WOOD ROOF DECK.
2. REMOVE EXISTING ROOFING SYSTEM COMPLETE DOWN
TO WOOD DECK, INCLUDING METAL FASCIAS, FLASHINGS,
SKYLIGHTS, HATCHES, WOOD BLOCKING, SPLASH BLOCKS
AND ALL OTHER ITEMS NOTED ON THE ROOF PLAN.
3. IT IS THE INTENT OF THIS PROJECT THAT THE NEW
FASCIAS AT EACH ROOF AREA BE CONSISTANT AND LEVEL
AROUND THE ENTIRE PERIMETER. CONTRACTOR SHALL
PROVIDE WOOD BLOCKING AS REQUIRED TO MEET
INSULATION THICKNESS AT THE HIGH POINT OF THE
INSULATION AND RUN LEVEL AROUND THE ENTIRE
PERIMETER. FASCIA MAY NOT BE THE SAME AT EACH ROOF
AREA. DO NOT COUNT BLOCKING LAYERS IN THE DETAILS.
EXISTING WOOD
ROOF DECK
POLYISO INSULATION
R-30 MIN.
BONDING ADHESIVE
EPDM MEMBRANE
SPLICING TAPE
FLASHING
MEMBRANE
PRESSURE TREATED WOOD
BLOCKING AS REQ'D TO
COMPLETE NEW WORK
1/2" DENS DECK
VAPOR BARRIER
EXSTING
INSULATION
TO REMAIN
TAPERED INSULATION
METAL ROOF DECK,
SEE STRUCT. DWGS.
POLYISO INSULATION
R-30 MIN.
BONDING ADHESIVE
EPDM MEMBRANE
ALUMINUM FASCIA
EXTEND MEMBRANE
OVER BLOCKING
PRESSURE TREATED WOOD
BLOCKING AS REQ'D TO
COMPLETE NEW WORK
STEEL STRUCTURE,
SEE STRUCT. DWGS.
5/8" GWB SHEATHING
TAPERED INSULATION
ALUMINUM CLOSURE
1/2" DENS DECK
VAPOR BARRIER
6" COLD FORMED METAL FRAMING,
SEE STRUCTURAL DWGS
FOIL-FACED BATT INSULATION,
R-13 MIN., FILL STUD CAVITY
COMPLETE AT TOP OF WALL
NON-CURING SEALANT
/4
3/4" PLYWOOD
EXTERIOR METAL PANELS,
RIBS RUNNING VERTICAL
3" MINERAL WOOL CAVITY
INSUL, BETWEEN 3" ZEE
FURRING AT 24" O.C. VERT.
SPRAY FOAM INSULATION
EXISTING WOOD
ROOF DECK
1/2" DENS DECK
BONDING ADHESIVE
EPDM MEMBRANE
VAPOR BARRIER
EXISTING WOOD
FRAMING
POLYISO
INSULATION,
R-30 MIN.
TAPERED INSULATION
SPLICING TAPE
FLASHING MEMBRANE
TERM BAR WITH
COUNTERFLASHING REGLET
6" COLD FORMED METAL
FRAMING, SEE STRUCT. DWGS
FOIL-FACED BATT
INSULATION, R-13 MIN.
5/8" EXTERIOR
GWB SHEATHING
EXTERIOR METAL PANELS,
RIBS RUNNING VERTICAL
3" MINERAL WOOL CAVITY
INSUL, BETWEEN 3" ZEE
FURRING AT 24" O.C. VERT.
STEEL STRUCTURE, SEE
STRUCTURAL DWGS
3/4" PLYWOOD
EXISTING WOOD
ROOF DECK
POLYISO INSULATION
R-30 MIN.
BONDING ADHESIVE
EPDM MEMBRANE
SPLICING TAPE
FLASHING MEMBRANE
TERM BAR W/
COUNTERFLASHING
REGLET
EXISTING WALL
CONSTRUCTION
TO REMAIN
M
IN
PRESSURE TREATED WOOD BLOCKING
AS REQ'D TO COMPLETE NEW WORK
TAPERED INSULATION
1/2" DENS DECK
VAPOR BARRIER
COMPRESSIBLE
INSULATION W/
RETAINER
COMPRESSIBLE
TUBE
T/ EX. STEEL
ELEV. 23'-3 5/8"
EXISTING WOOD
ROOF DECK
1/2" DENS DECK
BONDING ADHESIVE
EPDM MEMBRANE
VAPOR BARRIER
EXISTING STRUCTURAL
FRAMING
POLYISO INSULATION,
R-30 MIN.
TAPERED INSULATION
SPLICING TAPE
FLASHING MEMBRANE
TERM BAR WITH
COUNTERFLASHING REGLET
EXTERIOR METAL PANELS,
RIBS RUNNING VERTICAL
3" MINERAL WOOL CAVITY
INSUL, BETWEEN 3" ZEE
FURRING AT 24" O.C. VERT.
5/8" GWB, PAINT
6" COLD FORMED METAL
FRAMING, SEE
STRUCTURAL DWGS.
FOIL-FACED BATT
INSULATION, R-13 MIN.
5/8" EXTERIOR
GWB SHEATHING
METAL ROOF DECK,
SEE STRUCT. DWGS.
POLYISO INSULATION
R-30 MIN.
BONDING ADHESIVE
EPDM MEMBRANE
NON-CURING SEALANT
ALUMINUM FASCIA
EXTEND MEMBRANE
OVER BLOCKING
PRESSURE TREATED WOOD
BLOCKING AS REQ'D TO
COMPLETE NEW WORK
5/8" PLYWOOD SHEATHING
TAPERED POLYISO
INSULATION
ALUMINUM CLOSURE
T/ WALL ROOF ACCESS
ELEV. 34'-0"
/4
STRUCTURAL STEEL,
SEE STRUCT. DWGS.
1/2" DENS DECK
VAPOR BARRIER
3/4" PLYOOD
EXTERIOR METAL PANELS,
RIBS RUNNING VERTICAL
3" MINERAL WOOL CAVITY
INSUL, BETWEEN 3" ZEE
FURRING AT 24" O.C. VERT. FILL TOP OF STUD WALL
W/ BATT INSULATION
RD
RD
RD
RD
RD
RD
H L
A
B
C
D
E
A
B
C
D
E
ABCDE A
C D E F
W
X
Y
Z
W
X
Y
Z
W W X Y ZXYZ
F
F
FF
B
C
C
B
B
C
F
F
F
B
W+2
W+2
W+2
W+2 F
F
T/ EX. STEEL
ELEV. 23'-3 5/8"
PH
A
EXISTING WOOD
ROOF DECK
1/2" DENS DECK
BONDING ADHESIVE
EPDM MEMBRANE
VAPOR BARRIER
EXISTING STRUCTURAL
FRAMING
POLYISO INSULATION,
R-30 MIN.
TAPERED INSULATION
SPLICING TAPE
FLASHING MEMBRANE
TERM BAR WITH COUNTERFLASHING REGLET
EXTERIOR METAL PANELS,
RIBS RUNNING VERTICAL
3" MINERAL WOOL CAVITY INSUL, BETWEEN
3" ZEE FURRING AT 24" O.C. VERT.
5/8" GWB, PAINT
6" COLD FORMED METAL
FRAMING, SEE
STRUCTURAL DWGS.
FOIL-FACED BATT
INSULATION, R-13 MIN.
5/8" EXTERIOR
GWB SHEATHING
3/4" PLYWOOD
PRESSURE TREATED
WOOD BLOCKING AS
REQ'D TO COMPLETE
NEW WORK
ALUMINUM FASCIA
& EXTENDER
/4
/4
W
X
Y
Z
W+2
X+2
Y+2
Z+2
2" POLYISO
± 2.4" POLYISO BASE LAYER
± 2.4" POLYISO BASE LAYER
MIN. R-30
TYP. INSULATION SECTION
SLOPE: 1/4" PER FOOT
A B
C D
E
F G
H
± 2.4" POLYISO BASE LAYER
± 2.4" POLYISO BASE LAYER
MIN. R-30
TYP. INSULATION SECTION
SLOPE: 1/8" PER FOOT
PIPE VENT, SEE
PLUMBING DRAWINGS
EPDM MEMBRANESPLICING TAPE
EXISTING WOOD
ROOF DECK
WATER CUT-OFF MASTIC
STAINLESS STEEL
CLAMPING RINGPRE-MOLDED PIPE SEAL
BONDING ADHESIVE
POLYISO INSULATION
R-30 MIN.
TAPERED INSULATION
1/2" DENS DECK
VAPOR BARRIER
V A R
IE
S
1'-6" (N.T.S.)
V A R
IE
S
ROOF INSULATION
BONDING ADHESIVE
EPDM MEMBRANE
SPLICING TAPE
FLASHING
MEMBRANE
METAL ROOF DECK
WATER CUT-
OFF MASTIC
ROOF DRAIN
1/2" DENS DECK
VAPOR BARRIER
1'-6" (N.T.S.)
ROOF INSULATION
BONDING ADHESIVE
EPDM MEMBRANE
SPLICING TAPE
FLASHING
MEMBRANE
EXISTING WOOD DECK
WATER CUT-
OFF MASTIC
ROOF DRAIN
1/2" DENS DECK
VAPOR BARRIER
INSULATED
MECHANICAL CURB
PRESSURE TREATED
WOOD BLOCKING,
THICKNESS AS REQ'D
TO MATCH INSULATION
BONDING ADHESIVE
EPDM MEMBRANE
POLYISO INSULATION
R-30 MIN.
METAL ROOF DECK,
SEE STRUCT. DWGS.
ROOF TOP UNIT, SEE
MECHANICAL DWGS
BACKER ROD (TYP.)
FLASHING MEMBRANE
SPLICING TAPE
STEEL FRAMING, SEE
STRUCTURAL DWGS
TAPERED INSULATION
1/2" DENS DECK
VAPOR BARRIER
V A R
IE
S ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
A-5
ULDF 200308
05/04/2026BLS
BLS
PROPOSED H8 ROOF
PLANS & DETAILS
RENOVATE H8
LABORATORY, B3
DDJ
8 65
SCALE: 1/8" = 1'-0"A-5
PARTIAL ROOF PLAN
SCALE: 1 1/2" = 1'-0"A-5
ROOF EDGE DETAIL
SCALE: 1 1/2" = 1'-0"A-5
EXPANSION JOINT DETAIL
SCALE: 1 1/2" = 1'-0"A-5
ROOF EDGE DETAIL
SCALE: 1 1/2" = 1'-0"A-5
ROOF DETAIL
SCALE: 1 1/2" = 1'-0"A-5
ROOF DETAIL
SCALE: 1 1/2" = 1'-0"A-5
ROOF SECTION
SCALE: 1/8" = 1'-0"A-5
PARTIAL ROOF PLAN - TAPERED INSULATION LAYOUT
SCALE: 1 1/2" = 1'-0"A-5
ROOF EDGE DETAIL
SCALE: 1/2" = 1'-0"A-5
ROOF INSULATION SECTIONS
SCALE: 1 1/2" = 1'-0"A-5
PIPE VENT DETAIL
SCALE: 1 1/2" = 1'-0"A-5
ROOF DRAIN DETAIL
SCALE: 1 1/2" = 1'-0"A-5
ROOF DRAIN DETAIL
SCALE: 1 1/2" = 1'-0"A-5
TYP. MECH. CURB DETAIL
FIRST FLOOR
ELEV. 0"
T/ EX. STEEL
ELEV. 23'-3 5/8"
PIT T.O.F.
ELEV. -2'-0"
A-6
PENTHOUSE FLOOR
FRAMING
ELEV. 26'-6"
VP2 VP2VP2VP2VP2
H8-L
T/PENTHOUSE ROOF
ELEV. 41'-0 3/8"
T.O. CLEANROOM
FRAMING
ELEV. 20'-2 1/4"
CLEAN
ROOM
(CLASS 100)
H8-M
GOWNING
ROOM
(CLASS
1000)
H8-L
DIRTY ROOM
(CLASS
1000)
H8-K
PENTHOUSE
PH1
A-6
A-5
CLEANROOM CEILING FRAMING,
SEE STRUCT. DWGS., CONTINUE
EPOXY PAINT OVER STEEL
MEMBERS & METAL DECK
WALKABLE CEILING
PANEL SYSTEM, SEE
ROOM FINISH SCHEDULE
A-6
OPP.
PENTHOUSE ROOF FRAMING,
SEE STRUCT. DWGS.
PENTHOUSE FLOOR FRAMING,
SEE STRUCT. DWGS.
5/8" GWB, BOTH
SIDES, PAINT (TYP.)
3 5/8" METAL STUD
EXISTING WALL
CONSTRUCTION
3 5/8" METAL STUD
BRACE TO WALL
SUSPENDED CEILING,
SEE ROOM FINISH
SCHEDULE
ACOUSTICAL
SEALANT (TYP.)
FINISHED FLOOR &
BASE, SEE ROOM
FINISH SCHEDULE
M
IN
± 2'-3 5/8"
H8-K2
T/ CLEANROOM CLG
ELEV. 9'-3"
PROVIDE 2 LAYERS OF 1/2" TYPE-X GWB ON UNDERSIDE OF EXISTING WOOD JOISTS CONTINUOUS
OVER FOOTPRINT OF CLEAN ROOM FOR 1 HOUR RATED FLOOR / CEILING ASSEMBLY
PROVIDE EPOXY PAINT
FINISH ON ALL BELOW
FLOOR WALLS & SLAB (TYP.)
CONTINUOUS 6 MIL
POLY VAPOR
BARRIER, SEE PLANS
FOR LOCATIONS,
INSTALL FOLLOWING
MFR'S INSTRUCTIONS
& STANDARD DETAILS
PASS-THRU CABINET.
COORD. EXACT
LOCATION W/ OWNER
PROVIDE 6" H. SEM-BASE VI,
ACTIVE VIBRATION
CANCELATION SYSTEM BY TMC
VIBRATION CONTROL OR
EQUIVALENT, AT LOCATION OF
SEM UNIT, ALIGN FLUSH W/
RAISED ACCESS FLOORING
PAINT ALL SURFACES ABOVE
CEILINGS W/ EPOXY PAINT SYSTEM
PAINT ALL SURFACES ABOVE
CEILINGS W/ EPOXY PAINT SYSTEM
FIRST FLOOR
ELEV. 0"
FIRST FLOOR
ELEV. 0"
T/ EX. STEEL
ELEV. 23'-3 5/8"
T/ EX. STEEL
ELEV. 23'-3 5/8"
PIT T.O.F.
ELEV. -2'-0"
A-6
EX.
J
EX.
J1
EX.
K
EX.
K1
EX.
L
EX.
M
EX.
M1
EX.
N
PH
B
PH
A
PENTHOUSE FLOOR
FRAMING
ELEV. 26'-6"
VP1
T/PENTHOUSE ROOF
ELEV. 41'-0 3/8"
T.O. CLEANROOM
FRAMING
ELEV. 20'-2 1/4"
H8-L2
DIRTY ROOM
(CLASS
1000)
H8-K
PASSAGE
H8-C
AUXILIARY
EQUIPMENT
H8-H
BOILER
ROOM
H8-D
PENTHOUSE
PH1
T/ CLEANROOM CLG
ELEV. 9'-3"
A-2
/4
BOILER RM MEZZ.
ELEV. 13'-9"
T/ WALL ROOF ACCESS
ELEV. 34'-0"
PROVIDE EPOXY PAINT
FINISH ON ALL BELOW
FLOOR WALLS & SLAB
(TYP.)
WALKABLE CEILING
PANEL SYSTEM, SEE
ROOM FINISH SCHEDULE
CMU INFILL AT
FORMER WINDOW
LOCATION, ± 10'-4" W.
x 5'-4" H.,THICKNESS
TO MATCH EXISTING
CONSTRUCT. (TYP.)
STRUCTURAL FRAMING,
SEE STRUCT. DWGS. (TYP.)
PROVIDE CONTINUOUS 6 MIL
POLY VAPOR BARRIER, SEE
PLANS FOR LOCATIONS,
INSTALL FOLLOWING MFR'S
INSTRUCTIONS & STANDARD
DETAILS
CONTINUE EXPOXY PAINT
OVER STEEL STRUCTURE
& DECK
60 DEGREE SHIPS LADDER WITH
PLATFORM, MODEL 521A BY
O'KEEFE'S INC. OR APPROVED EQUAL
1 1/2" O.D. PIPE
GUARDRAIL, TYP.
MIDRAIL3'-2 1/4"
STEEL BASE PLATE, TYP.
CL CL
VP2
PAINT ALL SURFACES ABOVE
CEILINGS W/ EPOXY PAINT SYSTEM
CONCRETE FLOOR &
DECK, SEE STRUCT. DWGS.
T/ EX. STEEL
ELEV. 23'-3 5/8"
PH
B
PENTHOUSE FLOOR
FRAMING
ELEV. 26'-6"
T/PENTHOUSE ROOF
ELEV. 41'-0 3/8"
6" COLD FORMED
METAL FRAMING, SEE
STRUCTURAL DWGS
5/8" GWB
FOIL-FACED BATT
INSULATION, R-13 MIN.
1/2" EXTERIOR
GWB SHEATHING
3" MINERAL WOOL
CAVITY INSUL.
BETWEEN 3" ZEE
FURRING AT 24"
O.C. VERT.
EXTERIOR METAL
WALL PANELS, RIBS
RUNNING VERTICAL
CONCRETE FLOOR SLAB,
SEE STRUCT DWGS.
METAL DECK & STEEL
FRAMING SEE
STRUCT. DWGS.
STEEL STRUCTURE,
SEE STRUCT. DWGS.
METAL ROOF DECK
POLYISO INSULATION
R-30 MIN., SEE ROOF
PLAN
A-5
A-5
FIRST FLOOR
ELEV. 0"
PIT T.O.F.
ELEV. -2'-0"
PH
PH
H8-F H8-E H8-D
ACID / BASE
STORAGE
H8-F
TANK
STORAGE
H8-E
ACID / BASE
STORAGE
H8-D
STEEL COLUMN, SEE
STRUCTURAL DWGS,
PAINT WHERE EXPOSED
ONE-HOUR FIRE RATED
FLOOR / CEILING ASSEMBLY:
2 LAYERS OF 1/2" TYPE-X
GWB ON BOTTOM OF 8"
CFMF JOISTS AT 16" O.C.,
5/8" T&G WOOD SUBFLOOR,
GA FILE NO. FC 4504
PARTITION TYPE D1,
SEE FLOOR PLANS
C1C1
D1 D1
PENTHOUSE FLOOR
FRAMING
ELEV. 26'-6"
T/PENTHOUSE ROOF
ELEV. 41'-0 3/8"
PREFABRICATED FIXED
ACCESS ALUMINUM
LADDER BY O'KEEFFE'S
INC. MODEL 501
STEEL FRAMING, SEE
STRUCT. DWGS.
6" METAL STUD
WALL & 5/8" GWB
BOTH SIDES
CONCRETE FLOOR SLAB,
SEE ROOM FINISH
SCHEDULE FOR FINISHES
ALUMINUM SUPPORT
BRACKET, (TYP.)
ROOF HATCH
R
UN
G
S
E A
1' -0
LADDER SAFETY POST
BY O'KEEFFE'S INC.
FIRST FLOOR
ELEV. 0"
EX.
A-6
3'-0"6'-0"
EXISTING FOOTING,
SEE STRUCT DWGS.
CONCRETE
FOUNDATION WALLS,
SEE STRUCT. DWGS.
TANKS, SEE EQUIPMENT
LAYOUT PLAN (TYP.)
FLOOR
ACCESS DOOR
CONCRETE
FLOOR, SEE
STRUCT. DWGS.
REMOVABLE
COVER PLUG
REMOVABLE
SQUARE KEY
WRENCH
1/4" ALUMINUM
DIAMOND PATTERN
PLATE COVER
BILCO HEAVY DUTY
FORGED STAINLESS
STEEL HINGES W/
STAINLESS STEEL PINS
SUPPORT SHELF
STAINLESS STEEL
SPRING LIFTING
MECHANISM
BILCO 1/4" ALUMINUM
CHANNEL FRAME W/
RECESSED ANCHORS
BILCO STAINLESS
STEEL AUTOMATIC
HOLD OPEN ARM
SLAM LOCK
REMOVABLE SQUARE
KEY WRENCH
BILCO AUTOMATIC
HOLD OPEN ARM
STEEL CAST HINGES
TORSION/CAM
OPEARATING
MECHANISM
LOCK STRIKE
EXTRUDED
ALUMINUM FRAME
SLAM LOCK
PROVIDE FLOOR ACCESS
DOOR TO RECEIVE VCT
FINISH BY BILCO OR EQUAL,
± 2'-2" W. X 60" L., CENTERED
ON UTILITY TRENCH BELOW
CONCRETE FLOOR,
SEE STRUCT. DWGS.
2'-2"
CONCRETE
FOUNDATION WALLS,
SEE STRUCT. DWGS.
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
A-6
ULDF 200308
05/04/2026BLS
BLS
BUILDING SECTIONS
RENOVATE H8
LABORATORY, B3
DDJ
9 65
SCALE: 1/4" = 1'-0"A-6
LONGITUDINAL BUILDING SECTION
SCALE: 1/4" = 1'-0"A-6
TRANSVERSE BUILDING SECTION
SCALE: 3/4" = 1'-0"A-6
WALL SECTION
SCALE: 1/4" = 1'-0"A-6
SECTION THRU STORAGE ROOMS
SCALE: 3/4" = 1'-0"A-6
LADDER SECTION
SCALE: 1/4" = 1'-0"A-6
SECTION
SCALE: 1 1/2" = 1'-0"A-6
FLOOR ACCESS DOOR DETAIL
SCALE: 1 1/2" = 1'-0"A-6
TRENCH COVER DETAIL
7 1/4"
VPH1
VPJ1
SEALANT ALL SIDES (TYP.)
6" METAL STUD
PARTITION, SEE PLAN
FOR TYPE
6" METAL STUD PARTITION,
SEE PLAN FOR TYPE
4 7/8"
VPH2
VPJ2
3 5/8" METAL STUD
PARTITION, SEE PLAN
FOR TYPE
3 5/8" METAL STUD
PARTITION, SEE PLAN
FOR TYPE
STAINLESS STEEL, 60 MINUTE
FIRE-RATED FRAME W/ GLAZING
7 1/4" 4 7/8"
VPS1
6" METAL STUD PARTITION,
SEE PLAN FOR TYPE
SEALANT ALL SIDES (TYP.)
VPS2
3 5/8" METAL STUD
PARTITION, SEE PLAN
FOR TYPE
STAINLESS STEEL, 60 MINUTE
FIRE-RATED FRAME W/ GLAZING
SEALANT ALL SIDES (TYP.)
SEALANT ALL SIDES (TYP.)
STAINLESS STEEL. 60
MINUTE FIRE-RATED
FRAME W/ GLAZING
STAINLESS STEEL, 60
MINUTE FIRE-RATED
FRAME W/ GLAZING
STAINLESS STEEL, 60 MINUYTE
FIRE-RATED FRAME W/ GLAZING
SEALANT ALL SIDES (TYP.)SEALANT ALL SIDES (TYP.)
STAINLESS STEEL. 60 MINUTE
FIRE-RATED FRAME W/ GLAZING
AMBER 81 UV BLOCKING
FILM BY MADICO
AMBER 81 UV BLOCKING
FILM BY MADICO
AMBER 81 UV BLOCKING
FILM BY MADICO
AMBER 81 UV BLOCKING
FILM BY MADICO
AMBER 81 UV BLOCKING
FILM BY MADICO
AMBER 81 UV BLOCKING
FILM BY MADICO
1/2"
4 7/8"
H 1
5/8" GWB BOTH SIDES
J 1
SEALANT ALL SIDES (TYP.)
5/8" GWB BOTH SIDES
HOLLOW METAL DOOR FRAME
3 5/8" METAL STUD
SEALANT ALL SIDES (TYP.)
HOLLOW METAL DOOR
FRAME
/8
EXISTING BRICK
J 5
H 5
EXISTING BRICK
EXISTING CMU
HOLLOW METAL
CASED OPENING
SEALANT ALL SIDES (TYP.)
EXISTING CMU
LINTEL, SEE
STRUCT. DWGS.
HOLLOW METAL
CASED OPENING
SEALANT ALL
SIDES (TYP.)
± 1'-0 1/4" V.I.F.
1' -0
/4
V
.I.
F
EXISTING MASONRY WALL
AJ 1
AH 1
CMU TOOTHED INTO EXISTING
EXISTING MASONRY WALL
FRP DOOR & ALUM. FRAME
SEALANT & BACKER ROD (TYP.)
4" CMU
LINTEL, SEE STRUCT. DWGS.
FRP DOOR &
ALUMINUM FRAME
SEALANT & BACKER
ROD (TYP.)
9 5/8" ± 1'-1" V.I.F.
/8
1' -1
STEEL PLATE, PAINT
WOOD SHIM
WOOD SHIM AS REQ'D TO
COMPLETE NEW WORK
7 5/8"
3 5/8" METAL STUD
1/2"
4 7/8"
H 2
5/8" GWB BOTH SIDES
J 2
SEALANT ALL SIDES (TYP.)
5/8" GWB BOTH SIDES
STAINLESS STEEL DOOR FRAME
3 5/8" METAL STUD
ACOUSTIC INSULATION
SEALANT ALL SIDES (TYP.)
STAINLESS STEEL DOOR FRAME
ACOUSTIC INSULATION
/8
3 5/8" METAL STUD
H 3
J 3
7 1/4"
5/8" GWB BOTH SIDES
6" METAL STUD
ACOUSTIC INSULATION
SEALANT ALL SIDES (TYP.)
HOLLOW METAL
DOOR FRAME
5/8" GWB BOTH SIDES
HOLLOW METAL
DOOR FRAME
ACOUSTIC INSULATION
1/
6" METAL STUD
SEALANT ALL SIDES (TYP.)
H 4
J 4
7 1/4"
5/8" GWB BOTH SIDES
6" METAL STUD
ACOUSTIC INSULATION
SEALANT ALL SIDES (TYP.)
STAINLESS STEEL
DOOR FRAME
5/8" GWB BOTH SIDES
STAINLESS STEEL
DOOR FRAME
ACOUSTIC INSULATION
1/
6" METAL STUD
SEALANT ALL SIDES (TYP.)
/8
EXISTING CMU
HOLLOW METAL
DOOR FRAME
SEALANT ALL
SIDES (TYP.)
EXISTING CMU
HOLLOW METAL
DOOR FRAME
SEALANT ALL
SIDES (TYP.)
J 6
H 6
6" COLD FORMED
METAL FRAMING &
ACOUSTICAL
INSULATION
BACKER ROD &
SEALANT (TYP.)ALUM FRAME &
FRP DOOR
H 7
BACKER ROD & SEALANT (TYP.)
ALUM FRAME & FRP DOOR
6" COLD FORMED METAL
FRAMING & ACOUSTIC INSULATION
J 7
4 1/2" 3"
/2
SHIM AS REQ'D TO
COMPLETE NEW WORK
SHIM AS REQ'D TO
COMPLETE NEW WORK2
/2
4 1/2" 2"
6" METAL STUD
3" RIGID INSULATION,
R-13.3 MIN.
5/8" GWB, PAINT,
RETURN TO JAMB (TYP.)
SEALANT (TYP.)
6" METAL STUD
3" RIGID
INSULATION,
R-13.3 MIN.
5/8" GWB,
PAINT, RETURN
TO JAMB (TYP.)
ACOUSTICAL
INSULATION
5/8" PLYWOOD SHEATHING
3" RIGID INSULATION
5/8" GWB, RETURN
AT JAMBS
METAL WALL PANEL
METAL PANEL TRIM
BY WALL MFR (TYP.)
11 5/8"
5/8" PLYWOOD SHEATHING
3" RIGID INSULATION
3" ZEE FURRING
METAL WALL PANELS
METAL PANEL TRIM (TYP.)
F
OF EXIT
DEVICE 38"
A.F.F.
FINISH
FLOOR
D O
O R
H E
IG
H T
DR WIDTH
LOCKSET
(TYP)
CL
FT-1
D O
IG
H T
2" DR WIDTH(S) 2"
N
D O
IG
H T
DR WIDTH
4" 8"
V A R
IE
S
G
D O
IG
H T
DR WIDTH
8" VAR. 8"
V A R
IE
S
FINISH
FLOOR
6'-0"
VP3
VPH1
VPJ2
2" 2'-9" 2" 2'-9" 2"
5'-0"
VP2
VPH1
VPJ1
2" 2'-3" 2" 2'-3" 2"
3'-0"
VP1
VPH1
VPJ1
2" 2'-8" 2"
VPJ1
VPH2
VPS1 VPS1 VPS1 VPS2
PROVIDE AMBER 81 UV BLOCKING
FILM ON EXTERIOR SIDE OF ALL
DOOR GLAZING AND VISION
PANELS IN CLEAN ROOM H8-M.
PROVIDE 60 MINUTE FIRE-RATED
STAINLESS STEEL FRAME AND
GLAZING AT ALL FIRE RATED
PARTITIONS, SEE PLAN FOR
LOCATIONS
1" DEFLECTION
SPACE
ACOUSTICAL
SEALANT (TYP.)
SUSPENDED CEILING,
SEE ROOM FINISH
SCHEDULE
ACOUSTICAL
INSULATION
3 5/8" METAL STUDS
ONE LAYER 5/8"
GWB ON EACH SIDE
FINISHED FLOOR &
BASE, SEE ROOM
FINISH SCHEDULE
4 7/8"
*FIRE-RESISTANT
JOINT SYSTEM
SUSPENDED CEILING,
SEE ROOM FINISH
SCHEDULE
3 5/8" METAL STUDS
ONE LAYER 5/8" GWB
FINISHED FLOOR &
BASE, SEE ROOM
FINISH SCHEDULE
GWB PARTITION - NON-RATED
M
IN
4 1/4"
B
1" DEFLECTION
SPACE
ACOUSTICAL
SEALANT (TYP.)
SUSPENDED CEILING,
SEE ROOM FINISH
SCHEDULE
ACOUSTICAL
INSULATION
6" METAL STUDS
ONE LAYER 5/8"
GWB ON EACH SIDE
FINISHED FLOOR &
BASE, SEE ROOM
FINISH SCHEDULE
D
7 1/4"
GWB PARTITION - NON-RATED
*FIRE-RESISTANT
JOINT SYSTEM
SUSPENDED CEILING,
SEE ROOM FINISH
SCHEDULE
NEW OR EXISTING WALL
CONSTRUCTION
1-1/2" ZEE FURRING
ONE LAYER 5/8" GWB
FINISHED FLOOR &
BASE, SEE ROOM
FINISH SCHEDULE
A
GWB ON FURRING
C1
GWB PARTITION - 1 HR RATED
*SEE UL DESIGN NO. U465
D1
GWB PARTITION - 1 HR RATED
*SEE UL DESIGN NO. U465
STRUCTURE
ABOVE ± 23' A.F.F.
1" DEFLECTION
SPACE
ACOUSTICAL
SEALANT (TYP.)
SUSPENDED CEILING,
SEE ROOM FINISH
SCHEDULE
ACOUSTICAL INSULATION 6" METAL STUDS
ONE LAYER 5/8" GWB
FINISHED FLOOR &
BASE, SEE ROOM
FINISH SCHEDULE
GWB PARTITION - NON-RATED
E
EXISTING
CONSTRUCTION
3" RIGID
INSULATION,
R-13.3 MIN.
9 5/8"
STRUCTURE
ABOVE ± 23' A.F.F.
STRUCTURE
ABOVE ± 9' A.F.F.
SUSPENDED CEILING,
SEE ROOM FINISH
SCHEDULE
3 5/8" METAL STUDS
ONE LAYER 5/8" GWB
ON EACH SIDE
FINISHED FLOOR &
BASE, SEE ROOM
FINISH SCHEDULE
GWB PARTITION - NON-RATED
M
IN
4 7/8"
C
1' -0
1' -0
METAL STUD
DIAGONAL BRACE
AT 48" O.C. MAX
CONTINUOUS 6 MIL
POLY VAPOR
BARRIER, SEE PLANS
FOR LOCATIONS,
INSTALL FOLLOWING
MFR'S INSTRUCTIONS
& STANDARD DETAILS
C2
GWB PARTITION - NON-RATED
CONTINUOUS 6 MIL
POLY VAPOR
BARRIER, SEE PLANS
FOR LOCATIONS,
INSTALL FOLLOWING
MFR'S INSTRUCTIONS
& STANDARD DETAILS
22" D
30" W
22" D
30" W
22" D
30" W
22" D
30" W
/2
H
ACID ACID FLAMMABLE
KEEP FIRE AWAY
FLAMMABLE
KEEP FIRE AWAY
#9902200 #9902200#9901200#9901200
ACID AND SOLVENT STORAGE
CABINETS BY LABCONCO,
COORDINATE SELECTION OF
STORAGE OPTIONS W/ OWNER
RAISED ACCESS FLOOR
SYSTEM, SEE PLANS & ROOM
FINISH SCHEDULE
FUME HOOD (TYP. OF 2), SEE
MECHANICAL DWGS
ROME
RESEARCH
SITE
ROME, NY
APPROVED
SIGNATURE OFFICE
COORDINATION
DESIGN FIRM
STAMP
DESIGNER
DRAFTER
PROJECT MANAGER
DATE
REVISION BY/DATE
SHEET TITLE
SHEET OF
PROJECT TITLE
PROJECT NUMBER
DRAWING NUMBER FACILITY NUMBER
IFOC
IFOCC
IFOCO
USER
USER
USER
IFOCO
IFOCV
IFOF
IFOS
VALID THROUGH 02/28/2029
A-7
ULDF 200308
05/04/2026BLS
BLS
DETAILS &
SCHEDULES
RENOVATE H8
LABORATORY, B3
DDJ
10 65
SCALE: 1 1/2" = 1'-0"A-7
VISION PANEL HEAD, JAMB & SILL DETAILS
SCALE: 1 1/2" = 1'-0"A-7
DOOR HEAD & JAMB DETAILS
SCALE: 1/4" = 1'-0"A-7
DOOR AND FRAME TYPES
SCALE: 1/4" = 1'-0"A-7
VISION PANEL TYPES
VIN = VINYL EPXY PT = EPOXY PAINT = FCB = FLASH COVE BASE ESD VIN = ELECTRO STATIC DISCHARGE VINYL EXP = EXPOSED
VCT = VINY COMPOSITION TILE CARP = CARPET RUB = RUBBER PCT = PORCELAIN TILE SDT = STATIC DISSIPATIVE TILE ACT = ACOUSTICAL CEILING TILE
CONC = CONCRETE WCP = WALKABLE CEILING PANEL WD = WOOD CT = CERAMIC TILE GWB = GYPSUM WALL BOARD PT = PAINT
MATERIAL & FINISH ABBREVIATIONS:
SCHEDULE ABBREVIATIONS: MAT = MATERIAL; FIN = FINISH; E. OR EX. = EXISTING TO REMAIN.
ROOM FINISH SCHEDULE
ROOM
NO.
ROOM NAME
FLOOR BASE
MAT
NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING
REMARKS
ROOM
NO.MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN HT
7.5 CORRIDOR E. CONC VCT RUB - - - - E. GWB PT GWB PT E.GWB / GWB PT ACT FACT 10'-0" 7.5
7.5A CLOSET E. CONC VCT RUB GWB PT GWB PT GWB PT E. GWB PT EXP - - - - 7.5A
7.5B CLOSET E. CONC VCT RUB GWB PT GWB PT GWB PT E. GWB PT EXP - - - - 7.5B
7.5C CLOSET E. CONC VCT RUB GWB PT GWB PT GWB PT E. GWB PT EXP - - - - 7.5C
7.5D CLOSET E. CONC VCT RUB GWB PT GWB PT GWB PT E. GWB PT EXP - - - - 7.5D
7.5E CLOSET E. CONC VCT RUB GWB PT GWB PT GWB PT E. GWB PT EXP - - - - 7.5E
H8-A VESTIBULE E. CONC VCT RUB E. GWB PT GWB PT GWB PT E. GWB PT ACT FACT 8'-0" H8-A
H8-B MICROELECTRONICS LAB E. CONC SDT RUB GWB PT GWB PT E.GWB PT GWB PT ACT FACT 10'-0" H8-B
H8-C PASSAGE E. CONC VCT RUB GWB PT GWB PT GWB PT GWB PT ACT/GWB FACT/PT 8'-6"/8'-2" H8-C
H8-D ACID / BASE STORAGE E. CONC VCT RUB GWB PT GWB PT GWB PT GWB PT GWB PT 10'-0" 1 HOUR RATED CEILING ASSEMBLY H8-D
H8-E TANK STORAGE E. CONC VCT RUB GWB PT GWB PT GWB PT GWB PT GWB PT 10'-0" 1 HOUR RATED CEILING ASSEMBLY H8-E
H8-F ACID / BASE STORAGE E. CONC VCT RUB GWB PT GWB PT GWB PT GWB PT GWB PT 10'-0" 1 HOUR RATED CEILING ASSEMBLY H8-F
H8-H AUXILIARY EQUIPMENT E. CONC VCT RUB E.GWB PT GWB PT GWB PT GWB PT EXP PT 23'-0" H8-H
H8-K DIRTY ROOM (CLASS 1000) RAF FACT - - GWB FRP GWB FRP GWB FRP GWB FRP WCP FACT 9'-0" BELOW FLOOR WALLS & SLAB TO HAVE EPXY PT FINISH;
PRIME ALL WALLS PRIOR TO INSTALLATION OF FRP
H8-K
H8-L GOWNING ROOM (CLASS
1000)
RAF FACT - - GWB FRP GWB FRP GWB FRP GWB FRP WCP FACT 9'-0" BELOW FLOOR WALLS & SLAB TO HAVE EPXY PT FINISH;
PRIME ALL WALLS PRIOR TO INSTALLATION OF FRP
H8-L
H8-M CLEAN ROOM (CLASS 100) RAF FACT - - GWB FRP GWB FRP GWB FRP GWB FRP WCP FACT 9'-0" BELOW FLOOR WALLS & SLAB TO HAVE EPXY PT FINISH;
PRIME ALL WALLS PRIOR TO INSTALLATION OF FRP
H8-M
PH1 PENTHOUSE CONC SEAL - GWB PT GWB PT GWB PT GWB PT EXP - - ± 12'-11" PH1
FACT = FACTORY FINISH PT = PAINTED UC = UNDERCUT S = SMOKE CONTROL
ALUM = ALUMINUM HM = HOLLOW METAL WD = WOOD SS = STAINLESS STEEL
MATERIAL & FINISH ABBREVIATIONS:
SCHEDULE ABBREVIATIONS: MAT = MATERIAL; FIN = FINISH; E. OR EX. = EXISTING TO REMAIN; PR = PAIR OF DOORS.
DOOR AND FRAME SCHEDULE
DOOR
NO.
DOOR FRAME HDW
SET
NO.
LABEL
(MIN.)
SILL REMARKS
DOOR
NO.
SIZE TYPE MAT FIN TYPE MAT FIN HEAD JAMB
FIRST FLOOR
8B PR 3'-0" x 7'-0" F HM PT FT-1 HM PT H1 J1 3 - - - 8B
8C PR 3'-0" x 7'-0" F HM PT FT-1 HM PT H1 J1 3 - - - 8C
8D PR 3'-0" x 7'-0" F HM PT FT-1 HM PT H1 J1 3 - - - 8D
8E PR 3'-0" x 7'-0" F HM PT FT-1 HM PT H1 J1 3 - - - 8E
8F PR 3'-0" x 7'-0" F HM PT FT-1 HM PT H1 J1 3 - - - 8F
H8-A PR 3'-0" x 7'-0" ± EX EX - - EX EX - - H1 SIM J1 SIM EX - - - EXISTING DOOR, FRAME & HARDWARE
RELOCATED
H8-A
H8-B PR 3'-0" x 8'-0" G HM PT FT-1 HM PT H3 J3 4 - - - H8-B
H8-C PR 3'-4" x 8'-0" G HM PT FT-1 HM PT H3 J3 6 - - - H8-C
H8-C2 4'-0" x 8'-0" N FRP FACT FT-1 ALUM FACT AH1 AJ1 7 - ALUM. H8-C2
H8-D 3'-0" x 8'-0" N HM PT FT-1 HM PT H3 J3 1 60 - - H8-D
H8-E 3'-0" x 8'-0" N HM PT FT-1 HM PT H3 J3 1 60 - - H8-E
H8-F 3'-0" x 8'-0" N HM PT FT-1 HM PT H3 J3 1 60 - - H8-F
H8-H PR 3'-4" x 8'-0" G HM PT FT-1 HM PT H3 J3 3 - - - H8-H
H8-L 3'-8" x 8'-0" N SS FACT FT-1 SS FACT H4 J4 2A 60 - - H8-L
H8-L2 4'-0" x 8'-0" G SS FACT FT-1 SS FACT H2 J2 2 - - H8-L2
H8-M PR 3'-4" x 8'-0" N SS FACT FT-1 SS FACT H4 J4 4 60 - - H8-M
H8-M2 4'-0" x 8'-0" G SS FACT FT-1 SS FACT H2 J2 2 - - H8-M2
PENTHOUSE
PH1 PR 4'-0" x 7'-0" F FRP FACT FT-1 ALUM FACT H7 J7 8 - ALUM. PH1
PH2 3'-0" x 7'-0" F FRP FACT FT-1 ALUM FACT H7 J7 7 - ALUM. PH2
PH3 3'-0" x 7'-0" F FRP FACT FT-1 ALUM FACT H7 J7 7 - ALUM. PH3
T/ CLEANROOM
H8-H2 3'-0" x 7'-0" G HM PT FT-1 SIM. HM PT H4 J4 5 - - - PROVIDE 4-SIDED DOOR FRAME H8-H2
H8-K2 3'-0" x 7'-0" N SS FACT FT-1 SIM. SS FACT H4 J4 2 60 - - PROVIDE 4-SIDED DOOR FRAME H8-K2
H8-K3 3'-0" x 7'-0" G SS FACT FT-1 SIM. SS FACT H1 J1 2 - - - PROVIDE 4-SIDED DOOR FRAME H8-K3
SCALE: 1" = 1'-0"A-7
PARTITION TYPES
SCALE: 1/2" = 1'-0"A-7
CASEWORK ELEVATION
EXP: 11/30/2028
NYSED Cert. No. 021270
11 65
EXEX
M1M1
EXEX
K1K1
EXEX
10/110/1
EXEX
EXEX
LL
EXEX
MM
EXEX
NN
EXEX
PHPH
PHPH
PHPH
BB
PHPH
AA
"0"
PHPH
PHPH
15' - 15' - 0"0" 18' - 9"18' - 9" 16' - 1"16' - 1"
S-6S-6 A
S-6S-6 B
--0'-6"0'-6"
F5F5
-2'--2'-0"0"
F6F6
-4'--4'-0"0"
F6F6P1P1 --0' - 5 1/2"0' - 5 1/2"
P1P1 --0' - 8"0' - 8"
S-7S-7
S-7S-7
P1P1 --0' - 8"0' - 8"
-6'-3"-6'-3"
FEFE
-6'-3"-6'-3"
FEFE
-6'-3"-6'-3"
FEFE P1P1
-2' - 8"-2' - 8"
P1P1 -2' - 8"-2' - 8"
P1P1 -2' - 8"-2' - 8"
P1P1 -2' - 8"-2' - 8"
3' 1 3 /4
3' 1 3 /4
T/ PIT SOG = [-2' - T/ PIT SOG = [-2' - 0"]0"]
6" CONCRETE6" CONCRETE
C8
C8
S-8S-8
S-8S-8
S-8S-8
S-1S-1
2'
2'
- 0 /4
3/ 4"
3' - 6"3' - 6"
C8
C8
S-8S-8
S-8S-8
F.S.F.S.
[-2' - 6"][-2' - 6"]
[-3' - 8"][-3' - 8"]
F.
S.
F.
S.
[-2
[-2
[-3
[-3
SHADED AREA INDICATES SHADED AREA INDICATES
EXTENT OF SLAB ON GRADE TO EXTENT OF SLAB ON GRADE TO
BE REMOVED AND REPLACEDBE REMOVED AND REPLACED
CJ (TYP.)CJ (TYP.)
CJ (TYP.)CJ (TYP.)
S-1S-1
S-1S-1
S-1S-1
16' - 1 5/8"16' - 1 5/8"
S-1S-1
S-1S-1
S-1S-1
S-1S-1
2'
- 1 /8
2'
- 1 /8
2' - 6"2' - 6"
C8 C8
F.
S.
F.
S.
[-2
[-2
[-3
[-3
110' - 0" TYP.0' - 0" TYP.
6'
6' 0" T
YP
0" T
YP
COORDINATE WITH MEPCOORDINATE WITH MEP
COORDINATE WITH MEPCOORDINATE WITH MEP
-6'-3"-6'-3"
FEFE
-6'-3"-6'-3"
FEFE
1'
- 1 1" W
AL
L
1'
- 1 1" W
AL
L
4'
4' 0" F
OO
TIN
G 0" F
OO
TIN
G 7' - 3"7' - 3"
6' 2"
6' 2"
11' - 2 1/4"11' - 2 1/4" 7' - 7' - 0"0"
18' - 2 1/4"18' - 2 1/4"
"0"1'
- 4
FO
OT
IN
G
1'
- 4
FO
OT
IN
G
VIBRATION ISOLATION VIBRATION ISOLATION
BY OTHERSBY OTHERS
VI
BR
AT
IO
N
IS
OL
AT
IO
N
VI
BR
AT
IO
N
IS
OL
AT
IO
N
BY
TH
ER
S
BY
O
TH
ER
S
VIBRATION ISOLATION VIBRATION ISOLATION
BY OTHERSBY OTHERS
T/ SLAB = [-T/ SLAB = [-0' - 0"]0' - 0"]
[-8' - [-8' - 0"]0"]
EXIST. 8" CMUEXIST. 8" CMU EXIST. FOOTINGSEXIST. FOOTINGS
4' - 6"4' - 6"
4'
4' 0" F
OO
TIN
G 0" F
OO
TIN
G
8" W
AL
L
8" W
AL
L
8" W
AL
L
8" W
AL
L
1.1.
2.2.
3.3.
4.4.
FOUNDATION NOTES:FOUNDATION NOTES:
TOP OF EXISTING SLAB ON GRADE ELEVATION IS DATUM, UNLESS NOTED OTHERWISE ON PLANS OR SECTIONS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF SLAB TOP OF EXISTING SLAB ON GRADE ELEVATION IS DATUM, UNLESS NOTED OTHERWISE ON PLANS OR SECTIONS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF SLAB
DEPRESSIONS.DEPRESSIONS.
ALL FLOOR SLABS ARE TO BE 6" CONCRETE SLAB ON GRADE WITH #4 BARS @ 16" O.C. EACH WAY SUPPORTED ON 3" BOLSTERS OR CONCRETE BRICKS, ON VAPOR BARRIER, ON 6" SUBBASE ALL FLOOR SLABS ARE TO BE 6" CONCRETE SLAB ON GRADE WITH #4 BARS @ 16" O.C. EACH WAY SUPPORTED ON 3" BOLSTERS OR CONCRETE BRICKS, ON VAPOR BARRIER, ON 6" SUBBASE MATERIAL. SEE TYPICAL SLAB ON GRADE DETAILS ON DRAWING S-7.MATERIAL. SEE TYPICAL SLAB ON GRADE DETAILS ON DRAWING S-7.
TOP OF EXISTING FOOTING ELEVATION IS -6'-9" FROM DATUM, UNLESS NOTED OTHERWISE ON PLANS OR SECTIONS. STEP TOP OF NEW FOOTINGS BELOW UNDERGROUND UTILITIES. VERIFY TOP OF EXISTING FOOTING ELEVATION IS -6'-9" FROM DATUM, UNLESS NOTED OTHERWISE ON PLANS OR SECTIONS. STEP TOP OF NEW FOOTINGS BELOW UNDERGROUND UTILITIES. VERIFY INVERT ELEVATIONS AND LOCATIONS WITH OTHER CONTRACTORS. INSTALL SLEEVES PROVIDED BY OTHER CONTRACTORS.INVERT ELEVATIONS AND LOCATIONS WITH OTHER CONTRACTORS. INSTALL SLEEVES PROVIDED BY OTHER CONTRACTORS.
WHERE NEW FOOTING ABUTS EXISTING FOOTING, MATCH THE BOTTOM OF NEW FOOTING ELEVATION TO BOTTOM OF EXISTING FOOTING ELEVATION. VERIFY BOTTOM OF EXISTING FOOTING WHERE NEW FOOTING ABUTS EXISTING FOOTING, MATCH THE BOTTOM OF NEW FOOTING ELEVATION TO BOTTOM OF EXISTING FOOTING ELEVATION. VERIFY BOTTOM OF EXISTING FOOTING
ELEVATION IN FIELD. ELEVATION IN FIELD.
T.O. SLAB ON GRADET.O. SLAB ON GRADE
ELEV. : ELEV. : 0' - 0"0' - 0"
T.O. PITT.O. PIT
ELEV. : -2' - ELEV. : -2' - 0"0"
1'
1'
- 0 "0"
2' - 6"2' - 6" 4"4"4"4"
FIREBLOCKEDFIREBLOCKED
OPENINGOPENING
REMOVAL INFILL REMOVAL INFILL
PANEL PER ARCHPANEL PER ARCH
FIRESTOPPED WALL FIRESTOPPED WALL
BENEATH DOORWAY BENEATH DOORWAY
/WALL BEYOND/WALL BEYOND
PIT SLAB PER PIT SLAB PER
PLAN NOTESPLAN NOTES
REMOVABLE FLOOR PANEL PER ARCH DWGsREMOVABLE FLOOR PANEL PER ARCH DWGs11
2 1/2"2 1/2" 5 1/2"5 1/2"
8"8"
COLUMN PIERCOLUMN PIER
COLUMN FOOTINGCOLUMN FOOTING
T.O. SLAB ON GRADET.O. SLAB ON GRADE
ELEV. : ELEV. : 0' - 0"0' - 0"
#4 @ 16" O.C.#4 @ 16" O.C.
8"8"
4"4" 6"6"
EXIST. SLABEXIST. SLAB #4 @ 16" O.C.#4 @ 16" O.C.
6"6"
T.O. SLAB ON GRADET.O. SLAB ON GRADE
ELEV. : ELEV. : 0' - 0"0' - 0"
T.O. FOOTINGT.O. FOOTING
ELEV. : -4' - ELEV. : -4' - 0"0"
T.O. PITT.O. PIT
ELEV. : -2' - ELEV. : -2' - 0"0"
#4 @12" O.C.#4 @12" O.C.
#4 @ 16" O.C.#4 @ 16" O.C.
(2) #4(2) #4 8"8"
#4 @ 16" O.C.#4 @ 16" O.C.
#4 @12" DOWEL 1'-6"x1'-6"#4 @12" DOWEL 1'-6"x1'-6"
#4 @12" O.C.#4 @12" O.C.
1' - 4"1' - 4"
"0"
1'
- 6
1'
- 6
EXG GRADE PEREXG GRADE PER
ORIGINAL DWGsORIGINAL DWGs
ELEV. : -3' - 9"ELEV. : -3' - 9"
6"6"
#4 @ 16" O.C.#4 @ 16" O.C.
#4 @12" O.C.#4 @12" O.C.
6"6"
#4 @ 16" O.C.#4 @ 16" O.C.
T.O. SLAB ON GRADET.O. SLAB ON GRADE
ELEV. : ELEV. : 0' - 0"0' - 0"
T.O. FOOTINGT.O. FOOTING
ELEV. : -4' - ELEV. : -4' - 0"0"
T.O. EXIST. FOUNDATIONT.O. EXIST. FOUNDATION
ELEV. : -6' - 9"ELEV. : -6' - 9"
T.O. PITT.O. PIT
ELEV. : -2' - ELEV. : -2' - 0"0"
S-1S-1
EXG GRADE PEREXG GRADE PER
ORIGINAL DWGsORIGINAL DWGs
ELEV. : -3' - 9"ELEV. : -3' - 9"
T.O. SLAB ON GRADET.O. SLAB ON GRADE
ELEV. : ELEV. : 0' - 0"0' - 0"
T.O. FOOTINGT.O. FOOTING
ELEV. : -4' - ELEV. : -4' - 0"0"
EXEX
T.O. EXIST. FOUNDATIONT.O. EXIST. FOUNDATION
ELEV. : -6' - 9"ELEV. : -6' - 9"
T.O. PITT.O. PIT
ELEV. : -2' - ELEV. : -2' - 0"0"
S-1S-1
4' - 4' - 0"0"
5"5"
2'
- 6
2'
- 6
5' 6"
5' 6"
"0"
"0"
12' - 12' - 0"0" 2' - 1"2' - 1"110"0"3' - 1"3' - 1"
EXIST. CONCRETEEXIST. CONCRETE
FOUNDATION WALL FOUNDATION WALL
BEYONDBEYOND
2'
- 6
2'
- 6
3' 9"
3' 9"
3'
3' 0"0"
1'
1'
- 0 "0"
EXG GRADE PEREXG GRADE PER
ORIGINAL DWGsORIGINAL DWGs
ELEV. : -3' - 9"ELEV. : -3' - 9"
EXIST. FOOTINGEXIST. FOOTING
3' - 3' - 0"0"6' - 6' - 0"0"
T.O. SLAB ON GRADET.O. SLAB ON GRADE
ELEV. : ELEV. : 0' - 0"0' - 0"
T.O. FOOTINGT.O. FOOTING
ELEV. : -4' - ELEV. : -4' - 0"0"
EXEX
T.O. EXIST. FOUNDATIONT.O. EXIST. FOUNDATION
ELEV. : -6' - 9"ELEV. : -6' - 9"
T.O. PITT.O. PIT
ELEV. : -2' - ELEV. : -2' - 0"0"
S-1S-1
8"8"
#4 @ 12" O.C.#4 @ 12" O.C.
ALTERNATE HOOKALTERNATE HOOK
#5 @ 12" O.C.#5 @ 12" O.C.
#4 @ 16" O.C.#4 @ 16" O.C.
EXG GRADE PEREXG GRADE PER
ORIGINAL DWGsORIGINAL DWGs
ELEV. : -3' - 9"ELEV. : -3' - 9"
3'
3' 0"0"
DRILL AND GROUT 6" INTO EXIST. WALLDRILL AND GROUT 6" INTO EXIST. WALL
110/S-7 TYP.0/S-7 TYP.
#4 @ 12" O.C.#4 @ 12" O.C.#4 @ 16" O.C#4 @ 16" O.C
#4 @ 12" O.C.#4 @ 12" O.C.
#4 @ 12" O.C.#4 @ 12" O.C.
#5 @ 12" O.C.#5 @ 12" O.C.
1'
1'
- 0 "0"
4' - 4' - 0"0"
8"8"
T.O. SLAB ON GRADET.O. SLAB ON GRADE
ELEV. : ELEV. : 0' - 0"0' - 0"
T.O. FOOTINGT.O. FOOTING
ELEV. : -4' - ELEV. : -4' - 0"0"
T.O. EXIST. FOUNDATIONT.O. EXIST. FOUNDATION
ELEV. : -6' - 9"ELEV. : -6' - 9"
T.O. PITT.O. PIT
ELEV. : -2' - ELEV. : -2' - 0"0"
S-1S-1
8"8"
GC TO COORDINATE ALL DIMENSIONS WITH FINAL DOCK LEVELER SUBMITTALGC TO COORDINATE ALL DIMENSIONS WITH FINAL DOCK LEVELER SUBMITTAL 7' - 3"7' - 3"
6"6"
1'
- 7 1/ 2"
1'
- 7 1/ 2"
EXG GRADE PEREXG GRADE PER
ORIGINAL DWGsORIGINAL DWGs
ELEV. : -3' - 9"ELEV.
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