ATTACHMENT 3A - DRAWINGS (ARCH SET).pdf
PDF 8 MB Posted
- Attached to
- ADAL Civil Engineering, Buildings 151 & 119
- Solicitation number
- W50S8Q-20-B-0004
- Issued by
-
Department of the Army National Guard
About this file
This document is a solicitation for construction services for buildings 151 and 119 at Springfield Air National Guard Base in Ohio. The project scope includes remodeling and additions to building 151 for mechanical, electrical, plumbing, communications, security, and finishes work, as well as remodeling of buildings 119a and 119b including finishes, mechanical, plumbing, and electrical. The construction duration is 360 calendar days with adequate time for inspection and punchlist. The total contract value is estimated between $5-10 million. The NAICS code is 236220 with a $39.5 million size standard. A pre-bid conference will be held on September 1 and bids are due September 24. The solicitation and plans are available through beta.SAM. The facility is located at Springfield Air National Guard Base in Springfield, Ohio.
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SYMBOLS
EARTHWORK
GRAVEL
GROUT
MASONRY
STEEL
PLYWOOD
FINISH LUMBER
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ABBREVIATIONS GENERAL NOTES
TYP TYPICAL
U
UNF UNFINISHED
UNO UNLESS NOTED OTHERWISE
UR URINAL
V
VB VAPOR BARRIER
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
VR VAPOR RETARDER
VTC VIDEO TELECONFERENCE
VTR VENT THROUGH ROOF
W
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WG WIRE GLASS
WOM WALK OFF MAT
WR WASTE RECEPTACLE
WRB WEATHER RESISTANT BARRIER
WRGWB WATER RESISTANT GYPSUM
WALLBOARD
WS WATER STOP
WTP WATER TREATMENT PLANT
WWTP WASTE WATER TREATMENT
PLANT
RH ROOF HATCH
RH RIGHT HAND
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RR RESTROOM
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S
S SOUTH
S2S SURFACE TWO SIDES
S4S SURFACE FOUR SIDES
SAPC SUSPENDED ACOUSTICAL
PANEL CEILING
SATC SUSPENDED ACOUSTICAL TILE
CEILING
SB SPLASH BLOCK
SC SHOWER CURTAIN
SCH SCHEDULE
SCHED SCHEDULE
SCR SHOWER CURTAIN ROD
SCW SOLID CORE WOOD
SCWD SOLID CORE WOOD DOOR
SD SMOKE DETECTOR
SE SOUTH EAST
SF SQUARE FOOT
SF SQUARE FEET
SFTWD SOFT WOOD
SGL SINGLE
SH SOAP HOLDER
SHR SHOWER
SHT MTL SHEET METAL FLASHING
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SLR SEALER
SM SQUARE METER
SMHD SHELF METAL HEAVY DUTY
SMK SMOKE
SMLS SEAMLESS
SND SANITARY NAPKIN AND
TAMPON DISPENSER
SP EL SPOT ELEVATION
SPEC SPECIFICATIONS
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SQFT SQUARE FOOT (FEET)
SQM SQUARE METER
SS STAINLESS STEEL
SSMR STANDING SEAM METAL ROOF
SST STAINLESS STEEL
ST STAIRS
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STL JST STEEL JOIST
STL RF
DK
STEEL ROOF DECK
STOR STORAGE
STR STRINGER
STRB/HR
N
STROBE / HORN
STRUCT STRUCTURE(AL)
SUB FL SUB FLOOR
SUSP SUSPENDED
SV SHEET VINYL
SW SOUTHWEST
SYM SYMMETRICAL
T
T TREAD
T&G TONGUE AND GROOVE
T/S TUB / SHOWER
TB TOWEL BAR
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACK BOARD
TLT TOILET
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRT TREATED
TRTD TREATED
TS TUBE STEEL
TV TELEVISION
MTL METAL
MWP MEMBRANE WATERPROOFING
N
N NORTH
NA NOT APPLICABLE
ND NAPKIN DISPOSAL
NDS NAPKIN DISPENSER
NE NORTH EAST
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION
COEFFICIENT
NTS NOT TO SCALE
NW NORTHWEST
O
O TO O OUT TO OUT
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
OFD OVERFLOW DRAIN
OFF OFFICE
OFOI OWNER FURNISHED OWNER
INSTALLED
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OPR OPERABLE
ORIG ORIGINAL
OSB ORIENTED STRAND BOARD
OTS OPEN TO STRUCTURE
OWSJ OPEN WEB STEEL JOINT
OZ OUNCE
P
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLE BOARD
PCC PRECAST CONCRETE
PCF POUND PER CUBIC FOOT
PCT PERCENT
PEMB PRE-ENGINEERED METAL
BUILDING
PERF PERFORATED
PERM PERIMETER
PERP PERPENDICULAR
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTIC
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
POC POINT OF CONTACT
POLY POLYSTYRENE
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PREFAB PREFABRICATED
PRKG PARKING
PS
CONC
PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PWR POWER
Q
QT QUARRY TILE
QTY QUANTITY
R
R RISER
RB RUBBER BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECESSED
REF REFERENCE
REFR REFRIGERATOR
REM REMOVABLE
REP REPAIR
REQ REQUIRE
REQ'D REQUIRED
RES RESILIENT
RESIL RESILIENT
REV REVISION
RF RESILIENT FLOORING
GAL GAL
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERMENT FURNISHED /
CONTRACTOR INSTALLED
GFCMU GROUND FACE CONCRETE
MASONRY UNIT
GL GRID LINE
GL GLASS
GLZ GLAZING
GR FL GROUND FLOOR
GRTG GRATING
GS GRATING SUPPORT
GV GRAVEL
GWB GYPSUM WALL BOARD
GYBD GYPSUM WALL BOARD
GYP GYPSUM
H
H HORN
HB HOSE BIBB
HC HOLLOW CORE
HC HANDICAP
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY
PARTICULATE AIR FILTER
HGT HEIGHT
HK HOOK
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HVAC HEATING VENTILATION AND AIR
CONDITIONING
HW,
HDWR
HARDWARE
HYD HYDRAULIC
I
IBC INTERNATIONAL BUILDING
CODE
ICF INSULATED CONCRETE FORM
IF INSIDE FACE
IG INSULATING GLASS
IJ ISOLATION JOINT
ILO IN LIEU OF
IN INCH
INCAND INCANDESCENT
INSUL INSULATION
IRP INSULATED ROOF PANEL
ITG INSULATED TEMPERED GLASS
IWP INSULATED WALL PANEL
J
J JUNCTION BOX
JAN JANITOR
JST JOIST
JT JOINT
K
KIT KITCHEN
KPD KEYPAD
KPL KICKPLATE
L
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUNDS
LDG LANDING
LF LINEAR FOOT (FEET)
LG LONG
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNT LINTEL
LOC LOCATION
LP LIGHT POLE
LS LABORATORY SINK
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M
M METERS
MAT MATERIAL
MATL MATERIAL
MAX MAXIMUM
MB MOISTURE BARRIER
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL (ROOM)
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIN MINIMUM, MINUTE
MIRR MIRROR
MO MASONRY OPENING
MOD MODIFY
MRGWB MOISTURE RESISTANT
GYPSUM WALLBOARD
MTD MOUNTED
MTG MOUNTING
CONC
FLR
CONCRETE FLOOR
CONF CONFERENCE
CONST CONSTRUCTION
CONT CONTINUOUS
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CP CENTER POINT
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE - BASE
CTF CERAMIC TILE - FLOOR
CTR CENTER
CTW CERAMIC TILE - WALL
CU FT CUBIC FEET
CWT CERAMIC WALL TILE
D
D DEPTH
D LABEL D LABEL CLASS DOOR
DBL DOUBLE
DEMO DEMOLISH
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIST DISTANCE
DK DECK
DN DOWN
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
DWG(S) DRAWING(S)
E
E EAST
E LABEL E LABEL CLASS DOOR
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATOR
ELEC ELECTRIC(AL)
ELEV ELEVATION
ENGR ENGINEER
ENTR ENTRY
EOG EDGE OF GUTTER
EP EXPLOSTION PROOF
EPS EXPANDED POLYSTYRENE
BOARD
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPOSED
EXP AB EXANSION ANCHOR BOLT
EXT EXTERIOR
EXT GR EXTERIOR GRADE
F
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR
PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FD FLOOR DRAIN
FDTN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FLOOR
FF INSUL FOIL FACED INSULATION
FFE FINISH FLOOR ELEVATION
FG FINISH GRADE
FH FIRE HOSE
FIG FIGURE
FIN FINISH (ED)
FIXT FIXTURE
FL FLOOR
FLDG FOLDING
FLEX FLEXIBLE
FLMT FLUSH MOUNTED
FLR FLOOR
FLUOR FLUORESCENT
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STEEL
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED
PLASTIC
FRT FIRE RETARDANT TREATED
FT FOOT
FTG FOOTING
FUR FURRING
FWC FABRIC WALLCOVERING
G
GA GAGE, GAUGE
A LABEL A LABEL CLASS DOOR
A/C AIR CONDITIONING UNIT
AB ANCHOR BOLT
ABA ARCHITECTURAL BARRIERS
ACT
ABDN ABANDON
ACC ACCESSIBLE
ACI AMERICAN CONCRETE
INSTITUTE
ACOUST ACOUSTIC(AL)
ACP ACOUSTICAL CEILING PANEL
ACS AUTOMATIC CONTROL SYSTEM
ACT ACOUSTICAL CEILING TILE
ACU AIR CONDITIONING UNIT
ADA AMERICANS WITH DISABILITIES
ACT
ADD ADDITIONAL
ADMIN ADMINISTRATION
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APPROX APPROXIMATE(LY)
APVD APPROVED
AR AS REQUIRED
ARCH ARCHITECT(URAL)
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
B
B LABEL B LABEL CLASS DOOR
BALC BALCONY
BB BASEBOARD
BD BOARD
BET BETWEEN
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S
ASSOCIATION
BL BASELINE
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BM BEAM
BN BULLNOSE
BOD BASIS OF DESIGN
BOF BOTTOM OF FOOTING
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRG BEARING
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT UP ROOF
C
C CONC CAST CONCRETE
C LABEL C LABEL CLASS DOOR
C-C CENTER TO CENTER
CAB CABINET
CAB CABLE
CAV CAVITY
CB CEMENTITIOUS (BACKER)
BOARD
CD CONSTRUCTION DOCUMENT(S)
CDW CHILLED DRINKING WATER
CEM
PLAS
CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR FURNISHED/
CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED
EQUIPMENT
CFLG COUNTER FLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD FORM METAL FRAMING
CFS CUBIC FEET PER SECOND
CFT CERAMIC FLOOR TILE
CG CORNER GUARD
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG
DIFF
CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR CLEAR
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CO COLUMN
COL COLUMN
COMM COMMUNICATIONS
CONC CONCRETE
22. UNLESS NOTED OTHERWISE EXTEND ALL METAL STUD
FRAMING TO BOTTOM CORD OF STEEL JOISTS ABOVE.
CONTINUE SOUND ATTENUATING INSULATION AND GWB EA
SIDE FOR SOUND CONTROL BETWEEN ADJACENT SPACES.
23. PROVIDE FLASHING AND ENCLOSURES AS REQUIRED AT NEW
MECHANICAL AND ELECTRICAL EXTERIOR WALL
PENETRATIONS TO MAINTAIN WATER/WEATHER TIGHT SEAL AT
WALL NEW PENETRATIONS. MATCH ADJACENT WALL MATERIAL
FINISH AND COLOR.
24. PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL
CONSTRUCTION AS INDICATED. WHERE NOT SHOWN, PROVIDE
MAXIMUM SPACING BETWEEN JOINTS OF 30'-0." VERIFY FINAL
CONTROL JOINT LOCATIONS WHETHER OR NOT INDICATED ON
THE DRAWINGS WITH CONTRACTING OFFICER PRIOR TO
STARTING WORK.
25. INTERIOR STUD SPACING SHALL BE MINIMUM 16" ON CENTER
UNLESS NOTED OTHERWISE.
26. PROVIDE MOISTURE AND MOLD -RESISTANT GYPSUM BOARD
ON WALLS WITH OPERABLE PLUMBING FIXTURES AND WITHIN
4'-0" OF DRINKING FOUNTAINS OR WATER COOLERS.
27. VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT,
DOOR HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID
BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. PROVIDE
FIRE-TREATED WOOD BLOCKING OR METAL STRAPS BETWEEN
FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT AND
USE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING
HEIGHTS ARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE
WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE
LOCATIONS WITH MANUFACTURER OR SUPPLIER AND REFER
MOUNTING HEIGHT QUESTIONS TO CONTRACTING OFFICER
FOR INTERPRETATION.
28. PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME
PERIMETERS AND SURROUNDING WALL CONSTRUCTION
UNLESS OTHERWISE INDICATED.
29. PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR
WINDOW AND STOREFRONT FRAME PERIMETERS AND
SURROUNDING CONSTRUCTION UNLESS OTHERWISE
INDICATED.
30. PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS SUCH AS
GYPSUM BOARD AND MASONRY, MASONRY AND CONCRETE,
COUNTERTOPS AND WALLS, ETC.
31. DO NOT BEGIN WORK THAT MAY REQUIRE COORDINATION,
SUCH AS CEILING INSTALLATION, PRIOR TO FINAL SUBMITTAL
OF MECHANICAL AND ELECTRICAL COORDINATION DRAWINGS
TO CONTRACTING OFFICER NOR PRIOR TO RESOLUTION AND
APPROVAL OF COORDINATION ISSUES.
32. REFER TO LIFE SAFETY DRAWINGS FOR FIRE-RATED FLOOR,
WALL, CEILING AND ROOF LOCATIONS. INSTALL FIRESTOPPING
AT PENETRATIONS IN RATED CONSTRUCTION AND AT TOPS OF
RATED WALLS.
33. PROVIDE UNDERSLAB TERMITE PROTECTION AS REQUIRED BY
GOVERNING BUILDING CODE REQUIREMENTS FOR NEW
CONCRETE FLOOR SLABS.
34. CONFIRM QUANTITY, TYPE AND PLACEMENT OF ALL FIRE
EXTINGUISHERS WITH THE FIRE MARSHAL. COORDINATE FINAL
LOCATIONS WITH THE CONTRACTING OFFICER PRIOR TO
PLACEMENT. FIRE EXTINGUISHER BASIS OF DESIGN: LARSEN
SURFACE MOUNTED OR APPROVED EQUAL.
35. MANUFACTURERS ARE REFERENCED TO ESTABLISH STYLE,
SIZE, COLOR AND MATERIAL CHARACTERISTICS.
36. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO
ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE
AND/OR TO INSTALL NEW CONSTRUCTION ADJACENT TO
EXISTING CONSTRUCTION WITHOUT ANY VISIBLE JOINTS OR
SURFACE IRREGULARITIES.
37. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT
THE CONDITION IS NOT ADJUSTABLE WITHOUT APPROVAL OF
THE ARCHITECT. CLEAR DIMENSIONS ARE TYPICAL
38. "MAXIMUM" OR "MAX" AS USED IN THESE DOCUMENTS SHALL
MEAN THAT THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY
NOT VARY TO A DIMENSION OR QUANTITY GREATER THAN
THAT SHOWN WITHOUT APPROVAL OF THE ARCHITECT.
39. "MINIMUM" OR "MIN" AS USED IN THESE DOCUMENTS SHALL
MEAN THAT THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY
NOT VARY TO A DIMENSION OR QUANTITY LESS THAN THAT
SHOWN WITHOUT APPROVAL OF THE ARCHITECT.
40. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT
THE CONDITION OR DIMENSION IS THE SAME OR
REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.
41. "+/-" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE
DIMENSION OR QUALITY IS SLIGHTLY ADJUSTABLE TO
ACCOMMODATE ACTUAL CONDITIONS, FIELD VERIFICATION AND
COORDINATION WITH OTHER ELEMENTS AS MIGHT BE
NECESSARY.
1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK.
ANY WORK REQUIRED TO PROVIDE THE SCOPE OF WORK
GRAPHICALLY INDICATED BY THESE DRAWINGS IS PART OF
THE SCOPE OF THE CONSTRUCTION CONTRACT. IN THE EVENT
ANY WORK IS INDICATED GRAPHICALLY AND NOT NOTED, THE
CONSTRUCTION CONTRACTOR SHALL BE EXPECTED TO
CONSTRUCT THE DESIGN USING INFORMATION AND TYPICAL
OR SIMILAR DETAILS PROVIDED IN THE CONSTRUCTION
DOCUMENTS.
2. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE
CONTRACTING OFFICER ANY ERRORS, INCONSISTENCIES OR
OMISSIONS IN THE CONTRACT DOCUMENTS DISCOVERED BY
OR MADE KNOWN TO THE CONTRACTOR PRIOR TO ORDERING
OF ANY MATERIALS OR PROCEEDING WITH THE WORK AS A
REQUEST FOR INFORMATION IN SUCH FORM AS THE
ARCHITECT MAY REQUIRE.
3. MECHANICAL, ELECTRICAL, STRUCTURAL AND PLUMBING
INFORMATION ON THE ARCHITECTURAL DRAWINGS IS
PROVIDED FOR CLARITY AND / OR LOCATION PURPOSES ONLY,
SEE RELEVANT DISCIPLINE DRAWINGS FOR SPECIFIC
INFORMATION.
4. FLASHING COLOR TO MATCH ADJACENT WALL COLOR UNLESS
NOTED OTHERWISE.
5. BUILDING HEIGHTS AND ELEVATIONS ARE BASED UPON
PROJECT FINISH ELEVATION OF 0'-0" AT THE FIRST FLOOR.
6. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING CODES,
ORDINANCES AND REGULATORY AGENCIES. DISCREPANCIES
SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S
ATTENTION PRIOR TO PROCEEDING WITH THE WORK.
7. ALL DOORS IN STUD WALLS NOT LOCATED BY DIMENSION ON
PLANS OR DETAILS SHALL BE 4" (100mm) FROM FRAMING TO
ADJACENT PERPENDICULAR WALL TO EDGE OF DOOR
OPENING.
8. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR
CONSTRUCTION PURPOSES ONLY.
9. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL
BE PRESERVATIVE TREATED WOOD.
10. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND
MANUFACTURERS' PUBLISHED STANDARDS FOR QUALITY OF
MATERIALS AND WORKMANSHIP, AS WELL AS REQUIREMENTS
IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING
REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE
BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR
TO PROCEEDING WITH THE WORK.
11. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE AND
NEW WORK.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SHALL
VERIFY EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS,
AT THE SITE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT
IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND OR
CONFLICTS BEFORE COMMENCEMENT OF WORK.
COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE
OF ALL NEW OR EXISTING CONDITIONS.
13. UNLESS NOTED OTHERWISE ALL NEW GYPSUM WALLBOARD IS
TO RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.
14. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION,
AND ALTERATION OPERATIONS SHALL BE APPLIED TO THIS
PROJECT.
15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS
PER PRODUCT MANUFACTURER'S STANDARDS.
16. ALL DISSIMILAR MATERIALS SHALL BE ISOLATED FROM EACH
OTHER TO AVOID GALVANIC CORROSION.
17. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE
CODES AND AS REQUIRED FOR MECHANICAL EQUIPMENT AND
PLUMBING WORK. ALL ACCESS PANEL LOCATIONS SHALL BE
REVIEWED WITH THE CONTRACTING OFFICER PRIOR TO
PROCEEDING.
18. PIPE DUCTS AND BUSS DUCTS THAT PENETRATE FLOOR SLABS
OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT
WILL PRESERVE THE MOISTURE RESISTANCE, FIRE RATING, AIR
AND/OR VAPOR BARRIER, AND STRUCTURAL INTEGRITY OF THE
BUILDING.
19. INTERIOR PARTITION MOVEMENT CONTROL: (A). VERTICAL
CONTROL JOINTS FOR ANY WALL ARE TO OCCUR AT NOT MORE
THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNO. (B). THE
TYPICAL MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION
AT THE HEAD OF THE WALL CONSTRUCTION RUNNING TO THE
UNDERSIDE OF THE STRUCTURE SHALL BE +/- 1/2".
20. ALL CONCEALED WOOD FRAMING, AND PLYWOOD SHALL BE
FIRE RETARDANT TREATED (FRT) EXCEPT THAT NON-FRT
BLOCKING, NAILERS AND FURRING MAY BE USED WHERE
INSTALLED IN ACCORD WITH IBC 718 (INCLUDING DIMENSIONAL
WOOD BLOCKING, FIRE BLOCKING, REQUIREMENTS, ETC.).
WOOD BLOCKING INSTALLED IN ACCORD WITH IBC SECITON
603 FOR HANDRAILS, MILLWORK, CABINETS, WINDOWS AND
DOORS IS NOT REQUIRED TO BE FRT. AT COPINGS AND
ROOFING TERMINATIONS ALL BLOCKING SHALL BE PRESSURE
TREATED (PT).
21. VERIFY ALL ROUGH OPENING REQUIREMENTS FOR PLUMBING
FIXTURES PRIOR TO FRAMING WALLS.
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4'
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1' - 0" MIN
4'
0" M
IN
MIN
1' - 10"
FRONT APPROACH, PULL SIDE
FRONT APPROACH, PUSH SIDE
WITH BOTH CLOSER AND LATCH
HINGE APPROACH, PUSH SIDE
WITH BOTH CLOSER AND LATCH
4'
6" M
IN
MIN
3' - 6"
HINGE APPROACH, PULL SIDE
LATCH APPROACH, PULL SIDE
MIN
1' - 6" 5'
0"
M
IN
MIN
3' - 0"
HINGE APPROACH, PULL SIDE
4'
0" M
IN
MIN
2' - 0"
LATCH APPROACH, PULL SIDE
WITH CLOSER
4'
6" M
IN
MIN
2' - 0"
WITH
CLOSER
LATCH APPROACH, PUSH SIDE
4'
0" M
IN
MIN
2' - 0"
M
AX
. 4
M
AX
. 4
M
AX
. 3
" M
IN
2'
0"
MIRROR SOAP
DISPENSER
PAPER TOWEL
DISPENSER
" M
IN
2'
0"
M
AX
. 3
1/ 4"
2'
6"
TOILET PAPER
DISPENSER
TOILET PAPER
HOLDER
SANITARY NAPKIN
DISPOSAL
3'
2"
SANITARY NAPKIN
DISPENSER
4'
0"
4'
0"
ACCESSIBLE
COAT HOOK
ELECTRIC
HAND DRYER
3'
/4
(NOTE: SOME ITEMS SHOWN MAY NOT BE APPLICABLE TO THE PROJECT)
NOTE: NOT TO BE
USED BELOW GRAB
BARS
F.E.C. BRACKET MOUNTED F.E.
4'
0"
SWITCHES / DEVICES
1'
4"
6'
8"
4'
0"
VISUAL FIRE ALARM
LIGHT SWITCH
THERMOSTAT
CONV.
OUTLET
DIRECTIONAL
SIGNAGE
WALL SIGN FOR
IDENTIFICATION OF
PERMANENT ROOMS
& SPACES W/ 18" x
18" CLEAR FLR.
SPACE
LATCH SIDE OF
DOOR 5'
0"
LABORATORY
TESTING
SIGNAGE LOCATION & MOUNTING HEIGHT
TO
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8" 10"PROVIDE BLOCKING
PROVIDE BLOCKING FOR
ALL SURFACE MOUNTED
ACCESSORIES (TYPICAL)
GRID / COLUMN LINE
DESIGNATOR
DOOR TAGINTERIOR
ELEVATION
MARK
TP-1
WALL TAG
WINDOW TAG
SECTION MARK
EXTERIOR
ELEVATION
MARK
REVISION TAG
DETAIL CALLOUT
MARK
NORTH ARROW
SPOT ELEVATION
SHEET NUMBER
WHERE
INTERIOR
ELEVATION IS
DRAWN
KEYNOTE
GRAPHIC SCALE
X
EQ-00 EQUIPMENT TAG
W3630 CASEWORK TAG
A.F.F.1'-0"SHEET NUMBER
WHERE EXTERIOR
ELEVATION IS
DRAWN
SHEET NUMBER
WHERE SECTION
IS DRAWN
SHEET NUMBER
WHERE DETAIL IS
DRAWN
REVISION CLOUD
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
ROOM TAG
ROOM NAME
ROOM NUMBER
ROOM AREA
TYPICAL VIEW
TITLE STRING
WITH REF. BUBBLE
X
X-XXX
X
X-XXX
X
X-XXX
X
XX
X
X-XXX
X
X-XXX SCALE: NTS
VIEW NAME
TYPICAL VIEW
TITLE STRING
WITHOUT REF. BUBBLESCALE: NTS
VIEW NAME
ROOM NAME
000 SF
CEILING TAG W/ HEIGHT
TOILET ACCESSORY TAGT-00
0'-0"
N
ANNOTATIONS
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1. IT IS THE INTENT OF THE DESIGN THAT ALL ITEMS SHOWN MOUNTED AT TYPICAL HEIGHTS
FOR COMPLIANCE WITH GOVERNING AUTHORITY OF ADAAG, ABA, AND/OR ANSI 117.1
CURRENT EDITIONS
2. THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE TYPICAL MOUNTING HEIGHTS AND
CLEARANCES - WHERE APPLICABLE - CAUTION: THIS SHEET MAY ILLLUSTRATE ITEMS OR
CONFIGURATIONS WHICH DO NOT OCCUR AS PART OF THE WORK. REFER TO PLANS,
ELEVATIONS, SECTIONS AND SCHEDULES TO DETERMINE WHICH ITEMS AND
CONFIGURATIONS APPLY TO THE WORK OF THIS PROJECT.
3. PROVIDE IN-WALL BLOCKING AS REQUIRED FOR ALL SURFACE MOUNTED ACCESSORIES.
GENERAL NOTESMOUNTING HEIGHTSMANEUVERING CLEARANCE
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10 11 13
76 74
35 44
39 40
15 16
14 18
26 25
24 23
101011
B
EXIT
EXIT
T.D.=65'-6"
NEW ADDITION
990 10 B
NEW ADDITION
895 3 S-1
ALTERATION TO
EXISTING
EXISTING
EXIT
EXIT
EXIT
EXIT
EXIT EXIT
T.D.=85'-6"
787579
B
EXISTING
T.D.= 120'-8"
325 4 B
ALTERATION TO
EXISTING
425 5 B
ALTERATION TO
EXISTING
628521 S-1
EXISTING
15n 194090 A-3
EXISTING
C.P.E.=14'-6"
FEC
FEC
EXIT
T.D. = XX' TRAVEL DISTANCE = __ FEET
PATH OF TRAVEL SYMBOL
FIRE EXTINGUISHER AND
SURFACE MOUNTED CABINET
SEE DETAIL 1/A-502
EXIT
EGRESS EXIT
EXIT
EGRESS DOORWAY
LIFE SAFETY LEGEND
C.P.E. = XX' COMMON PATH OF EGRESS = __ FEET
PATH OF TRAVEL SYMBOL
EXIT
ACCESSIBLE EXIT
0 0 X
OCCUPANCY - USE
CLASSIFICATION
AREA OF SPACE
OCCUPANT LOAD FACTOR
OCCUPANT LOAD PER SPACE
FEC
NEW ADDITION
NEW ADDITION
N
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SCALE: 1/16" = 1'-0"
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SCALE: 1/16" = 1'-0"
LIFE SAFETY PLAN
BUILDING CODE AND LIFE SAFETY ANALYSIS
SUMMARY
MIXED GROUP USE OCCUPANCY - A3, B & S1 (IBC CHAPTER 3)
MIXED USE, NON-SEPARATED (IBC 506.2.4)
FULLY AUTOMATED FIRE SUPPRESSION SYSTEM PROVIDED (IBC TABLE 903.2)
SPECIAL REQUIREMENTS BASED ON OCCUPANCY N/A (UFC 3-600-01)
TOTAL OCCUPANCY PER USE GROUPS A3, B, & S1 223 (IBC TABLE 1004.1.2)
GENERAL BUILDING
EXISTING NOT ALTERED EXISTING - USE GROUP A3: 1,940 SF
/ USE GROUP B: 7,875 SF / USE
GROUP S1: 6,285 SF
NUMBER OF STORIES: 1 STORIES TOTAL HEIGHT OF
BUILDING: 24 FEET
TOTAL AREAS PROVIDED: A3: (EX. 1,940 SF + NEW 0), B:
(EX.7,875 SF + 2,750), S-1: (EX. 6,285
SF + NEW 895 SF) = TOTAL BUILDING
AREA: 20,780 GSF
GENERAL BUILDING LIMITATIONS
AREAS BASED ON USE GROUP "A3, B & S1" (IBC TABLE 503)
NUMBER OF STORIES PERMITTED 3 STORIES (IBC TABLE 504.4)
STORIES PROVIDED 1 STORIES
TOTAL AREA PERMITTED: A3: 38,000 SF / B: 69,000 SF / S1:
70,000 SF
(IBC TABLE 506.2)
QUALIFIES FOR NON-SEPARATED
COCUPANCY DESIGN METHOD
SINCE TOTAL SQUARE FOOTAGE IS
LESS THAN MOST RESTRICTED USE
GROUP A3.
MOST RESTRICTIVE USE GROUP A3 PERMITTED SF: 38,000 SF PER STORY (IBC 506)
BUILDING AREA : PROVIDED 20,780 SF TOTAL (IBC TABLE 503)
BUILDING HEIGHT PERMITTED 75 FT (IBC TABLE 504.3)
BUILDING HEIGHT PROVIDED 24 FT
OCCUPANCY SEPARATIONS: BETWEEN GROUP "A" AND ("B" &" S1") NOT REQUIRED (IBC TABLE 508.4)
TYPE OF CONSTRUCTION
TYPE "IIB" NON-COMBUSTIBLE (IBC 601)
FIRE-RESISTANT CONSTRUCTION
BUILDING ELEMENTS - FIRE-RESISTANCE RATING (IBC TABLE 601)
PRIMARY STRUCTURAL FRAMING 0 HR
BEARING WALLS - EXTERIOR 0 HR
BEARING WALLS - INTERIOR 0 HR
NON-BEARING WALLS AND PARTITIONS - INTERIOR 0 HR
FLOOR CONSTRUCTION AND ASS. SECONDARY 0 HR
ROOF CONSTRUCTION AND ASS. SECONDARY 0 HR
FIRE SEPARATION DISTANCE X > 30 FT (IBC TABLE 602)
FIRE WALLS N/A (IBC TABLE 706.4)
FIRE BARRIERS N/A (IBC TABLE 707.3.10)
FIRE PARTITIONS N/A (IBC 708)
SMOKE BARRIERS N/A (IBC 709)
SMOKE PARTITIONS N/A (IBC 710)
SHAFT ENCLOSURES N/A (IBC 713.4)
INTERIOR WALL & CEILING FINISHES - EXITS & STAIRWAYS CLASS A (UFC 3-600-01)
INTERIOR WALL & CEILING FINISHES - CORRIDORS CLASS B (UFC 3-120-10)
INTERIOR WALL & CEILING FINISHES - ROOMS CLASS C
FLOOR FINISHES CLASS II (UFC 3-600-01)
FIRE PROTECTION SYSTEMS
AUTOMATIC SPRINKLER SYSTEM - FULLY SPRINKLED
THROUGHOUT
PROVIDED (UFC 3-600-01)
STANDPIPE SYSTEM N/A (UFC 3-600-01)
FIRE EXTINGUISHERS CLASS A, 4A-60B-C (UFC 3-600-01, NFPA 10)
FIRE ALARM & DETECTION SYSTEM REQUIRED, PROVIDED MANUAL (UFC 3-600-01, NFPA 101)
MASS NOTIFICATION SYSTEM REQUIRED - INHABITED (UFC 04-101-01)
MEANS OF EGRESS / EXITS
REQUIRED EXIT WIDTH / OCCUPANTS - STAIRS (#OCC. X .3
INCHES)
66.9 INCHES (NFPA 101 TABLE 7.3.3.1)
REQUIRED EXIT WIDTH / OCCUPANTS - DOORS, OTHER (#OCC. X .2
INCHES)
44.6 INCHES (NFPA 101 TABLE 7.3.3.1)
ACCESSIBLE MEANS OF EGRESS 2 REQUIRED / 6 PROVIDED (2 REQ.
FOR ADDITIONS ONLY)
(NFPA 101)
MAX. COMMON PATH OF EGRESS - ASSEMBLY 20 FEET / 75 FEET, 75 FEET FOR < 50
OCCUPANTS - FULLY SPRINKLED
(NFPA 101)
MAX. COMMON PATH OF EGRESS - BUSINESS 100 FEET, FULLY SPRINKLED (NFPA 101)
MAX. COMMON PATH OF EGRESS - STORAGE 100 FEET, FULLY SPRINKLED (NFPA 101)
MAX. EXIT ACCESS TRAVEL DISTANCE 75 FEET / 125 FEET, 75 FEET FOR <
50 OCCUPANTS - FULLY SPRINKLED
(ADDITIONS DO NOT ADD TO
TRAVEL REQUIREMENTS)
(NFPA 101)
MIN. CORRIDOR WIDTH 44 INCHES (NFPA 101)
MAX. CORRIDOR DEAD END - ASSEMBLY 20 FEET (NFPA 101)
MAX. CORRIDOR DEAD END - BUSINESS 50 FEET (NFPA 101)
MAX. CORRIDOR DEAD END - STORAGE 100 FEET (NFPA 101)
EXITS 4 REQUIRED / 8 PROVIDED
(ADDITIONS TO NOT ADD TO EXIT
REQUIREMENTS)
(NFPA 101)
PLUMBING FIXTURES
WATER CLOSETS 9 REQUIRED / 9 PROVIDED
(EXISTING)
(UFC 3-420-01)
LAVATORIES 6 REQUIRED / 6 PROVIDED
(EXISTING)
(UFC 3-420-01)
DRINKING FOUNTAINS 2 REQUIRED / 2 PROVIDED
(EXISTING)
(UFC 3-420-01)
MOP BASINS 1 REQUIRED / 1 PROVIDED
(EXISTING)
(UFC 3-420-01)
APPLICABLE BUILDING CODES
2015 INTERNATIONAL BUILDING CODE (IBC) - OHIO BUILDING CODE W/ AUG 2018 UPDATES
NFPA 1 FIRE CODE
NFPA 70 (2011) NATIONAL ELECTRICAL CODE
NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE
NFPA 80 STANDARD FOR FIRE DOORS & OTHER OPENING PROTECTIVES
2014 NFPA 101 SAFETY CODE
29 CFR (OSHA)
2010 ADA STANDARDS / ICC A117.1
ANSI/ASHRAE/IESNA STANDARDS 90.1 - 2007 ENERGY STANDARD
COMCHECK V5.0
ARCHITECTURAL BARRIERS ACT (ABA)
ASME A17.1
ANSI A17.1 - 1993
UFC 1-200-01 GENERAL BUILDING REQUIREMENTS
UFC 1-200-02 HIGH PERFORMANCE & SUSTAINABLE BUILDING REQUIREMENTS
UFC 1-300-09N DESIGN PROCEDURES
UFC 3-101-10 ARCHITECTURE
UFC 3-110-03 ROOFING
UFC 3-120-10 INTERIOR DESIGN
UFC 3-190-02FA BUILDERS HARDWARE
UFC 3-210-02 POV SITE CIRCULATION & PARKING
UFC 3-210-05FA LANDSCAPE DESIGN & PLANTING
UFC 3-400-01 ENERGY CONSERVATION
UFC 3-410-01FA HVAC
UFC 3-410-02A HVAC CONTROL SYSTEMS
UFC 3-420-01 PLUMBING SYSTEMS
UFC 3-530-01 LIGHTING CONTROL SYSTEMS
UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 3, 1 MARCH 2013
UFC 4-010-01 MINIMUM ANTITERRORISM STANDARDS FOR BUILDING
UFC 4-021-01 MASS NOTIFICATION SYSTEM
GROSS SQUARE FOOTAGE
EXISTING BUSINESS = 9,830 GSF
NEW ADDITION BUSINESS = 2,000 GSF
TOTAL BUSINESS = 11,830 GSF
NOTE: SEE ROOM SCHEDULE ON SHEET A-101 FOR ROOM NAMES M
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1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17
D2
D2
D2
D1
D1
D2
D4
D4
D4
D2
D1
D2
D4D3
AREA A
AREA B
AREA A
AREA B
VIF
1' - 1 1/2" 3' - 4 1/2"
D7
D5
D5
D3D3
D3
D3
D3D3D3
D3
D3
D3 D3
D11
D3
D3
D11
D3
D15
D15
D15
D15
D15
D15
D15
D15
D15
D15
D15
D15
D15
D15
D15 D15 D15
D15 D15 D15 D15
D15 D15
D15
D15
D15
D15
D3
D11
D11
D11 D11
D11
D12
D12
D13
D13
D16D16
D16D16 D3
D3D3
D19
D7
D7
3'
1/
2" 4'
1/ 4"
D1
GWB STUD WALL
GWB STUD WALL
CMU WALL
D1 D2
D23
D23
D20
12' - 9 1/4"
3' - 2 1/2" D21D21
TOILET
PARTITIONS
D2
D1
D27
D26
D26
D26
D26
TOILET
PARTITIONS
GWB STUD WALL
D25D25D25D25D25D25
D25
D25
D25
D25
D25
D14
D14
D1
D22
EXISTING EXTERIOR WALL
INFILL WINDOW OPENING
WITH 8" CMU
1 1/2" METAL STUD @ 16" O.C. MAX
5/8" GYPSUM WALL BOARD, PAINT
REFER TO STRUCTURAL
DRAWINGS FOR
REINFORCEMENT AND
TYPICAL CONNECTION
DETAILING
PAINT EXTERIOR FACE OF CMU
TO MATCH ADJACENT BRICK
PHOTO KEY LEGEND
DENOTES PHOTO LOCATION
PHOTO NUMBER
DIRECTION PHOTO WAS TAKEN
REFERENCE SHEETS AD104 AND AD105
FOR PHOTOS
4"
EXISTING
STRUCTURE
8" CMU
BOND BEAM
REF.TO STRUCT.
3 5/8" MTL. STUDS
@ 16' O.C.
5/8" GYP. BD.
7/8" HAT CHANNEL
@ 16" O.C.
(RUNNING VERTICALLY)
'J' BEAD
CONT.
BACKER ROD
AND SEALANT,
TYP.
GYPSUM JAMB
AT EXISTING
OPENING
EXISTING
WINDOW SILL
REMOVED
N
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5'-4" 10'-8" 21'-4"
SCALE: 3/32" = 1'-0"
1' 2' 4'
SCALE: 1/2" = 1'-0"
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SCALE: 3/32" = 1'-0"
FLOOR PLAN - DEMOLITION
GENERAL NOTES - DEMOLITION
A. ALL AREAS DESIGNATED BY DASHED LINES ARE TO BE REMOVED.
B. ALL AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE
REMOVED SHALL REMAIN INTACT. PATCH AND REPAIR EXISTING
ADJACENT SURFACES AS REQUIRED AFTER DEMOLITION TO
MATCH EXISTING OR IN ACCORDANCE WITH PROPOSED
RENOVATIONS.
C. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR
OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR
COLLAPSE OF ELEMENTS TO BE DEMOLISHED AND ADJACENT
EXISTING ELEMENTS TO REMAIN.
D. LOCATE AND IDENTIFY EXISTING UTILITIES, INCLUDING SANITARY
SEWER SYSTEM, AND ASCERTAIN THEIR CONDITION TO ENSURE
ADEQUATE PERFORMANCE OF ALL UTILITIES IN NEW
CONSTRUCTION. PROTECT UTILITY LINES AND HARDWARE
DURING DEMOLITION AND CONSTRUCTION PHASES.
E. ALL HAZARDOUS MATERIALS WILL BE ADDRESSED BY
GOVERNMENT. IF HAZARDOUS MATERIALS ARE ENCOUNTERED
DURING DEMOLITION OPERATIONS IT SHALL BE BROUGHT TO
CONTRACTING OFFICER'S ATTENTION.
F. CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED OF STUDS,
PLYWOOD AND 10 MIL PLASTIC DUST BARRIER. ALL WOOD
PRODUCTS SHALL BE CLASS 3 OR BETTER FLAME SPREAD RATE.
PLASTIC SHEATHING SHALL BE LESS THAN 450 SMOKE DENSITY
AS MEASURED BY ASTM E84. PROVIDE AN ACCESS DOOR.
G. CONTRACTOR IS RESPONSIBLE TO REMOVE FROM BUILDING SITE
DEBRIS, TRASH, AND OTHER DISCARDED MATERIALS AND/OR
EQUIPMENT RESULTING FROM DEMOLITION OPERATIONS.
TRANSPORT AND LEGALLY DISPOSE OFF SITE
H. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON THE
PROJECT SITE.
I. SEE M/P/E DRAWINGS FOR COORDINATION AND FURTHER
INFORMATION ON MECHANICAL, PLUMBING AND ELECTRICAL
DEMOLITION. INCLUDING BUT NOT LIMITED TO EXISTING
PLUMBING FIXTURES, DRAINAGE AND VENT PIPING, AND SURFACE
MOUNTED CONDUIT AND WIREMOLD. REMOVE OR RELOCATE
INTERIOR SURFACE MOUNTED ITEMS WHERE THEY CONFLICT
WITH NEW WORK.
J. COORDINATE ALL DEMOLITION WITH CONTRACTING OFFICER AND
OTHER TRADES.
K. IN ALL AREAS OF CONSTRUCTION REMOVE ALL EXISTING WALL
MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO TACKBOARDS,
PHOTOGRAPHS, FRAMED ITEMS, SIGNAGE, SAFETY EQUIPMENT
AND ALL ASSOCIATED HANGERS AND SUPPORTS. TURN OVER,
CAREFULLY STORE FOR RE-USE/REINSTALLATION OR DISPOSE
OF AS DIRECTED BY CONTRACTING OFFICER.
L. VERIFY DIMENSIONS AND LOCATIONS. IT IS ANTICIPATED THAT
EXISTING CONDITIONS SHALL REQUIRE SLIGHT ADJUSTMENTS.
M. PATCH AND REPAIR WALLS AT ALL REMOVED WALL MOUNTED
EQUIPMENT, INCLUDING FIRE EXTINGUISHER CABINETS,
SIGNAGE, HOOKS AND HANGERS AND ALL OTHER
MISCELLANEOUS ITEMS, TO MATCH ADJACENT WALL SURFACES
N. PROVIDE TEMPORARY SUPPORT AND REATTACHMENT FOR
CEILING MOUNTED FIXTURES AND EQUIPMENT NOT SCHEDULED
FOR REMOVAL.
KEYNOTES
D1 REMOVE WALL, PATCH EXISTING FLOOR AS REQUIRED FOR NEW
FLOOR FINISH.
D2 REMOVE DOOR(S) AND FRAME(S) IN IT'S ENTIRETY.
D3 REMOVE FLOOR FINISH MATERIAL AND BASE MATERIAL TO
SUBSURFACE (IE CONCRETE SLAB).
D4 CUT NEW DOOR OPENING - SHORE AND BRACE WHILE PREPERATION
FOR INSTALLATION OF NEW LINTEL AND TOOTHED-IN NEW CMU AT
JAMBS.
D5 REMOVE WINDOW, SILL AND FRAME. INFILL WALL. SEE DETAIL
1/AD101.
D7 REMOVE ALL EXISTING WINDOW BLINDS IN ADMIN AREA (AREA B)
ONLY.
D11 EXISTING FLOOR MATERIAL TO REMAIN.
D12 REMOVE EXISTING COUNTERTOP. STORE SINKS FOR INSTALLATION
IN NEW COUNTERTOP IN IT'S ENTIRETY.
D13 REMOVE EXISTING RESTROOM TOILET PARTITIONS.
D14 REMOVE EXISTING RESTROOM ACCESSORIES AND REPLACE PER
SCHEDULE ON SHEET A101B.
D15 REMOVE EXISTING WINDOW. PREPARE FOR NEW WINDOW IN IT'S
ENTIRETY.
D16 REMOVE EXSTING GLAZING WITHIN STOREFRONT SYSTEM, REPLACE
WITH NEW LAMINATED GLAZING SYSTEM AND FRAME BITE IN
ACCORDANCE WITH ASTM F2248.
D19 INFILL WALL, SEE DETAIL THIS SHEET FOR DOOR AND WINDOW
INFILLS AT EXISTING EXTERIOR WALLS.
D20 REMOVE EXISTING MEZZANINE PLATFORM AND ALL ASSOCIATED
FRAMING AND CONNECTIONS.
D21 SALVAGE EXISTING WALK OUT EQUIPMENT TO GOVERNMENT.
COORDINATE STORAGE WITH GOVERNMENT'S CONTRACTING
OFFICER.
D22 REMOVE EXISTING EXTERIOR CEILING IN IT'S ENTIRETY.
D23 EXISTING WALL COVERING TO REMAIN.
D25 REMOVE EXISTING GLAZING IN EXTERIOR DOOR, REPLACE WITH NEW
LAMINATED GLAZING SYSTEM AND FRAME BITE IN ACCORDANCE
WITH ASTM F2248. EXISTING DOOR AND HARDWARE TO REMAIN.
D26 REMOVE EXISTING WINDOW BLINDS.
D27 REMOVE EXISTING PLUMBING FIXTURE(S) AND ASSOCIATED PIPING.
CAP EXISTING RUNS AT FLOOR. PREPARE FOR NEW FLOORING
SYSTEM.
SCALE: 1/2" = 1'-0"AD101
1 WINDOW INFILL
NOTE: ALL DIMENSIONS SHOWN TO BE VERIFIED IN FIELD.
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DETAIL AT EXISTING WINDOW
SILL
D
E
F
G
H
J
K
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
D10
D24
D24
D24D28
D28D28
D28
AREA A
AREA B
AREA A
AREA B
D28
D10
D28
C
A
D
E
F
G
H
J
K
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
D17
D17 D17
D17
D17
D17
D18 D18
D17
D17
D17
D17
D17
D17
D17
D17
D17
D17
D17 D17
D18
D17
D17
D18
D18
D17
D17
D17
D17
D17
D18
D18
D17
D17
D22
D17
D17 D17
D17
D18
D18
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
EXPOSED
STRUCTURE
AREA A
AREA B
AREA A
AREA B
2'x2' ACT CEILING
CEILING LEGEND
GYP. BD. CEILING /
SOFFIT
2 X 4 RECESSED
EMERGENCY LIGHT
EXPOSED STRUCTURE
ABOVE
NOTE: REFER TO ELECTRICAL DRAWINGS FOR
NEW LIGHT FIXTURE LOCATIONS, TYPE, TYPICAL.
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AD102
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SCALE: 1/16" = 1'-0"
EXISTING ROOF PLAN - DEMOLITION
SCALE: 1/16" = 1'-0"
EXISTING REFLECTED CEILING PLAN -
DEMOLITION
KEYNOTES
D17 REMOVE EXISTING CEILING SYSTEM AND ALL ASSOCIATED
COMPONENTS.
D18 EXISTING CEILING TO REMAIN.
D22 REMOVE EXISTING EXTERIOR CEILING IN IT'S ENTIRETY.
D24 EXISTING ROOF SYSTEM TO REMAIN.
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OPEN BAYS
OFFICE 2
D4 D6
D6D6
D7
D9
6' - 6"
D7D7
D8
D10D10
BAY
6 BAY
RESTROOM
MECH
JANITOR
STORAGE
OFFICE
D1
D2
D3
D3
D3
D3
D5
D8
D1D1
D6
D10D10
D10D10
PHOTO KEY LEGEND
DENOTES PHOTO LOCATION
PHOTO NUMBER
DIRECTION PHOTO WAS TAKEN
REFERENCE SHEETS AD106 FOR
PHOTOS
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2'-8" 5'-4" 10'-8"
SCALE: 3/16" = 1'-0"
/1
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AD103
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SCALE: 3/16" = 1'-0"
BUILDING 119 A EXISTING FLOOR PLAN - DEMOLITION
SCALE: 3/16" = 1'-0"
BUILDING 119 B EXISTING FLOOR PLAN - DEMOLITION
GENERAL NOTES - DEMOLITION
A. ALL AREAS DESIGNATED BY DASHED LINES ARE TO BE REMOVED.
B. ALL AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE
REMOVED SHALL REMAIN INTACT. PATCH AND REPAIR EXISTING
ADJACENT SURFACES AS REQUIRED AFTER DEMOLITION TO
MATCH EXISTING OR IN ACCORDANCE WITH PROPOSED
RENOVATIONS.
C. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR
OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR
COLLAPSE OF ELEMENTS TO BE DEMOLISHED AND ADJACENT
EXISTING ELEMENTS TO REMAIN.
D. LOCATE AND IDENTIFY EXISTING UTILITIES, INCLUDING SANITARY
SEWER SYSTEM, AND ASCERTAIN THEIR CONDITION TO ENSURE
ADEQUATE PERFORMANCE OF ALL UTILITIES IN NEW
CONSTRUCTION. PROTECT UTILITY LINES AND HARDWARE
DURING DEMOLITION AND CONSTRUCTION PHASES.
E. ALL HAZARDOUS MATERIALS WILL BE ADDRESSED BY
GOVERNMENT. IF HAZARDOUS MATERIALS ARE ENCOUNTERED
DURING DEMOLITION OPERATIONS IT SHALL BE BROUGHT TO
CONTRACTING OFFICER'S ATTENTION.
F. CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED OF STUDS,
PLYWOOD AND 10 MIL PLASTIC DUST BARRIER. ALL WOOD
PRODUCTS SHALL BE CLASS 3 OR BETTER FLAME SPREAD RATE.
PLASTIC SHEATHING SHALL BE LESS THAN 450 SMOKE DENSITY
AS MEASURED BY ASTM E84. PROVIDE AN ACCESS DOOR.
G. CONTRACTOR IS RESPONSIBLE TO REMOVE FROM BUILDING SITE
DEBRIS, TRASH, AND OTHER DISCARDED MATERIALS AND/OR
EQUIPMENT RESULTING FROM DEMOLITION OPERATIONS.
TRANSPORT AND LEGALLY DISPOSE OFF SITE.
H. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON THE
PROJECT SITE.
I. SEE M/P/E DRAWINGS FOR COORDINATION AND FURTHER
INFORMATION ON MECHANICAL, PLUMBING AND ELECTRICAL
DEMOLITION. INCLUDING BUT NOT LIMITED TO EXISTING
PLUMBING FIXTURES, DRAINAGE AND VENT PIPING, AND SURFACE
MOUNTED CONDUIT AND WIREMOLD. REMOVE OR RELOCATE
INTERIOR SURFACE MOUNTED ITEMS WHERE THEY CONFLICT
WITH NEW WORK.
J. COORDINATE ALL DEMOLITION WITH CONTRACTING OFFICER AND
OTHER TRADES.
K. IN ALL AREAS OF CONSTRUCTION REMOVE ALL EXISTING WALL
MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO TACKBOARDS,
PHOTOGRAPHS, FRAMED ITEMS, SIGNAGE, SAFETY EQUIPMENT
AND ALL ASSOCIATED HANGERS AND SUPPORTS. TURN OVER,
CAREFULLY STORE FOR RE-USE/REINSTALLATION OR DISPOSE
OF AS DIRECTED BY CONTRACTING OFFICER.
L. VERIFY DIMENSIONS AND LOCATIONS. IT IS ANTICIPATED THAT
EXISTING CONDITIONS SHALL REQUIRE SLIGHT ADJUSTMENTS.
M. PATCH AND REPAIR WALLS AT ALL REMOVED WALL MOUNTED
EQUIPMENT, INCLUDING FIRE EXTINGUISHER CABINETS,
SIGNAGE, HOOKS AND HANGERS AND ALL OTHER
MISCELLANEOUS ITEMS, TO MATCH ADJACENT WALL SURFACES.
N. PROVIDE TEMPORARY SUPPORT AND REATTACHMENT FOR
CEILING MOUNTED FIXTURES AND EQUIPMENT NOT SCHEDULED
FOR REMOVAL.
KEYNOTES
D1 REMOVE EXISTING RESTROOM FIXTURES AND LOCKERS FOR NEW
ADA RESTROOM LAYOUT.
D2 REMOVE EXISTING EYEWASH STATION AND ALL ASSOCIATED
COMPONENTS, PIPING, ETC.
D3 REMOVE EXISTING PAINT COATING AT WALLS IN PREPARATION FOR
NEW COATING SYSTEM.
D4 REMOVE EXISTING MEZZANINE AND ALL ASSOCIATED FRAMING
COMPONENTS, SALVAGE TO END USER.
D5 REMOVE EXISTING PAINTING EXHAUST HOOD AND ALL ASSOCIATED
MATERIALS.
D6 REMOVE PARTITION WALL
D7 REMOVE DOOR(S) AND FRAME(S) COMPLETE.
D8 REMOVE FLOOR FINISH MATERIAL TO SUBSURFACE (IE CONCRETE
SLAB)
D9 CUT NEW DOOR OPENING - PREP FOR INSTALLATION OF NEW LINTEL
AND TOOTHED-IN NEW CMU AT JAMBS
D10 REMOVE EXISTING CEILING AND ALL ASSOCIATED FRAMING
COMPONENTS. EXPOSED ROOF STRUCTURE TO REMAIN.
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CHKD:
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DESN:
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C op yr ig ht : T et ra
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/1
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T. HOURIGAN
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AD104
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SCALE: 3/16" = 1'-0"AD104
1 PHOTO 151-1
KEYNOTES
A1 CLEAN, REPAINT TO MATCH EXISTING COLOR ALL EXTERIOR
PASSAGE DOORS AND FRAMES.
A2 CLEAN, REPAINT TO MATCH EXTERIOR COLOR OVERHEAD DOOR
PANELS AND FRAMES.
A11 REPLACE EXISTING GLAZING WITH NEW LAMINATED GLAZING
SYSTEM AND FRAME BITE IN ACCORDANCE WITH ASTM F2248.
VERIFY ALL EXISTING CURTAIN WALL DIMENSIONS IN FIELD.
A30 PAINT EXISTING CEILING CLOUDS AT LOBBY.
D1 REMOVE WALL, PATCH EXISTING FLOOR AS REQUIRED FOR NEW
FLOOR FINISH.
D2 REMOVE DOOR(S) AND FRAME(S) IN IT'S ENTIRETY.
D3 REMOVE FLOOR FINISH MATERIAL AND BASE MATERIAL TO
SUBSURFACE (IE CONCRETE SLAB).
D4 CUT NEW DOOR OPENING - SHORE AND BRACE WHILE
PREPERATION FOR INSTALLATION OF NEW LINTEL AND
TOOTHED-IN NEW CMU AT JAMBS.
D5 REMOVE WINDOW, SILL AND FRAME. INFILL WALL. SEE DETAIL
1/AD101.
D7 REMOVE ALL EXISTING WINDOW BLINDS IN ADMIN AREA (AREA
B) ONLY.
D15 REMOVE EXISTING WINDOW. PREPARE FOR NEW WINDOW IN
IT'S ENTIRETY.
D16 REMOVE EXSTING GLAZING WITHIN STOREFRONT SYSTEM,
REPLACE WITH NEW LAMINATED GLAZING SYSTEM AND FRAME
BITE IN ACCORDANCE WITH ASTM F2248.
D17 REMOVE EXISTING CEILING SYSTEM AND ALL ASSOCIATED
COMPONENTS.
D18 EXISTING CEILING TO REMAIN.
D20 REMOVE EXISTING MEZZANINE PLATFORM AND ALL
ASSOCIATED FRAMING AND CONNECTIONS.
D21 SALVAGE EXISTING WALK OUT EQUIPMENT TO GOVERNMENT.
COORDINATE STORAGE WITH GOVERNMENT'S CONTRACTING
OFFICER.
D25 REMOVE EXISTING GLAZING IN EXTERIOR DOOR, REPLACE WITH
NEW LAMINATED GLAZING SYSTEM AND FRAME BITE IN
ACCORDANCE WITH ASTM F2248. EXISTING DOOR AND
HARDWARE TO REMAIN.
SCALE: 3/16" = 1'-0"AD104
2 PHOTO 151-2
SCALE: 3/16" = 1'-0"AD104
3 PHOTO 151-3
SCALE: 3/16" = 1'-0"AD104
4 PHOTO 151-4
SCALE: 3/16" = 1'-0"AD104
5 PHOTO 151-5
SCALE: 3/16" = 1'-0"AD104
6 PHOTO 151-6
SCALE: 3/16" = 1'-0"AD104
7 PHOTO 151-7
SCALE: 3/16" = 1'-0"AD104
8 PHOTO 151-8
SCALE: 3/16" = 1'-0"AD104
9 PHOTO 151-9
D18
A30
D16
D16
D15
D7
D15
D7
D4
NEW ADDITION
NEW ADDITION
D1
D2
D17
D25D15
D25
A2
A1
D4
D20
D21
NEW ADDITION
D5
D15
D25
A1
D3
D17
A11
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T.HOURIGAN
Q.BIAGI
AD105
SP
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KEYNOTES
A11 REPLACE EXISTING GLAZING WITH NEW LAMINATED GLAZING
SYSTEM AND FRAME BITE IN ACCORDANCE WITH ASTM F2248.
VERIFY ALL EXISTING CURTAIN WALL DIMENSIONS IN FIELD.
A16 RE-INSTALL EXISTING SINKS IN NEW SOLID SURFACE
COUNTERTOP.
A19 NEW RESTROOM ACCESSORIES. SEE SCHEDULE THIS SHEET.
A30 PAINT EXISTING CEILING CLOUDS AT LOBBY.
D3 REMOVE FLOOR FINISH MATERIAL AND BASE MATERIAL TO
SUBSURFACE (IE CONCRETE SLAB).
D4 CUT NEW DOOR OPENING - SHORE AND BRACE WHILE
PREPERATION FOR INSTALLATION OF NEW LINTEL AND
TOOTHED-IN NEW CMU AT JAMBS.
D7 REMOVE ALL EXISTING WINDOW BLINDS IN ADMIN AREA (AREA
B) ONLY.
D11 EXISTING FLOOR MATERIAL TO REMAIN.
D12 REMOVE EXISTING COUNTERTOP. STORE SINKS FOR
INSTALLATION IN NEW COUNTERTOP IN IT'S ENTIRETY.
D13 REMOVE EXISTING RESTROOM TOILET PARTITIONS.
D15 REMOVE EXISTING WINDOW. PREPARE FOR NEW WINDOW IN
IT'S ENTIRETY.
D16 REMOVE EXSTING GLAZING WITHIN STOREFRONT SYSTEM,
REPLACE WITH NEW LAMINATED GLAZING SYSTEM AND FRAME
BITE IN ACCORDANCE WITH ASTM F2248.
D17 REMOVE EXISTING CEILING SYSTEM AND ALL ASSOCIATED
COMPONENTS.
D18 EXISTING CEILING TO REMAIN.
SCALE: 3/16" = 1'-0"AD105
10 PHOTO 151-10
SCALE: 3/16" = 1'-0"AD105
11 PHOTO 151-11
SCALE: 3/16" = 1'-0"AD105
12 PHOTO 151-12
SCALE: 1" = 40'-0"AD105
13 PHOTO 151-13
SCALE: 1" = 40'-0"AD105
14 PHOTO 151-14
SCALE: 1" = 40'-0"AD105
15 PHOTO 151-15
SCALE: 1" = 40'-0"AD105
16 PHOTO 151-16
A11
D16
D3
D15
D18
A30
D3
D15
D11
D12
D13
A16
A19
D3
D3
D15
D17
D4
D7
D17
D17
D15
D7
D3
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2 3 4 5 6 7
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C op yr ig ht : T et ra
T ec h
/1
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T. HOURIGAN
Q. BIAGI
AD106
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SCALE: 1" = 40'-0"AD106
1 PHOTO 119-1
SCALE: 1" = 40'-0"AD106
2 PHOTO 119-2
SCALE: 1" = 40'-0"AD106
3 PHOTO 119-3
SCALE: 1" = 40'-0"AD106
5 PHOTO 119-5
SCALE: 1" = 40'-0"AD106
6 PHOTO 119-6
SCALE: 1" = 40'-0"AD106
7 PHOTO 119-7
SCALE: 1" = 40'-0"AD106
4 PHOTO 119-4
KEYNOTES
D1 REMOVE EXISTING RESTROOM FIXTURES AND LOCKERS FOR
NEW ADA RESTROOM LAYOUT.
D3 REMOVE EXISTING PAINT COATING AT WALLS IN PREPARATION
FOR NEW COATING SYSTEM.
D4 REMOVE EXISTING MEZZANINE AND ALL ASSOCIATED FRAMING
COMPONENTS, SALVAGE TO END USER.
D5 REMOVE EXISTING PAINTING EXHAUST HOOD AND ALL
ASSOCIATED MATERIALS.
D6 REMOVE PARTITION WALL
D7 REMOVE DOOR(S) AND FRAME(S) COMPLETE.
D8 REMOVE FLOOR FINISH MATERIAL TO SUBSURFACE (IE
CONCRETE SLAB)
D9 CUT NEW DOOR OPENING - PREP FOR INSTALLATION OF NEW
LINTEL AND TOOTHED-IN NEW CMU AT JAMBS
D10 REMOVE EXISTING CEILING AND ALL ASSOCIATED FRAMING
COMPONENTS. EXPOSED ROOF STRUCTURE TO REMAIN.
D4
D3
D5
D10
D6
D8
D5
D8
D1
D8
D1
D3
SCALE: 1" = 40'-0"AD106
8 PHOTO 119-8
D7
D9
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A-202
A-201
C
A
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1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17
A-301
A-301
35 44
63 62 61
FAX/COPY
15 16
14 18
26 25
24 23
SEE SHEET
A101B
SEE SHEET
A101A
SEE SHEET
A101B
SEE SHEET
A101A
AREAS INDICATE MINOR CONSTRUCTION (M)
FUNDING
5. ALL AREAS NOT INDICATED BY MINOR
CONSTRUCTION, WILL BE CONSIDERED REPAIR (S).
6. PROPORTIONATELY ALLOCATE SCOPE OF WORK COST
FOR ELEMENTS THAT SERVICE BOTH MINOR
CONSTRUCTION AND REPAIR ZONES.
7. ALL EXISTING WALLS THAT ARE MODIFIED FOR MINOR
CONSTRUCTION WILL BE CONSIDERED (M).
A-301
NEW ADDITION
NEW ADDITION
A-6013A-601
A-601 4
NEW STUD WALL
NEW CMU WALL
EXISTING CMU WALL
EXISTING PARTITION WALL
WALL LEGEND
NEW EXTERIOR CMU/BRICK WALL
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C op yr ig ht : T et ra
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5'-4" 10'-8" 21'-4"
SCALE: 3/32" = 1'-0"
/1
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SCALE: 3/32" = 1'-0"
FLOOR PLAN
ROOM SCHEDULE
NUMBER NAME
1 VEST
2 LOBBY
3 PUBLISHING / MAIL CENTER
4 WING TRAINING
5 TRAINING / TESTING / COMPUTER
CLASSROOM
6 COMM STORAGE
7 CONFERENCE
8 CLIENT SER.1
9 CLIENT SER. 2
10 COMPUTER CAFE
11 OPS CHIEF
12 STAN / EVAL
13 P & R CHIEF
14 RADIO 3
15 RADIO 1
16 RADIO 2
17 OPEN OFFICE
18 RADIO 4
19 COMM CHIEF
20 QA
21 COMM CC
22 REAL PROP / RA
23 INFRAST. 4
24 INFRAST. 3
25 INFRAST. 2
26 INFRAST. 1
27 KNOW OPS
28 KNOW OPS
29 PLANS SHOP - ADMIN
30 CYBER SECURITY
31 CLOSET
32 NET OPS
33 SIPR CAFE
34 RESTROOM VESTIBULE
35 WOMEN
36 BREAK
37 PA ADMIN / PERSONNEL
38 MULTIMEDIA STUDIO
39 PA NCOIC
40 PA OFFICER
41 VESTIBULE
42 CORRIDOR 1
43 RESTROOM VESTIBULE
44 MEN
46 WORKSTATIONS
47 DRAFTING
48 SHARED ADMIN.
49 ENGINEERING
50 POWER PRO 1
51 POWER PRO 2
52 EM TECH
53 NCOIC
54 CE CHIEF
55 DEP BCE
56 BCE
57 TRAINING MANAGER
58 ENVIRONMENTAL
59 REPRODUCTION
60 SUPPLIES
61 TELCOM
62 ELECT
63 MECH
64 ITE STORAGE / STAGING
65 SERVER ROOM
66 SECURE CRYPTO
68 TOOL ROOM
69 MATERIAL CONTROL / WORK
CONTROL
70 SHOP SUPERVISORS
71 POWER PRODUCTION
72 MECH. / UTILITY SHOP
73 STORAGE
74 WELDING SHOP
75 CORRIDOR 3
76 CARPENTRY / PAVEMENT &
GROUND SHOP
77 CORRIDOR 2
78 CORRIDOR 4
GENERAL NOTES - FLOOR PLAN
1. REFER TO SHEETS A-001 AND A-002 FOR GENERAL
NOTES, SYMBOLS, LEGENDS AND STANDARDS AND
TYPICAL MOUNTING HEIGHTS.
2. REFER TO SHEET A-601 FOR DOOR TYPES, FRAME
TYPES, AND DOOR SCHEDULE.
3. REFER TO SHEETS A-503 FOR PARTITION TYPES AND
DETAILS.
4. REFER TO SHEETS A-701 & A-702 FOR ROOM FINISH
SCHEDULE, SIGNAGE SCHEDULE, AND DETAILS.
ALIGN
ALIGN
M
AR
K D
AT
E
D E S
C R
IP
T I
O N
BY
1 2 /1
3/
TY
P E
B -3
S U
BM
IT
A-201
H
J
K
L
7 8 9 10 11 12 13 14 15 16 17
A-301
SEE SHEET
A101B
5936 35 44
63 62 61
13' - 4"
41B
41A
SEE SHEET
A101B
AL
IG
N
75 75
P-3 P-3
P-3
P-1
P-1
P-3
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1 W1
W1W1
A3
A1
A2
A4
A1
A1A1 A1A1A1
A1
A2
A1
A10 TYP AT ALL
NEW
WINDOWS
A31
76A 76B 72B 77B 71B
64A
A2A2
A2
ALIGN
AL
IG
N
A3
TYP.
NEW STUD WALL
NEW CMU WALL
EXISTING CMU WALL
EXISTING PARTITION WALL
WALL LEGEND
NEW EXTERIOR CMU/BRICK WALL
N
CHKD:
DRWN:
PROJ:
DESN:
A
B
C
D
E
F
2 3 4 5 6 7
Bar measures 1 inch, otherwise drawing is not to scale
C op yr ig ht : T et ra
T ec h
4' 8' 16'
SCALE: 1/8" = 1'-0"
/1
1/
:2 9:
P
M
BI
M
0-
6-
Sp rin gf ie ld O
H B ld g
1/ A-
SP
R
IN
G
FI
EL
D A
N G
B
LD
G
_v
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200-11652-18005
J. HUNSUCKER
T. HOURIGAN
Q. BIAGI
A101A
SP
R
IN
G
FI
EL
D -B
EC
KL
EY
A
N G
B, O
H
IO
A N
G
AD
AL
C
IV
IL
E
N G
IN
EE
R
IN
G B
U
IL
D
IN
G S
W
AA
R
AR
C
H
IT
EC
TU
R
AL
F
LO
O R
PL
AN
AR
EA
A
SCALE: 1/8" = 1'-0"
FLOOR PLAN - AREA A
ROOM SCHEDULE
NUMBER NAME
1 VEST
2 LOBBY
3 PUBLISHING / MAIL CENTER
4 WING TRAINING
5 TRAINING / TESTING / COMPUTER
CLASSROOM
6 COMM STORAGE
7 CONFERENCE
8 CLIENT SER.1
9 CLIENT SER. 2
10 COMPUTER CAFE
11 OPS CHIEF
12 STAN / EVAL
13 P & R CHIEF
14 RADIO 3
15 RADIO 1
16 RADIO 2
17 OPEN OFFICE
18 RADIO 4
19 COMM CHIEF
20 QA
21 COMM CC
22 REAL PROP / RA
23 INFRAST. 4
24 INFRAST. 3
25 INFRAST. 2
26 INFRAST. 1
27 KNOW OPS
28 KNOW OPS
29 PLANS SHOP - ADMIN
30 CYBER SECURITY
31 CLOSET
32 NET OPS
33 SIPR CAFE
34 RESTROOM VESTIBULE
35 WOMEN
36 BREAK
37 PA ADMIN / PERSONNEL
38 MULTIMEDIA STUDIO
39 PA NCOIC
40 PA OFFICER
41 VESTIBULE
42 CORRIDOR 1
43 RESTROOM VESTIBULE
44 MEN
46 WORKSTATIONS
47 DRAFTING
48 SHARED ADMIN.
49 ENGINEERING
50 POWER PRO 1
51 POWER PRO 2
52 EM TECH
53 NCOIC
54 CE CHIEF
55 DEP BCE
56 BCE
57 TRAINING MANAGER
58 ENVIRONMENTAL
59 REPRODUCTION
60 SUPPLIES
61 TELCOM
62 ELECT
63 MECH
64 ITE STORAGE / STAGING
65 SERVER ROOM
66 SECURE CRYPTO
68 TOOL ROOM
69 MATERIAL CONTROL / WORK
CONTROL
70 SHOP SUPERVISORS
71 POWER PRODUCTION
72 MECH. / UTILITY SHOP
73 STORAGE
74 WELDING SHOP
75 CORRIDOR 3
76 CARPENTRY / PAVEMENT &
GROUND SHOP
77 CORRIDOR 2
78 CORRIDOR 4
GENERAL NOTES - FLOOR PLAN
1. REFER TO SHEETS A-001 AND A-002 FOR GENERAL
NOTES, SYMBOLS, LEGENDS AND STANDARDS AND
TYPICAL MOUNTING HEIGHTS.
2. REFER TO SHEET A-601 FOR DOOR TYPES, FRAME
TYPES, AND DOOR SCHEDULE.
3. REFER TO SHEETS A-503 FOR PARTITION TYPES AND
DETAILS.
4. REFER TO SHEETS A-701 & A-702 FOR ROOM FINISH
SCHEDULE, SIGNAGE SCHEDULE, AND DETAILS.
KEYNOTES
A1 CLEAN, REPAINT TO MATCH EXISTING COLOR ALL
EXTERIOR PASSAGE DOORS AND FRAMES.
A2 CLEAN, REPAINT TO MATCH EXTERIOR COLOR
OVERHEAD DOOR PANELS AND FRAMES.
A3 INFILL OPENING IN EXISTING WALL WITH CMU BLOCK TO
MATCH IN THICKNESS.
A4 REPLACE EXISTING WINDOW WITH NEW ALUMINUM
WINDOW ASSEMBLY.
A10 NEW LIGHT CONTROLLING ROLLER SHADES.
A31 3/4" FIRE RATED PLYWOOD ATTACHED TO WALLS PER
LAYOUT PROVIDED BY COMMUNICATION/ELECTRICAL
DRAWINGS.
M
AR
K D
AT
E
D E S
C R
IP
T I
O N
BY
1 2 /1
3/
TY
P E
B -3
S U
BM
IT
A-201
A-202
C
A
D
E
F
G
H
J
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A-301
A-301
39 40
15 16
14 18
26 25
24 23
39 40
41A
2'
0"
M O
4'
0" 6'
8"
M O
4'
0"
10' - 7 3/4"
41B
7'
7"
7'
6" 11' - 6"
/4
18' - 3 3/4"
28' - 0"
11' - 4"
MO
4' - 0" 6' - 8"
MO
4' - 0"
1'
8" M
O
4'
0" 9'
4"
M O
4'
0" 8'
8"
M O
4'
0"
3'
0"
22' - 0"
MO
4' - 0" 2' - 0"
0"
2'
8"
1' - 4"
27' - 4"
5' - 4"
MO
4' - 0"
6' - 0"
MO
4' - 0"
2' - 8"
MO
3' - 4"
" V
.I.
F.
10' - 0"
2' - 0"
A-302
A-302
A-302
AD101
W1 W1
W1
P-4
P-1
P-1
P-1
W1
W1
W1
W1
W1W1
W1
P-1
P-1
P-1
P-1
P-1
W1
W1 W1 W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1 W1
P-1
A15
A10 A4
TYP
A10
TYP
A10
TYP
A-302
A-302
5' - 0"
5'
1/
4"
A16
A16
A19
A19
A101B
A11A11
A11A11
A11
12' - 2 1/2" 7' - 7 1/2" 10' - 3 1/4" 5' - 3 1/4"
3'
1/
2"
/2
17' - 3 1/2" 8' - 9"
1" EXP. JT.
1" E
XP
. J
T.
A-301
A15
A15
A10
5B
4B
A-6013A-601
A-601 4
P-1
P-1
P-1
A-502
P-4
1" E
XP
. J
T.
1" EXP. JT.
ALIGN
TYP
A36
A36
A36 A36
A36
MEN
WOMEN
RESTROOM
VESTIBULE
RESTROOM
VESTIBULE
CORRIDOR 1
T-2
T-3
T-1 T-9
T-10
T-10
T-6
T-5
T-6
T-2 T-3
T-1 T-9
T-10
T-10
T-8
T-7
T-7 T-6 T-5 T-6
T-6 T-5 T-6
T-4
T-4
T-8
NEW STUD WALL
NEW CMU WALL
EXISTING CMU WALL
EXISTING PARTITION WALL
WALL LEGEND
NEW EXTERIOR CMU/BRICK WALL
N
CHKD:
DRWN:
PROJ:
DESN:
A
B
C
D
E
F
2 3 4 5 6 7
Bar measures 1 inch, otherwise drawing is not to scale
C op yr ig ht : T et ra
T ec h
4' 8' 16'
SCALE: 1/8" = 1'-0"
/1
1/
:2 9:
P
M
BI
M
0-
6-
Sp rin gf ie ld O
H B ld g
1/ A-
SP
R
IN
G
FI
EL
D A
N G
B
LD
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200-11652-18005
J. HUNSUCKER
T. HOURIGAN
Q. BIAGI
A101B
SP
R
IN
G
FI
EL
D -B
EC
KL
EY
A
N G
B, O
H
IO
A N
G
AD
AL
C
IV
IL
E
N G
IN
EE
R
IN
G B
U
IL
D
IN
G S
W
AA
R
AR
C
H
IT
EC
TU
R
AL
F
LO
O R
PL
AN
AR
EA
B
SCALE: 1/8" = 1'-0"
FLOOR PLAN - AREA B
ROOM SCHEDULE
NUMBER NAME
1 VEST
2 LOBBY
3 PUBLISHING / MAIL CENTER
4 WING TRAINING
5 TRAINING / TESTING / COMPUTER
CLASSROOM
6 COMM STORAGE
7 CONFERENCE
8 CLIENT SER.1
9 CLIENT SER. 2
10 COMPUTER CAFE
11 OPS CHIEF
12 STAN / EVAL
13 P & R CHIEF
14 RADIO 3
15 RADIO 1
16 RADIO 2
17 OPEN OFFICE
18 RADIO 4
19 COMM CHIEF
20 QA
21 COMM CC
22 REAL PROP / RA
23 INFRAST. 4
24 INFRAST. 3
25 INFRAST. 2
26 INFRAST. 1
27 KNOW OPS
28 KNOW OPS
29 PLANS SHOP - ADMIN
30 CYBER SECURITY
31 CLOSET
32 NET OPS
33 SIPR CAFE
34 RESTROOM VESTIBULE
35 WOMEN
36 BREAK
37 PA ADMIN / PERSONNEL
38 MULTIMEDIA STUDIO
39 PA NCOIC
40 PA OFFICER
41 VESTIBULE
42 CORRIDOR 1
43 RESTROOM VESTIBULE
44 MEN
46 WORKSTATIONS
47 DRAFTING
48 SHARED ADMIN.
49 ENGINEERING
50 POWER PRO 1
51 POWER PRO 2
52 EM TECH
53 NCOIC
54 CE CHIEF
55 DEP BCE
56 BCE
57 TRAINING MANAGER
58 ENVIRONMENTAL
5…
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