2021_03-09 Construct Generator Docking Station Bid and Construction DWGs.pdf

2018 OHIO BUILDING CODE - AMBULATORY CARE CENTER

CHAPTER 3 - USE GROUP:

USE GROUP: B-BUSINESS AMBULATORY

B-BUSINESS

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

DETAILED REQUIREMENTS IF NEEDED

FIRE-RESISTANCE RATINGS REQUIREMENTS - TABLE 601:

CONSTRUCTION TYPE: 1A

STRUCTURAL FRAME: 3 HRS

BEARING WALLS:

EXTERIOR: 3 HRS

INTERIOR: 3 HRS

NON BEARING WALLS & PARTITIONS:

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

FLOOR CONSTRUCTION: 2 HRS

ROOF CONSTRUCTION: 1 1/2 HRS

CHAPTER 7 - FIRE-RESISTANCE-RATED CONSTRUCTION:

SHAFT ENCLOSURES: 2 HRS

EXIT ENCLOSURES: 2 HRS

EXIT PASSAGEWAYS: 0 HRS

CHAPTER 8 - INTERIOR FINISHES:

EXIT ENCLOSURES & PASSAGEWAYS: CLASS B

CORRIDORS: CLASS C

ROOMS & ENCLOSED SPACES: CLASS C

INTERIOR FLOOR FINISH: MINIMUM CLASS II

CHAPTER 9 - FIRE PROTECTION SYSTEMS:

SPRINKLER SYSTEM: FULLY SUPPRESSED

FIRE ALARM SYSTEM: YES

CHAPTER 10 - MEANS OF EGRESS:

DOOR WIDTH: 32" MINIMUM CLEAR WIDTH

CORRIDOR WIDTH: .2" PER OCCUPANT, BUT NOT LESS THAN 44"

LENGTH OF EXIT TRAVEL: 200'

2018 NFPA 101 LIFE SAFETY CODE - AMBULATORY CARE CENTER

OCCUPANCY (6.1.11):

BUSINESS - OUTPATIENT CLINIC (AMBULATORY)

AMBULATORY HEALTH CARE (CHAPTER 20/21)

BUILDING TYPE:

TYPE 1 (332)

FIRE-RESISTANCE RATING REQUIREMENTS - TABLE A8.2.1.2:

STRUCTURAL FRAME: 3 HRS

BEARING WALLS:

EXTERIOR: 3 HRS

INTERIOR: 3 HRS

NON BEARING WALLS AND PARTITIONS

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

FLOOR CONSTRUCTION: 2 HRS

ROOF CONSTRUCTION: 1 1/2 HOURS

FIRE-RESISTANCE RATED CONSTRUCTION - TABLE A8.6.5/7.1.3.2.1

SHAFT ENCLOSURES: 2 HRS

EXIT ENCLOSURES: 2 HRS

SMOKE BARRIERS (20.3.7.5):

1 HOUR

TRAVEL DISTANCE (20.2.6.2):

REMOTE POINT TO EXIT 200 FOOT MAX

2018 OHIO BUILDING CODE - BOILER PLANT

CHAPTER 3 - USE GROUP:

BOILER AND UTILITY ROOM F-1 - FACTORY INDUSTRIAL

OFFICE B - BUSINESS

STORAGE S-1 - STORAGE

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS:

DETAILED REQUIREMENTS IF NEEDED

FIRE-RESISTANCE RATINGS REQUIREMENTS - TABLE 601:

CONSTRUCTION TYPE: IIB

STRUCTURAL FRAME: 0 HRS

BEARING WALLS:

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

NON BEARING WALLS & PARTITIONS:

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

FLOOR CONSTRUCTION: 0 HRS

ROOF CONSTRUCTION: 0 HRS

CHAPTER 7 - FIRE-RESISTANCE-RATED CONSTRUCTION:

SHAFT ENCLOSURES: 2 HRS

EXIT ENCLOSURES: 2 HRS

EXIT PASSAGEWAYS: 0 HRS

CHAPTER 8 - INTERIOR FINISHES:

EXIT ENCLOSURES & PASSAGEWAYS: CLASS B

CORRIDORS: CLASS C

ROOMS & ENCLOSED SPACES: CLASS C

INTERIOR FLOOR FINISH: MINIMUM CLASS II

CHAPTER 9 - FIRE PROTECTION SYSTEMS:

SPRINKLER SYSTEM: FULLY SUPPRESSED

FIRE ALARM SYSTEM: YES

CHAPTER 10 - MEANS OF EGRESS:

DOOR WIDTH: 32" MINIMUM CLEAR WIDTH

CORRIDOR WIDTH: .2" PER OCCUPANT, BUT NOT LESS THAN 44"

LENGTH OF EXIT TRAVEL: 300' - BUSINESS

400' - ALL OPTHER OCCUPANCIES

2018 NFPA 101 LIFE SAFETY CODE - BOILER PLANT

OCCUPANCY (6.1.11):

BOILER AND UTILITY ROOMS SPECIAL-PURPOSE INDUSTRIAL

OFFICES BUSINESS

STORAGE STORAGE

BUILDING TYPE:

TYPE II (000)

FIRE-RESISTANCE RATING REQUIREMENTS - TABLE A8.2.1.2:

STRUCTURAL FRAME: 0 HRS

BEARING WALLS:

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

NON BEARING WALLS AND PARTITIONS

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

FLOOR CONSTRUCTION: 0 HRS

ROOF CONSTRUCTION: 0 HOURS

FIRE-RESISTANCE RATED CONSTRUCTION - TABLE A8.6.5/7.1.3.2.1

SHAFT ENCLOSURES: 2 HRS

EXIT ENCLOSURES: 2 HRS

APPLICABLE CODED

INTERNATIONAL BUILDING CODE, 2018 EDITION

NFPA 101 LIFE SAFETY CODE, 2018 EDITION

NFPA 70 NATIONAL ELECTRICAL CODE, 2020 EDITION

NFPA 110, 2019 EDITION

VA FORM 08 - 6231

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Project Number

Building Number

Drawing Number

CHALMERS P. WYLIE ACC

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved: Farid F. Mehr, P.E.

Chief, Engineering Services

Phase

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

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GI-001

757-20-205

CBLH CBLH

CONSTRUCT GENERATOR

DOCKING STATION

12/07/20

420 N. JAMES ROAD, COLUMBUS, OH 43219

COVER

PROJECT NUMBER:

SUBMITTAL FOR:

DRAWING INDEX: CODE DATA:LOCATION MAP:

CONSTRUCT GENERATOR DOCKING STATION

420 N. JAMES ROAD, COLUMBUS, OH 43219

757-20-205

BID AND CONSTRUCTION

DRAWING INDEX

SHEET NO. SHEET NAME

GENERAL

GI-001 COVER

ELECTRICAL

E-001 ELECTRICAL ONE LINE LEGEND AND GENERAL NOTES

ED-101 PARTIAL FIRST FLOOR AND SITE ELECTRICAL DEMOLITION PLAN

EP-101 PARTIAL SITE ELECTRICAL AND GENERATOR LAYOUT PLANS

EP-102 PARTIAL SITE ELECTRICAL PLAN

EP-501 ELECTRICAL DETAILS AND PANELBOARD SCHEDULE

EP-601 MAIN BUILDING EXISTING ONE-LINE DIAGRAM

EP-602 BOILER PLANT / FUTURE CHILLER PLANT ONE-LINE DIAGRAM

EP-603 GENERATOR CONTROL WIRING DETAIL

EP-604 ELECTRICAL GROUNDING SYSTEM DIAGRAM

Revisions Date

BID AND CONSTRUCTION 03/09/21

ABBREVIATIONS

GENERAL ELECTRICAL SPECIFICATION NOTES:

AC ABOVE COUNTER AT 9" UNLESS OTHERWISE NOTED

AF AMP FRAME

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AT AMP TRIP

BC BELOW COUNTER AT 18"AFF UNLESS OTHERWISE NOTED

BFC BELOW FINISHED CEILING

CM CEILING MOUNTED

EC ELECTRICAL CONTRACTOR

EG EQUIPMENT GROUND

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

IG ISOLATED GROUND

ITD INFORMATION TECHNOLOGY DEPARTMENT

PROVIDE DEFINITION: FURNISH, INSTALL AND CONNECT COMPLETE.

X EXISTING OUTLET, DEVICE, LIGHTING FIXTURE, CONDUIT, ETC. - TO REMAIN

XB INDICATES EXISTING OUTLET, LIGHTING FIXTURE, CONDUIT, ETC - TO BE REMOVED.

PROVIDE BLANK COVER FOR OUTLET AND MAINTAIN CIRCUIT CONTINUITY.

XL NEW LOCATION OF EXISTING OUTLET, DEVICE, LIGHTING FIXTURE, ETC.

XN EXISTING OUTLET, DEVICE, LIGHTING FIXTURE, ETC. - TO BE REPLACED WITH NEW OF

SPECIFIED TYPE

XR EXISTING OUTLET, DEVICE, LIGHTING FIXTURE, CONDUIT, ETC. - TO BE REMOVED COMPLETE-

MAINTAIN CIRCUIT CONTINUITY TO ADJACENT OUTLETS, EXTEND CONDUIT AND WIRING AS

REQUIRED.

XRR EXISTING OUTLET, DEVICE, LIGHTING FIXTURE, ETC. - TO BE REMOVED AND REINSTALLED

AT NEW LOCATION - EXTEND CONDUIT AND WIRING AS REQUIRED

MC MECHANICAL CONTRACTOR

MLO MAIN LUGS ONLY

NEC NATIONAL ELECTRICAL CODE

NF NOT FUSED

OFE OWNER FURNISHED EQUIPMENT

TC TELECOMMUNICATIONS CONTRACTOR

TCC TEMPERATURE CONTROLS CONTRACTOR

TV TELEVISION

VDC VOICE/DATA CONTRACTOR

VFD VARIABLE FREQUENCY DRIVE

WM WIREMOLD

WP WEATHERPROOF ENCLOSURE - NEMA 4

THE FOLLOWING ITEMS SUPERCEDE ITEMS WITHIN THE SPECIFICATIONS:

THE USE OF HOSPITAL GRADE HCF CABLE IS NOT PERMITTED.

THE FOLLOWING SYSTEM CABLING IS PERMITTED TO BE INSTALLED IN THE CABLE TRAY SYSTEM:

A. TEL/DATA CABLING

B. HOSPITAL PAGING SYSTEM

ALL OTHER SPECIAL SYSTEMS CABLING (FIRE ALARM, NURSE CALL, CATV) SHALL BE INSTALLED IN A COMPLETE CONDUIT SYSTEM. E.C SHALL

GROUND CABLE TRAY IN ACCORDANCE WITH N.E.C. ARTICLE 250.96.

GENERAL ELECTRICAL INSTALLATION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE UNLESS OTHERWISE NOTED.

ALL NEW WALL MOUNTED ELECTRICAL DEVICES ARE TO BE INSTALLED FLUSH IN WALL UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUIT SHALL BE CONCEALED BEHIND FINISHED WALLS AND ABOVE FINISHED CEILING UNLESS OTHERWISE NOTED. THE COST TO CUT

AND PATCH WALLS SHALL BE THE RESPONSIBILITY OF THE TRADE REQUIRING THE CUTTING.

CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS REQUIRED FOR ELECTRICAL WORK. CONTRACTOR SHALL

REPLACE ANY DAMAGED CEILING TILES.

PRIOR TO INSTALLATION, VERIFY PRECISE LOCATION OF NEW OR RELOCATED WALL OR CEILING MOUNTED DEVICES WITH

ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLANS.

COORDINATE ALL SHUT-DOWNS OF EXISTING ELECTRICAL SYSTEMS WITH OWNER A MINIMUM OF FOURTEEN (14) WORKING DAYS IN ADVANCE. ALL SHUT-DOWNS SHALL OCCUR DURING WEEKENDS OR BETWEEN 8:00PM AND 7:00AM ON WEEKDAYS ("OFF-HOURS").

INCLUDE ALL PREMIUM TIME CHARGES IN BID.

CONTRACTOR SHALL CONNECT ALL EQUIPMENT COMPLETE PER MANUFACTURER'S WIRING DIAGRAMS AND INSTRUCTIONS. VERIFY INSTALLATION LOCATION, VOLTAGE, AMPS, NO. OF WIRES, AND PROTECTION REQUIREMENTS PRIOR TO ROUGH-IN. CONTACT ENGINEER

WITH ANY DISCREPANCIES FROM DESIGN DRAWINGS.

PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT FOR FINAL CONNECTION TO MECHANICAL EQUIPMENT OR OTHER EQUIPMENT WHICH

MAY PROPAGATE VIBRATION.

ALL FLUORESCENT LAMPS THAT WILL NOT BE REUSED SHALL BE DISPOSED OF IN ACCORDANCE WITH EPA STANDARDS, AND WRITTEN

EVIDENCE OF PROPER DISPOSAL SHALL BE FURNISHED TO THE OWNER.

ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH THE PHASING REQUIREMENTS OF THE PROJECT. ALL COSTS

ASSOCIATED WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE BID SUBMITTAL.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY LIGHTING TO ADEQUATELY LIGHT ALL CONSTRUCTION AREAS, TEMPORARILY PARTITIONED AREAS, AND EXIT CORRIDORS MAINTAINED DURING CONSTRUCTION.

PROJECT AND PHASING SCOPE LINES INDICATE WHERE GENERAL CONSTRUCTION BOUNDARIES OCCUR. ELECTRICAL WORK AND UTILITY

TIE-INS MAY OCCUR OUTSIDE OF SCOPE LINES.

GENERAL LEGEND:

CODED NOTE - "1" INDICATES NOTE NUMBER

REVISION REFERENCE NUMBER

MECHANICAL EQUIPMENT IDENTIFIER

DETAIL REFERENCE - "1" INDICATES DETAIL NUMBER, "E0.1" INDICATES DRAWING NUMBER

COLUMN REFERENCE GRID

INDICATES EXISTING CONSTRUCTION WALL TYPE

INDICATES DEMOLITION WALL TYPE

INDICATES NEW CONSTRUCTION WALL TYPE

AC

GB13

E0.1

A

POWER DISTRIBUTION EQUIPMENT

208/120V-3PH-4W-SN PANELBOARD UNLESS OTHERWISE NOTED

480/277V-3PH-4W-SN PANELBOARD UNLESS OTHERWISE NOTED

SPECIAL PANEL OR PULLBOX - SIZE AND TYPE AS NOTED

NON-FUSED DISCONNECT SWITCH - SIZE AND TYPE AS NOTED. PROVIDE WITH CONTROL INTERLOCK WHEN

CONNECTED TO VFD.

FUSED DISCONNECT SWITCH - SIZE AND TYPE AS NOTED, WITH TYPE RK1 FUSES

ELECTRICAL GROUNDING BUS BAR

EGB

1.

2.

3.

4.

FOR #10 AWG CONDUCTORS AND SMALLER, JOINTS AND SPLICES SHALL BE MADE WITH SCREW-ON WIRE CONNECTORS. CONNECTOR

JOINTS SHALL BE INSULATED WITH TAPE.

FOR #8 AWG AND LARGER WIRES SHALL BE MADE WITH COMPRESSION TYPE MECHANICAL CONNECTORS AND INSULATED WITH HEAT

SHRINK TUBING TO A 600V INSULATION LEVEL.

LABEL BOX COVER WITH SOURCE, CIRCUIT, AND LOAD INFORMATION. LABEL SHALL BE MADE WITH PERMANENT MARKER. STICK ON

LABELS ARE NOT ACCEPTABLE.

VERIFY PHASE ROTATION OF ALL LOADS PRIOR TO STARTING. CREATE REPORT OF PHASE ROTATION FOR EACH LOAD WITH 1) EXISTING PHASE ROTATION, 2) RECONNECTED PHASE ROTATION, 3) TIME AND DATE OF PHASE ROTATION TEST, 4) IDENTIFICATION INFORMATION

OF TECHNICIAN VERIFYING PHASE ROTATION.

ELECTRICAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM FACILITY FOR ALL SCHEDULED SHUTDOWNS A MINIMUM OF (60) DAYS FOR ALL DAYTIME WORK FOR ALL WEEKENDS AND WEEKDAYS, (14) DAYS PRIOR TO ACTUAL SHUTDOWN FOR ALL NIGHTTIME WORK.

CONTRACTOR SHALL COORDINATE WITH FACILITY WHICH CRITICAL LOADS MUST RECEIVED TEMPORARY POWER, IF ANY. CONDUCT SHUTDOWNS AFTER TYPICAL BUSINESS HOURS. CONTRACTOR SHALL SUBMIT AT A MINIMUM THE FOLLOWING INFORMATION FOR A

REQUESTED ELECTRICAL POWER SYSTEM SHUTDOWN.

• IDENTIFY ALL CONNECTED LOADS AFFECTED BY THE SHUTDOWN. CONTRACTOR SHALL VERIFY WITH FACILITY'S MAINTENANCE

DEPARTMENT THE ACCURACY OF EXISTING PANELBOARD CONNECTIONS DIRECTORY.

• PROPOSED DATE, TIME, AND ESTIMATED DURATION OF THE SHUTDOWN.

• METHOD OF TEMPORARY FEEDING OF CRITICAL LOADS THAT MUST BE MAINTAINED DURING SHUTDOWN.

CONTRACTOR SHALL MINIMIZE POTENTIAL SHUTDOWNS OF EQUIPMENT BY FURNISHING AND INSTALLING NEW FEEDERS PRIOR TO

SHUTDOWN WHENEVER POSSIBLE AND UTILIZING SHUTDOWNS FOR CUT-OVER TO NEW FEEDER.

1.

2.

JOINTS AND SPLICES SPECIFICATION

SHUTDOWN GENERAL NOTE:

CONDUIT ROUTING INDICATED ON DRAWINGS IS FOR REFERENCE ONLY, UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING CONDUIT ROUTING COORDINATION DRAWINGS WITH ELECTRICAL EQUIPMENT SUBMITTAL FOR APPROVAL. ROUTING DRAWINGS SHALL INCLUDE FIELD VERIFIED ROUTING, BENDS, PULLBOXES, CONDUIT BODIES, PENETRATIONS, ETC. CONTRACTOR SHALL INCLUDE EXISTING CONDITIONS WHERE NECESSARY TO CONVEY ROUTING INFORMATION, MAINTAIN NEC REQUIRED ACCESSIBILITY TO ALL EXISTING PULLBOXES, JUNCTION BOXES, ETC. TO REMAIN. ELECTRICAL EQUIPMENT SUBMITTAL WILL NOT BE APPROVED WITHOUT CONDUIT ROUTING SHOP

DRAWINGS.

CONDUIT ROUTING GENERAL NOTE:

225A

EXISTING EQUIPMENT, FEEDER/CIRCUIT - TO BE DEMOLISHED

NEW FEEDER/CIRCUIT AND FEEDER TAG

EXISTING EQUIPMENT, FEEDER/CIRCUIT - TO REMAIN

EQUIPMENT OUTLINE

BOLTED STATIONARY CIRCUIT BREAKER - 3-POLE UNLESS OTHERWISE NOTED

GF - EQUIP BREAKER WITH GROUND FAULT TRIP

GFA - EQUIP BREAKER WITH GROUND FAULT ALARM

LSI - EQUIP BREAKER WITH ADJUSTABLE LONG, SHORT AND INSTANTANEOUS

SETTINGS

400A-3Ø-4W

FUTURE EQUIPMENT, FEEDER/CIRCUIT - N.I.C.

NAME

POWER DISTRIBUTION ONE-LINE LEGEND

X

XR

NEW

1600AF

DRAW OUT CIRCUIT BREAKER - 3-POLE UNLESS OTHERWISE NOTED

GF - EQUIP BREAKER WITH GROUND FAULT TRIP

GFA - EQUIP BREAKER WITH GROUND FAULT ALARM

LSI -

NAME

RATING

PRI:SEC

VOLTAGE

TEMPERATURE

RISE

VOLTAGE

MAIN

AMPS

NAME

PANELBOARD.

REFER TO PANELBOARD SCHEDULES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

TRANSFORMER. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

AF - AMP FRAME

AT - AMP TRIP

LSIG - EQUIP BREAKER WITH ADJUSTABLE LONG, SHORT AND INSTANTANEOUS

SETTINGS AND GROUND FAULT.

EQUIP BREAKER WITH ADJUSTABLE LONG, SHORT AND INSTANTANEOUS

SETTINGS

LSIG - EQUIP BREAKER WITH ADJUSTABLE LONG, SHORT AND INSTANTANEOUS

SETTINGS AND GROUND FAULT.

800 AT

GROUNDING TERMINATION POINT FOR AN EQUIPMENT GROUNDING CONDUCTOR.

CONNECTION SHALL BE MADE BY BONDING THE EQUIPMENT GROUNDING CONDUCTOR TO

THE GROUNDED SERVICE CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR.

DEDICATED NEUTRAL CONDUCTORS

DEDICATED NEUTRAL CONDUCTORS ARE REQUIRED FOR ALL 120V AND 277V BRANCH CIRCUITS. MULTIWIRE BRANCH CIRCUITS WITH

SHARED NEUTRAL CONDUCTORS ARE NOT PERMITTED.

ROUTE NO MORE THAN (3) BRANCH CIRCUIT HOMERUNS PER EACH CONDUIT RUN.

AF - AMP FRAME

AT - AMP TRIP

STRUCTURAL LEGEND

12" SLAB ON GRADE W/#5@12" ON-CENTER EACH WAY TOP AND BOTTOM. CONCRETE SHALL HAVE f'c = 5,000 PSI AIR- ENTRAINED 6%+/- 1% W/ 650 POUNDS CEMENT PER YARD AND MAXIMUM W/C = 0.40. TOP REINFORCING IN SLAB TO BE EPOXY

COATED; INCLUDING TOP DOWEL FROM FOOTING INTO SLAB.

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VA FORM 08 - 6231

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987654321 10

F

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987654321 10

Project Number

Building Number

Drawing Number

CHALMERS P WYLIE VA

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved: Project Director

Phase

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

20007

100% CONSTRUCTION

DOCUMENTS

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E-001

757-20-205

SPC CPC

CONSTRUCT GENERATOR

DOCKING STATION

12/07/2020

420 N. JAMES ROAD, COLUMBUS, OH 43219

ELECTRICAL ONE LINE LEGEND AND

GENERAL NOTES

CODES AND STANDARDS

1.

2.

DESIGN LOADS

GENERATOR ESTIMATED WEIGHT W/FUEL: 110,000 LBS

DESIGN STRESSES

CONCRETE (STRENGTH DESIGN) MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS:

CONCRETE SUBJECT TO FREEZING AND THAWING -------------------------------------------- f'c = 5,0000 PSI REINFORCING BARS (ASTM A615, GRADE 60) ----------------------------------------------------- Fy = 60,000 PSI

SOIL BEARING PRESSURE FOR FOUNDATIONS (PERIMETER TRENCH) FOOTING

ASSUMED -------------------------------------------------------------------------------------------------------- 1,500 PSF

GENERATOR PAD FOUNDATION

1.

2.

3.

4.

5.

6.

7.

8.

9.

CONCRETE CONSTRUCTION

1.

2.

3.

4.

5.

6.

7.

8.

GENERAL

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

NEW CONSTRUCTION HAS BEEN DESIGNED TO, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES

AND STANDARDS:

A: 2018 OHIO BUILDING CODE (OBC 2018)

B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.

UNLESS EXPLICITLY MODIFIED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLY WITH

PROVISIONS OF:

FOUNDATION FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH THE PRESUMPTIVE LOAD BEARING VALUES OF SOILS AS DEFINED IN OHIO BUILDING CODE SECTION 1806. CONTRACTOR SHALL HIRE A TESTING AGENCY OR GEOTECHNICAL ENGINEER TO VERIFY PRESUMED BEARING CAPACITY. CONTRACTOR SHALL SUBMIT REPORT TO THE COR PRIOR TO PLACEMENT OF FOUNDATIONS.

ELEVATION GIVEN IS TO TOP OF FOUNDATION.

GENERATOR PAD FOUNDATION MUST BE SUPPORTED ON UNDISTURBED SOIL CAPABLE OF ACHIEVING THE DESIGN SOIL BEARING PRESSURE WITHOUT APPRECIABLE SETTLEMENT. WHERE ADDITIONAL EXCAVATION IS REQUIRED TO ATTAIN THE DESIGN BEARING PRESSURE, BACKFILL THE OVER EXCAVATED AREA WITH LEAN CONCRETE UP TO THE DESIGN BEARING ELEVATION.

COMPACT ALL FILL UNDER GENERATOR PAD FOUNDATION ON GROUND TO 98% OF OPTIMUM LABORATORY DENSITY IN ACCORDANCE WITH ASTM D698 STANDARD PROCTOR METHOD. PLACE TILL IN 6" TO 8" LAYERS AND COMPACT WITH VIBRATORY TAMPING EQUIPMENT.

IN GRANULAR SOILS (SANDS AND GRAVEL) THE SOILED SHALL BE MECHANICALLY TAMPED TO A HARD SURFACE IMMEDIATELY PRIOR TO

PLACING FOUNDATION.

EXISTING FOUNDATIONS:

LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF CONSTRUCTION. COORDINATE WITH UTILITY COMPANIES FOR ANY SHUT-OFF REQUIREMENTS OF STILL ACTIVE LINES. CALL THE OHIO UTILITIES PROTECTION SERVICE AT 800-362-2764.

WHEN EXCAVATIONS APPROACH THE GROUND WATER LEVEL, THE WATER LEVEL SHALL BE LOWERED BY AN ACCEPTABLE DEWATERING SYSTEM SO THAT THE WATER LEVEL IS MAINTAINED CONTINUOUSLY A MINIMUM OF 2'-0" BELOW THE EXCAVATION.

THE BOTTOM OF FOUNDATIONS SHALL BE PROTECTED AGAINST FREEZING UNTIL BACKFILL OR OTHER PERMANENT PROTECTIVE COVER

IS IN PLACE.

ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318 AND ACI DETAILING MANUAL, EXCEPT THAT CONSTRUCTION AND REMOVAL OF FORMS AND RESHORING SHALL BE

INSPECTED BY THE CONTRACTOR'S ENGINEER.

REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVERAGE. PLACE BARS AS NEAR TO THE CONCRETE SURFACE AS THESE

MINIMA PERMIT WHEREVER POSSIBLE, UNLESS NOTED OTHERWISE.

FURNISH BAR SUPPORTS WHERE NECESSARY DURING CONSTRUCTION.

PROVIDE PIPE SLEEVES AND INSERTS IN CONCRETE WORK WHERE REQUIRED.

DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. CONTRACTOR SHALL PREPARE DETAILED PLACEMENT DRAWINGS OF ALL CONDITIONS SHOWING QUANTITY, SPACING, SIZES, CLEARANCES, LAPS, INTERSECTIONS, AND COVERAGE REQUIRED BY THE STRUCTURAL DETAILS, APPLICABLE CODE, AND TRADE STANDARDS. CONTRACTOR SHALL NOTIFY REINFORCING INSPECTOR OF ANY ADJUSTMENTS FROM TYPICAL CONDITIONS WHICH ARE PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE FIELD PLACEMENT OF

REINFORCING STEEL AND CONCRETE.

BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT BE BENT AFTER AND PORTION OF THE BAR IS ENCASED IN CONCRETE.

SPLICES (GRADE 60 DEFORMED BARS)

SEAL EXPOSED SURFACES OF CONCRETE WITH A CLEAR, NON-STAINING, WATER-BASED, PENETRATING CONCRETE SEALER. BASIS OF

DESIGN OR EQUAL:

INTERGUARD BY W.R.MEADOWS OR

AQUANIL PLUS 100 BY CHEM MASTERS.

FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION AND INSTALLATION.

ALL NEW CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND THE BUILDING CODE.

THE STRUCTURAL DRAWINGS ILLUSTRATE STRUCTURAL MEMBERS. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF THE STRUCTURAL

MEMBERS.

DRAWINGS ARE NOT TO BE SCALED.

REFER TO PLANS FOR CONDUIT, PIPES, DUCTS, EQUIPMENT, ETC. THAT MAY REQUIRE SLEEVES.

THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS WHICH IMPACT THE WORK REQUIRED.

FIELD VERIFY SIZES, ELEVATIONS, HOLE LOCATIONS, ETC. PRIOR TO FABRICATION.

THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE SCOPE OF WORK REQUIRED, VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS AND DETERMINE THE EXTENT TO WHICH THOSE CONDITIONS AND PHYSICAL

SURROUNDINGS WILL IMPACT THE WORK.

EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE DRAWINGS OR IN THE SPECIFICATIONS WITH THE A/E BEFORE

PROCEEDING WITH THE WORK.

ANY DEVIATION, MODIFICATION, OR SUBSTITUTION FROM THE APPROVED SET OF DRAWINGS SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, AND ENGINEER FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION IN THE SHOP DRAWINGS.

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES, AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE AND COMPONENTS, SOILS, OTHER STRUCTURES, AND UTILITIES MAY BE SUBJECTED DURING CONSTRUCTION. SHORING

SYSTEMS SHALL BE DESIGNED.

THE CONTRACTOR SHALL PROVIDE MEANS, METHOD, TECHNIQUES, SEQUENCE, AND PROCEDURE OF CONSTRUCTION AS REQUIRED.

THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, AND EQUIPMENT FROM DAMAGE AND SHALL PROVIDE PROPER STORAGE

FACILITIES FOR MATERIALS AND EQUIPMENT DURING CONSTRUCTION.

SITE VISITS PERFORMED BY THE A/E DO NOT CONSTITUTE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY

THE CONTRACTOR.

STRUCTURAL OBSERVATIONS PERFORMED BY THE A/E DURING CONSTRUCTION ARE NOT THE CONTINUOUS AND SPECIAL INSPECTION SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING DEPARTMENT INSPECTOR OR THE TESTING AGENCY. OBSERVATIONS ALSO DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE

CONSIDERED AS SUPERVISION OF CONSTRUCTION.

THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. THE

CONTRACTOR SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO THE A/E.

REVIEW OF THE SHOP DRAWINGS BY THE A/E SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM THE CONTRACT

DOCUMENTS.

SHOP DRAWINGS WILL NOT BE PROCESSED IF THEY ARE INCOMPLETE, LACK COORDINATION WITH RELEVANT PORTION OF CONTRACT DOCUMENTS, LACK CALCULATIONS IF REQUIRED, OR IF DEVIATIONS MODIFICATIONS, AND SUBSTITUTIONS ARE INDICATED WITHOUT

PRIOR WRITTEN APPROVAL FROM THE A/E.

NO PIPES OR DUCTS SHALL BE EMBEDDED INTO STRUCTURAL MEMBERS UNLESS SO SHOWN ON THE PLANS AND APPROVED BY THE

ENGINEER.

BAR

SIZE

#3 #4 #5 #6 #7 #8

TOP

28" 37" 47" 56" 81" 93"

OTHER

22" 29" 36" 43" 63" 72" f'c = 3000 PSI

CLASS B TENSION LAP SPLICE

TOP

28" 37" 47" 56" 81" 93"

OTHER

22" 29" 36" 43" 63" 72" f'c = 3000 PSI

TOP

24" 33" 41" 49" 71" 81"

OTHER

19" 25" 31" 37" 54" 62" f'c = 4000 PSI

TOP

28" 37" 47" 56" 81" 93"

OTHER

22" 29" 36" 43" 63" 72"

TOP

22" 29" 35" 43" 63" 72"

OTHER

17" 23" 28" 34" 49" 56" f'c = 5000 PSI

BAR

SIZE

#3 #4 #5 #6 #7 #8

TOP

22" 29" 36" 43" 63" 72"

OTHER

17" 22" 28" 33" 48" 55" f'c = 3000 PSI

CLASS A DEVELOPMENT LENGTH, Id

TOP

28" 37" 47" 56" 81" 93"

OTHER

22" 29" 36" 43" 63" 72" f'c = 3000 PSI

TOP

19" 25" 31" 37" 54" 62"

OTHER

15" 19" 24" 29" 42" 48" f'c = 4000 PSI

TOP

28" 37" 47" 56" 81" 93"

OTHER

22" 29" 36" 43" 63" 72"

TOP

17" 23" 28" 34" 49" 56"

OTHER

13" 17" 22" 26" 38" 43" f'c = 5000 PSI

Revisions Date

BID AND CONSTRUCTION 03/09/21

STRUCTURAL GENERAL NOTES

A. ACI 301-10, SPECIFICATIONS FOR STRUCTURAL CONCRETE

B. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

A. EXISTING FOUNDATIONS SHOWN ON DRAWINGS ARE APPROXIMATE. EXACT CONDITIONS MUST BE VERIFIED AT THE TIME OF

CONSTRUCTION

B. UNLESS OTHERWISE NOTED, NEW FOUNDATION SHALL NOT BEAR BELOW EXISTING FOUNDATIONS.

A. CONCRETE POURED AGAINST EARTH: 3"

B. FORMED CONCRETE IN CONTACT WITH EARTH: 2"

A. LAP ALL COMPRESSION SPLICES 30 BAR DIAMETERS OF THE LARGER BAR.

B. LAP ALL TENSION SPLICES IN ACCORDANCE WITH THE FOLLOWING TABLES. PROVIDE CLASS B TENSION LAP SPLICES UNLESS

OTHERWISE NOTED.

C. INCREASE TENSION OR COMPRESSION SPLICE LENGTHS BY THE FOLLOWING FACTORS. INCREASES ARE CUMULATIVE:

1) EPOXY-COATED TOP BARS: 1.3

2) EPOXY-COATED OTHER BARS: 1.5

D. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE BELOW.

EARTHQUAKE DESIGN DATA ----------------------------------------------------------------------------- Per ASCE 7-16 COMPONENT IMPORTANCE FACTOR (ASCE 7, 13.1.3) ------------------------------------------ Ip = 1.5 RISK CATEGORY ---------------------------------------------------------------------------------------------- IV

MAPPED SPECTRAL RESPONSE ACCELERATIONS/PARAMETERS

SHORT PERIOD ------------------------------------------------------------------------------------------------ Ss = 0.117 g 1-SECOND PERIOD ------------------------------------------------------------------------------------------- S1 = 0.061 g SITE CLASS (PER GEOTECHNICAL REPORT) ------------------------------------------------------- D

DESIGN SPECTRAL RESPONSE ACCELERATONS/PARAMETERS

SHORT PERIOD ------------------------------------------------------------------------------------------------ SDS = 0.125 g 1-SECOND PERIOD ------------------------------------------------------------------------------------------- S1 = 0.098 g SEISMIC DESIGN CATEGORY ----------------------------------------------------------------------------- C

SEISMIC DESIGN DATA

UP

Tectonic Copyright 2007

CO

D

D

D

653.1

E.3

C.3

B.8

B.5

B.2

A

A.2

B

B.4

C

D

E

F

G

1 1.8 2.6 2.7 3 4

D.4

BOILER

ROOM

CONTROL

ROOM

CORRIDOR

STORAGE

CORRIDOR

STORAGE

STORAGE

ELEC.

ROOM

EMERGENCY

PARALLEL

SWITCHGEAR

NORMAL

PARALLEL

SWITCHGEAR

BOILER

ROOM

MANAGER'S

OFFICE

VESTIBULE

JANITOR

TELE/

DATA

ROOM

TOILET

FUTURE CHILLER PLANT ADDITION

(NOT IN CONTRACT)

PSG - NORMAL

P S

G C

O N

T R

O L S

H1T1

X X

FUTURE

P S

G

E M

E R

G E

N C

Y

EXISTING CHP

BREAKER

LOCKER/SHOWER

X

X

X

X

X

X X X X XX

EXISTING CHP

CONTROL CUBICLE

X X

X

X X

X

X

XXX

X

X

X

X

FUTURE

X

FUTURE

EXISTING

FUEL OIL

SYSTEM

LOCATION OF NEW

EMERGENCY

GENERATOR CUBICLE

(SEE NEW WORK)

X

X

X

X

X

IN-GRADE ELECTRICAL BOX

XR

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

(APPROX ELEVATION

784' AT WEST END AND

781' AT EAST END PER

RECORD DRAWINGS)

EX. STORM DRAIN

EX. STORM DRAIN

X

P R

ELI

M

IN

AR

Y

N O T F

O R

C O N S

TR

U C

TIO

N

C B

LH

D E

SIG

N

IN

C

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

FOR CONSTRUCTION

Project Number

Building Number

Drawing Number

CHALMERS P WYLIE ACC

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved: Project Director

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

200073 /9

/2

:0

:5

P

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M y D o c u m e n ts

\2

F

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R lv ili m o n o v ic

Q

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.r v t

ED-101

757-20-205

SPC CPC

CONSTRUCT GENERATOR

DOCKING STATION

12/07/2020

420 N. JAMES ROAD, COLUMBUS, OH 43219

PARTIAL FIRST FLOOR AND SITE

ELECTRICAL DEMOLITION PLAN

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL FIRST FLOOR AND SITE

ELECTRICAL DEMOLITION PLAN 1N

ELECTRICAL DEMO CODED NOTES

1 EXISTING 24"SQ. CONCRETE-POLYMER, IN-GRADE ELECTRICAL BOX TO BE REMOVED AND REPLACED WITH NEW AT A NEW LOCATION. REFER TO NEW PLAN FOR ADDITIONAL INFORMATION. EXISTING CONDUITS ARE STUBBED FROM PARALLELING SWITCHGEAR LOCATION TO BOX. EXISTING ROUTING SHOWN IS FOR REFERENCE ONLY. CONDUIT IS SHOWN ROUTED STRAIGHT TO BOX BUT FIELD CONDITIONS MAY VARY AND MAY IMPACT PULLING CONDITIONS SHOULD THE CONTRACTOR ELECT TO UTILIZE THE EXISTING CONDUIT FOR THE NEW GENERATOR FEEDER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING ROUTING AND PULL CONDITIONS PRIOR TO ANY ATTEMPT TO UTILIZE EXISTING CONDUIT AND SHALL BE RESPONSIBLE FOR PULL

FAILURES AND/OR DAMAGE TO CABLE DURING PULLING.

APPROXIMATE EXISTING GROUND ROD, GROUND TEST WELL, (1) #4/0 BARE COPPER GROUND WIRE TO STRUCTURAL STEEL, AND (1) #4/0 BARE COPPER COUNTERPOISE GROUND CABLE. CONTRACTOR SHALL MAINTAIN INTEGRITY OF GROUND RING AROUND BUILDING DURING CONSTRUCTION AND REPAIR ANY

INCURRED DAMAGES.

EXISTING UNDERGROUND ELECTRICAL FEEDER FOR FUTURE CONSTRUCTION TRAILER SERVICE. FEEDER IS CURRENTLY ROUTED FROM PANEL H1N1 IN EXISTING ELECTRICAL ROOM #109 TO COLUMN 'G3' VIA OPEN AIR PORTABLE POWER CABLE. EXACT ROUTING UNDERGROUND HAS NOT BEEN VERIFIED AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL REMOVE EXISTING CABLING AND PROVIDE NEW CONDUIT FROM

PANELBOARD TO EXISTING COLUMN MOUNTED PULLBOX. CONTRACTOR SHALL EXTEND/RELOCATE

UNDERGROUND PORTION OF FEEDER TO THE SOUTH, OUTSIDE OF THE EXTENT OF THE NEW PAD. VERIFY EXISTING LOCATION AND COORDINATE DESIRED NEW TERMINATION LOCATION WITH VA COR PRIOR TO CONSTRUCTION. PROVIDE NEW CABLING FROM SOURCE TO TERMINATION LOCATION. TERMINATE CONDUIT IN A NEW CONCRETE-POLYMER, IN-GRADE SITE ELECTRICAL BOX. NEW FEEDER SHALL BE 2"C - 4#1 AND 1#8EG.

SITE UTILITY GENERAL NOTES

CONTRACTOR SHALL SUBMIT SITE UTILITY VERIFICATION SURVEY TO THE VA COR FOR REVIEW. SITE UTILITY VERIFICATION SURVEY SHALL BE PERFORMED AND THE REPORT SHALL BE SUBMITTED WITHIN 30 DAYS OF THE

CONTRACTOR'S NOTICE-TO-PROCEED.

ALL SITE UTILITIES SHALL BE IDENTIFIED WITH ADDITIONAL ATTENTION GIVEN TO LOCATIONS WHERE EXISTING UTILITIES DEVIATE FROM THE CONTRACT DOCUMENTS OR WHERE EXISTING UTILITIES IMPEDE NEW CONSTRUCTION.

THE UTILITIES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING: NATURAL GAS, IRRIGATIONS, IRRIGATION CONTROLS, ELECTRICAL, SANITARY AND STORM SEWERS, DOMESTIC WATER, ETC.

SITE UTILITY GENERAL NOTES

S1.

S2.

S3.

S4.

S5.

S6.

S7.

S8.

ALL SITE CONDUITS SHALL BE 18"-30" BELOW GRADE AND SHALL BE RIGID STEEL (MINIMUM 1"C) UNLESS OTHERWISE NOTED. CONDUITS INSTALLED UNDER PAVED DRIVE AREAS SHALL BE ENCASED IN CONCRETE - 3"

MINIMUM COVER.

PROVIDE ALL TRENCHING, BACKFILL, SAW-CUTTING, ETC. NECESSARY TO INSTALL NEW CONDUITS. PROVIDE ALL NECESSARY BACKFILL, GRAVEL, GRASS, CONCRETE, ASPHALT, ETC. TO RESTORE AREA TO EXISTING

CONDITION.

NEW ELECTRICAL CONDUIT LINES SHALL CROSS STORM SEWERS, GAS, AND WATER LINES AT

PERPENDICULAR ANGLES AND SHALL NOT RUN ADJACENT TO THEM AT ANY TIME.

MAINTAIN 12" SEPARATION BETWEEN ELECTRICAL CONDUITS AND TELEPHONE LINES.

EXISTING UNDERGROUND UTILITY AND BRANCH CIRCUITS ARE SHOWN AT APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL IDENTIFY ALL UNDERGROUND SERVICE UTILITIES BY

HAND DIGGING PRIOR TO ANY EXCAVATION.

CONTRACTOR SHALL REPAIR ANY UTILITIES DAMAGED WHILE EXCAVATING AND RESTORE SYSTEMS TO

EXISTING CONDITION.

THE CONTRACTOR SHALL NOTIFY OHIO UTILITIES PROTECTION SERVICE (PH. 1-800-362-2764) AT LEAST (48) HOURS PRIOR TO ANY EXCAVATING TO INSURE THAT PUBLIC UTILITIES WILL NOT BE DAMAGED BY CONSTRUCTION WORK. MAKE ANY ADDITIONAL NOTIFICATIONS TO OTHER UTILITIES SERVICES AS REQUIRED.

REFER TO SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS.

Revisions Date

Tectonic Copyright 2007

UP

EX GATE

CO

EX CONCRETE PVMT

EX CHAIN LINK FENCE

D

D

D

D

D

D

D D

D

UP

BOILER

ROOM

CONTROL

ROOM

CORRIDOR

STORAGE

CORRIDOR

STORAGE

112 STORAGE

ELEC.

ROOM

EMERGENCY

PARALLEL

SWITCHGEAR

NORMAL

PARALLEL

SWITCHGEAR

BOILER

ROOM

MANAGER'S

OFFICE

VESTIBULE

JANITOR

TELE/

DATA

ROOM

TOILET

FUTURE CHILLER

PLANT ADDITION

(NOT IN CONTRACT)

LOCKER/SHOWER

NEW GENERATOR

EXISTING

FUEL OIL

SYSTEM

EXISTING UNDERGROUND FUEL

STORAGE TANK

EXISTING UNDERGROUND FUEL

STORAGE TANK

EXISTING OXYGEN

STORAGE TANK

EXISTING 1750KW

EMERGENCY GENERATOR

653.1

E.3E.3

C.3 C.3

B.8B.8

B.5B.5

B.2

A

A.2

B

B.4

C

D

E

F

G

1 1.8 2 2.6 2.7 3 4

D.4D.4

IN-GRADE ELECTRICAL BOX

NEW

EP-101

EP-101

EP-102

PARKING

EX.

RETENTION POND

(APPROX ELEVATION

784' AT WEST END AND

781' AT EAST END PER

RECORD DRAWINGS)

EX. STORM DRAIN

EX. STORM DRAIN

EX. STORM DRAIN

E X

IS

T

IN

G

U N

D E

R G

R O

U N

D E

L E

C T

R

IC

A L

(F E

E D

E R

S T

O A

N D

F R

O M

M A

IN

B

U

IL

D

IN

G A

N D

E X

IS

T

IN

G

G E

N E

R A

T O

R

CORRIDOR

ELEC.

ROOM

H1NAH1N1H1EBH1EA H1EA H1E1

H1CA

H1C1

H1TC1

H1TE1

UPS-1

H1TS1

H1SAH1S1

CPDP1CPDP2

H1TN1

X

X X

X X XX X X

X

X

X

X

X

X

FUTURE FUTURE

D

2.6 2.7 3

D.4

LIGHTING

CONTROL

X

3.1

E.3

F

G

3 4

3' - 8"

12' - 0"

NEW

GENERATOR

NEW

NGRFUTURE

CONTROLS

CABINETS

X

X

X

GENERATOR INTAKE

HOOD OVERHANG

3' - 8"

/3

/3

/8

/4

/3

/4

/1

/3

/3

3' - 7 3/4"

4' - 0"

0' - 6"

1' - 1"

1' - 7"

1' - 2"

GENERATOR

FEEDER/CONTROLS

STUB-UP LOCATION

ACCESSORY

POWER STUB-

UP LOCATIONS

FUTURE

CHILLER PLANT ADDITION

(NOT IN CONTRACT)

24' - 3 1/8"

T Y

P

TYP.

S.O.G.

OUTLINE OF PERIMETER

TRENCH FOOTING (TYP.)

EDGE OF NEW GENERATOR

SUPPORT PAD 2

S-12

2' - 4 3/8"

7' - 3 3/4"

3' - 7 3/4"

1' - 2"

6"

S.O.G.

6"

CJ CJ

CJ CJ

CJ CJ

C J

C J

C J

C J

S.O.G.

6"

/3

(SAWCUT - TYP)

1' - 8"1' - 8"

EP-501

EP-501

SECTION 1 SECTION 2

X

X

X

PULLBOX

DC PANEL

BATTERY RACK

TYP.

TYP.

H1S2

H1TS2

H1EC(ABOVE)

AA

S

59459

M.P. LONG

R

E

S

O F

I

R

G E

NO

I

S

P

E

N

E

D

ERT

L EA

E I N

G

R

T

S

TEA

H

F OO

IO

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

Project Number

Building Number

Drawing Number

CHALMERS P WYLIE VA

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved: Project Director

Phase

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

20007

100% CONSTRUCTION

DOCUMENTS

/9

/2

:0

:3

P

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M y D o c u m e n ts

\2

F

F H

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R lv ili m o n o v ic

Q

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.r v t

EP-101

757-20-205

SPC CPC

CONSTRUCT GENERATOR

DOCKING STATION

12/07/2020

420 N. JAMES ROAD, COLUMBUS, OH 43219

PARTIAL SITE ELECTRICAL AND GENERATOR

LAYOUT PLANS

0' 8' 16' 32' 64'0' 8' 16' 32' 64'0' 8' 16' 32' 64'0' 8' 16' 32' 64'0' 8' 16' 32' 64'

1/16" = 1'-0"

PARTIAL FIRST FLOOR

AND SITE ELECTRICAL PLAN 1N

0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'

1/4" = 1'-0"

ENLARGED ELECTRICAL ROOM 109 PLAN 2

0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'

1/4" = 1'-0"

PARTIAL ENLARGED

SITE GENERATOR LAYOUT PLAN 3N

N

ELECTRICAL CODED NOTES

1 NEW GENERATOR CONCRETE SUPPORT PAD. FINISHED ELEVATION = 795'-0".

DIMENSIONS INDICATED ARE PER GENERATOR SHOP DRAWINGS AS RECEIVED FROM OHIOCAT IN SEPTEMBER 2020. CONTRACTOR SHALL OBTAIN THE LATEST, APPROVED GENERATOR SHOP DRAWINGS AND SHALL VERIFY DIMENSIONS WITH GENERATOR AS CONSTRUCTED PRIOR TO CONSTRUCTION OF NEW CONCRETE SUPPORT PAD. CONTACT THE VA COR SHOULD ANY DISCREPANCY ARISE BETWEEN DOCUMENTS AND GENERATOR AS-

BUILD CONDITIONS.

EXISTING BOILER PLANT BUILDING FOUNDATION AS INDICATED ON CONSTRUCTION DOCUMENTS RECORD DRAWINGS. CONTRACTOR SHALL VERIFY AS-BUILT FOUNDATIONS AND NOTIFY VA COR OF ANY DISCREPANCY PRIOR TO INSTALLATION OF NEW GENERATOR SUPPORT PAD. FOUNDATION OF PAD MUST BE ADJUSTED TO ACCOMMODATE EXISTING BUILDING FOUNDATIONS. REFER TO GENERATOR PAD DETAIL ON ELECTRICAL

DETAILS SHEET FOR ADDITIONAL INFORMATION AND WORK REQUIREMENTS.

PROVIDE PROTECTIVE STEEL BOLLARD, TYPICAL. COORDINATE LOCATIONS WITH UNDERGROUND UTILITIES.

REFER TO PROTECTIVE STEEL BOLLARD DETAIL FOR ADDITIONAL INFORMATION AND WORK REQUIREMENTS.

APPROXIMATE LOCATION OF EXISTING GENERATOR/PARALLELING EQUIPMENT REMOTE ALARM PANELS.

INSTALL NEW GENERATOR ALARM PANEL AT SAME LOCATION. COORDINATE WITH VA COR PRIOR TO ROUGH- IN. EXTEND POWER FROM LOCAL ALARM PANELS TO NEW ALARM PANEL AND CONNECT COMPLETE VIA 3/4"C -

2#12 AND 1#12 EG.

PARKING SPACES WITHIN A 50' RADIUS OF THE NEW GENERATOR SHALL BE RESTRIPED TO INDICATE NO

PARKING. COORDINATE WORK WITH THE VA COR PRIOR TO RESTRIPING.

PROVIDE WET LOCATION, LED, REMOTE HEAD, EMERGENCY LIGHTING FIXTURE FOR ABOVE THE EXTERIOR SIDE OF THE GENERATOR. LIGHTING FIXTURE SHALL HAVE TWO LED HEADS, WHITE IN COLOR. FLAME RESISTANT, IMPACT RESISTANT WITH A UNIVERSAL MOUNTING PLATE. COORDINATE MOUNTING HEIGHT IN THE FIELD PRIOR TO ROUGH-IN AND CONNECT COMPLETE TO NEW LIGHTING CIRCUIT INSIDE GENERATOR

VESTIBULE VIA 3/4"C - 2#12 AND 1#12EG.

SITE UTILITY GENERAL NOTES

S1.

S2.

S3.

S4.

S5.

S6.

S7.

S8.

ALL SITE CONDUITS SHALL BE 18"-30" BELOW GRADE AND SHALL BE RIGID STEEL (MINIMUM 1"C) UNLESS OTHERWISE NOTED. CONDUITS INSTALLED UNDER PAVED DRIVE AREAS SHALL BE ENCASED IN CONCRETE -

3" MINIMUM COVER.

PROVIDE ALL TRENCHING, BACKFILL, SAW-CUTTING, ETC. NECESSARY TO INSTALL NEW CONDUITS.

PROVIDE ALL NECESSARY BACKFILL, GRAVEL, GRASS, CONCRETE, ASPHALT, ETC. TO RESTORE AREA TO

EXISTING CONDITION.

NEW ELECTRICAL CONDUIT LINES SHALL CROSS STORM SEWERS, GAS, AND WATER LINES AT

PERPENDICULAR ANGLES AND SHALL NOT RUN ADJACENT TO THEM AT ANY TIME.

MAINTAIN 12" SEPARATION BETWEEN ELECTRICAL CONDUITS AND TELEPHONE LINES.

EXISTING UNDERGROUND UTILITY AND BRANCH CIRCUITS ARE SHOWN AT APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL IDENTIFY ALL UNDERGROUND SERVICE UTILITIES BY

HAND DIGGING PRIOR TO ANY EXCAVATION.

CONTRACTOR SHALL REPAIR ANY UTILITIES DAMAGED WHILE EXCAVATING AND RESTORE SYSTEMS TO

EXISTING CONDITION.

THE CONTRACTOR SHALL NOTIFY OHIO UTILITIES PROTECTION SERVICE (PH. 1-800-362-2764) AT LEAST (48) HOURS PRIOR TO ANY EXCAVATING TO INSURE THAT PUBLIC UTILITIES WILL NOT BE DAMAGED BY CONSTRUCTION WORK. MAKE ANY ADDITIONAL NOTIFICATIONS TO OTHER UTILITIES SERVICES AS

REQUIRED.

REFER TO SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS.

Revisions Date

BID AND CONSTRUCTION 03/09/21

J

653.1

E.3

D

E

F

G

1 1.8 2 2.6 2.7 3 4

D.4

CORRIDOR

STORAGE

STORAGE

ELEC.

ROOM

EMERGENCY

PARALLEL

SWITCHGEAR

NORMAL

PARALLEL

SWITCHGEAR

FUTURE CHILLER PLANT ADDITION

(NOT IN CONTRACT)

PSG - NORMAL

P S

G C

O N

T R

O L S

H1T1

X

X

FUTURE

GENERATOR

CUBICLE LOCATIONS

P S

G

E M

E R

G E

N C

Y

EXISTING CHP

BREAKER

X

X

X

X

X

X X X X XX

X

X

X

X

X

X

X

XX

X

XX

X

X FUTURE

X

NEW GENERATOR

NEW

NGRFUTURE

NEW EMERGENCY

GENERATOR CUBICLE

IN-GRADE

ELECTRICAL BOX

NEW

X

X

X

EP-101

GENERATOR INTAKE

HOOD OVERHANG

X

X

X

X

EXISTING CHP

GENERATOR

CONTROL CUBICLE

EP-501

X

BATTERY

RACK

X

DC

PANELBOARD

X

PULLBOX

H1S2 - 10

X

FUTURE

S

59459

M.P. LONG

R

E

S

O F

I

R

G E

NO

I

S

P

E

N

E

D

ERT

L EA

E I N

G

R

T

S

TEA

H

F OO

IO

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

Project Number

Building Number

Drawing Number

CHALMERS P WYLIE VA

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved: Project Director

Phase

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

20007

100% CONSTRUCTION

DOCUMENTS

/9

/2

:0

:0

P

M Z

M y D o c u m e n ts

\2

F

F H

C F

R lv ili m o n o v ic

Q

F F

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EP-102

757-20-205

SCP CPC

CONSTRUCT GENERATOR

DOCKING STATION

12/07/2020

420 N. JAMES ROAD, COLUMBUS, OH 43219

PARTIAL SITE ELECTRICAL PLAN

0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'0' 2' 4' 8' 16'

1/4" = 1'-0"

PARTIAL FIRST FLOOR AND SITE

ENLARGED ELECTRICAL PLAN 1N

ELECTRICAL GENERAL NOTES

CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS, MOUNTING HEIGHTS, STUB-UP LOCATIONS, AND

CONNECTION REQUIREMENTS WITH EQUIPMENT VENDOR(S) PRIOR TO ROUGH-IN.

A DEDICATED NEUTRAL SHALL BE PROVIDED FOR EACH AND EVERY 120V AND 277V BRANCH CIRCUIT. MULTI-

WIRE BRANCH CIRCUITS WITH SHARED NEUTRALS ARE NOT PERMITTED.

PROVIDE #10 SIZE CONDUCTORS FOR ALL 20A-120V CIRCUITS WITH DISTANCE LENGTHS THAT EXCEED 100 FT.

1.

2.

3.

ELECTRICAL CODED NOTES

1 NEW 24"SQ. CONCRETE-POLYMER, IN-GRADE ELECTRICAL BOX SHALL BE INSTALLED APPROXIMATELY AT LOCATION INDICATED. BOX SHALL BE CLEAR OF THE EASTERNMOST WALL OF THE PROPOSED CHILLER PLANT ADDITION TO ACCOMMODATE A SECOND GENERATOR PAD. EXTEND EXISTING 4" CONDUITS THAT STUB FROM PARALLELING SWITCHGEAR ROOM TO NEW BOX, PROVIDE NEW PULLWIRE AND CAP. EXISTING CONDUIT BURIAL DEPTH IS UNKNOWN. CONTRACTOR SHALL COORDINATE NEW DUCT BANK BURIAL WITH EXISTING

CONDUITS.

NEW EMERGENCY GENERATOR (2MVA, 13.2kV-3∅-3W, DIESEL) SHALL BE FURNISHED BY OWNER AND

INSTALLED BY CONTRACTOR. PROVIDE NEW CONCRETE MOUNTING PAD PER DETAILS, INSTALL NEW

GENERATOR AND CONNECT COMPLETE TO EXISTING PARALLELING SWITCHGEAR AND CONTROLS.

CONTRACTOR SHALL OBTAIN GENERATOR PURCHASE INFORMATION FROM THE VA COR AND RETAIN GENERATOR AND PARALLELING EQUIPMENT MANUFACTURERS AS NECESSARY TO INSTALL, CONNECT

COMPLETE, PROGRAM, AND TEST GENERATOR PER DRAWINGS AND SPECIFICATIONS.

EXISTING COMBINED HEATING AND POWER (CHP) GENERATOR BREAKER SECTION IN EXISTING NORMAL PARALLELING SWITCHGEAR (PSG-N). CONTRACTOR SHALL REMOVE CIRCUIT BREAKER ASSEMBLY FROM EXISTING SECTION FOR USE IN NEW EMERGENCY GENERATOR SECTION. MAINTAIN EXISTING RELAYS AND

ACCESSORIES IN CHP GENERATOR SECTION FOR FUTURE USE.

PROVIDE NEW EMERGENCY GENERATOR SECTION AND CONNECT COMPLETE TO EXISTING EMERGENCY PARALLELING SWITCHGEAR. NEW SECTION SHALL MATCH EXISTING GENERATOR SECTION (DRAW-OUT, POWER CIRCUIT BREAKER WITH ELECTRONIC POWER METER). EXISTING SWITCHGEAR IS RUSSELECTRIC.

PROVIDE NEW RELAYS, ACCESSORIES AND PROGRAMMING AS REQUIRED TO CONNECT NEW EMERGENCY GENERATOR COMPLETE. REFER TO ELECTRICAL ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION AND

WORK REQUIREMENTS.

PROVIDE NEW NEUTRAL GROUND RESISTOR (NGR) IN A OUTDOOR, NEMA 3R ENCLOSURE. PAD MOUNT NGR ADJACENT TO GENERATOR ENCLOSURE AND CONNECT COMPLETE TO CONCRETE-ENCASED GROUNDING

ELECTRODE (GENERATOR SUPPORT PAD) AND GENERATOR'S NEUTRAL CONNECTION. NGR SHALL:

• BE 13.2KV RATED,

• BE 76.2 OHMS RESISTANCE,

• BE 100A CURRENT RATING,

• HAVE 15KV (200:5 RATIO) CURRENT TRANSFORMER,

• HAVE MAXIMUM ON TIME OF 10 SECONDS,

• HAVE MAXIMUM TEMPERATURE RISE OF 760 DEG C.

• HAVE AN ENCLOSURE HEATER (APPROX. 100W) FOR CONDENSATION MITIGATION

• BASIS OF DESIGN OR EQUAL: ASCO POWER TECHNOLOGIES

CONTRACTOR SHALL RETAIN RUSSELECTRIC FOR PROGRAMMING OF THE NEW PARALLELING SWITCHGEAR

SECTION AND REPROGRAMMING OF THE EXISTING PARALLELING SWITCHGEAR TO CONNECT NEW

EMERGENCY GENERATOR COMPLETE AND PARALLEL/LOAD SHARE WITH EXISTING 1750KW GENERATOR.

ROUTE POWER AND CONTROL CONDUITS FROM CEILING SPACE OF EXISTING BOILER PLANT, DOWN EXTERIOR WALL TO BELOW CONCRETE SLAB AND OVER TO STUB-UP LOCATION WITHIN GENERATOR ENCLOSURE.

COORDINATE EXACT STUB-UP LOCATION WITH GENERATOR MANUFACTURER PRIOR TO ROUGH-IN. SLEEVE CONDUITS THROUGH NEW SLAB FOOTERS AS REQUIRED. CONDUITS AND BOXES SHALL BE MOUNTED AS HIGH AS POSSIBLE IN BOILER PLANT CEILING SPACE TO ALLOW FOR FUTURE FLOOR MOUNTED EQUIPMENT TO BE INSTALLED BELOW AND FUTURE CONDUITS TO BE ROUTED DOWN TO EQUIPMENT. PROVIDE FLEXIBLE INNER DUCT IN CONTROLS CONDUITS TO SEPARATE CONTROLS BY TERMINATION LOCATION AND PRESERVE

SPACE FOR FUTURE PULLS. PROVIDE PULL WIRE IN SPARE INNER DUCT(S)

FUTURE CONDUIT AND WIRING AS INDICATED ON GENERATOR CONTROL DIAGRAM FOR FUTURE CONNECTION TO FUEL OIL TRANSFER SYSTEM. PROVIDE 2" CONDUIT PENETRATION THROUGH WALL WITH PULLWIRE AND SEAL FOR FUTURE EXTENSION. NEW GENERATOR SHALL BE CONNECTED TO FUEL OIL TRANSFER SYSTEM

UNDER A FUTURE PROJECT.

PROVIDE FEEDERS FROM EXISTING EQUIPMENT AND LIFE SAFETY PANELBOARDS TO NEW PANELBOARD AND TRANSFORMER, RESPECTIVELY, THAT ARE PROVIDED WITH GENERATOR ENCLOSURE. REFER TO ONE-LINE DIAGRAM FOR FEEDER SIZING. COORDINATE STUB UP LOCATION WITH GENERATOR MANUFACTURER.

ROUTE CONDUIT TO NEW GENERATOR ANNUNCIATOR PANEL AND CONNECT COMPLETE. REFER TO

GENERATOR CONTROLS DIAGRAM FOR SIZING AND CONDUCTORS. REFER TO DRAWING EP-101 FOR

PROPOSED ANNUNCIATOR LOCATION.

PROVIDE 12"(L) x 12"(W) x 24"(H) (MINIMUM) NEMA 4X RATED PULLBOX FOR GENERATOR POWER IN LOCATION INDICATED ON PLANS. PULLBOX IS SIZED BASED ON A MEDIUM VOLTAGE CABLE WITH A 12" MINIMUM BENDING RADIUS. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE BENDING RADIUS OF THE APPROVED MEDIUM VOLTAGE CONDUCTOR PRIOR TO CONSTRUCTION AND MODIFY PULLBOX SIZE AS REQUIRED PER NEC.

COORDINATE THE EXACT CONDUIT ROUTE PRIOR TO INSTALLATION.

PROVIDE 28"(L) x 12"(W) x 28"(H) (MINIMUM) NEMA 4X RATED PULLBOX FOR GENERATOR CONTROL WIRING IN LOCATION INDICATED ON PLANS. PROVIDE FLEXIBLE INNER DUCT IN CONTROLS CONDUITS TO SEPARATE CONTROLS BY TERMINATION LOCATION AND PRESERVE SPACE FOR FUTURE PULLS. PROVIDE PULL WIRE IN

SPARE INNER DUCT(S). COORDINATE THE EXACT CONDUIT ROUTE PRIOR TO INSTALLATION.

PROVIDE 9"(L) x 4"(W) x 9"(H) (MINIMUM) NEMA 4X RATED PULLBOX FOR PANELBOARD FEEDERS IN LOCATION

INDICATED ON PLANS. COORDINATE THE EXACT CONDUIT ROUTE PRIOR TO INSTALLATION.

Revisions Date

BID AND CONSTRUCTION 03/09/21

WALL SECTION

FLOOR SECTION

WHERE CONDUIT, CABLES AND OTHER COMPONENTS PASS THROUGH FIRE OR SMOKE RATED WALLS OR FLOORS, PROVIDE NON-ASBESTOS SEAL ASSEMBLIES CLASSIFIED BY U.L. TO PROVIDE FIRE BARRIERS EQUAL TO OR GREATER THAN THE TIME RATING OF THE CONSTRUCTION BEING PENETRATED, WITH APPROPRIATE MATERIALS AND SYSTEMS THAT COMPLY WITH APPLICABLE CODES AND THAT HAVE BEEN TESTED IN ACCORDANCE WITH U.L.

1479 OR ASTM E814.

GROUT, MORTAR OR GYPSUM BASED PRODUCTS SHALL NOT BE INSTALLED IN LIEU OF FIRESTOPPING

MATERIALS AND U.L. SYSTEMS.

FOR SLEEVED PENETRATIONS, FIRESTOP ANNULAR SPACE, IF ANY, BETWEEN SLEEVE AND ADJACENT

CONSTRUCTION TO MEET U.L. SYSTEM REQUIREMENTS. SEE NOTE 2 ABOVE.

THIS CONTRACTOR SHALL FIRESTOP ALL MISCELLANEOUS OPENINGS IN FIRE-RATED CONSTRUCTION

RESULTING FROM HIS WORK.

CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWINGS TO ENGINEER, INCLUDING U.L. RATED SYSTEM

NUMBER AND DETAIL FOR EACH TYPE OF PENETRATION AND CONFIGURATION.

SLEEVES USED FOR CABLE RISERS THROUGH FLOORS OR WALLS SHALL BE INSTALLED PER THE ABOVE FLOOR OR WALL SECTIONS. IN ADDITION, FIRESTOP MATERIAL SHALL BE PROVIDED INSIDE SLEEVE AFTER

CABLES ARE COMPLETELY INSTALLED.

PIPE SLEEVE

FURNISH AND INSTALL FIRESTOP

MATERIALS IN ACCORDANCE WITH

APPROPRIATE U.L. SYSTEMS TO

MAINTAIN FIRE RESISTANCE RATING

PENETRATING CONDUIT, ETC.

FLOOR SLAB; SEE

ARCHITECTURAL DRAWINGS

FOR FLOOR CONSTRUCTION

AND FIRE RATING

DAMMING MATERIAL

(PER U.L. TESTED SYSTEM DESIGN)

SEE ARCHITECTURAL DRAWINGS FOR

WALL CONSTRUCTION AND FIRE RATING

PENETRATING CONDUIT, ETC.

FURNISH AND INSTALL FIRESTOP MATERIALS IN

ACCORDANCE WITH APPROPRIATE U.L. SYSTEMS

TO MAINTAIN FIRE RESISTANCE RATING

SEAL JOINT BETWEEN SLEEVE AND FLOOR

SLAB WITH MIN. 1/2" BEAD FIRESTOP CAULK

PIPE SLEEVE (SLEEVE TO EXTEND 2" ABOVE

FLOOR IN MECHANICAL EQUIPMENT

ROOMS.)

1.

2.

3.

4.

5.

6.

GENERAL NOTES

NOT TO SCALE

FIRESTOPPING FOR PENETRATIONS DETAIL

3"

CLR.

1'-8"

(MIN. TYP.)

4'-0" +/-

FROM EXISTING

COLUMN LINE '3'

M

IN

F

R O

M T

O P

O F

G R

A D

E

C L R

3"

CLR.

1'-8"

(MIN. TYP.)

REINF. - SEE SECTION 2

S-12

EXISTING

WALL

6" THICK

SLAB ON GRADE

1/2" FLEXIBLE

JOINT FILLER

12" COMPACTED

FREE DRAINING

GRANULAR FILL

EXISTING

GRADE BEAM

S-12

SECTION 1 SECTION 2

NOT TO SCALE

EXISTING WALL

REINFORCEMENT

3'-0" +/-

APPROXIMATE

OUTLINE OF EX.

PILECAP BEYOND

HOLD 6"

CLEAR

GENERATOR

C L R

. REINF. DETAIL -

SEE STRUCTURAL LEGEND

3" CLR

COMPACTED SUB BASE

#5@12"

4' 2'

EXISTING S.O.G.

1'-4" +/-

GENERATOR - CONTRACTOR IS

RESPONSIBLE FOR UNLOADING

AND ANCHORING TO PAD

3 - #5

CONT.

6" Ø PIPE BOLLARD.

PAINT OWNER APPROVED COLOR

FILL WITH CONCRETE

AND CONE TOP

POURED CONCRETE BASE.

DO NOT FORM BELOW GRADE.

/2

GRADE

NOT TO SCALE

(4) CONCRETE BRICKS 2"x8"x16"

CONDUIT(S) WITH BELL ENDS

(TYP). SIZE, QUANTITY AND

WIRING AS INDICATED ON

PLANS

CLEAN 3/4" CRUSHED ROCK

GRADE,FEATHER, AND TAMPED

BACKFILL TO CREATE FLUSH

INSTALLATION AND POSITIVE

DRAINAGE AWAY FROM BOX

V A

R

IE

S

PULLBOX (SEE PLANS)

12"

NOT TO SCALE NOT TO SCALE

CONDUIT SCHEDULE (X-X)

TAG SIZE FROM TO

FOR

' M

IN

IM

U M

FINISHED PAD ELEVATION

RIGID STEEL

CONDUIT

(TYPICAL)

PROVIDE DETECTABLE

UNDERGROUND TAPE.

TAPE SHALL READ

"CAUTION BURIED

ELECTRICAL LINE",

6" WIDE.

PREMIUM FILL

UNDER CONCRETE

SLAB ON GRADE

7.5" 6"

4 532

7.5"7.5"

CONCRETE

GENERATOR

SUPPORT PAD

6" 7.5"

PSG-E

NEW GEN. CUBICLE

GENERATOR

MAIN

1-1/2" H1SA

GEN. ACC.

STUB UP

4"

PSG CONTROLS

GENERATOR

ENCLOSURE

4"

INTERIOR OF

BOILER PLANT

GENERATOR

ENCLOSURE

4"

GENERATOR

OUTPUT

PRIMARY GEN.

ACC. XFMR FEED

FUEL CONTROLS *

GENERATOR

CONTROLS

1-1/2" H1EA

GEN. ACC.

STUB UP

480V GEN. ACC.

PANEL FEED

* - CONDUIT PROVIDED FOR FUTURE FUEL OIL TRANSFER SYSTEM.

PROVIDE (4) 1.5" INNER DUCT WITH (1) PULLWIRE IN EACH. UP TO (2)

INNER DUCTS MAY BE USED FOR GENERATOR CONTROLS OVERFLOW

WIRING AS NECESSARY. MAINTAIN (2) SPARE INNER DUCT FOR

FUTURE USE.

S

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M.P. LONG

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VA FORM 08 - 6231

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987654321 10

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987654321 10

Project Number

Building Number

Drawing Number

CHALMERS P WYLIE VA

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved: Project Director

Phase

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

20007

100% CONSTRUCTION

DOCUMENTS

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M y D o c u m e n ts

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EP-501

757-20-205

SPC CPC

CONSTRUCT GENERATOR

DOCKING STATION

12/07/2020

420 N. JAMES ROAD, COLUMBUS, OH 43219

ELECTRICAL DETAILS AND PANELBOARD

SCHEDULES

FIRE STOPPING DETAIL 1 GENERATOR PAD SECTION DETAIL 2

PROTECTIVE STEEL BOLLARD DETAIL 3 UNDERGROUND CONCRETE PULLBOX 4

GENERATOR DUCT BANK DETAIL 5

Total New Demand Amps: 35 A

Total New Amps: 35 A 35 A 35 A

Total New Load: 9.7 kVA 9.7 kVA 9.7 kVA

41 SPARE 20 A 1 0.0 9.7 42

39 SPARE 20 A 1 0.0 9.7 40

37 SPARE 20 A 1 0.0 9.7

3 60 A H1EC

35 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 36

33 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 34

31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 32

29 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 30

27 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 28

25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26

23 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 24

21 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 22

19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20

17 SPARE 20 A 1 0.0 0.0 18

15 SPARE 20 A 1 0.0 0.0 16

13 SPARE 20 A 1 0.0 0.0

3 15 A

EXISTING DA-1

PUMP #3

11 SPARE 20 A 1 0.0 0.0 12

9 SPARE 20 A 1 0.0 0.0 10

7 SPARE 20 A 1 0.0 0.0

3 15 A

EXISTING DA-1

PUMP #2

5 0.0 0.0 6

3 0.0 0.0 4

ROP-1 15 A 3

0.0 0.0

3 15 A

EXISTING DA-1

PUMP #1

CKT Circuit Description Trip Poles

A

(KVA)

B

(KVA)

C

(KVA)

Poles Trip Circuit Description CKT

Comments: EX PANEL A.I.C Rating: 65,000

Mounting: Surface Main: MLO

Location: ELEC. ROOM 109 OCP: 400 A

H1EB-480/277 Wye-3Φ-4W

Total New Demand Amps: 35 A

Total New Amps: 35 A 35 A 35 A

Total New Load: 9.7 kVA 9.7 kVA 9.7 kVA

11 3.0 0.0 12

9 3.0 0.0 10

ENCLOSURE

SPACE HEATER #1

20 A 3

3.0 0.0

3 60 A SPARE

5 3.3 3.3 6

3 3.3 3.3 4

ENCLOSURE

SPACE HEATER #1

20 A 3

3.3 3.3

3 20 A

GEN. JACKET

WATER HEATER

CKT Circuit Description Trip Poles

A

(KVA)

B

(KVA)

C

(KVA)

Poles Trip Circuit Description CKT

Comments: PROVIDED WITH GEN. A.I.C Rating: 65,000

Mounting: Surface Main: MAIN LUG ONLY

Location: OCP: 100 A

H1EC-480/277 Wye-3Φ-4W

Total New Demand Amps: 4 A

Total New Amps: 5 A 5 A 5 A

Total New Load: 1.3 kVA 1.5 kVA 1.4 kVA

29 0.0 1.4 30

27 0.0 1.5 28

EX. XFMR H1S1 30 A 3

0.0 1.3

3 60 A H1TSB

23 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 24

21 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 22

19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20

17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18

15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16

13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14

11 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 12

9 SPARE 20 A 1 0.0 0.0 10

7 SPARE 20 A 1 0.0 0.0

2 25 A

EX. BATTERY

CHARGER #2

5 SPARE 20 A 1 0.0 0.0 6

3 EX. LIGHTING 20 A 1 0.0 0.0

2 25 A

EX. BATTERY

CHARGER #1

1 EX. LIGHTING 20 A 1 0.0 0.0 1 20 A EX. LIGHTING 2

CKT Circuit Description Trip Poles

A

(KVA)

B

(KVA)

C

(KVA)

Poles Trip Circuit Description CKT

Comments: EX PANEL A.I.C Rating: 65,000

Mounting: Surface Main: MAIN LUG ONLY

Location: ELEC. ROOM 109 OCP: 100 A

H1SA-480/277 Wye-3Φ-4W

Total New Demand Amps: 10 A

Total New Amps: 11 A 12 A 11 A

Total New Load: 1.3 kVA 1.5 kVA 1.4 kVA

17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18

15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16

13 GEN. BATT. CHRGR 20 A 1 0.5 0.0 1 20 A SPARE 14

11 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 12

9 SPARE 20 A 1 0.0 0.1 1 20 A NGR HTR 10

7 GEN. LOUVERS 20 A 1 0.4 0.4 1 20 A GEN. RECS 8

5 OTHER 20 A 1 0.4 1.0 6

3 GEN. RECS 20 A 1 0.4 1.0

2 20 A GEN. SPACE HTR

1 GEN. E. LTG 20 A 1 0.0 0.1 1 20 A GEN. LTG 2

CKT Circuit Description Trip Poles

A

(KVA)

B

(KVA)

C

(KVA)

Poles Trip Circuit Description CKT

Comments: PROVIDED WITH GEN A.I.C Rating: 10,000

Mounting: Surface Main: MCB

Location: OCP: 100 A

H1S2-120/208 Wye-3Φ-4W

# ONE-LINE CODED NOTES

1 REMOVE (3) EXISTING 20A-1P CIRCUIT BREAKERS AND PROVIDE (1) NEW 60A-3P CIRCUIT BREAKER IN EXISTING

LIFE SAFETY PANEL AND CONNECT COMPLETE TO DISCONNECT ON THE PRIMARY SIDE OF THE

TRANSFORMER PROVIDED WITH GENERATOR.

REMOVE (3) EXISTING 20A-1P CIRCUIT BREAKERS AND PROVIDE (1) NEW 60A-3P CIRCUIT BREAKER IN EXISTING ESSENTIAL EQUIPMENT PANEL. CONNECT COMPLETE TO NEW PANELBOARD PROVIDED WITH GENERATOR.

PANELBOARDS ARE PROVIDED WITH GENERATOR ENCLOSURE. CONNECTED LOADS ARE PRE-WIRED.

INFORMATION HAS BEEN…