Attachment B Drawings Sheets E1.0 to E8.3.pdf

PDF 16 MB Posted

Attached to
ITB 11551 Nehalem Bay State Park Utility and Road Improvements
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".

/1

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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#

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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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\9 9S vc s\

C A

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\D W

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\E

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T

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

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4' 'W

4' 'W

4' 'W

4' 'W

4' 'W

4' 'W

4' 'W

1.5''W

1.5''W

1.

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1.

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1.

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1.5''W 1.5''W

1.5''W

1.5''W

1.5' 'W

1.5' 'W

1.5 ''W

1.

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1.

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1.

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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.

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1.

5' 'W

4''W

4''W

4''W

4''W

4''W 4''W4''W4''W

1.5 ''W

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1.

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1.

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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.

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1.

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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.

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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.

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1.

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.7 5' 'W

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P .d w g

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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

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MPP-H1

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MULTICORELINK:E1.3 - E1.4 ELECTRICAL DETAILS-E1.2

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M M

MPP-D1 MPP-D2

M

MPP-D3

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M

MPP-E1

M

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M

MPP-F1

M

MPP-F2

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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.

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EXPIRES: 12-31-2024

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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

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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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EXPIRES: 12-31-2024

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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

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EXPIRES: 12-31-2024

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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

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86683

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EXPIRES: 12-31-2024

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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

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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.

GER LA

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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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