1 IOWA DEPARTMENT OF TRANSPORTATIONBUILDING ELECTRICAL UPGRADE BG -2J11(010) -- 80 -37 4185770 BG-2J11(010)--80-37 JEFFERSON MAINTENANCE GARAGE AND BRINE BUILDING ELECTRICAL UPGRADE

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SHEET INDEX CERTIFICATIONS

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Autodesk Revit 2017

IaDOT PROJECT NUMBER:

JEFFERSON MAINTENACE GARAGE AND BRINE BUILDING ELECTRICAL UPGRADE

BG-2J11(010)--80-37

4185770

BG

-2J11(0

10)-

-80-3

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IOWA DEPARTMENT OF TRANSPORTATION610 N PINET ST | JEFFERSON, IOWA 50129

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G000 COVER SHEET

E000 ELECTRICAL GENERAL INFORMATION

ED01 ELECTRICAL DEMOLITION PLANS

ES01 OVERALL SITE PLAN

E101 ELECTRICAL LIGHTING PLANS

E201 ELECTRICAL POWER PLANS

E400 ENLARGED SCHEMATICS & DETAILS

E500 ELECTRICAL DETAILS

E600 ELECTRICAL SCHEDULES

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:

Printed or typed name

Signature Date

License Number

My license renewal date is

Norman E. Sutton

G SERIES AND E SERIES SHEETS

16719

12/31/2020

ELECTRICAL ENGINEER

PROJECT LOCATION

NORTH

ELECTRICAL SYMBOL LEGEND

HT AFF SYMBOL DESCRIPTION

SURFACE LIGHT (TYPE DENOTED)X

X RECESSED LIGHT (TYPE DENOTED)

X WALL MOUNTED LIGHT (TYPE DENOTED)PER SCHED

X WALL MOUNTED FLOOD LIGHT (TYPE DENOTED)PER SCHED

X POLE MOUNTED LIGHT (TYPE DENOTED)PER SCHED

SURFACE LIGHT (TYPE DENOTED)

SUSPENDED OR PENDANT LIGHT (TYPE DENOTED)

RECESSED LIGHT (TYPE DENOTED)

FOURESCENT STRIP LIGHT (TYPE DENOTED)

TRACK AND TRACK LIGHT (TYPE DENOTED)AS NOTED

EMERGENCY BATTERY LIGHT (TYPE DENOTED)96" EM

E E EXIT SIGN (TYPE DENOTED)

LIGHT FIXTURE ON EMERGENCY CIRCUITAS NOTED

SINGLE POLE SWITCH 48"

3-WAY SWITCH48"3

4-WAY SWITCH48"4

KEYED SWITCH48"K

DIMMER SWITCH48"D

OCCUPANCY SENSOR SWITCH48"OS

MOMENTARY CONTACT SWITCH48" MC

TIMER SWITCH48" T

FAN SPEED CONTROL48"SP

MOTOR HORSEPOWER RATED SWITCH48"M

PUSH BUTTON48"

DURESS PUSH BUTTON, UNDER COUNTER48" UC

DUPLEX RECEPTACLE18" UNO

FOURPLEX RECEPTACLE18" UNO

FLOOR BOX (TYPE DENOTED)

CEILING MOUNTED DUPLEX RECEPTACLE

CLG


18" SURFACE RACEWAY (TYPE DENOTED)A

84" CLOCK (TYPE DENOTED)A

POWER POLE (OPEN OFFICE STYLE)P

ELECTRICAL CONNECTION (SEE SCHEDULE)E

JUNCTION BOXJAS NOTED J

CIRCUIT BREAKER PANEL72"**

POWER OR DISTRIBUTION PANEL72"**

SPECIAL CABINET (TYPE DENOTED)72"**

TRANSFORMER (TYPE DENOTED)T

GENERATOR (KVA DENOTED)25 KVA

MOTOR (SEE SCHEDULE)1 SF-1

MOTORIZED DAMPERM

SAFETY DISCONNECTION SWITCH72"**

ADJUSTABLE SPEED DRIVE

RELAYR72"**

OCCUPANCY SENSOR (TYPE DENOTED)OS IR

LIGHT LEVEL SENSOR (TYPE DENOTED) LS A

PHOTOCELLPCAS NOTED

CCTV CAMERA (TYPE DENOTED)1

AS NOTED

SURVEILLANCE MONITORSM


CONDUIT CONCEALED IN WALL OR OVERHEAD


80"** FIRE ALARM HORN

CONDUIT CONCEALED BELOW FLOOR

CONDUIT TRANSITION UP

CONDUIT TRANSITION DOWN

CONDUIT STUBBED OUT

BRANCH CIRCUIT HOME RUN

CABLE TRAY (TYPE DENOTED)

CONDUIT SLEEVE (SIZE DENOTED)

WALL TELEPHONE OUTLET (TYPE DENOTED)48"*** W

TELEPHONE OUTLET (TYPE DENOTED)18" UNO

DATA OUTLET (INDICATED QTY CABLES) 18" UNO X

VOICE/DATA OUTLET (TYPE DENOTED)18" UNO

WIRELESS ACCESS POINT

TELEVISION OUTLETTV18" UNO

CEILING MOUNTED TELEVISION OUTLET

SPEAKER (WALL OR CEILING MOUNT)SS

HORN TYPE SPEAKERS S

84"

84"

SURFACE MOUNT SPEAKER SUSPENDED FROM CEILING

S

VOLUME CONTROLV48"

INTERCOM STATIONIC48"

INTERCOM MASTERICM

KEYED NOTE (SEE SCHEDULE)E#

SPRINKLER FLOW SWITCHFS

SPRINKLER VALVE TAMPER SWITCHTS

F

80"** FIRE ALARM HORN WITH STROBE (CANDELAS)F 110cd

80"** FIRE ALARM BELLF

80"** FIRE ALARM BELL WITH STROBE (CANDELAS)F 110cd

80"** FIRE ALARM CHIMEF

80"** FIRE ALARM CHIME WITH STROBE (CANDELAS)F 110cd

80"** FIRE ALARM STROBE (CANDELAS)F

80"** FIRE ALARM SPEAKER WITH STROBE (CANDELAS)F S 110cd

72"** FIRE ALARM REMOTE ANNUNCIATORFA ANNUN

72"** FIRE ALARM CONTROL PANELFACP

72"** FIRE ALARM RELAY PANELFARP

8"**** SMOKE DETECTOR (TYPE DENOTED)P P

HEAT DETECTOR (TYPE AND TEMP DENOTED)R/F135 R/F135

LINEAR HEAT DETECTOR

DUCT SMOKE DETECTOR (TYPE DENOTED)P

REMOTE TEST/STATUS STATION48"

PULLSTATIONFP

48"***

DOOR HOLDERDH

DOOR CLOSER/HOLD OPENCH

FIRE ALARM SHUT DOWN RELAYFR

ALL DISTANCES ARE TO CENTER OF DEVICE OR EQUIPMENT UNLESS OTHERWISE NOTED. DEVICES INDICATED AT 48" MAY NOT BE INSTALLED WITH ANY OPERABLE PART HIGHER THAN 48". DEVICES MAY BE INSTALLED IN CONCRETE MASONRY UNITS WITH THE TOP OF THE DEVICE AT 48".

* DISTANCE ABOVE TOP OF DOOR FRAME. ** DISTANCE TO TOP OF EQUIPMENT OR DEVICE *** DISTANCE TO HIGHEST OPERABLE PART OF EQUIPMENT **** DISTANCE BELOW CEILING ***** DISTANCE TO BOTTOM OF DEVICE

FB 1

ASD

SMOKE DAMPER RELEASEDR

TV

1. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE - LATEST EDITION ADOPTED BY THE STATE, THE STATE AMENDMENTS, LOCAL/MUNICIPAL CODES AND ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADAAG (AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES).

2. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY WITH THE APPLICABLE CODES. WHERE DISCREPANCIES OCCUR, NOTIFY THE ENGINEER/ARCHITECT IN WRITING FOR INTERPRETATION. CORRECT ANY INSTALLATION THAT FAILS TO COMPLY WITH THE CODES AND STANDARDS AT NO ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL PROVIDE ALL WORK NECESSARY INCLUDING ALL LABOR, MATERIALS, PERMITS, TAXES, FEES, INSPECTIONS, HARDWARE, AND COST FOR INSTALLATION FOR A COMPLETE AND OPERATIONAL SYSTEM.

4. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE NEW, COMPLETE WITH MANUFACTURER’S GUARANTEE OR WARRANTY AND SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL).

5. COORDINATE ELECTRICAL INSTALLATION WITH ALL TRADES PRIOR TO INSTALLATION. IF ELECTRICAL WORK INSTALLED INTERFERES WITH OTHER TRADES AFTER INSTALLATION, THE CONTRACTOR SHALL MAKE ALL NECESSARY CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE OWNER.

6. DEVICES, OUTLETS, AND JUNCTION BOXES SHOWN ON DRAWINGS ARE DIAGRAMMATIC. COORDINATE EXACT PLACEMENT OF ALL DEVICES WITH OWNER AND OTHER TRADES PRIOR TO INSTALLATION. VERIFY DOOR SWING PRIOR TO INSTALLATION OF ALL SWITCH BOXES. ADJUSTMENT OF LOCATION PRIOR TO INSTALLATION, SHALL BE DONE WITH NO ADDITIONAL COST TO THE OWNER.

7. DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION THIS CONTRACTOR SHALL ADJUST CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.

8. ALL ELECTRICAL PANELS WITH ANY BRANCH CIRCUIT/LOAD REVISIONS (DEMOLITION OR NEW WORK) SHALL HAVE A NEW TYPED UPDATED CIRCUIT DIRECTORY CARD INSTALLED INSIDE THE DOOR OF THE ELECTRICAL PANEL. THE CONTRACTOR SHALL VERIFY THAT ALL UNUSED CIRCUIT BREAKERS ARE TURNED ‘OFF’ AND PROPERLY INDICATED AS ‘SPARE’ ON THE NEW CIRCUIT DIRECTORY CARD. THE CONTRACTOR SHALL INSTALL FILLER PLATES WHERE BREAKERS ARE REMOVED AS PART OF THIS PROJECT OR HAVE BEEN REMOVED PREVIOUSLY.

9. NO ENERGIZED CONDUCTORS SHALL BE EXPOSED AT ANYTIME EXCEPT WHEN THE IMMEDIATE AREA IS UNDER THE SUPERVISION OF A QUALIFIED ELECTRICIAN.

10. WHERE CONDUIT IS SURFACE MOUNTED TO A WALL AND RUN VERTICALLY DOWN TO A SWITCH/OUTLET BOX, UTILIZE 1-HOLE OR 2- HOLE CONDUIT STRAPS.

11. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF BUILDING EXPANSION JOINTS. ALL CONDUITS CROSSING EXPANSION JOINTS SHALL BE INSTALLED WITH EXPANSION FITTINGS, UNLESS THE CONDUIT IS BELOW SLAB IN THE COMPACTED GRANULAR FILL. EXPANSION FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, AND MANUFACTURE'S WRITTEN RECOMMENDATIONS.

12. HVAC CONTROL WIRING FURNISHED AND INSTALLED BY DIVISION 23. HVAC POWER AND CONTROL WIRING, CONDUIT AND RACEWAY SHALL BE INSTALLED PER DIVISION 26 SPECIFICATIONS.

13. REFER TO APPROVED MECHANICAL EQUIPMENT SUBMITTAL DRAWINGS FOR EQUIPMENT RATINGS AND SIZES. COST OF CHANGES TO ELECTRICAL INSTALLATION RESULTING FROM SUBMISSION OF ALTERNATE EQUIPMENT FROM THAT SCHEDULED ON THE MECHANICAL DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/VENDOR PROVIDING SUCH EQUIPMENT.

14. TO REDUCE NOISE BETWEEN WALLS, CONTRACTOR SHALL AVOID INSTALLING POWER OR DATA OUTLETS LOCATED BACK TO BACK. WHERE OUTLETS ARE REQUIRED TO BE LOCATED BACK TO BACK, CONTRACTOR SHALL PROVIDE SOUND PROOFING MATERIAL BETWEEN DEVICE BOXES.

15. PENETRATIONS THROUGH FIRE RATED WALLS BY DIVISION 26 CONTRACTOR SHALL BE SEALED WITH APPROPRIATE FIRE PROOFING MATERIAL TO RESTORE FIRE RATING. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATED WALLS.

16. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN OF ALL DEBRIS ON A DAILY BASIS. ALL NEW MATERIALS AWAITING INSTALLATION SHALL BE KEPT IN AREAS DESIGNATED BY THE OWNER.

17. THESE DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS. REFER TO DIMENSIONED ARCHITECTURAL FLOOR PLANS. IF THE DIMENSIONS CANNOT BE DETERMINED BY THE INFORMATION GIVEN, CONTRACTOR SHALL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION.

18. PERIODIC SITE OBSERVATION BY THE ENGINEER IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.

19. THE INFORMATION CONTAINED ON THE ELECTRICAL DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL OTHER DISCIPLINE DRAWINGS, THE SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES, ETC., AND SHALL BE CONSIDERED THE CONTRACT DOCUMENTS AND WITH ALL THEREIN BY REFERENCE, WHICH THE CONTRACTOR CERTIFIES KNOWLEDGE OF BY SIGNING THE CONTRACT.

20. CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE JOB SITE AND BETWEEN INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES (INCLUDING EXCAVATION, SHORING, SCAFFOLDING, BRACING, ERECTION, FORM WORK, ETC.), FOR COORDINATION OF THE VARIOUS TRADES, AND FOR SAFE CONDITIONS ON THE JOB SITE. VARIATIONS IN FIELD CONDITIONS RELATIVE TO THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER AS SOON AS THEY ARE FOUND. WORK SHALL NOT PROGRESS UNTIL WRITTEN PERMISSION FROM THE ENGINEER IS OBTAINED.

ELECTRICAL GENERAL NOTES

1P 1 POLE (2P, 3P, 4P, ETC.)

A AMPEREAC ABOVE COUNTERACLG ABOVE CEILINGADO AUTOMATIC DOOR OPENERAF AMP FRAMEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFI ARC FAULT CIRCUIT

INTERRUPTERAHU AIR HANDLING UNITAL ALUMINUMALT ALTERNATEAMP AMPEREAMPL AMPLIFIERANNUN ANNUNCIATORAPPROX APPROXIMATELYAQ-STAT AQUASTATARCH ARCHITECT, ARCHITECTURALAS AMP SWITCHAT AMP TRIPATS AUTOMATIC TRANSFER SWITCHAUTO AUTOMATICAUX AUXILIARYAV AUDIO VISUALAWG AMERICAN WIRE GAUGE

BATT BATTERYBD BOARD BLDG BUILDINGBMS BUILDING MANAGEMENT

SYSTEM

C CONDUITCAB CABINETCAT CATALOGCATV CABLE TELEVISIONCB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISIONCKT CIRCUITCLG CEILINGCOMB COMBINATIONCMPR COMPRESSORCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUATION OR CONTINUOUSCONTR CONTRACTORCONV CONVECTORCP CIRCULATING PUMPCRT CATHODE-RAY TUBECT CURRENT TRANSFORMERCTR CENTERCU COPPER

DCP DOMESTIC WATERCIRCULATING PUMP

DEPT DEPARTMENTDET DETAILDIA DIAMETERDISC DISCONNECTDIST DISTRIBUTIONDN DOWNDPR DAMPERDS SAFETY DISCONNECT SWITCHDT DOUBLE THROWDWG DRAWING

EC ELECTRICAL CONTRACTORELEC ELECTRIC, ELECTRICALELEV ELEVATOREM EMERGENCYEMS ENERGY MANAGEMENT SYSTEMEMT ELECTRICAL METALLIC TUBINGEP ELECTRIC PNEUMATICEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXIST EXISTINGEXH EXHAUSTEXP EXPLOSION PROOF

FA FIRE ALARMFABP FIRE ALARM BOOSTER POWER

SUPPLY PANELFACP FIRE ALARM CONTROL PANELFCU FAN COIL UNITFIXT FIXTUREFLR FLOORFLUOR FLUORESCENTFU FUSEFUDS FUSED SAFETY DISCONNECT

SWITCH

GA GAUGEGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGEN GENERATORGFI GROUND FAULT CIRCUIT

INTERRUPTERGFP GROUND FAULT PROTECTORGND GROUNDGRS GALVANIZED RIGID STEEL

(CONDUIT)GYP BD GYPSUM BOARD

HOA HANDS-OFF-AUTOMATIC SWITCH

HORIZ HORIZONTALHP HORSEPOWERHPF HIGH POWER FACTOR

HT HEIGHTHTG HEATINGHTR HEATERHV HIGH VOLTAGEHVAC HEATING, VENTILATING AND

AIR CONDITIONINGHWP HYDRONIC WATER PUMP

IC INTERRUPTING CAPACITYIG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITINCAND INCANDESCENTIR INFRAREDI/W INTERLOCK WITH

J-BOX JUNCTION BOX

KV KILOVOLTKVA KILOVOLT-AMPEREKVAR KILOVOLT-AMPERE REACTIVEKW KILOWATTKWH KILOWATT HOUR

LOC LOCATE OR LOCATIONLT LIGHTLTG LIGHTINGLTNG LIGHTNINGLV LOW VOLTAGE

MAX MAXIMUMMAG.S MAGNETIC STARTERM/C MOMENTARY CONTACTMC MECHANICAL CONTRACTORMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMDC MAIN DISTRIBUTION CENTERMDP MAIN DISTRIBUTION PANELMFR MANUFACTURERMFS MAIN FUSED DISCONNECT

SWITCHMH MANHOLEMIC MICROPHONEMIN MINIMUMMISC MISCELLANEOUSMLO MAIN LUGS ONLYMMS MANUAL MOTOR STARTERMOA MULTIOUTLET ASSEMBLYMSP MOTOR STARTER PANELBOARDMSBD MAIN SWITCHBOARDMT MOUNTMT.C EMPTY CONDUITMTS MANUAL TRANSFER SWITCHMTR MOTOR, MOTORIZED

N.C. NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT SWITCH

NIC NOT IN CONTRACTNL NIGHT LIGHTN.O. NORMALLY OPENNPF NORMAL POWER FACTORNTS NOT TO SCALE

OH OVERHEADOL OVERLOADS

PA PUBLIC ADDRESSPB PULL BOX OR PUSHBUTTONPE PNEUMATIC ELECTRICPED PEDESTAL PF POWER FACTORPH PHASEPIV POST INDICATING VALVEPNL PANELPP POWER POLEPR PAIRPRI PRIMARYPROJ PROJECTIONPRV POWER ROOF VENTILATORPT POTENTIAL TRANSFORMERPVC POLYVINYL CHLORIDE

(CONDUIT)PWR POWER

QUAN QUANTITY

RCPT RECEPTACLEREQD REQUIREDRM ROOMRSC RIGID STEEL CONDUITRTU ROOF TOP UNIT

SC SURFACE CONDUITSEC SECONDARYSHT SHEETSIM SIMILARS/N SOLID NEUTRALSPEC SPECIFICATIONSPKR SPEAKERSP SPARESR SURFACE RACEWAYSS STAINLESS STEELSSW SELECTOR SWITCHS/S STOP/START PUSHBUTTONSSTA STATIONSTD STANDARDSURF SURFACE MOUNTEDSW SWITCH

SWBD SWITCHBOARDSYM SYMMETRICALSYS SYSTEMTEL TELEPHONETEL/DATA TELEPHONE/DATATERM TERMINALTL TWIST LOCKTR TAMPER RESISTANTT-STAT THERMOSTATTTC TELEPHONE TERMINAL

CABINETTV TELEVISIONTVTC TELEVISION TERMINAL

CABINETTYP TYPICAL

UC UNDER COUNTERUE UNDERGROUND ELECTRICALUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUT UNDERGROUND TELEPHONEUTIL UTILITYUV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLTVA VOLT-AMPERESVDT VIDEO DISPLAY TERMINALVERT VERTICALVFD VARIABLE FREQUENCY DRIVEVOL VOLUME

W WATTW/ WITHWG WIRE GUARDWH WATER HEATERW/O WITHOUTWP WEATHERPROOF

XFMR TRANSFORMERXFR TRANSFER

LL

ELECTRICAL ABBREVIATIONS LIST

ANGLE@ AT

DELTA' FEET" INCHES# NUMBERØ PHASEC CENTER LINEP PLATE

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PANEL MDP

ED04

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ED07

ED04

ED09

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ED11

ED10

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PANEL A

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0TRUE NORTH

NORTHPLAN

1/8" = 1'-0"2

SECOND FLOOR DEMOLITION PLAN12'

KEYNOTE LEGEND

KEY NOTE

ED03 EXISTING METERS ON BUILDING EXTERIOR. DEMOLISH METERS,METER SOCKETS, MASTS AND WEATHERHEADS.

ED04 EXISTING MDP AND LOAD CENTERS. DEMOLISH LOAD CENTER.DEMOLISH MDP INTERIOR, RETAIN MDP ENCLOSURE FORRETROFIT INTERIOR AND BREAKERS. REMOVE EXISTINGCONDUCTORS FROM CONDUITS FOR ALL FEEDERS AND BRANCHCIRCUITS, CONDUITS MAY BE RETAINED FOR INSTALLATION OFNEW CONDUCTORS. REFER TO SPECIFICATIONS FORADDITIONAL REQUIREMENTS FOR CONDUIT REUSE.

ED05 EXISTING SERVICE ENTRANCE CONDUIT/CONDUCTORS TO BEDEMOLISHED.

ED07 EXISTING NATURAL GAS GENERATOR LOCATED ON MEZZANINEABOVE TOILET. DEMOLISH GENERATOR, LOAD CONDUCTORSAND CONDUITS, AND CONTROL WIRING.

ED09 EXISTING PANEL A TO REMAIN. RETAIN ALL BRANCH CIRCUITWIRING.

ED10 EXISTING PANEL TO BE DEMOLISHED. REMOVE EXISTINGFEEDER, RETAIN BRANCH CIRCUIT CONDUCTORS FORRECONNECTION TO REPLACEMENT PANEL.

ED11 EXISTING COMPRESSED AIR VALVE ON SOUTH FACE OFCOLUMN. RELOCATE TO EAST FACE OF COLUMN TO MAINTAINREPLACEMENT PANEL WORKING CLEARANCE.

ED14 PROJECT INTENT INCLUDES DEMOLITION OF ALL EXISTINGBRANCH CIRCUIT WIRING, RECEPTACLES, AND SWITCHES.EXISTING CONDUITS MAY BE REUSED FOR INSTALLATION OFNEW BRANCH CIRCUIT CONDUCTORS.

MD02 DEMOLISH NATURAL GAS PIPING FROM GENERATOR BACK TOMAIN AND CAP.

0TRUE NORTH

NORTHPLAN

1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN12'

GRAVEL

CONCRETE

GARAGE

PAVEMENT

BRINE

BUILDING

BRINE

CONTAINMENT

GRAVEL

COMMUNICATIONS

BUILDING

SHED

RADIO TOWER

EXISTING

PROPANE TANK

GRAVEL

CONCRETE

GARAGE

PAVEMENT

BRINE

BUILDING

BRINE

CONTAINMENT

GRAVEL

COMMUNICATIONS

BUILDING

400A NF

DISCONNECT

NEW BRINE PANEL

SHED

RADIO TOWER

EXISTING

PROPANE TANK

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DEMOLITION KEYNOTE LEGEND

ED02

E#

ED03

OVERHEAD SERVICE LATERAL TO BE

DEMOLISHED. TWO 200A 120/240V/1

SERVICES.

EXISTING METERS ON BULDING EXTERIOR.

DEMOLISH METERS, METER SOCKETS,

MASTS AND WEATHERHEADS.

EXISTING UTILITY POLE WITH

TRANSFORMERS, TO BE RECONFIGURED BY

UTILITY COMPANY.

ED01

KEYNOTE LEGEND

M01

E#

M02

PROVIDE CONCRETE FOUNDATION PER

DETAIL FOR INSTALLATION OF GENERATOR,

CT CABINET, TRANSFER SWITCH, AND

DISTRIBUTION PANEL. SEE E500 FOR

DETAILS.

E01

4

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ED12

EXISTING PANEL E INSIDE OF

COMMUNICATION BUILDING TO REMAIN.

RETAIN ALL BRANCH CIRCUIT WIRING.

PROVIDE NEW NATURAL GAS METER AND

PIPING. SEE NATURAL GAS PIPING

SCHEMATIC ON E500 FOR DETAILS.

NEW NATURAL GAS PIPING ROUTED BELOW

GRADE TO NEW GENERATOR.

M03

NEW PROPANE GAS PIPING ROUTED BELOW

GRADE FROM EXISTING TANK TO NEW

GENERATOR. SEE SCHEMATIC.

ED15

EXISTING OVERHEAD SERVICE LATERAL

SERVING RADIO TOWER/SHED TO REMAIN.

ED13

EXISTING BRINE BUILDING PANEL ON

EXTERIOR OF STRUCTURE. DEMOLISH

PANEL AND FEEDER CONDUCTORS AND

CONDUIT. RETAIN BRANCH CIRCUITS FOR

RECONNECTION TO REPLACEMENT PANEL

TO BE LOCATED INSIDE OF STRUCTURE.

PATCH EXTERIOR WALL.

MD01

DEMOLISH ALL PROPANE PIPING INSIDE

GARAGE. DEMOLISH SECOND-STAGE

REGULATOR. CAP PROPANE AND ABANDON

PIPE AT GRADE.

PROVIDE ELECTRICAL FEEDER. SEE E400

FOR MORE DETAILS.

E17

AutoCAD SHX Text

0

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

10

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

ED12

AutoCAD SHX Text

ED01

AutoCAD SHX Text

ED02

AutoCAD SHX Text

ED03

AutoCAD SHX Text

ED13

AutoCAD SHX Text

ED15

AutoCAD SHX Text

ED15

AutoCAD SHX Text

M01

AutoCAD SHX Text

M02

AutoCAD SHX Text

E17

AutoCAD SHX Text

M03

AutoCAD SHX Text

MD01

AutoCAD SHX Text

E17

AutoCAD SHX Text

E01

33

33

E

E

B - 3

B - 2MDP - 13

MDP - 25

MDP - 9

MDP - 11

B - 21

B - 21

B - 21

B - 21

B - 22

MDP - 17

MDP - 18

PANEL MDP

PANEL A

PANEL B

MDP - 9

MDP - 26

B - 21

MDP - 25MDP - 26

E16

E16

E16

MDP - 10

E16

PANEL C

PANEL D

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0TRUE NORTH

NORTHPLAN

1/8" = 1'-0"1

FIRST FLOOR LIGHTING PLAN12'

0TRUE NORTH

NORTHPLAN

1/8" = 1'-0"2

SECOND FLOOR LIGHTING PLAN12'

KEYNOTE LEGEND

KEY NOTE

E16 PROVIDE POWER TO EXIT LIGHT VIA UNSWITCHED CIRCUIT LEG.

E E

E

E

E E E E E E

E

E

E

E

PANEL B

PANEL A

PANEL MDP

OVERHEAD DOOR(TYP. OF 6)

LIGHT RECEPTACLE(TYP. OF 12)

A - 2

A - 5

A - 3

A - 1

B - 3

B - 13

B - 15

LIGHT RECEPTACLE(TYP. OF 3)

B - 2 B - 2B - 2

B - 6B - 5

B - 8B - 7,9

B - 11

AIR CLEANER

PARTS ROOM HEAT

PARTS ROOM AC

B - 14

B - 10,12

B - 16,18

MDP - 32 MDP - 29MDP - 30 MDP - 27

MDP - 28

MDP - 14

MDP - 31

B - 19

AIR COMPRESSOR

UNIT HEATER

B - 20MDP - 15

MDP - 16

EXHAUST FAN

B - 22

MDP - 15

MDP - 15

A - 4

MDP - 21,23

B - 1

MDP - 25 MDP - 26

B - 17

MDP - 12

MDP - 24

B - 25

TO COMMUNICATIONS BUILDING

CORD REEL CORD REEL

MDP - 33 MDP - 33

PANEL C

PANEL D

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0TRUE NORTH

NORTHPLAN

1/8" = 1'-0"1FIRST FLOOR POWER PLAN

12'

0TRUE NORTH

NORTHPLAN

1/8" = 1'-0"2SECOND FLOOR POWER PLAN

12'

NEW PANEL MDP

200A/2P

100A/2P

NEW GENERATOR 100kW

120/240/1

400A

GARAGEEXTERIOR

PAD MOUNTED PANEL SDP

400A/2P

PAD MOUNTED CT

CABINET

PAD MOUNTED 600A ATS

NEWPANEL C

60A 120/240/1P

NEWPANEL F

200A MB 120/240/1P

NEWPANEL B

200A MB120/240/1P

EXISTINGPANEL A

120/240/1P

200A/2P

600A

/2P

400A NF DISCONNECT

SPD

E02E03 E04

BRINE BUILDING

NEWPANEL D

60A 120/240/1P

SPD SPD SPD

SPD

60A/2P

60A/2P

EXISTINGPANEL E

100A MB120/240/1P

100A/2P

SPD

COMM BUILDING

GARAGE EXTERIOR

M

TWO SETS OF 3#350, 2 1/2" C

3#500, #3 GND, 3" C

3#500, #3 GND, 3" C3#4/0, #6 GND, 2" C

3#1, #8 GND, 1 1/4" C

3#4, #10 GND, 1" C

3#4, #10 GND, 1" C

3#4/0, #6 GND, 2" C

3#1, #8 GND, 1 1/4" C

E05

E11

E15

E14

E13

E12

KEY NOTE

E02 PROVIDE PAD MOUNTED CT METERING CABINET (ERICKSON CT61-ALI) WITH MOUNTING BASE (PMB1624X10) AND METER SOCKET PER UTILITY COMPANY REQUIREMENTS.

KEYNOTE LEGEND

E03 PROVIDE AUTOMATIC TRANSFER SWITCH – 600A, 240V, 42 KAIC, 2-POLE, SOLID NEUTRAL, NEMA 4, SERVICE ENTRANCE RATED WITH 600A BREAKER, AND BYPASS ISOLATION - ASCO 7000 SERIES OR EQUIVALENT.

E04 PROVIDE PANEL SDP WITH NEMA 3R AND ENCLOSURE AND LOCKING DOOR FIELD CONSTRUCTED SUPPORT STRUCTURE. SEE SCHEDULE.

E05 PROVIDE GROUNDING ELECTRODE SYSTEM FOR SEPARATE STRUCTURES PER NEC 250.32. INCLUDE DRIVEN GROUND ROD(S) AND CONNECTION TO METAL UNDERGROUND WATER PIPE.

E11 PROVIDE NEW GROUNDING SYSTEM AS REQUIRED FOR NEW BUILDING SERVICE.

ED01 EXISTING UTILITY POLE WITH TRANSFORMERS, TO BE RECONFIGURED BY UTILITY COMPANY.

ED02 OVERHEAD SERVICE LATERAL TO BE DEMOLISHED. TWO 200A 120/240V/1 SERVICES.

ED03 EXISTING METERS ON BUILDING EXTERIOR. DEMOLISH METERS, METER SOCKETS, MASTS AND WEATHERHEADS.

ED04 EXISTING PANEL E INSIDE OF COMMUNICATION BUILDING TO REMAIN. RETAIN ALL BRANCH WIRING.

ED05 EXISTING BRINE BUILDING PANEL ON EXTERIOR OF STRUCTURE. DEMOLISH PANEL AND FEEDER CONDUCTORS AND CONDUIT. RETAIN BRANCH CIRCUITS FOR RECONNECTION TO REPLACEMENT PANEL TO BE LOCATED INSIDE OF STRUCTURE. PATCH EXTERIOR WALL.

E12 PROVIDE GROUNDING ELECTRODE SYSTEM FOR SEPARATE STRUCTURES PER NEC 250.32. INCLUDE DRIVEN GROUND RODS.

E13 PROVIDE GROUNDING ELECTRODE SYSTEM FOR SEPARATE STRUCTURES PER NEC 250.32. INCLUDE DRIVEN GROUND ROD(S), CONNECTION TO METAL UNDERGROUND WATER PIPE, AND METAL IN-GROUND SUPPORT STRUCTURE.

E14 PROVIDE GROUNDING ELECTRODE SYSTEM TO INCLUDE DRIVEN GROUND ROD(S) AND CONCRETE ENCASED ELECTRODE IN EQUIPMENT FOUNDATION.

E15 GENERATOR SHALL BE GROUNDED AS A NON-SEPARATELY DERIVED SYSTEM.

MAIN DISTRIBUTION PANEL (MDP)

EXISTING GENERATOR

100kW120/240/1

GARAGEEXTERIOR

WALL MOUNTED

METER

PANEL C

60A 120/240/1P

BRINE PANEL

200A MB 120/240/1P

PANEL B

200A MB120/240/1P

PANEL A

120/240/1P

BRINE BUILDING

PANEL D

60A 120/240/1P

PANEL E

100A 120/240/1P

WALL MOUNTED ATS

LIGHTS

COMM BUILDING

GARAGE EXTERIOR

ED01

ED02

ED03

ED04

ED05

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NOT TO SCALE2A

RISER DIAGRAM - NEWWORK

NOT TO SCALE3A

EXISTING RISER DIAGRAM -DEMOLITION

GENERATOR PAD SHALL COMPLY WITH GENERATOR VENDOR AND CODE REQUIREMENTS

TYPICAL FOOTING WIDTH

PROVIDE #6 CORNER PARS TOP & BOTTOM OF SLAB OPENINGS LARGER THAN 1'-0"X1'-0"

CLEAR, TYPICAL

12'-7"

11

'-7

"

8"

1 1/2"

2'-0

"

GENERATOR PAD DIMENSIONS ARE APPROXIMANTE, COORIDNATE SIZE WITH FINAL EQUIPMENT SELECTION AND ARRANGEMENT TO MAINTAIN 6 INCHES OF CLEARANCE BETWEEN EQUIPMENT ENCLOSURES AND EDGE OF PAD.

PROVIDE CONDUIT BLOCKOUTS AT EQUIPMENT. COORDINATE PLACEMENT AND SIZE. PROVIDE CORNER REINFORCING OF BLOCKOUTS AS INDICATED.

COMPACTED SUBGRADE

STD HOOK

GENERATOR PAD SHALL COMPLY WITH GENERATOR VENDOR AND CODE REQUIREMENTS

TO EXISTING RADIANT HEAT(APPROX 1200 CFH - CONTRACTOR SHALL VERIFY EXISTING LOAD)METER

CAPACITY: 2600 CFH (CONTRACTOR SHALL VERIFY)UTILITY SUPPLY PRESSURE = 2 PSI

2"

NEW GAS METER AND REGULATOR. COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY

PRESSURE REDUCING REGULATOR. REDUCE PRESSURE TO EXISTING GAS PRESSURE. CONTRACTOR SHALL VERIFY EXISTING PRESSURE BEFORE MODIFING GAS PIPING/PRESSURES. SET REGULATOR TO EXISTING PRESSURE.

2" (VERIFY)

10"WC

GENERATOR1400 MBH7"-11" WC

INSTALL PRESSURE REDUCING REGULATOR CLOSE TO GENERATOR AND OVERSIZE PIPE ON LOW PRESSURE SIDE OF REGULATOR ACCORDING TO GENERATOR'S WRITTEN INSTRUCTIONS.

2 PSI

TO EXISTING UPPER LEVEL (APPROX. 400 CFH - CONTRACTOR SHALL VERIFY EXISTNG LOAD)

1 1/2"

NATURAL GAS RATED SHUT-OFF VALVE (TYP.)

1-1/4"

REMOVE EXISTING GAS REGULATOR AND METERS MODIFY EXISTING GAS PIPING AS REQUIRED TO INSTALL PER THIS SCHEMATIC

11

'-7

"

12'-7"

E02 E03

E04

ORIENT EQUIPMENT ON SITE SUCH THAT GENERATOR IS ON THE NORTH SIDE OF THE PAD.

GENERATOR

FOUR FOOT SERVICE AISLE BETWEEN GENERATOR AND ATS/CT CABINET FRONTS.

KEY NOTE

E02 PROVIDE PAD MOUNTED CT METERING CABINET (ERICKSON CT61-ALI) WITH MOUNTING BASE (PMB1624X10) AND METER SOCKET PER UTILITY COMPANY REQUIREMENTS.

KEYNOTE LEGEND

E03 PROVIDE AUTOMATIC TRANSFER SWITCH –600A, 240V, 42 KAIC, 2-POLE, SOLID NEUTRAL, NEMA 4, SERVICE ENTRANCE RATED WITH 600A BREAKER, AND BYPASS ISOLATION - ASCO 7000 SERIES OR EQUIVALENT.

E04 PROVIDE PANEL SDP WITH NEMA 3R ENCLOSURE AND LOCKING DOOR WITH FIELD CONSTRUCTED SUPPORT STRUCTURE. SEE SCHEDULE.

GENERATOR1400 MBH5"-11" WC

INSTALL PRESSURE REDUCING REGULATOR CLOSE TO GENERATOR AND OVERSIZE PIPE ON LOW PRESSURE SIDE OF REGULATOR ACCORDING TO GENERATOR'S WRITTEN INSTRUCTIONS.

10 PSI

LP GAS RATED SHUT-OFF VALVE (TYP.)

10 PSI

EXISTING LP TANK

EXITING LINE TO OTHER BUILDINGS ON PROPERTY TO REMAIN.

EXISITNG FIRST STAGE REGULARTOR. CONTRACTOR SHALL COORDINATE OWNER'S PROPANE FILLING COMPANY AGRILAND FS (712)-563-2675 TO VERIFY EXISTING PRESSURE REGULATOR AND CAPACITY REQUIREMENTS WITH NEW CONNECTED LOAD.

GRADE

NEW LINE ROUTED BELOW GROUND TO LOCATION OF NEW GENERATOR. SEE SITE PLAN.

3/4"

3/4"

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NOT TO SCALE2

GENERATOR PADFOUNDATION PLAN

NOT TO SCALE1GENERATOR PAD SECTION

NOT TO SCALE3

NATURAL GAS PIPINGSCHEMATIC

NOT TO SCALE4GENERATOR PAD LAYOUT

EXTERIOR FOOTING (-3'-6")

4. MINIMUM FROST PROTECTION DEPTH MEASURED FROM GRADE

SPREAD FOOTINGS 1500 PSF

NET ALLOWABLE SOIL BEARING PRESSURES

3 SOILS INFORMATION BASED IBC 2015

EQUIPMENT WEIGHT TOTAL = 7000 LBS

A. DEAD LOADS

2. DESIGN LOADS PER THE 2015 IBC (RISK CATEGORY II)

C. AMERICAN SOCIETY OF CIVIL ENGINEERS AND STRUCTURAL ENGINEERING INSTITUTE(ASCE/SEI 7) - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

B. AMERICAN CONCRETE INSTITUTE - BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE (ACI 318)

A. INTERNATIONAL BUILDING CODE (IBC) 2015

1. CODES:

DESIGN INFORMATION

16. CONTRACTOR SHALL VERIFY OPENINGS AND SLEEVES THROUGH FOUNDATION WALLSWITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. CHANGES INSIZE, LOCATION AND NUMBER SHALL NOT BE PERMITTED WITHOUT WRITTEN APPROVALBY THE ENGINEER.

15. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY UNUSUAL SOILCONDITIONS.

14. SOILS WITH A MOISTURE CONTENT ABOVE THE OPTIMUM LEVEL SHALL BE REMOVED ANDREPLACED WITH COMPACTED GRANULAR FILL.

13. REPEATED HEAVY CONSTRUCTION TRAFFIC OVER EXPOSED SUBGRADE WILL CAUSERUTTING AND PUMPING WHEN SOIL IS ABOVE THE OPTIMUM MOISTURE CONTENT. AVOIDEXCESS CONSTRUCTION ACTIVITY ON WET SOILS. IF SUBGRADE IS ABOVE THE OPTIMUMMOISTURE CONTENT DURING CONSTRUCTION, THEN DRYING OF THE SOIL SHALL BECONDUCTED BY DISKING, SCARIFICATION, AND AERATION.

12. CONCRETE FOOTINGS AND SLABS SHALL NOT BE PLACED ON OR AGAINST SUBGRADESCONTAINING FROST, SNOW OR ICE. FROZEN SUBGRADES SHALL BE COMPLETELY THAWEDAND RECONDITIONED BEFORE CONCRETE MAY BE PLACED.

11. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY FROSTOR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADES BEFORE AND AFTERPLACING THE CONCRETE AND UNTIL SUCH SUBGRADE IS FULLY PROTECTED BY THEPERMANENT BUILDING ENCLOSURE AND THE SPACE IS CONDITIONED TO REMAIN ABOVEFREEZING.

10. UNACCEPTABLE SOILS SHALL BE DEFINED AS MEETING ASTM D2487 SOIL CLASSIFICATIONGROUPS GC, SC, ML, MH, CL, CH, OL, OH, PT OR A COMBINATION OF THESE TYPES.GROUPS CL AND ML MAY BE ACCEPTABLE IF THE LIQUID LIMIT IS LESS THAN 45 AND THEPLASTICITY INDEX IS LESS THAN 20.

9. ACCEPTABLE SOIL SHALL BE DEFINED AS MEETING ASTM D2487 SOIL CLASSIFICATIONGROUPS GW, GP, GM, SW, SP, SM OR A COMBINATION OF THESE TYPES.

8. FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICALSPECIAL INSPECTION AGENCY BEFORE CONCRETE IS PLACED. CONTRACTOR SHALLNOTIFY INSPECTION AGENCY WHEN EXCAVATION IS READY FOR TESTING. INSPECTIONAGENCY SHALL PROVIDE A WRITTEN REPORT OF TEST RESULTS AND COMPLIANCE TO THEOWNER.

7. FOR FOOTING AND FOUNDATIONS, THE SUBGRADE OR FILL MATERIAL SHALL BECOMPACTED AND VERIFIED TO MEET 98% STANDARD PROCTOR MAXIMUM DRY DENSITYACCORDANCE WITH ASTM D698. FOR RELATIVELY COHESIONLESS GRANULAR FILL WHICHHAS A PERCENT PASSING THE #200 SIEVE LESS THAN 10 PERCENT AND HAS ONLY ASLIGHT SENSITIVITY TO MOISTURE CHANGES, COMPACTION SHALL BE 75 PERCENTRELATIVE DENSITY IN ACCORDANCE WITH ASTM D4253 AND D4254. IF COMPACTION DOESNOT COMPLY, CONTRACTOR SHALL RECOMPACT AREA AND UNTIL TEST RESULTS AREPASSING. AN AREA EXHIBITING WEAKNESS SUCH AS RUTTING OR PUMPING SHALL BEREMOVED AND REPLACED WITH COMPACTED GRANULAR FILL.

6. ACCEPTABLE BACKFILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED EIGHT (8)INCHES IN LOOSE THICKNESS.

5. FOOTING ELEVATIONS SHOWN DESIGNATE THE MINIMUM DEPTH OF THE FOOTING WHERETHE ALLOWABLE SOIL BEARING IS EXPECTED. LOCALIZED AREAS OF UNACCEPTABLESOILS OR POOR COMPACTION MAY BE DISCOVERED DURING THE EXCAVATION PROCESSREQUIRING OVEREXCAVATION AND BACKFILL WITH ACCEPTABLE FILL. FOOTINGEXCAVATIONS SHALL BE LOWERED TO REACH SOIL MEETS THE DESIGN BEARINGPRESSURE AND APPROVED BY THE GEOTECHNICAL SPECIAL INSPECTION AGENCY.

4. ALL FOOTINGS SHALL BE PLACED ONTO FIRM UNDISTURBED SOIL OR ACCEPTABLECOMPACTED BACKFILL.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALLSHEETING, SHORING AND CRIBBING REQUIRED TO SAFELY RETAIN THE EARTH BANKAROUND THE EXCAVATIONS.

2. CONTRACTOR SHALL ACCOUNT FOR PUMPING OF WATER FROM THE EXCAVATION DUE TOSURFACE WATER, GROUND WATER AND SEEPAGE.

1. ALL EXCAVATIONS SHALL BE PROPERLY AND SAFELY BACKFILLED. DO NOT PLACEBACKFILL BEHIND BASEMENT WALLS OR RETAINING WALLS UNTIL CONCRETE HASATTAINED THE SPECIFIED COMPRESSIVE STRENGTH. BASEMENT WALLS SHALL NOT BEBACKFILLED UNTIL SUPPORTING FLOOR IS COMPLETED AND ATTAINED FULL STRENGTH.CONTRACTOR SHALL PROTECT ALL BELOW GRADE WALLS FROM LATERAL EARTHPRESSURES UNTIL SUPPORTING FLOOR STRUCTURE IS COMPLETED. CONTRACTORPROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF LATERAL SHORING TO BRACEWALLS IN LIEU OF WAITING FOR FLOOR SLAB COMPLETION.

FOUNDATIONS

A. SUBMIT CONCRETE MIX DESIGNS FOR EACH APPLICATION LOCATION INDICATED INTHE DRAWINGS.

3. CAST-IN-PLACE CONCRETE

a. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATIONSP-66 AND THE LATEST EDITION OF ACI 318 "BUILDING CODE REQUIREMENTSFOR REINFORCED CONCRETE".

A. SUBMIT CONCRETE REINFORCEMENT SHOP DRAWINGS IN ACCORDANCE WITH ACI315 FOR APPROVAL.

2. CONCRETE REINFORCING

1. CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE FOLLOWING SUBMITTALSFOR EACH MATERIAL INDICATED BELOW.

SUBMITTALS

AIR CONTENT 6% +/- 1.5%

SLUMP (WITH WATER REDUCER) 4" TO 8"

SLUMP (NO WATER REDUCER) 4" +/- 1"

WATER/CEMENT RATIO 0.45

FINE AGGREGATE 100% PASSING 3/8" SIEVE

COARSE AGGREGATE 100% PASSING 1" SIEVE

12. CONCRETE MIX - FOUNDATIONS

11. REINFORCING STEEL SHALL BE SECURELY FASTENED INTO FORMS PRIOR TO POURINGCONCRETE. WET SETTING OF REINFORCING STEEL WILL NOT BE ACCEPTED PER ACI.

10. THERE SHALL BE NO ADDITIONAL OPENINGS LARGER THAN 12" IN CONCRETE WALLS ANDSLABS NOT SHOWN. REFER TO CONCRETE OPENING DETAIL FOR ADDITIONALREINFORCEMENT AROUND OPENINGS.

9. WALLS AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE, UNLESSAPPROVED BY THE ENGINEER.

LAP SPLICE LENGTHS GIVEN, ASSUME CLEAR SPACING BETWEEN BARS OF 2 BARDIAMETERS, AND A MINIMUM CLEAR COVER OF 1 BAR DIAMETER. TOP BARS ARE DEFINEDAS HORIZONTAL BARS WITH MORE THAN 12" ON FRESH CONCRETE BENEATH THE BARS.

#11 87" 114"

#10 79" 102"

#9 70" 91"

#8 62" 81"

#7 54" 71"

#6 37" 49"

#5 31" 41"

#4 25" 33"

#3 19" 25"

BAR SIZE TYPICAL TOP BARS

4000 PSI

8. ALL SPLICES SHALL BE A CLASS "B" TENSION SPLICE AS DEFINED IN ACI 318. PROVIDE LAPSPLICES LENGTHS AS FOLLOWS:

7. ALL SPLICES, STANDARD HOOKS, AND DEVELOPMENT LENGTHS TO BE PER THEREFERENCED EDITION OF ACI 318. MAKE BARS CONTINUOUS AROUND CORNERS. ALLSPLICES SHALL BE BY CONTACT LAP.

6. WHERE REQUIRED, DOWELS SHALL MATCH THE SIZE, NUMBER AND SPACING OF THE MAINREINFORCING UNLESS NOTED OTHERWISE.

b. BEAMS, COLUMNS 1 1/2"

a. SLABS, WALLS, AND JOISTS 3/4"

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

b. BARS LARGER THAN #5 2"

a. BARS #5 AND SMALLER 1 1/2"

B. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH:

A. CONCRETE PLACED AGAINST EARTH 3"

5. REINFORCEMENT PROTECTION

4. ALL CONCRETE SHALL BE STONE AGGREGATE UNLESS NOTED OTHERWISE. SUBMIT MIXDESIGN AND DOCUMENTATION FOR APPROVAL PER ACI 318.

DEFORMED BARS ASTM A615 Fy = 60 KSI

3. CONCRETE REINFORCEMENT STANDARDS:

FOUNDATIONS 4000 PSI

2. CONCRETE COMPRESSIVE STRENGTH (28DAY)(F'c)

1. ALL CONCRETE SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICANCONCRETE INSTITUTES PUBLICATIONS: ACI 301, ACI 305.1, ACI 306.1, ACI 315, AND ACI 318UNLESS NOTED OTHERWISE.

CAST-IN-PLACE CONCRETE

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Notes:

SPEC 27254 VA 100.39% 27360 VA

RCPT 9540 VA 100.00% 9540 VA TOTAL EST. DEMAND... 197 A

Other 0 VA 0.00% 0 VA TOTAL CONN. CURRENT: 196 A

MOTORS 7800 VA 101.92% 7950 VA TOTAL EST. DEMAND: 47366 VA

LITES 3427 VA 100.00% 3427 VA TOTAL CONN. LOAD: 47122 VA

Load ClassificationConnected Load

(VA)Demand Factor

EstimatedDemand (VA)

PANEL TOTALS

TOTAL AMPS: 197 A 195 A

TOTAL LOAD: 23696 VA 23427 VA

41 42

39 40

37 38

35 36

RCPT 1 20 A 33 0.4 / 0.0 34

OHD 1 20 A 31 0.6 / 0.6 32 20 A 1 OHD

OHD 1 20 A 29 0.6 / 0.6 30 20 A 1 OHD

OHD 1 20 A 27 0.6 / 0.6 28 20 A 1 OHD

SOUTH BAY LIGHTING 1 35 A 25 1.7 / 1.8 26 20 A 1 NORTH BAY LIGHTING

-- -- -- -- 23 4.8 / 0.6 24 20 A 1 EXHAUST FAN

WELDING OUTLET 2 20 A 21 4.8 / 0.0 22 -- -- -- --

GAS DETECTION PANEL * 1 20 A 19 0.0 / 0.0 20 20 A 2 EF - 1 & SF - 1 *

BREAKROOM LIGHTING 1 20 A 17 0.2 / 0.0 18 20 A 1 EXTERIOR LIGHTING

RCPT NEAR MDP 1 20 A 15 1.3 / 0.7 16 20 A 1 RCPT NEAR OHDS

PARTS AREA LIGHTING 1 20 A 13 0.2 / 0.4 14 20 A 1 OFFICE RCPT

BATHROOM LIGHTING 1 20 A 11 0.2 / 0.6 12 20 A 1 WATER HEATER

OFFICE LIGHTING 1 20 A 9 0.3 / 0.2 10 20 A 1 LIGHTING WEST OF MDP

-- -- -- -- 7 0.0 / 0.0 8 -- -- -- --

PANEL C 2 60 A 5 0.0 / 0.0 6 60 A 2 PANEL F

-- -- -- -- 3 0.4 / 12.8 4 -- -- -- --

PANEL A 2 60 A 1 0.7 / 11.8 2 100 A 2 PANEL B

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ROOM: ENCLOSURE: NEMA 1

CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHEN MOUNTING: SURFACEMDP

120/240 Single 1 3 MLO 22,000 AMPS...

BRANCH PANEL NAME VOLTAGE PHASE WIRE BUS SIZE MAIN OCP AIC RATING

* - VERIFY THE CIRCUIT LOAD.** - CONDUIT, WIRE, AND CONNECTIONS ARE PART OF SEPARATE CONTRACT.

Notes:

SPEC 17678 VA 100.46% 17760 VA






(VA)Demand Factor


PANEL TOTALS



SPARE -- 1 20 A 29 0.0 / 0.0 30 20 A 1 -- SPARE

SPARE -- 1 20 A 27 0.0 / 0.0 28 20 A 1 -- SPARE

UNIT HEATER 1 20 A 25 0.6 / 1.0 26 -- -- -- --

DUST COLLECTOR ** 1 30 A 23 2.4 / 1.0 24 20 A 2 EF - 3 **

SOUTH ENTRANCE LIGHTING 1 20 A 21 0.1 / 0.8 22 20 A 1 SHOP AREA RCPTS

AIR COMPRESSOR 1 20 A 19 1.5 / 0.6 20 20 A 1 EXHAUST FAN

RCPT 1 20 A 17 0.2 / 4.8 18 -- -- -- --

SOUTH WALL FOURPLEX 1 20 A 15 0.4 / 4.8 16 50 A 2 WELDER OUTLET

WEST WALL FOURPLEX 1 20 A 13 0.4 / 0.6 14 20 A 1 AIR CLEANER

OUTSIDE RCPT WEST 1 20 A 11 0.2 / 0.0 12 -- -- -- --

-- -- -- -- 9 1.2 / 0.0 10 100 A 2 COMM BUILDING*

PARTS ROOM HEAT 2 20 A 7 1.2 / 0.4 8 20 A 1 STORAGE AREA FOURPLEX

STORAGE AREA FOURPLEX 1 20 A 5 0.4 / 0.4 6 20 A 1 STORAGE AREA FOURPLEX

PARTS ROOM LIGHTS & RCPT 1 20 A 3 0.6 / 0.0 4 20 A 1 -- HID LIGHTS, RCPT BELOW

PARTS ROOM AIR COND. 1 20 A 1 1.0 / 0.8 2 20 A 1 STORAGE AREA LIGHTING

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FED... MDP FEED:


CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHEN MOUNTING: SURFACEB

120/240 Single 1 3 MLO 10,000 AMPS...


Notes:

TOTAL EST. DEMAND... 5 A

TOTAL CONN. CURRENT: 5 A

TOTAL EST. DEMAND: 1080 VA

RCPT 1080 VA 100.00% 1080 VA TOTAL CONN. LOAD: 1080 VA


(VA)Demand Factor


PANEL TOTALS

TOTAL AMPS: 6 A 3 A


11 12

9 10

7 8

WEST WALL 1 20 A 5 0.4 / 0.0 6

NORTH WALL 1 20 A 3 0.2 / 0.2 4 20 A 1 SOUTHEAST

SOUTHWEST 1 20 A 1 0.2 / 0.2 2 20 A 1 AC

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CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHEN MOUNTING: SURFACEA

120/240 Single 1 3 MLO 10,000 AMPS...


RECONNECT EXISTING LOADS.THIS PANEL MAY BE A LOAD CENTER TO ACCOMMODATE INSTALLATION IN THE EXISTING WALL STUD SPACE.

Notes:




TOTAL CONN. LOAD: 0 VA


(VA)Demand Factor


PANEL TOTALS

TOTAL AMPS: 0 A 0 A


SPARE -- 1 20 A 23 0.0 / 0.0 24 20 A 1 -- SPARE

SPARE -- 1 20 A 21 0.0 / 0.0 22 20 A 1 -- SPARE

SPARE -- 1 20 A 19 0.0 / 0.0 20 20 A 1 -- SPARE

SPARE -- 1 20 A 17 0.0 / 0.0 18 20 A 1 -- SPARE

SPARE -- 1 20 A 15 0.0 / 0.0 16 20 A 1 -- SPARE

SPARE -- 1 20 A 13 0.0 / 0.0 14 20 A 1 -- SPARE

SPARE -- 1 20 A 11 0.0 / 0.0 12 20 A 1 -- SPARE

EXISTING LOAD -- 1 20 A 9 0.0 / 0.0 10 20 A 1 -- SPARE

EXISTING LOAD -- 1 20 A 7 0.0 / 0.0 8 20 A 1 -- EXISTING LOAD




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120/240 Single 1 3 MLO 10,000 AMPS...


RECONNECT EXISTING LOADS.THIS PANEL MAY BE A LOAD CENTER TO ACCOMMODATE INSTALLATION IN THE EXISTING WALL STUD SPACE.

Notes:




TOTAL CONN. LOAD: 0 VA


(VA)Demand Factor


PANEL TOTALS

TOTAL AMPS: 0 A 0 A


SPARE -- 1 20 A 23 0.0 / 0.0 24 20 A 1 -- SPARE

SPARE -- 1 20 A 21 0.0 / 0.0 22 20 A 1 -- SPARE

SPARE -- 1 20 A 19 0.0 / 0.0 20 20 A 1 -- SPARE

SPARE -- 1 20 A 17 0.0 / 0.0 18 20 A 1 -- SPARE

EXISTING LOAD -- 1 20 A 15 0.0 / 0.0 16 20 A 1 -- SPARE








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CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHEN MOUNTING: SURFACED

120/240 Single 1 3 MLO 10,000 AMPS...


* - VERIFY THE CIRCUIT LOAD.

Notes:




SPEC 10560 VA 100.00% 10560 VA TOTAL CONN. LOAD: 10560 VA


(VA)Demand Factor


PANEL TOTALS



SPARE -- 1 20 A 11 0.0 / 0.0 12 20 A 1 -- SPARE

SPARE -- 1 20 A 9 0.0 / 0.0 10 20 A 1 -- SPARE

VERIFY* -- 1 20 A 7 0.0 / 0.0 8 20 A 1 -- SPARE

DOOR -- 1 20 A 5 0.0 / 0.0 6 20 A 1 -- VERIFY*

-- -- -- -- 3 2.6 / 2.6 4 -- -- -- --

PUMP #1 2 30 A 1 2.6 / 2.6 2 30 A 2 PUMP #2

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FED... SDP FEED:


CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHEN MOUNTING: SURFACEF

120/240 Single 1 3 200 A 10,000 AMPS...


Notes:

SPEC 37745 VA 100.46% 37920 VA






(VA)Demand Factor


PANEL TOTALS



11 12

9 10

7 8

5 6

-- -- -- -- 3 23.4 / 5.3 4 -- -- -- --

PANEL MDP 2 400 A 1 23.7 / 5.3 2 200 A 2 PANEL F

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FED... FEED:


CODE: L=LIGHTING, R=RECEPTACLES, M=MOTORS, K=KITCHEN MOUNTING: SURFACESDP

120/240 Single 1 3 MLO 42,000 AMPS...


400 AMPS 100 AMPS 200 AMPS

60 AMPS

600 AMPS

60 AMPS

200 AMPS

Documents

1 IOWA DEPARTMENT OF TRANSPORTATIONBUILDING ELECTRICAL UPGRADE BG -2J11(010) -- 80 -37 4185770 BG-2J11(010)--80-37 JEFFERSON MAINTENANCE GARAGE AND BRINE BUILDING ELECTRICAL UPGRADE