Pages from 20241108_USDA_DFRC_RTA_Dwgs_V3_2.pdf
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- Solicitation number
- W9128F25R0014
About this file
This file contains construction drawings and specifications for Buildings B9 (Feed Mixing Building), B10 (Bunker Storage), B11 (Machine Shop, Storage and Pesticide) and B12.1 for the USDA Dairy Forage Research Center project in Prairie du Sac, WI. The drawings include architectural, structural, mechanical, electrical, plumbing, fire protection, telecommunications and life safety plans and details.
The drawings detail specific requirements for each building: B9 includes a feed mixing area, liquid storage containment, dry chemical storage and office/restroom spaces spanning approximately 70 feet by 140 feet. B10 consists of concrete bunker storage areas. B11 contains machine storage areas, a shop space, liquid storage containment area, dry chemical storage, utility room and office/restroom spaces. Key details shown include concrete foundation plans, wall sections, equipment layouts, lighting and power plans, plumbing and mechanical systems, and telecommunications infrastructure. The drawings provide comprehensive construction specifications including dimensioning, materials, and system requirements needed for contractors to properly bid and construct these support buildings that are part of the larger DFRC facility project.
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Text version
B9.A
B9.B
B9.1B9.2B9.3B9.4B9.5B9.6
120' - 0"
1.
NOTES:
FRAMES CLEAR SPAN
2' - 0" 2' - 0"
24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"
NON-EXPANDABLE
END WALL
NON-EXPANDABLE
END WALL 2'-0" OVERHANG
2'-0" OVERHANG
6'x6' BUILDING
AWNING
ABOVE WALK
DOORS
6'x6' BUILDING
AWNING
ABOVE WALK
DOORS
US Army Corps of Engineers ®
SHEET ID
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NORTH
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B9
1" = 10'-0"D7 ROOF FRAMING PLAN - B9
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LEVEL 0 B9 FF
867' - 6"
B9.1B9.2B9.3B9.4B9.5B9.6
LEVEL 1 B9 TOC
868' - 6"
LEVEL -2 B9 TOF
854' - 4"
1' - 0" 32' - 6" 4' - 0" 81' - 6" 1' - 0"
31' - 6" 1' - 0"4' - 0"1' - 0" 80' - 6"
8" 4'
1'
0" 5'
6"
1'
0"
23' - 0 13/16" 2' - 0"
10' - 0" 2' - 0"
10' - 0" 2' - 0"
10' - 0" 2' - 0"
20' - 5 3/16"
2' - 0"
30' - 9" 7' - 0" 79' - 9" 1' - 6"
1'
0" 8"
8'
0"
CONCRETE
BUNKERS
CONCRETE
BUNKERS
1' - 6" 6" 6"1'
0" 9'
8"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
LEVEL 0 B9 FF
867' - 6"
B9.1B9.2B9.3B9.4B9.5B9.6
5'
0"
1'
0"
1' - 0" 31' - 6" 1' - 0" 4' - 0" 1' - 0" 80' - 6" 1' - 0"
120' - 0" 1'
0"
8"
3'
4"
1'
0"
6'
0"
1' - 6" 30' - 9" 7' - 0" 1'
0"
4'
8" 4'
6'
6"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
1/4" / 1'-0"
3'
0"
1/4" / 1'-0"
LEVEL 0 B9 FF
867' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.A B9.B
LEVEL -2 B9 TOF
854' - 4"
1' - 0" 68' - 0" 1' - 0"
1' - 6"
1'
0" 8"
8'
0" 1'
0"
9'
8"
1'
0"
LEVEL 0 B9 FF
867' - 6"
B9.1B9.2B9.3B9.4B9.5B9.6
118' - 6"
#5 BARS @12" o.c.
EACH WAY, BOTH
FACES
3" COVER 6" 21' - 0" 6"
1' - 6"
LEVEL 0 B9 FF
867' - 6"
B9.A B9.B
LEVEL -2 B9 TOF
854' - 4"
1' - 0" 68' - 0" 1' - 0"
9'
8"
1'
0"
1' - 0"
1'
0" 6'
6"
69' - 0"
1' - 6"
#5 BARS @12" o.c.
EACH WAY, BOTH
FACES
3" COVER
1/4" / 1'-0"
US Army Corps of Engineers ®
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B9
1/8" = 1'-0"L5 CONCRETE CROSS SECTION 1 - B9
1/8" = 1'-0"G5 CONCRETE CROSS SECTION 2 - B9
1/8" = 1'-0"A1 CONCRETE CROSS SECTION 3 - B9
1/8" = 1'-0"E7 CONCRETE CROSS SECTION 4 - B9
1/8" = 1'-0"A11 CONCRETE CROSS SECTION 5 - B9
R
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/0
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LEVEL -1 B9 TOF
863' - 6"
B9.A B9.B
LEVEL -2 B9 TOF
854' - 4"
12' - 0"10' - 0"1' - 6"3' - 0"21' - 0"20' - 0"2' - 6"
70' - 0"
1'
0" 1'
0"
9'
8"
1'
0"
70' - 0" 3"
1'
0"
23' - 3"3"
1'
0" 4'
0"
1'
0"
4'
8"
LEVEL 0 B9 FF
867' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.A B9.B
LEVEL -2 B9 TOF
854' - 4"
2' - 6" 20' - 0" 1' - 6" 3' - 0" 43' - 0"
70' - 0"31' - 6"
5'
0" 1'
0"
6'
0"
1'
0"
4'
0"
9'
8"
1'
0"35' - 0" 35' - 0"3" 3"
5'
0" 1'
0"
3'
8"
1'
0"
1/4" / 1'-0"
LEVEL 0 B9 FF
867' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.1B9.2B9.3B9.4B9.5B9.6 120' - 0"
6'
6" 1'
0"
7'
6"
3" 32' - 0" 7' - 0" 81' - 0" 3"
5'
0" 1'
0"
6'
0"
1'
0"1' - 0" 32' - 0" 5' - 0" 59' - 6" 20' - 0" 2' - 6"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
LEVEL 0 B9 FF
867' - 6"
LEVEL -2 B9 TOF
854' - 4"
2' - 6"
1'
0"
38' - 8"
35' - 8"
6'
8"
1' - 6" 1' - 6"
2'
0"
LEVEL 0 B9 FF
867' - 6"
B9.1
20' - 0"
3'
0"
6"
#4 BARS @18"
o.c. EACH WAY
1/4" / 1'-0"
#4 BARS
@18" o.c. 12"
12"
US Army Corps of Engineers ®
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B9
1/8" = 1'-0"L8 CONCRETE CROSS SECTION 6 - B9
1/8" = 1'-0"G9 CONCRETE CROSS SECTION 7 - B9
1/8" = 1'-0"D7 CONCRETE CROSS SECTION 8 - B9
1/8" = 1'-0"A6 GRAIN BINS CONCRETE SECTION - B9
1/8" = 1'-0"A13
CONCRETE APPROACH APRONS
(TYPICAL) - B9
R
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(ANCHOR BOLT RADIUS) PER BIN MANUFACTURER
(OUTSIDE STEM W
ALL) P
ER BIN MANUFACTURER
#4 BARS @12" o.c.
EACH WAY
#4 BARS @12" o.c.
EACH WAY, BOTH
FACES
(3) #4 BARS PLUS
#4 CARRIER BARS
@ 4'-0" o.c.
ANCHOR BOLTS SIZE,
LOCATION, AND MINIMUM
EMBEDMENT PER BIN
MANUFACTURER
6'
8" 1'
0"
3'
0"
2' - 6"
ANCHOR BOLTS SIZE,
LOCATION, AND MINIMUM
EMBEDMENT PER BIN
MANUFACTURER
#4 BARS @12" o.c.
EACH WAY, BOTH
FACES
(3) #4 BARS PLUS
#4 CARRIER BARS
@ 4'-0" o.c.
6'
8" 1'
0"
3'
0"
2' - 6"
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1" = 1'-0"F12 BIN FOUNDATION DETAIL - B9
1/4" = 1'-0"B10 BIN FOUNDATION SECTION - B9
NORTH
KEY PLAN
B9
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LEVEL -2 B9 TOF
854' - 4"
1'
0"
1' - 6"
PER BIN MANUFACTURER
3" 3"
5'
0" 1'
0"
#5 BARS @12" o.c.
EACH WAY, BOTH
FACES
#5 BARS @12" o.c.
EACH WAY, BOTH
FACES
#5 BARS @12" o.c.
(3) #5 BARS
#5 HOOKS
@ 12" o.c.
12"
12"
3" COVER
1.5" COVER
GRADE
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1/2" = 1'-0"E10 BEAN BIN FOUNDATION SECTION- B9
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FOUR #6 BARS
#3 TIES @ 9" o.c.
1.5" COVER
1.5" COVER
1'
0"
#5 HAIR PIN TIES
EXTEND 16' INTO SLAB
LEVEL 0 B9 FF
867' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.A
1.5" COVER
#5 BARS @ 12" o.c.
#5 BARS @ 12" o.c.
3" COVER
1'
0" 4'
0"
3" 1' - 0" 3"
1' - 6"
#5 HOOKS @ 12" o.c.
12"
12"
LEVEL 0 B9 FF
867' - 6"
7' - 0"
6" 1' - 0" 4' - 0" 1' - 0" 6"
1'
0" 4'
8"
5'
6"
1.5" COVER
#5 BARS @ 12" o.c.
#5 BARS @ 12" o.c.
#5 BARS @ 12" o.c.
#5 BARS @ 12" o.c.
#5 HOOKS @ 12" o.c.
3" COVER
12"
12"
#5 HOOKS
@ 12" o.c.
12"
12"
PIT COVER - SEE
SHEET S-502-B9
FOR DETAILS
LEVEL 0 B9 FF
867' - 6"
B9.B
LEVEL -2 B9 TOF
854' - 4"
8" 1'
0"
8'
0" 1'
0"
1'
0" 9'
8"
3"
3"
1' - 0"
1' - 6"
1.5" COVER
#5 BARS @ 12" o.c.
#5 BARS @ 12" o.c.
#5 HOOKS @ 12" o.c.
3" COVER
12"
12"
LEVEL 0 B9 FF
867' - 6"
LEVEL -2 B9 TOF
854' - 4"
8'
8"
1' - 0"
1'
0"
#5 BARS @7" o.c.
EACH WAY, BOTH
FACES
1.5" COVER
3" COVER 1' - 6"
#5 BARS @12" o.c.
EACH WAY, BOTH
FACES
3" 3"
3" 11' - 0"
6"
3" 6" 10' - 0" 6"
#4 BARS @18" o.c.
EACH WAY
LOADING DOCK
CONCRETE APRON
LEVEL 0 B9 FF
867' - 6"
B9.B
LEVEL -2 B9 TOF
854' - 4"
1'
0"
#5 HAIR PIN TIES
EXTEND 16' INTO SLAB
#3 TIES @ 9" o.c.
(4) #6 BARS
#5 BARS @ 12" o.c.
EACH WAY
3" COVER
1.5" COVER
#5 BARS @ 7" o.c.
BOTH WAYS, 2 MATTS
TOP OF CURB
1.5" COVER
#5 BARS @ 12" o.c.
9"
20"
#5 BARS
@ 12" o.c.
8'
8"
1' - 0"
8"
LEVEL 0 B9 FF
867' - 6"
3'
0" 8"
6"
1' - 0"
#4 HOOK BARS
@ 18" o.c.
12"
12"
#4 BARS @ 18" o.c.
EACH WAY
#5 BARS @ 12" o.c.
US Army Corps of Engineers ®
SHEET ID
U S
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1" = 1'-0"E1 FOUNDATION PLAN @ COLUMNS - B9
1/2" = 1'-0"J1 FOUNDATION WALL SECTION 1 - B9
1/2" = 1'-0"J8 PIT FOUNDATION SECTION 1 - B9
1/2" = 1'-0"J13 FOUNDATION WALL SECTION 2 - B9
1/2" = 1'-0"A13
CONCRETE RETAINING WALL/LOADING
DOCK APRON - B9
1/2" = 1'-0"A7 FOUNDATION SECTION @ COLUMNS - B9
12"
12"#4 BARS
@18" o.c.
1/2" = 1'-0"A1 CONCRETE APRON DETAIL - B9
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4' - 6" 4'
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F14 S-502-B9
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4' - 6"
1/ 4"
1/2" 1/2"
4"
3' - 10"4" 4"
1/4" DIAMOND PLATE DECKING
L4x4x1/2" L4x4x1/2"
L4x4x1/2" 4" 1/
4"
1/2"
4" 1' - 6" 4" 1' - 6" 4"
3' - 11" 1/2"
4' - 0"
1/4" DIAMOND PLATE DECKING
L4x4x1/2" L4x4x1/2"
PRECAST 6'X2'X2' CONCRETE BLOCK
2' - 0"
#5 BARS @ 12" O.C.
#5 HOOKS @ 12" O.C.
24"
24"
1'
0"
US Army Corps of Engineers ®
SHEET ID
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1" = 1'-0"F9 PIT COVER SECTION 1 - B9
1" = 1'-0"F14 PIT COVER SECTION 2 - B9
1/2" = 1'-0"1 BUNKER WALL DETAIL
1/2" = 1'-0"2 WALL FOUNDATION DETAIL NORTH
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B9
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DRAWING ABBREVIATIONS
INDEX OF DRAWINGS
BUILDING SUMMARY
NUMBERING SYSTEM:
XX100
DISCIPLINE:
C - CIVIL
L - LANDSCAPE
A - ARCHITECTURE
M - MECHANICAL
E - ELECTRICAL
P - PLUMBING
S - STRUCTURAL
K - FOOD SERVICE
DISCIPLINE MODIFIER
ANNOTATION CALLOUTS/DRAWING SYMBOLS
GENERAL NOTES
A ---------------------
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR
FURNISHED/CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CRT CURTAIN
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DGR DIAMOND GROOVE
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD
(INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT INSTALLED
GOVERNMENT INSTALLED
GFRG GLASS-FIBER-REINFORCED GYPSUM
GLZ GLAZING
GR GROOVED
GR FL GROUND FLOOR
GUT GUTTER
GV GRAVEL
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HBRF HEAVY BROOM FINISH
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR
(FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBRF LIGHT BROOM FINISH
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NANOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTI
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
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 --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC ROOM RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
REFER TO A/E/C CAD STANDARD FOR
SHEET NUMBERINGSTANDARDS
REVISION
TAG
NORTH ARROW w/
TRUE NORTH
INDICATION
ROOM TAG
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT,
DETAIL
SPOT ELEVATION
LEVEL NAME
SHEET NUMBER
SHEET NUMBER
SHEET NUMBER
SHEET KEYNOTE
INTERIOR ELEVATION
SHEET NUMBER
PLAN NORTH
S --------------------
SAN SAND
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL
(FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
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
TRTD TREATED
TV TELEVISION
TWL TROWEL
SHEET NUMBER WITHIN SERIES
A201
A204
A301
A401
ROOM
100'
LEVEL 01
100'
A
US Army Corps of Engineers ®
SHEET ID
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A-201-B9 J1
A-202-B9 H3
A-201-B9 B1
A-202-B9 B3
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20'x16'
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BU
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B9-100
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6 - 20 TON AND 6 - 30 TON HOPPER BOTTOM BINS
B9.A
B9.B
B9.1B9.2B9.3B9.4B9.5B9.6
3' x7
D O O R
3' x7
D O O R
120' - 0 1/4"
9' 3"
10' - 6"
1/ 2"
8' 1/ 2"
12' - 6"107' - 6"
B9.02
B9.103
B9.101
B9.102
B9.100
B9.01
B9 .0
BU
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2' 0"
9' - 9"
WALK-IN
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J7 A-301-B9
B10 A-301-B9
LOADING
DOCK
2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
US Army Corps of Engineers ®
SHEET ID
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B9.1B9.2B9.3B9.4B9.5B9.6
120' - 0"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
2'-0"
OVERHANG
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1' -0
2"
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RIDGE VENT
RIDGE LINE
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/1 A-501-B9
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US Army Corps of Engineers ®
SHEET ID
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M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
1/8" = 1'-0"C4 ROOF PLAN
NORTH
KEY PLAN
B9
R
TA
/0
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LEVEL 2 B9 ROOF
887' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.1B9.2B9.3B9.4B9.5B9.6
LEVEL 0 B9 FF
867' - 6"
LEVEL 2 B9 ROOF
887' - 6"
B9.1 B9.2 B9.3 B9.4 B9.5 B9.6
LEVEL 1 B9 TOC
868' - 6"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
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D R
AW
N
B Y:
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N N
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3 5 7 9 11 13 15 17 19
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2 4 6 8 10 12 14 16 18 20
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A-201-B9
N O
R
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A N
D S
O U
TH
E
LE
VA
TI
O
N S
- A R
EA
B
FE
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M
IX
IN
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C
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J.
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M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
NORTH
KEY PLAN
B9
1/8" = 1'-0"J1 SOUTH ELEVATION - B9
1/8" = 1'-0"B1 NORTH ELEVATION - B9
R
TA
/0
8/
LEVEL 2 B9 ROOF
887' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.AB9.B
LEVEL 1 B9 TOC
868' - 6"
LEVEL 0 B9 FF
867' - 6"
LEVEL 2 B9 ROOF
887' - 6"
B9.A B9.B
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
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D R
AW
N
B Y:
D
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N N
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3 5 7 9 11 13 15 17 19
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A-202-B9
EA
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A N
D W
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T
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EV
AT
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N S
- A R
EA
B
- F
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D
M
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J.
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M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
NORTH
KEY PLAN
B9 1/8" = 1'-0"B3 EAST ELEVATION - B9
1/8" = 1'-0"H3 WEST ELEVATION - B9
R
TA
/0
8/
B9.A B9.B
LEVEL 2 B9 ROOF
887' - 6"
LEVEL 0 B9 FF
867' - 6"
LEVEL -1 B9 TOF
863' - 6"
LEVEL 1 B9 TOC
868' - 6"
LEVEL -2 B9 TOF
859' - 6"
LEVEL 0 B9 FF
867' - 6"
2'-0" METAL ROOF
OVERHANG
W/TRIM & SOFFIT
METAL SKIN, 4"
INSULATION AND
METAL LINER
OUTSIDE BIN SLAB
METAL ROOF
6" INSULATION
2" INSULATION
METAL LINER
METAL ROOF
CAP
12" 2"
ROOF SLOPE
METAL FRAME
OFFICE
PRE-ENGINEERED METAL
ROOF & WALL SKINS ON
PRE-ENGINEERED METAL
FRAME
CONCRETE FLOOR
1/2" FRP FACED PLYWOOD
10" (1000 S300-97) STEEL JOIST @ 12" o.c.
10" SCRIM FACED INSULATION
1/2" FRP FACED PLYWOOD
PRE-ENGINEERED
METAL BUILDING
CONCRETE FLOOR
1/2" FRP FACED PLYWOOD
4" SCRIM INSULATION
3 5/8" METAL STUDS @ 16" o.c.
1/2" FRP FACED PLYWOOD
1/2" FRP FACED PLYWOOD
4" SCRIM INSULATION
3 5/8" METAL STUDS @ 16" o.c.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
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D R
AW
N
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3 5 7 9 11 13 15 17 19
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BU
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B
- F
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D
M
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J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
NORTH
KEY PLAN
B9
1/8" = 1'-0"J7 CROSS SECTION - B9
1/2" = 1'-0"B10 OFFICE CROSS SECTION - B9
R
TA
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26 GA. RIBBED WALL LINER PANEL
4" SCRIM FACED FIBER REINFORCED INSULATION
8" "ZEE" GIRTS
BUILDING COLUMN
24 GA. RIBBED METAL SKIN
26 GA. METAL LINER
2" FIBERGLASS INSULATION
WITH VINYL SCRIM FACE
8" PURLINS
24 GA. METAL ROOF
6" UNFACED BLANKET INSULATION
WINDOW
RIBBED CLOSURE STRIP INTERIOR WINDOW TRIM ( HEAD, SAMB, SILL)
INSUALTION (SPRAY FOAM)
SUB SILL (C-FRAMING)
INTERIOR WALL PANEL
INSULATION (SEE WALL DETAIL)
EXTERIOR WALL PANEL
INTERIOR WALL PANEL
INSULATION (SEE WALL DETAIL)
WALL GIRT
INSULATION (SPRAY FOAM)
EXTERIOR WALL PANEL
RIBBED CLOSURE STRIP
CORNER TRIM
INTERIOR WINDOW TRIM (HEAD, SUMB, SILL)
WINDOW
1/2" FRP FACED PLYWOOD
3 - 5/8" STEEL STUDS @ 16" O.C.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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N N
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3 5 7 9 11 13 15 17 19
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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R
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C H
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P
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A-310-B9
W
AL
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C
TI
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S
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J.
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M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
NORTH
KEY PLAN
B9
1 1/2" = 1'-0"H12 EXTERIOR WALL SECTION (TYPICAL) - B9
1 1/2" = 1'-0"C13 ROOF SECTION - B9
3" = 1'-0"1 WINDOW DETAIL
3" = 1'-0"2 WINDOW HEAD DETAIL
3" = 1'-0"3 A-INTERIOR WALL SECTION (TYPICAL) - B9
R
TA
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BUILDING GIRT
(4) #12 SDS
IN EACH LEG
NUT AND WASHER
ROD END 5/8" X 10"
(4) #12 SDS
[(2) IN WEB,
(1) IN EA FLAGE]
1"
TELESCOPING CEE
NUT AND WASHER
MOUNTING CLIP
[TOP & BOTTOM]
(4) #12 SDS IN EA LEG
PVC SPACER
(TOP AND BOTTOM)
(AS NEEDED)
5/8" NUT AND
FLAT WASHER
OR DECORATIVE PLATE
CANOPY BRACE
ADJUSTMENT
(DOUBLE NUT)
5/8" X 3 1/2"
ROD END
NUT AND WASHER
7/
8"
(CANOPY PROJECTION)
GUTTER ON ALL (4)
SIDES OF CANOPY
WATER FLOW DIRECTION
(STANDING REAR SCUPPER DRAINS SHOWN)
SCUPPERS ARE 1/2" X 2" & LOCATED
3" FROM EACH END OF CANOPY
BU
IL
D
IN
G G
IR
TS
'-0 " O
.C
M
AX
1'
8" (M
IN
GIRT
BLD'G. SHEET
LOUVER JAMB
LOUVER VANE
GIRT
BLD'G. SHEET
LOUVER
JAMB
OUTSIDE
CLOSURE
SCREW ASS'Y
GIRT
BLD'G
SHEET
TYPE "A"
SCREW ASS'Y.
12" O.C.
TRIM STRIP
TAPE SEALER
SILL
LOUVER JAMB
LOUVER
HEADER
TYPE "A"
SCREW ASS'Y.
12" O.C.
BLD'G.
SHEET
INSIDE CLOSURE
STRIP
TAPE SEALER
TRIM
STRIP
HEAD
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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B
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D B
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SI
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C H
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D B
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SI
D
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SU
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AT
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C O
N
TR
AC
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N O
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C
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AT
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N N
O
N
3 5 7 9 11 13 15 17 19
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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A-501-B9
AR
C
H
IT
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TU
R
AL
D
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AI
LS
AR
EA
B
- F
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D
M
IX
IN
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C
EN
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R
PR
AI
R
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D U
S
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A
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TR
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J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0
8/
W
F2
0C
W
F2
1C
NORTH
KEY PLAN
B9
1" = 1'-0"1 CANOPY INSTALLATION DETAIL
1" = 1'-0"2 FIXED LOUVER ASSEMBLY DETAIL
R
TA
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PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
SECTIONAL DOOR
OPERATOR AND/OR
TRACK MOUNTING
DOORS
TYP. FOR ALL
SECTIONAL
DOORS
METAL DOOR TRIM
SEE SCHEDULE
SE
E
SC
H
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U
LE
SE
E
SC
H
ED
U
LE
SEE SCHEDULE
SEE SCHEDULE
SE
E
SC
H
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U
LE
SE
E
SC
H
ED
U
LE
SEE SCHEDULE
SEE SCHEDULE
SE
E
SC
H
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U
LE
A B Y Z
AA
3'
0" 6"
6"6"
EXTERIOR
DOORS
TYP. FOR ALL
WALK DOORSSEE PLANS FOR WALL
THICKNESS
WEATHER SEAL
ALUMINUM THRESHOLD
THERMAL BREAKTOP OF CONCRETE
SLAB
METAL TRIM
INSULATED METAL FRAME
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
PRE - ENGINEERED METAL BUILDING DOOR HEADER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL
STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL
STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
INSULATED METAL FRAME
METAL J TRIM
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
METAL TRIM
INSULATED METAL FRAME CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
PRE - ENGINEERED METAL BUILDING DOOR HEADER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS
FRP, PLYWOOD OR INTERIOR METAL LINER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
INSULATED METAL FRAME
METAL J TRIM
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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N
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
SI
D
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AT
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C O
N
TR
AC
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N O
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C
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AT
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N N
O
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3 5 7 9 11 13 15 17 19
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A
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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C H
C
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A-601-B9
D O
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S C
H
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U
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A N
D D
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AI
LS
AR
EA
B
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D M
IX
IN
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PR
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D U
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M . B ro w ns te in
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W
F2
0C
W
F2
1C
DOOR SCHEDULE
DOOR NO. TYPE
Door
FIRE RATING
FRAME
HARDWARE COMMENTS:
SIZE
FINISH UNDER CUT TYPE MATERIAL
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
B9.01 22 3' - 0" 7' - 0" 0' - 1 3/4" PNTLE 1/2" A HM 2/A-601-B9 2/A-601-B9 HW - 104 B9.02 22 3' - 0" 7' - 0" 0' - 1 3/4" PNTLE 1/2" A HM 2/A-601-B9 2/A-601-B9 HW - 104 B9.03 22 3' - 0" 7' - 0" 0' - 1 3/4" PNTLE 1/2" B IHM 1/A-601-B9 1/A-601-B9 HW - 104
B9.100 28 20' - 0" 16' - 0" 0' - 1 1/2" STL Z 3/A-601-B9 3/A-601-B9
B9.101 28 20' - 0" 16' - 0" 0' - 1 1/2" STL Z 3/A-601-B9 3/A-601-B9
B9.102 28 20' - 0" 16' - 0" 0' - 1 1/2" STL Z 3/A-601-B9 3/A-601-B9
B9.103 25 10' - 0" 14' - 0" 0' - 1 1/2" STL Z 3/A-601-B9 3/A-601-B9
NORTH
KEY PLAN
B9
1 1/2" = 1'-0"A3
TYPICAL SECTIONAL DOOR FRAME DETAIL
- B9
1/4" = 1'-0"A11 DOOR FRAMING ELEVATIONS - B9
1 1/2" = 1'-0"D7 WALK DOOR SILL DETAIL1
1 1/2" = 1'-0"H4
INSULATED EXTERIOR/INTERIOR DOOR
FRAME DETAIL - B9
1 1/2" = 1'-0"H11
UNINSULATED EXTERIOR/INTERIOR DOOR
FRAME DETAIL - B9
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B9.1B9.2B9.3B9.4B9.5B9.6
OFFICE
B9-101
FEED MIXING
CENTER
B9-100
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
D
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B
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D B
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N O
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N N
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3 5 7 9 11 13 15 17 19
L
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A
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AR
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D
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C R
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P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
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W
F2
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W
F2
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NORTH
KEY PLAN
B9
3/32" = 1'-0"1 FIRST FLOOR PLAN - AREA B9
FINISH SCHEDULE
ROOM NO ROOM NAME
WALL FINISH FLOOR
CEILIN
G
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT FIN FIN
B9-101 OFFICE FRP FRP FRP FRP CONC LBRF FRP
B9-100 FEED MIXING CENTER MTL MTL MTL MTL CONC LBRF MTL
R
TA
/0
8/
A-201-B9 J1
A-202-B9 H3
A-201-B9 B1
A-202-B9 B3
B9.A
B9.B
B9.1B9.2B9.3B9.4B9.5B9.6
H5 Q-301-B9
B5 Q-302-B9
B5 Q-301-B9
J5 Q-302-B9
HAMMER MILL
SURGE BIN/LOADOUT
FILL AUGER
HAMMER MILL
SURGE
HOPPER
20,000 BUSHEL
CORN BIN 36'x7
RING DRYING BIN
3,000 BUSHEL
BEAN BIN
RECLAIM CORN
BIN AUGER
RECLAIM BEAN BIN
AUGER DISCHARGING
INTO SURGE HOPPER
AIR UNIT FOR PNEUMATIC
CONVEYANCE
DUMP PIT
PNEUMATIC
CONVEYANCE
BELOW
120' - 0"
HAMMER MILL
64' - 2"19' - 9"
8'
0"
(6) 30 TON
HOPPER
BOTTOM BINS
(6) 20 TON
HOPPER
BOTTOM BINS
36' - 1"
WALK-IN
COOLER
70' - 0"
14' - 0" 14' - 0" 14' - 0" 14' - 0" 14' - 0"
70' - 0"
BU
N
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R
S
BU
N
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R
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BU
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R
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2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0" 10' - 0" 2' - 0"
LOADING
DOCK
3,000 GALLON
MOLASSES TANK
2" DISCHARGE VALVE,
DOWN 18"
MOLASSES
TANK PUMP
2" VALVE
2" CLASS 12S STEEL
PIPE WITH FLANGED
FITTINGS. WRAP WITH
HEAT TAPE
US Army Corps of Engineers ®
SHEET ID
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W
F2
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NORTH
KEY PLAN
B9
1/8" = 1'-0"1 EQUIPMENT PLAN - AREA B9
KEY NOTES:
50 GPM MOLASSES PUMP @ 20 PSI. BUNA N
TYPE 1 COMPONENT SEAL, 640 RPM,
MAXIMUM HYDROSTATIC PRESSURE 400
PSIG AND NPSH OF 10.8. 10 HP TEFC MOTOR
2 INSULATED WITH 10 KW EMISSION HEATER.
MINIMUM HOLD TEMPERATURE OF 80
DEGREES FAHRENHEIT.
3 1 1/2" THICK PIPE INSULATION WITH
ALUMINUM JACKET.
R
TA
/0
8/
LEVEL -1 B9 TOF
863' - 6"
B9.1 B9.2 B9.3 B9.4 B9.5 B9.6
LEVEL 1 B9 TOC
868' - 6"
120' - 0"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
HAMMER
MILL SURGE
BIN
HAMMER
MILL
84' - 6"
BEAN AUGER
DISCHARGE INTO
HAMMERMILL
SURGE BIN
CORN AUGER
LEVEL -2 B9 TOF
854' - 4"
35' - 6"
WALK-IN
COOLER
8'
0"
CONCRETE
BLOCK
RECEIVING
HOPPER AIR LOCK
PNUEMATIC
CONVEYING
LEVEL 0 B9 FF
867' - 6"
LEVEL 2 B9 ROOF
887' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.1B9.2B9.3B9.4B9.5B9.6
INGREDIENT BINS
DISCHARGE AUGERS
HEAD DISCHARGES
(TYPICAL OF 12)
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"
120' - 0"
PNEUMATIC
CONVEYOR TO
INGREDIENT BINS
DISCHARGE ELEVATION
US Army Corps of Engineers ®
SHEET ID
U S
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B9
1/8" = 1'-0"H5 EQUIPMENT SECTION 1 - B9
1/8" = 1'-0"B5 EQUIPMENT SECTION 3 - B9
R
TA
/0
8/
LEVEL -1 B9 TOF
863' - 6"
B9.AB9.B
70' - 0"
INGREDIENT BINS
DISCHARGE AUGERS
HEAD DISCHARGES
(TYPICAL OF 12)
6 - 20 TON
HOPPER
BOTTOM
BINS
3,000
BUSHEL
HOPPER
BOTTOM
BEAN BIN
6 - 30 TON
HOPPER
BOTTOM
BINS
6" AUGERSLEVEL -2 B9 TOF
854' - 4"
1'
4" 4'
8"
GRADE
LEVEL 0 B9 FF
867' - 6"
LEVEL 2 B9 ROOF
887' - 6"
LEVEL -1 B9 TOF
863' - 6"
B9.A B9.B
HAMMER
MILL
AIRLOCK
AIRLOCK
DUMP PIT DUMP PIT
PNEUMATIC
CONVEYOR
HAMMER MILL
SURGE BIN
16' - 0" 8' - 0" 14' - 6" 37' - 1" 18' - 5"
HAMMER MILL
SURGE
BIN/LOADOUT
FILL AUGER
70' - 0"
INGREDIENT BINS
DISCHARGE AUGERS
HEAD DISCHARGES
(TYPICAL OF 12)
BIN/LOADOUT FILL
AUGER DISCHARGE
CENTERED IN
DRIVEWAY
20,000 BUSHELS
CORN STORAGE BIN
AIR POWER UNIT
PNEUMATIC CONVEYOR
HAMMER MILL
SURGE BIN FILL
AUGER FILL DROP
WITH GATE
55' - 6 1/4"
6" FLEX AUGER
LEVEL -2 B9 TOF
854' - 4"
PNUEMATIC
CONVEYING
8' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
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B9
1/8" = 1'-0"J5 EQUIPMENT SECTION 4 - B9
1/8" = 1'-0"B5 EQUIPMENT SECTION 2 - B9
R
TA
/0
8/
SIGNAGE PLAN GENERAL NOTES
1. DO NOT SCALE DRAWINGS.
2. MESSAGE TEXT FOR ALL SIGN TYPES SHALL BE
COORDINATED WITH THE CLIENT PRIOR TO FABRICATION.
3. MESSAGE SCHEDULE (APPENDIX 10 14 00.20a), LOCATION
PLANS (SERIES AG), AND DRAWING SHEETS (SERIES AG) TO
BE COORDINATED FOR COMPLETE INFORMATION.
4. MESSAGE SCHEDULE (APPENDIX 10 14 00.20a), LOCATION
PLANS (SERIES AG), AND DRAWING SHEETS (SERIES AG) TO
BE CONFIRMED TO AS-BUILT CONDITIONS PRIOR TO
PRODUCTION.
5. REFER TO SPECIFICATIONS FOR COMPLETE MESSAGE
SCHEDULE (APPENDIX 10 14 00.20a).
SIGNAGE PLAN LEGEND
WAYFINDING SIGN#### - XXXX
ROOM/REGULATORY SIGN#### - XXXX
LIFE SAFETY SIGN#### - XXXX
WORK STATION ID #### - XXXX
B9-100.1:ST8
B9-100.2:IPM
B9-100.3:ST8
B9-100.4:IPM
B9-101:RIDS
B9-100.5:FEC B9-100.6:FEC
B9.1B9.2B9.3B9.4B9.5B9.6
120' - 0"
YH-1
FEED MIXING
CENTER
B9-100
OFFICE
B9-101
3/4" DIA. SCH.
40 PVC
DAYLIGHT 1" DRAIN WITH
BACK FLOW PREVENTER
FROM COOLER
3' - 6"
US Army Corps of Engineers ®
SHEET ID
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NORTH
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B9
1" = 10'-0"B6 FIRST FLOOR PLUMBING PLAN - AREA B9
R
TA
/0
8/
2'
1/
2"
3'
1/
2"
GROUND OR CONCRETE LEVEL
5'
0"
WATER LINE
1" FEMALE
PIPE THREAD
INLET FILL WITH LOSE GRAVEL
AROUND VALVE BODY
FOR DRAINAGE, 2' X 2' X 2'
FOR REFERENCE ONLY
Y1
WOODFORD YARD HYDRANTS
ROUGH-IN DIMENSIONS
M
YH
3/4" PVC
FROM WELL WATER
SERVICE
US Army Corps of Engineers ®
SHEET ID
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W
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W
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NTS1 HYDRANT DETAIL
NTS2 WELL WATER RISER DIAGRAM - B9
NOTES:
1.) VALVE ALL FIXTURES ON INLET & OUTLET WITH UNIONS
YH-1 FEED MIXING... HYDRANT 3/4" PVC LW -- -- FREEZE LESS YARD...
SUPPLY OUTLET GASMARK LOCATION TYPE
UTILITIES
DESCRIPTION
PLUMBING SCHEDULE
NORTH
KEY PLAN
B9
R
TA
/0
8/
B9.1B9.2B9.3B9.4B9.5B9.6
120' - 0"
MINI SPLIT
FEED MIXING
CENTER
B9-100
OFFICE
B9-101
WALK-IN
FREEZER
BIN BLOWER/DRYER
3/4" POLYETHYLENE
GAS PIPE
VF-1
VF-1 L-1
L-1
SF
3,000 GALLON
MOLASSES TANK
2" DISCHARGE VALVE,
DOWN 18"
MOLASSES
TANK PUMP
2" VALVE
2" CLASS 12S STEEL
PIPE WITH FLANGED
FITTINGS. WRAP WITH
HEAT TAPE
SEE
/2 A-501-B9
FOR ASSEMBLY
US Army Corps of Engineers ®
SHEET ID
U S
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3 5 7 9 11 13 15 17 19
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W
F2
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W
F2
1C
NORTH
KEY PLAN
B9
1" = 10'-0"B7
FIRST FLOOR MECHANICAL PLAN - AREA
B9
30 AMP FUSED DISCONNECT FOR EXHUAST
FANS.
KEY NOTES:
2 50 GPM MOLASSES PUMP @ 20 PSI. BUNA N
TYPE 1 COMPONENT SEAL, 640 RPM,
MAXIMUM HYDROSTATIC PRESSURE 400
PSIG AND NPSH OF 10.8. 10 HP TEFC MOTOR
3 INSULATED WITH 10 KW EMISSION HEATER.
MINIMUM HOLD TEMPERATURE OF 80
DEGREES FAHRENHEIT.
4 1 1/2" THICK PIPE INSULATION WITH
ALUMINUM JACKET.
R
TA
/0
8/
WATERSTOP AND
ANCHOR COLLAR
WALL
WALL SLEEVE
CARRIER PIPE
HYDRO-STATIC PIPE
WALL CLOSURE -
'LINK SEAL' OR EQUAL
SCREEN GUARD
FURNISHED
WITH FAN
LOUVER WITH
BUG SCREEN
BACKDRAFT DAMPER
RIDGE VENTILATOR
MESH SCREEN
FIXED BLADE DAMPER
MOVING DAMPER
24 GA. METAL ROOF
26 GA. METAL LINER
RIBBED
CLOSURE
PURLIN
9"30"
6" UNFACED BLANKET
INSULATION
2" FIBERGLASS INSULATION
US Army Corps of Engineers ®
SHEET ID
U S
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M
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VF-1 EXHAUST FAN 2 2,987 1,160 0.10" 18" DIRECT 1/4 120 1 GREENHECK SE1-18-429-... WEATHER HOOD
MARK TYPE QUANTITY CFM RPM SP DIA. DRIVE HP VOLT PHASE MANUFACTURER MODEL NOTES
FAN SCHEDULE BASIS
L-1 LOUVERS 2 42" W x 48"H 4" GREENHECK ESD-435 Stationary Louver w/ Drainable Blade
MARK TYPE QUANTITY DIM DEPTH MANUFACTUR... MODEL NOTES
VENTILATION SCHEDULE BASIS
DSSH... B9-101 1 900 (HIGH) ... 10 14
TOTAL (MBH) SENSIBLE...MARK SERVES NOMINAL
CAPACITY...
FAN
AIRFLOW...
COOLING CAPACITY HEATING CAPACITY
(MBH)
DUCTLESS SPLIT SYSTEM HEAT PUMP SCHEDULE
R
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1.
PROVIDE #10 WIRE FOR ALL 20A 120V CIRCUITS EXCEEDING 75 FEET AND FOR 20A 277V
CIRCUITS THAT EXCEED 150 FEET.
2.
RECEPTACLES SHALL BE WIRED AS FOLLOWS: 3 CIRCUIT, 20A, HOMERUNS TO PANELS
SHALL BE 3#12 PHASE CONDUCTORS, 3#12 NEUTRAL CONDUCTORS AND 1#12 GROUND. 2
CIRCUIT, 20A, HOMERUNS TO PANELS SHALL BE 2#12 PHASE CONDUCTORS, 2#12 NEUTRAL
CONDUCTORS, AND 1 #12 GROUND. 1 CIRCUIT, 20A, HOMERUNS TO PANEL SHALL BE 1#12
PHASE CONDUCTOR, 1#12 NEUTRAL CONDUCTOR AND 1#12 GROUND.
3.
VERIFY LOCATION AND CONNECTIONS REQUIREMENTS FOR EQUIPMENT PROVIDED BY
OTHER TRADES PRIOR TO ROUGH-IN.
4.
COORDINATE CEILING MOUNTED LIGHTS AND DEVICES WITH CEILING CONTRACTOR AND
INSTALL AS SHOWN ON THE REFLECTED CEILING PLANS.
5.
ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT (SWITCHGEAR, FREE STANDING
PANELBOARDS, TRANSFORMERS) SHALL BE INSTALLED ON 4" HIGH CONCRETE PAD.
6.
COORDINATE ALL DIMENSIONS & WIRING REQUIREMENTS ON ALL PRE-PURCHASED
EQUIPMENT WITH FINAL APPROVED SHOP DWGS.
7.
FIRE SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS & SLABS. SEAL FIRE
RATING SHALL BE EQUAL TO OR GREATER THAN THE FIRE RATING OF THE WALL OR SLAB
THROUGH WHICH THE CONDUIT PASSES.
8.
COORDINATE THE LOCATION AND MOUNTING HEIGHTS OF OUTLETS AND MULTI-OUTLET
ASSEMBLIES WITH ARCHITECTURAL FLOOR PLANS AND ELEVATION DRAWINGS..
9.
CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING SWITCH BOXES.10.
FOR MOUNTING HEIGHT OF UNDER-SHELF/CABINET LIGHTING FIXTURES REFER TO
ARCHITECTURAL DRAWINGS.
11.
COORDINATE EXACT LOCATION OF SUSPENDED LIGHTING FIXTURES IN MECHANICAL AND
STORAGE AREAS WITH OTHER TRADES.
12.
RACEWAYS, SLEEVES, AND BOXES FOR IT CABLING SHALL COMPLY WITH COMMERCIAL
BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS AND SPACES,
ANSI/TIA/EIA-569-A.
13.
BOND FLAMMABLE LIQUID STORAGE CABINETS WITH #10 AWG WIRE TO THE NEAREST STEEL
COLUMN. INSTALL WIRE IN CONDUIT.
GENERAL NOTES
MOTOR CONTROL CENTER
PANEL DESIGNATION
EMCC1S1-XX
SYSTEM DESIGNATION
N NORMAL
E EMERGENCY
C CRITICAL
LS LIFE SAFETY
EQ EQUIPMENT
R RELAY
U U.P.S.
D DIMMING
VOLTAGE DESIGNATION
L 208/120V M 240/120V
H 480/277V, 480V, OR 380/220V
PANEL TYPE
D DISTRIBUTION PANEL
(DISTRIBUTION PANELS ONLY)
CLOSET LOCATION
N NORTH
S SOUTH
E EAST
W WEST
C CENTRAL UTILITY PLANT
FLOOR DESIGNATION
0 LOWER LEVEL
1 1ST FLOOR
2 2ND FLOOR
3 3RD FLOOR
DESIGNATION
CIRCUIT NUMBER
CLOSET LOCATION
(SEE PANEL DESIGNATION)
FLOOR DESIGNATION
(SEE PANEL DESIGNATION)
DESIGNATION
CIRCUIT NUMBER
TRANSFORMER
ET2S1
SYSTEM DESIGNATION
N NORMAL
E EMERGENCY
C CRITICAL
LS LIFE SAFETY
EQ EQUIPMENT
U U.P.S.
CLOSET LOCATION
(SEE PANEL DESIGNATION)
FLOOR DESIGNATION
(SEE PANEL DESIGNATION)
DESIGNATION
SYSTEM DESIGNATION
N NORMAL
E EMERGENCY
C CRITICAL
LS LIFE SAFETY
EQ EQUIPMENT
U U.P.S.
EHD2S1-XX
ALL DEVICE MOUNTING HEIGHTS INDICATED ON THIS LEGEND ARE FROM FINISHED FLOOR
TO CENTER OF OUTLET BOX.
14.
PS
GENERAL
XX
XX
XX
XX
1,3,5
1LN1PANEL NAME
CIRCUIT NUMBER(S)
CIRCUIT NUMBER(S)
PANEL NAME
1LN1-1,3,5
BRANCH CIRCUIT HOMERUN. PROVIDE #12 PHASE, #12 NEUTRAL
AND #12 GROUND CONDUCTORS FOR EACH INDICATED CIRCUIT
OR
MULTI WIRE BRANCH U.O.N. PROVIDE SWITCH LEGS FOR SWITCH
CIRCUITING AS REQUIRED. PROVIDE EQUIPMENT GROUND WIRE
IN
ALL BRANCH CIRCUIT RACEWAYS. PROVIDE SEPARATE
ISOLATED
GROUND WIRE TO ALL ISOLATED GROUND DEVICES.
CONDUIT RISER UP
CONDUIT RISER DOWN
INDICATES CIRCUIT CONTINUATION
STUB INTO ACCESSIBLE CORRIDOR CEILING SPACE UNLESS
OTHERWISE NOTED
CONDUIT SEAL FITTING FOR HAZARDOUS AREAS
CONDUIT SLEEVE
CAP END OF CONDUIT
CONDUIT RUN BELOW GRADE, UNDER OR CONCEALED IN FLOOR
SLAB, UNDER RAISED FLOOR
SYSTEM CIRCUIT. SUBSCRIPT "XX" DENOTES SYSTEM TYPE
CONDUIT TO TERMINAL CABINET. SUBSCRIPT "XX" DENOTES
SYSTEM TYPE
CIRCUIT DESIGNATIONS
CONDUIT RUN CONCEALED IN CEILING OR WALL
XXXX-XXXX
XXXX-XXXX
J TV
POWER SUPPLY
EMERGENCY POWER OFFEPO
MEDICAL GAS ALARMMGA
PHYSIOLOGICAL MONITOR
REMOTE CONTROL
TEMPERATURE CONTROL
CLOSED CIRCUIT TELEVISIONCCTV
GROUNDING ELECTRODE CONDUCTOR
SECURITYSEC
TELEVISION
TELEPHONE
PUBLIC ADDRESS SYSTEM
INTRUSION DETECTION
DOOR CONTROL
INTERCOM
FIRE ALARM
DATA TECHNOLOGY
NURSE CALL
DOCTORS REGISTER
DOCTORS DICTATION
CARDIAC ARREST (CODE BLUE)
THE FOLLOWING SUBSCRIPTS ARE USED TO INDICATE
DIFFERENT SYSTEM TYPES
FOOT ON DEVICE INDICATES WALL MOUNTED
MARK NUMBER FOR FIXED EQUIPMENT
MARK NUMBER FOR MECHANICAL EQUIPMENT
KEY NOTE REFERENCE SYMBOL.
PM
RC
TC
G
TV
TEL
PA
ID
DC
IC
FA
DT
NC
DR
DD
CA
PARAPET MOUNTED AIR TERMINAL REFER TO
DETAILS.
SCREEN WALL MOUNTED AIR TERMINAL REFER TO
DETAILS.
FLAT ROOF MOUNTED AIR TERMINAL REFER TO
DETAILS.
THRU ROOF DOWN CONDUCTOR TO GROUNDING
SYSTEM
MAIN CONDUCTOR
SECONDARY CONDUCTOR
BONDING CONNECTION
GROUND CONDUCTOR
COPPER GROUND ROD 3/4"DIA. X 10'-0"
LONG
G
S
P
LIGHTNING PROTECTION
A
B
A
A
6A
RC
A
TYPICAL OUTLET SYMBOL NOTES
"*" -MOUNTED 4" ABOVE COUNTER, CASEWORK, BACKSPLASH OR 46" IF NOTHING BELOW.
COORDINATE WITH ARCHITECTURAL DETAILS AND CASEWORK CONTRACTOR.
"+84" -INDICATES MOUNTING HEIGHT ABOVE FINISHED FLOOR.
"GF" -GROUND FAULT CIRCUIT INTERRUPTER.
"ST" -SAFETY TYPE
"IG" -ISOLATED GROUND
"WP" -WEATHERPROOF
"XP" -EXPLOSION PROOF
"SW" -TOP HALF OF DUPLEX RECEPTACLE SWITCHED
"CL" -CLOCK RECEPTACLE
20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE, RED
20A, 125V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE
20A, 125V, 2 POLE, 3 WIRE GROUNDING SINGLE RECEPTACLE, RED
20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE
20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE, RED
PEDESTAL - BENCH MOUNTED BACK-TO-BACK DUPLEX CONVENIENCE
RECEPTACLE.
PEDESTAL - BENCH MOUNTED DUPLEX CONVENIENCE RECEPTACLE.
PEDESTAL - BENCH MOUNTED BACK-TO-BACK DOUBLE DUPLEX
CONVENIENCE RECEPTACLE
PEDESTAL - BENCH MOUNTED DOUBLE DUPLEX CONVENIENCE RECEPTACLE.
SPECIAL OUTLET. REFER TO SCHEDULE FOR REQUIREMENTS.
20A, 125V, 2 POLE, 3 WIRE GROUNDING DOUBLE DUPLEX RECEPTACLE. SPECIAL
PURPOSE I.E. UPS
20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE.
SPECIAL PURPOSE I.E. UPS
FLOOR BOX - REFER TO SCHEDULE FOR REQUIREMENTS
POKE THROUGH - REFER TO SCHEDULE FOR REQUIREMENTS
ONE PREWIRED DUPLEX RECEPTACLE, 125 VOLTS, 20 AMP. MOUNTED IN
CAST BOX SUPPLIED WITH CABLE BY COMPUTER POWER CENTER
MANUFACTURER. INSTALLED UNDER RAISED FLOOR. REFER TO COMPUTER
ROOM EQUIPMENT SCHEDULE.
TWO PREWIRED DUPLEX RECEPTACLES (QUAD), 125 VOLTS, 20 AMP. MOUNTED
IN CAST BOX SUPPLIED WITH CABLE BY COMPUTER POWER CENTER
MANUFACTURER. INSTALLED UNDER RAISED FLOOR. REFER TO COMPUTER
ROOM EQUIPMENT SCHEDULE.
SPECIAL PURPOSE PREWIRED RECEPTACLE OR CONNECTOR AS INDICATED IN
COMPUTER ROOM EQUIPMENT SCHEDULES, SUPPLIED WITH CABLE BY
COMPUTER POWER CENTER MANUFACTURER. INSTALLED UNDER RAISED
FLOOR BY E.C.
MULTIOUTLET ASSEMBLY, - INDICATES TYPE, - INDICATES QUANTITY
OF DUPLEX RECEPTACLES. SEE MULTIOUTLET ASSEMBLY SCHEDULE. SEE
DETAIL DRAWINGS FOR INSTALLATION REQUIREMENTS.
POWER / TELECOMM POLE. PROVIDE JUNCTION BOX ABOVE CEILING FOR
POWER CONNECTION, CONNECT TO WIRING IN POWER POLE. SEE SCHEDULE
EXTENSION CORD REEL
TYPICAL OUTLET SYMBOL CIRCUITING NOTES
NOTES
1. OUTLETS LOCATED AT COUNTERS SHALL BE LOCATED 18" AFF IN KNEE SPACE IF PROVIDED
OR 4" ABOVE COUNTER OR BACK SPLASH AS APPLICABLE IF NO KNEE SPACE IS PROVIDED
UON.
POWER OUTLETS
20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX RECEPTACLE
CEILING MOUNTED RECEPTACLE, TYPE AS INDICATED ABOVE
GF
+30"
PANEL NAME
CIRCUIT NUMBER
ELEVATION
TYPE
LP-1
GF
+30"
PANEL NAME
CIRCUIT NUMBER
ELEVATION
TYPE
LP-1
1,3,5
"OC" -OCCUPANCY CONTROLLED
EPO
T
30/3
30/6
30/3
20AF
30/3
12x3
CP
T
C
ASD
JJ
J
J
M
480/277V OR 480V PANEL
208/120V PANEL
120/240V PANEL
RELAY PANEL
COMBINATION FULL VOLTAGE MOTOR STARTER
REV REVERSING
COMBINATION FULL VOLTAGE MOTOR STARTER / DISCONNECT
REV REVERSING
ADJUSTABLE SPEED DRIVE
JUNCTION BOX, MOUNTED ABOVE CEILING IN AREAS WITH
SUSPENDED CEILING, MOUNTED EXPOSED IN AREAS WITH NO
SUSPENDED CEILING
JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT
INDICATED AND REQUIRED
JUNCTION BOX, FLUSH WALL MOUNTED
T JUNCTION BOX FOR VOICE/DATA
BUS DUCT, FEEDER OR PLUG-IN TYPE AS INDICATED
EMERGENCY POWER OFF' BREAK GLASS STATION.
POWER DISTRIBUTION
DISCONNECT SWITCH
6 POLE DISCONNECT SWITCH (FOR ALL 2 SPEED MOTORS)
FUSED DISCONNECT SWITCH
MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOAD
PROTECTION.
CONTACTOR
ENCLOSED CIRCUIT BREAKER
COMBINATION REDUCED VOLTAGE MOTOR STARTER
COMBINATION REDUCED VOLTAGE MOTOR STARTER/DISCONNECT
COMBINATION 2 SPEED MOTOR STARTER/DISCONNECT
MOTOR - NUMBER INDICATES HORSEPOWER
2 SPEED MOTOR - NUMBER INDICATES HORSEPOWER
CONTROL PANEL FURNISHED BY OTHERS, INSTALLED BY
DIVISION 16, UON
PUSHBUTTON STATIONS. ONE, TWO, OR THREE AS INDICATED
CABLE TRAY - WIDTH x HEIGHT AS NOTED, OR KEY NOTED
UNDER FLOOR DUCT SYSTEM
DRY TYPE TRANSFORMER
NOTE:
SYMBOLS SHOWN ARE FOR REFERENCE ONLY
AND DO NOT CONSTITUTE A CHECK LIST OF
DEVICES REQUIRED BY THE CONTRACT
A
NOTES:
1. MULTI-CIRCUIT RACEWAYS SHALL BE ALTERNATELY CIRCUITED. LABEL ALL RECEPTACLES
WITH PANEL NAME AND CIRCUIT NUMBER.
B
C
ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,
GROUNDING TYPE
ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,
GROUNDING TYPE AND ONE VOICE/DATA OUTLET
ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,
GROUNDING TYPE
ONE DUPLEX CONVENIENCE RECEPTACLE, 125 VOLTS, 20 AMP,
GROUNDING TYPE AND ONE VOICE/DATA OUTLET
DESCRIPTIONSYMBOL
FLUSH FLOOR BOX/POKE-THRU SCHEDULE
REMARKS
A
B
A
B
WIREMOLD SERIES G-3000
WIREMOLD SERIES G-4000
WIREMOLD SERIES G-6000
2'-0"
2'-0"
2'-0"
NA
PLANS
AS SHOWN
AS SHOWN
PLANS
REMARKSTELE/DATA
OUTLET CENTERS
POWERDESCRIPTION
MULTIOUTLET ASSEMBLY SCHEDULE
TYPE
A
B
SYMBOL NEMA
CONFIGURATION
WIRE/CONDUIT
(UON)
VOLTAGE
RATING
C.B. OR FUSE
AMPS/POLES REMARKS
2#12 & 1#12G-3/4"C
2#10 & 1#10G-3/4"C
250V
250V
20/2
30/2
L6-20R
L6-30R
SPECIAL OUTLETS SCHEDULE
E
M
ER
E
M
ER
EX
B
EXISTING ELECTRICAL ITEM TO BE REMOVED AND PROVIDED WITH A
BLANK COVER PLATE
EXISTING ELECTRICAL OR SYSTEMS CIRCUIT TO REMAIN.
NOTES:
THE FOLLOWING SYMBOLS ARE EXAMPLES INTENDED TO SHOW METHODOLOGY FOR
DEMOLITION. THIS APPROACH IS APPLICABLE TO ALL SYMBOLS INDICATED ON THIS
SCHEDULE.
EXISTING ELECTRICAL ITEM TO REMAIN
EXISTING ELECTRICAL ITEM TO BE RELOCATED
EXISTING ELECTRICAL ITEM TO BE REMOVED
EXISTING ELECTRICAL RELOCATED. NEW LOCATION
EXISTING ELECTRICAL OR SYSTEMS CIRCUIT TO BE REMOVED. SHOWN
ONLY
WHERE CLARIFICATION BETWEEN EXISTING TO REMAIN AND REMOVED IS
REQUIRED.
DEMOLITION AND REMODEL
A, AMP AMPERES
AF AMP FUSE OR AMP FRAME
AFC AVAILABLE FAULT CURRENT (SYMMETRICAL)
AFF ABOVE FINISHED FLOOR
AIC AMPERE INTERRUPTING CAPACITY
AM AMMETER
AS AMP SWITCH OR AMMETER SWITCH
ASYM ASYMMETRICAL
AT AMP TRIP
ATS AUTOMATIC TRANSFER SWITCH
AWG AMERICAN WIRE GAUGE
BOF BOTTOM OF FIXTURE
B.S.C BARE STRANDED COPPER CONDUCTOR
C CONDUIT
CAP CAPACITY OR CAPACITOR
CATV COMMUNITY ANTENNA TELEVISION
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CKT ,CCT CIRCUIT
CL CURRENT LIMITING
C.O. CONDUIT ONLY
CONN CONNECT OR CONNECTION
CU COPPER
DA DURESS ALARM
DB DOOR BELL
DISC DISCONNECT
DPST DOUBLE POLE SINGLE THROW
EC ELECTRICAL CONTRACTOR
EWC ELECTRIC WATER COOLER
ELEC ELECTRIC OR ELECTRICAL
ELEV ELEVATION OR ELEVATOR
EMERG, EM EMERGENCY
EPO EMERGENCY POWER OFF
EMT ELECTRICAL METAL TUBING
EG ENGINE GENERATOR
FDR FEEDER
FIXT FIXTURE
FLA FULL LOAD AMPERES
FLUOR FLUORESCENT
GRC,GCR GALVANIZED RIGID CONDUIT
GEC GROUNDING ELECTRODE CONDUCTOR
GEN GENERATOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFI,GF GROUND FAULT INTERRUPTER
GRD,GND,G GROUND
HID HIGH INTENSITY DISCHARGE
HOA HAND-OFF-AUTO
HP HORSEPOWER
HPS…
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