S02 - Drawings - 654-23-006.pdf

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CLINICAL

1D

MRI WING

1D

MAINTENANCE

G O

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G O

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G O

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G O

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G O

V T

G O

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S

ID

E

W A L K

RAMP

R A M P

G E N E R A T O R # 5

G E N E R A T O R # 9

CO

ABOVE GROUND

FUEL TANK

EL E VAT O R

4458.30

4458.40

4461.65

335.00

4461.69

4460.36

4466.17 4466.93

4467.87

4471.05

SIGNAL

DN

STOP

STOP

EXI ST . UT IL IT Y SERVICE POLE

EXI ST . UT IL IT Y SERVICE POLE

PP

PP

PP

PP

PP PP

PP

PP

PP

BED TOWER

SOUTH

MENTAL HEALTH

1A S

1A N

CONFERENCE

COMMUNITY LIVING CENTRE

BOILER PLANT

NORTH

CENTER

UP

BH10 GEN

BH6 SWG

SPECIALTY CLINIC

BUMPER

BUMPER

U.S. Department of Veterans Affairs

100% CONSTRUCTION DOCUMENTS

Project Name: Provide New Utility Services Across Kirman Avenue Project Address: VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada

AREA OF WORK

SITE MAP

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

Provide New Utility Services Across

Kirman Avenue

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 17, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

3301 C Street, Building 100-B Sacramento, CA 95816

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

C U se rs

\Q n g u ye n \D o c u m e n ts \K ir m a n

T u n n e l_ b g o ld st e in

R

C Y

M .r v t

/4

/2

:4

:5

P M

COVER PAGE

G-000Revisions: Date:

1. CIVIL

A. INSTALL UTILITY TUNNEL ACROSS KIRMAN AVENUE FROM BOILER PLANT TO BUILDING 12. PROVIDE ACCESS VAULTS ON BOTH SIDES OF THE

TUNNEL.

B. INSTALL DIRECT-BURIED STEAM, CONDENSATE PIPING, AND CHILLED WATER PIPING FROM TUNNEL VAULT TO BUILDING 12.

C. INSTALL DIRECT-BURIED STEAM, CONDENSATE PIPING FROM BUILDING 12 TO BUILDING 1 CENTER WING

D. REMOVE THE EXISTING STEAM, CONDENSATE AND CHILLED WATER PIPES RUNNING FROM THE BOILER PLANT TO THE HOSPITAL

E. REMOVE UNDERGROUND ABANDONED OIL STORAGE TANK.

F. RESTORE SITE AFTER REMOVING EXISTING DIRECT-BURIED PIPES, ABANDONED OIL STORAGE TANK AND INSTALL NEW DIRECT-BURIED PIPES

AND NEW TUNNEL.

2. STRUCTURAL

A. DESIGN AND INSTALL THE PRE-CAST TUNNEL AND ACCESS VAULTS THAT COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE PSRDM.

B. PROVIDE STRUCTURAL REINFORCEMENT FOR OPENINGS ON FOUNDATION WALLS OF THE BOILER PLANT, AND BUILDING 12 FOR PIPING

PENETRATIONS.

3. ELECTRICAL

A. PROVIDE ELECTRICAL POWER FOR NEW DRAINAGE ENJECTOR PUMPS IN THE ACCESS VAULTS.

B. PROVIDE WORK POWER RECEPTACLES AND LIGHTING FOR ACCESS VAULTS

C. PROVIDE OF NEW POE SECURITY CAMERAS FOR TUNNEL ACCESS VAULTS.

D. PROVIDE ELECTRICAL POWER SUPPLY TO NEW STEAM AND BTU METERS IN BOILER PLANT.

E. PROVIDE NETWORK MONITORING OG TUNNEL VAULT DUPLES EJECTOR PUMP CONTROL PANEL ALARM STATUS.

1. MECHANICAL

A. PROVIDE NEW CHILLED WATER PIPING FROM CHILLER PLANT TO BUILDING 12 AND CONNECT TO THE EXISTING CHILLED WATER SYSTEM IN

BUILDING12 CRAWL SPACE. REMOVE EXTING PIPES AFTER THE NEW ONES ARE INSTALLED.

B. PROVIDE NEW HIGH PRESSURE STEAM AND CONDENSATE PIPING FROM BOILER PLANT TO BUILDING 12 AND CONNECT TO THE EXISTING STEAM/CONDENSATE SYSTEM IN BUILDING 12 CRAWL SPACE. REMOVE EXTING PIPES AFTER THE NEW ONES ARE INSTALLED.

C. PROVIDE NEW HIGH PRESSURE STEAM AND CONDENSATE PIPING FROM BUIDLING 12 TO BUILDING 1 CENTER WING AND CONNECT TO THE EXISTING STEAM/CONDENSATE SYSTEM IN BUILDING 1 PIPE SHOP. REMOVE EXISTING PIPES AFTER THE NEW ONES ARE INSTALLED.

D. PROVIDE NEW STEAM METER, CHILLED WATER METER AND CONNECT TO THE EXISTING BMS.

E. REPLACE AIR SEPARATOR AND CHEMICAL FEEDER FOR THE CHILLED WATER METER.

1. PLUMBING

A. PROVIDE DRAINAGE FOR THE TUNNEL

B. PROVIDE EJECTOR PUMP SYSTEM IN EACH ACCESS VAULT AND DISCHARGE TO MAIN SANITARY SEWER.

SCOPE OF WORK

1. CONSTRUCTION OF THE NEW TUNNEL AND PIPING CAN BE CARRIED OUT

WITHOUT SYSTEM SHUTDOWN REQUIREMENT.

2. PRE-CAST TUNNEL AND VAULT SYSTEM SHALL BE SELECTED TO MINIMIZE

DOWN TIME OF KIRMAN AVENUE.

3. THE EXISTING 10ӯ CHILLED WATER LINES FROM THE CHILLER PLANT RUN

THROUGH THE PROPOSED VAULT AND TUNNEL AREA WEST OF KIRMAN

AVENUE. TO ALLOW FOR CONSTRUCTION OF THE VAULT AND TUNNEL THESE

LINES WILL NEED TO BE TEMPORARILY RE-ROUTED. PRIOR TO

CONSTRUCTION OF THE TUNNEL AND VAULT WEST OF KIRMAN AVUENUE,

THE EXISTING 10ӯ CHILLED WATER LINES SHALL BE MODIFIED.

A. REPLACE A SMALL SECTION OF 6ӯ CHILLED WATER LINES IN THE

CRAWL SPACE OF BUILDING 12 WITH 10ӯ LINES.

B. PROVIDE TEE CONNECTIONS WITH ISOLATION VALVES.

C. REMOVE A SECTION 10ӯ CHILLED WATER LINES FROM BUILDING 12

CRAWL SPACE TO THE EDGE OF THE SIDEWALK WEST OF KIRMAN

AVENUE. (SMALL SECTION 10ӯ CHILLED WATER LINES DIRECTLY

UNDER BUILDING 12 ENTRANCE SHALL BE FILLED UP AND

ABANDONED IN PLACE.

D. PROVIDE TEMPORARY CHILLED WATER HOSES TO RE-CONNECT THE

SYSTEM.

4. AFTER NEW TUNNEL AND PIPING ARE INSTALLED AND READY TO MAKE

CONNECTION, SHUTDOWN IS REQUIRED FOR CONNECTION TO EXISTING

SYSTEM. THE CONTRACTOR SHALL COORDINATE SHUTDOWNS WITH THE

COR.

5. ONCE ALL NEW CONNECTIONS ARE MADE, ALL EXISTING AND TEMPORARY

PIPING SHALL BE REMOVED.

6. RESTORE SITE BACK TO ITS PRE-CONSTRUCTION CONDITIONS AND CLEAN

UP.

7. CONTRACTOR SHALL SUBMIT PHASING PLAN FOR APPROVAL

PHASING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

Provide New Utility Services Across

Kirman Avenue

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 17, 2025

KEY PLAN

Drawing Scale

N/A

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

3301 C Street, Building 100-B Sacramento, CA 95816

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

C U se rs

\Q n g u ye n \D o c u m e n ts \K ir m a n

T u n n e l_ b g o ld st e in

R

C Y

M .r v t

/4

/2

:4

:5

P M

NOTES & DRAWING INDEX

G-001

DRAWING INDEX

Sheet Number Sheet Name

G-000 COVER PAGE

G-001 NOTES & DRAWING INDEX

CS-101 GENERAL NOTES, SHEET INDEX

CS-102 DEMOLITION PLAN

CS-103 SITE PLAN

CS-104 UTILITY PROFILES

CS-105 CIVIL DETAILS

CS-106 PROJECT IMAGES

CS-107 CIVIL DETAILS

CS-108 CIVIL DETAILS

S-001 GENERAL NOTES

S-002 SYMBOLS AND ABBREVIATIONS

S-100 STRUCTURAL SITE PLAN

S-200 CONCRETE DETAILS

S-201 CONCRETE DETAILS

P-000 PLUMBING - SYMBOLS, NOTES, AND ABBREVIATIONS

PU-100 PLUMBING - TUNNEL UNDERGROUND PIPING

PW-100 PLUMBING - TUNNEL NEW DRAINAGE AND VENT PIPING

PI-100 PLUMBING - ABOVE FLOOR PLUMBING

MG-001 MECHANICAL GENERAL NOTES AND ABBREVIATIONS

MSD-001 MECHANICAL SITE PLAN - DEMOLITION - TEMPORARY PHASE

MS-001 MECHANICAL - SITE - NEW WORK PLAN - TEMPPORARY PHASE

MSD-101 MECHANICAL SITE PLAN - DEMOLITION

MD-101 MECHANICAL - DEMOLITION - BOILER PLANT GROUND FLOOR

MD-102 MECHANICAL - DEMOLITION - BOILER PLANT MEZZANINE

MD-103 MECHANICAL - DEMOLITION - BUILDING 1 CENTRAL WING PIPE SHOP

MD-104 MECHANICAL - DEMOLITION - BUILDING 12 CRAWL SPACE

MS-101 MECHANICAL SITE PLAN - NEW WORK

MH-101 MECHANICAL - NEW WORK - BOILER PLANT GROUND FLOOR

MH-102 MECHANICAL - NEW WORK - BOILER PLANT MEZZANINE

MH-103 MECHANICAL - NEW WORK - BUILDING 1 CENTRAL WING PIPE SHOP

MH-104 MECHANICAL - NEW WORK - BUILDING 12 CRAWL SPACE

MH-301 MECHANICAL - SECTIONS

MH-302 MECHANICAL - TUNNEL 3D VIEW

MI-101 MECHANICAL - DETAILS

MI-102 MECHANICAL - DETAILS

MI-103 MECHANICAL - DETAILS

MI-201 MECHANICAL - STEAM AND CONDENSATE DIAGRAM

MI-202 MECHANICAL - CHILLED WATER DIAGRAM

MI-301 MECHANICAL SCHEDULES

E-000 ELECTRICAL - SYMBOLS, NOTES, ABBREVIATIONS

ES-100 ELECTRICAL - NEW TUNNEL POWER AND LIGHTING PLAN

EP-100 ELECTRICAL - CENTRAL PLANT POWER PLAN

EI-100 ELECTRICAL - CENTRAL PLANT ELECTRICAL PANEL SCHEDULES

APPLICABLE CODES/ REFERENCES

CIVIL

• VA STEAM, HEATING, AND OUTSIDE DISTRIBUTION SYSTEMS DESIGN MANUAL – VOLUME 3 – OUTSIDE STEAM AND HEATING HOT WATER DISTRIBUTION SYSTEMS - SEPTEMBER 1, 2022 (HTTPS://WWW.CFM.VA.GOV/TIL/DMANUAL/DMSM03.PDF).

• ORANGE BOOK – 2012 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION – REVISION 8

• CITY OF RENO PUBLIC WORKS DESIGN MANUAL – JANUARY 2009

STRUCTURAL

• CLASSIFICATIONS & DESIGN DOCUMENTS

• SEISMIC DESIGN – CRITICAL BUILDING

• DEPARTMENT OF VETERANS AFFAIRS (VA):

• H-18-8 SEISMIC DESIGN REQUIREMENTS 2019 (R2020)

• PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL FACILITIES 2020 (R2024)

• PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL 2020 (R2024)

• DESIGN MANUAL PG-18-10 2022

MECHANICAL

• AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME):

• IMC-2018 INTERNATIONAL MECHANICAL CODE

• DEPARTMENT OF VETERANS AFFAIRS (VA):

• PG-18-10 STEAM, HEATING HOT WATER, AND OUTSIDE DISTRIBUTION SYSTEMS DESIGN MANUAL (OCTOBER 2022)

• PG-18-10-2014 SUSTAINABLE DESIGN MANUAL

• PG-18-10-2020 (R2024) PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL

ELECTRICAL

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION

LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• NFPA 101 LIFE SAFETY CODE 2021

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• NFPA 70 2023

• NFPA 72 2022

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA ELECTRICAL DESIGN GUIDE DECEMBER 1, 2019

• VA SEISMIC DESIGN REQUIREMENTS H-18-8 JULY 1, 2023

PLUMBING

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION

LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE 2021

• INTERNATIONAL PLUMBING CODE 2021

• VA MECHANICAL DESIGN GUIDE NOVEMBER 1, 2023

• VA PLUMBING DESIGN GUIDE JANUARY 1, 2023

• INTERNATIONAL PLUMBING CODE 2021

• VA SEISMIC DESIGN REQUIREMENTS H-18-8 JULY 1, 2023

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

NTS

CS-101

GENERAL NOTES, SHEET INDEX

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

1" = 10'

CS-102

DEMOLITION PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

1" = 10'

CS-103

SITE PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

1" = 10'

CS-104

FINAL SITE PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

H - 1" = 10' V - 1" = 4'

CS-105

UTILITY PROFILES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

4 CS-106

PROJECT IMAGES

NTS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

4 CS-107

CIVIL DETAILS

A

PLAN

SECTION A-A

A

SECTION

TRANSVERSE PATCHING LONGITUDINAL PATCHING

TYPE 1A CURB & GUTTER

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

BAM ZDSRevisions: Date:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

PROVIDE NEW UTILITY SERVICES

ACROSS KIRMAN AVENUE

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

1361 Corporate Blvd.

Reno, NV 89502

T: (775) 823-5240

STRUCTURAL ENGINEER

Degenkolb

375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

ZACHARY

SWAFFORD

CIVIL

No . 03214

PROF

ES

S

IO

NA

L

ENGI NEER- STATE

OF

NEVADA

EXP: 6/30/26

4 CS-108

CIVIL DETAILS

ACCESSIBLE

VAN

MINIMUM FINE

TO $250.00

VIOLATIONS SUBJECT

GENERAL NOTES

I. GENERAL

1. MATERIALS AND WORKMANSHIP TO CONFORM WITH THE JULY 2023

EDITION VA SEISMIC DESIGN REQUIRMENTS DOCUMENT H-18-8, THE

2018 INTERNATIONAL BUILDING CODE WITH WASHOE COUNTY

AMENDMENTS, AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS,

MANUFACTURER’S INSTRUCTIONS OR REQUIREMENTS OF REGULATORY

AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE

DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN.

3. MATERIAL-SPECIFIC DESIGN IS PER THE FOLLOWING STRUCTURAL

STANDARDS, THE LATEST VERSIONS REFERENCED BY THE 2018 IBC:

CONCRETE:

• ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE

STEEL:

• AISC 360 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS

• AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

MASONRY:

• TMS 402 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR

MASONRY STRUCTURES

4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF

SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF

CONSTRUCTION, SUBJECT TO REVIEW BY THE COR.

5. DETAILS ON SHEETS TITLED “TYPICAL DETAILS” APPLY TO SITUATIONS

OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE

SPECIFICALLY REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH

LOCATION THAT THEY OCCUR.

6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF

ALL TRADES AND FOR CHECKING DIMENSIONS. NOTIFY THE COR OF ANY

DISCREPANCIES AND RESOLVE BEFORE PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS.

8. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING

CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO,

BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. RETAIN A

REGISTERED CIVIL ENGINEER WHOM IS PROPERLY QUALIFIED TO DESIGN

BRACING, SHORING, ETC. VISITS TO THE SITE BY THE OWNER’S

REPRESENTATIVE WILL NOT INCLUDE OBSERVATION OF THE ABOVE

NOTED ITEMS.

9. REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF

FLOOR, ROOF AND WALL OPENINGS NOT SHOWN ON THE STRUCTURAL

DRAWINGS. COORDINATE THE SIZE AND LOCATION OF OPENINGS

ASSOCIATED WITH, BUT NOT LIMITED TO, ELECTRICAL, MECHANICAL AND

PLUMBING TRADES. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS

OF OPENINGS TO THE OWNER’S REPRESENTATIVE FOR REVIEW.

10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE

PLACE TO WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE

JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS

AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND

OTHER HAZARDS IN CONNECTION WITH THIS WORK.

II. FOUNDATION AND SITE WORK

1. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA

AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL

INVESTIGATION REPORT TITLED "VA SIERRA NEVADA HEALTH CARE

SYSTEM UTILITY TUNNEL" AND DATED NOV 8, 2024

3. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR

AFTER CONSTRUCTION.

4. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH

NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED.

5. NOTIFY THE COR IF ANY BURIED STRUCTURES NOT INDICATED, SUCH AS

CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., ARE FOUND.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION

PROCEDURES INCLUDING LAGGING, SHORING, UNDERPINNING AND

PROTECTION OF EXISTING CONSTRUCTION.

7. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION

EXCAVATIONS PRIOR TO PLACING CONCRETE.

8. EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY A

GEOTECHNICAL ENGINEER OR AGENCY HAVING JURISTICTION PRIOR TO

PLACING REINFORCING AND CONCRETE. NOTIFY THE COR WHEN

EXCAVATIONS ARE READY FOR INSPECTION.

9. PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE OR

MASONRY HAS ATTAINED FULL DESIGN STRENGTH. BRACE BUILDING AND

PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHED

FLOORS AND SLABS ON GRADE ARE COMPLETE AND HAVE ATTAINED

FULL DESIGN STRENGTH.

10. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN ACCORDANCE WITH

THE GEOTECHNICAL REPORT AND AS SHOWN IN TUNNEL DETAILS.

III. FORMWORK

1. PROVIDE POUR POCKETS IN FORMS AND UNDER EXISTING STRUCTURAL

MEMBERS AS REQUIRED TO PREVENT AIR POCKETS AND/OR

“HONEYCOMB” UNDER OR AROUND THE EXISTING MEMBERS. CONCRETE

CAST WITH AIR POCKETS AND/OR “HONEYCOMB” UNDER OR AROUND THE

MEMBERS IS NOT ACCEPTABLE.

2. REMOVE FORMS AND SHORES IN ACCORDANCE WITH THE FOLLOWING:

LOCATION

UON BOTTOM FORMS AND

SHORES FOR MILDLY

REINFORCED SLABS, BEAMS

AND GIRDERS

WALLS

FOOTINGS, PILE CAPS, AND

GRADE BEAMS

REMOVE FORMS AND SHORES

NO SOONER THAN

7 DAYS, AND F’C = 3500 PSI

MINIMUM

72 HOURS

48 HOURS

3. PROVIDE CURING WHERE FORMS ARE REMOVED IN LESS THAN 7 DAYS,

INCLUDING BUT NOT LIMITED TO WALLS, COLUMNS, AND UNDERSIDE OF

ELEVATED SLABS.

IV. REINFORCING STEEL

1. REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE

NOTED:

LOCATION

REINFORCING STEEL #7 AND SMALLER

REINFORCING STEEL #8 AND LARGER AND

REINFORCING STEEL TO BE WELDED

WELDED STEEL WIRE FABRIC

TYPE

ASTM A615, 60 KSI

ASTM A706, 60 KSI

ASTM A185, 70 KSI

2. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT FROM

DISPLACING DUE TO FORMWORK, CONSTRUCTION, OR CONCRETE

PLACEMENT OPERATIONS. LOCATE AND SUPPORT REINFORCING BY

METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS, AND HANGERS AT A

MAXIMUM 3-FOOT SPACING.

3. MECHANICALCOUPLERS: LENTON THREADED OR INTERLOCK COUPLERS

BY ERICO, ICBO #3967, CADWELD BY ERICO, ICBO #3967, OR XTENDER BY

HEADED REINFORCEMENT CORPORATION, ICBO #5309. COUPLERS FOR

BEAM AND SLAB BARS AT FORMED CONSTRUCTION JOINTS MAY BE

LENTON FORM SAVERS BY ERICO, ICBO #3967. CONTRACTOR TO SUBMIT

LOCATIONS WHERE COUPLERS ARE PROPOSED EXCEPT WHERE

SPECIFICALLY DETAILED BY THE DRAWINGS.

4. WELD REINFORCING STEEL IN ACCORDANCE WITH AWS D1.4 USING

QUALIFIED WELDERS.

5. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS

OTHERWISE SHOWN.

6. PROVIDE REINFORCING SHOWN OR NOTED CONTINUOUS IN LENGTHS AS

LONG AS PRACTICABLE.

V. CAST-IN-PLACE CONCRETE

1. CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE

NOTED. WHERE REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE

DETAILS ARE NOT GIVEN, PROVIDE REINFORCING SIMILAR TO THAT SHOWN

FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE OWNER’S

REPRESENTATIVE.

2. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO 1/4 INCH

AMPLITUDE AND CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE

PARTICLES. LOCATE CONSTRUCTION JOINTS AS SHOWN ON THE

DRAWINGS. SUBMIT ALTERNATE JOINT LOCATIONS OR JOINTS NOT SHOWN

TO THE OWNER’S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO

PROCEEDING WITH THE WORK.

3. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING CONCRETE,

ROUGHEN CONTACT SURFACES TO ¼ INCH AMPLITUDE AND CLEAN OF

LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES.

4. AT LOCATIONS WHERE CONCRETE IS CAST AGAINST EXISTING MASONRY,

THOROUGHLY ROUGHEN CONTACT SURFACES BY LIGHT SANDBLASTING OR

OTHER SUITABLE MEANS AND CLEAN OF LAITANCE, FOREIGN MATTER, AND

LOOSE PARTICLES.

5. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS

OF ADDITIONAL CONCRETE CURBS AND HOUSEKEEPING PADS NOT SHOWN.

6. CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS

OTHERWISE NOTED:

LOCATION

CONCRETE PLACED AGAINST EARTH

FORMED SURFACES EXPOSED TO

WEATHER OR IN CONTACT WITH EARTH:

#6 BARS AND LARGER

#5 BARS AND SMALLER

SLABS ON GRADE (TOP CLEARANCE)

BEAMS, GIRDERS AND COLUMNS NOT

EXPOSED TO WEATHER OR EARTH

WALL OR SLAB SURFACES NOT EXPOSED

TO WEATHER OR EARTH:

#5 & SMALLER

#6 & #7 #8,#9, #10 & #11 #14 & #18

CLEAR COVER

3 INCHES

2 INCHES

1 ½ INCHES

1 ½ INCHES

1 ½ INCHES

¾ INCH

1 INCH

1 ½ INCHES

2 ½ INCHES

7. CONCRETE TYPES:

CLASS

A

B

C

D

28-DAY

STRENGTH

4000 PSI

4000 PSI

4000 PSI

4000 PSI

TYPE

NORMAL

WEIGHT

NORMAL

WEIGHT

NORMAL

WEIGHT

NORMAL

WEIGHT

LOCATION

FOUNDATIONS, MISC. CURBS,

HOUSE –KEEPING PADS, ETC.

SLABS ON GRADE

WALLS, COLUMNS AND BEAMS

FILL ON METAL DECK

8. CONCRETE FILL THICKNESS SHOWN ON THE FRAMING PLANS ARE MINIMAL

THICKNESSES. NO ALLOWANCES HAVE BEEN SHOWN FOR ADDITIONAL

CONCRETE FILL REQUIRED TO COMPENSATE FOR FRAME, DECK, OR

FORMWORK DEFLECTIONS TO MAINTAIN SURFACE TOLERANCES

SPECIFIED.

9. NON-SHRINK GROUT, 7000 PSI: MIN AT FLOWABLE MIXING

RECOMMENDATIONS. MUST MEET 7000 PSI MIN.

VI. PRECAST CONCRETE

1. PRECAST CONCRETE ELEMENTS INDICATED IN THE DRAWINGS ARE

DESIGN BUILD PER THE CONTRACTOR AND PRE-CASTER.

2. ENGINEERING OF PRECAST ELEMENTS IS THE RESPONSIBLITY OF THE

CONTRACTOR.

3. PRECAST CONCRETE TO MEET ALL REQUIREMENTS OF PROJECT CAST IN

PLACE CONCRETE: SPECIFICAITONS AND GENERAL NOTES.

4. SUBMIT STAMPED AND SIGNED DRAWINGS AND CALCULATIONS FOR

REVIEW.

5. SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS.

VII. STRUCTURAL STEEL

1. STRUCTURAL STEEL TO CONFORM TO THE FOLLOWING UNLESS

OTHERWISE NOTED:

SECTIONS

ROLLED SHAPES

WIDE FLANGES

CHANNELS, ANGLES, & OTHER

PLATES

COLUMN BASE PLATES

BRACE GUSSET PLATES

BEAM SHEAR CONNECTION PLATES

COLUMN CONTINUITY PLATES

BEAM STIFFENER PLATES

DECK CLOSURE PLATES

OTHER

STEEL PIPE

COLD FORMED HOLLOW STRUCTURAL

SECTION (HSS)

STAINLESS STEEL SHAPES, PLATES

AND BARS

BOLTS

MACHINE BOLTS

ANCHOR RODS & BOLTS

THREADED AND HANGER ROD

WELDED SHEAR CONNECTORS

WELDED THREADED STUDS

NUTS FOR BOLTS AND MACHINE BOLTS

HARDENED WASHERS

UNHARDENDED WASHERS

PLAIN WASHERS

BEVELED WASHERS

TYPE UON

ASTM A992

ASTM A36

ASTM A572, GR 50

ASTM A572, GR 50

ASTM A36

ASTM A572, GR 50

ASTM A36

ASTM A36

ASTM A572, GR 50

ASTM A53 GRADE B

ASTM A500 GRADE B

ASTM A276

ASTM A325X

ASTM A307

ASTM F1554-GR105

ASTM A572, GR50

ASTM A 108, GRADE

1015 THROUGH 1020

ASTM A 108, GRADE

1015 THROUGH 1020

ASTM A563

ASTM F436

ASTM F844

ANSI B18.22.1

ANSI B18.23.1

2. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153

STRUCTURAL STEEL AND FASTENERS THAT ARE PERMANENTLY EXPOSED

TO THE WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE

WITH ASTM A780.

3. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN THE

COMPLETED BUILDING ARE DESIGNATED ARCHITECTUALLY EXPOSED

STRUCTURAL STEEL (AESS) IN THE DRAWINGS. AESS TO MEET THE

REQUIREMENTS OF AISC 303-16 AND THE DESIGNATION GIVEN IN THE

DRAWINGS.

4. ARC-WELDING ELECTRODES/FILLER METALS TO BE LOW HYDROGEN

TYPES E7XTX, E7XTXX OR E70XXX MINIMUM AS APPLICABLE.

5. WELDERS TO BE CERTIFIED BY AWS AND THE GOVERNING JURISDICTION.

6. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A

SUGGESTED CONSTRUCTION PROCEDURE ONLY.

7. PROVIDE NATURAL CAMBER UP, UNLESS NOTED OTHERWISE, EXCEPT AT

CANTILEVERS. AT CANTILEVERS PROVIDE CAMBER SUCH THAT TIP OF

CANTILEVER IS ABOVE FINAL ELEVATION.

8. SPLICE MEMBERS ONLY WHERE INDICATED.

X. STRUCTURAL TESTS, INSPECTIONS, AND OBSERVATIONS

1. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY

THE CONTRACTOR TO PERFORM THE FOLLOWING TESTS AND INSPECTION. PROVIDE

ACCESS AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED BY THE CONTRACT

DOCUMENTS.

2. IF INITIAL TESTS OR INSPECTIONS MADE BY THE TESTING AGENCY REVEAL THAT ANY

PORTION OF THE WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS,

ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS WILL BE MADE AT THE

CONTRACTOR’S EXPENSE.

3. THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CHAPTER “STRUCTURAL TESTS AND INSPECTIONS” OF THE CODE

OF THE GOVERNING JURISDICTION AS NOTED IN THE GENERAL SECTION OF THESE

GENERAL NOTES. ADDITIONAL ITEMS AND REQUIREMENTS FOR TESTS AND INSPECTIONS

ARE IDENTIFIED IN THE SPECIFICATIONS.

4. NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72 HOURS

IN ADVANCE AND PROVIDE ACCESS FOR THE FOLLOWING STRUCTURAL

OBSERVATIONS:

A. FOUNDATIONS

1. REINFORCEMENT

B. STEEL FRAMING

1. GENERAL

2. METAL DECKING AND SHEAR CONNECTORS

C. CONCRETE

1. SLABS AND SLABS-ON-GRADE

2. SLAB ON DECK REINFORCING

D. MASONRY

1. ALL REINFORCEMENT AND BOUNDARY ELEMENTS

XI. DESIGN CRITERIA

1. APPLICABLE CODE: VA MAY 2020 H-18-8 SEISMIC DESIGN REQUIREMENTS

2018 INTERNATIONAL BUILDING CODE

2. FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING CRITERIA:

SPREAD AND CONTINIOUS FOOTINGS

ALLOWABLE NET SOIL PRESSURE FOR DL + LL = 3000* PSF

ALLOWABLE NET SOIL PRESSURE FOR DL + LL + EQ = 4000* PSF

PASSIVE PRESSURE = 350 PCF

FRICTION = 35%

MODULUS OF SUBGRADE REACTION, k = 200 PCI

3. NEW SOIL RETAINING STRUCTURES HAVE BEEN DESIGNED WITH THE

FOLLOWING CRITERIA:

ACTIVE EQUIVALENT FLUID PRESSURES = 40 PCF

AT-REST EQUIVALENT FLUID PRESSURE = 55 PCF

EARTHQUAKE LATERAL PRESSURE (UNIFORM DISTRIBUTION) = 11XH^2 PLF

APPLIED AT 0.33H FROM THE BASE OF THE WALL.

4. GRAVITY LOADS:

A. DEAD LOADS - VARY BASED ON ACTUAL BUILDING AND EQUIPMENT

OPERATING WEIGHTS. APPROXIMATE OPERATING WEIGHTS ARE AS

FOLLOWS, BUT ARE SUBJECT TO CHANGE:

• FLX WATERTUBE BOILERS - 40,000 LBS EA

• DEAERATOR - 17,500 LBS

• CHILLERS - 8,600 LBS EA

• FRAME-MOUNTED SUCTION PUMPS - 1,500 LBS EA

• COOLING TOWER - 83,000 LBS

B. LIVE LOADS:

ROOF 20 PSF + 30 PSF MIN EQUP

FLOOR 150 PSF

CATWALKS 40 PSF

C. DEFLECTIONS

LL = L/360

DL + LL = L/240

5. SEISMIC DESIGN:

METHOD PER ASCE 7-16 TABLE 12.6-1: MODAL RESPONSE SPECTRUM

ANALYSIS PROCEDURE

SITE SEISMISITY

SS = 1.652

S1 = 0.585

TL = 6

SITE CLASS C

SDS = 1.322

SD1 = 0.552

CUP: R = 5.5 FOR SPECIAL CMU SHEAR WALLS

CD = 4.0

OMEGA = 2.5

I = 1.5 FOR OCCUPANCY CATEGORY IV (CRITICAL)

DRIFT LIMIT = 0.5% x STORY HEIGHT

SEISMIC DESIGN CATEGORY = D

BASE SHEAR V = 0.397 W FOR NORTH-SOUTH DIR.

V = 0.397 W FOR EAST-WEST DIR.

6. NON-STRUCTURALANCHORAGE: ITEMS SUCH AS EQUIPMENT, UTILITIES,

AND ARCHITECTURAL COMPONENTS ARE TO BE ANCHORED AND

SUPPORTED FOR SEISMIC FORCES PER ASCE 7-10 AND VA H 18-8. IT IS

THE CONTRACTOR’S RESPONSIBILITY TO HIRE A PROFESIONAL ENGINEER

TO DESIGN THE ANCHORAGE OF THESE ITEMS. SEE SPEC 130541.

ANCHORAGE DESIGN AND INSTALLATION FOR CONTRACTOR SUPPLIED

/ CONTRACTOR INSTALLEDAND VA FURNISHED / CONTRACTOR INSTALLED

EQUIPMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR.

7. THE DESIGN IS BASED UPON THE CRITERIA AND RECOMMENDATIONS

CONTAINED IN THE REPORT ENTITLED "INITIAL BLAST PROTECTION DESIGN

GUIDANCE, PROJECT 654-212" BY FORCE PROTECT SECURITY

CONSULTANTS, DATED JULY 6, 2022.

8. THE STRUCTURE IS DESIGNED TO THE VA PHYSICAL SECURITY AND

RESILIENCY DESIGN MANUAL (PSRDM) 2020, JULY 2022 REVISION.

9. DO NOT HANG UTILITIES, EQUIPMENT, ETC ECCENTRICALLY FROM BEAMS

OR BRACE TO THE LOWER 2/3 OF THE BEAM DEPTH.

10. WIND DESIGN:

RISK CATEGORY: IV CUP

EXPOSURE CATEGORY: C

BASIC WIND SPEED: 135 MPH, PER SPECIAL WIND REGION DEFINED

BY WASHOE COUNTY AMENDMENTS TO THE

INTERNATIONAL BUILDING CODE

VELOCITY PRESSURE EXPOSURE COEFFICIENT, Kz = 1.0 TOPOGRAPHIC FACTOR, Kzt = 1.0 WIND DIRECTIONALITY FACTOR, Kd = 0.85 GROUND ELEVATION FACTOR, Ke = 1.0, PER WASHOE COUNTY

AMENDMENTS TO THE INTERNATIONAL

BUILDING CODE

VELOCITY PRESSURE, qz = 39.7psf

GUST-EFFECT FACTOR, G = 0.85

ENCLOSURE CLASSIFICATION: ENCLOSED

INTERNAL PRESSURE, GCpi = ±0.18

COMPONENTS AND CLADDING LOADS: DETERMINE FROM ASCE 7-16

CHAPTER 30, PART 1: LOW RISE BUILDINGS

WALLS: FIGURE 30.3-1

FLAT ROOF: FIGURE 30.3-2A

11. DEFERED DESIGN: THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING

STAMPED AND SIGNED ENGINEERED PLANS FOR THE FOLLOWING ITEMS

AT A MINIMUM:

PRECAST TUNNEL AND VAULT DESIGN

TEMPORARY SHORING DESIGN

UTILITY ANCHORAGE AND BRACING

12. DESIGN TEAM

ROBERT GRAFF PROJECT MANAGER

PETER FOBEL PROJECT ENGINEER

MUSTAFA AMIN PROJECT CAD SPECIALIST

VIII. MECHANICAL ANCHORS

1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB-TZ2 (ICC-ESR-4266), SIMPSON

STRONG-BOLT 2 (ICC-ESR-3037) OR DEWALT POWER-STUD+ SD2 (ICC-ESR-2502), UNLESS

SPECIFICALLY NOTED OTHERWISE.

2. HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI HSL-3 ANCHORS (ICC-ESR-1545) OR

DEWALT POWER-BOLT+ (ICC-ESR-3260)

3. UNDERCUT ANCHORS: HILTI HDA (ICC-ESR-1546)[, SIMPSON STRONG-TIE TORQ-CUT (ICC-

ESR-2705); DEWALT/POWERS ATOMIC+ UNDERCUT (ICC-ESR-3067).]

4. SCREW ANCHORS: HILTI HUS-EZ (ICC-ESR-3027), SIMPSON STRONG-TIE TITEN-HD (ICC-

ESR-2713), OR DEWALT SCREW-BOLT + (ICC-ESR-3889)

5. ANCHORS INTO CMU: [HILTI KB-3 (ICC-ESR-1385); HILTI KB-TZ (ICC-ESR-3785)]

[SIMPSON STRONG-TIE WEDGE-ALL (ICC-ESR-1396); SIMPSON STRONG-TIE TITEN-HD (ICC-

ESR-1056)], OR DEWALT POWER STUD+ SD1 (ICC-ESR-9266).

6. ALL EMBEDMENT DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE EMBEDMENT PER

MANUFACTURER.

7. INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND MANUFACTURER

INSTRUCTIONS.

8. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO

WEATHER. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS,

UNLESS OTHERWISE NOTED.

9. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE

LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS

OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE ANCHOR AND THE

ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR

MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW LOCATION.

10. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO

FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH

MECHANICAL ANCHORS.

11. ALL ANCHORS REQUIRE SPECIAL INSPECTION BY OWNER’S TESTING AND INSPECTION

AGENCY IN ACCORDANCE WITH THE ICC REPORTS AND THE CODE.

12. WEDGE, SLEEVE AND UNDERCUT ANCHORS REQUIRE PROOF TESTING. TEST 25% OF

ANCHORS TO THE MANUFACTURER’S RECOMMENDED INSTALLATION TORQUE OR

RECOMMENDED TORQUE IN ICC-ESR REPORT.

5. ANCHORS AND DOWELS INSTALLED INTO UNREINFORCED BRICK MASONRY (URM): HILTI-HY

270 (ICC-ESR-4144), SIMPSON STRONG-TIE SET (ICC-ESR-1772), OR DEWALT AC100+ GOLD

(ICC-ESR-4105). USE SCREENS AS SPECIFIED BY THE MANUFACTURER.

6. THE TESTING LABORATORY IS TO PERFORM TENSION TESTS ON 25% OF ANCHORS AND

DOWELS TO THE FOLLOWING TEST LOADS:

ROD DIA OR BAR SIZE EMBEDMENT TEST LOADBASE MATERIAL

5/8” 12” 3000 # URM

3/4” 12” 3000 # URM

7. ANCHORS: ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSI B18.22.1

TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193

GRADE B7 THREADED RODS TO USE ASTM A563 GRADE DH HEAVY HEX NUTS AND ASTM

F436 WASHERS.

8. REBAR DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL.

9. INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND MANUFACTURER

INSTRUCTIONS.

10. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE

LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS

OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE

ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR

OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW

LOCATION.

11. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO

FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH

ADHESIVE ANCHORS.

ROD DIA

OR BAR

SIZE

CMIN

TEST LOAD (LBS)

ANCHOR

LOCATED > CMIN &

< 12" FROM EDGE

ANCHOR

LOCATED ≥ 12”

FROM EDGE

3/8", #3

1/2", #4

5/8", #5

3/4", #6

7/8", #7

1", #8

2"

2 1/2"

3"

4"

4 1/2"

5"

1,300

2,000

2,800

3,700

3,700

4,800

1,600

3,400

4,200

5,000

5,000

6,100

IX. ADHESIVE ANCHORS AND DOWELS

1. ANCHORS AND DOWELS INSTALLED INTO CONCRETE: HILTI HIT-RE-500-V3 (ICC-ESR-3814), SIMPSON STRONG-TIE SET-3G (ICC-ESR-4057) OR DEWALT PURE 110+ (ICC-ESR-3298). ALL

EMBEDMENT DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE EMBEDMENT PER

MANUFACTURER.

2. ANCHORS AND DOWELS INSTALLED INTO CONCRETE MASONRY UNITS (CMU):

HILTI HIT-HY 270 (ICC-ESR-4143), SIMPSON STRONG-TIE SET-XP (IAPMO UES ER-265) OR

DEWALT AC100+ GOLD (ICC-ESR-3200).

3. ALL ANCHORS REQUIRE SPECIAL INSPECTION BY THE OWNER'S TESTING AND INSPECTION

AGENCY IN ACCORDANCE WITH THE ICC-ESR REPORTS AND THE CODE.

4. THE TESTING LABORATORY IS TO PERFORM TENSION TESTS ON 25% OF ANCHORS AND

DOWELS INSTALLED INTO CONCRETE TO THE FOLLOWING TEST LOADS:

STRUCTURAL STEEL

REVIEW MILL CERTIFICATE & TEST REPORTS

REVIEW WELDING PROCEDURE SPECIFICATION & WELDER CERTIFICATION

SAMPLE & TEST SECTIONS AS SPECIFIED AS REQUIRED

SAMPLE & TEST HIGH-STRENGTH BOLTS & WASHERS

SHOP MATERIAL IDENTIFICATION

FIELD ERECTION INSPECTION

FABRICATION INSPECTION

WELDING INSPECTION

NON-DESTRUCTIVE WELD TEST

BOLTING INSPECTION

COMPOSITE STUD INSPECTION & TESTING

METAL DECK

REVIEW MILL CERTIFICATE & TEST REPORTS

PLACEMENT INSPECTION

WELDING & FASTENING INSPECTION

REINFORCING STEEL

REVIEW MILL CERTIFICATE & TEST REPORTS

SHOP FIELD

SHOP FIELD

SHOP FIELD

SHOP FIELD

SAMPLE & TEST REINFORCING BARS WELDED WIRE FABRIC

PLACEMENT INSPECTION

WELDING INSPECTION

MASONRY

REVIEW MILL CERTIFICATE & TEST REPORTS

SAMPLE & TEST

PLACEMENT INSPECTIONS OF UNITS

CORE TEST

EARTHWORK/FOUNDATION

ACCEPTANCE TESTS OF MATERIALS

REVIEW OF IMPORT MATERIAL TEST REPORTS

PLACEMENT & EXCAVATION INSPECTION CONTINUOUS AS ORDERED

COMPACTION TEST

BEARING CAPACITY TEST

PIER & CAISSON DRILLING INSPECTION

MISCELLANEOUS

DRILLED-IN CONCRETE ANCHORS

EPOXY OR GROUTED DOWELS

BOLTS CAST IN CONCRETE

CONCRETE, SHOTCRETE, GROUT & MORTAR

CONCRETE SHOTCRETE

AGGREGATE TESTS

CEMENT TEST

MIX DESIGN REVIEW

CONTINUOUS BATCH PLANT INSPECTION

BATCH PLANT INSPECTIONS

CAST, PICK-UP, AND COMPRESSION TEST SAMPLES

SHRINKAGE TEST (SLAB ON GRADE)

PLACEMENT INSPECTION

CORE & TEST

SLUMP, ENTRAINED AIR, & TEMPERATURE TEST

CEILING HANGER & BRACING WIRES

COLD FORM METAL FRAMING WELDING

GROUT MORTAR

UNIT WEIGHT TEST WET DRY

FOR OFFICIAL USE ONLY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Provide New Utility Services Across

Kirman Avenue

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

3301 C Street, Building 100-B Sacramento, CA 95816

T: (775) 823-5240

STRUCTURAL

ENGINEER

Degenkolb 375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

A u to d e s k D o c s

/C

.0

V

A R e n o

U ti lit y T u n n e l/ C

.0

V A

T R

.r v t

/2

/2

:3

:0

A

M

NTS

GENERAL NOTES

S-001Revisions: Date:

REFERENCE SYMBOLS

DETAIL/SECTION

SECTION NUMBER

LINE OF SECTION CUT

DIRECTION OF VIEW

S3.1

DETAIL

DETAIL PLAN OR ELEVATION

SINGLE ELEVATION

GRID LINES

LEVEL LINE

WORK POINT

REVISION

CENTER POINT OF CURVE

REFERENCED ELEVATION

METAL DECK & FILL

PLAN SYMBOLS

CONCRETE FILL

FLOOR DEPRESSIONS

SHEAR CONNECTIONS

COLUMNS

SLAB OPENING

BRACED FRAME OR DIAGONAL BRACE

BAR COUPLERS

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME

SHEET

S5.2

DETAIL NUMBER

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME

SHEET

LINE OF SECTION CUT

DIRECTION OF VIEW

S6.3 AREA OF DETAIL

S5.1

AREA OF ENLARGED

PLAN OR ENLARGED

ELEVATION

DIRECTION OF VIEW

ELEVATION NUMBER

A

INDICATES HEIGHT ABOVE

DATUM

WP

WORK POINT OF CONNECTION,

POINT WHERE FORCES ARE

RESOLVED

REVISION NUMBER-

SEE REVISION HISTORY ON

TITLE BLOCK OF EACH SHEET

CURVE TO BE LOCATED

RADIUS OF CURVE

CENTER POINT OF CURVE

TOW

EL 98'-0"

DESCRIPTION OF REFERENCED

POINT

ELEVATION OF POINT

ABOVE DATUM

SINGLE ARROW INDICATES

EDGE OF DECK

EXTENT TO EDGE OF SLAB OR WALL, TYP.

SLAB TYPE, SEE SHEET NOTES FOR

DETAIL REFERENCE

ORIENTATION OF METAL

DECK

CONCRETE FILL

CONCRETE SLAB OR WALL

EXTENT TO EDGE OF SLAB

OR WALL, TYP.

SINGLE ARROW INDICATES

EDGE OF CONCRETE

DEPTH OF DEPRESSION OR

STEP IN SLAB

EXTENT OF DEPRESSION IN

SLAB. S.A.D. FOR DIMENSIONS

TYPICAL SHEAR CONNECTION

WIDE-FLANGE COLUMN, SEE

COLUMN SCHEDULE

TUBE COLUMN, SEE COLUMN

SCHEDULE

LIMITS OF SLAB OPENING

BRACE ABOVE

MECHANICAL COUPLER SPLICE

REINF. BARS

BEAM DESIGNATIONS

W16X31 [22]

(-4 1/2") <3/4">

BEAM SIZE

INDICATES NO. SHEAR STUDS

TOP OF STEEL RELATIVE

TO REFERENCE ELEVATION

INDICATES BEAM CAMBER

KEY NOTE

SEE LIST OF NOTES ON

EACH SHEET

MATERIAL SYMBOLS

CONCRETE (NEW)

CONCRETE (EXISTING)

EARTH, UNDISTURBED

ROCK FILL OR GRAVEL

EARTH, COMPACTED

GROUT OR SAND

S3.1

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME

SHEET

S#

MOMENT CONNECTIONS

MOMENT RESISTING BEAM-COLUMN

CONNECTION SEE DETAILS

BEAM-BEAM MOMENT CONNECTION

BEAM TO BEAM MOMENT

CONNECTION PER DETAILS

BEAM PENETRATIONS

TYPE A-1

10"x18" (-8")

VERT x HORIZ WEB OPENING

CENTERLINE OF OPENING TO TOP OF

STEEL

WEB OPENING TYPE, SEE

DETAILS

BRACE BELOW

X'-X"

STEEL

MASONRY (BRICK / CMU)

CONCRETE, ELEVATED OR

DEPRESSED

DEMO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Provide New Utility Services Across

Kirman Avenue

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

3301 C Street, Building 100-B Sacramento, CA 95816

T: (775) 823-5240

STRUCTURAL

ENGINEER

Degenkolb 375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

A u to d e s k D o c s

/C

.0

V

A R e n o

U ti lit y T u n n e l/ C

.0

V A

T R

.r v t

/1

/2

:2

:2

P

M

NTS

SYMBOLS AND ABBREVIATIONS

S-002

ABBREVIATIONS SHEET INDEX

Sheet Number Sheet Name

S-001 GENERAL NOTES

S-002 SYMBOLS AND ABBREVIATIONS

S-100 STRUCTURAL SITE PLAN

S-200 CONCRETE DETAILS

S-201 CONCRETE DETAILS

(E) EXISTING

# NUMBER

& AND

@ AT

Ø DIAMETER OR ROUND

ℓd DEVELOPMENT LENGTH ℓdh HOOK DEVELOPMENT LENGTH ℓs LAP SPLICE LENGTH

AA ADHESIVE ANCHOR

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALT CONCRETE

ADDL ADDITIONAL

ADJ ADJACENT

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECTURAL / ARCHITECT

ASPH ASPHALT

ASTM AMERICAN SOCIETY for TESTING and MATERIALS

AWG AMERICAN WIRE GAUGE

B. O. BOTTOM OF

BF BOTH FACES

BF BRACED FRAME

BLDG BUILDING

BLK, BLKG BLOCK OR BLOCKING

BLW BELOW

BM, BMS BEAM, BEAMS

BN BOUNDARY NAILING

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRBF BUCKLING RESTRAINED BRACE FRAME

BRCG BRACING

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

BW BOTH WAYS

C CHANNEL

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CSK COUNTERSINK

CTR CENTER

d PENNY (NAIL SIZE)

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DEMO DEMOLITION

DET, DETS DETAIL, DETAILS

DIA, DIAM DIAMETER

DIAG DIAGONAL

DIM, DIMS DIMENSION, DIMENSIONS

DIST DISTANCE

DK, DKG DECK OR DECKING

DN DOWN

DO DITTO

DP DEEP

DS DIAGONAL SHEATHING

DSA DIVISION OF THE STATE ARCHITECT

DWG, DWGS DRAWING, DRAWINGS

DWL, DWLS DOWEL, DOWELS

EA EACH

EBF ECCENTRIC BRACE FRAME

EF EACH FACE

EJ EXPENSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EN EDGE NAILING

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXCAV EXCAVATION

EXP EXPANSION

EXT EXTERIOR

FDN FOUNDATION

FF FAR FACE

FIN FINISH

FLG FLANGE

FLR, FLRS FLOOR, FLOORS

FN FIELD NAILING

FO FACE OF

FOC FACE OF CONCRETE

FOS FACE OF STUD

FP FIREPROOF

FRMG FRAMING

FS FAR SIDE

FT FOOT OR FEET

FTG, FTGS FOOTING, FOOTINGS

GA GAUGE

GALV GALVANIZED

GL GLU-LAM

GLB GLU-LAM BEAM

GR GRADE

GRND GROUND

GYP GYPSUM

HDG HOT DIPPED GALVANIZED

HDR HEADER

HK, HKS HOOK, HOOKS

HORIZ, (H) HORIZONTAL

HP HIGH POINT

HSB HIGH STRENGTH BOLTS

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ID INSIDE DIAMETER/DIMENSION

INFO INFORMATION

JH JOIST HANGER

JST,JSTS JOIST, JOISTS

JT JOINT

KO KNOCK-OUT

L ANGLE

LEV LEVEL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONGIT LONGITUDINAL

LP LOW POINT

LT LIGHT

LWC LIGHTWEIGHT CONCRETE

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING DOCUMENTS

MEZZ MEZZANINE

MF MOMENT FRAME

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

NF NEAR FACE

NIC NOT IN CONTRACT

NOM NOMINAL (DIAMETER)

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OBF ORDINARY BRACED FRAMES

OC ON CENTER

OD OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P-T POST-TENSION

PC, PCS PIECE, PIECES

PCC PRECAST CONCRETE

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLYWD PLYWOOD

PT PRESSURE TREATED

PTN PARTITION

R RADIUS

REBAR REINFORCING BAR

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

RFG ROOFING

RO ROUGH OPENING

RSJ ROLLED STEEL JOIST

S.A.D. SEE ARCHITECTURAL DOCUMENTS/DRAWINGS

S.M.D. SEE MECHANIAL DRAWINGS

SCHED SCHEDULE

SECT SECTION

SEOR STRUCTURAL ENGINEER OF RECORD

SFRS SEISMIC FORCE RESISTING SYSTEM

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SMF SPECIAL MOMENT FRAME

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SP STRUCTURAL PLYWOOD

SPEC, SPECS SPECIFICATION, SPECIFICATIONS

SPSW SPECIAL PLATE SHEAR WALL

SQ SQUARE

SS STAINLESS STEEL

STAG STAGGER or STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUP OR STIRRUPS

STL STEEL

STRUCT STRUCTURAL

SUB SUBSTITUTE

SUSP SUSPENDED

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE and GROOVE

T.O. TOP OF

THK THICK

THRD THREADED

THRU THROUGH

TN TOE NAIL

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TR TREAD

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

URM UNREINFORCED MASONRY

VENT VENTILATE

VERT, (V) VERTICAL

VIF VERIFY IN FIELD

W or WF WIDE FLANGE

W/ WITH

W/O WITHOUT

WD WOOD

WP WORK POINT

WS WOOD SCREW

WT WEIGHT/TEE SECTION

WWM WELDED WIRE MESH

X HVY EXTRA HEAVY

X STR EXTRA STRONG

XX HVY DOUBLE EXTRA HEAVY

XX STR DOUBLE EXTRA STRONG

K

IR

M A N

A V E N U E

K

IR

M A N

A V E

SCALE: 1" =

010' 10'5'

10'

E

T

T

E

T

T

(E) PLANTER TO REMAIN

SEE PRECAST

VAULT PLANS

6 & 7/S-200 (OPH)

SEE PRECAST

VAULT PLANS

7 & 8/S-200

PRECAST

UTILITY TRENCH

SEE 18/S200

DIRECT BURIED PIPE, SEE CIVIL.

SEE CIVIL OR

EXISTING UTILITIES

PRECAST

UTILITY TRENCH

SEE 18/S200

FUTURE UTILITY ROUTE TO NEW CUP.

NOTE:

CONTRACTOR TO PROVIDE TEMPORARY SOIL SHORING

TO PROTECT ADJACENT IMPROVEMENTS. CONTRACTOR

TO SUBMIT ENGINEERED SHORING DRAWINGS AND

CALCULATIONS FOR REVIEW.

BM STRENGTHENING AT PIPE CORE

THROUGH (E) BASEMENT WALL

SHORE AND PROTECT PLANTER IN

PLACE AND EXCAVATE BELOW. AT

CONTRACTOR'S OPTION, DEMO AND

REPLACE (E) PLANTER IN KIND.

(E) 6" CONC WALL

CONC BM STRENGTHENING AT PIPE

CORE THRU (E) WALL

DEMO AND RECONSTRUCT CONCRETE

PAVING, SEE DETAIL 2/S201

DEMO AND RECONSTRUCT

EXISTING STAIR, SEE

DETAIL 14/S-201

SHORE AND PROTECT IN

PLACE (E) PLANTER

(E) CANOPY OVERHEAD TO

REMAIN LOW OVERHEAD

SPACE

S-200

S-200

S-200

S-200

S-200

FOR TEMPORARY PIPES PROVIDE

PATCH BACK PER 4/S-200 AFTER

COMPLETION

SEE 2/S-201 FOR FLATWORK DEMO

AND RECONSTRUCTION, TYP

DEMO AND RECONSTRUCTION

EXISTING STAIE, SEE 14/S-201

SEE 2/S-201 FOR FLATWORK DEMO

AND RECONSTRUCTION, TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Provide New Utility Services Across

Kirman Avenue

654-23-006

VA Sierra Nevada Health Care System (VASNHCS) 975 Kirman Avenue Reno, Nevada 89502-0105

100% CONSTRUCTION

DOCUMENTS

February 27, 2025

KEY PLAN

Drawing Scale

ELEC ENGINEER

New England Engineering, Inc.

30 Turnpike Road, Suite #1, Southborough, MA 01772

T: (508) 485-4633

CIVIL ENGINEER

Wood Rodgers, Inc.

3301 C Street, Building 100-B Sacramento, CA 95816

T: (775) 823-5240

STRUCTURAL

ENGINEER

Degenkolb 375 Beale Street Suite 500 San Francisco, CA 94105

T: (415) 354-6439

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

A u to d e s k D o c s

/C

.0

V

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.0

V A

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/1

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:2

:2

P

M

3/32" = 1'-0"

STRUCTURAL SITE PLAN

S-100Revisions: Date:

NOTES:

1. RETAIN THE SERVICES OF A RECOGNIZED TESTING LABORATORY TO

PERFORM NON-DESTRUCTIVE INSPECTION OF CONCRETE WALLS AND

SLABS TO DETERMINE THE LOCATION OF EXISTING STEEL REINFORCEMENT

AND EMBEDDED UTILITIES (PIPES, CONDUITS, ETC.) WHERE CORE

PENETRATIONS ARE REQUIRED. USE ULTRASONIC METHODS SUCH AS A

PACHOMETER OR FERROSCAN PROCEDURES. PROVIDE PROPOSED CORE

AND EXISTING STEEL REINFORCEMENT AND EMBEDDED UTILITY LOCATIONS

FOR APPROVAL PRIOR TO CORING.

4 "d" MIN.

6" MAX.

"d

" M

IN

WHERE "d" =

LARGER CORE

DIAMETER

M

IN

SEALANT BETWEEN PRECAST

AND CAST IN PLACE VAULT

ROOF SLAB & REINF

M

IN

CONC MAT & REINF

10" MIN

S E

E C

IV

IL

UTILITY TRENCH WHERE OCCURS

NOTES:

1. VAULT DESIGN PER PRECASE SUBCONTRACTOR. SUBMIT STAMPED

ENGINEERING DRAWINGS AND CALCULATIONS FOR REVIEW.

2. SEE 18/S-200 AND 19/S-200 AND GENERAL NOTES FOR SOIL LOADING.

3. SEE CIVIL DRAWINGS FOR ELEVATIONS AND DIMENSIONS.

O P

E N

IN

G

P R

E C

A S

T T

R E

N C

H

CONC LID

S-200

S-2…