Front Entrance FORCE DWGS 2 11 2021 epg use this.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR CONSTRUCTION

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Consultant:

Robertson Strong Apgar Architects, P.C.

RENOVATION OF THE FRONT

ENTRANCE FOR PHYSICAL

SECURITY

1054 James Street Syracuse, NY 13203

(315) 472-7761

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334 Syracuse, NY

528A7-18-717

07/31/20

EWM SRBMark Revision: Date:

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T-001-A

TITLE SHEET

SYRACUSE VAMC

DRAWING INDEX

RENOVATION OF THE FRONT ENTRANCE

FOR PHYSICAL SECURITY

DEPARTMENT OF VETERANS AFFAIRS

PROJECT NO. 528A7-18-717

BUILDING #01

SYRACUSE, NY

800 IRVING AVE 13210

SCALE: NONE

SITE PLAN

DISCIPLINE/

SHEET NO. DESCRIPTION

T-001 TITLE SHEET

G-001 GENERAL NOTES

A-100 PARTIAL FIRST FLOOR PLAN

A-105 FLOOR FINISH PLAN

A-120 EXTERIOR ELEVATIONS AND VIEWS

A-130 BUILDING SECTIONS

A-140 REFLECTED CEILING PLAN

SCALE: NONE

SITE LOCATION

LEGEND

VA PARKING

AMBULANCE ENTRANCE

LOT 4

BUILDING 16

BUILDING 1

MAIN MEDICAL

CENTER

FACILITY

VA PARKING

GARAGE

BUILDING 19

LOT 5

LOT 6

LOT 1

VA PARKING

GARAGE

ENTRANCE

VA FRONT

ENTRANCE

BUILDING 2

PEDESTRIAN BRIDGE

LOADING DOCK

AMBULANCE ENTRANCE

ED ENTRANCE

IRVING AVE

VA

N

BU

R

EN

S

T.

STADIUM PLACE

U N

IV

ER

SI

TY

P

LA

C E

CAMPUS BUILDING

C-001 CIVIL SYMBOLS AND ABBREVIATIONS

AD100 DEMOLITION PLAN

A-110 PARTIAL ROOF PLAN AND DETAILS

DIVISION 01 GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

01 35 26 SAFETY REQUIREMENTS

01 42 19 REFERENCE STANDARDS

01 45 29 TESTING LABORATORY SERVICES

01 45 35 SPECIAL INSPECTIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 16 TEMPORARY INTERIOR SIGNAGE

01 74 19 CONSTRUCTION WASTE MANAGEMENT

01 81 13 SUSTAINABLE CONSTRUCTION REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 21 13 SITE SURVEYS

02 41 00 DEMOLITION

02 82 11 TRADITIONAL ASBESTOS ABATEMENT

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 05 13 MASONRY MORTAT

04 05 16 MASONRY GROUTING

04 20 00 UNIT MASONRY

04 72 00 CAST STONE MASONRY

04 05 13 MASONRY MORTARING

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 36 00 COMPOSITE METAL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 63 CEMENTITIOUS SHEATHING

06 20 00 FINISH CARPENTRY

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 21 13 THERMAL INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 ALUMINUM COMPOSITE MATERIAL PANELS

07 53 23 ETHYLENE-PROPYLENE DIENE-MONOMER ROOFING

07 60 00 GRAVEL STOP AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 13 EXPANSION JOINT COVER ASSEMBLIES

DIVISION 08 OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 00 INTERIOR WOOD DOORS

08 34 53 SECURITY DOORS AND FRAMES

08 35 13.23 ACCPORDIAN FOLDING FIRE DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WIDOWS

08 63 00 METAL FRAMED SKYLIGHTS

08 71 00 DOOR HARDWARE

08 71 13 AUTOMATIC DOOR OPERATORS

08 80 00 GLAZING

08 87 00 SECURITY GLASS FILM

LIST OF SPECS

DIVISION 09 – FINISHES

09 05 16 SUBSURFACE PREPARATION FOR FLOOR FINISHES

09 06 00 SCHEDULE FOR FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC/PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 54 23 LINEAR METAL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 19 RESILIENT TILE FLOORING

09 66 16 TERRAZZO FLOOR TILE

09 72 16 VINYL WALL COVERINGS

09 91 00 PAINTING

DIVISION 10 – SPECIALTIES

10 26 00 WALL AND DOOR PROTECTION

DIVISION 12 - FURNISHINGS

12 24 00 WINDOW SHADES

12 32 00 MANUFACTURED WOOD CASEWORK

12 36 00 COUNTERTOPS

DIVISION 21- FIRE SUPPRESSION

21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING

22 05 11 COMMON WORK RESULTS FOR PLUMBING

22 07 11 PLUMBING INSULATION

22 13 00 FACILITY SANITARY AND VENT PIPING

22 14 00 FACILITY STORM DRAINAGE

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 11 COMMON WORK RESULTS FOR HVAC

23 05 12 GENERAL MOTOR REQUIREMENTS FOR HVAC AND STEAM GENERATION

23 05 41 NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 11 HVAC AND BOILER PLANT INSULATION

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

23 21 13 HYDRONIC PIPING

23 23 00 REFRIGERANT PIPING

23 31 00 HVAC DUCTS AND CASINGS

23 81 43 AIR-SOURCE UNITARY HEAT PUMPS

23 82 16 AIR COILS

DIVISION 26 – ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 09 23 LIGHTING CONTROLS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND

SECURITY

28 13 00 PHYSICAL ACCESS CONTROL SYSTEMS

28 23 00 VIDEO SURVEILLANCE

28 31 00 FIRE DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 20 11 EARTHWORK (SHORT FORM)

31 23 00 BACKFILL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 90 00 PLANTING

DIVISION 33 - UTILITIES

33 40 00 STORM SEWER UTILITIES

33 46 13 FOUNDATION DRAINAGE

DIVISION 34 – TRANSPORTATION

34 71 13 PASSIVE VEHICLE BARRIERS

A-101 PLAN & MISCELLANEOUS DETAILS

A-121 EXTERIOR ELEVATIONS

A-131 BUILDING SECTIONS AND DETAILS

C-101 SITE PLAN

A-001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

G-102 PHASING PLAN

G-103 PHASING PLAN

A-150 INTERIOR ELEVATIONS AND VIEWS

A-180 WINDOW AND DOOR DETAILS

A-151 INTERIOR ELEVATIONS AND VIEWS

C-102 GRADING, UTILITY AND LANDSCAPING PLAN

DISCIPLINE/

SHEET NO. DESCRIPTION

S-400 STRUCTURAL FRAMING ELEVATIONS

S-501 STRUCTURAL FOUNDATION DETAILS

MD101 MECHANICAL DEMOLITION PLAN

M-101 MECHANICAL PLAN

E-102 ELECTRICAL POWER PLAN

E-103 ELECTRICAL EQUIPMENT PLAN

LIGHTING PLAN

SECURITY PLAN

EL101

ES101

FIRE PROTECTION DEMOLITION PLANFD101

ELECTRICAL SYMBOLS AND ABBREVIATIONSE-001

MECHANICAL SYMBOLS AND ABBREVIATIONSM-001

S-601 STRUCTURAL FRAMNG DETAILS

ED101 ELECTRICAL PANEL DEMOLITION PLAN

E-101 ELECTRICAL PANEL PLAN

M-501 MECHANICAL SCHEDULES AND DETAILS

ED102 ELECTRICAL POWER DEMOLITION PLAN

ED103 LIGHTING DEMOLITION PLAN

ELECTRICAL SCHEDULES AND DETAILSE-501

S-011 STRUCTURAL TYPICAL DETAILS

SD101 STRUCTURAL DEMOLITION PLAN

S-100 STRUCTURAL ENLARGED FOUNDATION PLAN

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES CONTINUED

S-010 STRUCTURAL TYPICAL DETAILS

S-110 STRUCTURAL ENLARGED ROOF FRAMING PLAN

G-101 DEFINED CONSTRUCTION AREA PLAN

FIRE PROTECTION PLANFP101

FIRE ALARM PLANFA101

LS101 LIFE SAFETY PLAN

PLUMBING SYMBOLS AND ABBREVIATIONSP-001

STORMWATER PIPINGP-101

CD101 SITE DEMOLITION PLAN

A-141 REFLECTED CEILING PLAN AND DETAILS

S-012 STRUCTURAL TYPICAL DETAILS

S-602 STRUCTURAL FRAMNG DETAILS

C-501 SITE DETAILS

REVISED DRAWINGS VA COR EPG 2/21

T-001-A TITLE SHEET AMENDMENT

G-101-A DEFINED CONSTRUCTION AREA PLAN

G-102-A PHASING PLAN

G-103-A PHASING PLAN

CD101-A SITE DEMOLITION PLAN

AD100-A DEMOLITION PLAN

A-100-A PARTIAL FIRST FLOOR PLAN

A-105-A FLOOR FINISH PLAN

A-120-A EXTERIOR ELEVATIONS AND VIEWS

A-130-A BUILDING SECTIONS

SECURITY PLANES101-A

C-101-A SITE PLAN

C-102-A GRADING, UTILITY AND LANDSCAPING PLAN

A

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR CONSTRUCTION

FULLY SPRINKLEREDU.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Consultant:

Robertson Strong Apgar Architects, P.C.

RENOVATION OF THE FRONT

ENTRANCE FOR PHYSICAL

SECURITY

1054 James Street Syracuse, NY 13203

(315) 472-7761

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334 Syracuse, NY

528A7-18-717

07/31/20

EWM SRB

C :\U se rs

\S co tt Be em an

\D oc um en ts \W at so n Fr on t E nt ra nc e

R em od el

_s co ttZ G

X8 A.

rv t

8/ 7/

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3:

P M

T-001

TITLE SHEET

SYRACUSE VAMC

DRAWING INDEX

RENOVATION OF THE FRONT ENTRANCE

FOR PHYSICAL SECURITY

DEPARTMENT OF VETERANS AFFAIRS

PROJECT NO. 528A7-18-717

BUILDING #01

SYRACUSE, NY

800 IRVING AVE 13210

SCALE: NONE

SITE PLAN

DISCIPLINE/

SHEET NO. DESCRIPTION

T-001 TITLE SHEET

G-001 GENERAL NOTES

A-100 PARTIAL FIRST FLOOR PLAN

A-105 FLOOR FINISH PLAN

A-120 EXTERIOR ELEVATIONS AND VIEWS

A-130 BUILDING SECTIONS

A-140 REFLECTED CEILING PLAN

SCALE: NONE

SITE LOCATION

LEGEND

VA PARKING

AMBULANCE ENTRANCE

LOT 4

BUILDING 16

BUILDING 1

MAIN MEDICAL

CENTER

FACILITY

VA PARKING

GARAGE

BUILDING 19

LOT 5

LOT 6

LOT 1

VA PARKING

GARAGE

ENTRANCE

VA FRONT

ENTRANCE

BUILDING 2

PEDESTRIAN BRIDGE

LOADING DOCK

AMBULANCE ENTRANCE

ED ENTRANCE

IRVING AVE

VA

N

BU

R

EN

S

T.

STADIUM PLACE

U N

IV

ER

SI

TY

P

LA

C E

CAMPUS BUILDING

C-001 CIVIL SYMBOLS AND ABBREVIATIONS

AD100 DEMOLITION PLAN

A-110 PARTIAL ROOF PLAN AND DETAILS

DIVISION 01 GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

01 35 26 SAFETY REQUIREMENTS

01 42 19 REFERENCE STANDARDS

01 45 29 TESTING LABORATORY SERVICES

01 45 35 SPECIAL INSPECTIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 16 TEMPORARY INTERIOR SIGNAGE

01 74 19 CONSTRUCTION WASTE MANAGEMENT

01 81 13 SUSTAINABLE CONSTRUCTION REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 21 13 SITE SURVEYS

02 41 00 DEMOLITION

02 82 11 TRADITIONAL ASBESTOS ABATEMENT

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 05 13 MASONRY MORTAT

04 05 16 MASONRY GROUTING

04 20 00 UNIT MASONRY

04 72 00 CAST STONE MASONRY

04 05 13 MASONRY MORTARING

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 36 00 COMPOSITE METAL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 63 CEMENTITIOUS SHEATHING

06 20 00 FINISH CARPENTRY

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 21 13 THERMAL INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 ALUMINUM COMPOSITE MATERIAL PANELS

07 53 23 ETHYLENE-PROPYLENE DIENE-MONOMER ROOFING

07 60 00 GRAVEL STOP AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 13 EXPANSION JOINT COVER ASSEMBLIES

DIVISION 08 OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 00 INTERIOR WOOD DOORS

08 34 53 SECURITY DOORS AND FRAMES

08 35 13.23 ACCPORDIAN FOLDING FIRE DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WIDOWS

08 63 00 METAL FRAMED SKYLIGHTS

08 71 00 DOOR HARDWARE

08 71 13 AUTOMATIC DOOR OPERATORS

08 80 00 GLAZING

08 87 00 SECURITY GLASS FILM

LIST OF SPECS

DIVISION 09 – FINISHES

09 05 16 SUBSURFACE PREPARATION FOR FLOOR FINISHES

09 06 00 SCHEDULE FOR FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC/PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 54 23 LINEAR METAL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 19 RESILIENT TILE FLOORING

09 66 16 TERRAZZO FLOOR TILE

09 72 16 VINYL WALL COVERINGS

09 91 00 PAINTING

DIVISION 10 – SPECIALTIES

10 26 00 WALL AND DOOR PROTECTION

DIVISION 12 - FURNISHINGS

12 24 00 WINDOW SHADES

12 32 00 MANUFACTURED WOOD CASEWORK

12 36 00 COUNTERTOPS

DIVISION 21- FIRE SUPPRESSION

21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING

22 05 11 COMMON WORK RESULTS FOR PLUMBING

22 07 11 PLUMBING INSULATION

22 13 00 FACILITY SANITARY AND VENT PIPING

22 14 00 FACILITY STORM DRAINAGE

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 11 COMMON WORK RESULTS FOR HVAC

23 05 12 GENERAL MOTOR REQUIREMENTS FOR HVAC AND STEAM GENERATION

23 05 41 NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 11 HVAC AND BOILER PLANT INSULATION

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

23 21 13 HYDRONIC PIPING

23 23 00 REFRIGERANT PIPING

23 31 00 HVAC DUCTS AND CASINGS

23 81 43 AIR-SOURCE UNITARY HEAT PUMPS

23 82 16 AIR COILS

DIVISION 26 – ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 09 23 LIGHTING CONTROLS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND

SECURITY

28 13 00 PHYSICAL ACCESS CONTROL SYSTEMS

28 23 00 VIDEO SURVEILLANCE

28 31 00 FIRE DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 20 11 EARTHWORK (SHORT FORM)

31 23 00 BACKFILL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 90 00 PLANTING

DIVISION 33 - UTILITIES

33 40 00 STORM SEWER UTILITIES

33 46 13 FOUNDATION DRAINAGE

DIVISION 34 – TRANSPORTATION

34 71 13 PASSIVE VEHICLE BARRIERS

A-101 PLAN & MISCELLANEOUS DETAILS

A-121 EXTERIOR ELEVATIONS

A-131 BUILDING SECTIONS AND DETAILS

C-101 SITE PLAN

A-001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

G-102 PHASING PLAN

G-103 PHASING PLAN

A-150 INTERIOR ELEVATIONS AND VIEWS

A-180 WINDOW AND DOOR DETAILS

A-151 INTERIOR ELEVATIONS AND VIEWS

C-102 GRADING, UTILITY AND LANDSCAPING PLAN

DISCIPLINE/

SHEET NO. DESCRIPTION

S-400 STRUCTURAL FRAMING ELEVATIONS

S-501 STRUCTURAL FOUNDATION DETAILS

MD101 MECHANICAL DEMOLITION PLAN

M-101 MECHANICAL PLAN

E-102 ELECTRICAL POWER PLAN

E-103 ELECTRICAL EQUIPMENT PLAN

LIGHTING PLAN

SECURITY PLAN

EL101

ES101

FIRE PROTECTION DEMOLITION PLANFD101

ELECTRICAL SYMBOLS AND ABBREVIATIONSE-001

MECHANICAL SYMBOLS AND ABBREVIATIONSM-001

S-601 STRUCTURAL FRAMNG DETAILS

ED101 ELECTRICAL PANEL DEMOLITION PLAN

E-101 ELECTRICAL PANEL PLAN

M-501 MECHANICAL SCHEDULES AND DETAILS

ED102 ELECTRICAL POWER DEMOLITION PLAN

ED103 LIGHTING DEMOLITION PLAN

ELECTRICAL SCHEDULES AND DETAILSE-501

S-011 STRUCTURAL TYPICAL DETAILS

SD101 STRUCTURAL DEMOLITION PLAN

S-100 STRUCTURAL ENLARGED FOUNDATION PLAN

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES CONTINUED

S-010 STRUCTURAL TYPICAL DETAILS

S-110 STRUCTURAL ENLARGED ROOF FRAMING PLAN

G-101 DEFINED CONSTRUCTION AREA PLAN

FIRE PROTECTION PLANFP101

FIRE ALARM PLANFA101

LS101 LIFE SAFETY PLAN

PLUMBING SYMBOLS AND ABBREVIATIONSP-001

STORMWATER PIPINGP-101

CD101 SITE DEMOLITION PLAN

A-141 REFLECTED CEILING PLAN AND DETAILS

S-012 STRUCTURAL TYPICAL DETAILS

S-602 STRUCTURAL FRAMNG DETAILS

C-501 SITE DETAILS

Mark Revisions: Date:

07/31/2020

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR CONSTRUCTION

FULLY SPRINKLEREDU.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Consultant:

Robertson Strong Apgar Architects, P.C.

RENOVATION OF THE FRONT

ENTRANCE FOR PHYSICAL

SECURITY

1054 James Street Syracuse, NY 13203

(315) 472-7761

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334 Syracuse, NY

528A7-18-717

07/31/20

EWM SRB

C :\U se rs

\S co tt Be em an

\D oc um en ts \W at so n Fr on t E nt ra nc e

R em od el

_s co ttZ G

X8 A.

rv t

8/ 7/

:0

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P M

G-001

GENERAL NOTES & SYMBOLS

1. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOW IS NEW AND SHALL BE

FURNISHED AND INSTALLED BY THE CONTRACTOR.

2. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR AS POSSIBLE.

ALL WORK SHALL BE COORDINATED WITH THE CONTRACTING OFFICER’S REPRESENTATIVE AND IS SUBJECT TO HIS

CONTINUOUS APPROVAL.

3. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL. IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE PROPOSED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE CONTRACTING OFFICER’S REPRESENTATIVE.

4. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE CONTRACTING OFFICER’S REPRESENTATIVE SHALL SURVEY THE EXISTING CEILINGS TO BE REMOVED AND REPLACED FOR THEIR EXISTING CONDITION. THIS SURVEY WILL BE USED BY THE CONTRACTING OFFICER’S REPRESENTATIVE AT JOB COMPLETION TO DETERMINE WHICH RE-INSTALLED CEILING COMPONENTS MUST BE REPLACED WITH NEW.

5. REQUEST APPROVAL FROM THE CONTRACTING OFFICER’S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE

SHUTDOWN OF ANY EXISTING SYSTEM.

6. FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO

THE PROPOSED SHUTDOWN OF ANY SYSTEM.

7. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE

CONSTRUCTION PERIOD. REFER TO SPECIFICATION DIVISION 1, “GENERAL REQUIREMENTS."

8. THE GENERAL NOTES ON THIS SHEET APPLY TO ALL THE DRAWING DISCIPLINES.

9. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS MADE TO SHOW

EVERY OFFSET, FITTING, BEAM, PIPE SUPPORT, ETC. CHANGES REQUIRED TO FIT EQUIPMENT, PIPING, AND DUCTWORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ANY MAJOR DISCREPANCIES SHALL BE

CLARIFIED PRIOR TO SUBMITTAL OF BID.

10. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS.

11. DO NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION UNTIL THE SUBMITTALS AND SHOP

DRAWINGS HAVE BEEN APPROVED. ANY WORK CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF SUBMITTALS AND SHOP DRAWINGS SHALL BE AT THE CONTRACTOR’S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE CONTRACTOR’S EXPENSE AT THE REQUEST OF THE CONTRACTING OFFICER’S REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

12. DO NOT PENETRATE OR CUT ANY STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN ON THE DRAWINGS (E.G., JOISTS, BEAMS, ETC.). IF STRUCTURAL MEMBERS CONFLICT WITH ROUTING, CONTACT THE CONTRACTING OFFICER’S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND UNDER CONCRETE SURFACES.

13. THE CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS, FLOOR, AND ROOF, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION AND INSTALLATION OF THE NEW BUILDING COMPONENTS, INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, AND GENERAL CONTRACTOR’S ITEMS. ALL NECESSARY FRAMING, COUNTER-

FLASHING, ETC. SHALL BE INCLUDED.

14. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE (E) STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC. AS

APPROPRIATE. REVIEW THE STRUCTURAL DRAWINGS IN THE ENGINEERING OFFICE.

15. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT OR BENEFICIAL TO THE OWNER AS DETERMINED BY THE CONTRACTING OFFICER’S REPRESENTATIVE SHALL BE UTILIZED OR INSTALLED. NO RELIEF OR EXTRA PAYMENT SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THE INTERPRETATION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

16. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT. ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE UNIFORM BUILDING MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE CODES, NATIONAL ELECTRICAL CODE, UNDERWRITER’S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC., NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, BASIC ELECTRICAL REGULATIONS, AND CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE CONTRACTING

OFFICER’S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION.

17. ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY. THE CONTRACTING OFFICER’S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT FOR THE GOVERNMENT, IN WHICH CASE IT SHALL BE DELIVERED TO THE LOCATION DESIGNATED BY THE CONTRACTING

OFFICER’S REPRESENTATIVE.

18. FOR EACH PHASE AND BEFORE INTERRUPTING EACH (E) UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE, WILL BE INTERRUPTED AND PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA. DETERMINE ALL SUCH TEMPORARY SERVICES PRIOR TO SUBMITTING BID. THERE WILL BE NO FUTURE CONSIDERATION TO THE CONTRACTOR FOR ANY TEMPORARY SERVICES REQUIRED. PREPARE A DETAILED SHOP DRAWING SHOWING ALL OF THE EXISTING UTILITIES IN THEIR RELOCATED

LOCATION AND ALL THE NEW HVAC SYSTEMS.

19. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING “HOT WORK” IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD “HOT WORK”.

ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A DISTANCE 50 FEET BEYOND THE POINT DIRECTLY BELOW THE

OVERHEAD “HOT WORK”.

20. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, AND ACCESSORIES THAT MAY BE REQUIRED. COORDINATE ALL THE WORK OF ALL THE TRADES TO INSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS.

21. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT

CAUSED BY HIS WORK THROUGHOUT THE CONSTRUCTION AND WARRANTEE PERIOD.

22. ALL CEILING DEMOLITION WORK SHALL BE DONE AFTER NORMAL WORKING HOURS. THE INSTALLATION OF THE NEW CEILING SHALL BE DONE AFTER NORMAL WORKING HOURS. THE WORK AREA SHALL BE CLEANED BEFORE THE START

OF EACH WORKING DAY.

23. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION AND THE INSTALLATION OF THE NEW WORK. REINSTALL EXISTING OR REPLACE WITH NEW AS REQUIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE. FOR ANY HARD CEILING AREA, CUT AND DEMOLISH ENOUGH OF THE HARD CEILING TO DO THE WORK REQUIRED. REBUILD AND PATCH THE DEMOLISHED. FINISH AND PAINT TO MATCH EXISTING TO THE

SATISFACTION OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

24. ALL UL LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING. MAXIMUM FUSE SIZES MEANS FUSE

PROTECTION REQUIRED.

25. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE

REUSED.

26. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE CONTRACTING OFFICER’S

REPRESENTATIVE.

27. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THE DETAIL OR NOTE TO EVERY SIMILAR CONDITION, WHETHER OR NOT THE REFERENCED DETAIL OR NOTE IS REPEATED OR REFERENCED.

28. WHERE NO CONSTRUCTION DETAIL IS INDICATED, SUCH WORK SHALL BE SIMILAR TO COMPARABLE WORK DETAILED OR NOTED ELSEWHERE OR TO MATCH EXISTING CONDITIONS, SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER’S REPRESENTATIVE.

29. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE CONTRACTOR’S WORK AND WHICH REMAIN EXPOSED IN THE WALL, FLOOR, CEILING, OR OTHER SURFACES SHALL BE PATCHED, REPAIRED, AND BROUGHT FLUSH WITH THE ADJACENT CONSTRUCTION. SUCH SURFACES, NOT CONCEALED BY THE NEW CONSTRUCTION, SHALL MATCH IN EVERY RESPECT THE EXISTING NON-DAMAGED CONSTRUCTION. REMOVE EXISTING UTILITIES BACK BEHIND EXISTING SURFACES AND CAP SO AS NOT TO INTERFERE WITH NEW PATCHES.

30. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE CONTRACTOR SHALL BRING EXISTING ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING COMPONENTS FLUSH WITH THE NEW FINISHED

SURFACES IF APPROPRIATE.

31. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS, BRACES, FASTENERS, MASTIC, MORTAR, LATH, AND RELATED ITEMS. THE EXISTING SUBSTRATE, INCLUDING CONCRETE, MASONRY, METAL

FRAMING AND FURRING SHALL BE REPAIRED WHERE DAMAGE BY THE CONTRACTOR’S WORK.

GENERAL NOTES

THE ARCHITECTURAL/ENGINEERING (A/E) FIRM SHALL PROVIDE COMPLETE DESIGN SERVICES (INVESTIGATIVE SERVICES, PRELIMINARY CONCEPTS AND LAYOUTS, PREPARATION OF CONTRACT DRAWINGS AND SPECIFICATIONS, COST ESTIMATING SERVICES, AND CONSTRUCTION PERIOD SERVICES) FOR THE RENOVATION OF THE FRONT ENTRANCE FOR PHYSICAL SECURITY, VA PROJECT 528A7-18-717. THIS PROJECT PROPOSES TO PROVIDE COMPLETE DESIGN SERVICES (NOT LIMITED TO CONCEPTS AND LAYOUTS, PROGRAM DEVELOPMENT, INVESTIGATIVE SERVICES, AND COST ESTIMATING SERVICES) TO RENOVATE 2,000± SQUARE FEET OF THE FIRST FLOOR AND PROVIDE A 100± SF EXPANSION TO THE EXISTING GUARD SHACK LOCATED AT THE SYRACUSE VA MEDICAL CENTER LOCATED AT 800 IRVING AVE, SYRACUSE, NY 13210.

THE PROJECT DESIGN SHALL FOCUS ON THE IMPLEMENTATION OF THE FOLLOWING:

• THE DEMOLITION OF THE EXISTING FIRE DOORS AND WING WALLS SEPARATING THE EXISTING BUSINESS

OFFICE AND BLOOD DRAW WAITING ROOMS.

• THE INSTALLATION OF AN AUTOMATIC SLIDING FIRE DOOR THAT WILL SPAN THE DISTANCE OF THE OPENING

CREATED FROM THE REMOVAL OF THE EXISTING FIRE DOORS IN THE BUSINESS OFFICE AND BLOOD DRAW

WAITING AREAS.

• THE NECESSARY MODIFICATION OF THE CEILING AND FLOORING TO ENSURE A SEAMLESS TRANSITION

BETWEEN THESE WAITING AREAS.

• THE RELOCATION OF THE EXISTING UTILITIES WITHIN THE UTILITY CLOSET ADJACENT TO THE EXISTING

INFORMATION DESK.

• THE DEMOLITION OF EXISTING UTILITY CLOSETS ADJACENT TO THE EXISTING INFORMATION DESK.

• THE INSTALLATION OF THE VA OWNED MILLWORK TO BE INSTALLED TO COMPLETE THE INFORMATION DESK.

• THE DEMOLITION OF THE EXISTING WING WALL LOCATED AT THE TOP OF THE RAMP GOING TO THE PATIENT

DROP OFF AREA.

• THE DEMOLITION OF THE CEILING LOCATED WITHIN THE POLICE LOBBY SEATING AREA.

• THE DEMOLITION AND INSTALLATION OF THE CEILING AND FLOORING LOCATED FROM THE POLICE LOBBY

AREA TO THE FRONT ENTRANCE LOBBY AREA. THIS IS TO INCLUDE THE WHEEL CHAIR STORAGE AREA

ADJACENT TO THIS CORRIDOR.

• THE INSTALLATION OF SEVERAL WINDOWS LOCATED WITHIN THE POLICE LOBBY TO GIVE A VISUAL DIRECTION

TO THE VETERANS TO FIND THE PEDESTRIAN RAMP TO THE PARKING GARAGE.

• THE DESIGN OF A NEW FRONT ENTRANCE TO WELCOME OUR VETERANS TO THE MEDICAL CENTER.

• THE DESIGN OF A NEW STORAGE AREA WITHIN THE FRONT ENTRANCE TO ACCOMMODATE THE EMERGENCY

PREPAREDNESS EQUIPMENT.

• THE DESIGN OF A 100± SQUARE FOOT EXPANSION TO THE EXISTING GUARD SHACK LOCATED OUTSIDE NEAR

THE VETERAN DROP OFF AREA.

• THE DESIGN OF A HARD TOP CANOPY OVER A PORTION OF THE VETERAN DROP OFF AREA, LOCATED AT THE

ENTRANCE CIRCLE.

• THE INVESTIGATIVE SERVICES FOR ALL EXISTING MECHANICAL, ELECTRICAL, AND STRUCTURAL COMPONENTS

OF THIS SCOPE OF WORK.

• THE DESIGN OF NEW MECHANICAL, ELECTRICAL AND STRUCTURAL COMPONENTS AS IN CONCURRENCE WITH

THIS SCOPE OF WORK.

• THE INSTALLATION OF A VA OWNED FAN COIL UNIT AT THE POLICE LOBBY.

• THE A/E SHALL REVIEW AND DESIGN TO CONFORM TO THE VA PHYSICAL SECURITY HANDBOOK. TO INCLUDE, BUT NOT LIMITED TO, HARDENING AND PRESCREENING OFTHE EXISTING FRONT ENTRANCE.

• THE INSTALLATION OF ADDITIONAL CAMERA’S EXTERNALLY AND INTERNALLY TO THE BUILDING WITHIN THIS

AREA.

• THE DESIGN OF A WHEELCHAIR STORAGE AREA AT THE FRONT ENTRANCE LOCATED OUTSIDE, WHICH WILL BE

PROTECTED FROM THE WEATHER.

SCOPE OF WORK

CODE ANALYSIS

STATE: NEW YORK

COUNTY: ONONDAGA

GOVERNMENT PROPERTY: DEPARTMENT OF VETERANS AFFAIRS

LOCAL JURISDICTION: SYRACUSE VAMC

YEAR AND CODE IN EFFECT BY DISCIPLINE:

• VA PHYSICAL SECURITY DESIGN MANUAL,JANUARY 2015

• VA HVAC DESIGN MANUAL, NOVEMBER 1, 2016

• VA ARCHITECTURAL DESIGN MANUAL, AUGUST 1, 2014

• VA ELECTRICAL DESIGN MANUAL, DECEMBER 2015

• VA SEISMIC DESIGN REQUIREMENTS, OCTOBER 1 2016

• INTERNATIONAL BUILDING CODE (IBC), 2015

• INTERNATIONAL MECHANICAL CODE, 2015

• NFPA 70, NATIONAL ELECTRICAL CODE, 2017

• ASCE-7, MINIMUM DESIGN LOADS FOR BUIDLINGS AND OTHER STRUCTURES, 2016

• SITE ZONING: NA

• SEISMIC ANALYSIS PER IBC

• OCCUPANCY CLASSIFICATION: I-2 INSTITUTIONAL

• RISK CATEGORY: IV

• SITE CLASS D PER IBC 1613.3.2 (ASSUMED)

• SPECTRAL RESPONSE ACCELERATION (SYRACUSE VAMC)

• SS = 0.143

• S1 = 0.062

• Fa = 1.6

• Fv = 2.4

• SMS = Fa * Ss = 0.229 (MAX CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS FOR SHORT PERIOD PER USGS

REPORT)

• SM1 = Fv * S1 = 0.149 (MAX CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS FOR 1-SECOND PERIOD PER

USGS REPORT)

• SDS = (2/3) SMS = 0.153

• SD1 = (2/3) SM1 = 0.099

• SEISMIC DESIGN CATEGORY: C (TABLE 1613.3.5, IBC 2015)

• COMPONENT IMPORTANCE FACTOR (PER ASCE-7 13.1.3): 1.5

• NON-STRUCTURAL COMPONENTS OF RISK CATEGORY IV BUILDINGS SHALL BE DESIGNED ACCORDING TO THE REQUIREMENTS

OF ASCE-7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

CANOPY DESIGN CRITERIA:

• DESIGN DEAD LOAD: 25 PSF

• DESIGN LIVE LOAD: 40 PSF

• GROUND SNOW LOAD: 50 PSF

• THERMAL FACTOR, Ct: 1.2

• SNOW DRIFT: 50 PSF

• DESIGN WIND LOAD CRITERIA: 30 PSF

• LATERAL LOAD RESISTANCE SYSTEM (BUILDING CODE):

• BASIC WIND SPEED: 120 MPH

• WIND IMPORTANCE FACTOR, Iw: 1.15

• WIND EXPOSURE: C

• INTERNAL PRESSURE COEFFICIENT: 0.8

• COMPONENTS AND CLADDING: 10.5 PSF DOWN, -65.4 PSF UP

FOUNDATIONS/SHALLOW FOUNDATION CRITERIA

• FROST DEPTH: 42"

• BEARING PRESSURE: 2000 PSF. SHALL BE VERIFIED BY CONTRACTOR'S GEOTECHNICAL ENGINEER

HVAC

• ALL NEW CONTROL DEVICES SHALL BE EQUIPPED WITH ELECTRIC ACTUATORS. FOR RENOVATION OF AN EXISTING FACILITY, WHERE AN UPDATED CONTROL SYSTEM IS BEING INSTALLED, REPLACE PNEUMATIC WITH ELECTRIC ACTUATORS.

• WHERE CONNECTIONS ARE MADE BETWEEN NEW AND EXISTING DUCTWORK, THE EXISTING DUCTWORK SHALL BE PRESSURE

TESTED AND RESEALED AS NECESSARY, THOROUGHLY CLEANED, AND SANITIZED BY WIPING DOWN THE INTERIOR WITH

RUBBING ALCOHOL TO AVOID THE POSSIBILITY OF CONTAMINATION.

• DEMOLITION WORK SHALL BE CLEARLY DOCUMENTED WITH POINTS OF DISCONNECTIONS AND CONNECTIONS CLEARLY

SHOWN.

• THE CAPACITY OF A SINGLE AIR-HANDLING UNIT SHALL NOT EXCEED 50,000 CFM [23,600 L/S].

• ALL SUPPLY, RETURN, EXHAUST, RELIEF, AND OUTDOOR AIR DUCT SYSTEMS SHALL BE FULLY DUCTED BETWEEN THE FAN

INTAKE AND DISCHARGE AND AIR OUTLETS AND INLETS. USE OF THE SPACE BETWEEN THE STRUCTURAL CEILING AND SUSPENDED CEILING IS NOT PERMITTED AS AN AIR PLENUM FOR AIR DISTRIBUTION AND/OR COLLECTION.

• WHERE ROOM AIR CAN BE RETURNED BACK TO THE SYSTEM, PROVIDE A DEDICATED RETURN OR RELIEF AIR FAN FOR EACH AIR-HANDLING UNIT TO FACILITATE ROOM-BY-ROOM AIR BALANCE, ECONOMIZER CYCLE, AND INTENDED VOLUMETRIC AIR BALANCE. PROVIDE A DIRECT DIGITAL CONTROL (DDC) INTERLOCK BETWEEN THE SUPPLY AND RETURN OR RELIEF AIR FANS.

• ALL TERMINAL UNITS SHALL BE PRESSURE-INDEPENDENT TYPE AND EQUIPPED WITH DDC CONTROLS.

• ALL AIR TERMINAL UNITS (CONSTANT VOLUME OR VARIABLE AIR VOLUME) SERVING PERIMETER OR INTERIOR SPACES SHALL

BE EQUIPPED WITH INTEGRAL REHEAT COILS.

• FOR AIR TERMINAL UNITS, MINIMUM HOT WATER FLOW SHALL NOT BE LOWER THAN 0.5 GPM [0.03 L/S]

• AIR DISTRIBUTION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE ASHRAE AND SMACNA STANDARDS

• ALL DUCTWORK AND DUCTWORK APPURTENANCE AND EQUIPMENT DOWNSTREAM OF THE HEPA FILTERS FOR SURGERY AND

PHARMACY APPLICATIONS SHALL BE STAINLESS STEEL

• ALL DUCTWORK, WITHOUT EXCEPTION, SHALL BE SHOWN IN DOUBLE LINES ON ALL FLOOR PLANS AND CROSS-SECTIONS.

• MINIMUM SIZE OF RECTANGULAR DUCTS IS 8 IN X 6 IN [200 MM X 150 MM]

• MINIMUM SIZE OF ROUND DUCTS IS 6 IN [150 MM]

• UNLESS OTHERWISE INDICATED IN THE ROOM DATA SHEETS THE MINIMUM TEMPERATURE SHALL BE DURING THE HEATING

SEASON AND THE MAXIMUM TEMPERATURE SHALL BE DURING THE COOLING SEASON. THE RANGE SHALL BE BETWEEN 70 F [21 C] AND 75 F [24 C]. THE TOLERANCE SHALL NOT EXCEED +/- 1.0 F [+/- 0.6 C]. THE COOLING SET POINT SHALL BE 75 F [24 C]. THE

HEATING SET POINT SHALL BE 70 F [21 C].

ELECTRICAL

• ALL CONDUCTORS, ALL TRANSFORMER WINDINGS, AND ALL BUSSING IN ELECTRICAL POWER DISTRIBUTION SYSTEM

COMPONENTS SHALL BE COPPER.

• MOTORS RATED 1/2 HP AND HIGHER SHALL BE 3-PHASE. DESIGN AND SPECIFICATIONS SHALL BE BASED UPON 200V (VOLT)

MOTORS FOR 208V SYSTEMS AND 460V MOTORS FOR 480V SYSTEMS.

• PROVIDE DETAILED SCHEDULES FOR SWITCHGEAR, SWITCHBOARDS, PANELBOARDS, AND MOTOR CONTROL CENTERS ON

THE DRAWINGS. AT A MINIMUM, THE SCHEDULES SHALL INDICATE EQUIPMENT RATINGS, ENCLOSURE TYPE, LOAD DESCRIPTIONS, INTERRUPTING RATINGS, BREAKER/STARTER SIZES, AND CONNECTED AND DEMAND LOADS IN KVA BY PHASE

• PREPARE AND SUBMIT LOAD CALCULATIONS THAT JUSTIFY THE SIZE OF EACH BRANCH CIRCUIT AND FEEDER, OVERCURRENT PROTECTIVE DEVICE, TRANSFORMER, AND EQUIPMENT BUS (PANELBOARD, SWITCHBOARD, SWITCHGEAR, AUTOMATIC

TRANSFER SWITCH, ETC.). CALCULATIONS SHALL BE PERFORMED AT ALL VOLTAGE LEVELS.

• CONTRACT DRAWINGS SHALL SHOW THE DETAIL METHODS OF ANCHORING ELECTRICAL EQUIPMENT. DRAWINGS SHALL INCLUDE THE SIZE, NUMBER, AND TYPE OF ANCHORS AND FASTENERS TO BE USED TO SECURE THE EQUIPMENT AGAINST THE SEISMIC FORCES AND TO MEET CODES. CALCULATIONS FOR EQUIPMENT ANCHORING SHALL BE PERFORMED BY A

REGISTERED STRUCTURAL ENGINEER.

• FOR RENOVATION PROJECTS, SEPARATE DEMOLITION DRAWINGS ARE REQUIRED FOR ALL AREAS INVOLVED IN THE PROJECT.

SPECIFIC DETAILING OF INTERFACES BETWEEN RENOVATED AND EXISTING-TO-REMAIN CONDITIONS SHALL BE CLEARLY

INDICATED ON THE DRAWINGS.

• CONDUIT AND BOXES SHALL BE REMOVED FROM EXISTING WALLS THAT ARE TO BE DEMOLISHED.

• CONDUIT AND BOXES IN EXISTING WALLS THAT ARE TO REMAIN SHALL BE ABANDONED IN PLACE (IF NOT REUSED) AND THE

BOXES SHALL BE PROVIDED WITH BLANK COVERS.

• CONDUIT NOT INTENDED FOR REUSE IN EXISTING OR NEW CEILINGS SHALL BE REMOVED BACK TO THE POWER, TELECOMMUNICATIONS, OR SIGNAL SYSTEM SOURCE FROM WHICH IT ORIGINATES.

• CONDUIT RUN IN THE EXISTING CONCRETE SLAB SHALL BE SAW-CUT OFF AS IT ENTERS THE SLAB, AND THEN SEALED TO

PREVENT MOISTURE ACCESS.

• ALL ABANDONED CONDUCTORS OR CONDUCTORS NOT DEEMED REUSABLE SHALL BE REMOVED BACK TO THE NEAREST

JUNCTION BOX. WHERE THE ENTIRE CIRCUIT IS TO BE REMOVED, THE CONDUCTORS SHALL BE REMOVED BACK TO THE

POWER, TELECOMMUNICATIONS, OR SIGNAL SYSTEM SOURCE FROM WHICH THEY ORIGINATE.

• NEW CONDUCTORS SHALL NOT BE INSTALLED IN EXISTING CONDUIT WITH EXISTING CONDUCTORS.

• REMOVE DEVICES THAT ARE NOT TO BE RE-USED. WIRING IS TO BE REMOVED IN ITS ENTIRETY. BOXES SHALL BE BLANKED.

• EXISTING RECEPTACLES AND SWITCHES IN GOOD OPERATING CONDITION, LOCATED AT ACCEPTABLE PLACES, MAY BE

REUSED. NON-HOSPITAL GRADE RECEPTACLES SHALL BE REPLACED IN ALL-PATIENT AREAS WITH HOSPITAL GRADE

RECEPTACLES.

• EXISTING GFCI RECEPTACLES SHALL BE REPLACED WITH NEW GFCI RECEPTACLES WITH SELF-TEST FEATURE

• LIGHTING FIXTURES THAT CANNOT BE REUSED SHALL BE REMOVED, INCLUDING THEIR ASSOCIATED WIRING TO CEILING-

MOUNTED JUNCTION BOXES.

• PANELBOARDS SHALL BE INSTALLED IN NEW OR EXISTING ELECTRICAL ROOMS AND CLOSETS. CORRIDOR-MOUNTED

PANELBOARDS SHALL NOT BE INSTALLED WITHOUT SPECIFIC APPROVAL FROM VA. REFER TO OTHER SECTIONS OF THIS

MANUAL FOR REQUIREMENTS.

• SERVICES PASSING THROUGH AREAS OF REMODELING SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

• CIRCUITS SERVING AREAS ADJACENT TO THE CONSTRUCTION AREA THAT ARE MODIFIED AS PART OF A REMODELING

PROJECT, SHALL BE RE-CIRCUITED AS PART OF THE PROJECT.

• EQUIPMENT INSTALLED SHALL BE COMPATIBLE WITH EXISTING COMPONENTS AND SYSTEMS TO WHICH IT INTERFACES.

• ELECTRICAL SEQUENCE OF PHASING AND FREQUENCY FOR 3-PHASE SYSTEM SHALL BE COMPATIBLE WITH EXISTING

ELECTRICAL POWER DISTRIBUTION SYSTEM.

• INSTALL ALL WIRING IN RACEWAYS. OPEN WIRING IS PROHIBITED.

• THE GROUNDING SYSTEM SHALL BE SHOWN COMPLETE ON THE ONE-LINE DIAGRAM WITH ALL COMPONENTS AND

DESCRIPTIONS FROM THE MEDIUM- OR LOW-VOLTAGE SERVICE TO THE LOW-VOLTAGE PANELS, AS APPLICABLE FOR EACH PROJECT. THE GROUNDING SYSTEM SHALL BE SHOWN COMPLETE ON THE ONE-LINE DIAGRAM FOR THE NORMAL, STANDBY, AND/OR ESSENTIAL ELECTRICAL SYSTEMS, INCLUDING BUT NOT LIMITED TO GENERATORS, AUTOMATIC TRANSFER SWITCHES, ELECTRICAL EQUIPMENT, ETC.

• NO MORE THAN SIX RECEPTACLES SHALL BE INSTALLED ON A SINGLE BRANCH CIRCUIT FOR GENERAL USE.

• GFCI RECEPTACLES SHALL HAVE SELF-TEST FEATURE.

• PROVIDE GFCI RECEPTACLES AT ALL LOCATIONS REQUIRED BY NFPA 70 AND 99. GFCI RECEPTACLES SHALL NOT SERVE

OTHER RECEPTACLES FROM THEIR LOAD SIDE TERMINALS.

• IN ELECTRICAL CLOSETS, PROVIDE A RECEPTACLE WITH ITS CENTERLINE LOCATED 40 IN [1000 MM] ABOVE THE FINISHED

FLOOR ADJACENT TO THE ROOM DOOR.

• PROVIDE PANELBOARDS WITH 30% SPACE FOR ADDITIONAL CIRCUIT BREAKERS.

CODE ANALYSIS

PHYSICAL SECURITY DESIGN MANUAL

3 SITE CONSIDERATIONS

3.1 STANDOFF DISTANCE

NO VEHICLE SHALL BE PARKED CLOSER THAN 25 FEET (7.6 M) TO ANY SIDE OF A LIFE-SAFETY PROTECTED VA FACILITY, REGARDLESS

OF THE BUILDING HEIGHT.

NO UNSCREENED VEHICLE SHALL BE PERMITTED TO TRAVEL CLOSER THAN 25 FEET (7.6 M) AND NO SCREENED VEHICLE SHALL BE PERMITTED TO TRAVEL WITHIN 5 FEET (1.5 M) OF ANY LIFE-SAFETY PROTECTED VA FACILITY. THESE MINIMUM STANDOFF DISTANCES ARE TO BE PROVIDED TO THE EDGE OF THE CURB LINE DEMARCATING THE INTERNAL ROADWAYS AND PARKING WITHIN A VA

CAMPUS.

3.3 VEHICLE AND PEDESTRIAN SCREENING

3.3.1 GUARD HOUSES

PEDESTRIAN AND VEHICLE PERIMETER ENTRANCES SHALL BE PROVIDED WITH ENCLOSED GUARD HOUSES FOR GUARD PERSONNEL, GATE OPERATION, VEHICLE INSPECTION, AND INFORMATION.

● GUARD HOUSES SHALL BE DESIGNED TO PERMIT THE GUARD TO PERFORM DUTIES FROM WITHIN THE GUARD HOUSE AND

SHALL HAVE A SECONDARY MEANS OF EGRESS.

● GUARD HOUSE DESIGN SHALL BE COMPATIBLE WITH THE FACILITY ARCHITECTURE AND THE NEIGHBORHOOD.

● GUARD HOUSES SHALL BE HEATED, AIR CONDITIONED, AND LIGHTED TO PROVIDE AN APPROPRIATE WORK ENVIRONMENT.

● GUARD HOUSES SHALL BE PROVIDED WITH POWER, TELEPHONE, INTERCOM, DATA, AND OTHER EQUIPMENT AS DIRECTED

BY THE VA POLICE.

● GUARD HOUSES SHALL BE PROTECTED BY BOLLARDS AND DESIGNED TO BE BALLISTIC RESISTANT, WITH DOORS, WALLS, AND WINDOWS MEETING A UL 752 LEVEL 3 STANDARD.

3.4 ANTI-RAM RATED VEHICLE BARRIERS

ACTIVE OR PASSIVE VEHICLE BARRIERS SHALL BE SELECTED ON THE APPROPRIATENESS OF THE ARCHITECTURE OF THE FACILITY

AND THE SPECIFICS OF THE SITE AND NATURAL ENVIRONMENT.

3.4.1 ACTIVE BARRIERS

TYPES OF ACTIVE BARRIERS SHALL BE ANTI-RAM RATED HYDRAULIC OR ELECTRIC WEDGES, PLATE, BEAM OR RETRACTABLE BOLLARDS RECESSED INTO THE PAVEMENT FOR A FLUSH CONDITION WHEN NOT DEPLOYED. BARRIERS MAY BE PERMANENTLY

INSTALLED OR PORTABLE TYPE.

3.4.1.1 LOCATIONS: AT ACCESS POINTS THAT PERMIT VEHICLES WITHIN THE MINIMUM 50 FEET (15 M) STANDOFF ZONE AROUND THE FACILITY. EXAMPLES INCLUDE ACCESS TO THE LOADING DOCK, EMERGENCY LANES, AND MAINTENANCE ACCESS. WHEN THE 50 FEET (15 M) STANDOFF ZONE COINCIDES WITH THE SITE PERIMETER FENCE, THE ACTIVE BARRIERS ARE TO BE LOCATED AT THE VEHICLE

ENTRANCES INTO THE SITE.

3.4.1.2 STRUCTURE: SEE CHAPTER 7, SECTION 7.4 ANTI-RAM RESISTANCE, FOR STRUCTURAL REQUIREMENTS OF ACTIVE BARRIERS.

3.4.1.3 PORTABLE BARRIERS:

● EACH IDENTIFIED LOCATION FOR USE SHALL BE PROVIDED WITH NECESSARY UTILITIES AND CONFIGURED IN SUCH A WAY

THAT THE BARRIERS MAY BE EASILY PUT INTO PLACE WHEN NEEDED.

● PORTABLE BARRIERS SHALL BE STORED WITH LIFTS AND TRANSPORT DEVICES TO PERMIT RAPID DEPLOYMENT IN A SECURE

LOCATION THAT IS READILY ACCESSIBLE BY AUTHORIZED PERSONNEL.

3.4.2 STATIONARY (PASSIVE) BARRIERS

ANTI-RAM RATED NATURAL OR MANMADE STATIONARY BARRIERS MAY BE USED. LANDSCAPING EXAMPLES INCLUDE BERMS, GULLIES, BOULDERS, TREES, AND OTHER TERRAIN. HARDSCAPING EXAMPLES INCLUDE BENCHES AND PLANTERS. STRUCTURAL EXAMPLES

INCLUDE WALLS, BOLLARDS, AND CABLES.

3.4.2.1 LOCATIONS: ADJACENT TO HIGH RISK PERIMETER FENCES, PROTECTION FOR SITE UTILITY EQUIPMENT, AT BUILDING ENTRANCES, AT VEHICLE OR AMBULANCE DROP-OFFS, AT CAFETERIAS, GATHERING AREAS, AND OTHER AREAS REQUIRING ADDITIONAL PROTECTION FROM VEHICLES. HIGH RISK PERIMETER FENCES ARE PORTIONS OF THE FENCE AT WHICH THERE IS A PERPENDICULAR VEHICULAR ROADWAY LENGTH EQUAL TO OR GREATER THAN 200 FEET (61 M), ON WHICH A VEHICLE CAN ACHIEVE A

HIGH APPROACH SPEED.

3.4.2.2 STRUCTURE: SEE CHAPTER 7, SECTION 7.4 ANTI-RAM RESISTANCE, FOR STRUCTURAL REQUIREMENTS OF PASSIVE BARRIERS.

3.4.2.3 ACCESSIBILITY FOR PERSONS WITH DISABILITIES: COORDINATE LOCATIONS OF PASSIVE BARRIERS, SUCH AS BOLLARDS, WITH ACCESSIBILITY REQUIREMENTS WHEN PLACED ADJACENT TO OR ACROSS A PATH OF PEDESTRIAN TRAVEL.

3.6 SITE LIGHTING

3.6.1 GENERAL REQUIREMENTS

PROVIDE MINIMUM MAINTAINED ILLUMINATION LEVELS FOR PEDESTRIAN PATHWAYS, BICYCLE AND VEHICLE ROUTES, PARKING STRUCTURES, PARKING LOTS, WAYFINDING, SIGNAGE, PEDESTRIAN ENTRANCES, AND BUILDING SERVICES WHICH WILL PROVIDE SAFETY AND SECURITY FOR PERSONNEL, BUILDINGS, AND SITE. REFER TO THE VA ELECTRICAL DESIGN MANUAL FOR ILLUMINATION

REQUIREMENTS.

4 BUILDING ENTRANCES & EXITS

4.1.3 PRIMARY PUBLIC ENTRANCES AND LOBBIES

4.1.3.1 LOCATION: VEHICLES MAY NOT APPROACH WITHIN 25 FEET (7.6 M) OF THE ENTRANCE.

4.1.3.2 DOORS: ENTRANCE DOORS TO THE LOBBY SHALL BE VISIBLE TO OR MONITORED BY THE SECURITY PERSONNEL.

4.1.3.3 ACCESS WITHIN THE FACILITY: ACCESS FROM THE LOBBY TO ELEVATORS, STAIRWAYS, AND CORRIDORS SHALL BE CONTROLLED THROUGH THE USE OF ELECTRONIC ACCESS CONTROL OR MECHANICAL LOCKING DEVICES, LIMITING ACCESS TO

SPECIFIC FLOORS AND AREAS THAT HOUSE FUNCTIONS REQUIRING RESTRICTED ACCESS.

● INSTALL CARD READERS OR OTHER ELECTRONIC ACCESS CONTROL DEVICES AT THE ENTRANCES TO RESTRICTED AREAS.

DEVICES SHALL BE LOCATED AT ENTRANCES TO SUITES AND INDIVIDUAL ROOMS FROM PUBLIC CORRIDORS.

4.1.5 PLANNING, CONSTRUCTION DETAILS, AND MATERIALS

4.1.5.1 STRUCTURAL: BUILDING ENTRANCES SHALL BE CONSTRUCTED TO FAIL IN A WAY THAT MINIMIZES HAZARD TO PERSONS INSIDE.

(SEE CHAPTER 6, BUILDING ENVELOPE AND CHAPTER 7, STRUCTURAL SYSTEM, FOR ADDITIONAL REQUIREMENTS.)

● PROTECTION OF ENTRANCES AND LOBBIES FROM VEHICLE RAMMING SHALL BE ACCOMPLISHED OUTSIDE AND IN FRONT OF

THE ENTRANCE. (SEE CHAPTER 3, SECTION 3.4 VEHICLE BARRIERS.)

● WHERE A COVERED DROP-OFF AREA IS PROVIDED, ITS SUPPORTING STRUCTURE SHALL BE INDEPENDENT OF THE MAIN BUILDING AND PROTECTED FROM INTENTIONAL AND UNINTENTIONAL DAMAGE BY VEHICLES. PROTECT SUPPORTING COLUMNS WITH ANTI-RAM RATED BARRIERS AND FROM EXPLOSIVE DEVICES WITH ARCHITECTURAL OR STRUCTURAL FINISHES THAT

PREVENT DETONATION WITHIN 6 INCHES.

4.1.5.2 FAÇADE: ALL GLAZING (BOTH INTERIOR AND EXTERIOR) IN THE LOBBY AREA SHALL BE LAMINATED GLASS.

4.1.5.3 DOORS AND HARDWARE: EXTERIOR DOORS SHALL BE IN SIZE, OPERATION, AND OTHER CHARACTERISTICS IN COMPLIANCE WITH APPLICABLE REGULATORY REQUIREMENTS. WHERE DOORS ARE LOCKABLE, THEY SHALL COMPLY WITH EMERGENCY EGRESS

REQUIREMENTS.

● GLASS FOR ENTRANCE AND EGRESS DOORS SHALL BE LAMINATED.

● ENTRANCE DOORS SHALL BE CAPABLE OF BEING REMOTELY LOCKED AND UNLOCKED FROM THE RECEPTION DESK IN THE

MAIN LOBBY, THE SECURITY CONTROL CENTER (SCC), OR OTHER DESIGNATED POSITION.

● PUBLIC ENTRANCE DOORS MAY BE MANUALLY OR POWER OPERATED AND MAY BE SWINGING DOORS, HORIZONTAL SLIDING

DOORS (POWER OPERATED ONLY), OR REVOLVING DOORS.

4.1.7 SECURITY

ALL PUBLIC ENTRANCES REQUIRE SECURITY MONITORING. AT PUBLIC ENTRANCES PROVIDE THE MEANS TO RESTRICT PUBLIC

ACCESS TO THOSE AREAS WHERE SCREENING IS AVAILABLE WHEN SCREENING IS REQUIRED.

4.1.7.1 SECURITY GUARD STATIONS: NO ADDITIONAL PHYSICAL SECURITY REQUIREMENTS.

4.1.8 EXISTING FACILITY – PUBLIC ENTRANCES AND LOBBIES

4.1.8.1 COVERED DROP-OFF: PROTECT COLUMNS WITH ANTI-RAM BARRIERS SUCH AS BOLLARDS AND FROM EXPLOSIVE DEVICES BY INSTALLATION OF ARCHITECTURAL OR STRUCTURAL FINISHES THAT PREVENT DETONATION WITHIN 6 INCHES (152 MM).

4.1.8.2 VESTIBULES: WHERE SPACE PERMITS, PROVIDE AN ENTRANCE VESTIBULE OF SUFFICIENT SIZE TO ACCOMMODATE SEVERAL PEOPLE WITH MOBILITY AIDS. CONFIGURE ACCESS FROM THE DROP-OFF TO THE LOBBY THROUGH THE SCREENING VESTIBULE TO PREVENT CIRCUMVENTION OF SCREENING PROCESS. ARRANGE PATH OF TRAVEL TO PREVENT VEHICULAR ACCESS BEYOND THE

STANDOFF DISTANCE TO THE BUILDING PERIMETER.

4.1.8.3 GLAZING: ALL GLAZING (BOTH INTERIOR AND EXTERIOR) IN THE LOBBY AREA SHALL BE LAMINATED GLASS OR FITTED WITH

ATTACHED ANTI-FRAGMENTATION FILM.

4.1.8.4 ACCESS WITHIN THE FACILITY: MODIFY EXISTING ELEVATOR CALL BUTTONS TO REQUIRE ELECTRONIC ACCESS CONTROL TO REGISTER CALLS WHEN ELEVATORS OPEN DIRECTLY INTO RESTRICTED AREAS. ALTERNATIVELY, CONSTRUCT SECURE VESTIBULES

AT ELEVATOR LOBBIES ON FLOORS WITH RESTRICTED ACCESS.

4.2 PATIENT DROP-OFFS

PATIENT DROP-OFFS SHALL BE LOCATED AT PRIMARY BUILDING ENTRANCES OR OTHER LOCATIONS THAT WILL PROVIDE CONVENIENT ACCESS TO SERVICES WITHOUT HINDERING THE FLOW OF TRAFFIC. PATIENT DROP-OFF AREAS SHALL NOT BE LOCATED UNDER

OCCUPIABLE PORTIONS OF THE BUILDING OR NEAR STAFF-ONLY ENTRANCES.

4.2.1 VEHICULAR ACCESS

DROP-OFFS AND STAGING AREAS FOR VEHICLES, INCLUDING PUBLIC TRANSPORTATION VEHICLES, SHALL BE SEPARATED FROM THE

PROTECTED BUILDING STRUCTURE BY AT LEAST 25 FEET (7.6 M).

4.2.2 PARKING

PARKING SHALL NOT BE PERMITTED IN PATIENT DROP-OFF AREAS. THIS SHOULD BE DESIGNATED BY PAVEMENT MARKINGS AND

SIGNAGE.

4.2.3 SECURITY

PROVIDE VASS CAMERAS FOR GENERAL SURVEILLANCE OF THE AREA.

DN

UP

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CONSTRUCTION AREA LEGEND

EXTENTS OF CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR CONSTRUCTION

FULLY SPRINKLEREDU.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Consultant:

Robertson Strong Apgar Architects, P.C.

RENOVATION OF THE FRONT

ENTRANCE FOR PHYSICAL

SECURITY

1054 James Street Syracuse, NY 13203

(315) 472-7761

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334 Syracuse, NY

528A7-18-717

07/31/20

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NOTES:

1. CONTRACTOR TO COORDINATE LAYDOWN/STAGING AREA WITH FACILITY.

1/8" = 1'-0"1

DEFINED CONSTRUCTION AREA PLAN

PARKING LOT

1/8" = 1'-0"2 DEFINED CONSTRUCTION AREA PLAN

SEE CONTINUATION 2/G-101 SEE CONTINUATION 2/G-101

SEE CONTINUATION 1/G-101 SEE CONTINUATION 1/G-101

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR CONSTRUCTION

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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E

F

A

B

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D

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Consultant:

Robertson Strong Apgar Architects, P.C.

RENOVATION OF THE FRONT

ENTRANCE FOR PHYSICAL

SECURITY

1054 James Street Syracuse, NY 13203

(315) 472-7761

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334 Syracuse, NY

528A7-18-717

07/31/20

EWM SRBMark Revision: Date:

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1. CONTRACTOR TO COORDINATE LAYDOWN/STAGING AREA WITH FACILITY.

1/8" = 1'-0"1

DEFINED CONSTRUCTION AREA PLAN

PARKING LOT

1/8" = 1'-0"2 DEFINED CONSTRUCTION AREA PLAN

SEE CONTINUATION 2/G-101

SEE CONTINUATION 2/G-101

SEE CONTINUATION 1/G-101 SEE CONTINUATION 1/G-101

ADDED ADDITIONAL SIDEWALK VA COR EPG 02/12/21

DN

20' - 0"

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PHASING PLAN LEGEND

PHASE 1

PHASE 2

PHASE 3

CEILING PHASE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR CONSTRUCTION

FULLY SPRINKLEREDU.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Consultant:

Robertson Strong Apgar Architects, P.C.

RENOVATION OF THE FRONT

ENTRANCE FOR PHYSICAL

SECURITY

1054 James Street Syracuse, NY 13203

(315) 472-7761

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334 Syracuse, NY

528A7-18-717

07/31/20

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PHASING PLAN

3/32" = 1'-0"1 PHASING PLAN

PHASING PLAN NOTES:

1. PHASE 1 SHALL CONSIST OF ALL EXTERIOR WORK.

A. RAMP FROM PARKING GARAGE SHALL REMAIN OPEN.

B. PATIENTS AND EMPLOYEES SHALL UTILIZE ENTRANCE JUST NORTH OF THE CONSTRUCTION

AREA. ADDITIONAL SIGNAGE SHALL BE IN PLACE TO DIRECT OCCUPANTS.

2. PHASE 2 SHALL CONSIST OF FRONT ENTRANCE VESTIBULE AND RAMP AREAS.

A. RAMP FROM PARKING GARAGE SHALL BE CLOSED.

B. ADDITIONAL SIGNAGE SHALL DIRECT PATIENTS AND EMPLOYEES TO FRONT ENTRANCE NORTH

OF THE FRONT ENTRANCE.

3. PHASE 3 SHALL CONSIST OF ALL WORK IN WAITING AREA.

A. ADDITIONAL SIGNAGE SHALL DIRECT PATIENTS AND EMPLOYEES AROUND WAITING AREA.

CONTRACTOR WORK TRAILER AREA. CONTRACTOR IS

RESPONSIBLE FOR PULLING ANY ADDITIONAL ELECTRICAL

CONDUITS/WIRES FROM FACILITY FOR THEIR USE.

DESK SHALL BE REMOVED PRIOR TO BUILDING

NEW BARRIER FOR PHASE 2. CONTRACTOR MUST

ENSURE ACCESSIBILITY THROUGHOUT THIS AREA.

CEILING TO BE

COMPLETED AS PART

OF PHASE 3.

EVERYHING ELSE IN

THIS AREA COMPLETE

IN PHASE 2

Mark Revisions: Date:

NOTE:

1. THE ENTIRE DAV DRIVE IS TO

BE RESEALED AND STRIPED.

20' - 0"

30' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FOR CONSTRUCTION

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architectural Consultant:

Robertson Strong Apgar Architects, P.C.

RENOVATION OF THE FRONT

ENTRANCE FOR PHYSICAL

SECURITY

1054 James Street Syracuse, NY 13203

(315) 472-7761

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334 Syracuse, NY

528A7-18-717

07/31/20

EWM SRBMark Revision: Date:

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3/32" = 1'-0"1 PHASING PLAN

PHASING…