Attachment B Drawings Sheets E1.0 to E8.3.pdf
PDF 16 MB Posted
- Solicitation number
- S-63400-00011346
- Issued by
- Tillamook County, Oregon
About this file
This document appears to be a set of electrical drawings (Attachment B Drawings Sheets E1.0 to E8.3.pdf) related to a state or local government contract opportunity. The drawings provide detailed electrical plans and specifications for a project, likely a public works or infrastructure project, involving the installation of electrical systems and components. The drawings cover various aspects of the electrical work, including power distribution, lighting, and other electrical infrastructure. The document does not provide additional details about the overall contract, such as the contracting agencies, the scope of work, response deadlines, or award information. Without access to the full solicitation package, I can only summarize the contents of these specific drawings and cannot provide a comprehensive overview of the contract opportunity.
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Text version
3/4"C-(3)#12
X-###
EXPOSED CONDUIT
CAP ON CONDUIT STUB
CABLE TRAY
CALLOUT INDICATING CONDUIT
SIZE, NUMBER OF WIRES AND
WIRE SIZE.
HOME RUN TO PANELBOARD OR
AS INDICATED
CALLOUT INDICATING CONDUIT
NUMBER AND WIRE PER
SCHEDULE.
CONDUIT RUN, BROKEN AND
CONTINUED SAME SHEET OR
AS NOTED
CONDUIT WITH SEAL FITTING
CONDUIT TURNING DOWN
CONDUIT TURNING UP
GROUND CONDUCTOR
UNDERGROUND DUCT LINE
(CONCRETE ENCASEMENT)
UNDERGROUND DIRECT BURIAL
CONDUITS
INDICATES REMOVAL
EQUIPMENT ID #
CONDUIT NUMBER
P = POWER C = CONTROL
J = SIGNAL X = SPARE
X-###
PLAN SYMBOLS
MANHOLE
HANDHOLE
EQUIPMENT CONNECTION
INSTRUMENT LOCATION
GENERATOR
xxKW = SIZE
ELECTRICITY UTILITY METER
AND SOCKET
JUNCTION BOXES, FLOOR, WALL
AND CEILING
PHOTO ELECTRIC CELL
EMERGENCY LIGHT WITH SELF-
CONTAINED BATTERY
MOTOR
xx = HORSEPOWER
THERMOSTAT
PLYWOOD BACKBOARD
GROUND ROD
GROUND ROD AND BOX
DISCONNECT SWITCH, UNFUSED
xxA = AMPERAGE
DISCONNECT SWITCH, FUSED
xxAF = FRAME SIZE xxAT = TRIP SIZE
ENCLOSED CIRCUIT BREAKER
xxAF = FRAME SIZE xxAT = TRIP SIZE
FLEXIBLE CONDUIT
MH
HH
J
T
PE
CONDUIT SYMBOLS
EQUIPMENT AND INSTRUMENT SYMBOLS
UTILITIES SYMBOLS
MANUAL PULL STATION
FIRE ALARM CONTROL PANEL
COMBINATION SMOKE/HEAT
DETECTOR
HORN AND STROBE
FIRE ALARM SYMBOLS
FACP
SH
F
LIGHTING SYMBOLS
X IN.
SINGLE POLE SWITCH (SEE NOTE
S1)
* = SINGLE POLE
2 = 2 POLE
3 = 3 WAY
4 = 4 WAY
M = HP RATED, LOCKABLE
OS = OCCUPANCY SENSOR
P = SWITCH WITH PILOT LIGHT
WP = WEATHERPROOF
POLE MOUNTED FIXTURE
WALL/CEILING MOUNTED EXIT
LIGHT - DIRECTIONAL ARROW
WHERE INDICATED, SHADED
AREA INDICATES ILLUMINATED
FACE.
SURFACE MOUNTED FIXTURE
WALL MOUNTED FIXTURE
SINGLE RECEPTACLE, 120V
DUPLEX WALL RECEPTACLE,
120V
CKT = CIRCUIT NUMBER
TYPE: WP =
WEATHERPROOF
G = GROUNDED
IG = ISOLATED
GROUND
GF = GROUND FAULT
INTERRUPTER
DUPLEX FLOOR RECEPTACLE,
120V
TYPE: F = FLUSH
S = SURFACE
MULTI-OUTLET ASSEMBLY WITH
SINGLE RECEPTACLE, 120V
SPACING (X IN.) AS NOTED.
MOUNTING HEIGHT AS NOTED.
SPECIAL PURPOSE WALL
RECEPTACLE, RATING AS
NOTED.
DOUBLE DUPLEX RECEPTACLE,
120V
DOUBLE DUPLEX RECEPTACLE,
EMERGENCY/STAND-BY
DUPLEX RECEPTACLE,
EMERGENCY/ STAND-BY
NOTES:
S1 LOWER CASE LETTERS IN PARENTHESIS
ADJACENT TO A SWITCH OR LIGHT FIXTURE
INDICATE A SWITCHED CIRCUIT AND IDENTIFY
THE FIXTURE/SWITCH COMBINATIONS. FOR FOUR
LAMP FLUORESCENT FIXTURES WIRED IN PAIRS
WITHIN EACH FIXTURE, THE "a" SWITCH CONTROLS THE OUTER LAMPS AND THE "b"
SWITCH CONTROLS THE INNER LAMPS. WIRE 3
LAMP FIXTURES SIMILARLY.
S2 NUMBERS IN PARENTHESIS ADJACENT TO A
LIGHT FIXTURE OR RECEPTACLE INDICATE THE
LIGHTING PANEL BRANCH CIRCUIT FEEDING THE
DEVICE.
WALL-MOUNTED CONTROL
PANEL, PANELBOARD, OR
TERMINAL CABINET. SHOWN
WITH EQUIPMENT ID TAG.
FLOOR-STANDING DISTRIBUTION
ASSEMBLY, SUCH AS MCC,
SWITCHBOARD, OR XFMR.
SHOWN WITH EQUIPMENT ID
TAG.
RECEPTACLE AND SWITCH SYMBOLS
SINGLE RECEPTACLE,
EMERGENCY/ STAND-BY
ONE-LINE SYMBOLS SCHEMATIC SYMBOLS ABBREVIATIONS
GENERAL NOTES
G1 THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE DRAWINGS OR
DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE
REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE
CODES AND UTILITY COMPANY STANDARDS. CONTACT THE UTILITY
COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS.
G2 THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL
INFORMATION SHOWN.
G3 NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT
LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD
CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON.
G4 INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ANSI C37.2,
Y1.1, Y32.2, AND Y32.9.
G5 EQUIPMENT SHOWN IN HALF TONE OR GREY TONE ARE EXISTING OR BY
OTHERS.
G6 VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS.
G7 CONDUIT SIZE AND FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN,
THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE EDITION OF THE
NATIONAL ELECTRIC CODE ADOPTED BY THE AUTHORITY HAVING CODE
ENFORCEMENT JURISDICTION. WHERE NO FILL IS INDICATED, PROVIDE (3)
#12 WIRES. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT.
(a,b)
CKT
TYPE
PNL-100
MCC-100
TRANSFER SWITCH, ATS OR MTS
AS INDICATED. 3 POLE UNLESS
OTHERWISE NOTED.
xxAF = RATING
CIRCUIT BREAKER, 3-POLE
UNLESS OTHERWISE NOTED.
xxAF = FRAME SIZE xxAT = TRIP RATING
POWER CIRCUIT BREAKER, 3
POLE, ABOVE 1500V.
xxAF = FRAME SIZE xxAT = TRIP RATING
POWER OR DISTRIBUTION
TRANSFORMER, 3 PHASE
UNLESS OTHERWISE NOTED.
xxKVA = SIZE xxV = PRIMARY VOLTAGE yyV = SECONDARY VOLTAGE
MOTOR STARTER WITH THERMAL
OVERLOAD. 3 PHASE UNLESS
OTHERWISE NOTED.
* = NEMA SIZE
VARIABLE FREQUENCY DRIVE.
3 PHASE UNLESS OTHERWISE
NOTED.
### = TAG ID NUMBER
GROUND CONNECTION
K
ST(a)
(LPXX/X)
NL
LUMINAIRE WITH IDENTIFICATION
TAG
ID = TYPE, PER LIGHTING
SCHEDULE
NL = UNSWITCHED NIGHT
LIGHT
a = SWITCH CONTROL
LPXX/X = POWER SOURCE
PANEL AND CIRCUIT NUMBER
XXX-###
EQUIPMENT ID #
GENERATOR
xxKW = SIZE
MOTOR
xx = HORSEPOWER
XXX-###
CONDUIT NUMBER
P = POWER C = CONTROL
J = SIGNAL X = SPARE
X-###
ATS
xxAF
VFD
LINE OR LOAD REACTOR
KIRK KEY INTERLOCK
SHUNT TRIP
FUSE
CURRENT TRANSFORMER
VOLTAGE TRANSFORMER
SURGE ARRESTOR
X
SENSOR.
X INDICATES DEVICE TYPE:
A = AMMETER
AS = CURRENT SWITCH
V = VOLTMETER
VS = VOLT SWITCH
WH = WATTHOUR METER
POWER RECEPTACLE
CAPACITOR
VACUUM BREAK SWITCH
TERMINATOR / POTHEAD
ELEMENTARY DIAGRAM
REFERENCE
X = DIAGRAM NUMBER
X
CONTROL POWER
TRANSFORMER
xxxVA = SIZE xxV = PRIMARY VOLTAGE yyV = SECONDARY VOLTAGE
CIRCUIT BREAKER, SINGLE-POLE
TAG = DEVICE TAG ID
xxA = TRIP RATING, IN
AMPERES
TAG
xxA
ELECTRONIC SOFT STARTER
WITH BYPASS. 3 PHASE
UNLESS OTHERWISE NOTED.
### = TAG ID NUMBER
SS
CIRCUIT BREAKER, 3-POLE.
TAG = DEVICE TAG ID
xxA = TRIP RATING, IN
AMPERES
M OL
MOTOR STARTER WITH THERMAL
OVERLOAD, 3-POLE.
BUS STAB ON MCC OR
SWITCHGEAR OR MOTOR CORD
AND PLUG CONNECTION
TAG
TAG
DISCONNECT SWITCH, 3-POLE.
TAG = DEVICE TAG ID
xxAF = SWITCH RATING, IN
AMPERES
M
MOTOR, 3-PHASE. VOLTAGE AND
HORSEPOWER AS INDICATED.
M
MOTOR, SINGLE PHASE.
VOLTAGE AND HORSEPOWER
AS INDICATED.
TAG
xxA
TAG
xxA
FUSE
TAG = DEVICE TAG ID
xxA = FUSE RATING, IN
AMPERES
XOO
OXO
OOX
PUMP 1
H O
A
SELECTOR SWITCH ASSEMBLY,
3-POSITION
TYPICAL CONFIGURATIONS:
H O A = HAND/OFF/AUTO
L O R = LOCAL/OFF/REMOTE
PUSHBUTTON, NORMALLY OPEN
AND NORMALLY CLOSED
START STOP
CONTROL DEVICE COIL
XXX INDICATES TYPE:
ALT = ALTERNATING RELAY
CR = CONTROL RELAY
LR = LATCHING RELAY
TR/TDR = TIMING RELAY/TIME
DELAY RELAY
M = MOTOR STARTER
CONTACTOR
### = DEVICE ID NUMBER
XXX
### CONTACT, NORMALLY OPEN AND
NORMALLY CLOSED.
### = DEVICE ID NUMBER
MAIN CONTROL PANEL
LOCAL CONTROL PANEL
FIELD TERMINAL
FIELD PANEL
POWER JUNCTION BOX
VFD
MCC OR SWITCHGEAR
PLC I/O TERMINAL
CONTROL CABLE JUNCTION BOX
MOTOR LOAD CABLE JUNCTION
BOX OR DISCONNECT
NORMALLY OPEN, CLOSES
AFTER TIME DELAY.
### = DEVICE ID NUMBER
NORMALLY CLOSED, OPENS
AFTER TIME DELAY.
NORMALLY OPEN,
INSTANTANEOUS CLOSE,
OPENS AFTER TIME DELAY.
NORMALLY CLOSED,
INSTANTANEOUS OPEN,
CLOSES AFTER TIME DELAY.
TIME-DELAY RELAY CONTACTS
STANDARD RELAY CONTACTS
X
INDICATING LIGHT
X INDICATES COLOR:
A = AMBER
B = BLUE
C = CLEAR
G = GREEN
R = RED
W = WHITE
Y = YELLOW
INDICATING LIGHT,
PUSH-TO-TEST
X
SENSING DEVICE CONTACTS
CLOSES
RISING
CLOSES
FALLING
FLOW SWITCH
LEVEL/FLOAT SWITCH
PRESSURE SWITCH
TEMPERATURE SWITCH
DEVICE TYPE
LIMIT SWITCH CONTACTS
NORMALLY OPEN, CLOSES ON
REACHING LIMIT
NORMALLY CLOSED, OPENS ON
REACHING LIMIT
MISCELLANEOUS DEVICES
ETM ELAPSED TIME METER /
HOURMETER
SOLENOID
F
B
H HORN
BELL
BUZZER
WIRE AND CABLE SYMBOLS
WIRING INSIDE ENCLOSURE
FIELD WIRING
CONDUCTORS CONNECTED
CONDUCTORS NOT CONNECTED
SPLICE OR TERMINATION
TERMINAL SYMBOLS
CONCEALED CONDUIT
A AMPERES
AC ALTERNATING CURRENT
ADJ ADJUSTABLE
AF AMPERE FRAME
AFD ADJUSTABLE FREQUENCY DRIVE
A.F.F. ABOVE FINISHED FLOOR
A.F.G. ABOVE FINISHED GRADE
AIC AMPERES INTERRUPTING CAPACITY
AMP AMPERES
ANN ANNUNICATOR
AT AMMETER TRIP
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AWG AMERICAN WIRE GAUGE
BCG BARE COPPER GROUND
C CONDUIT
CB CIRCUIT BREAKER
CC CONTROL CABLE, CLOSING COIL,
CLARIFIER CONSOLE
CHH COMMUNICATION HANDHOLE
CKT CIRCUIT
CMH COMMUNICATION MANHOLE
CO CONDUIT ONLY
COMM COMMUNICATION
COND CONDUCTOR
CPT CONTROL POWER TRANSFORMER
CP CONTROL PANEL
CR CONTROL RELAY
CS CONTROL STATION
CT CURRENT TRANSFORMER
DB DIRECT BURIAL
DC DIRECT CURRENT
DISC DISCONNECT
DISTR DISTRIBUTION
DP DISTRIBUTION PANEL
DPDT DOUBLE POLE, DOUBLE THROW
DPST DOUBLE POLE, SINGLE THROW
(E) EXISTING
EE ELECTRICAL ENCLOSURE
EHH ELECTRICAL HANDHOLE
EMERG EMERGENCY
ENCL ENCLOSURE
EGC EQUIPMENT GROUND CONDUCTOR
EQPT EQUIPMENT
ETM ELAPSED TIME METER
FDR FEEDER
FLEX FLEXIBLE
F.O. FIBER OPTIC
FREQ FREQUENCY
FU FUSE
FUT,(F) FUTURE
FVNR FULL VOLTAGE, NON- REVERSING
FVR FULL VOLTAGE, REVERSING
FWD FORWARD
GEN GENERATOR
GFI GROUND FAULT INTERRUPTER
GND GROUND
GRS GALVANIZED RIGID STEEL
HH HANDHOLE
HOA HAND-OFF- AUTOMATIC
HOR HAND-OFF-REMOTE
HTR HEATER
HV HIGH VOLTAGE
HZ HERTZ (CYCLES PER SECOND)
IND LT INDICATING LIGHT
INSTR INSTRUMENT, INSTRUMENTATION
I/O INPUT/OUTPUT
ISB INTRINSICALLY SAFE BARRIER
ISR INTRINSICALLY SAFE RELAY
JB JUNCTION BOX
KA KILOAMPERES
KCMIL THOUSANDS OF CIRCULAR MILS
KV KILOVOLTS
KVA KILOVOLT AMPERES
KVAR KILOVOLT AMPERES REACTIVE
KWH KILOWATT HOURS
LCP LOCAL CONTROL PANEL
LCS LOCAL CONTROL STATION
LTG LIGHTING
LTS LIGHTS
LP LIGHTING PANEL
mA MILLIAMPERES
MCC MOTOR CONTROL CENTER
MCP MOTOR CIRCUIT PROTECTION OR MAIN
CONTROL PANEL
MCM THOUSAND CIRCULAR MILS (KCMIL)
MON MONITOR
MOV MOTOR OPERATED VALVE
MPP MAIN POWER PANEL
MS MOTOR STARTER
MTD MOUNTED
MTG MOUNTING
MTS MANUAL TRANSFER SWITCH
(A) NEW
NC NORMALLY CLOSED
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOC.
NEUT NEUTRAL
NO NORMALLY OPEN, NUMBER
OL OVERLOAD
OT OVER TEMPERATURE
OVLD THERMAL OVERLOAD RELAY
OIT OPERATOR INTERFACE TERMINAL
P POLE, PUMP
PB PULLBOX
PBSW PUSHBUTTON SWITCH
PEC PHOTOELECTRIC CELL
PF POWER FACTOR
PGRS PVC COATED GALVANIZED RIGID STEEL
PH PHASE
PIOP PLC I/O PANEL
PLC PROGRAMMABLE LOGIC CONTROLLER
PNL PANEL
PNLBD PANELBOARD
POT POTENTIOMETER
PRI PRIMARY
PWR POWER
(R) RELOCATED
RCPT RECEPTACLE
RT RESET TIMER
SCCR SHORT CIRCUIT CURRENT RATING
SCHD80 SCHEDULE 80 PVC
SD SMOKE DETECTOR
SIG SIGNAL
SN SOLID NEUTRAL
SPD SURGE PROTECTIVE DEVICE
SPDT SINGLE POLE, DOUBLE THROW
SST STAINLESS STEEL
SV SOLENOID VALVE
SW SWITCH
SWBD SWITCHBOARD
SWGR SWITCHGEAR
TB TERMINAL BOX
TC TELEPHONE CABINET
TEL TELEPHONE
TERM TERMINAL
TSP TWISTED SHIELDED PAIR
TST TWISTED SHIELDED TRIAD
UGND UNDERGROUND
UV ULTRAVIOLET
VA VOLT-AMPERES
VAR VOLT AMPERES REACTIVE
VFD VARIABLE FREQUENCY DRIVE
VH VAR-HOUR
VS VOLTMETER SWITCH
W WIRE, WATTS
WH WATTHOUR METER
WHDM WATTHOUR DEMAND METER
WP WEATHERPROOF
WR WEATHER RESISTANT
WT WATERTIGHT
XFMR TRANSFORMER
TAG
xxA
HEAT TRACE
xx
G xxKW
G G xx xxAF xxAT xxAF xxAT xxAF xxAT xxAF xxAT
WITH
DRAWOUT
NO
DRAWOUT
WITH
DRAWOUT
NO
DRAWOUT
CPT xxxVA xxV-yyV xxKVA xxV - yyV
G8 THE CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE
ITEMS NOT SPECIFICALLY IDENTIFIED TO BE PROVIDED BY
THE UTILITY IN THE TILLAMOOK PEOPLE'S UTILITY DISTRICT
"CUSTOMER GUIDE TO ELECTRIC SERVICE REQUIREMENTS".
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TYPICAL OPEN TRENCH DUCT
BANK DETAIL 2
HORSE CAMP RESTROOM (ADD ALTERNATE #1)
DETAIL 4
TYPICAL RV SITE
PEDESTAL DETAIL 1
TYPICAL POLYMER CONCRETE
HANDHOLE DETAIL 3
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MPP-X#
CT-MPP-X#
MPP-X#
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KIOSK POWER CONNECTION DETAIL1
E1.3
Tx
Tx
Tx Tx Tx Tx H
H
4' 'S S
4''W
2''W 2''W 2''W 2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2'' W
2' 'W
2' 'W
2'' W
2''W
2''W2''W
2''W
2''W
2''W
2''W 2''W2''W2''W2''W
2''W
2' 'W
2' 'W
4' 'W
4' 'W
4' 'W
4' 'W
1.5''W
1.
5' 'W
1.5''W
1.5''W
1.5' 'W
1.5 ''W
1.
5' 'W
1.
5' 'W
1.5 ''W
1.5''W
1.5''W
1.5''W
1.
5' 'W
1.5''W 1.5''W 1.5''W
1.
5'' W
1.
5' 'W
1.
5' 'W
1.5 ''W
1.5''W
1.5''W
1.5'' W
1.
5' 'W
1.
5' 'W
3''W 3''W
3''W
1.
5' 'W
4''W
4''W
4''W4''W4''W4''W4''W
4''W
1.5''W 1.5''W 1.5''W
1.
5' 'W
1.
5' 'W
1.
5'' W
1.5''W1.5''W1.5''W 1.
5' 'W
T
T
T
T
T
T
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E2.3
E2.2
E2.1
8/2/24
MULTICORELINK:E2.4 ELECTRICAL PLAN - EQUESTRIAN LOOP-E2.4 ELECTRICAL PLAN - HORSE CAMP
MULTICORELINK:E2.0 ELECTRICAL PLAN - DEF LOOP-ELECTRICAL PLAN - F LOOP
MULTICORELINK:E2.0 ELECTRICAL PLAN - DEF LOOP-ELECTRICAL PLAN - F LOOP
MULTICORELINK:E2.0 ELECTRICAL PLAN - DEF LOOP-ELECTRICAL PLAN - E LOOP
MULTICORELINK:E2.0 ELECTRICAL PLAN - DEF LOOP-ELECTRICAL PLAN - E LOOP
MULTICORELINK:E2.0 ELECTRICAL PLAN - DEF LOOP-ELECTRICAL PLAN - D LOOP
Tx
Tx
Tx
Tx
Tx Tx Tx
Tx Tx
Tx Tx
Tx
4''
SS
4' 'S S
4' 'S S
4''W 4''W
2'' W
2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W
2''W
2''W
2''W 2''W2''W2''W2''W2''W2''W2''W2''W
2''W
2' 'W
2' 'W
2' 'W
2' 'W
2' 'W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
1.5''W
1.
5' 'W
1.
5' 'W
1.
5'' W
1.5''W
1.5''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5'' W
4''W4''W4''W4''W4''W4''W4''W4''W
4''W 4''W
1.5''W 1.5''W 1.5''W 1.5''W 1.5''W
1.5 ''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.5'' W1.5''W1.5''W1.5''W1.5''W1.5''W
1.5'' W
1.
5' 'W
1.
5' 'W
T
T
T
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MPP-D2
DP-D4
RV-D3
MPP-D3
DP-D2
DP-D3
RV-D4 RV-D6 RV-D8 RV-D10 RV-D12 RV-D14 RV-D15
RV-D1 RV-D5 RV-D7 RV-D9 RV-D11 RV-D13
RV-D17
RV-D19
RV-D21
RV-D23
RV-D25
RV-D27
RV-D28
RV-D30RV-D32RV-D34RV-D36RV-D38RV-D40RV-D41
RV-D16
RV-D18
RV-D20
RV-D22
RV-D24
RV-D26
MPP-E2
DP-E3MPP-D1
RV-D29
RV-D31RV-D33RV-D35RV-D37RV-D39
RV-D42
RV-D46
RV-D48
RV-D50
RV-D52
RV-D54
RV-D56
RV-D55
RV-D53
RV-D51
RV-D49
RV-D47
RV-D45
RV-D44
RV-D43
RV-D2
MULTICORELINK:E2.0 ELECTRICAL PLAN - DEF LOOP-ELECTRICAL PLAN - E LOOP
H
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W
2''W 2''W
2''W2''W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
4' 'W
1.5''W
1.5''W
1.
5' 'W
1.
5' 'W
1.
5'' W
1.5''W 1.5''W
1.5''W
1.5''W
1.5' 'W
1.5' 'W
1.5 ''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.5 ''W1.5''W
1.5''W
1.5''W
1.5''W
1.5''W
1.5''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.5''W
1.5''W
1.5 ''W
1.
5' 'W
1.
5' 'W
3''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
4''W
4''W
4''W
4''W
4''W 4''W4''W4''W
1.5 ''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
T
T
T
/1
/2
2:
P
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\E
2.
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A
L P
LA
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- M ar k H en ry
MPP-E1
DP-E1
DP-E2
RV-E1
MPP-E2
DP-E3
RV-E43
RV-E41
RV-E39
RV-E37
RV-E35
RV-E33
RV-E31
RV-E29
RV-E45 RV-E44 RV-E40
RV-E38
RV-E36
RV-E34
RV-E32
RV-E30
MPP-D3
DP-D2
DP-D3
RV-E27
RV-E25
RV-E23
RV-E21
RV-E17
RV-E18
RV-E20
RV-E19 RV-E22
RV-E24
RV-E26
RV-E28
RV-E3
RV-E5
RV-E7
RV-E9
RV-E11
RV-E13 RV-E16RV-E15
RV-E14
RV-E12
RV-E2
RV-E10
RV-E8
RV-E6
RV-E4
T
8/2/24
MULTICORELINK:E2.0 ELECTRICAL PLAN - DEF LOOP-ELECTRICAL PLAN - F LOOP
1.
5' 'W
1.
5' 'W
H
2''W
2''W
2''W
2''W
2''W 2''W
2''W
2''W 2''W
2'' W
2' 'W
2' 'W
2' 'W
2' 'W
2' 'W
2'' W
2''W
2''W
2''W 2''W
2''W2''W 2''W
2''W
2''W
1.5 ''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.5 ''W
1.5''W 1.5''W 1.5''W 1.5''W
1.5''W
1.5''W
1.5 ''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.5 ''W
1.5 ''W
1.5''W1.5''W
1.5''W
1.5''W
1.5''W
1.5 ''W
1.
5' 'W
1.
5' 'W
3''W 3''W
3''W 3''W 3''W
3''W 3''W 3''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
.7 5' 'W
T
T
T
/1
/2
2:
P
M u:
\B en d\
P ro je ct s\ C lie nt s\
-o re go n pa rk re c de pt
\2
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1-ne ha le m ba yu pg rp ro jd es
\9 9S vc s\
C A
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\D W
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\E
2.
E
LE
C
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A
L P
LA
N
D
E F
LO
O
P .d w g
- M ar k H en ry
RV-F1
MPP-F2
RV-F3
RV-F5
RV-F7
RV-F9 RV-F10 RV-F12 RV-F13
RV-F15
RV-F16
RV-F2
RV-F4
RV-F6
RV-F8
RV-F11
RV-F14
DP-F3
RV-F46
RV-F45 RV-F43
RV-F41
RV-F39 RV-F37 RV-F35
RV-F33
RV-F44 RV-F42 RV-F40 RV-F38 RV-F36 RV-F34
RV-F32
RV-F30
RV-F29
RV-F27
RV-F25
RV-F23
RV-F21
RV-F20
RV-F18
RV-F28
RV-F26
RV-F22
RV-F19
MPP-F1
DP-F1
DP-F2
RV-F24
T
MULTICORELINK:E2.4 ELECTRICAL PLAN - EQUESTRIAN LOOP-E2.4 ELECTRICAL PLAN - HORSE CAMP
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3''W
3''W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
3' 'W
.75''W
1.5''W
1.5''W
1.5''W
1.5''W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.
5' 'W
1.5''W
1.5''W
1.5''W
1.5''W
1.
5'' W
1.
5' 'W
1.5''W
1.5''W
1.5''W
1.5''W
1.5''W
1.25''PS 1.25''PS
/1
/2
2:
P
M u:
\B en d\
P ro je ct s\ C lie nt s\
-o re go n pa rk re c de pt
\2
-4
1-ne ha le m ba yu pg rp ro jd es
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\E
2.
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A
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LA
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Q U
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TR
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N L
O O
P .d w g
- M ar k H en ry
MPP-H1
T
T s
MULTICORELINK:E1.3 - E1.4 ELECTRICAL DETAILS-E1.2
/2
2:
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M u:
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P ro je ct s\ C lie nt s\
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C A
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\D W
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S H
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\E
3.
E
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C
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A
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-L
IN
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L O
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C A
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S .d w g
- M ar k H en ry
M M
MPP-D1 MPP-D2
M
MPP-D3
/2
2:
P
M u:
\B en d\
P ro je ct s\ C lie nt s\
-o re go n pa rk re c de pt
\2
-4
1-ne ha le m ba yu pg rp ro jd es
\9 9S vc s\
C A
D D
\D W
G -S
P 2\
S H
E E
TS
\E
3.
E
LE
C
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A
L O
N E
-L
IN
E
L O
A D
C A
LC
U
LA
TI
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S .d w g
- M ar k H en ry
/2
2:
P
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P ro je ct s\ C lie nt s\
-o re go n pa rk re c de pt
\2
-4
1-ne ha le m ba yu pg rp ro jd es
\9 9S vc s\
C A
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\D W
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P 2\
S H
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TS
\E
3.
E
LE
C
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A
L O
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-L
IN
E
L O
A D
C A
LC
U
LA
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S .d w g
- M ar k H en ry
M
MPP-E1
M
MPP-E2
/2
2:
P
M u:
\B en d\
P ro je ct s\ C lie nt s\
-o re go n pa rk re c de pt
\2
-4
1-ne ha le m ba yu pg rp ro jd es
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C A
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\D W
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S H
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3.
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-L
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C A
LC
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LA
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S .d w g
- M ar k H en ry
/2
2:
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\2
-4
1-ne ha le m ba yu pg rp ro jd es
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S H
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\E
3.
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A
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-L
IN
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L O
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C A
LC
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S .d w g
- M ar k H en ry
M
MPP-F1
M
MPP-F2
/2
2:
P
M u:
\B en d\
P ro je ct s\ C lie nt s\
-o re go n pa rk re c de pt
\2
-4
1-ne ha le m ba yu pg rp ro jd es
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\E
3.
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-L
IN
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L O
A D
C A
LC
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S .d w g
- M ar k H en ry
/2
2:
P
M u:
\B en d\
P ro je ct s\ C lie nt s\
-o re go n pa rk re c de pt
\2
-4
1-ne ha le m ba yu pg rp ro jd es
\9 9S vc s\
C A
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\D W
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P 2\
S H
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\E
3.
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-L
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C A
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LA
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S .d w g
- M ar k H en ry
MPP-H1
M
PDERETSI
GER LA
NOI
SSEFOR
OREGON
86683
NIG
N
E R
EE
8 , 2
M A Y
PERRY
B
EN
JAMI N
E.
EXPIRES: 12-31-2024
Digitally Signed
Sa le m
-5 -1 w w w .l an d is co n su lt in g .c o m
Electrical Abbreviations, General Notes, & Symbol Legend Abbreviations
A AMPERE
AC ALTERNATING CURRENT, AIR CONDITIONING UNIT
AHJ AUTHORITY HAVING JURISDICTION
AI ANALOG INPUT
AIC AVAILABLE INTERRUPTING CAPACITY
AF AMPERE FRAME / AMPERE FUSED
AFC ABOVE FINISHED CEILING
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AL ALUMINUM
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AO ANALOG OUTPUT
ARMS ARC FLASH REDUCTION MAINTENANCE SYSTEM
AT AMPERE TRIP
AV AUDIO / VIDEO
AWG AMERICAN WIRE GAUGE
BAS BUILDING AUTOMATION SYSTEM
BFG BELOW FINISHED GRADE
BLDG BUILDING
C CONDUIT
CAT# CATEGORY #
CB CIRCUIT BREAKER
CFM CUBIC FEET PET MINUTE
CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED
CFOI CONTRACTOR FURNISHED, OWNER INSTALLED
CKT CIRCUIT
CP CONTROL PANEL
CPT CONTROL POWER TRANSFORMER
CR CONTROL RELAY
CSC CONTRACTOR SUPPLIED CABLE
CU COPPER
dB DECIBAL
DC DIRECT CURRENT
DI DIGITAL INPUT
DIM DIMENSION
DIV DIVISION
DO DIGITAL OUTPUT
DTL DETAIL
DWG DRAWING
E/IP ETHERNET IP
EF EXHAUST FAN
EL ELEVATION
EMT ELECTRICAL METALLIC TUBING
EOLR END OF LINE RESISTOR
FACP FIRE ALARM CONTROL PANEL
FE FLOWMETER ELEMENT
FF FINISH FLOOR
FIT FLOWMETER TRANSMITTER
FLA FULL LOAD AMPERES
FT FOOT, FEET
FBO FURNISHED BY OTHERS
G, GND GROUND
GFCI GROUND FAULT CIRCUIT INTERRUPTER
HH HAND HOLE
HP HORSEPOWER
HRG HIGH RESISTANCE GROUND
H2S HYDROGEN SULFIDE
ID IDENTIFICATION
IDC INITIATING DEVICE CIRCUIT
IDF INTERMEDIATE DISTRIBUTION FRAME
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS
IG ISOLATED GROUND
IT INFORMATION TECHNOLOGY
I/O INPUT / OUTPUT
JB JUNCTION BOX
KAIC THOUSAND AMPS INTERRUPTING CURRENT
KCMIL THOUSAND CIRCULAR MILS
KVA KILOVOLT-AMPERE
KW KILOWATT
LAN LOCAL AREA NETWORK
LCP LOCAL CONTROL PANEL
LCS LOCAL CONTROL STATION
LED LIGHT EMITTING DIODE
LEL LOWER EXPLOSIVE LEVEL
LRG LOW RESISTANCE GROUND
LS LIMIT SWITCH
LSI ELECTRONIC TRIP UNIT ADJUSTABLE LONG TIME DELAY, SHORT TIME
DELAY, INSTANTANEOUS TRIP
LSIG ELECTRONIC TRIP UNIT WITH ADJUSTABLE LONG TIME DELAY, SHORT TIME
DELAY, INSTANTANEOUS TRIP, AND GROUND FAULT
LV LOW VOLTAGE
MCA MINIMUM CIRCUIT AMPACITY
MCC MOTOR CONTROL CENTER
MCP MOTOR CIRCUIT PROTECTOR
MDF MAIN DISTRIBUTION FRAME
MHz MEGAHERTZ
MISC MISCELLANEOUS
MLO MAIN LUGS ONLY
MOCP MAXIMUM OVERCURRENT PROTECTION
MSC MANUFACTURER SUPPLIED CABLE
MV MEDIUM VOLTAGE
MVA MEGAVOLT AMPERES
MW MEGAWATT
N NEUTRAL
NAC NOTIFICATION APPLIANCE CIRCUIT
N/A NOT APPLICABLE
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NEX REPLACE EXISTING WIRING DEVICE AND FACEPLATE WITH NEW.
BACK BOX AND CONDUIT SHALL REMAIN.
NL NIGHT LIGHT
NO NORMALLY OPEN
NTS NOT TO SCALE
OC ON CENTER
OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
OFOI OWNER FURNISHED, OWNER INSTALLED
Ø PHASE
PB PULL BOX, PANIC BUTTON, PUSH BUTTON
PCP PUMP CONTROL PANEL
PDP PUMP DISCONNECT PANEL
PE PHOTO EYE
PLC PROGRAMMABLE LOGIC CONTROLLER
PNL PANEL
POE POWER OVER ETHERNET
PPM PARTS PER MILLION
PTZ PAN, TILT, ZOOM
RF RADIO FREQUENCY
RFI REQUEST FOR INFORMATION
SCADA SUPERVISORY CONTROL AND DATA ACQUISTION
SLC SIGNALING LINE CIRCUIT
SPD SURGE PROTECTION DEVICE
STD STANDARD
SW SWITCH
SWBD SWITCHBOARD
SWGR SWITCHGEAR
T/M THERMAL MAGNETIC CIRCUIT BREAKER
TBD TO BE DETERMINED
TSP TWISTED SHIELDED PAIR
TV TELEVISION / MONITOR OUTLET
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
TYP TYPICAL
UH UNIT HEATER
UG UNDERGROUND
UL UNDERWRITERS LABORATORIES
UPS UNINTERRUPTIBLE POWER SUPPLY
UON UNLESS OTHERWISE NOTED
USB UNIVERSAL SERIAL BUS
V VOLTS, VOLTAGE
VA VOLT-AMPERE
VFD VARIABLE FREQUENCY DRIVE
W WATT, WIRE
WCR WITHSTAND CURRENT RATING
WAP WIRELESS ACCESS POINT
WI-FI WIRELESS FIDELITY
W/ WITH
W/O WITHOUT
XFMR TRANSFORMER
XMTR TRANSMITTER
Y WYE
1P ONE POLE
2P TWO POLE
3P THREE POLE
4P FOUR POLE
General Electrical Notes
1. ALL LIGHTING BRANCH CIRCUITS SHALL BE 2#10, 1#10G IN
3/4" CONDUIT, UON.
2. ALL 20-AMP RECEPTACLE AND HARDWIRED BRANCH
CIRCUITS SHALL BE 2#12, 1#12G IN 3/4" CONDUIT, UON.
3. ALL EXIT SIGNS SHALL BE WIRED TO THE LOCAL LIGHTING
BRANCH CIRCUIT AHEAD OF ALL SWITCHING.
4. PROVIDE 0-10V DIMMING CONDUCTORS TO ALL LUMINAIRES
WHICH ARE CONTROLLED BY 0-10V DIMMERS SHOWN ON
THE DRAWINGS.
5. ALL ELEVATION HEIGHTS SHALL BE TO CENTERLINE OF
EQUIPMENT OR DEVICE UNLESS OTHERWISE NOTED.
Annotation
CONDUIT & CONDUCTOR CALLOUT. REFER TO
CONDUIT & CONDUCTOR SCHEDULE.
KEYED NOTE CALLOUT. REFER TO
CORRESPONDING SHEET KEYNOTES.
(E) INDICATES EXISTING EQUIPMENT TO REMAIN.
(D) INDICATES EXISTING EQUIPMENT TO BE
DEMOLISHED.
(N) INDICATES NEW EQUIPMENT.
KEYED NOTE CALLOUT. REFER TO
CORRESPONDING SHEET KEYNOTES.
KEYED NOTE CALLOUT. REFER TO
CORRESPONDING SHEET KEYNOTES.
MECHANICAL EQUIPMENT CALLOUT. REFER TO
MECHANICAL EQUIPMENT CONNECTION SCHEDULE.
DETAIL CALLOUT. REFER TO DETAIL AND SHEET AS
INDICATED ON CALLOUT.
FIXTURE MOUNTING CALLOUT. HEIGHT ABOVE
FINISHED FLOOR (A.F.F.) FOR INTERIOR OR GRADE
(A.F.G.) FOR EXTERIOR
XXXXX EQUIPMENT CALLOUT. REFER TO NEMA
CONNECTION SCHEDULE.
SECTION CALLOUT. REFER TO SECTION AND SHEET
AS INDICATED ON CALLOUT.
ELEVATION CALLOUT. REFER TO ELEVATION AND
SHEET AS INDICATED ON CALLOUT.
EX.XX
(RR)/(RD) INDICATED EXISTING EQUIPMENT OR DEVICE TO BE
REMOVED AND REINSTALLED.
XX
XX
XX
XX
XX
EX.XX
XX'-XX"
XXX
GER LA
NOI
SSEFOR
OREGON
86683
NIG
N
E R
EE
8 , 2
M A Y
PERRY
B
EN
JAMI N
E.
EXPIRES: 12-31-2024
Digitally Signed
Sa le m
-5 -1 w w w .l an d is co n su lt in g .c o m
Electrical Symbol Legend Power Distribution
DUPLEX RECEPTACLE, MOUNTED AT 18" AFF, UON.
QUADPLEX RECEPTACLE, MOUNTED AT 18" AFF,
UON.
GFCI QUADPLEX RECEPTACLE, MOUNTED AT 18"
AFF, UON.
SWITCHED DUPLEX RECEPTACLE, MOUNTED AT 18"
AFF, UON.
NEMA SPECIAL RECEPTACLE, MOUNTED AT 18" AFF,
UON. NEMA CONFIGURATION AS INDICATED.
RECEPTACLE MOUNTED ON CEILING.
TAMPER RESISTANT DUPLEX RECEPTACLE,
MOUNTED AT 18" AFF, UON.
GFCI DUPLEX RECEPTACLE, MOUNTED AT 18" AFF,
UON.
PANELBOARD SURFACE MOUNT.
PANELBOARD FLUSH MOUNT.
MAIN DISTRIBUTION PANEL.
DISCONNECT SWITCH.
FUSED DISCONNECT SWITCH.
ENCLOSED CIRCUIT BREAKER.
COMBINATION STARTER.
FLOORBOX COMBINATION POWER & DATA.
FLOORBOX POWER.
POKETHRU COMBINATION POWER & DATA.
POKETHRU POWER.
POWER/DATA POLE.
SIMPLEX RECEPTACLE, MOUNTED AT 18" AFF, UON.
UTILITY CT METER.
TAMPER RESISTANT QUADPLEX RECEPTACLE,
MOUNTED AT 18" AFF, UON.
CENTER HATCHED RECEPTACLE TO BE WIRED TO
EMERGENCY CIRCUIT.
RECEPTACLE MOUNTED IN-COUNTER.
UTILITY TRANSFORMER.
Drawing Symbol Variables
3 THREE WAY SWITCH.
4 FOUR WAY SWITCH.
#J QUANTITY OF JACKS AND HORIZONTAL CABLES.
J = CAT6, JA = CAT6A, JE = CAT5E
+XX MOUNTING UNITS EXPRESSED IN INCHES TO
CENTERLINE ABOVE FINISHED FLOOR OR GRADE.
C MOUNTED HORIZONTALLY AT 4" ABOVE
COUNTERTOP.
CL CLOCK.
DR DUAL RELAY.
E RED EMERGENCY SWITCH.
EL ELEVATOR RECALL.
ETR EXISTING DEVICE SHALL REMAIN.
G GLASS BREAK SENSOR.
K KEYED SWITCH.
LF LOW FREQUENCY.
LV LOW VOLTAGE SWITCH.
M MOTOR RATED TOGGLE SWITCH.
NEX REPLACE EXISTING WIRING DEVICE AND FACEPLATE
WITH NEW. BACK BOX AND CONDUIT SHALL REMAIN.
O INTEGRAL OCCUPANCY SENSOR.
P ADA PHONE, VERIFY HEIGHT WITH ARCHITECT /
OWNER.
REX REMOVE EXISTING DEVICE / EQUIPMENT.
TK MOUNTED IN TOE KICK OF CASEWORK.
TV MOUNTED ADJACENT TO TV AT 60" AFF, UON.
V VANDAL RESISTANT.
WG WIREGUARD.
WP WEATHERPROOF.
Lighting
TROFFER LUMINAIRE, SURFACE OR RECESS
MOUNTED AS INDICATED ON THE DRAWINGS.
EMERGENCY BATTERY PACK LUMINAIRE, WALL OR
CEILING MOUNTED.
LINEAR PENDANT MOUNTED LUMINAIRE.
BOLLARD LUMINAIRE.
SITE LUMINAIRE POLE MOUNTED. NUMBER OF
HEADS AS SHOWN.
TRACK LUMINAIRE.
WALL MOUNTED LUMINAIRE.
DOWNLIGHT LUMINAIRE, SURFACE, RECESS, OR
PENDANT MOUNTED AS INDICATED ON THE
DRAWINGS.
EXIT SIGN, WALL OR CEILING MOUNTED, SINGLE
FACE WITH DIRECTIONAL CHEVRONS AS INDICATED
ON DRAWINGS.
EXIT SIGN, WALL OR CEILING MOUNTED, DOUBLE
FACE WITH DIRECTIONAL CHEVRONS AS INDICATED
ON DRAWINGS.
UNDERCABINET LUMINAIRE.
LINEAR WALL MOUNTED LUMINAIRE.
SPOT LUMINAIRE.
HALF HATCHED LUMINAIRE TO BE WIRED TO
EMERGENCY CIRCUIT.
FULL HATCHED LUMINAIRE TO BE WIRED TO
NIGHTLIGHT CIRCUIT.
WALL WASH LUMINAIRE POINTED IN DIRECTION AS
SHOWN
Raceways
CONDUIT AND/OR CONDUCTORS INSTALLED ABOVE
GRADE, CONCEALED IN WALL OR CEILING SPACE.
CONDUIT TURNED DOWN.
CONDUIT AND/OR CONDUCTORS INSTALLED BELOW
GRADE, BELOW SLAB.
CONDUIT TURNED UP.
CONDUIT STUBBED AND CAPPED.
CONDUIT DIRECT CONNECTION TO EQUIPMENT.
FLEXIBLE CONNECTION TO EQUIPMENT.
CONDUIT / WIRING CONTINUATION.
HOMERUN TO PANELBOARD.
CABLE TRAY. SIZE AND TYPE AS INDICATED ON
DRAWINGS.
Low Voltage
ETHERNET OUTLET MOUNTED AT 18" AFF, UON.
COAXIAL OUTLET MOUNTED AT 18" AFF, UON.
PHONE OUTLET MOUNTED AT 18" AFF, UON.
LOW VOLTAGE OUTLET CEILING MOUNTED.
WIRELESS ACCESS POINT CEILING MOUNTED.
WIRELESS ACCESS POINT WALL MOUNTED.
FLOORBOX DATA.
POKETHRU DATA.
DIGITAL CLOCK.
IT RACK.
VERTICAL WIRE MANAGEMENT.
One-Line Diagram
TRANSFER SWITCH, WITH FUSES OR BREAKERS AS
SHOWN ON DRAWINGS.
E
L
N
CIRCUIT BREAKER.
DRAWOUT CIRCUIT BREAKER.
ENCLOSED CIRCUIT BREAKER.
MOTOR STARTER CONTACT.
M CURRENT TRANSFORMER METER.
HTR
RA
BATT
HEATER.
REMOTE ANNUNCIATOR.
BATTERY CHARGER.
DISCONNECT SWITCH.
ENCLOSED DISCONNECT SWITCH.
FUSED DISCONNECT SWITCH.
ENCLOSED FUSED DISCONNECT SWITCH.
FUSE, RATING AS SHOWN ON DRAWINGS.
GENERATOR, CONFIGURATION AS INDICATED ON
DRAWING.
GROUND ROD.
EQUIPMENT GROUND.
MOTOR, RATED AS INDICATED ON DRAWINGS.
NEMA CONNECTION.
NAME
PANEL.
MINI POWER CENTER.NAME
SHUNT TRIP.
SURGE PROTECTION DEVICE.
DIGITAL METER.
TRANSFORMER.
VARIABLE FREQUENCY DRIVE.
SOFT STARTER.
VFD
SS
ST
SPD
DM
K KIRK KEY.
ACCESS CONTROL - DOOR CONTACT. PROVIDE 3/4"
CONDUIT FROM DOOR FRAME TO ACCESSIBLE
CEILING OR SECURITY JUNCTION BOX AS SHOWN
ON THE DRAWINGS.
ACCESS CONTROL - ELECTRIC STRIKE. PROVIDE
3/4" CONDUIT FROM DOOR FRAME TO ACCESSIBLE
CEILING OR SECURITY JUNCTION BOX AS SHOWN
ON THE DRAWINGS.
ACCESS CONTROL - KEY PAD. PROVIDE 3/4"
CONDUIT FROM DOOR FRAME TO ACCESSIBLE
CEILING OR SECURITY JUNCTION BOX AS SHOWN
ON THE DRAWINGS.
ACCESS CONTROL - REQUEST TO EXIT. PROVIDE
3/4" CONDUIT FROM DOOR FRAME TO ACCESSIBLE
CEILING OR SECURITY JUNCTION BOX AS SHOWN
ON THE DRAWINGS.
SECURITY CAMERA - CEILING MOUNTED. PROVIDE
ONE (1) CAT6.
SECURITY CAMERA - WALL MOUNTED. PROVIDE
ONE (1) CAT6.
Access Control & Security
IS INTRUSION SENSOR - CEILING MOUNTED.
IS INTRUSION SENSOR - WALL MOUNTED.
ACCESS CONTROL - PANIC BUTTON.
ACCESS CONTROL - CARD READER. PROVIDE 3/4"
CONDUIT FROM DOOR FRAME TO ACCESSIBLE
CEILING OR SECURITY JUNCTION BOX AS SHOWN
ON THE DRAWINGS.
ACCESS CONTROL - MAGNETIC LOCK. PROVIDE 3/4"
CONDUIT FROM DOOR FRAME TO ACCESSIBLE
CEILING OR SECURITY JUNCTION BOX AS SHOWN
ON THE DRAWINGS.
ACCESS CONTROL - SECURITY JUNCTION BOX.
SIZED AS RECOMMENDED BY SECURITY SYSTEM
MANUFACTURER.
ACCESS CONTROL - CAMERA / INTERCOM.
IK INTRUSION KEYPAD.
ACCESS CONTROL - ELECTRIFIED PANIC BAR.
PROVIDE 3/4" CONDUIT FROM DOOR FRAME TO
ACCESSIBLE CEILING OR SECURITY JUNCTION BOX
AS SHOWN ON THE DRAWINGS.
K
RX
PB
S
CI
Miscellaneous
JUNCTION BOX (ROUND, SQUARE).
THERMOSTAT.
RELAY.
CORD REEL.
MOTOR / EXHAUST FAN.
CEILING FAN.
UTILITY POLE.
WEATHERHEAD.
GROUND ROD.
GROUND ROD WITH TEST WELL.
SURFACE RACEWAY / WIREMOLD.
FIRE RATED BACKBOARD.
JJ
T
R
GROUND BUS BAR.
Switches
SINGLE POLE SWITCH - MOUNTED AT 42" AFF, UON.
LOW VOLTAGE 0-10 VOLT DIMMING SWITCH -
MOUNTED AT 42" AFF, UON.
M OCCUPANCY SENSOR - CEILING OR WALL
MOUNTED.
PP OCCUPANCY SENSOR POWER PACK.
PHOTOCELL - CEILING OR WALL MOUNTED.
M
PC PC
ADA DOOR PUSHPLATE.
EMERGENCY STOP SWITCH, MUSHROOM HEAD.
PUSHBUTTON, SINGLE OR DOUBLE.
GER LA
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EXPIRES: 12-31-2024
Digitally Signed
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PLAN VIEW
ELEVATION VIEW
1. PROVIDE A NEMA 3R OR NEMA 4X,
STAINLESS STEEL SERVICE
ENTRANCE RATED MAIN DISTRIBUTION
PANEL (MDP). PANEL SHALL HAVE A
MAIN BREAKER AND ALL CIRCUIT
BREAKERS SHALL BE BOLT-ON TYPE.
SEE PANEL SCHEDULE FOR
ADDITIONAL DETAILS.
2. PROVIDE STAINLESS STEEL
METERBASE WITH TEST SWITCH
SPACE. METERBASE SHALL BE PER
UTILITIES REQUIREMENTS.
3. CONDUITS ARE NOT TO SCALE.
COORDINATE WITH CONDUIT
SCHEDULE FOR QUANTITY AND SIZE
OF FEEDER CONDUITS FROM MDP.
DUE TO THE NUMBER OF CONDUITS
ENTERING THE PANELBOARD,
CONTRACTOR SHALL PLAN THE
LAYOUT CAREFULLY SO ALL THE
CONDUITS FIT IN THE BOTTOM OF THE
PANELBOARD. SHOULD A GUTTER BE
NECESSARY, IT SHALL BE NO DEEPER
THAN THE PANELBOARD AND ONLY AS
WIDE AS NECESSARY TO
ACCOMODATE THE CONDUITS.
1. KIOSK SHALL BE CONSTRUCTED PER
SHEET C8.5 & C8.6.
2. ALL EXPOSED CONDUIT SHALL BE
PVC, SCHEDULE 80.
3. ALL HARDWARE SHALL BE STAINLESS
STEEL.
GENERAL SHEET NOTES
SHEET KEY NOTES
SCALE:
ELECTRICAL DETAILS1 NTS
6' -0
" T
YP
P102
P104
P102
P104
P104
P104
GER LA
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86683
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EXPIRES: 12-31-2024
Digitally Signed
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M
400A
PANEL 1
TVSS
30AT 60AT
NEW
SITE #1
100AT 100AT 100AT 100AT 30AT
PUMP
CONTROL
PANEL
NEW
SITE #2
RV HOST
SITE #1
RV HOST
SITE #2
1. CONTRACTOR SHALL COORDINATE
WITH TILLAMOOK PUD FOR NEW
SERVICE INSTALLATION.
INSTALLATION SHALL BE IN
ACCORDANCE WITH UTILITY
STANDARDS.
GENERAL SHEET NOTES
SHEET KEY NOTES
NEW UTILITY
TRANSFORMER
AVAILABLE FAULT CURRENT:
10,226 AMPS
UTILITY
METER
SERVICE ENTRANCE RATED MDP
120/240V, 1Ø, 3-WIRE, 400-AMP, 22kAIC
P101
P102
P102
P104
P112
P105 P106 P107 P108 P109 P111
SCALE:
ONE-LINE DIAGRAM1 NTS
P114
40 AT 40 AT 40 AT 40 AT
4 4 4 4
1. UTILITY PROVIDED, CONTRACTOR
INSTALLED PEDESTAL. CONDUIT P102
STUBS IN AND OUT OF THE PEDESTAL.
2. CONTRACTOR SHALL PROVIDE 30A,
240V, NON-FUSED, STAINLESS STEEL,
NEMA 4X, DISCONNECT SWITCH. SEE
CIVIL DRAWINGS FOR DETAILS ON
MOUNTING.
3. CONTRACTOR SHALL PROVIDE
UTILITY TRANSFORMER VAULT PER
TPUD REQUIREMENTS.
4. FUTURE LEVEL 2 EV CHARGING
STATIONS. PROVIDE CONDUIT AND
COORDINATE FINAL LOCATION WITH
OWNER.
P110 P110 P110 P110
GER LA
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86683
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8 , 2
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EXPIRES: 12-31-2024
Digitally Signed
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GENERAL SHEET NOTES
1. ALL EXPOSED CONDUIT SHALL BE
PVC, SCHEDULE 80.
POWER CONDUIT / CONDUCTOR SCHEDULE
CONDUIT ID
NO.
CONDUIT CONDUCTORS PER CONDUIT
FROM TO DESCRIPTION NOTES
QUANTITY SIZE UNGROUNDED GROUNDED GROUNDING CABLE SPARE
P101 1 2.0 INCH - - - - - EXISTING UTILITY TRANSFORMER NEW UTILITY TRANSFORMER - 1
P102 1 3.0 INCH - - - - - NEW UTILITY TRANSFORMER UTILITY METER VIA THE UTILITY PEDESTAL 2
P104 2 2.0 INCH 2 - #3/0 1 - #3/0 - - - UTILITY METER MDP - -
P105 1 1.5 INCH 2 - #4 1 - #4 1 - #10 - - MDP PANEL 1 HORSE CONCESSION BUILDING, CIRCUIT #1,3 -
P106 1 1.25 INCH 2 - #2 1 - #2 1 - #8 - - MDP NEW SITE #1 CIRCUIT #5,7 -
P107 1 1.25 INCH 2 - #2 1 - #2 1 - #8 - - MDP NEW SITE #2 CIRCUIT #9,11 -
P108 1 1.25 INCH 2 - #2 1 - #2 1 - #8 - - MDP RV HOST SITE #1 CIRCUIT #13,15 -
P109 1 1.25 INCH 2 - #2 1 - #2 1 - #8 - - MDP RV HOST SITE #2 CIRCUIT #2,4 -
P110 2 2.0 INCH - - - - - MDP FUTURE EV CHARGING STATION SPARE CONDUIT. PROVIDE PULL-STRING 4
P111 1 1.0 INCH 2 - #10 1 - #10 1 - #10 - - MDP PUMP CONTROL PANEL CIRCUIT #10,12 -
P112 1 0.75 INCH - - 1 - #4 - - MDP GROUNDING ELECTRODE SYSTEM GROUNDING ELECTRODE CONDUCTOR. ROUTE IN PVC CONDUIT. -
P113 1 1.25 INCH - - - 1 - MSC - PUMP CONTROL PANEL LIFT STATION
ROUTE CONDUIT TO NEW LIFT STATION. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS AND PROVIDE CONDUIT BELOW GRADE FOR CONNECTION
TO WET WELL.
P114 1 0.75 INCH - - 1 - #8 - - PANEL 1 GROUNDING ELECTRODE SYSTEM GROUNDING ELECTRODE CONDUCTOR. ROUTE IN PVC CONDUIT. -
NOTES:
[1] CONTRACTOR TO DIRECTIONAL BORE FROM EXISTING TRANSFORMER TO NEW TRANSFORMER AND PROVIDE AND INSTALL PVC CONDUIT PER TILLAMOOK PEOPLE'S UTILITY DISTRICT'S (TPUD) REQUIREMENTS.
[2] CONTRACTOR TO TRENCH FROM NEW TRANSFORMER TO CT CAN AND PROVIDE AND INSTALL CONDUIT PER TPUD'S REQUIREMENTS. CONTRACTOR TO PROVIDE CONNECTORS ON THE LINE SIDE OF THE CT PER TPUD'S REQUIREMENTS.
[3] ALL EXPOSED CONDUIT SHALL BE PVC-GRC TYPE. PROVIDE SEALING FITTINGS AS REQUIRED BY CODE.
[4] STUB-UP CONDUIT AND CAP. COORDINATE WITH OWNER ON FINAL LOCATION OF CONDUITS.
3' 'W
3' 'W
.7 5'
'W
1.2 5''P
S
1.2 5''P
S
1.2 5''P
S
1.2 5''P
S
1.2 5''P
S
1.2 5''P
S
6''SS
6''SS
4''SS
4''SS
6''SS
1.5''W
1.5''W
1.5''W
.7 5'
'W
PDERETSI
GER LA
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M A Y
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EXPIRES: 12-31-2024
Digitally Signed
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GENERAL SHEET NOTES
SHEET KEY NOTES
SCALE:
OVERALL SITE PLAN1 1" = 50'
RV HOST SITE #2
(E) HORSE CONCESSION BUILDING
RV HOST SITE #1
NEW SITE #1
NEW SITE #2
(E) TPUD TRANSFORMER #054580
P101 1
E7.7
E7.8
1. REFERENCE CIVIL DETAIL 2 ON
SHEET C8.0 FOR INSTALLATION OF
CONDUIT IN COMMON TRENCH WITH
WATER.
2. REFERENCE CIVIL SHEETS FOR
INSTALLATION LOCATION OF KIOSK.
1. DIRECTIONAL BORE CONDUIT PER
CIVIL. CONTRACTOR SHALL INSTALL
CONDUIT PER UTILITY
REQUIREMENTS.
.75''W
.7 5'
'W
.7 5'
'W
1.2 5''P
S
6''SS
4''SS
4''SS
4''SS
4''SS
4''SS
4''SS
6''SS 6''SS 6''SS
1.5''W
.75''W
.7 5'
'W .7
5' 'W
.7 5'
'W .7
5' 'W
.75''W
4' 'S
S 4'
'S S
PDERETSI
GER LA
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86683
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EXPIRES: 12-31-2024
Digitally Signed
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GENERAL SHEET NOTES
SHEET KEY NOTES
SCALE:
ENLARGED SITE PLAN1 1" = 20'
1. RV HOST SITE WITH NEW PARKMATE
MATE. SEE CIVIL DRAWINGS FOR
FURTHER DETAILS.
2. NOT USED.
3. NEW LIFT STATION AND CONTROL
PANEL. CONTRACTOR SHALL INSTALL
MANUFACTURER SUPPLIED TRAY
CABLE BETWEEN PUMP CONTROLLER
AND PUMP STATION ASSEMBLY IN
1.25 INCH CONDUIT. SEE
MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR MORE DETAILS.
4. DIRECTIONAL BORE CONDUIT PER
CIVIL. CONTRACTOR SHALL INSTALL
CONDUIT PER UTILITY
REQUIREMENTS.
5. STUB-UP AND CAP AS REQUIRED FOR
SPARE CONDUITS. COORDINATE
WITH OWNER ON FINAL LOCATION
FOR FUTURE EV CHARGING
STATIONS.
P101
P102
P106
P105 P108
P109
P107
P105
P108
P109
RV HOST SITE #2 1
RV HOST SITE #1 1
NEW SITE #21
NEW SITE #11 P106 P107
P111
(E) HORSE CONCESSION BUILDING
P113
P110
SOUTH DAY USE ELECTRICAL KIOSK
NEW UTILITY TRANSFORMER
1. REFERENCE CIVIL DETAIL 2 ON
SHEET C8.0 FOR INSTALLATION OF
CONDUIT IN COMMON TRENCH WITH
WATER.
2. REFERENCE CIVIL SHEETS FOR
INSTALLATION LOCATION OF KIOSK.
1.2 5''P
S
4''SS
4''SS
4''SS
4''SS
6''SS 6''SS 6''SS 6''SS 6''SS
.7 5'
'W
.75''W
.75''W.75''W.75''W
PARKING LOT
PDERETSI
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EXPIRES: 12-31-2024
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SCALE:
ELECTRICAL KIOSK PLAN1 1" = 5'
1. CONTRACTOR SHALL PROVIDE
UTILITY VAULT PER SECTION 16135.
2. NEW UTILITY PEDESTAL SUPPLIED BY
THE UTILITY, INSTALLED BY
CONTRACTOR.
3. CONTRACTOR SHALL PROVIDE TWO
6" GALVANIZED RIGID STEEL PIPE
WITH POURED CONCRETE, 4 FT IN
GROUND, PER UTILITIES
REQUIREMENTS.
P101
P102
P105 P108
P109
P106P107
P111
NEW UTILITY TRANSFORMER
UTILITY METER NEW LIFT STATION CONTROL PANEL
NEW LIFT STATION
P113
E7.2
P110
SOUTH DAY USE ELECTRICAL KIOSK
GENERAL SHEET NOTES
SHEET KEY NOTES
1. REFERENCE CIVIL DETAIL 2 ON
SHEET C8.0 FOR INSTALLATION OF
CONDUIT IN COMMON TRENCH WITH
WATER.
2. REFERENCE CIVIL SHEETS FOR
INSTALLATION LOCATION OF KIOSK.
WP
PDERETSI
GER LA
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86683
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8 , 2
M A Y
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EXPIRES: 12-31-2024
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GENERAL SHEET NOTES
SHEET KEY NOTES
1. SURFACE ROUTED CONDUIT SHALL
BE PVC, SCHEDULE 80.
UNIT HEATER, CKT. # 3,5
1:6 1:2
1:1
1:1
1:1
1:1
PANEL 1
SCALE:
HORSE CONCESSION BUILDING1 1" = 1'-0"
1:4
1. PROVIDE STAINLESS STEEL SURFACE
MOUNTED UNIT HEATER. SHALL BE
1,500-WATT WITH INTEGRAL
THERMOSTAT RATED FOR 240V, 1Ø.
PROVIDE KING PAW2422-SS, OR
APPROVED EQUAL.
2. PROVIDE FIXTURE WITH SINGLE POLE
LIGHT SWITCH. PROVIDE LITHONIA
LED LUMINAIRE VAP-4000LN-FST-WD
-120-GZ10-40K-80CRI, OR APPROVED
EQUAL.
3. PROVIDE FIXTURE WITH SINGLE POLE
LIGHT SWITCH. PROVIDE LUMINAIRE
LED LUMINAIRE
LVP58-15W-40K-MVOLT-OP-BLK-WL,
OR APPROVED EQUAL.
4. PROVIDE NEMA 3R, PAINTED STEEL
SURFACE MOUNTED PANELBOARD
FOR HORSE CONCESSIONS BUILDING.
REFERENCE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
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EXPIRES: 12-31-2024
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STRUCTURAL NOTES
OPRD - NEHALEM BAY STATE PARK RESTROOMS AND SHOWERS - VLMK JOB #20240023
DIVISION 1 - GENERAL
A. GENERAL
1. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF:
A. OREGON PARKS AND RECREATION DEPARTMENT, NEHALEM BAY STATE PARK.
B. 34600 GAREY ST, NEHALEM, OR 97131.
C. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR
FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS.
2. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER
THE GENERAL NOTES TO THE EXTENT SHOWN.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD.
COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY ENGINEER OF ANY
DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED.
4. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL
TEMPORARY BRACING, SHORING, ANCHORS, ETC., INCLUDING, BUT NOT LIMITED TO, WALL AND ROOF BRACING, LIFTING AND HANDLING INSERTS AND DEVICES, TRENCH SHORING, FORMS, ETC.
5. CONTRACTOR SHALL CONSIDER CONSTRUCTION LOADS WHENEVER SUCH LOADS ARE IN EXCESS OF NORMAL DESIGN LOADS. PARTICULAR ATTENTION SHOULD BE GIVEN TO CRANES, FORKLIFTS, WORKMAN, WHEEL LOADS, STORAGE OF MATERIALS, ETC. CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ALL SHORING, BRACING, CRIBBING, ETC. REQUIRED TO SUPPORT
CONSTRUCTION LOADS.
6. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY ENGINEER.
7. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI, ASCE OR OTHER STANDARDS, THE LATEST
ISSUE SHALL APPLY.
8. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH:
A. 2022 OREGON STRUCTURAL SPECIALTY CODE. (BASED ON THE 2021 INTERNATIONAL BUILDING
CODE)
B. ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY.
9. DESIGN CRITERIA:
a. ROOF LIVE LOADS (PER IBC 1603.1.2)
MINIMUM 20 PSF
b. ROOF SNOW LOAD (PER IBC 1603.1.3)
FLAT-ROOF SNOW LOAD (Pf) 25 PSF SNOW DRIFT SURCHARGE AND WIDTH (Pd, W) SEE DWGS SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.2
c. LIVE LOAD (PER IBC 1607.1)
UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF
d. WIND LOAD (PER IBC 1603.1.4) ULTIMATE DESIGN WIND SPEED (Vult) 95 MPH NOMINAL DESIGN WIND SPEED (Vasd) 74 MPH
RISK CATEGORY II
WIND EXPOSURE C
INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18
e. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5) SEISMIC IMPORTANCE FACTOR (Ie) 1.0
RISK CATEGORY II
MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 1.28 S1 = 0.67
SITE CLASS D
DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds = 0.85 Sd1 = 0.76
SEISMIC DESIGN CATEGORY D
BASIC SEISMIC-FORCE-RESISTING SYSTEM SPECIAL REINFORCED MASONRY
SHEAR WALLS
ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE
10. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN
DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50
POUNDS SHALL BE HUNG BY A SYSTEM APPROVED BY ENGINEER. ANY HANGER OR SUPPORT
PRODUCING A LOAD OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED TO
TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE
APPROVED.
11. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT,
SPRINKLER PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE
CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7. STRUCTURAL CALCULATIONS AND
DETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO ENGINEER FOR REVIEW.
12. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT.
ENGINEER WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM
OF THREE HARD COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR
DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED
AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS. ALL SUBMITTALS SHALL BE
REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER.
UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING:
a. CONCRETE MIX DESIGNS.
b. ALL REINFORCING STEEL.
c. STRUCTURAL MASONRY MATERIALS.
DIVISION 2 - SITE WORK
A. GENERAL
1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR UNDER
PAVED AREAS.
2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL
APPROVED BY THE GEOTECHNICAL ENGINEER. PLACE FILL IN LIFTS NOT TO EXCEED 8 INCHES
AND COMPACT TO 95% STANDARD ASTM D-698 UNDER FOOTINGS, UNDER PAVED AREAS AND
UNDER FLOOR SLABS.
3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 8 INCH LAYER OF COMPACTED CRUSHED ROCK
WITH LESS THAN 5% PASSING THE #200 SIEVE. SEE GEOTECHNICAL REPORT FOR ADDITIONAL
INFORMATION.
4. COMPACT NATIVE SAND AT SUBGRADE TO AT LEAST 95% OF STANDARD ASTM-698.
5. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION:
A. PREPARED BY: GRI DATED MARCH 16TH, 2023
B. DESIGN SOIL PRESSURE: 2000 (DL + LL)
6. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON COMPACTED NATIVE
SAND SUBGRADE OR APPROVED COMPACTED FILL. SUBGRADE CONDITIONS AND ACTUAL
REQUIREMENT SHOULD BE CONFIRMED AT THE TIME OF CONSTRUCTION BY THE GEOTECHNICAL
ENGINEER. NOTIFY ENGINEER BEFORE PROCEEDING IF ANY UNUSUAL CONDITIONS ARE
ENCOUNTERED IN THE FOOTING EXCAVATIONS.
7. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS.
8. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL.
9. EXCAVATIONS MAY BE MADE UNDER CONTINUOUS FOOTINGS FOR PIPES. BACKFILL TO BE
APPROVED BY GEOTECHNICAL ENGINEER.
B. REINFORCING
1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.
2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - ACI STANDARD 315.
DIVISION 4 - MASONRY
A. CONCRETE MASONRY
1. DESIGN f'm = 2000 PSI AT 28 DAYS.
2. ALL CONCRETE MASONRY UNITS TO BE MEDIUM WEIGHT UNITS PER ASTM C90.
3. NET AREA COMPRESSIVE STRENGTH (NACS) OF THE CONCRETE MASONRY UNITS SHALL
COMPLY WITH TMS 602. SEE UNIT STRENGTH METHOD TABLE BELOW.
4. MORTAR TO BE TYPE S (1800 PSI) USING THE 'PROPERTY METHOD' PER ASTM C270.
5. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN f'm BUT NOT LESS
THAN 2000 PSI. SEE UNIT STRENGTH METHOD TABLE BELOW.
6. ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE, INTRUSION AID BY SPECRETE-IP
OR APPROVED EQUAL. DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION.
7. COMPLIANCE WITH f'm SHALL UTILIZE EITHER THE "UNIT STRENGTH METHOD" OR THE "PRISM
TESTING METHOD" FROM TMS 602.
8. FOR THE UNIT STRENGTH METHOD:
DESIGN f'm NACS GROUT STRENGTH
2000 PSI 2000 PSI 2500 PSI
9. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE INTERNATIONAL
BUILDING CODE.
10. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS
FOLLOWS (UNLESS OTHERWISE NOTED IN DRAWINGS):
a. VERTICAL: SEE FOUNDATION NOTES ON SHEET S1.0.
b. HORIZONTAL: SEE FOUNDATION NOTES ON SHEET S1.0.
c. LINTELS: (EXTEND LINTEL BARS PAST OPENING 32 INCHES MINIMUM)
LESS THAN 4 FEET WIDE: (2) #4 IN BOTTOM OF 8 INCH DEEP LINTEL.
d. CORNERS AND INTERSECTIONS: (1) #4 CORNER BAR x 24 INCHES x 24 INCHES AT EACH
BOND BEAM FOR 8 INCH WALLS.
e. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. WHERE
NOT MORE THAN (1) BAR IS REQUIRED IN EACH CELL, A 52 BAR DIAMETER LAP MAY BE USED.
f. HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS.
11. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT
CONTAINS REINFORCING.
12. SEE DRAWINGS FOR ADDITIONAL REINFORCING.
13. FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0", PROVIDE BAR POSITIONERS FOR ALL VERTICAL
WALL REINFORCING.
14. SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR
ADDITIONAL INFORMATION.
DIVISION 3 - CONCRETE AND REINFORCING
A. CONCRETE MIX/MATERIAL
1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED
CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD
DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL
CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE.
2. MINIMUM MIX REQUIREMENTS:
LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES
STRENGTH (a) CONTENT
FOOTINGS AND STEMWALLS 3,000 PSI 0"-5" 470 LB NONE
INTERIOR SLAB ON GRADE 3,000 PSI 2"-4" 517 LB (b), (e) EXTERIOR SLAB ON GRADE 3,000 PSI 2"-4" 470 LB (b), (c) MISCELLANEOUS 3,000 PSI 0"-5" 470 LB (b)
(a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT
EXCEPT BY WRITTEN APPROVAL FROM ENGINEER.
(b) - WRA = WATER REDUCING AGENT.
(c) - AE = AIR ENTRAINMENT.
(d) - UP TO 1 1/2 PERCENT CALCIUM CHLORIDE ALLOWED DURING COLD WEATHER.
(e) - POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT.
3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED.
4. AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED.
5. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED 900 OR DARACEM 55 (MINIMUM 6 OZ. PER
100 POUNDS CEMENT). COMPLY WITH ASTM C-494.
6. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE
SPECIFIED AND/OR APPROVED BY ENGINEER.
7. ACCELERATORS: POZZUTEC 20+ NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN
THE COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.), CALCIUM CHLORIDE IN THE
INTERIOR SLABS ON GRADE. QUANTITY (DOSAGE) TO BE DETERMINED BY CONTRACTOR AND
APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS.
8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS.
9. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0" ON CENTER EACH WAY
MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS.
10. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL
CONCRETE UNLESS EFFECTIVELY COATED.
DIVISION 5 - METAL
A. GENERAL
1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE
WITH THE LATEST EDITION OF AISC STANDARDS.
B. MATERIALS
1. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. WHERE NOTED TO USE STAINLESS
STEEL USE TYPE 304 OR TYPE 316. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT
HEADS AND NUTS IN CONTACT WITH WOOD.
2. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME B.18.2.1.
C. POST-INSTALLED ANCHOR BOLTS:
1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST-INSTALLED
ANCHORS MAY USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE
MATERIAL. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE
ENGINEER.
2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS AND PRODUCT EVALUATION
REPORTS.
3. EMBEDMENT SPECIFIED ON DRAWINGS FOR ADHESIVE ANCHORS ARE ‘EFFECTIVE’ EMBEDMENT.
‘NOMINAL’ EMBEDMENT IS SPECIFIED FOR EXPANSION AND SCREW ANCHORS, UNLESS
OTHERWISE NOTED. REFERENCE MANUFACTURER LITERATURE FOR MEASURING TOTAL
EMBEDMENT AND HOLE DEPTH REQUIREMENTS.
4. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY
PRODUCT. CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS.
5. ALL EXPANSION AND SCREW ANCHORS SPECIFIED AT EXTERIOR LOCATIONS OR EXPOSED TO
THE ELEMENTS SHALL BE THE STAINLESS STEEL VERSION PER EACH APPROVED
MANUFACTURER. EPOXY ANCHORS SPECIFIED AT EXTERIOR LOCATIONS OR EXPOSED TO THE
ELEMENTS SHALL USE STAINLESS STEEL OR HOT DIPPED GALVANIZED THREADED ROD.
6. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED
OTHERWISE IN DRAWINGS. SEE SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM AND
NOTES.
7. NO STEEL REINFORCEMENT SHALL BE CUT TO INSTALL ANCHORS WITHOUT THE PRIOR WRITTEN
APPROVAL OF THE ENGINEER.
8. ADHESIVE ANCHORS:
BASE MATERIAL PRODUCT REPORT#
CONCRETE SIMPSON SET-3G EPOXY ADHESIVE ANCHOR ICC ESR-4057
CONCRETE SIMPSON AT-3G ADHESIVE ANCHOR ICC ESR-5026
CONCRETE HILTI HIT-HY 200 V3 ADHESIVE ANCHOR ICC ESR-4868
MASONRY SIMPSON SET-3G EPOXY ADHESIVE ANCHOR ICC ESR-4844
MASONRY SIMPSON ET-3G ADHESIVE ANCHOR ICC ESR-5309
MASONRY HILTI HIT-HY 270 ADHESIVE ANCHOR ICC ESR-4143
9. EXPANSION ANCHORS:
BASE MATERIAL PRODUCT REPORT#
CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR-3037
CONCRETE HILTI KWIK BOLT TZ2 ANCHOR ICC ESR-4266
MASONRY SIMPSON STRONG-BOLT 2 WEDGE ANCHOR IAPMO ES-240
MASONRY HILTI KWIK BOLT TZ2 ANCHOR ICC ESR-4561
10. SCREW ANCHORS:
BASE MATERIAL PRODUCT REPORT#
CONCRETE SIMPSON TITEN HD SCREW ANCHOR ICC ESR-2713
CONCRETE HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3027
MASONRY SIMPSON TITEN HD SCREW ANCHOR ICC ESR-1056
MASONRY HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3056
2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL-MOUNTED ITEMS
INCLUDING CABINETS, DOORSTOPS, ETC.
3. CONNECTORS:
a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC., TO BE SIMPSON AS DETAILED, OR AS APPROVED.
b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN.
c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH 'U' TYPE
HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS.
d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE
NOTED. ALL NAILING SHALL COMPLY WITH IBC FASTENING SCHEDULE PER CHAPTER 23.
OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS.
e. NAILS AT ROOF, FLOOR, AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR
CROWN IS FLUSH WITH THE SURFACE OF…
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