Attachment 6-Part 5 of 9-Drawings-EHRM-Salt Lake City.pdf

PDF 18 MB Posted Jun 29, 2023

Attached to: EHRM Infrastructure Upgrades Construction - Salt Lake City VAMC Project 660-21-700
Solicitation number: 36C77623B0041
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal contract opportunity for construction services. The Department of Veterans Affairs Technology Acquisition Center Austin is soliciting proposals under solicitation number 36C77623B0041 for infrastructure upgrades at the Salt Lake City VA Medical Center. Offerors should provide construction services to upgrade EHRM systems as outlined in Attachment 6-Part 5 of 9-Drawings-EHRM-Salt Lake City.pdf, an 18MB file containing project drawings and specifications. Proposals are due by the date listed in the full solicitation. The awarded firm will be expected to complete the upgrades to EHRM infrastructure by the scheduled completion date.

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Other files

File	Type	Posted
RESPONSE Attachment V5.1.docx	DOCX document	Aug 21, 2023
Construction Wage Rates- Salt Lake County- 08-11-2023.pdf	PDF	Aug 21, 2023
ADDENDUM No 01.pdf	PDF	Aug 21, 2023
Bid opening call-in information.pdf	PDF	Aug 21, 2023
RESPONSE Attachment V5.1 No. 30 Snippet.JPG	JPG image	Aug 21, 2023
2017 AHERA 3-Year Reinspection v2.2 2017_1205_BT.xlsx	XLSX spreadsheet	Aug 21, 2023
RESPONSE V10 - Technical Questions.docx	DOCX document	Aug 21, 2023
RESPONSE Attachment V7.2.docx	DOCX document	Aug 21, 2023
36C77623B0041 0004.pdf	PDF	Aug 21, 2023
RESPONSE Attachment V2.1.docx	DOCX document	Aug 21, 2023
RESPONSE Attachment V1.1.docx	DOCX document	Aug 21, 2023
RESPONSE Attachment V7.1.docx	DOCX document	Aug 21, 2023
RESPONSE Attachment V3.1.docx	DOCX document	Aug 21, 2023
36C77623B0041 0003.pdf	PDF	Aug 10, 2023
36C77623B0041 0003.pdf	PDF	Aug 10, 2023
36C77623B0041 0002.pdf	PDF	Jul 25, 2023
660-21-700 PreConstruction Site Visit Sing In Sheet 2023 07 14.pdf	PDF	Jul 17, 2023
36C77623B0041 0001.pdf	PDF	Jul 17, 2023
Attachment 13-Utah Tax Memo-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 7-Part 6 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 12-Construction Wage Rates-Salt Lake County- 04-14-2023.pdf	PDF	Jun 29, 2023
Attachment 14-Limitations on Subcontracting-EHRM-Salt Lake City.docx	DOCX document	Jun 29, 2023
Attachment 2-Part 1 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 15-Contractor Safety-Environmental-EHRM-S.L.C..docx	DOCX document	Jun 29, 2023
Attachment 1-Specifications-(1 of 1)-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 3-Part 2 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 9-Part 8 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 5-Part 4 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
36C77623B0041.pdf	PDF	Jun 29, 2023
Attachment 16 - Site Visit Instructions.pdf	PDF	Jun 29, 2023
Attachment 11-Asbestos Site Survey-EHRM Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 10-Part 9 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 4-Part 3 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023
Attachment 8-Part 7 of 9-Drawings-EHRM-Salt Lake City.pdf	PDF	Jun 29, 2023

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"3C08A-01

RACK A-2"

"3C08A-01

RACK A-1"

6" WIDE SINGLE-

SIDED VERTICAL

WIRE MANAGEMENT

6" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

7'-0" 45RU DATA

EQUIPMENT RACK,

TYPICAL

10" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

UPS (6RU)

POWER DIST. (2RU)

UPS (6RU)

FPP1 (1RU) - PATH "B"

FPP1 (1RU) - PATH "A"

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

DISTRIBUTION

(15RU)

NETWORK/OE

(15RU)

POWER

DISTRIBUTION

(15RU)

"3C08A-01

RACK A-2"

"3C08A-01

RACK A-1"

RBB1 (1RU)RBB1 (1RU)

P D

"4A11A-01

RACK A-1"

"4A11A-01

RACK A-2"

7'-0" 45RU DATA

EQUIPMENT RACK,

TYPICAL

10" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

UPS (6RU)

POWER DIST. (2RU)

UPS (6RU)

6" WIDE SINGLE-

SIDED VERTICAL

WIRE MANAGEMENT

6" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

FPP1 (1RU) - PATH "B"

FPP1 (1RU) - PATH "A"

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

DISTRIBUTION

(15RU)

NETWORK/OE

(15RU)

POWER

DISTRIBUTION

(15RU)

SPP1 (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

"4A11A-01

RACK A-2"

"4A11A-01

RACK A-1"

RBB1 (1RU) RBB1 (1RU)

P D

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

L E

C .r v t

01-ET508

TELECOM EQUIPMENT RACK

ELEVATIONS

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 01

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: 1" = 1'-0"F6

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 3C08A-01 (FRONT OF RACKS)

SCALE: 1" = 1'-0"C6

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 3C08A-01 (REAR OF RACKS)

SCALE: 1" = 1'-0"F1

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 4A11A-01 (FRONT OF RACKS)

SCALE: 1" = 1'-0"C1

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 4A11A-01 (REAR OF RACKS)

SHEET

KEYNOTES

1 SEE DETAIL E3/ET501 FOR DATA DEVICE DROP

SCHEDULE AND CABLE COUNTS.

2 SEE DETAIL F7/ET502 FOR DATA DEVICE DROP

SCHEDULE AND CABLE COUNTS.

Revisions: Date:

06/08/23

"4C08-01

RACK A-2"

"4C08-01

RACK A-1"

7'-0" 45RU DATA

EQUIPMENT RACK,

TYPICAL

10" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

UPS (6RU)

POWER DIST. (2RU)

UPS (6RU)

6" WIDE SINGLE-

SIDED VERTICAL

WIRE MANAGEMENT

6" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

FPP1 (1RU) - PATH "B"

FPP1 (1RU) - PATH "A"

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

DISTRIBUTION

(15RU)

NETWORK/OE

(15RU)

POWER

DISTRIBUTION

(15RU)

"4C08-01

RACK A-2"

"4C08-01

RACK A-1"

RBB1 (1RU) RBB1 (1RU)

P D

"5B08A-01

RACK A-2"

"5B08A-01

RACK A-1"

6" WIDE SINGLE-

SIDED VERTICAL

WIRE MANAGEMENT

6" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

7'-0" 45RU DATA

EQUIPMENT RACK,

TYPICAL

10" WIDE SINGLE-SIDED

VERTICAL WIRE

MANAGEMENT

UPS (6RU)

POWER DIST. (2RU)

UPS (6RU)

FPP1 (1RU) - PATH "B"

FPP1 (1RU) - PATH "A"

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

SPP1 (1RU)

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

OE (1RU) - NIC

BLANK PANEL (1RU)

DISTRIBUTION

(15RU)

NETWORK/OE

(15RU)

POWER

DISTRIBUTION

(15RU)

RBB1 (1RU)

"5B08A-01

RACK A-1"

"5B08A-01

RACK A-2"

RBB1 (1RU)

P D

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

L E

C .r v t

01-ET509

TELECOM EQUIPMENT RACK

ELEVATIONS

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 01

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: 1" = 1'-0"F6

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 4C08-01 (FRONT OF RACKS)

SCALE: 1" = 1'-0"C6

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 4C08-01 (REAR OF RACKS)

SCALE: 1" = 1'-0"F1

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 5B08A-01 (FRONT OF RACKS)

SCALE: 1" = 1'-0"C1

TELECOM EQUIPMENT RACK ELEVATION, TELECOMMUNICATION ROOM 5B08A-01 (REAR OF RACKS)

SHEET

KEYNOTES

1 SEE DETAIL F7/ET502 FOR DATA DEVICE DROP

SCHEDULE AND CABLE COUNTS.

2 SEE DETAIL E7/ET502 FOR DATA DEVICE DROP

SCHEDULE AND CABLE COUNTS.

LADDER RACK,

TYPICAL

TR GA16-01

GROUND LEVEL

ACCESSIBLE CEILING

2 EA., 1.25" CND

"HH-1"

3 EA., 4" CND

W/ 1 EA 12710

DURALINE IN EACH

1 EA., 1" CND

W/ PULL STRING

(1) #3 CU TO

GROUNDING

ELECTRODE

J W

LADDER RACK,

TYPICAL

MCR GD13-1/ TELEPHONE

SWITCHGEAR GD03AA-1

(1) #3 CU TO

GROUNDING

ELECTRODE

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

JHOOK BACKBONE

PATHWAY, TYP

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

(1) #3 CU TO

GROUNDING

ELECTRODE

(FLOOR OUTLETS)

FB#

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

(1) #3 CU TO

GROUNDING

ELECTRODE

(FLOOR OUTLETS)

FB#

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

(1) #3 CU TO

GROUNDING

ELECTRODE

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

(1) #3 CU TO

GROUNDING

ELECTRODE

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

(1) #3 CU TO

GROUNDING

ELECTRODE

F KP

KP F

6 EA., 4" CND6 EA., 4" CND

GROUND LEVELGROUND LEVEL

TR 1A15A-01

FIRST LEVEL

TR 1E02-01

FIRST LEVEL

J J J J J J J J J JJ J J J J J J J J J

J J J J J J J J J J J J J J J J J J J J

TR 2A11-01

SECOND LEVEL

TR 2C08-01

SECOND LEVEL

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

JHOOK HORIZONTAL

PATHWAY, TYP

JHOOK HORIZONTAL

PATHWAY, TYP

JHOOK HORIZONTAL

PATHWAY, TYP

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

4 EA., 4" CND 4 EA., 4" CND

4 EA., 4" CND

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

JHOOK BACKBONE

PATHWAY, TYP

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

(1) #3 CU TO

GROUNDING

ELECTRODE

J J J J J J J J J J

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

4 EA., 4" CND

COORIDOR GD00-1, GA00-1,

GB00-1, GC00-1

GROUND LEVEL

COORIDOR GD00-1, GA00-1

4 EA., 4" CND4 EA., 4" CND

6 EA., 4" CND

UP TO

THIRD LEVEL

TR 3C08B-01

6 EA., 4" CND

UP TO

THIRD LEVEL

TR 3A11A-01

SECOND LEVEL

J J J J J J J J J J J

JHOOK HORIZONTAL

PAHTWAY, TYP

J J J J J J J J J J J J J J

J-HOOK BACKBONE

PATHWAY, TYP

J-HOOK HORIZONTAL

PATHWAY, TYP

FIRST LEVEL

4 EA., 4" FIRE RATED

SLEEVES

6 EA., 4" CND

J J J J J J J J J J J J J J

J-HOOK BACKBONE

PATHWAY, TYP

J-HOOK HORIZONTAL

PATHWAY, TYP

4 EA., 4" CND

6 EA., 4" CND

4 EA., 4" CND

TR 1D42B-01

J J J J J J J J J J

J J J J J J J J J J J

JHOOK HORIZONTAL

PAHTWAY, TYP

J J J J J J J J J J

TR GC01-01

F KP

W W

4-11/16" BOX W/

5/8" MUD RING

4-11/16" BOX W/

5/8" MUD RING

4-11/16" BOX W/

5/8" MUD RING

4-11/16" BOX W/

5/8" MUD RING

FIRST LEVEL FIRST LEVEL FIRST LEVEL

SECOND LEVELSECOND LEVEL

GROUND LEVELGROUND LEVELGROUND LEVEL

ACCESSIBLE CEILING

ACCESSIBLE CEILINGACCESSIBLE CEILING

SLACK LOOPJHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

L E

C .r v t

01-ET601

TELECOM CONDUIT RISER

DIAGRAM

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 01

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: NTSF1

TELECOM CONDUIT RISER DIAGRAM

GENERAL

SHEET NOTES

1 FIBER PATH "A" AND FIBER PATH "B" SHALL TAKE

DIVERSE ROUTES FROM MCR TO EACH TR. PATH "A"

SHALL TAKE EAST ROUTE, PATH "B" SHALL TAKE

WEST ROUTE THROUGH TR VERTICAL STACK AND

SHALL CROSS ON EACH FLOOR IN IT'S OWN

DESIGNATED J-HOOK PATHWAY.

2 INDICATION OF TYPICAL PRIMARY CABLE PATHWAYS

REQUIRED. ALL J-HOOK PATHWAYS REQUIRED IN

OFFICE SPACES, LABS, CONFERENCE ROOMS, ETC.

TO BE LAID OUT AND INSTALLED BY THE

CONTRACTOR.

3 J-HOOK PATHWAY SPACING SHALL BE A MAXIMUM OF

48".

4 ALL J-HOOKS TO BE SIZED TO SUPPORT CATEGORY

6A CABLE.

5 SEPARATION LINE INDICATES DATA CABLE

TERMINATION LOCATION TO SPECIFIC TR ROOMS.

REFER TO OVERALL TELECOM PLAN FOR ADDITIONAL

INFORMATION.

6 IN BUILDINGS WHERE FIBER ONLY IS PROVIDED,

CONTRACTOR TO FIELD VERIFY FINAL FIBER

TERMINATION LOCATION WITH EXISTING RACK OR

WALL MOUNTED FIBER PATCH PANELS. CONTRACTOR

TO PROVIDE FIBER PATCH PANEL TO MATCH

EXISTING CONDITIONS.

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

(1) #3 CU TO

GROUNDING

ELECTRODE

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

(1) #3 CU TO

GROUNDING

ELECTRODE

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

(1) #3 CU TO

GROUNDING

ELECTRODE

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND

(1) #3 CU TO

GROUNDING

ELECTRODE

(FLOOR OUTLETS)

FB#

BASKET TRAY,

TYPICAL

ACCESSIBLE CEILING

SLACK LOOP

2 EA., 1.25" CND 1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

(1) #3 CU TO

GROUNDING

ELECTRODE

F 4

THIRD LEVEL

TR 3C08A-01

THIRD LEVEL

FOURTH LEVEL

TR 4C08-01

FOURTH LEVEL

FIFTH LEVEL

6 EA., 4" CND

DOWN TO

SECOND LEVEL

TR 2C08-01

4 EA., 4" CND

6 EA., 4" CND

DOWN TO

SECOND LEVEL

TR 2A11-01

TR 3A11B-01

THIRD LEVEL

TR 4A11A-01

TR 5A08B-01

THIRD LEVEL

J J J J J J J J J J J J J J J J J J J J J J J J J J J J JJJ J JJJJ

JHOOK HORIZONTAL

PAHTWAY, TYP

ACCESSIBLE CEILING

J J J J J J J J J J J J J J J J J J J J J J J J J J J J JJJ J JJJJ

JHOOK HORIZONTAL

PAHTWAY, TYP

ACCESSIBLE CEILING

A W

F KP

FOURTH LEVEL FOURTH LEVEL

1 EA., 1" CND

W/ PULL

STRING

4-11/16" BOX W/

5/8" MUD RING

F 4

W W

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

JHOOK HORIZONTAL

PATHWAY, TYP

J J J J J J J J J J

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

L E

C .r v t

01-ET602

TELECOM CONDUIT RISER

DIAGRAM

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 01

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: NTSF1

TELECOM CONDUIT RISER DIAGRAM

GENERAL

SHEET NOTES

1 FIBER PATH "A" AND FIBER PATH "B" SHALL TAKE

DIVERSE ROUTES FROM MCR TO EACH TR. PATH "A"

SHALL TAKE EAST ROUTE, PATH "B" SHALL TAKE

WEST ROUTE THROUGH TR VERTICAL STACK AND

SHALL CROSS ON EACH FLOOR IN IT'S OWN

DESIGNATED J-HOOK PATHWAY.

2 INDICATION OF TYPICAL PRIMARY CABLE PATHWAYS

REQUIRED. ALL J-HOOK PATHWAYS REQUIRED IN

OFFICE SPACES, LABS, CONFERENCE ROOMS, ETC.

TO BE LAID OUT AND INSTALLED BY THE

CONTRACTOR.

3 J-HOOK PATHWAY SPACING SHALL BE A MAXIMUM OF

48".

4 ALL J-HOOKS TO BE SIZED TO SUPPORT CATEGORY

6A CABLE.

5 SEPARATION LINE INDICATES DATA CABLE

TERMINATION LOCATION TO SPECIFIC TR ROOMS.

REFER TO OVERALL TELECOM PLAN FOR ADDITIONAL

INFORMATION.

6 IN BUILDINGS WHERE FIBER ONLY IS PROVIDED,

CONTRACTOR TO FIELD VERIFY FINAL FIBER

TERMINATION LOCATION WITH EXISTING RACK OR

WALL MOUNTED FIBER PATCH PANELS. CONTRACTOR

TO PROVIDE FIBER PATCH PANEL TO MATCH

EXISTING CONDITIONS.

GROUND LEVEL, TELEPHONE SWITCH GEAR GD03AA-01GROUND LEVEL, TR GA16-01

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

2 EA., CAT 6A UTP CABLE, BLUE

1 EA., CAT 6A UTP CABLE, BLUE 1 EA., CAT 6A UTP CABLE, BLUE

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

RACK MOUNTED

GROUND LEVEL, COMPUTER ROOM, MCR GC13-01

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

OWNERS

EQUIPMENT

(NIC)

FIBER

PATCH

PANEL

PATH "A"

(FPP4)

FIBER

PATCH

PANEL

PATH "B"

(FPP4)

PATH "A" TO EACH TR

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

2 EA., CAT 6A UTP CABLE, BLUE

1 EA., CAT 6A UTP CABLE, BLUE

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

GROUND LEVEL, TR GC01-01

FIRST LEVEL, TR 1A15A-01FIRST LEVEL, TR 1D42B-01

SECOND LEVEL, TR 2A11-01 SECOND LEVEL, TR 2C08-01

PATH "B" TO EACH TR

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

2 EA., CAT 6A UTP CABLE, BLUE

1 EA., CAT 6A UTP CABLE, BLUE

PATH "A" TO MCR GD13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GD13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

RACK MOUNTED

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

FIRST LEVEL, TR 1F02-01 FIRST LEVEL, TR 1F33G-01

SECOND LEVEL, TR 2F55-01

1 EA., CAT 6A UTP CABLE, BLUE

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

RACK MOUNTED

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

RACK MOUNTED

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

FIRST LEVEL, TR 1E02-01

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

1 EA., CAT 6A UTP CABLE, BLUE

2 EA., CAT 6A UTP CABLE,YELLOW

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

L E

C .r v t

01-ET603

TELECOM CABLE RISER DIAGRAM EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 01

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: NTSF1

TELECOM CABLE RISER DIAGRAM

GENERAL

SHEET NOTES

1 FIBER PATH "A" AND FIBER PATH "B" SHALL TAKE

DIVERSE ROUTES FROM MCR TO EACH TR. PATH "A"

SHALL TAKE EAST ROUTE, PATH "B" SHALL TAKE

WEST ROUTE THROUGH TR VERTICAL STACK AND

SHALL CROSS ON EACH FLOOR IN IT'S OWN

DESIGNATED J-HOOK PATHWAY.

2 INDICATION OF TYPICAL PRIMARY CABLE PATHWAYS

REQUIRED. ALL J-HOOK PATHWAYS REQUIRED IN

OFFICE SPACES, LABS, CONFERENCE ROOMS, ETC.

TO BE LAID OUT AND INSTALLED BY THE

CONTRACTOR.

3 J-HOOK PATHWAY SPACING SHALL BE A MAXIMUM OF

48".

4 ALL J-HOOKS TO BE SIZED TO SUPPORT CATEGORY

6A CABLE.

5 SEPARATION LINE INDICATES DATA CABLE

TERMINATION LOCATION TO SPECIFIC TR ROOMS.

REFER TO OVERALL TELECOM PLAN FOR ADDITIONAL

INFORMATION.

6 IN BUILDINGS WHERE FIBER ONLY IS PROVIDED,

CONTRACTOR TO FIELD VERIFY FINAL FIBER

TERMINATION LOCATION WITH EXISTING RACK OR

WALL MOUNTED FIBER PATCH PANELS. CONTRACTOR

TO PROVIDE FIBER PATCH PANEL TO MATCH

EXISTING CONDITIONS.

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

RACK MOUNTED

DUPLEX SM PATCH

CORD, LC CONNECTOR,

TYPICAL

CAT 6A PATCH

CORD

2 EA., CAT 6A UTP CABLE,YELLOW

2 EA., CAT 6A UTP CABLE, BLUE

OWNERS

EQUIPMENT

(NIC)

STATION

PATCH

PANEL,

(SPP1)

2 EA., CAT 6A UTP CABLE, BLUE

4 EA., CAT 6A UTP CABLE, BLUE

2 EA., CAT 6A UTP CABLE, BLUE

4 EA., CAT 6A UTP CABLE, BLUE

2 EA., CAT 6A UTP CABLE, BLUE

1 EA., CAT 6A UTP CABLE, BLUE

1 EA., CAT 6A UTP CABLE, BLUE 1 EA., CAT 6A UTP CABLE, BLUE

1 EA., CAT 6A UTP CABLE, BLUE

C C

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "A" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

THIRD LEVEL, TR 3A11B-01 THIRD LEVEL, TR 3C08A-01

FOURTH LEVEL, TR 4A11A-01 FOURTH LEVEL, TR 4C08-01

FIFTH LEVEL, TR 5B08A-01

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

PATH "B" TO MCR GC13-01

" 1 EA., 12 STRAND SM

" 1 EA., 24 STRAND MM OM4

1 EA., CAT 6A UTP CABLE, BLUE

W W

1 EA., CAT 6A UTP CABLE, BLUE

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

FIBER

PATCH

PANEL

PATH "A"

(FPP1)

FIBER

PATCH

PANEL

PATH "B"

(FPP1)

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

L E

C .r v t

01-ET604

TELECOM CABLE RISER DIAGRAM EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 01

08 JUN 2023 ARNOLD,

FELT

TAYLOR,

SOUTHERN

SCALE: NTSF1

TELECOM CABLE RISER DIAGRAM

GENERAL

SHEET NOTES

1 FIBER PATH "A" AND FIBER PATH "B" SHALL TAKE

DIVERSE ROUTES FROM MCR TO EACH TR. PATH "A"

SHALL TAKE EAST ROUTE, PATH "B" SHALL TAKE

WEST ROUTE THROUGH TR VERTICAL STACK AND

SHALL CROSS ON EACH FLOOR IN IT'S OWN

DESIGNATED J-HOOK PATHWAY.

2 INDICATION OF TYPICAL PRIMARY CABLE PATHWAYS

REQUIRED. ALL J-HOOK PATHWAYS REQUIRED IN

OFFICE SPACES, LABS, CONFERENCE ROOMS, ETC.

TO BE LAID OUT AND INSTALLED BY THE

CONTRACTOR.

3 J-HOOK PATHWAY SPACING SHALL BE A MAXIMUM OF

48".

4 ALL J-HOOKS TO BE SIZED TO SUPPORT CATEGORY

6A CABLE.

5 SEPARATION LINE INDICATES DATA CABLE

TERMINATION LOCATION TO SPECIFIC TR ROOMS.

REFER TO OVERALL TELECOM PLAN FOR ADDITIONAL

INFORMATION.

6 IN BUILDINGS WHERE FIBER ONLY IS PROVIDED,

CONTRACTOR TO FIELD VERIFY FINAL FIBER

TERMINATION LOCATION WITH EXISTING RACK OR

WALL MOUNTED FIBER PATCH PANELS. CONTRACTOR

TO PROVIDE FIBER PATCH PANEL TO MATCH

EXISTING CONDITIONS.

DOWN

UPUP

A WING

B WING

C WING

MECHANICAL

ELECTRICAL

MECHANICAL MECHANICAL

SHOP

EMS

VACANT

PHARMACY

DIRECTOR'S

SUITE

SWING

MORGUE

LOGISTICS

WHOLE HEALTH

MAIL

PHARMACY

WHOLE

HEALTH

D WING

BC07-14

CONSTRUCTION ENTRANCE

BA05-14

BA04F-14

STAIR PATHSTAIR PATH

MEDICAL MEDIA

IRM

NURSING SERVICE ADMINISTRATION

CENTRALIZED STAFF

DIRECTOR'S SUITE

VOLUNTARY SERVICE

REHAB MEDICE

EMS

RECREATIONAL THERAPY

MEDICAL RESEARCH AND DEPT.

PHARMACY

SWING

NUTRITION FOOD SPACE

ACS - PRIMARY CARE

BEHAVIORAL HEALTH

PROSTHETICS

BEHAVIORAL MEDICINE

PSYCHIATRIC RESIDENTIAL

REHABILITATION

ACS - SPECIALTY CARE

BED'S - ICU

BED'S MEDICAL - SURGICAL

VACANT

LOW VISION CLINIC -

OPTOMETRY

SURGICAL

EYE CLINIC - OPHTHAMOLOGY

DIGESTIVE DISEASES, GI, ENDOSCOPY

SOCIAL WORK

ON-CALL PROGRAM

HBPC

POLICE SECURITY SERVICE

PATHOLOGY AND LAB

HRS

CHAPLIN

SPD SERVICE

DIAGNOSTIC IMAGING

UNDER CONSTRUCTION

REHAB - BED'S

MAS

HOSPICE PALLIATIVE

DIALYSIS

CARDILOLOGY

VETERANS ASSISTANCE/SERVICE

ORGANIZATION/ UNION

CANTEEN

ENGINEERING

LINEN

LOGISTICS

LOW VISION CLINIC

ACS - URGENT CARE

WHOLE HEALTH

SEQUENCING PLAN GENERAL NOTES

1. FOR SEQUENCING PHASES AND GENERAL NOTES, SEE AE001.

EXISTING TELECOMMUNICATION SPACE

NEW CONSTRUCTION

CONTRACTOR PATH OF TRAVEL

CONSTRUCTION ENTRANCE

RAND M.

EARDLEY

128806

S T

A T

E UTA

ARED CH

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

R C

H .r v t

14-GC1B0

SEQUENCING PLAN - BASEMENT

FLOOR

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 14

08 JUN 2023 PURCELL ROOKER

06/02/23

NORTH

1/16" = 1'-0"1

SEQUENCING PLAN - BASEMENT FLOOR

0' 8' 16' 32' 64'

GRAPHIC SCALE 1/16" = 1'-0"

DEPARTMENT PLAN LEGEND

SEQUENCING LEGEND

A WING

B WING

C WING

ENROLLMENT

POLICE

EMERGENCY

DEPARTMENT PRIMARY CARE

TRANSITION AND

CARE

MANAGMENT

D WING

GB38-14

GB34-14

GB64-14

GB51A-14

GB33-14 & GB31-14

STAIR PATHSTAIR PATH

G A

-1

MEDICAL MEDIA

IRM

NURSING SERVICE ADMINISTRATION

CENTRALIZED STAFF

DIRECTOR'S SUITE

VOLUNTARY SERVICE

REHAB MEDICE

EMS

RECREATIONAL THERAPY

MEDICAL RESEARCH AND DEPT.

PHARMACY

SWING

NUTRITION FOOD SPACE

ACS - PRIMARY CARE

BEHAVIORAL HEALTH

PROSTHETICS

BEHAVIORAL MEDICINE

PSYCHIATRIC RESIDENTIAL

REHABILITATION

ACS - SPECIALTY CARE

BED'S - ICU

BED'S MEDICAL - SURGICAL

VACANT

LOW VISION CLINIC -

OPTOMETRY

SURGICAL

EYE CLINIC - OPHTHAMOLOGY

DIGESTIVE DISEASES, GI, ENDOSCOPY

SOCIAL WORK

ON-CALL PROGRAM

HBPC

POLICE SECURITY SERVICE

PATHOLOGY AND LAB

HRS

CHAPLIN

SPD SERVICE

DIAGNOSTIC IMAGING

UNDER CONSTRUCTION

REHAB - BED'S

MAS

HOSPICE PALLIATIVE

DIALYSIS

CARDILOLOGY

VETERANS ASSISTANCE/SERVICE

ORGANIZATION/ UNION

CANTEEN

ENGINEERING

LINEN

LOGISTICS

LOW VISION CLINIC

ACS - URGENT CARE

WHOLE HEALTH

SEQUENCING PLAN GENERAL NOTES

1. FOR SEQUENCING PHASES AND GENERAL NOTES, SEE AE001.

EXISTING TELECOMMUNICATION SPACE

NEW CONSTRUCTION

CONTRACTOR PATH OF TRAVEL

CONSTRUCTION ENTRANCE

RAND M.

EARDLEY

128806

S T

A T

E UTA

ARED CH

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

R C

H .r v t

14-GC100

SEQUENCING PLAN - GROUND

FLOOR

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 14

08 JUN 2023 PURCELL ROOKER

06/02/23

NORTH

1/16" = 1'-0"1

SEQUENCING PLAN - GROUND FLOOR

0' 8' 16' 32' 64'

GRAPHIC SCALE 1/16" = 1'-0"

DEPARTMENT PLAN LEGEND

SAFE

A WING

B WING

C WING

WHOLE HEALTH

DIRECTOR'S

SUITE

SWING SPACE

ACADEMIC

AFFILIATION

LAB

BREAK

HOUSEKEEPING

OFFICE

HOUSEKEEPING

CLINICAL LAB / BLOOD DRAW

PATHOLOGY

CHRONIC PAIN

PATHOLOGY

1A16-14

1B03-14

1B25-14

1C24-14 &1C26-14

STAIR PATHSTAIR PATH

-1

MEDICAL MEDIA

IRM

NURSING SERVICE ADMINISTRATION

CENTRALIZED STAFF

DIRECTOR'S SUITE

VOLUNTARY SERVICE

REHAB MEDICE

EMS

RECREATIONAL THERAPY

MEDICAL RESEARCH AND DEPT.

PHARMACY

SWING

NUTRITION FOOD SPACE

ACS - PRIMARY CARE

BEHAVIORAL HEALTH

PROSTHETICS

BEHAVIORAL MEDICINE

PSYCHIATRIC RESIDENTIAL

REHABILITATION

ACS - SPECIALTY CARE

BED'S - ICU

BED'S MEDICAL - SURGICAL

VACANT

LOW VISION CLINIC -

OPTOMETRY

SURGICAL

EYE CLINIC - OPHTHAMOLOGY

DIGESTIVE DISEASES, GI, ENDOSCOPY

SOCIAL WORK

ON-CALL PROGRAM

HBPC

POLICE SECURITY SERVICE

PATHOLOGY AND LAB

HRS

CHAPLIN

SPD SERVICE

DIAGNOSTIC IMAGING

UNDER CONSTRUCTION

REHAB - BED'S

MAS

HOSPICE PALLIATIVE

DIALYSIS

CARDILOLOGY

VETERANS ASSISTANCE/SERVICE

ORGANIZATION/ UNION

CANTEEN

ENGINEERING

LINEN

LOGISTICS

LOW VISION CLINIC

ACS - URGENT CARE

WHOLE HEALTH

SEQUENCING PLAN GENERAL NOTES

1. FOR SEQUENCING PHASES AND GENERAL NOTES, SEE AE001.

EXISTING TELECOMMUNICATION SPACE

NEW CONSTRUCTION

CONTRACTOR PATH OF TRAVEL

CONSTRUCTION ENTRANCE

RAND M.

EARDLEY

128806

S T

A T

E UTA

ARED CH

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

R C

H .r v t

14-GC110

SEQUENCING PLAN - FIRST

FLOOR

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 14

08 JUN 2023 PURCELL ROOKER

06/02/23

NORTH

1/16" = 1'-0"1

SEQUENCING PLAN - FIRST FLOOR

0' 8' 16' 32' 64'

GRAPHIC SCALE 1/16" = 1'-0"

DEPARTMENT PLAN LEGEND

RAMP

DOWN

RAMP

A WING

B WING

PHYSICIAN

OFFICES

AMU

RESPIRATORY

CARE CENTER

SPD SERVICE

DIALYSIS

PHYSICIAN

OFFICES

RENAL EXAM

LOGISTICS

2A17-14

2B02-14

2C20-14

2C18-14

2C34-14

2C24-14

2B43-14

STAIR PATH

C -1

MEDICAL MEDIA

IRM

NURSING SERVICE ADMINISTRATION

CENTRALIZED STAFF

DIRECTOR'S SUITE

VOLUNTARY SERVICE

REHAB MEDICE

EMS

RECREATIONAL THERAPY

MEDICAL RESEARCH AND DEPT.

PHARMACY

SWING

NUTRITION FOOD SPACE

ACS - PRIMARY CARE

BEHAVIORAL HEALTH

PROSTHETICS

BEHAVIORAL MEDICINE

PSYCHIATRIC RESIDENTIAL

REHABILITATION

ACS - SPECIALTY CARE

BED'S - ICU

BED'S MEDICAL - SURGICAL

VACANT

LOW VISION CLINIC -

OPTOMETRY

SURGICAL

EYE CLINIC - OPHTHAMOLOGY

DIGESTIVE DISEASES, GI, ENDOSCOPY

SOCIAL WORK

ON-CALL PROGRAM

HBPC

POLICE SECURITY SERVICE

PATHOLOGY AND LAB

HRS

CHAPLIN

SPD SERVICE

DIAGNOSTIC IMAGING

UNDER CONSTRUCTION

REHAB - BED'S

MAS

HOSPICE PALLIATIVE

DIALYSIS

CARDILOLOGY

VETERANS ASSISTANCE/SERVICE

ORGANIZATION/ UNION

CANTEEN

ENGINEERING

LINEN

LOGISTICS

LOW VISION CLINIC

ACS - URGENT CARE

WHOLE HEALTH

SEQUENCING PLAN GENERAL NOTES

1. FOR SEQUENCING PHASES AND GENERAL NOTES, SEE AE001.

EXISTING TELECOMMUNICATION SPACE

NEW CONSTRUCTION

CONTRACTOR PATH OF TRAVEL

CONSTRUCTION ENTRANCE

RAND M.

EARDLEY

128806

S T

A T

E UTA

ARED CH

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

R C

H .r v t

14-GC120

SEQUENCING PLAN - SECOND

FLOOR

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 14

08 JUN 2023 PURCELL ROOKER

06/02/23

0' 8' 16' 32' 64'

GRAPHIC SCALE 1/16" = 1'-0"

NORTH

1/16" = 1'-0"1

SEQUENCING PLAN - SECOND FLOOR

DEPARTMENT PLAN LEGEND

VITREO

US CHINA

C_FO

UNTAINS

ILLBROO

K K-5264

A WING

B WING

SURGERY / O.R. SURGERY / OFFICES

SURGERY: ANESTHESIA, PRE AND

POST-OPERATIVE CARE

STAIR PATH

3A24-14 & 3A26-14

3A12-14

3A08-14

3B02-14

3B14-14

3C16-14 & 3C18-14

3A10-14

STAIR PATH

MEDICAL MEDIA

IRM

NURSING SERVICE ADMINISTRATION

CENTRALIZED STAFF

DIRECTOR'S SUITE

VOLUNTARY SERVICE

REHAB MEDICE

EMS

RECREATIONAL THERAPY

MEDICAL RESEARCH AND DEPT.

PHARMACY

SWING

NUTRITION FOOD SPACE

ACS - PRIMARY CARE

BEHAVIORAL HEALTH

PROSTHETICS

BEHAVIORAL MEDICINE

PSYCHIATRIC RESIDENTIAL

REHABILITATION

ACS - SPECIALTY CARE

BED'S - ICU

BED'S MEDICAL - SURGICAL

VACANT

LOW VISION CLINIC -

OPTOMETRY

SURGICAL

EYE CLINIC - OPHTHAMOLOGY

DIGESTIVE DISEASES, GI, ENDOSCOPY

SOCIAL WORK

ON-CALL PROGRAM

HBPC

POLICE SECURITY SERVICE

PATHOLOGY AND LAB

HRS

CHAPLIN

SPD SERVICE

DIAGNOSTIC IMAGING

UNDER CONSTRUCTION

REHAB - BED'S

MAS

HOSPICE PALLIATIVE

DIALYSIS

CARDILOLOGY

VETERANS ASSISTANCE/SERVICE

ORGANIZATION/ UNION

CANTEEN

ENGINEERING

LINEN

LOGISTICS

LOW VISION CLINIC

ACS - URGENT CARE

WHOLE HEALTH

SEQUENCING PLAN GENERAL NOTES

1. FOR SEQUENCING PHASES AND GENERAL NOTES, SEE AE001.

EXISTING TELECOMMUNICATION SPACE

NEW CONSTRUCTION

CONTRACTOR PATH OF TRAVEL

CONSTRUCTION ENTRANCE

RAND M.

EARDLEY

128806

S T

A T

E UTA

ARED CH

E C T

N S

C E

L I

324 S. State St., Suite 400 Salt Lake City, UT 84111

800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

SHEET TO BE VIEWED AND PRINTED IN COLOR

A u to d e s k D o c s /2

L C

V A

M C

E H

R M

I n fr a s tr u c tu re U p g ra d e s /B ld g

R C

H .r v t

14-GC130

SEQUENCING PLAN - THIRD

FLOOR

EHRM INFRASTRUCTURE

UPGRADES

SALT LAKE CITY, UT 84148

660-21-700

BUILDING 14

08 JUN 2023 PURCELL ROOKER

06/02/23

0' 8' 16' 32' 64'

GRAPHIC SCALE 1/16" = 1'-0"

NORTH

1/16" = 1'-0"1

SEQUENCING PLAN - THIRD FLOOR

DEPARTMENT PLAN LEGEND

1.0 GENERAL NOTES, INSTRUCTIONS, AND SUBMITTALS

1.1 GENERAL INSTRUCTIONS

a. Construction, material testing, workmanship, inspections etc. shall conform to the to the requirements of the governing edition of the International Building Code (IBC), American Society for Civil Engineers (ASCE7)(ASCE7), OSHA STANDARD and other standards as required by the

Authority having jurisdiction (AHJ) or as required by owner.

b. Contractor shall be become familiar with the contract documents and shall ensure subcontractors understand the portion of the work pertaining to their area of work. Any changes to the construction documents shall be submitted in writing to the EOR/Arch prior to implementation.

Changes not approved by the EOR will be redone, fixed or corrected at the contractor’s expense.

c. Contractor shall be responsible to verify site dimensions and conditions. Discrepancies between site conditions and the Contract Documents shall be brought to the attention of the Arch/EOR prior to proceeding with work in the affected area. Existing conditions have been verified to the best of the EOR’s ability, however if actual conditions differ significantly notify EOR before proceeding with work.

d. The drawing and specifications show the finished structure . The contractors shall be responsible for designing and providing mean and methods of construction including, but not limited to, shoring forming, temporary bracing etc unless noted otherwise (UNO) Adequate shoring and bracing shall be provided until the final structural support systems are in place.

e. Contractor shall keep record of modifications made to the original contract documents and report them to the Arch/EOR to be added to the as-built drawings

f. Contractor shall be responsible to verify MEP component size and weight prior to fabrication of the structural supporting systems. Size and locations that do not match drawings may require additional framing members and supports.

g. In the event that certain features of the construction are not fully shown on the drawing or call for in the General Notes or specifications, their construction shall be of the same character and quality as for similar conditions that are specified elsewhere in the construction documents.

h In the event that conflicting notes or details are encountered the more stringent or restrictive items shall apply unless a written clarification of details is provided by the engineer of record for the project. Typical details may be used as long as reasonably similar to the encountered situation.

I. The Architect/Engineer shall be contacted in the event that any portion of the new construction (as shown on these construction documents) can not be accomplished due to conflicts with other portions of the construction documents. The contractor is responsible to verify dimensions and on-sire conditions prior to start of work of fabrication of building components.

j. The plans and details have been prepared to visually represent the actual condition UNO.

However, DO NOT scale the drawings for dimensional information. Refer to Architectural drawings for dimensions UNO. Dimensions, where shown, on structural drawings are to stud line, rough concrete, or concrete block surface unless shown or called out otherwise.

k. Construction, material testing, workmanship, inspections etc. shall conform with the requirements of the governing code in sections 1.1. Contractor shall coordinate inspections, testing, and observations as the work proceeds.

l. The contractor and owner shall be responsible for maintaining the design loads listed herein at all times. This includes during and after construction. The contractor shall use “good judgement” in placing building materials around the site as to not overload structural members.

1.2 STRUCTURAL OBSERVATION

a. Where required STRUCTURAL observations shall be performed by a licensed structural engineer in the state where the project is located. Observation reports shall be submitted to the Architect and persons having Jurisdiction over the project. Observations performed by EA Solutions representatives shall not take the place of special Inspections, or building inspections as required by code. Structural observations are intended to provide an opportunity to clarify misunderstandings and verify overall understanding of the design intent. It is not approval or certification of construction. Refer to the Structural Observations Schedule for items and sequencing of visits.

1.3 SUBMITTALS

a. Submittals shall be made for items designed by others and shop drawings. Spectrum Engineers shall review for overall compliance and understanding of the design intent. The contractor retains responsibility for verifying member sizes, quantities, dimensions, elevations etc. on all submittals related to contract documents. Approved shop drawing and materials must be on site prior to commencement of work.

THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW:

1. Concrete material and mix designs

2. Reinforcing Steel

3. Structural Steel

4. Welding procedures and certifications

2.0 BASIS OF DESIGN

2.1 GRAVITY LOADING

1. The governing code for vertical load resisting elements shall be the 2018 IBC & ASEC7-16 "Minimum Design Loads and Associated Criteria for Buildings and other Structures"

2. Building Risk Category III

3. Dead Loads

Roof 20 psf

4. Floor Live Load:

Offices 40 psf Partition 15 psf Corridor 100 psf

5. Roof Live Load:

Roof Live Load: 20 psf

5.0 CONCRETE

5.1 CONCRETE STRENGTH AND DESIGN PARAMETERS

a. Concrete construction shall be performed in accordance with ACI 318 and other approved standards.

b. The minimum 28 day compressive strength for each type of item on this project is shown in the table below. Table also includes Water/Cement Ratio (W/C), Air Content, Max Aggregate size and Exposure class (see ACI 318 19.3.2.1). Exposure class refer to the following: F- Freeze & Thaw, S- Sulfate, C-Chloride

c. Portland Cement (ASTM ) Type I- General Purpose Type II- Moderate Sulfate Resistance Type III- High early strength Type IV- Slow Reacting Type V- High Sulfate Resistance

d. Fly Ash - (ASTM Class C or F) max content to weight ratio is 25 percent

e. Concrete Density

1. Normal weight concrete 150 pounds per cubic foot

2. Lightweight concrete shall be 110 pounds per cubic foot

f. Aggregate

1. Normal weight in accordance with ASTM C33.

2. lightweight in accordance with ASTM C330.

g. Admixtures

1. Super plasticizers and water reducers are permitted.

2. Calcium chloride admixtures are not permitted

3. Water shall be clean potable and free of refuse.

h. Slump

1. Maximum slump prior to addition of water reducers or plasticizer shall be 4”.

Submittal shall include final slump to used on submittal package.

j. Special Inspection and Testing

1. All concrete placed shall be subject to special inspections and testing per IBC chapter 17, see special inspection section for additional information.

5.2 CONSTRUCTION

a. Formwork and shoring shall be at the discretion of the contractor. Contractor shall remove all forms and shoring after adequate strength has been obtained.

b. Do not allow penetration through any structural element unless specifically instructed to do so.

c. Mechanical vibrate concrete during placement.

d. Before placing concrete,see Electrical , Mechanical, Piping, and Architectural drawings for for addtional penetrations, embeds, sleeves floor drains, conduit blockouts,etc. that are note shwon on the structural drawings

E. Embedded items: Bolts, rebar, Welded wore fabrci and inserts shall be positively held in place before concrete placement. The contractor shall verify location and projection of equipment and anchorage with the apporved vendor submirred drawings. Slab reinforcement, including welded wire fabric shall be held up on chairs or spacer blocks.

F. Expansion joint material shall conform to ASTM D944 for bituminous impregnated fiberboard.

5.3 FOOTINGS

a. Center footing below wall or column, unless specifically instructed otherwise.

b. Footings shall be place below the effects of frost, UNO (exterior only)

c. Footings shall bear on properly prepared sub-surface, See Basis of Design.

d. Stagger footing cold joints from wall cold joints 48” min.

5.4 SLAB-ON-GRADE

a. Interior slab shall be 4” thick min. with 4” of free draining gravel below UNO.

b. Slab reinforcement shall be #4 bars at 24” O.C. each directions UNO.

5.5 WALL

a. Minimum wall reinforcing shall be as follow, (unless noted otherwise):

Wall Horizontal Vertical Thickness Reinforcing Reinforcing

(in) 6 #4 @ 12" o.c. #4 @ 18" o.c.

8 #5 @ 12" o.c. #4 @ 16" o.c.

10 #5 @ 12" o.c. #4 @ 12" o.c.

12 #5 @ 12" o.c. E.F #4 @ 12" o.c. EF

EF= Each Face o.c.=on center

6.0 REINFORCING STEEL

6.1 MATERIALS

a. Steel Reinforcing shall conform to ASTM 615 or ASTM A706 (weldable) and shall be grade 60 (fy=

60,000 psi) minimum unless noted otherwise.

6.2 CONSTRUCTION

a. Minimum cover requirements of steel deformed bar reinforcing shall comply with ACI 318 Table

20.6.1.3.2 – Specified concrete cover for cast-in-place non-prestressed concrete.

Concrete Member Reinforcement Specified Exposure Size Cover (in)

Cast against and permanently ALL All 3 in contact with Ground

Exposed to Weather or in All #6-#18 bars 2 Contact with Ground #5 and smaller 1-1/2

Not Exposed to Weather or in Slab, Joists #14-#18 bars 1-1/2 Contact with Ground & Walls #11 and smaller 3/4

Beams, Ties, Primary Reinforcement Column, stirrups, ties, spirals 1-1/2 Pedestals and hoops

b. Lap splices of reinforcement shall conform to the "TYPICAL REBAR DEVELOPMENT/LAP LENGTH SCHEDULE" unless note otherwise 125% of the spliced bars yield strength.

d. All reinforcing shall be bent cold. Do not heat reinforcing steel. Rebar may be bent one time only. Do not re-bend bars.

e. All reinforcing shall be securely held in place while placing concrete.

f. All reinforcing shall be marked such that identification can be made during final inspection.

g. Use of epoxy coated reinforcing requires additional lap length. Epoxy coated reinforcing should only be used when specifically noted, unless EOR in notified prior.

7.0 ANCHOR BOLTS

7.1 POST INSTALLED CONCRETE ANCHOR BOLTS

a. Anchor design for structural and nonstructural components shall be in accordance with

Chapter 17 of ACI 318-19.

b. Concrete anchors shall be approved for use in cracked concrete and have an approved ICC report UNO.

c. Post installed anchors shall be installed by qualified personnel and in accordance with the manufacturers printed installation instructions (MPII). Existing reinforcing bars shall not be damaged. Drilled holes striking rebar shall immediately be abandoned and patched. The hole shall be relocated or where not feasible contact EOR. Where anchors are installed in pre or post tensioned slabs the reinforcing strands shall be located via X-ray or similar scan.

Do not install anchor within 1-1/2" inches pre-stressing strand.

d. Subcontractor shall supply all equipment required for anchor bolt installation according to MPII. This includes but is not limited to drills, setting tools, clean out brushes, blow-out bulbs, oil free compressed air, vacuums, wrenches etc. as required for installation per manufacturer.

e. Anchors installed in exterior applications or exposed to the moisture shall be hot-dip galvanized per ASTM A153 or stainless steel of type 304/316 per ASTM A193,A320 and F593.

f. Nuts, washers, and other hardware used with an all-threaded bar adhesive anchor system or with a mechanical (expansion or screw) anchor shall have a material or an alloy designation that is compatible with the anchor rod/alloy. Galvanized assemblies shall be hot-dip galvanized in accordance with ASTM A153 Class C. Electroplate galvanizing is not acceptable. Dissimilar metal assemblies shall be separated by nylon, EPDM, or other approved non-metallic washers.

g. Concrete at time of adhesive anchor installation shall have a minimum age of 21 days. For installation of adhesive anchors in concrete having an age less than 21 days, tests shall be conducted to verify the performance of the product in accordance with ACI 355.4

h. Installation of adhesive anchors in orientations from horizontal to vertical to support sustained tension loads shall be performed by personnel certified by the ACI Adhesive Anchor Installer Certification program or equivalent. These anchors are designated with a (CERT) after the anchor callout.

Mechanical anchors shall be tested and assessed in accordance with the most recent edition of ACI

355.2 Qualification of Post Installed Mechanical Anchors in Concrete and Commentary. Acceptable mechanical anchors are as follows:

Screw anchor:

1. Kwik HUS-EZ (ESR 3027) by Hilti Corporation

2. Screw-Bolt + (ESR 3889) by DeWalt-Powers

3. Titen HD (ESR-1056) by Simpson Strong Tie Inc.

4. Alternate screw anchors may be used if an ESR-ICC approval report for use in

Cracked concrete is submitted to the EOR prior to use.

Wedge anchor:

1. Kwik Bolt TZ (ESR-1917) by Hilti Corporation

2. Powers-Stud + (ESR 2818) by DeWalt-Powers

3. Strong Bolt 2 (ESR-3037) by Simpson Strong Tie Inc.

4. Alternate…

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File details come from the government source that posted it. Updated Jun 29, 2023.