Attachment 2 - Drawings - COVER SHEET GI000.pdf

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

U.S. Department of Veterans Affairs GULF COAST VETERANS HEALTH CARE SYSTEM, PENSACOLA VA CLINIC

790 Veterans Way, Pensacola, FL 32503

520-331

CONSTRUCT ADDITION AND RENOVATIONS TO JOINT AMBULATORY

CARE CENTER - LABORATORY AND INFUSION CLINIC

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

10.07.2022

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GI000

COVER SHEET 520-331

JACC-2F

10.07.2022 M. PERKINS C. LOWERY

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

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

SIGNATURE __________________________09.01.2022 DATE

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

TRIPLE C - THE A&E GROUP

Section 01 00 00

1.3 STATEMENT OF BID ITEM(S)

A. Contractor shall completely prepare project site for operations, including demolition and removal of existing site elements, and furnish labor and materials and perform work for the Veterans Affairs Gulf Coast Health Care System, Project 520-331, Construct Addition and Renovations to Joint Ambulatory Care Center, Pensacola, FL, Addition & Renovation as required by drawings and specifications.

Period of performance is projected to be no greater than 540 calendar days. The work will require construction of 11,731 sf of Addition onto the existing roof of a ~207,191 SF building. This includes the addition of a new chiller tower (CT-3) in the mechanical yard, and replacement of the water chiller (CH-3) and associated pumps in existing mechanical room 1B179. The programs that will be supported in this addition will support Phlebotomy and Laboratory Services and the Infusion Clinic. There is also ~92,000 SF of surface parking to be constructed in the existing grass areas in the parking lot. The existing building shall remain operational during the entirety of the construction project.

B. The construction shall be Phased as follows below. Each Phase shall be completed in its entirety, for all disciplines, from demolition to final punch-walk and acceptance by the VA, prior to the commencement of the subsequent Phase. The Contractor shall prepare and submit their own Phasing Plan along with the Interim Life Safety Plans and Construction Schedule, to show accommodation of these phases. Period of performance not to exceed 18 months for all phases. Phases 2A and 2B shall be completed concurrently with Phase 1. Two weeks minimum required between Phase 2A and Phase 2B to allow for traffic patterns and parking to be shifted.

1. Phase 1:

a. Perform all scope of work associated with “Area F” – the Phlebotomy, Blood Draw, Core Lab, Infusion Clinic, and Associated Spaces. Include all associated scope of work with Ahu-2-N being installed on the third floor mechanical space. Also include all scope of work associated with the installation of new Chiller Tower 3, in the existing mechanical yard, and replacement of water Chiller 3 (CH-3).

Contractor to provide proposed phasing and construction timeline plan for review and approval by the VA.

2. Phase 2A:

a. Perform all scope of work associated with new parking lot areas A and C. Coordinate any required shutdowns to adjacent parking lot areas with the COR – plan work to minimize the number of required shutdowns during operating hours. Period of Performance not to exceed 6 months. Work to be performed concurrently with Phase 1.

3. Phase 2B:

a. Perform all scope of work associated with new parking lot area B. Coordinate any required shutdowns to adjacent parking lot areas with the COR – plan work to minimize the number of required shutdowns during operating hours. Period of Performance not to exceed 6 months. Work to be performed concurrently with Phase 1. Two weeks minimum required between Phase 2A and 2B to allow for traffic patterns and parking to be shifted.

C. Work includes general construction, alterations, and certain other items. Contractor shall provide services but not limited to furnish all supervision, labor, equipment, materials, and transportation necessary to accomplish work for the demolition, replacement, and construction as required by specifications and drawings, including basis of design established in 09 06 00 SCHEDULE OF FINISHES.

D. 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.

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

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

F. 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 HVAC shop as detailed by the mechanical control drawings and specifications.

2. All controls, fire systems, security systems, etc. shall be an extension of the existing, in-place systems. Coordinate extensions and parts with the existing system manufacturers to ensure compatibility and continuity between existing and new parts of the whole system.

G. New Fire Protection systems shall be an extension of the existing systems per the construction drawings and specifications.

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

I. 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, planting beds, artificial turf, fencing, trees and additional landscape materials to the building addition 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.

J. Inspections: Comprehensive Third-Party inspections, testing and written reports for all Divisions are required and paid for by the General Contractor. Contractor shall employ third party inspection consultants to perform all inspections required by this contract. All new and existing systems, including mechanical, electrical, plumbing, and fire protection, within the scope of work are required to be inspected.

ACOR: Craig Crawley Capital Asset Coordinator Gulf Coast Veterans Healthcare System Phone: 228-523-4677

COR: Tess Finnegan

GCVHCS - ENGINEERING OFFICE (138)

Phone: 228-523-5365

PROJECT DATA:PROJECT TEAM

OWNER ARCHITECT:

Triple C - The A/E Group 4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609 813-261-1023 Mat Perkins - Project Manager mat.perkins@triplecaeg.com Caleb Lowery - Project Architect caleb.lowery@triplecaeg.com Lauren Bell - Project Interior Designer

Lauren.bell@triplecaeg.com Kelly Struble - Project Civil Engineer kelly.struble@triplecaeg.com

MEPF & CxA Engineers:

MES Group, Inc.

550 N Reo Street, Suite 203 Tampa, FL 33609 813-289-4700 Nick Stephenson - Mechanical Engineer

Nick.Stephenson@mesgroupinc.com Sary.Chhoeung -sary.chhoeung@mesgroupinc.com Taylor Rinaldi -taylor.rinaldi@mesgroupinc.com

Structural Engineer:

PROJECT SCOPE:

C&S Companies 2203 N Lois Avenue, STE 400 Tampa, FL 33607

(813) 434-4997 Juan Lozoya - Structural Engineer

Jlozoya@cscos.com

ADDRESS:

Joint Ambulatory Care Center (JACC) 790 Veterans Way, Pensacola, FL 32503

SQUARE FOOTAGE:

EXISTING TOTAL BUILDING AREA: 207,191 GSF

ADDITIONAL NEW BUILDING AREA: 11,731 GSF

ADDITIONAL NEW PARKING AREA: ~92,000 SF

STORIES: 3 STORIES (EXT'G)

PENSACOLA BAY

292 - GULF BEACH HWY

I-1 0H

W Y

HWY 98

PROJECT LOCATION

VICINITY MAP

NTS

H W

Y

US HWY 98

S

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AVY B

LVD

S

FAIR

FIE

LD

D R

CHIEF'S

WAY

PROJECT LOCATION

LOCATION MAP

NTS

P A

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IN

G

PARKING

PARKING

PARKING

RETENTION

RETENTION

RETENTION

V E

T E

R A

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W A

Y

US HIGHWAY 98

LOADING DOCK

MECHANICAL YARD2

SOUTH ENTRANCE3

NORTH ENTRANCE4

VEHICLE INSPECTION LANE5

CAMPUS REFERENCE MAP

NTS

CROSSHATCH REPRESENTS

AREA OF 2ND FLOOR ADDITION

AERIAL VIEW

NTS

DEDUCTIVE ALTERNATES

D1 DEDUCTIVE ALTERNATE #1: REMOVE ALL SCOPE OF WORK ASSOCIATED

WITH ~51,200 SF OF NEW PARKING. SEE GI100.

D2 DEDUCTIVE ALTERNATE #2: REMOVE ALL SCOPE OF WORK ASSOCIATED

WITH ~39,000 SF OF NEW PARKING. SEE GI100.

D3 DEDUCTIVE ALTERNATE #3: REDUCE WINDOW QUANTITY BY 8. SEE

A-201.

D4

DEDUCTIVE ALTERNATE #4: REMOVE ALL SCOPE ASSOCIATED

WITH 600 TON CHILLER (CH-3) REPLACEMENT IN MECHANICAL

ROOM 1B179.

NOTE: DEDUCTIVE ALTERNATES ARE CASCADING. EACH DEDUCT WILL BE TAKEN IN

SUCCESSION AND SHALL BE PRICED UNDER SEQUENTIAL, SEPARATE CLINs

(CONTRACT LINE ITEM NUMBER) SO DETERMINATIONS CAN BE MADE AND

PRIORITIES ESTABLISHED BASED ON BIDS RECEIVED.

CONTRACTOR STAGING AREA7

CONSTRUCTION PHASING

PHASE 1: PERFORM ALL SCOPE OF WORK ASSOCIATED WITH "AREA F", THE

PHLEBOTOMY, BLOOD DRAW, CORE LAB, INFUSION CLINIC AND ASSOCIATED

SPACES. INCLUDE ALL ASSOCIATED WORK WITH AHU-2-N BEING INSTALLED

ON THE THIRD FLOOR MECHANICAL SPACE, THE NEW CHILLER TOWER CT-3,

AND REPLACEMENT OF CHILLER CH-3 IN 1B179. PHASE 1 CONSTRUCTION TO

BE COMPLETED FULLY AND ACCEPTED BY THE VA PRIOR TO

COMMENCEMENT OF PHASE 2.

2A

PHASE 2A: PERFORM ALL SCOPE OF WORK ASSOCIATED WITH THE NEW

PARKING AREAS FOR DEDUCTIVE ALTERNATE #1 (AREAS A AND C).

COORDINATE ANY REQUIRED SHUTDOWNS TO ADJACENT PARKING

AREAS WITH THE COR - PLAN WORK TO MINIMIZE AMOUNT OF

SHUTDOWNS DURING OPERATING HOURS.

REFER TO SHEET GI100 FOR DIAGRAM

2B

PHASE 2B: PERFORM ALL SCOPE OF WORK ASSOCIATED WITH THE NEW

PARKING AREA FOR DEDUCTIVE ALTERNATE #2 (AREA B). COORDINATE

ANY REQUIRED SHUTDOWNS TO ADJACENT PARKING AREAS WITH THE

COR - PLAN WORK TO MINIMIZE AMOUNT OF SHUTDOWNS DURING

OPERATING HOURS.

AXONOMETRIC VIEW - PROPOSED WORK

NTS

Siemens Contact:

Timothy Hornocker Siemens Industry, Inc.

14231 Seaway Road, Suite F2 Gulfport, MS, 39503 Dir: 228-265-8100 Fax: 228-265-8149 Cell: 601-329-1731 timothy.hornocker@siemens.com

Revisions: Date: 10.07.2022 10.07.2022

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

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

B

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GI001

DRAWING INDEX 520-331

JACC-2F

09.26.2022 M. PERKINS N.BLANCHARD

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

- DRAWING INDEX -

SHEET NUMBER SHEET NAME

INCLUDED IN

35% SD

INCLUDED IN

65% DD

INCLUDED IN

95% CD

INCLUDED IN

100%

ISSUED FOR

CONSTRUCTION

FIRE PROTECTION

FX000 FIRE PROTECTION NOTES Yes Yes Yes Yes Yes FX001 FIRE PROTECTION NOTES No No No No Yes FX102 FIRE PROTECTION SECOND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes FX102F FIRE PROTECTION SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes FX501 DETAILS - FIRE PROTECTION No Yes Yes Yes Yes FA001 FIRE ALARM NOTES & LEGEND Yes Yes Yes Yes Yes FA102F FIRE ALARM SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes

PLUMBING

P-001 LEGEND - PLUMBING Yes Yes Yes Yes Yes PD101 PLUMBING EXISTING/DEMOLITION GROUND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes PD101F1 PLUMBING EXISTING/DEMOLITION GROUND FLOOR PLAN - AREA F - UNDER SLAB No Yes Yes Yes Yes PD101F2 PLUMBING EXISTING/DEMOLITION GROUND FLOOR PLAN - AREA F - DW,SAN,VENT No Yes Yes Yes Yes PD101F3 PLUMBING EXISTING/DEMOLITION GROUND FLOOR PLAN - AREA F - STORM No Yes Yes Yes Yes PD102 PLUMBING EXISTING/DEMOLITION SECOND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes PD102F PLUMBING EXISTING/DEMOLITION SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes PX101 PLUMBING GROUND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes PX101F1 PLUMBING GROUND FLOOR PLAN - AREA F - UNDER SLAB No No Yes Yes Yes PX101F2 PLUMBING GROUND FLOOR PLAN - AREA F - SAN,VENT, STORM No Yes Yes Yes Yes PX101F3 PLUMBING GROUND FLOOR PLAN - AREA F - DCW, MED GAS No No Yes Yes Yes PX102 PLUMBING SECOND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes PX102F1 PLUMBING SECOND FLOOR PLAN - AREA F - SAN, VENT & STORM No No Yes No Yes PX102F2 PLUMBING SECOND FLOOR PLAN - AREA F - DW Yes Yes Yes Yes Yes PX102F3 PLUMBING SECOND FLOOR PLAN - AREA F - MED & LAB GAS No Yes Yes No Yes PX103F PLUMBING ROOF PLAN - AREA F No Yes Yes Yes Yes P-501 DETAILS - PLUMBING No No Yes No Yes P-502 SHEDULES & DETAILS - PLUMBING No No Yes No Yes P-902 SANITARY RISER DIAGRAM - AREA F No No Yes Yes Yes P-904 DOMESTIC RISER DIAGRAM - AREA F No No Yes Yes Yes P-906 MED GAS RISER DIAGRAM No Yes Yes Yes Yes

MECHANICAL

M-001 LEGEND - HVAC Yes Yes Yes Yes Yes M-002 NOTES - HVAC Yes Yes Yes Yes Yes MD101 MECHANICAL DEMOLITION GROUND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes MD101B1 MECHANICAL DEMOLITION GROUND FLOOR PLAN - AREA B Yes Yes Yes Yes Yes MD101B2 MECHANICAL DEMOLITION GROUND FLOOR PLAN - AREA B2 Yes Yes Yes Yes Yes MD402 MECHANICAL DEMOLITION GROUND FLOOR PLAN - AREA B ENLARGED PLAN No No Yes Yes Yes MD403 MECHANICAL DEMOLITION GROUND FLOOR PLAN - AREA B ENLARGED PLAN No No Yes Yes Yes MD404 MECHANICAL DEMOLITION GROUND FLOOR PLAN - AREA B ENLARGED PLAN No No Yes Yes Yes MH101 MECHANICAL GROUND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes MH101B1 MECHANICAL GROUND FLOOR PLAN - AREA B Yes Yes Yes Yes Yes MH101B2 MECHANICAL GROUND FLOOR PLAN - AREA B2 Yes Yes Yes Yes Yes MH102 MECHANICAL SECOND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes MH102F MECHANICAL SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes MH103 MECHANICAL ROOF PLAN - OVERALL Yes Yes Yes Yes Yes MH103F MECHANICAL ROOF PLAN - AREA F Yes Yes Yes Yes Yes MH103P MECHANICAL THIRD FLOOR PLAN - PENTHOUSE NORTH No Yes Yes Yes Yes MP102B MECHANICAL PIPING SECOND FLOOR PLAN - AREA B No Yes Yes Yes Yes MP102F MECHANICAL PIPING SECOND FLOOR PLAN - AREA F No Yes Yes Yes Yes MP103P MECHANICAL THIRD FLOOR PLAN - PENTHOUSE NORTH No No Yes Yes Yes MH202F MECHANICAL SECOND CEILING PLAN - AREA F No Yes Yes No Yes MH302F MECHANICAL SECOND FLOOR THERMOSTAT PLAN - AREA F No No Yes Yes Yes MH402 MECHANICAL GROUND FLOOR PLAN - AREA B2 ENLARGED PLAN No No Yes Yes Yes MH403 MECHANICAL GROUND FLOOR PLAN - AREA B2 ENLARGED PLAN No No Yes Yes Yes MH404 MECHANICAL GROUND FLOOR PLAN - AREA B2 ENLARGED PLAN No No Yes Yes Yes M-501 DETAILS - MECHANICAL No Yes Yes Yes Yes M-502 DETAILS - MECHANICAL No No Yes No Yes M-503 DETAILS - MECHANICAL No No Yes No Yes M-601 SCHEDULES - MECHANICAL Yes Yes Yes Yes Yes M-602 SCHEDULES - MECHANICAL Yes Yes Yes Yes Yes M-701 CONTROLS - MECHANICAL No No Yes Yes Yes M-704 CONTROLS - MECHANICAL No No Yes No Yes M-901 AREA F HW ISOMETRIC No No No No Yes

ELECTRICAL

E-001 ELECTRICAL NOTES & LEGENDS Yes Yes Yes Yes Yes ED201B ELECTRICAL POWER & SPECIAL SYSTEMS DEMOLITION GROUND FLOOR PLAN - AREA B Yes Yes Yes Yes Yes ED203F ELECTRICAL POWER & SPECIAL SYSTEMS DEMOLITION ROOF PLAN - AREA F No Yes Yes Yes Yes EL102F ELECTRICAL LIGHTING SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes EP102F ELECTRICAL POWER SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes EP103F ELECTRICAL ROOF PLAN - AREA F Yes Yes Yes Yes Yes EY102F ELECTRICAL SPECIAL SYSTEMS SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes EM101B MECHANICAL POWER GROUND FLOOR PLAN - AREA B No Yes Yes Yes Yes EM102F MECHANICAL POWER SECOND FLOOR PLAN - AREA F No Yes Yes Yes Yes EM103P MECHANICAL POWER THIRD FLOOR PLAN - PENTHOUSE NORTH No Yes Yes Yes Yes E-501 ELECTRICAL DETAILS No Yes Yes Yes Yes E-502 ELECTRICAL DETAILS No Yes Yes Yes Yes E-503 ELECTRICAL DETAILS No Yes Yes Yes Yes E-601 ELECTRICAL RISER DIAGRAM Yes Yes Yes Yes Yes E-602 ELECTRICAL RISER DIAGRAM CONT. No No Yes Yes Yes E-701 PANEL SCHEDULES No Yes Yes Yes Yes E-702 PANEL SCHEDULES No Yes Yes Yes Yes E-703 PANEL SCHEDULES Yes Yes Yes Yes Yes E-704 PANEL SCHEDULES No No Yes Yes Yes Grand total: 183

- DRAWING INDEX -

SHEET NUMBER SHEET NAME

INCLUDED IN

35% SD

INCLUDED IN

65% DD

INCLUDED IN

95% CD

INCLUDED IN

100%

ISSUED FOR

CONSTRUCTION

GENERAL

GI000 COVER SHEET Yes Yes Yes Yes Yes GI001 DRAWING INDEX Yes Yes Yes Yes Yes GI050 GENERAL NOTES Yes Yes Yes Yes Yes GI100 OVERALL SITEPLAN Yes Yes Yes Yes Yes GI102F LIFE SAFETY PLAN - AREA F Yes Yes Yes Yes Yes GI200 ICRA PLAN - GROUND FLOOR No No Yes Yes Yes GI201 ICRA PLAN - SECOND FLOOR No Yes Yes Yes Yes

CIVIL

VF101 CIVIL SITE SURVEY No Yes Yes Yes Yes CD101 CIVIL DEMOLITION PLAN OVERALL No Yes Yes Yes Yes CD102 CIVIL DEMOLITION PLAN ENLARGED VIEWS A & B No Yes Yes Yes Yes CD103 CIVIL DEMOLITION PLAN ENLARGED VIEWS C No Yes Yes Yes Yes CS101 CIVIL SITE PLAN OVERALL No Yes Yes Yes Yes CS102 CIVIL SITE PLAN ENLARGED VIEWS A & B No Yes Yes Yes Yes CS103 CIVIL SITE PLAN ENLARGED VIEWS C No Yes Yes Yes Yes CG101 CIVIL GRADING PLAN OVERALL No Yes Yes Yes Yes CG102 CIVIL GRADING PLAN ENLARGED VIEWS A & B No Yes Yes Yes Yes CG103 CIVIL GRADING PLAN ENLARGED VIEWS C No Yes Yes Yes Yes CG104 CIVIL EROSION CONTROL PLAN No Yes Yes Yes Yes CG501 CIVIL GRADING DETAILS SHEET 1 No Yes Yes Yes Yes CG502 CIVIL GRADING DETAILS SHEET 2 No Yes Yes Yes Yes CG503 CIVIL EROSION PROTECTION DETAILS No Yes Yes Yes Yes CU101 CIVIL UTILITY PLAN No Yes Yes Yes Yes CU102 CIVIL UTILITY PLAN ENLARGED VIEWS No Yes Yes Yes Yes CU103 CIVIL UTILITY PLAN ENLARGED VIEWS No Yes Yes Yes Yes CU501 CIVIL UTILITY DETAIL SHEET No Yes Yes Yes Yes CT101 CIVIL TRAFFIC SIGNAGE AND STRIPING PLAN No Yes Yes Yes Yes CT102 CIVIL TRAFFIC SIGNAGE AND STRIPING PLAN ENLARGED VIEWS A & B No Yes Yes Yes Yes CT103 CIVIL TRAFFIC SIGNAGE AND STRIPING PLAN ENLARGED VIEWS C No Yes Yes Yes Yes CT501 CIVIL SIGNAGE AND STRIPING DETAIL SHEET No Yes Yes Yes Yes

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES Yes Yes Yes Yes Yes S-002 GENERAL STRUCTURAL NOTES CONTINUED Yes Yes Yes Yes Yes S-003 SPECIAL INSPECTIONS Yes Yes Yes Yes Yes SD102 STRUCTURAL DEMOLITION PLAN - SECOND FLOOR Yes Yes Yes Yes Yes SD103 STRUCTURAL DEMOLITION PLAN - ROOF Yes Yes Yes Yes Yes S-101 STRUCTURAL FOUNDATION PLAN - OVERALL Yes Yes Yes Yes Yes S-101B2 STRUCTURAL FOUNDATION PLAN - AREA B2 - ENLARGED No Yes Yes Yes Yes S-102 STRUCTURAL SECOND FLOOR FRAMING PLAN - OVERALL Yes Yes Yes Yes Yes S-102F STRUCTURAL SECOND FLOOR FRAMING PLAN - AREA F - ENLARGED Yes Yes Yes Yes Yes S-103 STRUCTURAL THIRD FLOOR - MECHANICAL PENTHOUSE No Yes Yes Yes Yes S-104 STRUCTURAL ROOF FRAMING PLAN - OVERALL Yes Yes Yes Yes Yes S-104F STRUCTURAL ROOF FRAMING PLAN - AREA F - ENLARGED Yes Yes Yes Yes Yes S-201 BRACED FRAME ELEVATIONS Yes Yes Yes Yes Yes S-301 SECTIONS No Yes Yes Yes Yes S-401 ENLARGED PARTIAL FRAMING PLANS No Yes Yes Yes Yes S-501 TYPICAL DETAILS Yes Yes Yes Yes Yes S-502 TYPICAL DETAILS Yes Yes Yes Yes Yes S-503 TYPICAL DETAILS Yes Yes Yes Yes Yes S-504 TYPICAL DETAILS Yes Yes Yes Yes Yes S-505 TYPICAL DETAILS Yes Yes Yes Yes Yes S-510 FOUNDATION DETAILS No Yes Yes Yes Yes S-511 FOUNDATION DETAILS No No Yes Yes Yes S-520 FRAMING DETAILS Yes Yes Yes Yes Yes S-521 FRAMING DETAILS Yes Yes Yes Yes Yes S-522 FRAMING DETAILS Yes Yes Yes Yes Yes S-523 FRAMING DETAILS No Yes Yes Yes Yes S-524 FRAMING DETAILS Yes Yes Yes Yes Yes S-525 FRAMING DETAILS Yes Yes Yes Yes Yes S-601 GRAPHICAL COLUMN SCHEDULES Yes Yes Yes Yes Yes

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, & GENERAL NOTES Yes Yes Yes Yes Yes A-003F ARCHITECTURAL ROOM PROGRAM PLAN - SECOND LEVEL - AREA F Yes Yes Yes Yes Yes AD101 ARCHITECTURAL DEMOLITION PLAN - FIRST FLOOR Yes Yes Yes Yes Yes AD102 ARCHITECTURAL DEMOLITION PLAN - SECOND FLOOR Yes Yes Yes Yes Yes A-101 ARCHITECTURAL GROUND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes A-101B ARCHITECTURAL GROUND FLOOR PLAN - AREA B Yes Yes Yes Yes Yes A-102 ARCHITECTURAL SECOND FLOOR PLAN - OVERALL Yes Yes Yes Yes Yes A-102F ARCHITECTURAL SECOND FLOOR PLAN - AREA F Yes Yes Yes Yes Yes A-102F1 ARCHITECTURAL SECOND FLOOR DIMENSION PLAN - AREA F No Yes Yes Yes Yes A-103 ARCHITECTURAL THIRD FLOOR - MECHANICAL PENTHOUSES No Yes Yes Yes Yes A-104 ARCHITECTURAL ROOF PLAN - OVERALL Yes Yes Yes Yes Yes A-104F ARCHITECTURAL ROOF PLAN - AREA F No Yes Yes Yes Yes AC102F ARCHITECTURAL REFLECTED CEILING PLAN - SECOND FLOOR - AREA F Yes Yes Yes Yes Yes A-201 ARHICTECTURAL EXTERIOR ELEVATIONS - AREA F Yes Yes Yes Yes Yes A-251 ARCHITECTURAL SECTIONS - ATRIUM / CLINIC ENTRY No No Yes Yes Yes A-301 ARCHITECTURAL BUILDING SECTIONS - AREA F Yes Yes Yes Yes Yes A-351 ARCHITECTURAL SECTIONS - EXTERIOR WALL - AREA F No Yes Yes Yes Yes A-352 ARCHITECTURAL SECTIONS - EXTERIOR WALL - AREA F No Yes Yes Yes Yes A-401 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes Yes A-402 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes Yes A-403 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes Yes A-404 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes Yes A-405 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes Yes A-406 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes Yes A-407 ARCHITECTURAL ENLARGED VIEWS - REFLECTED CEILING PLANS No Yes Yes Yes Yes A-501 ARCHITECTURAL DETAILS - EXTERIOR No Yes Yes Yes Yes A-502 ARCHITECTURAL DETAILS - EXTERIOR No No Yes Yes Yes A-551 ARCHITECTURAL CASEWORK DETAILS No Yes Yes Yes Yes A-571 ARCHITECTURAL CEILING DETAILS No Yes Yes Yes Yes A-601 ARCHITECTURAL SCHEDULES Yes Yes Yes Yes Yes A-720 ARCHITECTURAL STANDARD PARTITION TYPES No Yes Yes Yes Yes A-722 ARCHITECTURAL PARTITION FRAMING DETAILS No Yes Yes Yes Yes A-730 ARCHITECTURAL TYPICAL MOUNTING HEIGHTS No Yes Yes Yes Yes

INTERIORS

IN001 INTERIOR NOTES AND FINISH LEGEND No Yes Yes Yes Yes IN102F INTERIOR FINISH PLANS - SECOND FLOOR - AREA F Yes Yes Yes Yes Yes IN501 INTERIOR FINISH DETAILS No Yes Yes Yes Yes IN502 INTERIOR WALL FINISH TYPES AND DETAILS No Yes Yes Yes Yes IN601 INTERIOR FINISH LEGEND AND ROOM FINISH SCHEDULE Yes Yes Yes Yes Yes IN901 INTERIOR 3D CONCEPT IMAGES Yes Yes Yes Yes Yes

FURNITURE

IF102F INTERIOR FURNITURE PLAN - SECOND FLOOR - AREA F Yes Yes Yes Yes Yes IF112F INTERIOR FURNITURE PLAN - SECOND FLOOR - AREA F No Yes Yes Yes Yes

SIGNAGE

AW001 ARCHITECTURAL SIGNAGE ABBREVIATIONS,SYMBOLS, GENERAL NOTES AND SCHEDULE No Yes Yes Yes Yes AW102F ARCHITECTURAL SIGNAGE PLAN - SECOND FLOOR AREA F No Yes Yes Yes Yes

EQUIPMENT

Q-102F ARCHITECTURAL EQUIPMENT PLAN - SECOND FLOOR - AREA F No Yes Yes Yes Yes Q-401F ARCHITECTURAL EQUIPMENT PLAN -SECOND FLOOR - CORE LAB ENLARGED No Yes Yes Yes Yes Q-601 EQUIPMENT SCHEDULE No Yes Yes Yes Yes

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

TRIPLE C THE A&E GROUP

4830 W. Kennedy Blvd. Suite 600 Tampa, FL 33609

(813) 261 1023

MAT PERKINS

09.26.2022

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GI050

GENERAL NOTES 520-331

JACC-2F

09.26.2022 M. PERKINS C. LOWERY

ISSUED FOR

CONSTRUCTION

CONSTRUCT ADDITION AND

RENOVATIONS TO JACC

790 Veterans Way, Pensacola, FL 32503

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR

THIS PROJECT ARE DEFINED BY THE PROJECT MANUAL

AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING

SPECIFICATION MANUAL FOR NEW WORK AND THE MPI

MAINTENANCE REPAINTING MANUAL FOR RENOVATION OR

REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE

PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD

PAINTING AND FINISHING AS REQUIRED BY STANDARD

PRACTICE, MANUFACTURER OR SPECIFICATION. REQUIRED

COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP

PRIMING, SURFACE TREATMENT AND FINISHING. THE WORK

ALSO INCLUDES PAINTING CLEANUP AND REMOVAL OF

OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS

MAY REQUIRE OTHER TYPES OF PAINTING, INCLUDING, BUT

NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND

FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED

OTHERWISE, CONTRACTOR IS TO FIELD PAINT INTERIOR

AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES,

WHETHER OR NOT PREVIOUSLY PAINTED, AND ALL NEW

ITEMS AND SURFACES. THIS INCLUDES, BUT IS NOT LIMITED

TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL

AND EXPOSED PIPING AND FITTINGS (INCLUDING IRON AND

PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE

SHALL BE SEALED, UNLESS NOTED OTHERWISE OR NOT

RECOMMENDED BY MANUFACTURER. PAINTING SCOPE

ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS,

SPECIFICATIONS AND PAINTING GENERAL NOTES. THESE

SOURCES ARE COMPLEMENTARY, NOT MUTUALLY

EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD

PAINTING OF INTERIOR AND EXTERIOR EXPOSED PIPES,

DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND

PRIMED METAL SURFACES OF EQUIPMENT IN EXPOSED

AREAS INSTALLED UNDER MECHANICAL AND ELECTRICAL

WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF

ELECTRICAL AND MECHANICAL WORK IN ELECTRICAL AND

MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED

OTHERWISE IN THE PROJECT MANUAL. COLOR-CODING OF

PIPING FOR MECHANICAL AND PLUMBING WORK IS

COVERED IN THE MECHANICAL OR PLUMBING

SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT

AN EDGE, CORNER, CHANGE OF MATERIALS OR CHANGE

OF PAINT COLOR. COMPLETED PAINTING SHALL NOT

IMPEDE THE INTENDED OPERATION OF ANY ITEM, SUCH AS

WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE

REPAIRED AS REQUIRED. PAINT TEXTURE, GLOSS AND

COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA

ON ONE SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF

TEXTURE, GLOSS AND COLOR CANNOT BE MATCHED, THE

ENTIRE SURFACE SHALL BE REPAINTED TO ENCLOSING

EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT

PAINT ITEMS THAT ARE SPECIFIED FACTORY-FINISHED OR

INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE

INDICATED, DO NOT PAINT SUCH ITEMS AS ACOUSTIC

MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND

EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL

EQUIPMENT, SWITCH AND OUTLET PLATES, THERMOSTATS,

LIGHTING FIXTURES, SWITCHGEAR, MOTORS,

DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR

SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO

PAINT AN ITEM OR SURFACE, FOLLOW PROCEDURES

LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI).

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE

INDICATED, DO NOT PAINT METAL SURFACES OF ANODIZED

ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE,

COPPER, BRASS, BRONZE AND SIMILAR FINISHED

MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED,

DO NOT PAINT SURFACES SUCH AS WALLS AND CEILINGS

IN CONCEALED AND GENERALLY INACCESSIBLE AREAS,

INCLUDING FURRED AREAS, UTILITY TUNNELS, PIPE

SPACES, CHASES AND DUCT SHAFTS. WATERPROOF SEAL

CONCRETE IN PIPE SPACE.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS

OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF

OPERATING UNITS SUCH AS VALVES, DAMPER

OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT

SENSING OR EMITTING DEVICES THAT MIGHT NOT

FUNCTION PROPERLY IF PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-

REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AND SEALED AT

COMPLETION OF WORK. NO EPOXY PAINT.

13. ALL INTERIOR SURFACES, WALLS, FRAMES, ETC.,

REQUIRED TO HAVE NEW FINISHES APPLIED, SHALL HAVE

ALL EXISTING AND CONTRACTOR CAUSED HOLES, CRACKS,

AND OTHER IMPERFECTIONS FILLED WITH APPROVED

PATCHING MATERIAL. PATCH TO BE FINISHED FLUSH WITH

ADJACENT SURFACE, WITH TEXTURE TO MATCH TEXTURE

OF ADJACENT SURFACE. SEE SPECIFICATIONS FOR

PATCHING REQUIREMENTS.

14. PAINT EXISTING MECHANICAL HEATING UNIT COVER AND

ACCESSORIES, INCLUDING ALL SUPPORT BRACKETS.

PAINT THE HEATING WATER PIPING THAT IS EXPOSED TO

VIEW BELOW THE UNIT. PAINT ALL WALL SURFACES THAT

ARE VISIBLE BEHIND HEATING UNIT WHEN COVER IS IN

PLACE.

15. THE CONTRACTOR SHALL FIELD VERIFY EXISTING PAINT

MATERIALS AND FINISHES. APPLY THE APPROPRIATE

SEPARATION COAT (PRIMER/BONDING COAT) BETWEEN ALL

NON-COMPATIBLE COATINGS (I.E. WHERE NEW WATER-

BORNE ACRYLIC IS TO BE INSTALLED OVER EXISTING OIL

BASE PAINT).

GENERAL PAINTING NOTES:

1. THE PRIMARY OBJECTIVE OF APPLYING SEALANT IS TO

FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR

BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR

WET\DAMP LOCATIONS. PROPER PRIMING MUST BE USED

WITH SEALANTS.

2. THE PRIMARY OBJECTIVE OF APPLYING CAULKING IS TO

ENHANCE APPEARANCE AND FINISH AT INTERIOR

APPLICATIONS AND IN SOME SITUATIONS TO REDUCE

AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE

EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER

PENETRATIONS (FIRE CAULKING) AND TO DECREASE

SOUND TRANSMISSION THROUGH WALLS AND CEILINGS.

OTHER USES MAY BE NOTED IN THE SPECIFICATIONS

AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS

ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING

SHOULD BE USED, FOLLOW PROCEDURES LISTED IN

SECTION 01 26 13 REQUESTS FOR INFORMATION (RFI).

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED)

SHALL BE USED AT HORIZONTAL AND VERTICAL CONCRETE

JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION

JOINT MATERIAL, AS REQUIRED, SHALL BE USED AT

MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF

SEALANT BETWEEN PERIMETER SOLE PLATES AND

FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR

THRESHOLDS IN SEALANT UNLESS NOTED OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND INTERIOR WALL MOUNTED EQUIPMENT FRAMES

AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS

BETWEEN DIFFERENT WALL MATERIALS (TILE TO BRICK,

CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL

TO P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL

GAPS OR 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS

THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND

CEILING PIPE PENETRATIONS. WHERE ESCUTCHEONS ARE

SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A

BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND

PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH

AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE

ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS,

LIGHTING, VENTS, ETC.

GENERAL SEALANT / CAULKING

NOTES:

PHASING NOTES:

PHASE 1: PERFORM ALL SCOPE OF WORK ASSOCIATED WITH "AREA F",

THE PHLEBOTOMY, BLOOD DRAW, CORE LAB, INFUSION CLINIC AND

ASSOCIATED SPACES. INCLUDE ALL ASSOCIATED WORK WITH AHU-2-N

BEING INSTALLED ON THE THIRD FLOOR MECHANICAL SPACE. PHASE 1

AND 2 MAY BE RUN CONCURRENTLY AT CONTRACTOR'S DISCRETION.

CONTRACTOR TO PROVIDE PROPOSED PHASING AND CONSTRUCTION

TIMELINE PLAN FOR REVIEW AND APPROVAL BY THE VA.

PHASE 2A: PERFORM ALL SCOPE OF WORK ASSOCIATED WITH THE

NEW PARKING AREAS FOR DEDUCTIVE ALTERNATE #1 (AREAS A AND C).

COORDINATE ANY REQUIRED SHUTDOWNS TO ADJACENT PARKING

AREAS WITH THE COR - PLAN WORK TO MINIMIZE AMOUNT OF

SHUTDOWNS DURING OPERATING HOURS.

PHASE 2B: PERFORM ALL SCOPE OF WORK ASSOCIATED WITH THE

NEW PARKING AREA FOR DEDUCTIVE ALTERNATE #2 (AREA B).

COORDINATE ANY REQUIRED SHUTDOWNS TO ADJACENT PARKING

AREAS WITH THE COR - PLAN WORK TO MINIMIZE AMOUNT OF

SHUTDOWNS DURING OPERATING HOURS.

GENERAL PHASING NOTES:

1. FOR NEW CONSTRUCTION IN PHASES 1:

A. REMOVE ONLY SMALL PORTIONS OF ROOFING TO INSTALL NEW

COLUMNS. INSTALL NEW BASE FLASHING TO MAKE ROOF

WATERTIGHT AGAIN.

B. CONSTRUCT ROOF AND EXTERIOR WALLS TO CREATE

WEATHER-TIGHT ENCLOSURE.

C. REMOVE EXISTING ROOFING ONLY AFTER SHELL OF SECOND

FLOOR IS WEATHER TIGHT.

D. ROUTING OF NEW UTILITIES THROUGH THE FIRST FLOOR

CEILING PLENUM SHALL BE A ROOM BY ROOM BASIS

COORDINATED WITH THE COR. THIS WORK CAN TAKE PLACE AT

NIGHT, GC MUST HAVE WORK AREA CLEAN, CEILING TILES

BACK IN PLACE, FOR THE NEXT DAY TO HAVE UNINTERRUPTED

OPERATION OF FACILITY SERVICES.

2. AT ALL TIMES MAINTAIN VEHICLE ACCESS TO PATIENT DROP-OFFS

AND AMBULANCE ENTRY POINTS. MAINTAIN PEDESTRIAN ACCESS AT

ALL EGRESS DOORS. MAINTAIN EXISTING EGRESS PATHS INSIDE AND

OUTSIDE THE BUILDING AT ALL TIMES.

3. FOR ANY WORK THAT WILL DISTURB OR DISPLACE EXISTING

OCCUPIED AND OPERATIONAL SPACES, ESCORTS WILL BE

REQUIRED - COORDINATE WITH COR MINIMUM 3 WEEKS IN ADVANCE.

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. REFER TO SPECIFICATION SECTION 09 06 00 FOR BASIS OF

DESIGN FOR PRODUCTS AND MATERIALS.

3. COMPLY WITH ALL APPLICABLE CODES, RULES, AND

REGULATIONS. WHEN REQUIRED BY CODE, ALL WORK MUST BE

INSPECTED AND APPROVED BY LOCAL AUTHORITIES.

4. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED

BY THE CONTRACTOR(S) PRIOR TO FABRICATION AND

CONSTRUCTION. IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED FOLLOW PROCEDURES LISTED IN

SECTION 01 26 13 REQUESTS FOR INFORMATION (RFI).

5. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL

AND ELECTRICAL DUCT SIZES AND LOCATIONS.

6. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE

USE OF A KEY OR SPECIAL KNOWLEDGE.

7. WALL OUTLETS, SWITCHES,THERMOSTATS, ETC. TO BE

INSTALLED LEVEL WITH EACH OTHER AND PLUMB.

8. THE WORK INDICATED IN THE NOTES DESCRIBES THE GENERAL

SCOPE OF WORK ONLY AND IS NOT INTENDED TO BE INCLUSIVE

OF ALL WORK REQUIRED TO COMPLETE FULL SCOPE OF WORK.

9. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE FIELD

VERIFIED. IF DIMENSIONAL INFORMATION IS REQUIRED & NOT

FOUND, FOLLOW PROCEDURES LISTED IN SECTION 01 26 13

REQUESTS FOR INFORMATION (RFI).

10. FIELD VERIFICATION: BEFORE BIDDING AND DURING

CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT ACTUAL

CONDITIONS ARE THOSE REFLECTED BY THE CONTRACT

DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT AND COR

PRIOR TO BIDDING OR PERFORMING WORK RELATED TO ANY

DISCREPANCIES. SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

11. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES, SYSTEMS,

SUBCONTRACT, OR MATERIAL CONFLICTS NOT BROUGHT TO

THE ARCHITECT'S AND COR'S ATTENTION PRIOR TO BIDDING,

THE CONTRACTOR WILL BE DEEMED TO HAVE ELECTED THE

MORE COSTLY TIME, METHOD, SYSTEM, PRODUCT,

SUBCONTRACT AND/OR MATERIAL.

12. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS

"NIC" IS NOT IN THE CONTRACT. HOWEVER, THE CONTRACTOR

SHALL COORDINATE ITS WORK, WITH WORK INDICATED AS NIC.

13. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH

COR, INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS

TO WORK, TIMING OF WORK, NOISY OPERATIONS,

INTERRUPTION OF UTILITIES. SEE SPECIFICATIONS.

14. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE THE

PLACEMENT OF EACH TRADE'S WORK SO THAT THERE ARE NO

CONFLICTS AND NO SYSTEM'S OPERATION OR FUNCTION

IMPAIRED. IT IS ESPECIALLY IMPORTANT TO COORDINATE

PENETRATIONS THROUGH FOUNDATIONS, FLOORS, WALLS AND

CEILING SPACES. SEE SPECIFICATIONS.

15. PROVIDE GALVANIC SEPARATION MATERIAL, BETWEEN

DISSIMILAR METALS. SEE SPECIFICATIONS.

16. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL

BE FIRE TREATED. SEE SPECIFICATIONS. ALL SURFACE

ATTACHED METAL SHALL BE SEPARATED FROM CONCRETE OR

MASONRY BY NON-METALLIC MATERIAL SUCH AS #30 FELT,

"PEEL AND STICK" OR OTHER MATERIAL AS APPROVED BY

ARCHITECT AND COR.

17. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL

EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING OR

ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR,

MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL

ELEVATION COORDINATION.

18. ANY CUTTING/WELDING WILL REQUIRE DAILY HOT WORK

PERMITS TO BE COORDINATED WITH COR. SUBMIT

CERTIFICATIONS AS REQUIRED BY THE SPECIFICATIONS.

GENERAL NOTES: GENERAL FIRE & LIFE SAFETY

NOTES:

FIRE ALARM

1. DESIGN SHALL BE AN APPROVED FIRE ALARM SYSTEM IN

ACCORDANCE WITH CLASS "a" PROTECTION OF NFPA 101

LIFE SAFETY CODE.

2. SUBMIT PER SECTION 01 33 23 SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES; AND SECTION 28 31 00 FIRE

DETECTION AND ALARM FOR APPROVAL PRIOR TO THE

INSTALLATION.

3. THE FIRE ALARM MAINTENANCE CONTRACTOR MUST

CERTIFY ALL PROGRAMMING DONE TO THE FIRE ALARM

SYSTEM. THE CONSTRUCTION CONTRACTOR MUST

EITHER HIRE THE CURRENT FIRE ALARM MAINTENANCE

CONTRACTOR (PANACEA FIRE & SECURITY) TO PERFORM

ALL FIRE ALARM PROGRAMMING WORK OR IF THE

PROGRAMMING IS COMPLETED BY ANOTHER FIRE ALARM

CONTRACTOR, THE CONSTRUCTION CONTRACTOR MUST

HIRE THE CURRENT FIRE ALARM MAINTENANCE

CONTRACTOR TO FULLY INSPECT, TEST, AND CERTIFY THE

PROGRAMMING WORK DONE BY ANOTHER CONTRACTOR.

4. WHENEVER FIRE ALARM WORK TAKES PLACE IN AN AREA

THAT IS BEING REMODELED, AT THE CONCLUSION OF THE

WORK, THE FIRE ALARM CONTRACTOR IS TO TEST ALL

FIRE ALARM DEVICES WITHIN THE AREA OF THE REMODEL

AREA WHETHER OR NOT THEY WERE MODIFIED AS PART

OF THE PROJECT.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE

WITH TEMPORARY PORTABLE FIRE EXTINGUISHERS AND

SHALL MAINTAIN THEM DURING THE COURSE OF

CONSTRUCTION. EACH EXTINGUISHER SHALL BE 10 lb.

CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C

FIRES. ALL EXTINGUISHERS SHALL BE U.L. LABELED AND

SHALL BE DRY CHEMICAL TYPE.

EXIT & EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING

TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT

REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR

INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY;

CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A

SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE

WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY

LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE

POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE

DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2"

BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH

THE LOCAL AND CURRENT NEC GUIDELINES.

FIRE SPRINKLER SYSTEM

1. EXISTING FIRE SPRIKLER MAIN PIPES AND BRANCH LINES

TO BE RETAINED AND REUSED. CONTRACTOR TO VERIFY

THE EXACT SIZE AND LOCATION IN FIELD.

2. ALL NEW SPRINKLER HEADS, HANGERS AND RESTRAINTS

TO BE INSTALLED IN ACCORDANCE WITH 2019 NFPA 13.

3. ALL NEW PIPING FOR SPRINKLER HEADS SHALL BE HARD

PIPED, NO FLEXIBLE CONNECTIONS ARE PERMISSIBLE.

4. WHENEVER EXISTING FIRE SPRINKLER PIPING IS

REMOVED, THE FIRE SPRINKLER CONTRACTOR IS TO

ANALYZE THE PIPING FOR OBSTRUCTIONS AND PROVIDE

WRITTEN OBSTRUCTION DOCUMENTATION IN

ACCORDANCE WITH NFPA REQUIREMENTS TO THE VA.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED. SEE SECTION 07 84 00 FIRE

STOPPING.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE

OR FLAME-PROOFED IN AN APPROVED MANNER.

2. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS

LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF

NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF

NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE

INSTALLATION, INCLUDING INSULATION, FACING

MATERIALS, TAPES AND ADHESIVES NORMALLY APPLIED.

3. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-

CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS

SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25

AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED

IN ACCORDANCE WITH ASTM E 84.

4. HAND-ACTIVATED, DOOR-OPENING HARDWARE SHALL BE

CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR.

LATCHING AND LOCKING DOORS THAT ARE HAND-

ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL

BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE

HARDWARE, PANIC BARS, PUSH-PULL PASSAGE WITHOUT

REQUIRING THE ABILITY TO GRASP THE OPENING

HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS

ABOVE IN EGRESS DIRECTION. DOOR CLOSERS (EXCEPT

FIRE DOORS) SHALL HAVE SWEEP PERIOD SO THAT FROM

AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE

AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE

LATCH, MEASURED FROM THE LEADING EDGE OF THE

DOOR.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT

EXCEED:

A. INTERIOR DOORS - 5 lbs.

B. EXTERIOR DOORS - 8.5 lbs.

C. FIRE DOORS - 15 lbs.

6. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR

PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A

UL APPROVED METHOD AND MATERIAL.

FIRE & SMOKE DAMPERS

1. PROVIDE FIRE & SMOKE DAMPERS WHERE REQUIRED FOR

NEW WORK.

2. THE BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM.

THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER AND

FIRE ALARM SYSTEM.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO

COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES

AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE

ARCHITECT AND COR FOR ADDITIONAL INFORMATION. IF

DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND,

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13

REQUESTS FOR INFORMATION (RFI). IF DISCREPANCIES

ARE DISCOVERED AFTER THE BIDFOLLOW PROCEDURES

LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI) PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL

AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED

BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND

SHOP DRAWINGS CONTRACTOR SHALL VERIFY

DIMENSIONS AND RECOMMEND DIMENSIONAL

MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR

PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS,

SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR

ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON

STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES

MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED

TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X

4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT

NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT

ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT

BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE.

(FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE

SHOWN IN THE 16THS OF AN INCH, BUT STANDARD

MASONRY CONSTRUCTION TOLERANCES MAY BE +/- 1/4").

6. FLOOR PLAN DIMENSIONS

A. THE LOWEST FLOOR OVERALL BUILDING

DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE

FOUNDATION WALL TO THE OPPOSITE OUTSIDE

FACE OF THE FOUNDATION WALL (OR, FROM

OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS

SHOWN.

B. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE

TO ONE FACE OF FINISH, UNLESS NOTED

OTHERWISE.

C. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL

(UNLESS NOTED AS "NOM").

D. DOOR OPENING DIMENSIONS IN FRAME

CONSTRUCTION (WOOD OR STEEL STUDS) ARE

TYPICALLY SHOWN AT THEIR CENTERLINES.

HOWEVER, WHEN THE EDGE OF THE DOOR IS

IMPORTANT, OR MAKES THE PLACEMENT CLEARER,

THE DIMENSION MAY BE TO THE ACTUAL FRAME

EDGE.

E. DOOR DIMENSIONS IN LOAD-BEARING MASONRY

AND CONCRETE WALLS ARE TO "ROUGH"

OPENINGS (FACES OF MASONRY OR CONCRETE).

TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE

THE FRAME WIDTH PLUS 1/2" (1/4" CLEARANCE

EACH SIDE) AND PLUS 1/2" TOTAL FOR THE

HEAD/SILL DIMENSIONS.

F. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS

TO ADJACENT WALLS: BETWEEN FRAME FACES

AND FACES OF STUDS, OR FACES OF MASONRY OR

CONCRETE, AT NEARBY PERPENDICULAR WALLS

ARE TYPICALLY 4", DEPENDING ON HARDWARE

CLEARANCES AND FRAME REQUIREMENTS (2.5"-

DOOR HANDLE PLUS 1" -WALL STOP PLUS 1/2" GB=

4.0")

G. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH

AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR

PREFABRICATED STAIR ENCLOSURES, ARE NOTED

"CLR" OR "CLEAR" AND ARE SHOWN TO THE FACES

OF FINISHES.

H. DIMENSIONS DESIGNATED WITH "MIN" INDICATE

THE MINIMUM CLEARANCE OR SEPARATION

REQUIRED.

7. ROOF PLAN DIMENSIONS

A. UN-DIMENSIONED LOCATIONS OF ROOFTOP

EQUIPMENT AND CONSTRUCTION OFTEN MAY BE

DETERMINED BY THE FLOOR PLAN BELOW, SUCH

AS ROOF HATCH DETERMINED BY REFERENCE TO A

FIXED WALL AND LADDER, OR MECHANICAL

EQUIPMENT DETERMINED BY DUCT PENETRATIONS

BETWEEN JOISTS.

B. UN-DIMENSIONED ITEMS SUCH AS EQUIPMENT

RAILS, HVAC EQUIPMENT, SCREEN WALLS,

ANTENNAS, WALK PADS, LADDERS, SCUPPER

LOCATIONS, ETC., MAY BE LOCATED FROM

MECHANICAL AND ELECTRICAL DRAWINGS OR

LOCATED BY SCALING. CONFIRM ALL ROOF ITEM

DIMENSIONS WITH THE ARCHITECT AND COR PRIOR

TO CONSTRUCTION.

8. VERTICAL DIMENSIONS

A. UNLESS NOTED OTHERWISE, THE FIRST FLOOR

REFERENCE ELEVATION IS 32'-6". THIS IS

REFERENCED TO A GROUND ELEVATION ABOVE

MEAN SEA LEVEL (MSL), AS SHOWN IN CIVIL OR

STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0'-0"

ARE "-" (PREFIXED WITH A MINUS SIGN).

B. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON

ARCHITECTURAL DRAWINGS ARE TO TOP OF

DECKING OR SHEATHING, BUT DO NOT INCLUDE

FINISHES OR ROOFING MATERIAL.

C. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE

TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-

BEARING MASONRY OR CONCRETE WALLS, WHERE

THEY ARE TO ROUGH OPENINGS). HEIGHT

REFERENCES SHOULD BE TO THE NEXT LOWER

FINISH FLOOR ELEVATION

D. LIGHTING HEIGHTS ON WALLS ARE TO

CENTERLINES OF THE ELECTRICAL BOXES, UNO.

EQUIPMENT, VENT, PLUMBING AND FIXTURE

ELEVATIONS ARE TO CENTERLINES OF THE WALL

PENETRATIONS, UNO.

E. SOME VERTICAL DIMENSIONS ARE SHOWN ON

PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND

ELEVATION CHANGES. A PLAN ELEVATION CHANGE

SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND

INDICATES THE + OR - ELEVATION CHANGE IN

INCHES FROM THE FINISHED FLOOR ELEVATION

(FFE) NEXT TO IT.

GENERAL DIMENSIONING

NOTES:

1. HALF-TONED OR LIGHT LINES INDICATE EXISTING

CONSTRUCTION TO REMAIN. DASHED BOLD LINES INDICATE

EXTENT OF DEMOLITION.

2. TEMPORARY BRACING OR SHORING MAY BE NECESSARY,

AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES

TO MEET APPROVAL OF CODE AGENCIES. COORDINATE

DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR

SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE

COR RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS

FOR SALVAGE. THESE ITEMS SHALL BE IDENTIFIED DURING

THE PRE-CONSTRUCTION WALK THROUGH.

4. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS,

VOIDS OR PENETRATIONS LEFT BY THE INSTALLATION OR

CONSTRUCTION OF EQUIPMENT, PIPING, DUCTS, ETC. TO

MAINTAIN THE INTEGRITY OF THE WALL, FLOOR, AND/OR

ROOF ASSEMBLY.

5. THE ACCESSIBLE PARKING AREA AND PUBLIC RIGHT-OF-

WAY OF THE PROJECT SITE WILL BE IMPACTED BY

CONSTRUCTION ACTIVITIES. TEMPORARY BARRICADES

PERTAINING TO THE CONTRACTOR'S ACTIVITIES SHALL BE

INSTALLED TO PREVENT POSSIBLE INJURY IN AND AROUND

DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE

WITH THE LATEST OSHA REQUIREMENTS. COORDINATE

CONTRACTOR STAGING AREA AND PUBLIC ACCESS WITH

COR PRIOR TO CONSTRUCTION. PROTECT SIGNAGE WITHIN

PROJECT AREA.

6. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND

DEMOLITION FOR RELATED DEMOLITION WORK.

7. SEE DRAWINGS FOR ADDITIONAL PROJECT RELATED

UTILITY & DEMOLITION WORK AND PROJECT PHASING

NOTES. COORDINATE UTILITY SYSTEM SHUTDOWNS WITH

COR.

GENERAL DEMOLITION AND

PHASING NOTES:

THIRD-PARTY INSPECTIONS

INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS,

TESTING AND WRITTEN REPORTS FOR ALL DIVISIONS ARE

REQUIRED AND PAID FOR BY THE GENERAL CONTRACTOR.

CONTRACTOR SHALL EMPLOY THIRD PARTY INSPECTION

CONSULTANTS 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 VA/AE AS REQUIRED BY THE

CONTRACT. ALL INSPECTIONS, TESTING, CERTIFICATIONS, AND

PERMITS ARE TO BE PAIR 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 CONTRACTOR. THIRD PARTY

INSPECTION SERVICES MUST BE SUBMITTED FOR

ACCEPTANCE BY THE VA AFTER AWARD. SUBMISSION TO

INCLUDE RESUMES OF INSPECTORS, WITH ALTERNATES,

PROJECTED DAYS ON SITE, QUALIFICATIONS OF INSPECTORS

SHOWING SIMILAR PROJECTS, RELATED PORTFOLIO, AND

DESCRIPTION OF COMMUNICATION PROTOCOL WITH THE

OWNER. MINIMUM QUALIFICATIONS FOR EACH DIVISION'S

INSPECTOR ARE IDENTIFIED IN SPECIFICATION SECTION 01 45

00. THIRD-PARTY INSPECTIONS ARE IN ADDITION TO, AND

INDEPENDENT OF, THE GENERAL CONTRACTOR'S PRIMARY

QUALITY CONTROL MANAGER AND ASSOCIATED PROTOCOL

OR GOVERNMENT / AE CONSTRUCTION PERIOD SERVICES.

4 4

D1

D2D1

GI100

F2

GI100

E2

PHASE 1

(AREA F)

PHASE 2B

PHASE 2APHASE 2A

D3

D4

SITE SYMBOL LEGEND

GENERAL SHEET NOTES

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. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE

RATED WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA.

PROVIDE ALL PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT

WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY

MEANS OF U.L. APPROVED FIRE PROOF CAULKING MATERIAL. SEE

MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT

PIPING WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND

SHALL PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO

MAINTAIN REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

D. 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. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT

AND RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED

EXTERIOR PIPE PENETRATIONS AND SEAL COMPLETELY.

I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING

SUBFLOORING.

J. 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.

AREA OF ADDITION

DEDUCTIVE ALTERNATE

FOUNDATION DRAIN - SEE CIVIL

5' -0

4'-0"

TEMP

AHU-10

6'-0"

2A

11A

6' -0

"12

21'-0" 14'-0"

'-1

3/

4" 5'

-1

/4

11B

(E)CWR

(E )C

W R

(E )C

W S

18 18

19 19

22'-9" 6'-0"

3"

5'-3 1/4" 11'-10 3/4"

GI100

F1

1'-6"6"10"6"

6" 6"

1'-0"

5'-0"

45°

NO DIG AREA

/4

/4

/4 "1

10" 19'-4" 10"

21'-0"

1'-0" 8'-0"

/4

Project Number

Building Number

Drawing Number

Project Title

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