Design Radio Upgrades Drawings.pdf

NORTH

SCALE: NONE

SITE LOCATION

SCALE: NONE

SITE PLAN

35T

BIOMASS

8182 80 107

105109

114 PAVILION COURT 2

124 TRASH HUT - B.6

94 GARAGE (SCHOOL LEASE)

80 S.T.P. CONTROL HOUSE (WASTE WATER TREATMENT)

73 (SCHOOL LEASE)

39 ENGINEERING STORAGE

37 FORMER PATIENT CARE, IS

36 FORMER PATIENT CARE, DAY TREATMENT CENTER

34 SPD, A&MMS, DAYCARES, NETWORK STORAGE

14 VACANT

13 EMERGENCY GENERATOR

5 AUDITORIUM, RECREATION SVC.

NO. BUILDING SCHEDULE 1

4 ADMINISTRATIVE, CANTEEN

18 (SCHOOL LEASE)

1 OUTPATIENT SERVICES, MAIN ADMIN

2 FORMER MAIN KITCHEN, DINING RM., OUTPATIENT PHARMACY

3 GEC OFFICES, PATIENT CARE

6 SUBSTANCE ABUSE OFFICES, EMS

7 NHCU, VOLUNTARY SVC., HRMS

9 PATIENT CARE/DOM, LIBRARY, MAIL RM.

11 WAREHOUSE

12 BOILER PLANT/BIOMASS

16 FIRE STATION, GARAGE, GROUNDS MTN.

24 VALOR HEADQUARTERS

33 PATIENT CARE NHCU, INPATIENT PHARMACY

40 GATE HOUSE

41 OUTDOOR FIREPLACE

42 STONE GRANDSTAND

46 WAREHOUSE POLE BARN

70 MISCELLANEOUS STORAGE

81 SLUDGE DIGESTORS

82 SLUDGE BED

76 STORAGE

8 NHCU, ADULT DAYCARE

10 LAUNDRY

20 VA POLICE STATION

75 OIL HOUSE

77 STORAGE

125 TRASH HUT - B.36/37

123 TRASH HUT - B.8

122 OIL STORAGE TANKS

113 PATIENT'S TOILET, COURT 2

121 SWITCHGEAR

118 ENGINEERING SHOPS & OFFICES

112 PATIENT'S TOILET, COURT 1

111 TRANSFORMERS X-RAY B.1

109 AERATION TANKS

108 PRIMARY TANKS

106 TRICKLING FILTER

107 PUMP HOUSE S.T.P.

110 PAVILION COURT 2

120 FIRE PUMP BLDG., BKFLOW PREVENTOR

115 RECREATION STORAGE, COURT 1

17 CADENCE SQUARE

35 RELOCATED DIETETICS, KITCHEN

43 SALT STORAGE BARN (COVER)

44 GROUNDS AND TRANSPORTATION

45 CHILLER PLANT

50 LOADING DOCK

38 FUTURE TEMPORARY OFFICE

105 SECONDARY TANKS

65 TEMPORARY TRAILERS (OFFICES)

CO URTYARD 2

CO URTYARD 2

2 HR VISITOR

BUSHWOOD LN.

LOOP RD.

LO

O

P R

D

EAST STREET

PARKING

PARKING

PARKING

WATER TOWER

C H

AP

EL

S

TR

EE

T

PARK

EXERCISE

EAST STREET

CAMPUS SITE PLAN

VAMC Canandaigua

RAMP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

DESIGN RADIO

UPGRADES

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Canandaigua VAMC DEPARTMENT OF VETERANS AFFAIRS

PROJECT NO: 528A5-21-502

BUILDINGS 1 & 37

CANANDAIGUA, NY

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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T-101

TITLE SHEET

DRAWING INDEX

DRAWING

NUMBER DRAWING NAME

T-101 TITLE SHEET

G-101 GENERAL PROJECT NOTES

G-102 LIFE SAFETY EGRESS PLANS

S-101 BLDG 1 STRUCTURAL REPAIR PLANS (PHASE 1)

ED101 BLDG 1 ELECTRICAL DEMOLITION PLANS (PHASE 2)

ED102 BLDG 37 ATTIC/ROOF ELECTRICAL DEMOLITION PLANS (PHASE 2)

ED901 ELECTRICAL DEMOLITION PHOTOS (PHASE 2)

E-101 BLDG 1 ELECTRICAL NEW WORK PLANS (PHASE 1)

E-102 BLDG 37 BASEMENT ELECTRICAL NEW WORK PLAN (PHASE 1)

E-103 BLDG 37 ATTIC/ROOF ELECTRICAL NEW WORK PLAN (PHASE 1)

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES AND DIAGRAMS

1 & 37

BLDG. 37

BLDG. 1

BLDG. 16

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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G-101

GENERAL PROJECT NOTES

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. REQUEST APPROVAL FROM THE CONTRACTING OFFICER’S REPRESENTATIVE FOURTEEN (14) DAYS IN ADVANCE FOR

THE SHUTDOWN OF ANY EXISTING SYSTEM.

4. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD. REFER TO SPECIFICATION DIVISION 1, “GENERAL REQUIREMENTS”, “FIRE SAFETY

REQUIREMENTS”.

5. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY. ALL EXISTING FIRE ALARMS AND FIRE EXITS AND ANY OTHER ASPECT OF THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN FULL OPERATION. THE COST OF RESPONSE TO ANY FALSE ALARM AS CHARGED BY ANY

LOCAL FIRE DEPARTMENT SHALL BE PAID BY THE CONTRACTOR.

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

7. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS.

8. VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING BID. REPORT ANY

DISCREPANCIES TO THE ENGINEER PRIOR TO SUBMITTAL OF BID.

9. 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.

10. 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.

11. THE CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS AND FLOORS, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION AND INSTALLATION OF THE NEW BUILDING COMPONENTS, INCLUDING ELECTRICAL AND GENERAL CONTRACTOR’S ITEMS. ALL NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE

INCLUDED.

12. 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 CONDUIT, ETC. AS APPROPRIATE. REVIEW THE

STRUCTURAL DRAWINGS IN THE ENGINEERING OFFICE.

13. 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.

14. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE LATEST EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT. ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE UNIFORM BUILDING CODES, 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.

15. ALL EXISTING CONDUIT AND ELECTRICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY, UNLESS NOTED OTHERWISE. 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.

16. 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 CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS.

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

CAUSED BY HIS WORK THROUGHOUT THE CONSTRUCTION AND WARRANTEE PERIOD.

18. 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.

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

PROTECTION REQUIRED.

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

BE REUSED.

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

REPRESENTATIVE.

22. 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.

23. 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.

24. 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.

25. ALL MANUFACTURERS LISTED ON THESE DRAWINGS ARE PROVIDED FOR BASIS OF DESIGN PURPOSES ONLY.

ALTERNATIVE PRODUCTS AND MANUFACTURERS WILL BE CONSIDERED IF THEY ARE DETERMINED TO BE

EQUIVALENT AND MEET ALL DESIGN REQUIREMENTS DURING THE SUBMITTAL REVIEW PHASE.

GENERAL NOTES

1 & 37

CODE NOTES

PRIMARY APPLICABLE CODES AND STANDARDS - EXISTING BUILDING / RECONSTRUCTION

1. THE DEPARTMENT OF VETERANS AFFAIRS HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION

OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURE.

a. NFPA 101 LIFE SAFETY CODE, LATEST EDITION

b. NFPA 1 FIRE CODE, LATEST EDITION

c. NFPA 70 NATIONAL ELECTRIC CODE (NEC), LATEST EDITION

d. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, LATEST EDITION

e. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13), LATEST REVISION

f. ENERGY POLICY ACT (EPAct), LATEST EDITION

g. VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION

GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

h. INTERNATIONAL BUILDING CODE (IBC), LATEST EDITION - ONLY WHEN SPECIFICALLY REFERENCED IN VA

DESIGN DOCUMENTS

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

j. VA PHYSICAL SECURITY DESIGN MANUAL (PSDM), LATEST REVISION

2. THE CONSTRUCTION CLASSIFICATION IS TYPE II (222). THE MINIMUM FIRE RATING FOR ALL LOAD BEARING STRUCTURAL ELEMENTS IS 2 HOURS. IF DURING CONSTRUCTION, ANY DAMAGE TO EXISTING FIREPROOFING IS OBSERVED OR IF DISCOVERED THAT ANY FIRE PROTECTION IS MISSING, THE CONTRACTOR SHALL REPAIR TO

MAINTAIN FULL PROTECTION.

NFPA 101 REVIEW

A. CHAPTER 19 EXISTING HEALTH CARE OCCUPANCIES

a. (19.1.1.1) THE REQUIREMENTS OF THIS CHAPTER SHALL APPLY TO EXISTING BUILDINGS OR PORTIONS

THEREOF CURRENTLY OCCUPIED AS HEALTH CARE OCCUPANCIES.

b. (19.1.5) THE CLASSIFICATION OF HAZARD OF CONTENTS SHALL BE AS DEFINED IN SECTION 6.2.

B. MEANS OF EGRESS - CHAPTER 19 AND CHAPTER 7

a. (19.2.1) ALL MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH CHAPTER 7 & THIS CHAPTER.

b. (19.2.3.6) THE MINIMUM CLEAR WIDTH FOR DOORS IN THE MEANS OF EGRESS FROM HOSPITALS, NURSING

HOMES, LIMITED CARE FACILITIES, PSYCHIATRIC HOSPITAL SLEEPING ROOMS, AND DIAGNOSTIC AND TREATMENT AREAS, SUCH AS X-RAY, SURGERY, OR PHYSICAL THERAPY, SHALL BE NOT LESS THAN 32 IN.

(810 mm) WIDE.

c. (19.2.6.2.1) THE TRAVEL DISTANCE BETWEEN ANY POINT IN A ROOM AND AN EXIT SHALL NOT EXCEED 150

FT, UNLESS OTHERWISE PERMITTED BY 19.2.6.2.2.

d. (19.2.6.2.2) THE MAXIMUM TRAVEL DISTANCE SPECIFIED IN 19.2.6.2.1 SHALL BE PERMITTED TO BE

INCREASED BY 50 FT IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED,

AUTOMATIC SPRINKLER SYSTEM.

e. (7.1.3.1) EXIT ACCESS CORRIDORS. CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING IN ACCORDANCE WITH SECTION 8.3, UNLESS OTHERWISE PERMITTED BY ONE OF THE FOLLOWING:

• THIS REQUIREMENT SHALL NOT APPLY TO EXISTING BUILDINGS, PROVIDED THAT THE OCCUPANCY

CLASSIFICATION DOES NOT CHANGE.

f. (7.1.5.1) MEANS OF EGRESS SHALL BE DESIGNED AND MAINTAINED TO PROVIDE HEADROOM NOT LESS

THAN 7 FT 6 IN, UNLESS OTHERWISE SPECIFIED BY ANY OF THE FOLLOWING:

• IN EXISTING BUILDINGS, THE CEILING HEIGHT SHALL NOT BE LESS THAN 7 FT FROM THE FLOOR, WITH PROJECTIONS FROM THE CEILING NOT LESS THAN 6 FT 8 IN NOMINAL ABOVE THE FLOOR.

g. (7.2.1.2.3.2) DOOR OPENINGS IN MEANS OF EGRESS SHALL NOT BE LESS THAN 32 IN. IN CLEAR WIDTH.

h. (7.2.1.4.3.2) WHEN FULLY OPEN, ANY DOOR LEAF IN A MEANS OF EGRESS SHALL NOT PROJECT MORE

THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, A CORRIDOR, A PASSAGEWAY OR A LANDING, UNLESS THE DOOR LEAF IS EQUIPPED WITH AN APPROVED SELF-CLOSING DEVICE AND IS NOT REQUIRED

BY THE PROVISIONS OF 7.2.1.4.2 TO SWING IN THE DIRECTION OF EGRESS TRAVEL..

C. FIRE PROTECTION EQUIPMENT - CHAPTER 19 AND CHAPTER 9

a. THE EXISTING BUILDING IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM.

PROJECT PHASING NOTES

1. DURING THE EXECUTION OF THIS CONTRACT, THE PROJECT AREA WILL BE OCCUPIED AND IN USE. WORK DONE

UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER, STAFF, OR OTHER

BUILDING OCCUPANTS. ALL WORK SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE AND IS SUBJECT TO HIS CONTINUOUS APPROVAL.

2. "NORMAL" WORKING HOURS ON THE POST ARE FROM 8:00 AM TO 4:30 PM, MONDAY THROUGH FRIDAY; HOURS OUTSIDE OF "NORMAL" WORKING HOURS ARE DEFINED AS "OFF HOURS". THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF DEMOLITION, NEW INSTALLATION, AND CHANGEOVER OF THE UTILITY SYSTEMS THAT WILL ALLOW FOR MINIMUM DOWNTIME. THE UTILITY CHANGEOVER SHALL BE SCHEDULED WITH THE VA STAFF DURING "OFF HOURS". THE CONTRACTOR SHALL COORDINATE WITH RADIO SYSTEM PROVIDER AND VA STAFF TO PROVIDE A TEMPORARY MEANS OF TWO-WAY COMMUNICATION DURING THE RADIO SYSTEM OUTAGE.

3. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF HIS WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES AND DETERMINE WHAT WORK

MUST BE DONE DURING "OFF HOURS".

4. WITH THE EXCEPTION OF THE BLDG. 37 DISPATCH ROOM, ANY WORK REQUIRED IN OCCUPIED SPACES SHALL BE DONE DURING "OFF HOURS". THE WORK REQUIRED IN THE BLDG. 37 DISPATCH ROOM SHALL BE CLOSELY COORDINATED AND SCHEDULED AHEAD OF TIME WITH THE COR, AS THE ROOM WILL BE OCCUPIED AT ALL TIMES AND WORK WILL NEED TO BE PERFORMED WITH OCCUPANTS IN THE SPACE. ALL WORK, AS REQUIRED TO RETURN EXISTING SYSTEMS TO FUNCTIONALITY, REPLACE CEILING TILES, AND CONSTRUCTION CLEANUP SHALL BE FULLY COMPLETE AND APPROVED BY THE COR PRIOR TO THE END-OF-SHIFT AND BEFORE THE

OPENING OF THE AREA TO STAFF AND OTHER BUILDING OCCUPANTS.

5. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED SPACES, SUCH AS ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL

WORKING HOURS.

6. THE WORK REQUIRED UNDER THIS PROJECT SHALL BE COMPLETED IN A MANNER THAT REQURIES A MINIMUM AMOUNT OF DOWN TIME OF THE RADIO SYSTEMS. ALL NEW EQUIPMENT AND WIRING SHALL BE INSTALLED AND READY FOR OPERATION PRIOR TO THE DEMOLITION OF ANY EXISTING RADIO EQUIPMENT. CONTRACTOR SHALL COORDINATE WITH THE VA AND PROVIDE A WRITTEN PLAN OF ACTION FOR THE SYSTEM CHANGEOVER TO THE COR AND ALL RADIO SYSTEM SUBSCRIBERS A MINIMUM OF TWO WEEKS PRIOR TO THE PLANNED CHANGEOVER DATE. DURING DEMOLITION AND CONSTRUCTION, THE CONTRACTOR SHALL FOLLOW INFECTION CONTROL MEASURES FOR CLASS II RENOVATION WORK. DO NOT REMOVE ANY EXISTING RADIO EQUIPMENT UNTIL THE

NEW SYSTEM IS FULLY OPERATIONAL AND PASSES ALL TESTS.

EXIST.

F.E.C.

DF

REF.

DN

UP

DN

S2-2 S2-1

OPERATOR SUITE

SERVER ROOM

WHEELCHAIR

STORAGE

86' TO EXIT

8'

T O

E

XI

T

9'

T O

E

XI

T

47' TO EXIT

40' TO EXIT

33' TO

EXIT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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G-102

LIFE SAFETY EGRESS PLANS

1/8" = 1'-0"1 B37 BASEMENT LIFE SAFETY PLAN

1/16" = 1'-0"2 B37 ATTIC/ROOF LIFE SAFETY PLAN

1/8" = 1'-0"3 B1 LEVEL 6 LIFE SAFETY PLAN

1/8" = 1'-0"4 B1 LEVEL 7 LIFE SAFETY PLAN

1/8" = 1'-0"5 B1 LEVEL 8 LIFE SAFETY PLAN

1 & 37

MECH

51002

DN

EXST

ELEV MACH

RM

MECH

51001

51005

EXST

TOWER STAIR

ST1-3

MECH

51003

EXIST MECH

51004

REFER PARTIAL FRAMING

PLAN OF BUILDING 1 TOWER

ROOF TOP FRAMING PLAN

(E) WB 901

(E) WB 903 BELOW

(E

W B

BE

LO

W (E

)W B

2A

(E )W

B9

(E

W B

BE

LO

W (E

)W B

2A

(E )W

B9

(E) WB 901

(E) WB 903 BELOW

(E) B 902

(E) B 902

(E) B 901

(E) B 904(E) B 904

(E) B 903

(E) B 903

(E )B

(E )B

(E )B

A

(E )B

A

TYPICAL NOTE: REFER CONCRETE

BEAM/REBAR REPAIR DETAIL FOR

ALL CONCRETE BEAMS UNDER

THE UPPER FLOOR WHICH ARE IN

NEED OF REPAIRS. ALL

CONCRETE BEAMS SHOWN IN

THIS AREA SHALL BE REPAIRED

(APPROX. 260 LF OF BEAM

REPAIR).

NOTES

1. CONTRACTOR SHALL INSPECT ALL WALLS IN THE TOWER

FOR CRACKS AND FILL WITH EPOXY. PLACE SEALER ON THE

STEM WALL TO PROTECT FROM MOISTURE. THE

APPROXIMATE LENGTH OF ALL CRACKS IS 150 LINEAR FEET.

NOTES:

1. CHIP AROUND THE REBAR W/ CHISEL AND MALLET IF THE CONCRETE

IS LOOSE. ALLOW FOR 1" OF CLEARANCE.

2. SANDBLAST THE RUST FROM THE REBAR W/ THE SANDBLASTING

EQUIPMENT. ENSURE TO READ ALL OPERATION AND SAFETY

INSTRUCTIONS FOR THE SANDBLASTER BEFORE USE.

3. APPLY SEALER TO THE REBAR. COVER THE CONCRETE IN THE

BONDING AGENT. PLACE MORTAR GROATS INTO THE OPEN VOIDS IN

THE CONCRETE

CONCRETE BEAM

(V.I.F.)

(E) BOTTOM

REBAR(S)

SEE NOTE 1

SEE NOTES 2 & 3

CONCRETE BEAM/SLAB OPEN

WHERE OCCURS

V.

I.F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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S-101

BLDG 1 STRUCTURAL REPAIR

PLANS (PHASE 1) 1

PH

AS

E

1/8" = 1'-0"1 BUILDING 1 - FIFTH FLOOR/ATTIC PLANS

1/8" = 1'-0"2

BUILDING 1 - TOWER ROOF TOP

FRAMING PLAN

NTS3

CONCRETE BEAM/REBAR REPAIR

DETAIL

GFCI

117 118 119 120 121 122 123 124 125 126 127 128 1K

1L

1M

1N

1P

1Q

1R

1S

1T

1U

1V

PNL PPM

PNL RADIO

ROOM

T

ED901 2

ED901

ED901

117 118 119 120 121 122 123 124 125 126 127 128 1K

1L

1M

1N

1P

1Q

1R

1S

1T

1U

1V

ED901

117 118 119 120 121 122 123 124 125 126 127 128 1K

1L

1M

1N

1P

1Q

1R

1S

1T

1U

1V

ED901

BLDG 1 KEY PLAN

A. ALL AREAS OF THE BUILDING AFFECTED BY ELECTRICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT FINAL FINISHES. THE REPAIR WORK SHALL BE DONE TO THE OWNER'S SATISFACTION. ANY EXISTING WALL OR ROOF PENETRATIONS ABANDONED BY THE DEMOLITION WORK SHALL BE FILLED IN.

B. DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT REQUIRED TO

PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

C. REMOVE ALL EXISTING ELECTRICAL SYSTEM COMPONENTS, MATERIALS , APPARATUS, AND APPLIANCES WITHIN THE DESIGNATED PROJECT AREA, UNLESS OTHERWISE NOTED. COORDINATE WITH ALL CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED. REMOVAL SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL ASSOCIATED ATTACHMENT/MOUNTING ELEMENTS, ENCLOSURES, SWITCHES, AND UTILITY FEEDS. PATCH BUILDING FINISHES WHERE ELECTRICAL ITEMS ARE REMOVED AND ADJACENT EXISTING FINISH IS TO REMAIN.

D. THE DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PERSONNEL, CAREFUL REMOVAL AND OTHER DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED. PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND TIMELY

DISCONNECTION OF UTILITY SERVICES.

E. EXISTING WORK SHALL BE CUT, DRILLED, ALTERED, REMOVED, OR TEMPORARILY REMOVED AND REPLACED FOR PERFORMANCE OF WORK UNDER THE CONTRACT. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK.

STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK FOR INSTALLATION OF ELECTRICAL WORK.

F. UNLESS SPECIFIED OTHERWISE, ALL PIPING, WIRING, CONDUIT, AND OTHER DEVICES ASSOCIATED WITH THE EQUIPMENT NOT RE-USED IN THE NEW WORK AREA SHALL BE COMPLETELY DEMOLISHED AND REMOVED FROM THE OWNER'S PROPERTY. THIS INCLUDES ALL CONCRETE PADS, PIPE, VALVES, FITTINGS, INSULATION, AND ALL HANGERS, INCLUDING THE TOP CONNECTION AND ANY FASTENINGS TO BUILDING STRUCTURAL SYSTEMS. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF EQUIPMENT, PIPES, DUCTS, AND OTHER PENETRATIONS IN ROOF, WALLS, FLOORS, IN AN APPROVED MANNER. STRUCTURAL INTEGRITY OF THE BUILDING SYSTEM SHALL BE

MAINTAINED.

GENERAL ELECTRICAL DEMOLITION NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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PM

ED101

BLDG 1 ELECTRICAL DEMOLITION

PLANS (PHASE 2)

3/16" = 1'-0"1

B1 LEVEL 6 ELECTRICAL DEMOLITION

PLAN

3/16" = 1'-0"2

B1 LEVEL 7/8 ELECTRICAL DEMOLITION

PLAN

3/16" = 1'-0"3

B1 TOWER ELECTRICAL DEMOLITION

PLAN

KEYED NOTES

EXISTING FIBER DISTRIBUTION HUB TO BE

DEMOLISHED.

EXISTING POWER AMPLIFIERS TO BE DEMOLISHED.2

EXISTING NETWORK SWITCHES TO BE DEMOLISHED.3

EXISTING ONTARIO COUNTY RADIO REPEATER TO BE

REMOVED FOR REPLACEMENT.

PATHWAY FOR EXISTING CABLES FROM ANTENNAS TO

FIBER DISTRIBUTION HUB IN THE RADIO ROOM.

PATHWAY CONTINUES DOWN TO GROUND FLOOR OF

BLDG 1 AND IS ROUTED TO BLDG 37 DISPATCH ROOM

FOR DISTRIBUTION. ALL CABLES SHALL BE REMOVED

FROM THE ROOF ANTENNAS TO THE FIBER

DISTRIBUTION HUB IN THE RADIO ROOM

(APPROXIMATELY 75 LINEAL FEET OF CABLE TO BE

REMOVED). ALL CABLE FROM THE RADIO ROOM TO

BLDG 37 DISPATCH ROOM SHALL BE ABANDONED IN

PLACE.

6 EXISTING RADIO ANTENNA TO BE REMOVED FROM

EXTERIOR WALL. REMOVAL SHALL INCLUDE ALL

ANTENNA, MOUNTING BRACKET, AND CABLE. ALL

EXISTING CABLE PENETRATIONS AND DAMAGE TO

EXTERIOR WALLS CAUSED BY THE REMOVAL OF

MOUNTING BRACKETS SHALL BE PATCHED, REPAIRED,

AND PAINTED TO MATCH ADJACENT FINISH

(APPROXIMATELY 4 SQ-FT OF WALL SURFACE TO BE

REPAIRED AT EACH ANTENNA LOCATION).

PH

AS

E

DN

UP

DN

S2-2 S2-1

1 1

ATTIC

FLAT ROOF

FLAT ROOF

A. ALL AREAS OF THE BUILDING AFFECTED BY ELECTRICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT FINAL FINISHES. THE REPAIR WORK SHALL BE DONE TO THE OWNER'S SATISFACTION. ANY EXISTING WALL OR ROOF PENETRATIONS ABANDONED BY THE DEMOLITION WORK SHALL BE FILLED IN.

B. DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT REQUIRED TO

PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

C. REMOVE ALL EXISTING ELECTRICAL SYSTEM COMPONENTS, MATERIALS , APPARATUS, AND APPLIANCES WITHIN THE DESIGNATED PROJECT AREA, UNLESS OTHERWISE NOTED. COORDINATE WITH ALL CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED. REMOVAL SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL ASSOCIATED ATTACHMENT/MOUNTING ELEMENTS, ENCLOSURES, SWITCHES, AND UTILITY FEEDS. PATCH BUILDING FINISHES WHERE ELECTRICAL ITEMS ARE REMOVED AND ADJACENT EXISTING FINISH IS TO REMAIN.

D. THE DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PERSONNEL, CAREFUL REMOVAL AND OTHER DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED. PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND TIMELY

DISCONNECTION OF UTILITY SERVICES.

E. EXISTING WORK SHALL BE CUT, DRILLED, ALTERED, REMOVED, OR TEMPORARILY REMOVED AND REPLACED FOR PERFORMANCE OF WORK UNDER THE CONTRACT. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK.

STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK FOR INSTALLATION OF ELECTRICAL WORK.

F. UNLESS SPECIFIED OTHERWISE, ALL PIPING, WIRING, CONDUIT, AND OTHER DEVICES ASSOCIATED WITH THE EQUIPMENT NOT RE-USED IN THE NEW WORK AREA SHALL BE COMPLETELY DEMOLISHED AND REMOVED FROM THE OWNER'S PROPERTY. THIS INCLUDES ALL CONCRETE PADS, PIPE, VALVES, FITTINGS, INSULATION, AND ALL HANGERS, INCLUDING THE TOP CONNECTION AND ANY FASTENINGS TO BUILDING STRUCTURAL SYSTEMS. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF EQUIPMENT, PIPES, DUCTS, AND OTHER PENETRATIONS IN ROOF, WALLS, FLOORS, IN AN APPROVED MANNER. STRUCTURAL INTEGRITY OF THE BUILDING SYSTEM SHALL BE

MAINTAINED.

GENERAL ELECTRICAL DEMOLITION NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

G sh or tc ut

-ta rg et s-by -id

\1 Am

4f gx

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M M

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PM

ED102

BLDG 37 ATTIC/ROOF ELECTRICAL

DEMOLITION PLANS (PHASE 2)

1/8" = 1'-0"1

B37 ATTIC/ROOF ELECTRICAL

DEMOLITION PLAN

KEYED NOTES

EXISTING ROOF MOUNTED RADIO ANTENNA TO BE

DEMOLISHED.

EXISTING WALL MOUNTED ANTENNA TO BE

DEMOLISHED.

EXISTING CONDUIT TO BE DEMOLISHED BACK TO

FLOOR PENETRATION IDENTIFIED IN KEYED NOTE #4

(APPROXIMATELY 365 LINEAL FEET OF CONDUIT).

EXISTING CONDUIT FLOOR PENETRATION. ALL WIRING

AND CONDUIT BELOW ATTIC SLAB SHALL BE REMOVED

IN ITS ENTIRETY (APPROXIMATELY 135 LINEAL FEET OF

CABLE).

PH

AS

E

CONDUIT PREVIOUSLY INSTALLED DURING PHASE 1

INSTALLATION TO REMAIN. REFER TO DRAWING E-103

FOR INSTALLATION DETAILS.

GFCI

117 118 119 120 121 122 123 124 125 126 127 128 1K

1L

1M

1N

1P

1Q

1R

1S

1T

1U

1V

PNL PPM

PNL RADIO

ROOM

(PPM) - (19)

1-#10, 1-#10, 1-#10

3/4"ø EMT

RADIO ROOM

117 118 119 120 121 122 123 124 125 126 127 128 1K

1L

1M

1N

1P

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1V

117 118 119 120 121 122 123 124 125 126 127 128 1K

1L

1M

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1P

1Q

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1S

1T

1U

1V

BLDG 1 KEY PLAN

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.

B. ALL AREAS OF THE BUILDING AFFECTED BY ELECTRICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO

MATCH ADJACENT FINAL FINISHES AND REQUIRED FIRE RATING. THE REPAIR WORK SHALL BE DONE TO THE

OWNER'S SATISFACTION.

C. COORDINATE WITH ALL CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED. PATCH BUILDING FINISHES WHERE ELECTRICAL ITEMS ARE REMOVED AND ADJACENT EXISTING FINISH IS TO REMAIN.

D. PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND

TIMELY DISCONNECTION OF UTILITY SERVICES.

E. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK

FOR INSTALLATION OF ELECTRICAL WORK.

F. ALL EQUIPMENT SHALL BE PROVIDED WITH A LOCAL DISCONNECT SWITCH FOR MAINTENANCE.

GENERAL ELECTRICAL NEW WORK NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

G sh or tc ut

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\1 Am

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M M

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T2 U

9e tIJ z\ W at so n En gi ne er in g\ 1-

En gi ne er in g\

\V A\

VA

-2

-D es ig n

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.0

9.

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PM

E-101

BLDG 1 ELECTRICAL NEW WORK

PLANS (PHASE 1)

3/16" = 1'-0"1

B1 LEVEL 6 ELECTRICAL NEW WORK

PLAN

3/16" = 1'-0"2

B1 LEVEL 7 ELECTRICAL NEW WORK

PLAN

3/16" = 1'-0"3

B1 LEVEL 8 ELECTRICAL NEW WORK

PLAN

KEYED NOTES

PROVIDE FOUR (4) NEW BASE RADIO STATIONS FOR

CAMPUS SUBSCRIBERS. SUBSCRIBERS INCLUDE FIRE

DEPARTMENT, POLICE DEPARTMENT, ENGINEERING/

MAINTENANCE SHOPS, AND GROUNDS AND

TRANSPORTATION OFFICE. REFER TO "RADIO

EQUIPMENT ELECTRICAL COORDINATION SCHEDULE"

ON SHEET E-601 FOR BASIS OF DESIGN EQUIPMENT

SELECTION AND ADDITIONAL INFORMATION.

PROVIDE NEW 2700W UNINTERRUPTIBLE POWER

SUPPLY SIZED FOR 17 MINUTE RUN TIME. REFER TO

"RADIO EQUIPMENT ELECTRICAL COORDINATION

SCHEDULE" ON SHEET E-601 FOR BASIS OF DESIGN

EQUIPMENT SELECTION AND ADDITIONAL

INFORMATION.

PATHWAY FOR NEW CABLES FROM ANTENNAS TO

BASE RADIO STATIONS ON LEVEL 6. ALL CABLES SHALL

BE CONCEALED IN 3/4" CONDUIT FOR THE ENTIRE RUN

AND SHALL FOLLOW THE PATH OF THE EXISTING

CABLING DOWN TO THE RADIO ROOM (APPROXIMATELY

75 LINEAL FEET OF CABLE AND CONDUIT TO BE

INSTALLED).

PROVIDE NEW NEMA L5-30P RECEPTACLE FOR UPS

POWER SUPPLY.

NEW VERY HIGH FREQUENCY (VHF) OMNIDIRECTIONAL

ANTENNA TO BE INSTALLED ON NON-PENETRATING

TRIPOD MOUNT. SEE 5/E-501 FOR MOUNTING DETAIL,

AND REFER TO "RADIO EQUIPMENT ELECTRICAL

COORDINATION SCHEDULE" ON SHEET E-601 FOR BASIS

OF DESIGN EQUIPMENT SELECTION AND ADDITIONAL

INFORMATION.

6 NEW RECEIVER MULTICOUPLER RACK TO BE

INSTALLED. REFER TO "RADIO EQUIPMENT ELECTRICAL

COORDINATION SCHEDULE" ON SHEET E-601 FOR BASIS

OF DESIGN EQUIPMENT SELECTION AND ADDITIONAL

INFORMATION.

PH

AS

E

REF.

BLDG 37 KEY PLAN

PNL RPEM-BB

OPERATOR SUITE

SERVER ROOM

WHEELCHAIR

STORAGE

(RPEM-BB) - (3)

1-#8, 1-#8, 1-#8

3/4"ø EMT

1 1

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.

B. ALL AREAS OF THE BUILDING AFFECTED BY ELECTRICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO

MATCH ADJACENT FINAL FINISHES AND REQUIRED FIRE RATING. THE REPAIR WORK SHALL BE DONE TO THE

OWNER'S SATISFACTION.

C. COORDINATE WITH ALL CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED. PATCH BUILDING FINISHES WHERE ELECTRICAL ITEMS ARE REMOVED AND ADJACENT EXISTING FINISH IS TO REMAIN.

D. PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND

TIMELY DISCONNECTION OF UTILITY SERVICES.

E. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK

FOR INSTALLATION OF ELECTRICAL WORK.

F. ALL EQUIPMENT SHALL BE PROVIDED WITH A LOCAL DISCONNECT SWITCH FOR MAINTENANCE.

GENERAL ELECTRICAL NEW WORK NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

G sh or tc ut

-ta rg et s-by -id

\1 Am

4f gx

Kh 1N aH Sg

M M

-W y-

Q cI

T2 U

9e tIJ z\ W at so n En gi ne er in g\ 1-

En gi ne er in g\

\V A\

VA

-2

-D es ig n

R ad io U pg ra de s, C an an da ig ua

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.0

9.

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1:

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PM

E-102

BLDG 37 BASEMENT ELECTRICAL

NEW WORK PLAN (PHASE 1)

1/2" = 1'-0"1

B37 BASEMENT ELECTRICAL NEW

WORK PLAN

KEYED NOTES

PROVIDE THREE (3) NEW DISPATCH CONSOLES AT

EXISTING OPERATOR DESK. MONITOR LOCATIONS TO

BE DETERMINED BASED ON AVAILABLE DESK SPACE. A

FOURTH DISPATCH CONSOLE SHALL BE PROVIDED AT

THE CAMPUS FIRE HOUSE IN BUILDING 16.

COORDINATE WITH VA STAFF TO DETERMINE FINAL

LOCATION OF DISPATCH CONSOLE. REFER TO "RADIO

EQUIPMENT ELECTRICAL COORDINATION SCHEDULE"

ON SHEET E-601 FOR BASIS OF DESIGN EQUIPMENT

SELECTION AND ADDITIONAL INFORMATION.

2 PROVIDE NEW MOTOROLA ASTRO 25 K1 CORE (OR

APPROVED EQUIVALENT) IN EXISTING SERVER RACK.

RACK SHALL HOST THE FOLLOWING ITEMS:

• ARCHIVING INTERFACE SERVER

• LOGGING RECORDER

• FREQUENCY SYNCHRONIZING SERVER

• UNIFIED EVENT MANAGER/CONFIGURATION

MANAGER

• DISPATCH CONTROLLER (X6)

• SHORT-HAUL CONTROL STATION COMBINER

• CONVENTIONAL CHANNEL GATEWAY

PH

AS

E

3 PROVIDE NEW ELECTRICAL CIRCUIT FROM PANEL

RPEM-BB TO THE NEW SERVER RACK EQUIPMENT

(APPROXIMATELY 50 LINEAL FEET OF WIRE AND

CONDUIT; SEE PLAN FOR WIRE AND CONDUIT SIZES).

DN

UP

DN

S2-2 S2-1

ATTIC

FLAT ROOF

FLAT ROOF

3/4"ø EMT

5 5

A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK.

B. ALL AREAS OF THE BUILDING AFFECTED BY ELECTRICAL DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO

MATCH ADJACENT FINAL FINISHES AND REQUIRED FIRE RATING. THE REPAIR WORK SHALL BE DONE TO THE

OWNER'S SATISFACTION.

C. COORDINATE WITH ALL CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF WORK FOR SYSTEMS TO BE REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED. PATCH BUILDING FINISHES WHERE ELECTRICAL ITEMS ARE REMOVED AND ADJACENT EXISTING FINISH IS TO REMAIN.

D. PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND

TIMELY DISCONNECTION OF UTILITY SERVICES.

E. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN, WITHOUT AUTHORIZATION OF THE ENGINEER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE, OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK

FOR INSTALLATION OF ELECTRICAL WORK.

F. ALL EQUIPMENT SHALL BE PROVIDED WITH A LOCAL DISCONNECT SWITCH FOR MAINTENANCE.

GENERAL ELECTRICAL NEW WORK NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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E-103

BLDG 37 ATTIC/ROOF ELECTRICAL

NEW WORK PLAN (PHASE 1)

1/8" = 1'-0"1

B37 ATTIC/ROOF ELECTRICAL NEW

WORK PLAN

KEYED NOTES

1 PROVIDE NEW GPS ANTENNA MOUNTED TO EXTERIOR

WALL OF BUILDING 37. PROVIDE WALL MOUNTING

BRACKET ON WALL FOR INSTALLATION OF GPS

ANTENNA. REFER TO TYPICAL WALL MOUNTING

BRACKET DETAIL ON SHEET E-501 FOR ADDITIONAL

REQUIREMENTS. ANTENNA SHALL BE MOUNTED TO

BRACKET IN ACCORDANCE WITH ANTENNA

MANUFACTURER REQUIREMENTS.

2 PROVIDE NEW VERY HIGH FREQUENCY (VHF)

OMNIDIRECTIONAL ANTENNA TO BE INSTALLED ON

NON-PENETRATING TRIPOD MOUNT. SEE 5/E-501 FOR

MOUNTING DETAIL, AND REFER TO "RADIO EQUIPMENT

ELECTRICAL COORDINATION SCHEDULE" ON SHEET

E-601 FOR BASIS OF DESIGN EQUIPMENT SELECTION

AND ADDITIONAL INFORMATION.

3 PROVIDE NEW 3/4" EMT CONDUIT FOR RADIO

COMMUNICATION CABLING. NEW CONDUIT SHALL BE

RAN ALONGSIDE THE EXISTING COMMUNICATION

CABLE CONDUIT IN THE ATTIC AS SHOWN.

4 PROVIDE NEW FLOOR PENETRATION FOR COAXIAL

COMMUNICATION CABLING. NEW CABLE SHALL BE

CONCEALED IN 3/4" CONDUIT FOR THE ENTIRE RUN AND

SHALL FOLLOW THE PATH OF THE EXISTING CABLING

DOWN TO THE SERVER ROOM EQUIPMENT IN THE

BASEMENT FLOOR OF BUILDING 37. THE APPROXIMATE

LENGTH OF NEW CABLING AND CONDUIT IS 200'.

PH

AS

E

5 EXISTING CONDUIT FOR EXISTING RADIO ANTENNA

EQUIPMENT TO REMAIN THROUGHOUT PHASE 1.

REFER TO DRAWING ED102 FOR PHASE 2 DEMOLITION

WORK.

LENGTH AS REQUIRED

CONDUIT CLAMP.

SIZE AS REQUIRED

INTEGRAL

GALVANIZED

LIPPED STEEL

MOUNTING

CHANNEL

REFER TO PLANS FOR

QUANTITY & SIZE OF

CONDUITS

GENERAL NOTES:

1. INTEGRAL GALVANIZED LIPPED STEEL MOUNTING

CHANNEL LONGER THAN 915mm (36") SHALL BE

INSTALLED WITH A CENTER SUPPORT ROD.

2. FASTEN THREADED ROD TO STRUCTURE BY APPROVED

METHOD PER SPECIFICATION 26 05 33, RACEWAY AND

BOXES FOR ELECTRICAL SYSTEMS. FIELD VERIFY

EXACT CONDITIONS.

3. FOR TRAPEZE INSTALLATIONS IN SEISMIC AREAS REFER

TO SPECIFICATION SECTION 13 05 41, SEISMIC

RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL

COMPONENTS.

LOCKING SQUARE

WASHER & LOCKNUT

3/8" MIN GALVANIZED

THREADED ROD

WASHER &

LOCKNUT

INTEGRAL

GALVANIZED

LIPPED STEEL

MOUNTING

CHANNEL

CONDUIT, TYP MINERAL WOOL

(FIRMLY PACKED)

FIRESTOP SEALANT

PER SECTION 07 84 00,

FIRESTOPPING

JUNCTION BOX

(SIZE AS REQUIRED)

CONDUIT FITTING

SPRING

NUT, TYP

INTEGRAL GALVANIZED

LIPPED STEEL MOUNTING

CHANNEL, TYP.FLOOR SLAB,

TYP. STEEL EXPANSION

ANCHOR, TYP

(3/8") MAX

CONDUIT CLAMP.

SIZE AS REQUIRED

INTEGRAL

GALVANIZED

LIPPED STEEL

MOUNTING

CHANNEL

REFER TO PLANS

FOR QUANTITY & SIZE

OF CONDUITS

LOCKING SQUARE

WASHER &

LOCKNUT

3/8" MIN GALVANIZED

THREADED ROD, TYP.

UV-INHIBITED

POLYCARBONATE OR HIGH-

DENSITY POLYPROPYLENE

PLASTIC BLOCK, LENGTH AS

REQUIRED

2"

4"

1" 1" 1"2"

1 1/2" TYP

1" 5/ 8"

1/4" DIA.

MOUNTING

HOLES TYP.

OF (4)

BASE CLAMP/

BRACKET

3/8" DIA. HOLE

TYP. OF (6)

3/8" x 5/8" HEX

HEAD BOLT

3/8" LOCK WASHER

3/8" FLAT WASHER &

3/8" LOCK WASHER

1/4" THICK

CU BAR

2'-0" MIN

1/4" DIA.

HOLE TYP

OF (8)

GENERAL NOTES:

1. ALL HARDWARE SHALL BE STAINLESS STEEL.

2. PROVIDE 1 MOUNTING POINT PER 12" OF BAR LENGTH.

3. HOLES MAY BE ADDED IF REQUIRED.

SECTION

STEEL

EXPANSION

ANCHOR

INSULATOR

3/8" FLAT WASHER

INSTALL BALLAST

UNIFORMLY DISTRIBUTED

OVER ALL PANELS

SUPPORT TUBE

SUPPORT ARM (TYP.)

3'-0" 3'-0"

BASE CLAMP/

BRACKET

GENERAL NOTES:

1. ALL HARDWARE SHALL

BE STAINLESS STEEL.

SECTION

STEEL

EXPANSION

ANCHOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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E-501

ELECTRICAL DETAILS

NTS1 CONDUIT TRAPEZE MOUNTING DETAIL

NTS2 FLOOR SLAB PENETRATION DETAIL

NTS3 ROOF CONDUIT SUPPORT DETAIL

NTS4 GROUNDING BAR DETAIL

1 & 37

NTS5

NON-PENETRATION ANTENNA ROOF

MOUNT

NTS6

TYPICAL WALL MOUNTING BRACKET

DETAIL

ARCHIVING

INTERFACE

SERVER

LOGGING

RECORDER

FREQUENCY

SYNCHRONIZING

SERVER

GPS ANTENNA

P25 RADIO

SOFTWARE

UNIFIED EVENT MANAGER (UEM)/

CONFIGURATION MANAGER (CM)

WORKSTATION

CONVENTIONAL

CHANNEL

GATEWAY

DISPATCH

CONTROLLER

(ONTARIO COUNTY)

DISPATCH

CONTROLLER

(ROCHESTER PD)

DISPATCH

CONTROLLER

(LOCAL VHF)

DISPATCH

CONTROLLER

(LOCAL VHF)

DISPATCH

CONTROLLER

(LOCAL VHF)

DISPATCH

CONTROLLER

(LOCAL VHF)

BACKHAUL SWITCH

SHORT-HAUL

CONTROL STATION

COMBINER

ALL-BAND

OMNIDIRECTIONAL

ANTENNA

BLDG 37 IT ROOM

DISPATCH

CONSOLE

DISPATCH

CONSOLE

DISPATCH

CONSOLE

BLDG 37 DISPATCH ROOM

RECEIVER

MULTICOUPLER

VHF

OMNIDIRECTIONAL

ANTENNA

VHF

OMNIDIRECTIONAL

ANTENNA

VHF BASE RADIO

(VA FIRE

DEPARTMENT)

VHF BASE RADIO

(VA POLICE

DEPARTMENT)

VHF BASE RADIO

(VA EMS)

VHF BASE RADIO

(VA GROUND

TRANSPORT)

UPS

BLDG 1 PENTHOUSE

DISPATCH

CONSOLE

BLDG 16 FIRE HOUSE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD SUBMISSIONOffice 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

PhaseARCHITECT/ENGINEER OF RECORD MEP Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Architect:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827 (607)223-4334

ThinkForm Design Architects LLC 38 East Broad Street Hopewell, NJ 08525

(855) 821-0274

DESIGN RADIO UPGRADES

CANANDAIGUA VA MEDICAL CENTER

528A5-21-502

09/21/2023 EMW MPL

Structural Engineer:

Leake Engineering, LLC 101 W Eagle Rd. #189 Havertown, PA 19083

(215) 645-4437

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VA

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1:

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PM

E-601

ELECTRICAL SCHEDULES AND

DIAGRAMS

"PANEL TOTALS" REPRESENT ONLY NEW LOADS TO BE ADDED TO THE EXISTING PANEL.

Notes:

Total Est. Demand Current: 10 A Total Conn. Current: 10 A

Total Est. Demand: 3600 VA Total Conn. Load: 3600 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22

19 NEMA L5-30P RECEPTACLE FOR UPS 30 A 1 20

17 1 20 A RECEPTACLE (EXIST) 18

15 1 20 A GLYMATIC G-18 (EXIST) 16

5TH FLOOR AIR COMPRESSOR (EXIST) 15 A 3

1 20 A DDC CONTROL PANEL 5TH FLOOR (EXIST) 14

11 12 9 10

P-1 (EXIST) 15 A 3 3 15 A P-2 (EXIST)

5 6 3 4

AHU-1 (EXIST) 20 A 3 3 20 A EF-1 (EXIST)

CKT Circuit Description Trip Poles Poles Trip Circuit Description CKT

EXISTING PANEL TO REMAIN

Notes:

Enclosure: Type 1 MCB Rating: 125 A Mounting: Surface Wires: 4 Mains Rating: 600 A

Supply From: Phases: 3 Mains Type: MLO Location: RADIO ROOM - Volts: 120/208 Wye A.I.C. Rating: 22k

Branch Panel: PPM

NORMAL POWER SWITCHBOARD - CKT 16

NTS1 RADIO SYSTEM SCHEMATIC DIAGRAM

RADIO EQUIPMENT ELECTRICAL COORDINATION SCHEDULE

BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

MODEL NUMBER DESCRIPTION LOCATION

ELECTRICAL PHYSICAL DATA

NOTES

VOLTAGE

[V] PHASE

FREQUENCY

[HZ]

LOAD

[W] L [IN] W [IN] H [IN]

WEIGHT

[LBS]

MOTOROLA SOLUTIONS VOICE PROCESSING MODEL (VPM), Z2 MINI PC ARCHIVING INTERFACE SERVER B37 IT ROOM 120 1 60 240 16 18 - 2 MOTOROLA SOLUTIONS DL360G10 SERVER, Z2 MINI PC, MONITOR LOGGING RECORDER B37 IT ROOM 120 1 60 1244 - 2 SMITHS INTERCONNECT TRAK8835 FREQUENCY SYNCHRONIZING SERVER B37 IT ROOM 120 1 60 23 - 2 MOTOROLA SOLUTIONS ASTRO K1 CORE P25 RADIO SYSTEM SOFTWARE B37 IT ROOM 120 1 60 3100 21 24 90 520 1

TRAK8835 (INCLUDED WITH FREQ. SYNC. SERVER) GPS ANTENNA B37 ROOF - - - - 82 - - - MOTOROLA SOLUTIONS Z2 MINI PC, MONITOR UNIFIED EVENT MANAGER / CONFIGURATION MANAGER B37 IT ROOM 120 1 60 206 - 2 MOTOROLA SOLUTIONS APX ALL BAND CONSOLETTE DISPATCH CONTROLLER B37 IT ROOM 120 1 60 50 16 18 4 20 2

RFI AMERICAS CS0496-0805-31 SHORT-HAUL CONTROL STATION COMBINER B37 IT ROOM 120 1 60 50 - 2 STI-CO IOAK-QB-A/V/U/C ALL-BAND OMNIDIRECTIONAL ANTENNA B37 ROOF - - - - 36 36 35.5 15

MOTOROLA SOLUTIONS MCG 8000 CONVENTIONAL CHANNEL GATEWAY B37 IT ROOM 120 1 60 48 - 2 MOTOROLA SOLUTIONS MCC 7500E DISPATCH CONSOLE B37 DISPATCH ROOM 120 1 60 180 8 5 2 2

RFI WIRELESS COL51-174 VHF OMNIDIRECTIONAL ANTENNA B1 TOWER ROOF - - - - 29 29 82 24 dBSpectra DSRMC0608AAN RECEIVER MULTICOUPLER B1 RADIO ROOM 120 1 60 15 3

MOTOROLA SOLUTIONS GTR 8000 VHF BASE RADIO B1 RADIO ROOM 120 1 60 435 19 18 5 46 3 LIEBERT GXT5-3000 UNINTERRUPTIBLE POWER SUPPLY (2700W) B1 RADIO ROOM 120 1 60 3600 21 17 4 66

1. SUB-SYSTEM INCLUDES ONE (1) LAN SWITCH, ONE (1) BACKHAUL SWITCH, ONE (1) CORE ROUTER, AND ONE (1) SITE CONTROLLER.

2. MOUNTED IN SERVER RACK LOCATED IN BLDG 37 IT ROOM; POWER SUPPLIED FROM SURGE PROTECTIVE DEVICE

3. MOUNTED IN SERVER RACK LOCATED IN BLDG 1 RADIO ROOM (LEVEL 6); POWER SUPPLIED FROM SURGE PROTECTIVE DEVICE IN THE POWER DISTRIBUTION UNIT.

4. IN ADDITION TO THE EQUIPMENT IDENTIFIED IN THIS SCHEDULE, THE FOLLOWING MOBILE EQUIPMENT SHALL BE PROVIDED (ALL MODEL NUMBER INFORMATION IS FOR BASIS OF DESIGN PURPOSES ONLY):

- FORTY (40) MOTOROLA APX 8000 ALL-BAND PORTABLE RADIOS

- SEVEN (7) MOTOROLA APX 8500 ALL-BAND MOBILE RADIOS

- ONE (1) MOTOROLA APX 8500 BASE STATION

- FIFTY (50) MOTOROLA APX N30 SINGLE BAND PORTABLE TWO-WAY RADIO

- SIX (6) MOTOROLA APX 4500 SINGLE BAND MOBILE RADIOS

- ONE (1) MOTOROLA APX 4500 BASE STATION

NOTES

16 18 16 18

16 18

16 18

16 18

-16 18 2

SMITHS INTERCONNECT

1 & 37

"PANEL TOTALS" REPRESENT ONLY NEW LOADS TO BE ADDED TO THE EXISTING PANEL.

Notes:

Total Est. Demand Current: 9 A Total Conn. Current: 9 A

Total Est. Demand: 3100 VA Total…