36E77619B0008-0003006.pdf

CABLE INSTALLATION GENERAL NOTES

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www.bancroft-ae.com Bancroft-AE Project No. 17-119 www.bancroft-ae.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

100% CONSTRUCTION

DOCUMENTS FOR BID

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

STAMP UPGRADE FOR USP 800 PHARMACY

COMPOUNDING REQUIREMENTS

4300 WEST 7TH STREET, LITTLE ROCK, AR 72205

598-18-102

06-21-201935% SCHEMATIC DESIGN SUBMITTAL 08-07-2018

65% DESIGN DEVELOPMENT SUBMITTAL 09-25-2018

65% DESIGN DEVELOPMENT RE-SUBMITTAL 11-03-2018

95% CONSTRUCTION DOCUMENT PROGRESS SUBMITTAL 01-18-2019

100% CONSTRUCTION DOCUMENTS- PROGRESS SET 02-28-2019

BID DOCUMENTS- NOT FOR CONSTRUCTION 05-24-2019

100% CONSTRUCTION DOCUMENTS FOR BID 06-21-2019

1 BID CLARIFICATION 08-23-2019

2 BID CLARIFICATION 08-26-2019

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ROOM GA106

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ROOM 1A119

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GROUND FLOOR

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FIRST FLOOR

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SECOND FLOOR

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THIRD FLOOR

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FOURTH FLOOR

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FIFTH FLOOR

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SIXTH FLOOR

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SEVENTH FLOOR

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ROOF

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TRASH ROOM 2A127

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TRASH ROOM 4A128

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TRASH ROOM 5A130

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TRASH ROOM 6A128

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TRASH ROOM 7A136

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8#500KCM+2#1G(2) 4"C

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SWGR-EEFA

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90° BEND GD123SPLICE POINT

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ROOM GD134

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90° BEND

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90° BEND

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90° BEND

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SWGR-G

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NEW ATS

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(2) 90° BEND INROOM 2A127

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(2) 90° BEND BELOWROOM 4A128

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8#500KCM+2#1G-4"C

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90° BEND AT

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8#500KCM+2#1G-4"C

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90° BEND AT ATS

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ROOM 7D131

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PENTHOUSE

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PANEL 8QL3

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PANEL 8QH1

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8#500KCM+2#1G-4"C

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(2) 90° BEND BELOWPENTHOUSE

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90° BEND COLUMNS

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90° BEND COLUMNS

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90° BEND COLUMNS INROOM 7A136

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90° BEND COLUMNS

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7QL3

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7QL3A

AutoCAD SHX Text NOTE: THE SIMPLIFIED SINGLE LINE DIAGRAM IS PROVIDED TO HELP THE CONTRACTOR THE SIMPLIFIED SINGLE LINE DIAGRAM IS PROVIDED TO HELP THE CONTRACTOR THE SIMPLIFIED SINGLE LINE DIAGRAM IS PROVIDED TO HELP THE CONTRACTOR CONFIGURE THE FINAL CONDUIT AND CABLE INSTALLATION. A. CONTRACTOR TO OBTAIN CABLE MANUFACTURER'S CABLE PULLING TENSION CONTRACTOR TO OBTAIN CABLE MANUFACTURER'S CABLE PULLING TENSION AND SIDEWALL PRESSURE RATINGS. B. CONTRACTOR TO MEASURE AND RECORD PULLING TENSION. CONTRACTOR TO MEASURE AND RECORD PULLING TENSION. C. SUGGEST THAT CONTRACTOR UTILIZE FACTORY ELBOWS WHERE POSSIBLE SUGGEST THAT CONTRACTOR UTILIZE FACTORY ELBOWS WHERE POSSIBLE TO REDUCE PULLING TENSIONS. D. BASED ON THE FINAL INSTALLATION CONFIGURATION AND MANUFACTURER'S BASED ON THE FINAL INSTALLATION CONFIGURATION AND MANUFACTURER'S PULLING AND SIDEWALL PRESSURE, CONTRACTOR CAN ADD SPLICE POINTS AS REQUIRED. E. THOMAS BETTS OR EQUIVALENT LONG BARREL 600V SPLICE CONNECTORS THOMAS BETTS OR EQUIVALENT LONG BARREL 600V SPLICE CONNECTORS ARE RECOMMENDED. CAT. NO. 54818 FOR 500KCML. F. EACH SPLICE SHALL BE RESISTANCE TESTED AND DOCUMENTED ON EACH SPLICE SHALL BE RESISTANCE TESTED AND DOCUMENTED ON CERTIFIED TEST REPORT. RESISTANCE OF EACH SPLICE SHALL BE LESS THAN THE RESISTANCE OF THE CABLE. G. SEAL AND INSULATE EACH SPLICE WITH T&B NO HS500-1000L OR SEAL AND INSULATE EACH SPLICE WITH T&B NO HS500-1000L OR EQUIVALENT HEAT SHRINK. H. SEE DRAWING E602 FOR PURCHASE SPECIFICATIONS FOR ATS AND 480V SEE DRAWING E602 FOR PURCHASE SPECIFICATIONS FOR ATS AND 480V SWITCHGEAR BREAKERS. I. SEE DRAWING E703A FOR NEW EQUIPMENT SPECIFICATIONS.SEE DRAWING E703A FOR NEW EQUIPMENT SPECIFICATIONS.

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TRASH ROOM

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TRASH ROOM

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NEW PNL

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TR NEW

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150 KVA

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600A MAIN

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ELECTRICAL- SECONDARY DISTRIBUTION SINGLE LINE DIAGRAM

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WG

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EC

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ARCHITECT & ENGINEERS:

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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VA CONTRACT NO: 36C25618D0004

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CONSULTANT: