Att 12 Volume 12 - Fiber_Combined.pdf

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Y1DA--538-21-701 EHRM Infrastructure Upgrades Construction Chillicothe, OH (VA-23-00066755)
Solicitation number
36C77623B0058
Issued by

About this file

This document provides details for a federal contract opportunity to provide EHRM Infrastructure Upgrades Construction for the Department of Veterans Affairs in Chillicothe, Ohio. The solicitation number is 36C77623B0058 and seeks to award a contract to support upgrading infrastructure at the Chillicothe VA medical center including installing new fiber cabling as indicated by the related 11MB file titled "Att 12 Volume 12 - Fiber_Combined.pdf". Responses are due by the date listed on the Solicitation Number Y1DA--538-21-701 posted by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. The opportunity type is listed as a Solicitation and additional details on required products, services, pricing, response dates, or terms are not provided in this high-level summary document.

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File Type Posted
Abstract of offers - Chillicothe Bid Opening 01172024 signed.pdf PDF
S06 - Amendment 0009 Bid Opening.pdf PDF
S06 - Amendment 0008 Extend due date to 01172024.pdf PDF
S06 - 36C77623B0058 0007.pdf PDF
S06 - Amendment 0007 Att 10 - 14.063_024-EP100 - ELECTRICAL PLAN - BASEMENT FLOOR.pdf PDF
S06 - Amendment 0007 Att 13 - 14.116_E616.31 - PANELBOARD SCHEDULES.pdf PDF
S06 - Amendment 0007 Att 4 - Chiillicothe VA Lead Paint Survey Report.pdf PDF
S06 - Amendment 0007 Att 7 - 000-TS100 - CAMPUS TECHNOLOGY SITE PLAN.pdf PDF
S06 - Amendment 0007 Att 6 - 000-TN500 - TECHNOLOGY DETAILS.pdf PDF
S06 - Amendment 0007 Att 3 - 2023-01 AHERA.pdf PDF
S06 - Amendment 0007 Att 11 - 14.077_031-EP100 - ELECTRICAL PLAN - GROUND FLOOR.pdf PDF
S06 - Amendment 0007 Att 16 - 026-TN100 - BASEMENT PLAN -TECHNOLOGY.pdf PDF
S06 - Amendment 0007 Att 14 - 018-TN209 - TECHNOLOGY ENLARGEMENT.pdf PDF
S06 - Amendment 0007 Att 8 - 13.038_030-MD101 - MECHANICAL DEMOLITION PLAN - FIRST FLOOR.pdf PDF
S06 - Amendment 0007 Att 12 - 14.080_035-EP100 - ELECTRICAL PLAN - BASEMENT.pdf PDF
S06 - Amendment 0007 Att 1 Technical questions Round 2 responses.pdf PDF
S06 - Amendment 0007 Att 2 - Final SWP3.pdf PDF
S06 - Amendment 0007 Att 15 - 018-TN210 - TECHNOLOGY ENLARGEMENT.pdf PDF
S06 - Amendment 0007 Att 5 - 000-TN400 - TECHNOLOGY RISER DIAGRAMS.pdf PDF
S06 - Amendment 0007 Att 9 - 14.062_023-EP101 - ELECTRICAL PLAN - FIRST FLOOR.pdf PDF
Amendment 0006 36C77623B0058.pdf PDF
Amendment 0005 36C77623B0058.pdf PDF
Amendment 0005 - Attachment Addendum 1.zip ZIP file
Amendment 0005 - Attachment - Vendor Questions_Responses final.pdf PDF
Amendment 0004 36C77623B0058.pdf PDF
Amendment 0003 36C77623B0058.docx DOCX document
Att 10 Volume 10 - Technology_Combined.pdf PDF
Att 8 Volume 8 - Electrical_Combined.pdf PDF
Att 6 Volume 6 - Mechanical_Combined.pdf PDF
Att 9 Volume 9 - Electrical_Combined.pdf PDF
Att 13 Volume 13 - Fiber_Combined.pdf PDF
Att 4 Volume 4 - Architectural_Combined.pdf PDF
Att 5 Volume 5 - Fire Suppression_Combined.pdf PDF
Att 14 S04 - Site Visit sign in 10-11-2023.pdf PDF
Att 7 Volume 7 - Mechanical_Combined.pdf PDF
Att 11 Volume 11 - Technology_Combined.pdf PDF
Att 3 Volume 3 - Architectural_Combined.pdf PDF
Att 2 Volume 2 - Civil_Combined (1).pdf PDF
36C77623B0058 0002.docx DOCX document
Att 1 Volume 1 - General and Civil_Combined.pdf PDF
DBA Wage Rates Construction - Ross Cty.pdf PDF
36C77623B0058 0001.docx DOCX document
Attachment 04 - DBA Wage Determination.pdf PDF
Updated _Specifications_Combined.pdf PDF
Attachment 08 - SOW attach Volume 1 Part 3.pdf PDF
Attachment 09 - SOW attach Volume 1 Part 4.pdf PDF
Attachment 04 - Wage Rate Determination - Chillicothe.pdf PDF
Attachment 11 - SOW attach Volume 1 Part 6.pdf PDF
Attachment 19 - SOW attach Volume 3 Part 4.pdf PDF
Attachment 17 - SOW attach Volume 3 Part 2.pdf PDF
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N

N

CHILLICOTHE VA MEDICAL CENTER

PROJECT NUMBER: 538-21-701

DEPARTMENT OF VETERANS AFFAIRS

273 STATE ROUTE 104, CHILLICOTHE, OHIO 45601

EHRM INFRASTRUCTURE UPGRADES

SHEET NAMING EXAMPLE:

BUILDING NUMBER

DISCIPLINE

SHEET TYPE

FLOOR NUMBER

ZONE LOCATION ON FLOOR

100-AE101.1

G E N E R A L N O T E S

A. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE

EXISTING FACILITY. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS

PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL EXAMINE

EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE

IMMEDIATE ATTENTION OF THE C.O.R. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF

EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. MAINTAIN EXIT EGRESS PATHS

TO EXISTING EXIT DOORS DURING CONSTRUCTION.

B. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE

AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF

THE PROJECT.

C. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE

DISRUPTIONS OF NORMAL FUNCTIONS OF THE VA'S OCCUPIED AREAS.

D. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE

SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN

APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT

ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED

SPACES.

E. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO AREAS THAT ARE IN OPERATION AND

SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES

WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE

C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR

UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

F. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S

AREAS ADJACENT TO NEW CONSTRUCTION OR AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR

EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE

CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL

CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

G. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO

PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF

THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

H. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL

STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.

I. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED FOR RETENTION, SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING

FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

J. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS

WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER

TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR

AND SUBCONTRACTORS SHALL COORDINATE WITH ALL OTHER DISCIPLINES.

K. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED

AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

L. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND

OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE

EXISTING MATERIALS OR AS NOTED ON DRAWINGS. IF THE PATCH IS TO BE MADE IN FIRE RATED

CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED

TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

M. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE

SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO

BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE

PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

N. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE

ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE

EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

O. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK.

DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW

WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

P. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE

SAFE'D TO ACHIEVE THE REQUIRED FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH

DAY.

Q. NEW HOLES IN EXISTING ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE

EXISTING STRUCTURE SO THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

R. UNLESS OTHERWISE NOTED, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING

SALVAGED STOCK BEFORE ORDERING NEW MATERIAL.

E X I S T I N G F A C I L I T I E S:

A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

B. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF

WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S

INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

C. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE C.O.R. PRIOR TO PROCEEDING

WITH WORK.

D. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR

BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE C.O.R. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL

WRITTEN CLARIFICATION FROM THE ARCHITECT/ENGINEER IS RECEIVED.

E. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE

PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.

F. ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR

EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS

ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM

STANDARD OF QUALITY.

G. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR

CONSTRUCTION.

H. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING THE ADHERENCE TO

OSHA REGULATIONS.

I. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE

WHERE THIS PROJECT IS LOCATED.

J. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS FOR REMOVAL.

DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER

SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS.

COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE

IN OR AROUND THE CONSTRUCTION SITE.

K. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, EXACT SIZE AND LOCATION OF ALL

ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE

ASSOCIATED SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

L. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH

FACE OF CONSTRUCTION.

M. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

N. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND APPLY SEALANT.

O. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE'D IN ACCORDANCE WITH

THE SPECIFICATIONS. IF FLOOR OR RATED WALL PENETRATIONS CANNOT BE FIRESTOPPED AT THE END

OF THE WORK SHIFT DUE TO THE NEED TO PULL ADDITIONAL CABLES, TEMPORARY FIRESTOPPING

COMPOSED OF MINERAL WOOL SHOULD BE INSTALLED IN THE PENETRATION TO PROVIDE PROTECTION

AGAINST FIRE/SMOKE SPREAD THROUGH THE UNSEALED PENETRATION.

P. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING

ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, AND C.O.R. PRIOR TO CONSTRUCTION.

Q. REFER TO SHEET AE601 FOR SCHEDULES AND PARTITION TYPES.

N E W W O R K:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/F F

E

C h ill ic o th e

E H

R M

C a m p u s rv t

/1

/2

:3

:4

P

M

GI000.12

COVER SHEET - VOL. 12

07/07/2023 PQ JF

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS - 100%

CAMPUS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

VOLUME 12 OF 13

N.T.S.Scale:

CAMPUS MAP

N.T.S.Scale:

VICINITY MAP

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

SHEET INDEX

GENERAL

GI000.12 COVER SHEET - VOL. 12

SHEET INDEX

TELECOMMUNICATION

000-TN000 TECHNOLOGY COVERSHEET

000-TN400 TECHNOLOGY RISER DIAGRAMS

000-TN500 TECHNOLOGY DETAILS

000-TS100 CAMPUS TECHNOLOGY SITE PLAN

001-TN100 BASEMENT PLAN - TECHNOLOGY

001-TN101 LEVEL 01 PLAN - TECHNOLOGY

001-TN102 LEVEL 02 PLAN - TECHNOLOGY

003-TN100 BASEMENT PLAN - TECHNOLOGY

003-TN101 LEVEL 01 PLAN - TECHNOLOGY

007-TN100 BASEMENT PLAN - TECHNOLOGY

007-TN101 LEVEL 01 PLAN - TECHNOLOGY

009-TN100 BASEMENT PLAN - TECHNOLOGY

009-TN101 LEVEL 01 PLAN - TECHNOLOGY

009-TN102 LEVEL 02 PLAN - TECHNOLOGY

018-TD101 LEVEL 01 DEMOLITION PLAN - TECHNOLOGY

018-TN100 BASEMENT PLAN - TECHNOLOGY

018-TN101 LEVEL 01 PLAN - TECHNOLOGY

018-TN102 LEVEL 02 PLAN - TECHNOLOGY

018-TN200 DATA CENTER #122 PATHWAY LAYOUT - TECHNOLOGY

018-TN201 DATA CENTER #122 PHASE 1 PLAN - TECHNOLOGY

018-TN202 DATA CENTER #122 PHASE 2 PLAN - TECHNOLOGY

018-TN203 DATA CENTER #122 PHASE 3 PLAN - TECHNOLOGY

018-TN204 DATA CENTER #122 PHASE 4 PLAN - TECHNOLOGY

018-TN205 COPPER BACKBONE EQUIPMENT DETAIL

018-TN206 DATA CENTER STRUCTURED CABLING SYSTEM DIAGRAM

018-TN207 FIBER BACKBONE RISER-CORE A

018-TN208 FIBER BACKBONE RISER-CORE B

020-TN101 LEVEL 01 PLAN - TECHNOLOGY

020-TN102 LEVEL 02 PLAN - TECHNOLOGY

020-TN103 LEVEL 03 PLAN - TECHNOLOGY

021-TN101 LEVEL 01 PLAN - TECHNOLOGY

021-TN102 LEVEL 02 PLAN - TECHNOLOGY

023-TN100 BASEMENT PLAN - TECHNOLOGY

023-TN101 LEVEL 01 PLAN - TECHNOLOGY

024-TN100 BASEMENT PLAN - TECHNOLOGY

024-TN101 LEVEL 01 PLAN - TECHNOLOGY

024-TN102 LEVEL 02 PLAN - TECHNOLOGY

024-TN103 LEVEL 03 PLAN - TECHNOLOGY

025-TN100 BASEMENT PLAN - TECHNOLOGY

025-TN101 LEVEL 01 PLAN - TECHNOLOGY

026-TN100 BASEMENT PLAN - TECHNOLOGY

026-TN101 LEVEL 01 PLAN - TECHNOLOGY

026-TN102 LEVEL 02 PLAN - TECHNOLOGY

026-TN103 LEVEL 03 PLAN - TECHNOLOGY

027-TN100 BASEMENT PLAN - TECHNOLOGY

027-TN101 LEVEL 01 PLAN - TECHNOLOGY

027-TN102 LEVEL 02 PLAN - TECHNOLOGY

027-TN103 LEVEL 03 PLAN - TECHNOLOGY

028-TN100 BASEMENT PLAN - TECHNOLOGY

028-TN101 LEVEL 01 PLAN - TECHNOLOGY

028-TN102 LEVEL 02 PLAN - TECHNOLOGY

030-TN100 BASEMENT PLAN - TECHNOLOGY

030-TN101 LEVEL 01 PLAN - TECHNOLOGY

030-TN102 LEVEL 02 PLAN - TECHNOLOGY

030-TN103 LEVEL 03 PLAN - TECHNOLOGY

TECHNOLOGY SYMBOL LIST

SYMBOL: DESCRIPTION: NOTE:

EQUIPMENT

LIST ABBREV.:

TECHNOLOGY ABBREVIATION KEY

ENTRANCE FACILITYEF-#

MAIN CROSS-CONNECTMC-#

TELECOMMUNICATIONS ROOMTR-#

ABOVE FINISHED FLOORAFF

BELOW FINISHED CEILINGBFC

CONDUITC

SIMILARSIM

TYPICALTYP

MOUNTING HEIGHT ABOVE FINISHED FLOOR+#

JUNCTION BOXJ-BOX

ABBR: DESCRIPTION:

UNLESS OTHERWISE NOTEDUON

FIELD OF VIEWFOV

DOUBLE POLE DOUBLE THROWDPDT

PAN TILT ZOOMPTZ

POWER OVER ETHERNETPOE

ABOVE FINISHED GRADEAFG

DELAYED EGRESSDE

TECHNOLOGY GENERAL NOTES:

1. ##-###-# INDICATES TECHNOLOGY EQUIPMENT SCHEDULE ITEM LABELED AS "EQUIPMENT

LIST ABBREVIATION"

2. REFER TO TECHNOLOGY EQUIPMENT SCHEDULE AND SPECIFICATIONS FOR FULL

DESCRIPTIONS AND MANUFACTURERS OF ALL DEVICES.

TECHNOLOGY MOUNTING SUBSCRIPT KEY:

A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASH

H MOUNT ORIENTED HORIZONTALLY

L MOUNT IN CASEWORK

M MOUNT IN MODULAR FURNITURE

S MOUNT IN SURFACE RACEWAY

A SLASH IS USED BETWEEN TWO SUBSCRIPTS, E.G., A/H.

1. THE LOCATION OF THE CONDUIT, HAND HOLES AND/OR MAINTENANCE HOLES SHOWN ARE

APPROXIMATE LOCATIONS. FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIVATE AND/OR

PUBLIC PRIOR TO THE INSTALLATION OF THE COMPONENT. FIELD COORDINATE THE FINAL

LOCATION WITH THE OWNER AND ENGINEER PRIOR TO INSTALLATION.

2. POTHOLING TO LOCATE EXISTING UNDERGROUND UTILITIES, IF APPLICABLE, SHALL BE

INCLUDED IN THE CONTRACTOR'S BID. CONTRACTOR IS RESPONSIBLE FOR FINAL

PLACEMENT OF HAND HOLES AND/OR MAINTENANCE HOLES AND SHALL NOTIFY THE

ENGINEER OF FINAL LOCATIONS PRIOR TO INSTALLATION.

3. HAND HOLES AND/OR MAINTENANCE HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF

THE FRAME WILL BE FLUSH WITH THE GROUND LINE.

4. REMOVAL AND REPLACEMENT OF THE EXISTING UNDERGROUND UTILITIES THAT ARE

REQUIRED TO COMPLETE THE INSTALLATION SHALL BE INCLUDED IN THE CONTRACTOR'S

BID.

5. CONTRACTOR SHALL INCLUDE IN THEIR BID ANY REMOVAL AND REPLACEMENT OF EXISTING

SIDEWALK, PAVEMENT, GRASS, SHRUBS, TREES, ETC. THAT WILL BE IMPACTED BY THE

INSTALLATION OF THE NEW CONDUITS SHOWN ON THE DRAWINGS. IF TREES ARE REQUIRED

TO BE REMOVED THE CONTRACTOR SHALL CONTACT THE OWNER AND DISCUSS OPTIONS

PRIOR TO CUTTING DOWN ANY TREE OR SHRUB OVER 5' IN HEIGHT.

6. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN

REQUIRED MINIMUM DEPTH TO AVOID EXISTING UNDERGROUND UTILITIES.

7. PROVIDE A MINIMUM OF 25'-0" SLACK LOOP WITHIN EACH HAND HOLES AND/OR

MAINTENANCE HOLES. SLACK LOOP SHALL BE SECURE SO COPPER OR FIBER IS NOT

RESTING ON EARTH AFTER FINAL INSTALLATION.

TECHNOLOGY OUTSIDE PLANT NOTES

1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR

ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS

ON THIS PAGE FOR ADDITIONAL INFORMATION.

2. CONCEAL ALL CONDUIT IN WALLS, PARTITIONS, ABOVE CEILING, IN FLOOR SLAB, ETC.

UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS. CONDUIT IN

MECHANICAL ROOMS AND STORAGE ROOMS WITHOUT CEILINGS MAY BE EXPOSED ON

BUILDING STRUCTURE.

3. BOXES LOCATED ON OPPOSITE SIDES OF NON-RATED WALLS SHALL BE OFFSET A MINIMUM

OF 6" HORIZONTALLY. BOXES ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE

OFFSET A MINIMUM OF 24" HORIZONTALLY. "THRU-THE-WALL" BOXES SHALL NOT BE

ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.

4. VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH

ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING

THE ACTUAL TELECOMMUNICATIONS INSTALLATION, ADJUST OUTLETS OR CONNECTION

LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.

5. TELECOMMUNICATIONS EQUIPMENT SHALL BE MOUNTED TO ALLOW ACCESS TO

ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF TELECOMMUNICATION

DEVICES ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR SHALL BE APPROVED IN

ADVANCE BY THE OTHER CONTRACTOR.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL

OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE

EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR

SEALED INTO OPENINGS.

7. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL

BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF

THROUGH-PENETRATION FIRESTOPS. REFER TO 27 05 03 AND 28 05 03 AND 26 05 03 FOR

ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING.

8. THE TECHNOLOGY CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

THE CEILINGS, CEILING TILES, AND CEILING GRID ASSOCIATED WITH THE AREAS OF WORK

BY ALL CONTRACTORS.

9. ALL LADDER RACK AND CABLE TRAY SIZES ARE AS DEFINED ON THE DRAWINGS. REFER TO

SPECIFICATION SECTIONS 27 05 28 AND 27 11 00 FOR APPROVED MANUFACTURERS AND

INSTALLATION REQUIREMENTS.

10. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO THE

WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES

DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE

RATING, AND FINISH.

11. FLUSH MOUNT ALL TELECOMMUNICATION OUTLETS AT +18" FROM FLOOR (CENTERLINE

DIMENSION), EXCEPT WHERE OTHERWISE NOTED. OUTLETS MAY BE SURFACE MOUNTED

WHEN CONDUIT IS SPECIFIED EXPOSED.

TECHNOLOGY INSTALLATION NOTES:

GENERAL NOTES:

1. ALL SYMBOLS AND ABBREVIATIONS LISTED MAY NOT BE APPLICABLE TO THIS PROJECT.

REFER TO THE TECHNOLOGY EQUIPMENT SCHEDULE FOR MORE COMPLETE DESCRIPTION

AND ITEMS.

2. ALL SYMBOLS AND ABBREVIATIONS REFER TO TECHNOLOGY SHEETS ONLY AS DEFINED ON

THE SHEET INDEX. REFER TO THE GENERAL TECHNOLOGY NOTES FOR ADDITIONAL

INFORMATION.

3. ALL SYMBOLS LISTED ABOVE ARE FOR REFERENCE ONLY. REFER TO PLANS AND LINE TYPE

KEY FOR NEW, EXISTING TO REMAIN AND TO BE REMOVED ITEMS FOR ADDITIONAL

INFORMATION.

4. REFER TO RISERS ON SHEET(S): TN400

CABLE TRAY, CHANNEL TRAY, BASKET

TRAY

LADDER RACK

WIDTH X HEIGHT

WIDTH X HEIGHT

DIAMETERø C CONDUIT

CONDUIT DOWN

CONDUIT UP OR UP/DOWN

CONDUIT SLEEVE

CONTINUATION

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N O R

HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

BUILDING CODE: IBC 20** EDITION

UBC 20**

FIRE CODE: IFC 20** EDITION -OR-

NFPA: 1 20** EDITION

PLUMBING CODE: IPC 20** EDITION

UPC 20**

MECHANICAL CODE: IMC 20** EDITION

UMC 20**

ELECTRICAL CODE: NFPA 70 (NEC) 20** EDITION

LIFE SAFETY CODE: NFPA 101 20** EDITION

ENERGY CONSERVATION CODE: IECC 20**

ASHRAE 90.1 20**

HEALTH DEPARTMENT CODE: CURRENT EDITION

LOCAL BUILDING CODE: CURRENT EDITION

APPLICABLE CODES

CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.

TEMPERATURE CONTROLS CONTRACTORT.C.C.

SECURITY CONTRACTORS.C.

AUDIO/VISUAL CONTRACTORA.V.C.

NURSE CALL CONTRACTORN.C.C.

CIVIL CONTRACTORC.C.

ASBESTOS ABATEMENT CONTRACTOR

FIRE PROTECTION CONTRACTORF.P.C.

HEATING CONTRACTORH.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

A.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

TECHNOLOGY CONTRACTORT.C.

CONSTRUCTION MANAGERC.M.

FOOD SERVICE CONTRACTORF.S.C.

M

A X

20" MAX.

M

A X

20"-25" MAX.

M

A X

M

IN

. 4

M

A X

M

A X

10" MAX. 10"-24" MAX.

ADA GUIDELINES - FRONT ACCESS

ADA STANDARDS FOR ACCESSIBLE DESIGN

INSTALL ABOVE COUNTER

DEVICE AT 44" ABOVE

FINISHED FLOOR.

INSTALL ABOVE COUNTER

DEVICE AT 40" ABOVE

FINISHED FLOOR.

INSTALL DEVICE AT 18"

ABOVE FINISHED FLOOR.

ADA GUIDELINES - SIDE ACCESS

INSTALL DEVICE AT 44"

ABOVE FINISHED FLOOR.

INSTALL DEVICE AT 42"

ABOVE FINISHED FLOOR.

TECHNOLOGY SHEET INDEX

000-TN000 TECHNOLOGY COVERSHEET

000-TN400 TECHNOLOGY RISER DIAGRAMS

000-TN500 TECHNOLOGY DETAILS

000-TS100 CAMPUS TECHNOLOGY SITE PLAN

001-TN100 BASEMENT PLAN - TECHNOLOGY

001-TN101 LEVEL 01 PLAN - TECHNOLOGY

001-TN102 LEVEL 02 PLAN - TECHNOLOGY

003-TN100 BASEMENT PLAN - TECHNOLOGY

003-TN101 LEVEL 01 PLAN - TECHNOLOGY

007-TN100 BASEMENT PLAN - TECHNOLOGY

007-TN101 LEVEL 01 PLAN - TECHNOLOGY

009-TN100 BASEMENT PLAN - TECHNOLOGY

009-TN101 LEVEL 01 PLAN - TECHNOLOGY

009-TN102 LEVEL 02 PLAN - TECHNOLOGY

018-TD101 LEVEL 01 DEMOLITION PLAN - TECHNOLOGY

018-TN100 BASEMENT PLAN - TECHNOLOGY

018-TN101 LEVEL 01 PLAN - TECHNOLOGY

018-TN102 LEVEL 02 PLAN - TECHNOLOGY

018-TN200 DATA CENTER #122 PATHWAY LAYOUT - TECHNOLOGY

018-TN201 DATA CENTER #122 PHASE 1 PLAN - TECHNOLOGY

018-TN202 DATA CENTER #122 PHASE 2 PLAN - TECHNOLOGY

018-TN203 DATA CENTER #122 PHASE 3 PLAN - TECHNOLOGY

018-TN204 DATA CENTER #122 PHASE 4 PLAN - TECHNOLOGY

018-TN205 COPPER BACKBONE EQUIPMENT DETAIL

018-TN206 DATA CENTER STRUCTURED CABLING SYSTEM DIAGRAM

018-TN207 FIBER BACKBONE RISER-CORE A.

018-TN208 FIBER BACKBONE RISER-CORE B.

020-TN101 LEVEL 01 PLAN - TECHNOLOGY

020-TN102 LEVEL 02 PLAN - TECHNOLOGY

020-TN103 LEVEL 03 PLAN - TECHNOLOGY

021-TN101 LEVEL 01 PLAN - TECHNOLOGY

021-TN102 LEVEL 02 PLAN - TECHNOLOGY

023-TN100 BASEMENT PLAN - TECHNOLOGY

023-TN101 LEVEL 01 PLAN - TECHNOLOGY

024-TN100 BASEMENT PLAN - TECHNOLOGY

024-TN101 LEVEL 01 PLAN - TECHNOLOGY

024-TN102 LEVEL 02 PLAN - TECHNOLOGY

024-TN103 LEVEL 03 PLAN - TECHNOLOGY

025-TN100 BASEMENT PLAN - TECHNOLOGY

025-TN101 LEVEL 01 PLAN - TECHNOLOGY

026-TN100 BASEMENT PLAN - TECHNOLOGY

026-TN101 LEVEL 01 PLAN - TECHNOLOGY

026-TN102 LEVEL 02 PLAN - TECHNOLOGY

026-TN103 LEVEL 03 PLAN - TECHNOLOGY

027-TN100 BASEMENT PLAN - TECHNOLOGY

027-TN101 LEVEL 01 PLAN - TECHNOLOGY

027-TN102 LEVEL 02 PLAN - TECHNOLOGY

027-TN103 LEVEL 03 PLAN - TECHNOLOGY

028-TN100 BASEMENT PLAN - TECHNOLOGY

028-TN101 LEVEL 01 PLAN - TECHNOLOGY

028-TN102 LEVEL 02 PLAN - TECHNOLOGY

030-TN100 BASEMENT PLAN - TECHNOLOGY

030-TN101 LEVEL 01 PLAN - TECHNOLOGY

030-TN102 LEVEL 02 PLAN - TECHNOLOGY

030-TN103 LEVEL 03 PLAN - TECHNOLOGY

031-TN100 OVERALL BASEMENT FLOOR PLAN - TECHNOLOGY

031-TN101 OVERALL GROUND FLOOR PLAN - TECHNOLOGY

031-TN102 OVERALL FIRST FLOOR PLAN - TECHNOLOGY

031-TN103 OVERALL SECOND FLOOR PLAN - TECHNOLOGY

031-TN104 OVERALL THIRD FLOOR PLAN - TECHNOLOGY

035-TN0SB SUB BASEMENT PLAN - TECHNOLOGY

035-TN100 BASEMENT PLAN - TECHNOLOGY

035-TN101 LEVEL 01 PLAN - TECHNOLOGY

035-TN102 LEVEL 02 PLAN - TECHNOLOGY

035-TN103 LEVEL 03 PLAN - TECHNOLOGY

036-TN100 BASEMENT AND FIRST FLOOR PLAN - TECHNOLOGY

060-TN100 LEVEL 01 PLAN - TECHNOLOGY

210-TN100 BASEMENT PLAN - TECHNOLOGY

210-TN101 LEVEL 01 PLAN - TECHNOLOGY

210-TN102 LEVEL 02 PLAN - TECHNOLOGY

210-TN103 LEVEL 03 PLAN - TECHNOLOGY

211-TN100 BASEMENT PLAN - TECHNOLOGY

211-TN101 LEVEL 01 PLAN - TECHNOLOGY

211-TN102 LEVEL 02 PLAN - TECHNOLOGY

211-TN103 LEVEL 03 PLAN - TECHNOLOGY

212-TN100 BASEMENT PLAN - TECHNOLOGY

212-TN101 LEVEL 01 PLAN - TECHNOLOGY

212-TN102 LEVEL 02 PLAN - TECHNOLOGY

247-TN100 BASEMENT PLAN - TECHNOLOGY

247-TN110 LEVEL 01 PLAN - TECHNOLOGY

252-TN101 LEVEL 01 PLAN - TECHNOLOGY

259-TN101 LEVEL 01 PLAN - TECHNOLOGY

259-TN102 LEVEL 02 PLAN - TECHNOLOGY

261-TN101 LEVEL 01 PLAN - TECHNOLOGY

GRAND TOTAL: 84

SUGGESTED MATRIX OF RESPONSIBILITY

ITEM: SHOWN ON:

FURNISHED

BY:

INSTALLED

BY: NOTES:

TECHNOLOGY ROUGH-IN, REFER TO

TECHNOLOGY EQUIPMENT SCHEDULE

AND SPECIFICATIONS FOR DEFINITION

T-SERIES E.C. E.C. 3. 4.

INFORMATION OUTLET FACEPLATES,

JACKS, AND TERMINATIONS

T-SERIES T.C. T.C.

CONDUIT SLEEVES (WHEN SHOWN ON

DRAWINGS)

T-SERIES E.C. E.C.

CONDUIT SLEEVES (NOT SHOWN BUT

REQUIRED FOR PROPER INSTALLATION

OF SYSTEM)

N/A T.C. T.C. 2. 4.

TELECOMMUNICATION SYSTEMS

ROUGH-IN

T-SERIES E.C. [T.C] E.C. 1.

TELECOMMUNICATION EQUIPMENT,

CABLING, AND TERMINATIONS

T-SERIES T.C. T.C.

CABLE TRAY (INCLUDING WIRE BASKET

TRAY) REFER TO SPECIFICATION

SECTION 27 05 28 FOR DEFINITION

T-SERIES E.C. E.C.

LADDER RACK T-SERIES T.C. T.C. 5.

GROUNDING LUGS ON TECHNOLOGY

EQUIPMENT

T-SERIES T.C. E.C. 6.

BONDING SYSTEM FOR TECHNOLOGY

SYSTEM, REFER TO SPECIFICATION

SECTION 27 05 26 FOR DEFINITION

T-SERIES E.C. E.C. 7. 8.

CONNECTION OF TECHNOLOGY

BONDING SYSTEM TO THE ELECTRICAL

GROUND SYSTEM

T-SERIES E.C. E.C.

LINE VOLTAGE POWER (+120V OR

GREATER)

E-SERIES E.C. E.C.

LINE VOLTAGE POWER (NOT SHOWN

BUT REQUIRED FOR PROPER

INSTALLATION OF SYSTEM)

N/A T.C. E.C. 2. 4.

LINE VOLTAGE POWER FOR DOOR

HARDWARE POWER SUPPLIES

ARCH SPEC E.C. E.C.

LOW VOLTAGE CABLING FOR

TECHNOLOGY SYSTEMS

T-SERIES T.C. T.C.

CABLE HANGERS AND SUPPORTS OR

OTHER CABLE ROUTING METHODS

(OTHER THAN CONDUIT AND CABLE

TRAY)

T-SERIES T.C. T.C. 5.

TECHNOLOGY SERVICE ENTRANCE

CONDUITS, HANDHOLES, AND

MANHOLES

[E]T-SERIES E.C. E.C.

FLOOR BOX (ROUGH-IN) T & E SERIES E.C. E.C.

SUGGESTED MATRIX OF RESPONSIBILITY NOTES

1. LOCATIONS OF TELECOMMUNICATIONS ROUGH-INS SHALL BE INDICATED BY THE INFORMATION

OUTLET SYMBOLS ON THE DRAWINGS. REFER TO THE TECHNOLOGY SYMBOL LIST FOR

ADDITIONAL INFORMATION.

2. BASED ON THE INHERENT DIFFERENCES IN PRODUCTS FROM VARIOUS MANUFACTURERS, ALL

REQUIRED EQUIPMENT MAY NOT BE SHOWN ON THE DRAWINGS FOR ALL ACCEPTABLE

MANUFACTURERS.

3. INCLUDES BACKBOXES AND CONDUIT REQUIRED FOR THE TECHNOLOGY SYSTEMS

INSTALLATION. THE E.C. SHALL BASE THE BID ON THE BASIS OF DESIGN SHOWN ON THE

CONTRACT DOCUMENTS.

4. ALL CHANGES TO THE SLEEVES, BACKBOXES, CONDUITS, AND POWER REQUIRED BECAUSE OF

THE T.C.'S SELECTION OF AN ALTERNATE ACCEPTABLE MANUFACTURER OR FROM SYSTEM

CONFIGURATIONS THAT ARE LEFT TO THE CHOICE OF THE CONTRACTOR SHALL BE INCLUDED

IN THE T.C.'S BID. THIS BID SHALL INCLUDE INSTALLATION BY A LICENSED ELECTRICIAN.

5. UNLESS TRADE RULES DICTATE OTHERWISE.

6. FURNISHED AS PART OF THE EQUIPMENT WHEN POSSIBLE, OR FURNISHED TO THE E.C. FOR

INSTALLATION IN THE FIELD.

7. INCLUDES ALL CONDUCTORS, GROUND BARS, AND TERMINATIONS FOR THE COMPLETE

BONDING SYSTEM REQUIRED BY THE SPECIFICATIONS.

8. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF PANELS AND SWITCHBOARDS SHOWN

IN THE TECHNOLOGY BONDING RISER DIAGRAM AND TYPICAL TELECOM ROOM BONDING FLOW

DIAGRAM.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/T

.0

V A

-C h ill ic o th e

C a m p u s

C .r v t

/6

/2

:3

:2

P M

000-TN000

TECHNOLOGY COVERSHEET

07/07/2023 ACA ECW

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS

CAMPUS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

THE EQUIPMENT LIST ABBREVIATIONS AND THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES AND SHALL FURNISH ALL MATERIAL REQUIRED, WHETHER SPECIFIED OR NOT, TO PRODUCE A SATISFACTORY WORKING SYSTEM.

CATALOG NUMBERS ARE NOT TO BE CONSIDERED COMPLETE BUT ARE GIVEN ONLY TO AID THE CONTRACTOR IN THE SEARCH FOR MATERIAL. NO MATERIAL SHALL BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. EACH CONTRACTOR SHALL FIRST READ THE COMPLETE DESCRIPTION OF THE MATERIAL ON THESE DRAWINGS AND SPECIFICATIONS. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. "STANDARD COLOR" INDICATES FACTORY FINISH AVAILABLE AT NO ADDITIONAL CHARGE.

TECHNOLOGY EQUIPMENT SCHEDULE

EQUIPMENT LIST

ABBREVIATION EQUIPMENT LIST DESCRIPTION

MANUFACTURER AND

MODEL

SC-BP-1 ANGLED BLANKING PANEL INSERTS, 1RMU OR 2RMU, PROVIDE CLEAN ASETHETIC TRASITION FROM ANGLED PATCH PANELS

TO FLAT EQUIPMENT, IMPROVES AIRFLOW AND THERMAL MANAGEMENT.

LEVITON

#49254-BA SERIES

SC-CT-1 18" W x 4"DEEP WIRE-MESH STYLE CABLE TRAY, HIGH QUALITY WELDED STEEL CONSTRUCTION, ELECTRO-GALVINIZED

FINISH WITH MOUNTING HARDWARE, SPLICE KIT AND GROUNDING JUMPERS

CABLOFIL

CF105/450EZ

OR APPROVED EQUAL

SC-FPW-1 4" FIRE-RATED PATHWAY FLOOR GRID SYSTEM, 14"L x 23"W x 4-1/2"H, STEEL CONSTRUCTION, (4) 4" PATHWAYS, FLOOR FRAME

KIT,

UL CERTIFIED FIRE BARRIER PATHWAY, 4HR FIRE RATING

STI

EZDG444S2

OR APPROVED EQUAL

SC-FPW-2 4" FIRE-RATED PATHWAY FLOOR GRID SYSTEM, 14"L x 23"W x 4-1/2"H, STEEL CONSTRUCTION, (8) 4" PATHWAYS, FLOOR FRAME

KIT,

UL CERTIFIED FIRE BARRIER PATHWAY, 4HR FIRE RATING

STI

EZDG844S2

OR APPROVED EQUAL

SC-FT-1 DIRECTIONAL AIRFLOW PERFORATED FLOOR TILE PANELS, 2' x 2', STEEL CONSTRUCTION, 32% OPEN AIR DELIVER, 93% TOTAL AIR CAPTURE (TAC), COOLS UP TO 8KW PER CABINET, 1250 LB STATIC LOAD CAPACITY, WITH ADJUSTABLE SCREW TO DIRECT

AIRFLOW AND SLIDE DAMPER.

TATE INC.

#DIRECTIONAL PERFORATED

PANEL-32

#NF8N-113N-E40-1

#39043-E63

OR APPROVED EQUAL

SC-LR-1 LADDER RUNWAY, 18"W TUBULAR STEEL CONSTRUCTION, RUST-RESISTANT BLACK ENAMEL FINISH WITH MOUNTING HARDWARE, ADAPTERS, FITTINGS, SUPPORTS WITH CROSS-MEMBER RADIUS DROPS AS REQUIRED, UL LISTED

CHATSWORTH

#11252-718

OR APPROVED ERQUAL

SC-MDA-1

SC-HDA-1

NETWORK CABINET - 83.4"H x 40"W x 43.3"D, 45RMU, SINGLE PERFORATED METAL FRONT DOOR WITH KEYED SWING HANDLE LOCK, DOUBLE PERFORATED METAL REAR DOOR WITH KEYED SWING HANDLE LATCH, STANDARD TOP PANEL WITH 2-PIECE BRUSH, SIDE PANELS WITH BRUSH SEALED CABLE OPENINGS, BOTTOM PANEL WITH BRUSH, INTEGRATED GROUNDING TABS.

PROVIDE ANGLED BLANKING PANELS INSERTS AT EMPTY SPACE BETWEEN EQIPMENT.

CHATSWORTH

#NF8N-113N-E40-1

#39043-E63

OR APPROVED EQUAL

SC-MPP-1 ANGLED, QUICKPORT, 110 STYLE, MODULAR PATCH PANEL, 24-PORT CATEGORY 6 MODULAR RJ45 SNAP IN JACKS,WELEDED STEEL CONSTRUCTION, BLOCK POWDER COAT FINISH, MOUNT DIRECTLY TO EIA STANDARD 19" WIDE RACK MOUNTING

SYSTEM. REQUIRES 1 RMU OF SPACE.

LEVITON

#69587-U24

SC-MPP-2 ANGLED, QUICKPORT, 110 STYLE, HIGH DENSITY, MODULAR PATCH PANEL, 48-PORT CATEGORY 6 MODULAR RJ45 SNAP IN JACKS,WELEDED STEEL CONSTRUCTION, BLOCK POWDER COAT FINISH, MOUNT DIRECTLY TO EIA STANDARD 19" WIDE RACK MOUNTING SYSTEM. REQUIRES 1 RMU OF SPACE, WITH HIGH DENSITY 6-PORT COPPER CASSETTES.

LEVITON

#E2X1A-S48

#E2XHD-BRK

SC-MPP-3 VOICE GRADE, HIGH DENSITY, MODULAR PATCH PANEL, 48-PORT, WELDED STEEL CONSTRUCTION, MOUNT DIRECTLY TO EIA STANDARD 19"W RACK MOUNTING SYSTEM, WITH 25-PAIR FEMALE RJ-21X CONNECTOR WITH STANDOFF BOLT, CONNECT (4)

CONDUCTORS PER PORT

LEVITON

#49018-J48

SC-RK-1 20"W x 7'-0" x 15"DEEP, HEAVY-DUTY, UNIVERSAL EQUIPMENT RACK, ALUMINUM EXRUSION CONSTRUCTION, BOLTED ASSEMBLY, 10-32 AND12-24 PRE-DRILLED HOLES, GLACIER WHITE FINISH WITH VERTICAL RACK BONDING BUSBAR

CHATSWORTH

#46753-E03 #40160-072

SC-SPR-1 MODULAR DATA LINE SURGE PROTECTION SYSTEM WITH "PRM24" CHASSIS, MOUNTING HARDWARE, GROUND WIRE AND (24) DATA LINE MODULES ("PTEL2R" FOR ANALOG TELEPHONE PROTECTION), MOUNT DIRECTLY TO EIA STANDARD 19" WIDE RACK MOUNTING SYSTEM. EACH "PTEL2R" PROTECTS UP TO TWO LINES, USE PINS #3&4 AND #5&6 ON RJ45 CONNECTORS FOR

TERMINATIONS.

APC

#PRM24-PTEL2R

SC-SVR-1 SERVER CABINET - 84.6" x 23.6"W x 43.30"D, 45RMU, SINGLE PERFORATED METAL FRONT DOOR WITH KEYED SWING HANDLE LOCK, DOUBLE PERFORATED METAL REAR DOOR WITH KEYED SWING HANDLE LATCH, TOP PANEL WITH 2-PIECE BRUSH, (2) SOLID SIDE PANELS, BOTTOM PANEL WITH BRUSH, AIR DAM, FINGER CABLE MANAGER, CASTER KIT, PDU BRACKETS, GLACIER WHITE FINISH, UL LISTED. PROVIDE ANGLED BLANKING PANELS AT EMPTY SPACE BETWEEN EQUIPMENT.

CHATSWORTH

#FF1N-113C-E42-F

OR APPROVED EQUAL

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

Eddie C. Willis, Jr.

REG. NO. 191562R

EXPIRES 12-31-25

REGIS

TE

R

ED

C

O

MMUNICA T IONS DISTRIBUT IO

N

DESIG

NER

RCDD

22003180.00

BLDG #18

SERVER RM #122

CORE “A”

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OM4 MM / 12 OS1 SM

24 OS2 SM24 OM4 MM / 12 OS1 SM

24OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM

BLDG. #3 MDF #103

24 OS2 SM

BLDG. #1 MDF #BB105

24 OS2 SMBLDG. #1 TR #139

24 OS2 SM

BLDG. #9 MDF #109

24 OS2 SM

BLDG. #20 TE #204

24 OS2 SM BLDG. #21 MDF #28A

24 OS2 SM

BLDG. #23 MDF #121A

24 OS2 SM BLDG. #24 MDF GB103

24 OS2 SM

BLDG. #24 TR #123

24 OS2 SM BLDG. #24 TR #222

24 OS2 SM

BLDG. #25 MDF #102A

24 OS2 SM BLDG. #27 MDF #14

24 OS2 SM

BLDG. #27 TR #167

24 OS2 SM BLDG. #27 TR #271

24 OS2 SM

BLDG. #30 MDF #8E

24 OS2 SM BLDG. #30 TR #127

24 OS2 SM

BLDG. #30 TR #226

24 OS2 SM BLDG. #35 MDF #BC102

24 OS2 SM

BLDG. #35 TR #1A109

24 OS2 SM BLDG. #35 TR #2A109

24 OS2 SM

BLDG. #35 TR #3A109

24 OS2 SM BLDG. #36 TE #36C

24 OS2 SM

BLDG. #60 TE #20

24 OS2 SM

BLDG. #1 TR #179

24 OS2 SMBLDG. #1 TR #242

24 OS2 SM

BLDG. #1 TR #284

24 OS2 SMBLDG. #7 MDF #108D

24 OS2 SM

BLDG. #18 TR #115

24 OM4 AND 12 OS1BLDG. #18 TR #225A

24 OM4 AND 12 OS1

BLDG. #26 TR #133

24 OS2 SM

BLDG. #28 MDF #201

24 OS2 SM

BLDG. #31 TR #G-182

24 OS2 SM

BLDG. #31 TR #G-500D

24 OS2 SM

BLDG. #31 TR #1-210

24 OS2 SM

BLDG. #210 MDF #G023

24 OS2 SM

BLDG. #210 TR #202A

24 OS2 SM

BLDG. #26 MDF #27

24 OS2 SM

BLDG. #26 TR #200A

24 OS2 SM

BLDG. #31 MDF #G-202

24 OS2 SM

BLDG. #31 TR #G-345G

24 OS2 SM

BLDG. #31 TR #F-204

24 OS2 SM

BLDG. #31 TR #2-207A

24 OS2 SM

BLDG. #210 TR #102A

24 OS2 SM

24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

BLDG. #212 MDF #15A

24 OS2 SMBLDG. #212 TR #102

24 OS2 SM

BLDG. #247 TE #109

24 OS2 SM

BLDG. #259 MDF #2-9

24 OS2 SM

BLDG. #212 TR #225

24 OS2 SM

BLDG. #211 TR #G007

24 OS2 SM

BLDG. #211 TR #189A

24 OS2 SM

BLDG. #211 TR #289A

24 OS2 SM

BLDG. #211 MDF #G020

24 OS2 SM

BLDG. #211 TR #108A

24 OS2 SM

BLDG. #211 TR #208A

24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM

BLDG. #252 TE #103

24 OS2 SM

24 OS2 SM

BLDG. #261 MDF #103

24 OS2 SM

BLDG #18

SERVER RM #122

CORE “B”

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OM4 MM / 12 OS1 SM

24 OS2 SM24 OM4 MM / 12 OS1 SM

24OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM

BLDG. #3 MDF #103

24 OS2 SM

BLDG. #1 MDF #BB105

24 OS2 SMBLDG. #1 TR #139

24 OS2 SM

BLDG. #9 MDF #109

24 OS2 SM

BLDG. #20 TE #204

24 OS2 SM BLDG. #21 MDF #28A

24 OS2 SM

BLDG. #23 MDF #121A

24 OS2 SM BLDG. #24 MDF GB103

24 OS2 SM

BLDG. #24 TR #123

24 OS2 SM BLDG. #24 TR #222

24 OS2 SM

BLDG. #25 MDF #102A

24 OS2 SM BLDG. #27 MDF #14

24 OS2 SM

BLDG. #27 TR #167

24 OS2 SM BLDG. #27 TR #271

24 OS2 SM

BLDG. #30 MDF #8E

24 OS2 SM BLDG. #30 TR #127

24 OS2 SM

BLDG. #30 TR #226

24 OS2 SM BLDG. #35 MDF #BC102

24 OS2 SM

BLDG. #35 TR #1A109

24 OS2 SM BLDG. #35 TR #2A109

24 OS2 SM

BLDG. #35 TR #3A109

24 OS2 SM BLDG. #36 TE #36C

24 OS2 SM

BLDG. #60 TE #20

24 OS2 SM

BLDG. #1 TR #179

24 OS2 SMBLDG. #1 TR #242

24 OS2 SM

BLDG. #1 TR #284

24 OS2 SMBLDG. #7 MDF #108D

24 OS2 SM

BLDG. #18 TR #115

24 OM4 AND 12 OS1BLDG. #18 TR #225A

24 OM4 AND 12 OS1

BLDG. #26 TR #133

24 OS2 SM

BLDG. #28 MDF #201

24 OS2 SM

BLDG. #31 TR #G-182

24 OS2 SM

BLDG. #31 TR #G-500D

24 OS2 SM

BLDG. #31 TR #1-210

24 OS2 SM

BLDG. #210 MDF #G023

24 OS2 SM

BLDG. #210 TR #202A

24 OS2 SM

BLDG. #26 MDF #27

24 OS2 SM

BLDG. #26 TR #200A

24 OS2 SM

BLDG. #31 MDF #G-202

24 OS2 SM

BLDG. #31 TR #G-345G

24 OS2 SM

BLDG. #31 TR #F-204

24 OS2 SM

BLDG. #31 TR #2-207A

24 OS2 SM

BLDG. #210 TR #102A

24 OS2 SM

24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM24 OS2 SM

BLDG. #212 MDF #15A

24 OS2 SMBLDG. #212 TR #102

24 OS2 SM

BLDG. #247 TE #109

24 OS2 SM

BLDG. #259 MDF #2-9

24 OS2 SM

BLDG. #212 TR #225

24 OS2 SM

BLDG. #211 TR #G007

24 OS2 SM

BLDG. #211 TR #189A

24 OS2 SM

BLDG. #211 TR #289A

24 OS2 SM

BLDG. #211 MDF #G020

24 OS2 SM

BLDG. #211 TR #108A

24 OS2 SM

BLDG. #211 TR #208A

24 OS2 SM

24 OS2 SM24 OS2 SM

24 OS2 SM

BLDG. #252 TE #103

24 OS2 SM

24 OS2 SM

BLDG. #261 MDF #103

24 OS2 SM

BLDG #18

(T.E.R.) #012A

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER

BLDG. #3 MDF #103

25 PAIR COPPER

BLDG. #1 MDF #BB105

25 PAIR COPPERBLDG. #1 TR #139

25 PAIR COPPER

BLDG. #9 MDF #109

25 PAIR COPPER

BLDG. #20 TE #204

25 PAIR COPPER BLDG. #21 MDF #28A

25 PAIR COPPER

BLDG. #23 MDF #121A

25 PAIR COPPER BLDG. #24 MDF GB103

25 PAIR COPPER

BLDG. #24 TR #123

25 PAIR COPPER BLDG. #24 TR #222

25 PAIR COPPER

BLDG. #25 MDF #102A

25 PAIR COPPER BLDG. #27 MDF #14

25 PAIR COPPER

BLDG. #27 TR #167

25 PAIR COPPER BLDG. #27 TR #271

25 PAIR COPPER

BLDG. #30 MDF #8E

25 PAIR COPPER BLDG. #30 TR #127

25 PAIR COPPER

BLDG. #30 TR #226

25 PAIR COPPER BLDG. #35 MDF #BC102

25 PAIR COPPER

BLDG. #35 TR #1A109

25 PAIR COPPER BLDG. #35 TR #2A109

25 PAIR COPPER

BLDG. #35 TR #3A109

25 PAIR COPPER BLDG. #36 TE #36C

25 PAIR COPPER

BLDG. #60 TE #20

25 PAIR COPPER

BLDG. #1 TR #179

25 PAIR COPPERBLDG. #1 TR #242

25 PAIR COPPER

BLDG. #1 TR #284

25 PAIR COPPERBLDG. #7 MDF #108D

25 PAIR COPPER

BLDG. #18 TR #115

25 PAIR COPPERBLDG. #18 TR #225A

25 PAIR COPPER

BLDG. #26 TR #133

25 PAIR COPPER

BLDG. #28 MDF #201

25 PAIR COPPER

BLDG. #31 TR #G-182

25 PAIR COPPER

BLDG. #31 TR #G-500D

25 PAIR COPPER

BLDG. #31 TR #1-210

25 PAIR COPPER

BLDG. #210 MDF #G023

25 PAIR COPPER

BLDG. #210 TR #202A

25 PAIR COPPER

BLDG. #26 MDF #27

25 PAIR COPPER

BLDG. #26 TR #200A

25 PAIR COPPER

BLDG. #31 MDF #G-202

25 PAIR COPPER

BLDG. #31 TR #G-345G

25 PAIR COPPER

BLDG. #31 TR #F-204

25 PAIR COPPER

BLDG. #31 TR #2-207A

25 PAIR COPPER

BLDG. #210 TR #102A

25 PAIR COPPER

25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

BLDG. #212 MDF #15A

25 PAIR COPPERBLDG. #212 TR #102

25 PAIR COPPER

BLDG. #247 TE #109

25 PAIR COPPER

BLDG. #259 MDF #2-9

25 PAIR COPPER

BLDG. #212 TR #225

25 PAIR COPPER

BLDG. #211 TR #G007

25 PAIR COPPER

BLDG. #211 TR #189A

25 PAIR COPPER

BLDG. #211 TR #289A

25 PAIR COPPER

BLDG. #211 MDF #G020

25 PAIR COPPER

BLDG. #211 TR #108A

25 PAIR COPPER

BLDG. #211 TR #208A

25 PAIR COPPER

25 PAIR COPPER25 PAIR COPPER

25 PAIR COPPER

BLDG. #252 TE #103

25 PAIR COPPER

25 PAIR COPPER

BLDG. #261 MDF #103

25 PAIR COPPER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/T

.0

V A

-C h ill ic o th e

C a m p u s

C .r v t

/6

/2

:3

:2

P M

000-TN400

TECHNOLOGY RISER DIAGRAMS

07/07/2023 ACA ECW

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

NO SCALE

VA CHILLICOTHE - FIBER BACKBONE RISER - CORE A

1 NO SCALE

VA CHILLICOTHE - FIBER BACKBONE RISER - CORE B

NO SCALE

VA CHILLICOTHE - COPPER BACKBONE RISER

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

Eddie C. Willis, Jr.

REG. NO. 191562R

EXPIRES 12-31-25

REGIS

TE

R

ED

C

O

MMUNICA T IONS DISTRIBUT IO

N

DESIG

NER

LID SHALL BE MARKED

"TELECOMMUNICATIONS"

MOUSE HOLES - (4).

CONDUIT ENTRY PENETRATION NOT TO

EXCEED 25 PERCENT OF SIDE WALL AREA

STAINLESS STEEL HEX

HEAD BOLT W/WASHER

PULL SLOT

SKID RESISTANT SURFACE

EXTENSIONS AS

REQUIRED BY

CONDUIT DEPTH

KNOCKOUTS - (8)

SLOPE GRADE AWAY

FROM COVER 1" IN 3'

GRAVEL DRAINAGE BED MINIMUM 6"

DEPTH. MINIMUM SIZE GRAVEL 1"

NOTES:

1. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.

2. ANY SPLICES OR DEVICES IN HANDHOLE SHALL BE SUBMERGIBLE.

8" E

XTENSIO

N

LOG

O

LENGTH

W

IDTH

DEPTH

BELOW GRADE CONCRETE WALL OR FLOOR

HYDROSTATIC SEAL ASSEMBLY. INSTALL

ASSEMBLY SO BOLT HEADS ARE ACCESSIBLE

FROM INTERIOR FOR DISASSEMBLY.

"LINK-SEAL", OZ-GEDNEY "CSM" SERIES,

CROUSE-HINDS "TW" SERIES, REFER TO NOTE #1

DUCT SEALING COMPOUND IN INTERIOR OF CONDUIT.

JM CLIPPER DUXSEAL OR EQUIVALENT PULL BOX, CONDUIT

FITTING OR AUXILIARY

GUTTER, REFER TO

NOTE #2

APPLY CAULK FLUSH WITH SURFACE AND PROVIDE

CHROME ESCUTCHEON RING FOR FINISHED WALLS

CAST OR MALLEABLE IRON SLEEVE WITH WATER

STOP, IF NOT CORE DRILLED

IF APPLICABLE, DOWEL DUCT BANK TO CONCRETE

WALL WITH MINIMUM OF (4) #4 EMBEDDED

MINIMUM OF 4" AND EPOXY ANCHORED

NOTES:

1. HYDROSTATIC SEAL SELECTION BASED ON OUTSIDE DIAMETER OF CONDUIT AND INSIDE

DIAMETER OF SLEEVE OR BORE.

2. PROVIDE PULL BOX, CONDUIT FITTING OR AUXILIARY GUTTER, SIZED PER N.E.C. WITHIN 5' OF

CONDUIT ENTER TO ALLOW SEALING OF CONDUITS. BOX ORIENTATION IS DIAGRAMMATIC

SEALING COMPOUND SHALL BE NON-HARDENING MATERIAL FOR WATERSTOP AND MOISTURE

BARRIER, OZ/GEDNEY "DUX" OR APPROVED EQUIVALENT SEAL BOTH ENDS OF EXTERIOR

CONDUITS.

3. THIS DETAIL APPLIES TO ALL BELOW GRADE WALL AND FLOOR CONDUIT ENTRIES INTO

BUILDING.

RIGID METAL CONDUIT THRU WALL

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" (5") SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0" ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC SPACER,

MAXIMUM 5' ON CENTER. [CARLON

S288 SERIES, UNDERGROUND

DEVICES WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES]

3" MIN.

M

IN

M

IN

M A

X

/2

/4

2500 PSI CONCRETE

7 1/2" 7 1/2" 7 1/2" 7 1/2"

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NOTES:

1. INSTALL 2000LB TENSILE STRENGTH BRAIDED POLYPROPYLENE

PULLCORD IN ALL CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH A

MINIMUM OF (4) #4 DOWELS.

(3) FIBER INNERDUCTS &

CAT5E COPPER CABLES

IN EACH CONDUIT

(3) FIBER INNERDUCTS &

OS2 OPTICAL FIBER

CABLES IN EACH CONDUIT

(3) FIBER INNERDUCTS &

CAT5E COPPER CABLES

IN EACH CONDUIT

/2

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" (5") SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0" ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC SPACER,

MAXIMUM 5' ON CENTER. [CARLON

S288 SERIES, UNDERGROUND

DEVICES WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES]

M

IN

. 2

M

IN

M A

X

/2

/4

2500 PSI CONCRETE

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NOTES:

1. INSTALL 2000LB TENSILE STRENGTH BRAIDED POLYPROPYLENE

PULLCORD IN ALL CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH A

MINIMUM OF (4) #4 DOWELS.

(3) FIBER INNERDUCTS &

OS2 OPTICAL FIBER

CABLES IN EACH CONDUIT

(2) 4" SPARE CONDUITS

3" MIN 7 1/2" 7 1/2" 7 1/2" 7 1/2"

T

W

PULLING IRONS, COORDINATE

LOCATIONS OPPOSITE CONDUIT

ENTRY LOCATIONS

MANHOLE FRAME AND LID AND

OPENING SHOWN DIAGRAMMATICALLY.

LOCATE IN CORNER AS INDICATED ON

PLAN OR AS REQUIRED FOR ACCESS

AS COORDINATED WITH CABLE

PENETRATIONS IN MANHOLE

SECTION VIEW

FINISH GRADE

SLOPE CONDUIT TO

MANHOLE (TYP.)

5/8" x 8'-0" COPPER GROUND ROD. BOND

TO ALL STEEL IN MANHOLE WITH 1-#6 AWG.

BOND TO ALL GROUND CONDUCTORS

ROUTED IN MANHOLE

COORDINATE CONDUIT ENTRY

LOCATIONS WITH SITE PLAN (TYP.)

PROVIDE FIBERGLASS MANHOLE LADDER

FOR ACCESS. COORDINATE LOCATION

WITH MANHOLE FRAME AND LID. PROVIDE

AND INSTALL ALL NECESSARY EQUIPMENT

TO SECURE LADDER TO MANHOLE. REFER

TO SPECIFICATIONS FOR DETAILS

#4 AT 6" O.C. EACH WAY

R-1640 MANHOLE FRAME WITH SOLID LID

MANUFACTURED BY NEENAH FOUNDRY

COMPANY, THE LID SHALL BE MARKED

"TELECOMMUNICATIONS". LID SHALL BE

LOCKABLE.

GROUT

PRE CAST BOTTOM SECTION

#4`S AT 6" O.C. BOTTOM

EACH WAY

#4 TOP AND BOTTOM ON

FOUR SIDES OF OPENING

PROVIDE PRE CAST

EXTENSIONS AS NEEDED

TO REACH GRADE

MINIMUM OF 1/3 CU. YD

OF CRUSHED GRAVEL

2" PVC DRAIN PIPE, SLOPE

DOWN TOWARDS GRAVEL

AWAY FROM THE MANHOLE

DRAIN COVER

TWIST TIMER SWITCH.

FIELD LOCATE NEAR

MANHOLE ENTRANCE,

+48" AFF

REFER TO ELECTRICAL SITE PLANS FOR CIRCUIT

IDENTIFICATION AND PANEL BOARD LOCATION

CAST-IN-PLACE OR

PRE-CAST CONCRETE TOP

PRE CAST TOP SECTION

INSIDE MANHOLE DIMENSIONS

SHALL BE 72"W X 72"Dx 72"H

M

IN

IM

U

M

(1

(1

(7

/2

M

IN

IM

U

M

(6

M

IN

IM

U

M

(36")

(6") (6")

(1

(1

MALLEABLE IRON

BELL END (TYP.)

S

NOTES:

1. DETAIL SHOWN DIAGRAMMATICALLY.REFER TO 0-TG003 FOR MANHOLE LOCATIONS.

2. DETAIL IS TYPICAL OF ALL MANHOLES.

3. A MINIMUM OF 50' OF EACH FIBER CABLE SHALL BE COILED IN EACH MAINTENANCE HOLE.

4. MINIMUM INTERIOR DIMENSIONS OF 72" X 72" X 72".

20'-0" MINIMUM

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" (5") SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0"

ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC SPACER,

MAXIMUM 5' ON CENTER. [CARLON

S288 SERIES, UNDERGROUND

DEVICES WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES]

3" MIN.

M

IN

M

IN

M A

X

/2

/4

2500 PSI CONCRETE

7 1/2" 7 1/2"

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NONMETALLIC REDUCER SPACER

NOTES:

1. INSTALL 2000 lb TENSILE STRENGTH BRAIDED POLYPROPYLENE

PULL CORD IN ALL CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE

WITH A MINIMUM OF (4) #4 DOWELS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/T

.0

V A

-C h ill ic o th e

C a m p u s

C .r v t

/6

/2

:3

:2

P M

000-TN500

TECHNOLOGY DETAILS

07/07/2023 ACA ECW

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

NO SCALE

EXTERIOR HAND HOLE DETAIL

NO SCALE

EXTERIOR WALL PENETRATION DETAIL

NO SCALE

CORE "A" DUCTBANK DETAIL

NO SCALE

CORE "B" DUCTBANK DETAIL

NO SCALE

TELECOMMUNICATIONS MANHOLE DETAIL

NO SCALE

DUCT BANK DETAIL (3x2)

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

Eddie C. Willis, Jr.

REG. NO. 191562R

EXPIRES 12-31-25

REGIS

TE

R

ED

C

O

MMUNICA T IONS DISTRIBUT IO

N

DESIG

NER

S °3 '4 "W

.3

N12°09'33"W 101.51'

S °3 '3 "W

.3

S °3 '5 "W

.7

N °3 '4 "E

.2

S12°12'35"E 618.40'

T41

T40

5 3

F F E

.9

F F E

.9

F F E

.3

F F E

.4

F F E

.0

F F E

.0

F F E

.3

F F E

.7

F F E

.0

F F E

.3

F F E

.7

F F E

.1

F F E

.8

F F E

.3

F F E

.3

F F E

.3

F F E

.8

F F E

.3

F F E

.3

F F E

.5

F F E

.7

F F E

.8

F F E

.9

F F E

.9

F F E

.9

(N O R

TH

S

ID

E

F F E

.9

(S O U

TH

S

ID

E

F F E

.8

F F E

.1

F F E

.9

F F E

.0

F F E

.5

F F E

.8

F F E

.6

F F E

.8

F F E

.5

F F E

.9

F F E

.7

F F E

.5

F F E

.5

F F E

.3

F F E

.8

F F E

.9

F F E

.4

F F E

.4

F F E

.3

F F E

.3

F F E

.6

F F E

.4

F F E

.6

F F E

.1

F F E

.8

F F E

.9

F F E

.0

F F E

.5

F F E

.8

F F E

.7

F F E

.2

F F E

.8

F F E

.8

F F E

.5

F F E

.5

FFE =

661.43

F F E

.3

F F E

.0

F F E

.7

F F E

.1

F F E

.9 7F F E

.7

F F E

.0

F F E

.8

F F E

.3

F F E

.8

F F E

.9

F F E

.9

F F E

.7

F F E

.6

STEPS

T

T

T

T

T

T

T

T T

T T

T T

T T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T T

T

T

P T

T

T

T

T

T

T

T

T

T

T

T T

T

T

T

A

B

B

A

B B

A

A

A A

A A

A

A

A B

B

B B

B

B

B

B

B A

B

B

A

B A

B

A

A

A

A

A

B

B B

35 3

252 24

AB

SHEET NOTES:

1. REFER TO CIVIL PLANS FOR EXACT ROUTING AND

QUANTITIES.

2. DASHED LINES REPRESENT DUCTBANK, CRAWL

SPACE OR UNDERGROUND CONDUITS

3. PROVIDE (3) MAXCELL, 3-POCKET FABRIC

INNERDUCTS (MXE8683) IN EACH 4" CONDUIT.

4. REFER TO 1/TN401 EXTERIOR HAND HOLE DETAIL

FOR ADDITIONAL INFORMATION.

5. REFER TO 2/TN401, EXTERIOR WALL

PENETRATION DETAIL FOR ADDITIONAL

INFORMATION.

6. REFER TO 3/TN401, EXTERIOR PATHWAY DETAIL

FOR ADDITIONAL INFORMATION.

7. REFER TO OPTICAL FIBER AND COPPER RISER

DIAGRAMS ON TN400 FOR ADDITIONAL

INFORMATION.

SP2

A

B

B

A

B A

SP1/SP2

SP2

AB

KEYNOTES:

1. LOCATION OF EXISTING TELECOMMUNICATIONS

MANHOLE AND ASSOCIATED UNDERGROUND

PATHWAY TO DATA CENTER IN BUILDING #18.

MANHOLE CONTAINS BACKBONE OPTICAL FIBER

CABLES FOR BOTH PRIMARY AND SECONDARY

SERVICE PROVIDERS (SP1/SP2).

2. APPROXIMATE LOCATION OF SP2 EXISTING

UNDERGROUND PATHWAYS FROM COMMON

MANHOLE WITH SP1 BACK TO EXISTING SP2

MANHOLE.

3. CONTRACTOR SHALL PROVIDE NEW TELECOM

DUCTBANK FROM EXISTING SP2 MANHOLE

INDICATED AND ROUTE BELOW GRADE AS

SHOWN TO PROVIDE DIVERSE PATHWAY INTO

BUILDING #18.

4. CONTRACTOR SHALL PROVIDE NEW MANHOLE

AT LOCATION INDICATED WITH CONDUIT

DUCTBANK OUT OF BUILDING #18 TO START

"CORE B" BACKBONE CABLE ROUTE.

5. CONTRACTOR SHALL PROVIDE NEW MANHOLE AT

LOCATION INDICATED WITH CONDUIT DUCTBANK

FROM BUILDING #18 AND MANHOLE TO START

"CORE A" BACKBONE CABLE ROUTE.

6. ROUTE CONDUIT DUCTBANK UNDER

EXISTING STAIRS.

7. ROUTE CONDUIT DUCTBANK UNDER

COVERED WALKWAY.

8. ROUTE DUCTBANKS UNDER OUTDOOR PATIO

AND CRAWL SPACE OF BUILDING ADDITION.

9. COORDINATE DUCTBANK ROUTING IN THIS AREA

TO AVOID TREES AND LANDSCAPE MONUMENTS

AND BASEBALL FIELD FENCING.

A-LOOP

B-LOOP

B-LOOP

B -L

O O

P

B-LOOP

A-LOOP

B-LOOP

B -L

O O

P

A -L

O O

P

A-LOOP A-LOOP

B-LOOP

B-LO

O P

A-LOOP

(3) 4"C(2) 4"C

(3) 4"C

(2) 4"C

(2) 4"C (3) 4"C

(2) 4"C

(3) 4"C

(2) 4"C

(3) 4"C

(2) 4"C

(3) 4"C

(2) 4"C

(3) 4"C

(3) 4"C

(2) 4"C

(3) 4"C(2) 4"C

(3) 4"C

(2) 4"C

(3) 4"C

(2) 4"C

(3) 4"C(3) 4"C

(2) 4"C

(2) 4"C

(3) 4"C(3) 4"C

(2) 4"C(2) 4"C

(2) 4"C

(3) 4"C

(3) 4"C

(2) 4"C

(2) 4"C(2) 4"C

(3) 4"C

(2) 4"C

(3) 4"C

(3) 4"C(2) 4"C

(3) 4"C

(2) 4"C

(2) 4"C(3) 4"C

(3) 4"C

(2) 4"C

A -L

O O

P

B-LOOP

A -L

O O

P

B -L

O O

P

B-LOOP

A-LOOP

A -L

O O

P

A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/T

.0

V A

-C h ill ic o th e

C a m p u s

C .r v t

/6

/2

:3

:2

P M

000-TS100

CAMPUS TECHNOLOGY SITE PLAN

07/07/2023 ACA ECW

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS

SITE

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

N O R

HT

1" = 110'-0"

CAMPUS TECHNOLOGY SITE PLAN

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

Eddie C. Willis, Jr.

REG. NO. 191562R

EXPIRES 12-31-25

REGIS

TE

R

ED

C

O

MMUNICA T IONS DISTRIBUT IO

N

DESIG

NER

DN

Training Room

BB103

Bowling Alley

BC100B

Game Room

BC100

Tele Clos

BB105

Records Storage

BA110

Mds Records Storage

BA112

Admin Office Academic

Affairs

BA114

Admin Officer Gecl

BA111

Palliative Care

BA109

Associate Chief Nurse

BA107

Palliative Care

Coordination

BA105

Community Health Nurse

BA103

Comm Social Worker

BA108

Corridor

CB3

Pharmacist

BA101A

Nursing Storage

BA102

Elect. Room

BC100F

Elect. Room

BC100E

Vestibule

BC100D

Stair

S1-0

Corridor

CB5

Mechanical

BB106

Toilet

BB107

Corridor

CB4

HAC

BA100

Stair

S2-0

Corridor

CB1

Storage

BB101A

Vet Director Coordinator

BA101B

Gecl Clinical Liason/ Non Va Case Rn

BA101C

Toilet

BA104

Corridor

CB2

Pin Setting Equip

BC100C

Game Room

BC100A

Supply Room

BC100G

Storage

BB102

Cio Equipment

Storage

BB101

Dep Cos

BA116Ao Rehab Services

BA113

Corridor

CB6

Engineering Room

BB104

Tele Clos

BB104A

Storage

BB100

Toilet

BA106

Tele Clos

BA102A

(2) 4"C - (5) 24-STRAND OS2 OPTICAL

FIBER AND (5) 25-PAIR COPPER CABLES

AND (1) 4”C - SPARE

(1) 4"C - (5) 24-STRAND OS2

OPTICAL FIBER CABLES

AND (1) 4”C -SPARE

BA

OUTLINE OF TR #139

AT FLOOR ABOVE

OUTLINE OF TR #179

AT FLOOR ABOVE

HANDHOLE

HANDHOLE

(1) 4"C - (1) 24-STRAND OS2

OPTICAL FIBER CABLE

(2) 4"C - (1) 24-STRAND OS2

OPTICAL FIBER AND

25-PAIR COPPER CABLES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD…

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