B14 main_emerg_Addendum01_202401011.pdf

CVE Verified Service-Disabled Veteran-Owned Small Business

TRIPLE C – THE A&E GROUP

OUR REASONABLE SERVICE - TO PROVIDE YOU WITH EXEMPLARY SERVICE

410 Grand Avenue, Suite 201C Laramie, Wyoming 82070 Telephone: (307) 460-2054 Fax: (307) 460-2053

Addendum Number 01

Project: Montrose VA - Building 14 Main and Emergency Electrical, Hot Water System Upgrade

Project number: 620-23-221

Date: January 11, 2024

NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

Revisions:

Specifications changes:

Section Description of / Reason for Change

01 00 00 General Requirements

01 33 23 Shop drawings, Product

Data and Samples

01 32 00 Construction

Documentation

23 10 00 – Facility Fuel Oil Systems

26 05 13 – Medium Voltage Cables

26 05 41 – Underground Electrical

Paragraph 1.2 J – changed to reflect use of VA’s electronic submittal platform

Paragraph 1.7 D– changed to reflect use of VA’s electronic submittal platform

Section added per VA VISN 2 requirement to use Autodesk

Build Construction management platform

Section added

Meeting Agenda

Construction

26 12 19 – Pad-mounted Liquid-filled, medium voltage Transformer

26 32 13 – Engine Generators

Drawing Changes:

Drawing updates in response to

Bidder Technical Questions

Owner directed change: Remove the Alternate to run electrical wiring in the existing site conduit.

Listed below by sheet

Alternate #1 removed

Drawing Changes:

Sheet

Number

Revision

Number Description of / Reason for Change

GI000 1 Alternate #1 removed from Contract

CU101 1 Alternate #1 removed from Contract

AS100 1 Alternate #1 removed from Contract

A-720 1 Wall type U description added

PS101

M-002

MD401

MP401

Piping shown between fuel tank and generator

Schedules updated Piping shown between fuel tank and generator

Added notes and Lidar reference photos

Added notes and Lidar reference photos

ED100 1 Alternate #1 removed from Contract

ES100 1 Added notes

ES101 1 Alternate #1 removed from Contract

E-603

1 Alternate #1 removed from Contract

End of Addenda

Attachments:

Sheets:

GI000, CU101, AS100, A-720, PS101, M-002, MD401, MP401, ED100, ES100, ES101, and E-603

Specification Sections: (separate pdf)

01 00 00 General Requirements

01 33 23 Shop drawings, Product Data and Samples

01 32 00 Construction Documentation

23 10 00 – Facility Fuel Oil Systems

26 05 13 – Medium Voltage Cables

26 05 41 – Underground Electrical Construction

26 12 19 – Pad-mounted Liquid-filled, medium voltage Transformer

26 32 13 – Engine Generators

PROJECT

LOCATION

FIRST FLOOR

SECOND FLOOR

GROUND

FLOOR(AT GRADE

LEVEL)

ATTIC

EXISTING

BUILDING

NEW EXTERIOR

STAIR TOWER

NEW EXTERIOR

STAIR TOWER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEP

550 North Reno St. Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephensen, P.E.

Structural

2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536 Bryan K. Salt, P.E., S.E.

A u to d e s k D o c s

/6

-2

-1

R e n o v a te B

A B

C D

/6

-2

-2

.1

.P k g

-A

.r v t

/2

/2

:0

:0

P M

GI000

GENERAL COVER SHEET

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

620-23-221

08/07/2023 M.PERKINS K.

MCDERMOTT

ISSUED FOR BIDDING BUILDING 14 MAIN AND EMERGENCY

ELECTRICAL, HOT WATER SYSTEM

UPGRADE

2094 Albany Post Road, Montrose, NY 10548

ISSUED FOR BIDDING

08/07/2023

620-23-221 BUILDING 14 MAIN AND EMERGENCY ELECTRICAL,

HOT WATER SYSTEM UPGRADE

MONTROSE CAMPUS

CONTRACTOR'S SCOPE OF WORK:

Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for Building 14 Main and Emergency Electrical, Hot Water System Upgrade as required by drawings and specifications. Period of performance is projected to be 365 calendar days.

This project includes the addition of 2 stair towers, as well as infrastructure and equipment upgrades on the site, basement and ground floor. The work will require the addition of a stair tower at the West end of both Area A and Area C wings. These stair towers connect three floors, extending from exterior grade (below ground floor) to the first and second floors. The work will also require minor reconstruction where the stairs tie into the existing building. The hot water system, electrical system, and storm sewer infrastructure serving the building will also be upgraded per the drawings. The ground floor will remain in its current function as office space and will be occupied during the full duration of construction. The first and second floors will remain 90% unoccupied during the duration of construction.

All work associated with the renovation of Building 14 ABCD to accommodate this program will be considered part of the contractor's scope of work. The contractor shall complete mechanical, electrical, and plumbing work on the site and in the basement with minor work on the ground floor, the first floor (AB) and the second floor (CD) as part of this contract.

A. Work includes general construction, alterations, and certain other items. Contractor shall provide services including, but not limited to, furnishing all supervision, labor, equipment, materials, and transportation necessary to accomplish work for the demolition and replacement as required by specifications and drawings.

B. Electrical Work: Electrical work includes all labor, material, equipment and supervision to perform the required electrical construction work on this project including materials and construction equipment to provide new electrical, communications and security systems to the new addition detailed by the construction drawings and specifications.

C. Provide access control for all the required doors, coordinate with the door hardware schedule for additional requirements.

D. Mechanical, Plumbing and Fire Protection Work: Work includes all labor, material, equipment and supervision to perform the required Mechanical, Plumbing and Fire Protection construction work on this project including provide materials and construction equipment as detailed by the construction drawings and specifications.

1. All new mechanical systems shall be addressable and controllable via the existing Engineering Control Center (ECC) and HVAC Shop. The ECC system shall monitor space conditions and unit status and shall alarm the boiler plant operator or HVAC shop as detailed by the mechanical control drawings and specifications.

E. New Fire Protection systems shall be provided, and existing systems modified per the construction drawings and specifications.

F. Contractor shall reconfigure plumbing piping and provide new plumbing piping and fixtures as required by the construction drawings and specifications.

G. Site Work: Site work includes all labor, material, equipment and supervision to perform the required hardscape and landscape construction work on this project including materials and construction equipment to provide new concrete walkways, seeding and sodding, fencing and additional landscape materials to the additions and renovation detailed by the construction drawings and specifications.

1. Protection for existing plantings, trees and hardscape to remain shall be installed, maintained and enforced by contractor.

H. Inspections: Comprehensive Third-Party inspections, testing and written reports for all Divisions are required and paid by the construction Contract. An Independent third party inspection consultant is to be employed to perform all inspections required by this contract.

I. All new and existing systems within the Scope of Work shall be commissioned (or recommissioned) per Specification 01 91 00..

SITE MAP

LOCATION MAP

CO: DANIEL M. BARONE

CONTRACTING OFFICER

NETWORK CONTRACTING OFFICE 2

FRANKLIN DELANO ROOSEVELT VAMC

2094 ALBANY POST ROAD

MONTROSE, NY 10548

PHONE: (845) 206-9984

EMAIL: daniel.barone@va.gov

COR: ERIK ANDERSON

Planning & Design VA Hudson Valley Healthcare System – Montrose Campus Office (914) 737-4400 ext. 20-2163 Cell (845) 505-3735

FAX (914) 788-4283

MIKE AZZARA

GENERAL ENGINEER

VA Hudson Valley Healthcare System - Montrose Campus 2094 Albany Post Rd Montrose, NY 10548 Phone: (914) 737-4400 x203759

THIRD-PARTY INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS, TESTING AND WRITTEN REPORTS FOR ALL DIVISIONS (PAID THRU THE CONSTRUCTION CONTRACT). THE THIRD PARTY INSPECTION CONSULTANTS IS TO PERFORM ALL INSPECTIONS REQUIRED

BY THIS CONTRACT. THE VA HAS NO INSPECTION CAPABILITY.

ANY REFERENCE TO VA INSPECTIONS SHALL BE BY A THIRD-PARTY INSPECTOR QUALIFIED TO PERFORM THE WORK. CREDENTIALS SHALL BE SUPPLIED TO THE COR AS REQUIRED BY THIS CONTRACT. ALL PERMITS ARE TO BE PAID FOR BY THE GENERAL CONTRACTOR. THE VA WILL NOT PAY FOR OR PERFORM ANY REQUIRED INSPECTIONS. VA INSPECTIONS ARE FOR VA USE ONLY, WHEN

PERFORMED, AND DO NOT REDUCE THE INSPECTION BURDEN ON THE THIRD PARTY ENTITY.

SUBCONTRACTOR COORDINATION:

MANY SYSTEMS REQUIRE SUBCONTRACTOR COORDINATION DRAWINGS TO BE SUBMITTED WITH MATERIAL SUBMITTALS DURING CONSTRUCTION. NO SYSTEM WILL BE ACCEPTED WITHOUT APPROVED COORDINATION DRAWINGS. THIS REQUIREMENT WILL BE

ENFORCED.

N

TRUE

NORTH

N

PLAN

NORTH

TRIPLE C TEAM:

MAT PERKINS, PM

Email: mat.perkins@triplecaeg.com

SHANNON POLLARD MADEN, ARCH

Email: shannon.pollard@triplecaeg.com

KELLY STRUBLE, CIVIL

Email: kelly.struble@triplecaeg.com

GINA FANTONI, ARCH

Email: gina.fantoni@triplecaeg.com

MES TEAM:

NICK STEPHENSON - PE

nick.stephenson@mesgroupinc.com Discipline: Mechanical Phone: 813.331.5093

Dion Motl Email dion.motl@MESGroupinc.com Discipline Mechanical/Plumbing/Fire Phone 813-560-5111

Sary Chhoeung Email Sary.Chhoeung@MESGroupInc.com Discipline Electrical Phone 813-331-5097

Brian Zeman Email Brian.Zeman@MESGroupinc.com Discipline Electrical Phone 813-580-7599

C&S TEAM:

Juan Lozoya Email: jlozoya@cscos.com Discipline/Role: Structural Engineer

(602) 422-8634

Charles Vonnahme Email: CVonnahme@cscos.com Discipline/role: BIM Telephone: (602) 422-8630 Ext: 3902

Margarita Oreshkova Email: MOreshkova@cscos.com Discipline/role: BIM Telephone: (602) 422-8630 Ext: 6246

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

SIGNATURE DATE: 08/07/2023

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

B14ABCD

NTS

C7

BUILDING AERIAL VIEW

J. The VA shall enlist the Architectural & Engineering firm to appoint a third-party individual, company, or firm to act as the Commissioning Agent. The Commissioning Agent is the designated person, company, or entity that plans, schedules, and coordinates the commissioning team to implement the commissioning process K. ITEM I, GENERAL CONSTRUCTION: Work includes general construction, alterations, walks, grading, drainage and necessary removal of existing structures and construction and certain other items.

L. The expected construction period duration of 365 days includes all pre-construction activity, construction, and post-construction testing, third-party inspections, Owner inspections, and commissioning.

1. Contractor shall submit and obtain approval for all project submittals including coordination drawings prior to beginning physical construction.

2. Contractor shall perform Commissioning of all new systems and existing systems impacted by the project according to requirements in sections:

a. 01 91 00 – GENERAL COMMISSIONING REQUIREMENTS.

b. 21 08 00 – COMMISSIONING OF FIRE SUPPRESSION SYSTEMS.

c. 22 08 00 – COMMISSIONING OF PLUMBING SYSTEMS.

d. 23 08 00 – COMMISSIONING OF HVAC SYSTEMS.

e. 26 08 00 – COMMISSIONING OF ELECTRICAL SYSTEMS.

f. 27 08 00 – COMMISSIONING OF COMMUNICATIONS SYSTEMS.

g. 28 08 00 – COMMISSIONING OF SECURITY SYSTEMS.

h. 33 08 00 – COMMISSIONING OF SITE UTILITIES.

3. A detailed commissioning plan is required to ensure that all systems are calibrated, programmed, and all graphic displays are accurate and approved by applicable VA staff

Accessibility: The design shall be constructed to ensure access to the handicapped and disabled. All facilities which are open to the public, to limited segments of the public, visited by the public in the conduct of normal business, or those which hire or have the capacity to hire civilian personnel, shall be designed and constructed to be accessible to the handicapped. Design and construction must comply with Architectural Barriers Act Accessibility Standard (ABAAS) for Federal Facilities and PG-18-13 VA Barrier Free Design Standard, whichever is most stringent.

Infection Control: The construction shall clearly define and meet “Infection Control Barrier” criteria. The construction shall be in accordance with the AIA Guidelines for Design and Construction of Hospital and Health Care Facilities and address; the impact of demolition, renovation including walls and ceiling, electrical, mechanical, equipment and equipment support installation, and new construction.

HIPAA: The design shall accommodate compliance with current HIPAA requirements.

Complete and Functional: The Additions and Renovation shall be in 3 phases and address coordination between all phases to provide a complete, watertight, and functional project for the intended use. Free and unobstructed egress shall be maintained during all phases.

# Revisions: Date:

1 Addendum 1 01/05/2023

Alternate has been removed from project

08/07/2023

1/8/20241/11/2024

EXISTING

BUILDING 14EXISTING

BUILDING 3

EXISTING

BUILDING 4

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

CONTRACTOR

STAGING AREA

TO REMAIN FOR ALL

PHASES

EXISTING

BUILDING 13

EX. S.D.M.H. #119

RIM:121.42

N: 876567.8452 E: 649427.8399

INV IN:104.26 8" PVC NW

INV IN:102.32 8" SW

INV OUT:101.99 12" E

EX. S.D.M.H. #124A

RIM:121.03

N: 876816.2332 E: 649274.1397

INV IN:107.45 8" PVC NW

INV OUT:107.35 8" PVC SE

73.18 LF 8" PVC @

S=1.00%

31.30 LF 4" PVC @ S=33.64%

30.39 LF 8" PVC @

S=1.00%

86.51 LF 8" PVC @

S=1.00%

24.31 LF 4" PVC @ S=9.34%

40.31 LF 8" PVC @ S=1.00%

24.29 LF 8" PVC @ S=1.00%

17.21 LF 4" PVC @ S=34.58%

17.15 LF 4" PVC @ S=31.48%

16.97 LF 4" PVC @ S=10.00%

17.27 LF 4" PVC @ S=10.00%

16.18 LF 8" PVC @ S=1.25%

26.75 LF 4" PVC @ S=45.36%

27.76 LF 8" PVC @ S=1.25%

EX. 4" SAN. SEWER

EX. 6" SAN. SEWER

EX. 90-LF 4" SD S=1.00%

EX. 39-LF 8" PVC SD S=0.60%

EX. 119-LF 8" SD S=1.00%

EX. 124-LF 12" SD S=0.50%

EX

. 8

" S

AN

. S

EW

ER

EX

. 8"

SA

N. S

EW

ER

EX. 4" WATER

EX

. 6

" W

AT

ER

EX. 6" WATER

PHASE 1 FENCING

EX. SECTIONAL SWITCH #3

EX. SECTIONAL SWITCH #4

EX. ELEC.

MH #12A

EX. ELEC.

MH #13

EX. XMFR #3

EX. XMFR #4

EX. ELEC.

MH #12B

EXISTING

GENERATOR

BUILDING

EXISTING

BASKETBALL COURT

FF=124.0'

SOG=0'-0"

S.D.M.H. #119A

RIM:120.55

N: 876589.1269 E: 649389.4013

INV IN:104.81 8" PVC NW

INV OUT:104.81 8" PVC SE

DO NOT BLOCK ACCESS

TO LOADING DOCKS

ELEC.

MH #12C

1"=30'F1 CIVIL UTILITY PLAN

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

ISSUED FOR BIDDING

A/E:

TRIPLE C THE A/E GROUP

201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins

MEP

550 North Reno St. Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephensen, P.E.

Structural 2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536 Bryan K. Salt, P.E., S.E. 08/07/2023

620-23-221

B14ABCD

2094 Albany Post Road, Montrose, NY 10548

BUILDING 14 MAIN AND EMERGENCY

ELECTRICAL, HOT WATER SYSTEM

UPGRADE

CIVIL UTILITY PLAN

CU101

STRUBLEPERKINS

030' 30' 60'15'

LEGEND

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK NOT ACCEPTED BY THE ARCHITECT OR ENGINEER DUE TO IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE REMOVED AND CORRECTLY INSTALLED AT

THE CONTRACTOR'S EXPENSE, AS DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR SEWER, EXCEPT AT BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED OR

PROVIDED OF HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE IAPMO UNIFORM PLUMBING CODE & NFPA 24, LATEST

EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK, AS APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO NEW AND EXISTING BUILDING DRAIN LINES AND ALL NECESSARY

FITTINGS.

7. ALL VALVES SHALL BE ANCHORED PER STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DETAIL 663-02.

8. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED AND APPROVED FOR FIRE SERVICE.

9. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN. CONTRACTOR SHALL VERIFY INVERTS AND LOCATIONS OF

EXISTING UTILITY LINES PRIOR TO BEGINNING OF WORK. ALL CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE C.O.R.

AND RESOLVED PRIOR TO BEGINNING OF WORK.

10. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF FIRE SERVICE LINES, AND PRIOR TO TESTING OF ALL WATERLINES. CONTRACTOR SHALL COMPLETE, SIGN, AND SUBMIT THE "CONTRACTOR'S MATERIAL

& TEST CERTIFICATE FOR UNDERGROUND PIPING" IN ACCORDANCE WITH NFPA 24.

11. PROTECT ALL SITE DRAINS WITH FITTED FILTER FABRIC AND SILT FENCING TO REDUCE AND CONTAIN SILT RUNOFF FROM

ENTERING THE DRAIN. FABRIC MUST BE CLEANED ON A DAILY BASIS.

UTILITY NOTES

CONSTRUCTION NOTES LEGEND

APPLICABLE NOTES FROM THE CURRENT IN-PLACE REQUIREMENTS FOR DEPARTMENT OF

VETERANS AFFAIRS FACILITIES: "SITE DEVELOPMENT DESIGN MANUAL - FEBRUARY 2013"

5.2 GENERAL UTILITY DESIGN REQUIREMENTS

5.2.1 CLEARANCES AND CROSSINGS

THE A/E SHALL DESIGN THE SITE WITH THE FEWEST CROSSINGS OF UTILITIES POSSIBLE. THE A/E SHALL CONSIDER THE FOLLOWING ORDER OF

PRIORITY FOR UNDERGROUND FACILITIES:

● SANITARY SEWER

● STORM SEWER

● WATER MAIN

● OTHER UTILITIES

5.2.6 MINIMUM DEPTH OF COVER

INDICATE BY NOTES ON DRAWINGS OR DETAIL SECTION, THE MINIMUM DEPTH OF COVER REQUIRED OVER EACH SPECIFIC UTILITY SYSTEM. ALL BURIED UTILITIES SHALL HAVE UNDERGROUND DETECTABLE WARNING TAPE INSTALLED IN THE TRENCH.

● MINIMUM COVER FOR STORM SEWER LINES SHALL BE AT LEAST 2’-0” (600 MM) FROM FINISH GRADES.

● TOP OF POTABLE WATER, CHILLED WATER, FUEL AND APPURTENANCES SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION.

● THE MINIMUM DEPTH OF SANITARY SEWER LINES AT THE TERMINUS POINT SHALL BE 4’-0” (1200MM). WHERE PRACTICAL, TOP OF SEWERS SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION. WHERE SUCH DEPTH BELOW IS NOT PRACTICAL, PROVIDE FREEZE PROTECTION AND/OR SUPPORTING FOUNDATIONS TO A DEPTH BELOW THE FROST LINE AND SECURELY FASTEN SEWER TO

FOUNDATION.

5.2.7 UTILITIES DISTRIBUTION TYPE

THE UTILITY DISTRIBUTION TYPE SHALL BE DETERMINED ON A PROJECT BY PROJECT BASIS. THE A/E MUST CONSIDER THE EXISTING SITE CONDITIONS

AND BUDGET WHEN DECIDING WHAT TYPE TO USE.

5.2.7.1 TRENCHES: GENERALLY, DO NOT INSTALL MORE THAN ONE UTILITY SYSTEM IN THE SAME TRENCH. HOWEVER, DUE TO SITE CONSTRAINTS AND VALUE ENGINEERING CONCEPTS, MULTIPLE UTILITIES IN THE SAME TRENCH WILL BE EVALUATED BY THE GOVERNMENT ON A PER CASE BASIS. PRIOR TO APPROVING ANY MULTIPLE LINE TRENCH, THE A/E SHALL DOCUMENT THAT THE USE OF THE MULTIPLE LINE TRENCH WILL NOT NEGATIVELY IMPACT THE UTILITY SYSTEM, ADEQUATE CLEARANCES ARE PROVIDED FOR THE OPERATION AND MAINTENANCE OF THE SYSTEMS, AND THAT THE JOINT TRENCH WILL NOT POSE ANY CONTRACTIBILITY CONSTRAINTS. THERE MUST BE A MINIMUM OF 12” (300 MM) BETWEEN THE OUTSIDE DIAMETERS OF

ALL PIPES TO OBTAIN THE REQUIRED COMPACTION.

5.2.8 HORIZONTAL CLEARANCE

THE HORIZONTAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE.

5.2.8.1 WATER AND SANITARY SEWER:

MAINTAIN A HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND GRAVITY FLOW SANITARY SEWER/SANITARY SEWER FORCE MAINS OF AT LEAST 10 FEET (3M). THE HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND SANITARY SEWER MAINS MAY BE REDUCED TO 6’-0” (1800 MM) WHEN: LOCAL CONDITIONS PREVENT A HORIZONTAL CLEARANCE OF 10’-0” (3 M), THE WATER MAIN INVERT IS A MINIMUM OF 18” (450 MM) ABOVE THE CROWN OF THE SEWER, AND THE WATER MAIN IS IN A TRENCH, SEPARATED BY UNDISTURBED SOIL. WHEN THE SPECIFIED HORIZONTAL CLEARANCE CANNOT BE MET, THE WATER MAIN SHALL BE CONSTRUCTED WITH MECHANICAL JOINT DUCTILE IRON PIPE PER SPECIFICATION 33 10 00 – WATER UTILITIES, AND THE SANITARY SEWER SHALL BE CONSTRUCTED WITH MECHANICAL JOINT PRESSURE RATED DUCTILE IRON PIPE PER SPECIFICATION 33 30 00 – SANITARY SEWAGE UTILITIES. HORIZONTAL CLEARANCES SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE WATER MAINS AND SYSTEMS.

5.2.8.2 WATER AND CHILLED WATER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 6’-0” (1800MM) BETWEEN POTABLE WATER MAINS AND RECLAIMED/REUSE AND CHILLED WATER

MAINS.

5.2.8.3 WATER AND STORM SEWER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 5’-0” (1500MM) BETWEEN POTABLE WATER MAINS AND STORM SEWERS.

5.2.8.4 DUCT BANKS AND PIPED UTILITIES:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 3’-0” (900 MM) BETWEEN DUCT BANKS AND PIPED UTILITIES.

5.2.9 VERTICAL CLEARANCE

THE VERTICAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE. FOR INSULATED PIPING, THE CLEARANCE SHALL BE MEASURED TO THE OUTSIDE OF THE INSULATION. AT UTILITY CROSSINGS WHERE ADEQUATE COMPACTION OF THE BEDDING MATERIAL CANNOT BE OBTAINED, USE FLOWABLE FILL IN THE ZONES WERE COMPACTION IS IMPOSSIBLE OR IMPRACTICAL.

● MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1’-0” (300 MM) BETWEEN ALL UTILITIES AT CROSSINGS UNLESS OTHERWISE SPECIFIED

BELOW.

● AT CROSSINGS OF POTABLE WATER MAINS AND SANITARY SEWERS, STORM SEWERS, FORCE MAINS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, WHERE THE POTABLE WATER MAIN CROSSES ABOVE THE OTHER UTILITY, THE MINIMUM VERTICAL SEPARATION SHALL BE 18” (450 MM), OR AS REQUIRED BY THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE FACILITY OF

POTABLE WATER, WHICHEVER IS GREATER.

● WHERE 18” (450 MM) CANNOT BE MAINTAINED OR WHERE POTABLE WATER LINES CROSS UNDER GRAVITY SEWERS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, ADDITIONAL PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE AGENCY GOVERNING THE FACILITY OF POTABLE WATER. ADDITIONAL PROTECTION SHALL CONSIST OF CONSTRUCTING BOTH PIPING SYSTEMS WITH DUCTILE IRON PIPE WITH RESTRAINED MECHANICAL JOINTS OR USE OF CONCRETE ENCASEMENT. THE ADDITIONAL PROTECTION SHALL EXTEND A MINIMUM DISTANCE OF 10’-0” (3 M)

OUTSIDE THE LIMITS OF THE CROSSING.

● SANITARY SEWER FORCE MAINS SHALL ONLY CROSS UNDER POTABLE WATER MAINS WITH A MINIMUM VERTICAL CLEARANCE OF 18” (450 MM).

WHEN THE VERTICAL CLEARANCE BETWEEN THE POTABLE WATER MAIN AND THE FORCE MAIN IS LESS THAN 18” (450 MM), BOTH THE WATER MAIN AND THE FORCE MAIN SHALL BE CONSTRUCTED WITH RESTRAINED MECHANICAL JOINT DUCTILE IRON PIPE AS INDICATED ABOVE FOR ADDITIONAL

PROTECTION.

● THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES SHALL BE 2’-0” (300 MM) AND THE MINIMUM VERTICAL

CLEARANCE SHALL BE 18” (450 MM).

● THE MINIMUM VERTICAL CLEARANCE TO ALL STEAM, PUMPED CONDENSATE, AND HOT WATER, AND OTHER UTILITIES SHALL BE AT LEAST 18” (450 MM). WHEN THIS VERTICAL CLEARANCE CANNOT BE MAINTAINED, THE INSULATION THICKNESS ON THE STEAM, CONDENSATE, OR HOT WATER MAIN

SHALL BE INCREASED BY 50%.

UTILITY SEPARATION NOTES

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

CONCRETE SIDEWALK

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

UNDERGROUND GAS LINE

8' HIGH CONSTRUCTION FENCE

SEWER/STORM PVC CLEAN-OUT

UTILITY LINE CAP

FIRE HYDRANT

APPROX. UTILITY QUANTITIES

QUANTITY UNITSDESCRIPTION

CONTRACTOR NOTE

GENERAL CONTRACTOR TO RETAIN SERVICE FROM INDEPENDENT CONTRACTOR TO VERIFY AND MARK ON CONSTRUCTION DRAWINGS AND ON SITE THE LOCATION OF ALL UNDERGROUND UTILITIES ASSOCIATED WITH THIS PROJECT. CONTRACTOR SHALL PROVIDE ONE HARD AND ONE ELECTRONIC COPY OF

SURVEY TO THE VA.

NOTE:

THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL BE RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN FOR THIS PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE FILING OF THE NOTICE OF INTENT TO THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS PERMIT, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE NOTICE OF INTENT FILING AND ANNUAL FEES FOR MAINTAINING COVERAGE UNDER THIS PERMIT. THE CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING AND IMPLEMENTING THE PROVISIONS SPECIFIED IN THE SWPPP AND THE EROSION CONTROL PLANS. THE CONTRACTOR SHALL ALSO PROVIDE A "QUALIFIED SWPPP PRACTITIONER" (QSP) WHO WILL BE RESPONSIBLE FOR IMPLEMENTING THE SWPPP, AND WILL ASSIST THE VA IN THE FILING OF A NOTICE OF TERMINATION TO THE STATE WATER RESOURCES CONTROL BOARD

AT THE END OF THE PROJECT.

INSTALL AND CONSTRUCT 8" PVC STORM DRAIN PIPE - SEE DETAIL C5, SHEET CU501

8" PVC STORM DRAIN 304 LF

8" PVC STORM DRAIN CONNECT TO EXISTING STORM MANHOLE 2 EA

F/F FACE TO FACE

FF EL FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FM FORCED MAIN SEWER

FOC FACE OF CURB

FT FEET OR FOOT

FTG FOOTING

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HORIZ HORIZONTAL

ID INSIDE DIAMETER OR INSIDE DIMENSION

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LP LOW POINT

LS LUMP SUM

MATL MATERIAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MTG MEETING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVE

PCT PERCENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RW ROADWAY

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BRG BEARING

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTER LINE

CLASS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEAN OUT

CONC CONCRETE

CONSTR CONSTRUCTION

COORD COORDINATE

CORR CORRIDOR

CU FT CUBIC FEET

CU YD CUBIC YARD

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EL ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EX EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SMH STEAM MANHOLE

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CURB

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

CIVIL SHEET ABBREVIATIONS

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND , PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION. CONTRACTOR TO PROVIDE UTILITY LOCATION SERVICE PRIOR TO EXCAVATION FOR VERIFICATION OF LOCATION AND DEPTH OF ALL UTILITIES TO PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

EXCAVATION NOTE

CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.

TELECOMUNNICATIONS

48" STORM DRAIN MANHOLE 1 EA

4" PVC STORM DRAIN CLEANOUT 5 EA

INSTALL AND CONSTRUCT 48" STORM DRAIN MANHOLE - SEE DETAIL C1. SHEET CU501

INSTALL AND CONSTRUCT 4" PVC STORM DRAIN CLEANOUT - SEE DETAIL C3, SHEET CU501

INSTALL AND CONSTRUCT 4" PVC STORM DRAIN PIPE- SEE DETAIL C5, SHEET CU501

CONNECT S.D. PIPE TO EXISTING STORM DRAIN MANHOLE - SEE DETAIL C1, SHEET CU501

4" PVC STORM DRAIN WYE 5 EA

4" PVC STORM DRAIN PIPE 210 LF

2 EAPLUG EXISTING MANHOLE PIPE CONNECTION AFTER PIPE REMOVAL

- BORE UNDER SIDEWALK AS NEEDED

INSTALL AND CONSTRUCT PVC STORM DRAIN WYE CONNECTION - SEE DETAIL C7 SHEET CU501

PLUG EXISTING MANHOLE PIPE CONNECTION AFTER PIPE NEW PIPE INSTALL COMPLETE

- FINISH PIPE ENTRIES NOTE

INSTALL AND CONSTRUCT CIP TO PVC TRANSITION COUPLING-CONNECT

CIP TO PVC TRANSITION COUPLING 3 EA

EXISTING SANITARY SEWER LATERAL, INV. 117.5 AT BLDG.

PROTECT IN PLACE - SEE DETAIL D9, SHEET S-501

EXISTING UNDERGROUND FUEL STORAGE TO REMAIN - PROTECT IN PLACE

EXISTING UNDERGROUND ELECTRICAL CONDUIT TO REMAIN - PROTECT IN PLACE

CONNECT TO STAIR ROOF DRAIN - SEE PLUMBING PLAN PL104 FOR CONTINUATION

INSTALL AND CONSTRUCT ELECTRICAL TRANSFORMER PAD - SEE DETAIL D1, SHEET CS501 & ELEC.PLANS

INSTALL AND CONSTRUCT GENERATOR PAD - SEE DETAIL D1, SHEET CS501 AND ELEC. PLANS

INSTALL AND CONSTRUCT CONCRETE FUEL STORAGE PAD - SEE DETAIL D1, SHEET CS501 & ELEC. PLANS

- BOTTOM OF ABOVE GROUND FUEL STORAGE TANK TO BE AT LEAST 1" ABOVE CONCRETE PAD.

NEW TRANSFORMER REQUIRES UPDATE TO SPILL PREVENTION, CONTAINMENT,

AND CONTROL (SPCC) PLAN. COORDINATE WITH COR.

NOTE:

THIS PLAN SHOWS FENCING DURING PHASE 1

INSTALL AND CONSTRUCT ABOVE GRADE CHILLED WATER PIPING

INSTALL AND CONSTRUCT AIR-COOLED CHILLER PADS - SEE S-102 AND MP100

INSTALL AND CONSTRUCT ELECTRICAL DUCT BANK - SEE SHEET ES100 AND DETAIL G, SHEET E-501

INSTALL AND CONSTRUCT DIRECT BURY 4" ELECTRICAL CONDUIT, MAINTAIN 10' MIN. CLEAR OF BB COURT

INSTALL AND CONSTRUCT 1" ELECTRICAL CONDUIT - SEE SHEET ES100

CONCRETE ENCASED ELECTRICAL DUCT BANK - DED. ALT. 270 LF

DIRECT BURY 4" ELECTRICAL CONDUIT 140 LF

DIRECT BURY 1" ELECTRICAL CONDUIT 155 LF

INSTALL AND CONSTRUCT MANUAL TRANSFER SWITCH - SEE SHEET ES100

DED. ALT. - INSTALL AND CONSTRUCT NEW CONDUCTORS WITHIN EXISTING DUCT BANK - SEE SHEET ES101

NOTE:

CONTRACTOR TO PHASE CONSTRUCTION OF S.D. AND STAIR TOWERS FOR PURPOSE OF MAINTAINING TEMPORARY PAVED PEDESTRIAN EGRESS ROUTES DURING CONSTRUCTION PERIOD. RELOCATE CONSTRUCTION FENCING AND PEDESTRIAN PATHS AS REQUIRED. COORDINATE WITH VA

RESIDENT ENGINEER AND FIRE CHIEF FOR APPROVAL OF MAINTAINED EGRESS PATHWAYS.

INSTALL AND CONSTRUCT ELECTRICAL MANHOLE - SEE DETAIL C4, SHEET CU501

INSTALL AND CONSTRUCT NEW CONDUCTORS WITHIN EXISTING DUCT BANK - SEE SHEET ES100

- DED. ALTERNATE - DO NOT CONSTRUCT, SEE CONSTRUCTION NOTE 22 AND SHEET ES101

ELECTRICAL MANHOLE - DED. ALTERNATE 1 EA

- DED. ALT. - DO NOT CONSTRUCT, SEE CONSTRUCTION NOTE 22 AND SHEET ES101

- SEE SHEET ES100

DED. ALTERNATE #1

- SEE SHEET MP100 FOR ADDITIONAL INFORMATION

TO EXISTING FOUNDATION DRAIN

08/07/2023

EXPIRES: 12/31/23 Page 20 of 117

ALTERNATE REMOVED

FROM CONTRACT

S

S

S

D

D

S

D

D

E

COCO

CO

CO

CO

H Y D

B14

B15

B12

B13

TYP

TYP

PATH OF TRAVEL GOES

THROUGH GATEHOUSE

CONTRACTOR TO ADJUST TEMPORARY FENCING

AND TEMPORARY SIDEWALKS AS NEEDED TO

MAINTAIN PROTECTED ADA PATHWAY FOR

PEDESTRIANS FROM ALL COURTYARD EXITS TO

OPEN AREA BEYOND CONSTRUCTION WORK

DURING ALL PHASES OF WORK.

SITE PLAN SYMBOL LEGEND

GENERAL SHEET NOTES

KEYNOTES

KEY PLAN

CONSTRUCTION ACCESS PATH FOR STAGING AND

DUMPSTER

A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY

REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO

VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A

CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE

INSTALLED ROOF. ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE

CORRECTED PRIOR TO CLOSE OUT.

B. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD

VERIFICATION WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM

THOSE INDICATED. CONTRACTOR TO FIELD VERIFY IN ADVANCE THE

LOCATION AND CONDITION OF THOSE EXISTING SYSTEMS SHOWN TO BE

MODIFIED OR REMOVED. CONTRACTOR TO NOTIFY ARCHITECT SHOULD

CONDITIONS BE FOUND TO DIFFER SIGNIFICANTLY FROM CONSTRUCTION

DOCUMENTS.

E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH

ALL TRADES PRIOR TO INSTALLATION.

F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

G. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. ANY LANDSCAPE, HARDSCAPE, FIXTURE, SIGNAGE AND SYSTEMS OR

PEDESTRIAN CONTROL DEVICES WITHIN THE TEMPORARY ACCESSIBLE

PATHWAY SHALL BE PROTECTED IN PLACE OR TEMPORARILY RELOCATED

AS NECESSARY FOR CONTINUED UNINTERRUPTED OPERATION,

ACCESS, MAINTENANCE AND / OR VISIBILITY.

K. MAINTAIN UNOBSTRUCTED EGRESS PATHWAYS FROM ACTIVE / OCCUPIED

PARTS OF THE BUILDINGS AT ALL TIMES DURING CONSTRUCTION.

L. PROVIDE CONSTRUCTION FENCING AS SHOWN ON SITE PLAN. ENSURE

FENCING MATERIAL ADEQUATELY BLOCKS VIEWS INTO CONSTRUCTION

AREAS AT ALL TIMES. PROVIDE GATES WITH LOCKS - TO BE LOCKED AT

ALL TIMES UNLESS IN USE, DO NOT LEAVE UNLOCKED GATES

UNATTENDED. PROVIDE KEYS TO ALL CONSTRUCTION GATES TO COR

DURING THE LENGTH OF CONSTRUCTION.

CONSTRUCTION GATE - COORDINATE WIDTH WITH ANY

ITEMS PASSING THROUGH GATE (MATERIALS, DUMPSTERS,

ETC.)

CONSTRUCTION FENCING - MATERIAL TO BLOCK VIEWS

FROM SITE

ACTIVE BUILDING EGRESS LOCATION - ENSURE EGRESS

PATH REMAINS UNOBSTRUCTED DURING CONSTRUCTION

ACCESSIBLE PARKING ROUTE TO SITE

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AREA B

B14 KEY PLAN

AREA D

AREA A AREA C

MEP

550 North Reno St. Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephensen, P.E.

Structural

2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536 Bryan K. Salt, P.E., S.E.

A u to d e s k D o c s

/6

-2

-1

R e n o v a te B

A B

C D

/6

-2

-2

.1

.P k g

-A

.r v t

/2

/2

:2

:0

P M

AS100

ARCHITECTURAL SITE PLAN

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

620-23-221

B14ABCD

08/07/2023 M.PERKINS N.

BLANCHARD

ISSUED FOR BIDDING BUILDING 14 MAIN AND EMERGENCY

ELECTRICAL, HOT WATER SYSTEM

UPGRADE

2094 Albany Post Road, Montrose, NY 10548

1" = 40'-0" F1

ARCHITECTURAL SITE PLAN

N

0 20'-0" 40'-0" 80'-0"

1 PROJECT LOCATION

2 AREA DESIGNATED FOR PROJECT STAGING - COORDINATE WITH C.O.R. PROTECT

EXISTING LANDSCAPING AND REPLACE / REPAIR ANY DISTURBED VEGETATION AND

/ OR GRASS AFTER COMPLETION OF PROJECT. PROVIDE A CONSTRUCTION FENCE

WITH LOCKED GATE - KEEP LOCKED AT ALL TIMES. PROVIDE COR WITH KEY. REFER

TO CIVIL SHEET CS101 FOR ADDITIONAL INFORMATION.

3 LOCATION OF CONSTRUCTION DUMPSTER. COORDINATE PICK-UP AND DROP-OFF

TIMES WITH C.O.R. PROVIDE A CONSTRUCTION FENCE AND GATE - TO BE LOCKED

AT ALL TIMES. PROVIDE COR WITH KEY. REFER TO CIVIL SHEET CS101 FOR

ADDITIONAL INFORMATION.

4 TRASH CHUTE - SEE DEMOLITION AND ICRA PLANS.

5 LOADING DOCKS FOR BUILDINGS 13 AND 14 WILL BE IN USE DURING

CONSTRUCTION PROJECT. COORDINATE ANY CONSTRUCTION VEHICULAR ACTIVITY

TO ENSURE ACCESS TO LOADING DOCKS IS NOT IMPEDED.

6 CONTRACTOR TO CONFIRM PARKING FOR CONSTRUCTION WITH VA / C.O.R. ANY

CONSTRUCTION VEHICLE NOT PARKED IN PRE-APPROVED CONSTRUCTION ZONES

WILL BE SUBJECT TO PENALTIES.

7 NEW CONCRETE SIDE-WALK AT NEW STAIR EXIT.

8 CONSTRUCTION ACCESS PATH FOR STAGING AND DUMPSTER. VERIFY REQUIRED

CLEARANCES PRIOR TO ANY TRAVEL / MOVING OF MATERIALS.

9 PROVIDE A CONSTRUCTION FENCE AROUND NEW STAIR CONSTRUCTION.

COORDINATE FENCE LOCATION TO PROVIDE AREA FOR EXCAVATION WORK PER

PHASING REQUIREMENTS. PROVIDE SECURE CONNECTION TO BUILDING. REFER TO

CIVIL SHEET CS101 FOR ADDITIONAL INFORMATION.

10 PROVIDE NEW TEMPORARY ASPHALT SIDEWALK ROUTED AROUND CONSTRUCTION

FENCING. MAINTAIN EGRESS PATHWAY FROM GROUND FLOOR EXITS.

11 EGRESS PATH FROM GROUND FLOOR TO REMAIN ACTIVE DURING CONSTRUCTION.

ENSURE EGRESS PATHWAYS REMAIN UNOBSTRUCTED AT ALL TIMES.

12 EXISTING STEAM DUCTING SUPPORTS TO REMAIN OPERATIONAL DURING

CONSTRUCTION, PROTECT IN PLACE

13 EXISTING ABOVE-GROUND RAISED STEAM DUCTING TO REMAIN OPERATIONAL

DURING CONSTRUCTION, PROTECT IN PLACE

14 EXISTING HYDRANT, PROTECT IN PLACE

16 WASTE CART FOR CONSTRUCTION DEBRIS, REMOVE TO CONSTRUCTION

DUMPSTER DAILY. MAY NOT BE STORED ADJACENT TO THE BUILDING DURING

PERIODS OF NO CONSTRUCTION ACTIVITY.

17 COORDINATE FENCE LOCATION TO PROVIDE AREA FOR EXCAVATION WORK.

PROVIDE SECURE CONNECTION TO BUILDING. REFER TO CIVIL SHEET CS101 FOR

ADDITIONAL INFORMATION.

18 TEMPORARY METAL STAIRS TO MEET CODE FOR OCCUPANT EXITING - ASSUME

FIVE RISERS - FIELD VERIFY SIZE AND HEIGHT PRIOR TO ORDERING.

19 ENSURE ADA COMPLIANT PEDESTRIAN ACCESS FROM COURTYARD EXITS IS

MAINTAINED AT ALL TIMES - GENERAL LOCATION OF FENCING AND TEMP SIDEWALK

SHOWN. CONTRACTOR TO PLAN FOR AT LEAST 3 RELOCATIONS OF FENCING AND

PEDESTRIAN ACCESS ROUTE TO ACCOMMODATE WORK WHILE MAINTAINING

EXITING

PATIENT-ONLY

ACCESSIBLE PARKING IN

MAIN CAMPUS PARKING

AREA - ACCESS THRU

ENCLOSED WALKWAYS TO

BUILDING 14

6" = 1'-0" D8

TEMPORARY STAIR - BASIS OF DESIGN

DEMOLITION AND UTILITY UPGRADES

PHASING NOTES:

1. ENSURE CONSTRUCTION DUMPSTER AND TRASH CHUTE

ARE PROPERLY COORDINATED TO ALLOW FOR COMPLETE

REMOVAL OF ALL DEMOLITION MATERIAL. REFER TO THE

ICRA PLANS AND DEMOLITION PLANS ON PROTOCOLS FOR

DEMOLITION PREPARATION, OPERATION, AND COMPLETION.

2. COORDINATE DEMOLITION AND NEW WORK SCOPE SO THAT

ANY WORK THAT REQUIRES ACCESS TO SPACES ON

GROUND FLOOR CAN HAPPEN IN SUCCESSION AND

MINIMIZE IMPACT TO GROUND FLOOR OPERATIONS.

3. ANY DEMOLITION THAT WOULD DISTURB THE EXTERIOR

ENVELOPE AND OPEN THE BUILDING TO WATER INTRUSION,

MUST BE PLANNED IN CONJUNCTION WITH NEW

CONSTRUCTION TO LIMIT TIME THAT BUILDING IS OPEN TO

THE ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR

REPLACING ANY MATERIALS DAMAGED WHEN BUILDING

ENVELOPE IS COMPROMISED.

CONSTRUCTION

1. ANY WORK THAT WILL TAKE PLACE OUTSIDE OF THE

CONTRACT LIMITS, INCLUDING BUT NOT LIMITED TO:

DELIVERY OF MATERIALS, TOOLS, EQUIPMENT, ETC.,

UTILITIES WORK THAT WILL REQUIRE ACCESS TO THE

PLENUM SPACE BELOW THE FIRST FLOOR SLAB FROM THE

GROUND FLOOR CEILING - WILL NEED TO BE COORDINATED

WITH THE COR / VA IN ADVANCE OF WORK.

2. FOR ACCESS TO THE GROUND FLOOR, PLAN THE WORK

WITH SUB-CONTRACTORS SO THAT THEY CAN WORK IN

SUCCESSION FROM SPACE TO SPACE, TO MINIMIZE IMPACT

TO DAILY OPERATIONS.

EXIT STAIR TOWER CONSTRUCTION

MAINTAIN EXITING FROM ALL EXISTING DOORS DURING

CONSTRUCTION. REFER TO CIVIL AND ARCHITECTURAL SITE

SHEETS FOR STAIR TOWERS AND SITE UTILITIES.

COORDINATE WITH CIVIL PLANS FOR TEMPORARY FENCING

TO PROTECT PEDESTRIAN ACCESS FROM CONSTRUCTION

ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING

TEMPORARY FENCING AND SIDEWALKS AS NEEDED SO THAT

PEDESTRIAN ROUTES THROUGH THE COURTYARD REMAIN

ACCESSIBLE AND PROTECTED DURING VARIOUS

CONSTRUCTION ACTIVITIES.

RELOCATE STORM SEWER

1. RELOCATE STORM SEWER PRIOR TO ANY WORK ON NEW

STAIRS.

2. INSTALL NEW SEWER LINE. COORDINATE CONNECTIONS

WITH COR TO LIMIT ANY DISRUPTION OF SERVICE.

3. DEMOLISH EXISTING SEWER AND INFILL.

NOTE: AT ALL TIMES MAINTAIN VEHICLE ACCESS AT LOADING

DOCK DRIVE AISLE. GROUND FLOOR IS TO BE OCCUPIED FOR

THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT.

# Revisions: Date:

1 Addendum 1 01/05/2023

Alternate Removed from Contract

LINE OF

STRUCTURE

LINE OF

STRUCTURE

07 21 13

SOUND ATTENUATION BATTS

(SAB), WHERE OCCURS

09 22 16

METAL STUDS

07 92 00

SEALANT BOTH SIDES

09 29 00

5/8" GWB

07 92 00

SEALANT BOTH SIDES

CEILINGCEILING

LINE OF

STRUCTURE

LINE OF

STRUCTURE

07 21 13

SOUND ATTENUATION BATTS

(SAB), WHERE OCCURS

NOTE:

IF PARTITION TYPE IS USED IN A

CHASE WALL CONDITION, PROVIDE

CROSS BRACING GUSSETS AT 48"

O.C. MAX VERTICALLY. FABRICATED

FROM 6" MTL STUDS.

6”

09 29 00

5/8" GWB

07 21 13

SAB RETAINER STRAP

WHERE SAB OCCURS

CEILING

07 92 00

SEALANT

09 22 16

METAL STUDS

A-720

E7

CUT TOP COURSE AS

REQUIRED

SECTION

STAGGERED AT 24" O.C.

ELEVATION

DESIGN BASIS: UL-HW-D-1079

REFER TO UL LISTING FOR

COMPLETE ASSEMBLY

REQUIREMENTS

04 20 00

CMU

4" 1/

2" M

IN

1/ 2"

M

IN

4"

O V

E R

LA

P

O

N T

C

N C

R E

E

B

LO

C

K

07 84 00

FIRESTOPPING

05 12 00

(2) 1/2" HILTI TZ BOLTS

W/ 3 1/2" EMBED

07 84 00

MINERAL WOOL

05 12 00 L5x3x3/8 (LLV) MIN.

1'-0" @ 24" O.C.

STAGGERED EACH SIDE

CUT TOP COURSE AS

REQUIRED

SECTION

STAGGERED AT 24" O.C.

ELEVATION

DESIGN BASIS: UL-HW-D-1080

REFER TO UL LISTING FOR

COMPLETE ASSEMBLY

REQUIREMENTS

04 20 00

CMU

1/ 2"

M

IN

4"

05 12 00

(2) 1/2" HILTI TZ BOLTS

WITH 3 1/2" EMBED

07 84 00

FIRESTOPPING

07 84 00

MINERAL WOOL

05 12 00 L5x3x3/8 (LLV) MIN.

1'-0" @ 24" O.C.

STAGGERED EACH SIDE

CUT TOP COURSE AS

REQUIRED

05 12 00 L5x3x3/8 (LLV) MIN.

1'-0" @ 24" O.C.

STAGGERED EACH SIDE

07 84 00

FIRE STOPPING

SECTION

STAGGERED AT 24" O.C.

ELEVATION

DESIGN BASIS: UL-HW-D-0300

REFER TO UL LISTING FOR

COMPLETE ASSEMBLY

REQUIREMENTS

04 20 00

CMU

1/ 2"

M

IN

2"

STEEL BEAM W/

FIREPROOFING

1/ 2"

M

IN

2" M

A X

1" M

IN

O V

E R

C K

O V

E R

C K

07 84 00

FIRE STOPPING

2" MIN OVERLAP ONTO

BEAM FIREPROOFING

1" MIN

OVERLAP

ONTO

BLOCK

05 12 00

(2) 1/2" HILTI TZ BOLTS

W/ 3 1/2" EMBED

07 84 00

MINERAL WOOL

SLOTTED DEEP LEG

DEFLECTION TRACK

SLIP CONNECTION

VERTICAL STUD

GENERAL NOTES

1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF

INTEGRITY OF SOUND, SMOKE AND FIRE WALLS.

2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND

COMPONENTS AS APPROPRIATE FOR CONDITIONS.

3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANUFACTURER AND UL

APPROVED METHODS FOR ATYPICAL CONDITIONS.

4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF VERTICAL DEFLECTION OF THE SUPERSTRUCTURE.

5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS

OR SIMILAR SPACER TO ACCOMMODATE THICKNESS OF SECTION

07 81 16 FIREPROOFING.

6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, IS THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION

SECTION 09 22 16.

7. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MID-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE

VERTICALLY AS SUPERSTRUCTURE DEFLECTS.

8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SUPERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE

BOTTOM OF THE TOP TRACK.

9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TYPES.

10. AT FIRE -RATED WALLS REFER TO SPECIFICATION SECTION 07 84 00 FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS.

11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED.

12. FIRESTOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FIRESTOPPING) AT FOOD SERVICE, FDA INSPECTED PRODUCTION FACILITIES, VIVARIA, BIOLOGICAL CONTAINMENT AND CLEAN ROOM APPLICATIONS.

13. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS.

14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENUATION BATTS (SAB).

15. SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB, AND SOUND-CONTROL WALLS REQUIRE GWB ON BOTH SIDES, BE CUT TO FOLLOW UNDULATING SURFACES OF THE SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL DECKING. PROVIDE A

CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO SUPERSTRUCTURE.

ISOMETRIC VIEW OF SLOTTED TOP TRACK

09 22 16

20 GA Z-BARS TO

ACCOMMODATE

SFRM THICKNESS

07 81 00

FIREPROOFING

CONCRETE SLAB

09 22 16

METAL STUDS

STEEL BEAM

09 22 16

NON-STRUCTURAL

METAL FRAMING

A

CMU LINTEL SCHEDULE

FOR USE IN NON-LOAD BEARING MASONRY WALLS

CONCRETE MASONRY BLOCK LINTELS

5 5/8" 7 5/8"

5/

8" T

Y P

10 5/8" 11 5/8"

B C D E

OPENING

WIDTH

NOMINAL WALL

THICKNESS

LINTEL

SUPPORT

BEARING

EACH END

TYPE

UP TO 6'-4" 4"

6"

8"

10"

12"

ONE - #3

ONE - #5

TWO - #4

THREE - #4

THREE - #5

8"

8"

8"

8"

8"

A

B

C

D

E

880 PLF

880 PLF

880 PLF

880 PLF

880 PLF

NOTE: FOR OPENINGS LARGER THAN 6'-4" WIDE AND UP TO 12'-4" WIDE, USE PRECAST REINFORCED

CONCRETE LINTEL

MAX UNIFORM LOAD

(LBS/LF)

STEEL LOOSE LINTEL SCHEDULE

FOR USE IN BRICK AND STONE VENEER APPLICATIONS

OPENING

WIDTH

BEARING

EACH END

LINTEL SUPPORT

4'-0" AND BELOW

4'-0" UP TO 6'-0"

6'-0" UP TO 8'-0"

ANGLE 3 1/2" x 3 1/2" x 3/8" 8"

8"

8"

ANGLE 5" x 3 1/2" x 3/8"

ANGLE 6" x 4" x 3/8"

3 5/8"

LINE OF

STRUCTURE

LINE OF

STRUCTURE

09 29 00

5/8" ACOUSTICALLY ENHANCED

GWB, PLACE ON SOURCE SIDE

INNER LAYER

07 92 00

SEALANT BOTH SIDES

07 92 00

SEALANT BOTH SIDES

09 29 00

5/8" GWB

07 21 13

SOUND ATTENUATION

BATTS (SAB)

09 22 16

METAL STUDS

09 29 00

5/8" GWB 2 LAYERS

CEILINGCEILING

NOTE: FIRE RESISTANCE TEST FOR ONE HOUR RATED WALLS: UL

U465

(TYPE A) TYPICAL PARTITION

MARK STUD WIDTH PRTN WIDTH DESIGN STC

A2 2 1/2" 3 3/4" 35

A3 3 5/8" 4 7/8" 35

A4 4" 5 1/4" 35

A8 8" 9 1/4" 35

(TYPE J) NON-RATED PARTITION

MARK STUD WIDTH PRTN WIDTH DESIGN STC

J2 2 1/2" 3 1/8" -

J3 3 5/8" 4 1/4" -

J4 4" 4 5/8" -

J6 6" 6 5/8" -

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

MEP

550 North Reno St. Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephensen, P.E.

Structural

2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536 Bryan K. Salt, P.E., S.E.

A u to d e s k D o c s

/6

-2

-1

R e n o v a te B

A B

C D

/6

-2

-2

.1

.P k g

-A

.r v t

/2

/2

:0

:0

P M

A-720

STANDARD PARTITION TYPES & DETAILS

TRIPLE C - The A/E Group

201 E. Jefferson Street, Suite 200

Syracuse, NY 13202

(315) 484-5958

Mat Perkins

620-23-221

B14ABCD

08/07/2023 M.PERKINS S POLLARD

ISSUED FOR BIDDING BUILDING 14 MAIN AND EMERGENCY

ELECTRICAL, HOT WATER SYSTEM

UPGRADE

2094 Albany Post Road, Montrose, NY 10548

1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL

DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH

DESIGNATIONS. SOME PARTITION TYPES SHOWN ON THIS SHEET MAY NOT BE

USED ON THIS PROJECT.

2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO BE TYPE A. IF

UNCLEAR CONTACT ARCHITECT.

3. "METAL STUDS" INDICATED ON THIS SHEET FOR INTERIOR PARTITIONS

REFER TO THOSE SPECIFIED IN SECTION 09 22 16 - NON STRUCTURAL METAL

FRAMING. REFER TO SPECIFICATIONS FOR ADDITIONAL CRITERIA SUCH AS

MINIMUM STUD SPACING, MINIMUM GAUGE AND PERMISSIBLE DEFLECTION

LIMITS.

4. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM THAT DESCRIBES

THE ABILITY OF AN ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND.

CONFIGURE SOUND-RATED WALL ASSEMBLIES ACCORDING TO THE MINIMUM

REQUIREMENTS STIPULATED IN THE STC TESTS LISTED. STC RATINGS LISTED

ARE BASED ON LABORATORY TESTING AND ARE NOT INDICATIVE OF RESULTS

IN FIELD.

5. REFER TO SECTION 07 92 00 FOR ACOUSTIC SEALANTS.

6. SOUND ATTENUATION BATTS (SAB) ARE SPECIFIED IN SECTION 07 21 13.

WHERE SAB ARE INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM

FLOOR TO STRUCTURE ABOVE.

7. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM WALLBOARD

U.N.O.; UPGRADE TO PREMIUM TYPES OF WALLBOARD (I.E., MOISTURE-

RESISTANT, TILE-BACKER BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON

THEIR LOCATION AND ACCORDING TO REQUIREMENTS OF SECTION 09 29 00.

8. SEALANTS INDICATED MAY BE FOR FIRE RATING, SMOKE RATING, AIR

PRESSURE CONTAINMENT, ACOUSTIC RATING, VERMIN CONTROL, MOVEMENT

(CRACK) CONTROL AND/OR BIOLOGICAL CONTAINMENT. SEALANT JOINTS ARE

TO BE SIZED FOR EXPECTED MOVEMENT OF JOINT WITH

EXPANSION/CONTRACTION CAPACITY OF SEALANT MATERIAL TO MAINTAIN

THE INTEGRITY OF THE SEAL FOR THESE APPLICABLE PARAMETERS. SEE

SPECIFICATION SECTION 07 92 00 FOR INTERIOR JOINT SEALANTS.

9. REFER TO SECTION 07 84 00 FOR HEAD-OF-WALL FIRESTOPPING AND

SEALING OF THRU-WALL PENETRATIONS.

10. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMATIC

ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR

GEOMETRY.

11. ALL DIMENSIONS ARE FROM FACE TO FACE, OR CENTERLINE TO

CENTERLINE, U.N.O. REFER TO PARTITION MATRICES FOR PARTITION WIDTH

DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN.

12. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO

CONTINUE THROUGH ALL OPENINGS IN RATED PARTITIONS.

13. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE

BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR

SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

14. FIRE RESISTANT PARTITIONS SHALL EXTEND TO AND SEAL WITH

FIRESTOPPING AGAINST ADJACENT WALLS TO REMAIN.

GENERAL PARTITION NOTES:

THE TYPICAL PARTITION TAG SYMBOL DESIGNATION HAS TWO CHARACTERS.

THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITITON TYPE, THE

SECOND CHARACTER IS A NUMERIC INDICATION OF THE STUD OR CMU WIDTH.

IF A "≠" SYMBOL IS SHOWN AS THE FIRST CHARACTER, THIS INDICATES THE

PARTITION DOES NOT HAVE…