36C24218B0555-003.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

TITLE PAGE

T101

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN REPLACEMENT

SYRACUSE VAMC, NCO 2, BUILDING 1, ROOM CL06, SYRACUSE, NY 13210

CONTRACT NO: VA242-17-C-0162

PROJECT NO: 528A7-17-720

SHEET NUMBER

AD101

DRAWING INDEX

VICINITY: NTS

VICINITY MAPAERIAL MAP

T101

AERIAL: NTS

PROJECT LOCATION

PROJECT LOCATION

OCCUPANCY GROUP V

IBC 2015 (NYS)

APPLICABLE CODES

REINFORCING STEEL IBC 1908.4

CONCRETE FORMING ACI 318: 26.10.1 (b)

NFPA 101 - LIFE SAFETY (2018)

C.I.P. ANCHORS ACI 318: 17.8.2

SPECIAL INSPECTIONS

EXISTING FREEZER FOOTPRINT: 226 SQFT

PROPOSED FREEZER FOOTPRINT: 325 SQFT

CONSTRUCTION AREA FOOTPRINT: 845 SQFT

PROPOSED SLABS FOOTPRINT: 352 SQFT

PROJECT DATA

PROPOSED WALLS FOOTPRINT: 42 SQFT

SEISMIC REGION C

PG-18-10 - VA DESIGN MANUALS

DRAWING TITLE

TITLE PAGE

A501

S101

S501

S502

M102

M601

ED101

E101

NOTESG101

DEMOLITION PLAN

DOOR SCHEDULE AND DETAILS

STRUCTURAL PLAN

STRUCTURAL DETAILS

STRUCTURAL SECTION VIEWS

PROPOSED MECHANICAL REFRIGERATION PLAN

MECHANICAL SCHEDULES, NOTES, AND DETAILS

PROPOSED ELECTRICAL PLAN

FP101

ELECTRICAL DEMOLITION PLAN

FIRE PROTECTION PLAN

A101 ARCHITECTURAL PLAN

M101 MECHANICAL DUCTWORK PLAN

NFPA70 - NATIONAL ELECTRIC CODE (2017)

AutoCAD SHX Text

OCCUPANCY TYPE

AutoCAD SHX Text

APPLICABLE CODES

AutoCAD SHX Text

SPECIAL INSPECTIONS

AutoCAD SHX Text

SQUARE FOOTAGES

AutoCAD SHX Text

SEISMIC REGION

GENERAL CONSTRUCTION NOTES:

1. UNLESS INDICATED OTHERWISE, ALL PROPOSED WORK ON

THESE DRAWINGS SHALL BE CONSIDERED NEW

CONSTRUCTION, USING NEW MATERIALS AND EQUIPMENT.

2. INSTALL ALL MATERIALS IN ACCORDANCE WITH

MANUFACTURES RECOMMENDATIONS.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND CONDITIONS OF EXISTING CONSTRUCTION AND

REPORT ANY INCONSISTENCIES TO THE ENGINEER

BEFORE PROCEEDING WITH WORK AFFECTED BY SUCH

INCONSISTENCIES. THE CONTRACTOR IS RESPONSIBLE

FOR OBTAINING THE INTENT OF THE DESIGN AS SHOWN

ON THE PLANS. ACTUAL CONDITIONS SHALL GOVERN

OVER WRITTEN DIMENSIONS, WRITTEN DIMENSIONS SHALL

GOVERN OVER ACTUAL DRAWING REPRESENTATION.

ATTEMPTS TO UTILIZE SCALING OR ELECTRONIC MEANS

TO DETERMINE QUANTITY TAKE-OFF MAY BE AFFECTED BY

NOT TO SCALE ITEMS. THE ENGINEER IS NOT

RESPONSIBLE FOR, AND SHALL NOT BE HELD LIABLE FOR

THE ACCURACY OF RESULTS OF SUCH TAKE OFFS.

4. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND

LOCAL LAWS, RULES AND REGULATIONS CONCERNING

CONSTRUCTION SAFETY AND HEALTH.

5. THE CONTRACTOR SHALL NOT INSTALL ITEMS AS SHOWN

ON THE PLANS WHEN IT IS OBVIOUS THAT FIELD

CONDITIONS ARE DIFFERENT THAN SHOWN IN THE

DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER, IN THE EVENT THE

CONTRACTOR DOES NOT NOTIFY THE ENGINEER, THE

CONTRACTOR ASSUMES FULL RESPONSIBILITY AND

EXPENSE FOR ANY REVISIONS NECESSARY. THE

ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR

THE CONTRACTOR'S FAILURE TO CARRY OUT THE

CONSTRUCTION WORK IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS, NOR SHALL THE ENGINEER BE

REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK

OR THE CONSTRUCTION PROCEDURES AND SAFETY

PROCEDURES FOLLOWED BY THE CONTRACTOR OR THE

SUBCONTRACTOR OR THEIR RESPECTIVE EMPLOYEES OR

BY ANY OTHER PERSON A THE JOB SITE OTHER THAN

THAT OF THE ENGINEER'S EMPLOYEES.

6. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING

THE COURSE OF CONSTRUCTION OF THIS PROJECT,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;

THAT THIS REQUIREMENT SHALL APPLY 24 HOURS A DAY

AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY

DAMAGE TO PROPERTY AND/OR ITEMS ON PROPERTY,

EXISTING OR NEW, SHALL BE REPAIRED AND/OR PAID FOR

BY THE RESPONSIBLE PARTY.

7. CONTRACTOR SHALL NOT INTERFERE WITH THE DAILY

OPERATIONS OF THE HOSPITAL, IT'S PERSONNEL, OR IT'S

CUSTOMERS AT ANY POINT DURING THE CONSTRUCTION

PROCESS.

8. CONCRETE F'c = 5,000 P.S.I. @ 28 DAYS WITH 5.0% - 9.0%

ENTRAINED AIR.

9. REINFORCING STEEL TO BE WIRE TIED AND HELD IN PLACE

WITH PLASTIC CHAIR AND REBAR STIRRUPS AS NEEDED.

10. ALL STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE

60.

11. ALL STEEL REINFORCEMENT COVER SHALL BE 3" UNLESS

OTHERWISE NOTED.

12. INFECTION CONTROL NOTES LOCATED IN SPEC SECTION

01 35 26.

GENERAL NOTES AND SPECIFICATION FOR WALK-IN FREEZER

CONSTRUCTION

1. EACH PANEL SHALL CONSIST OF INNER AND OUTER METAL

SKINS, A 4” INSULATION CORE, AND BE EQUIPPED WITH

CAM-ACTION LOCKING DEVICES. THE LOCKING DEVICES

SHALL BE OPERABLE FROM INSIDE THE WALK-IN.

CONSTRUCTION SHALL BE AS APPROVED BY THE NSF

INTERNATIONAL AND SHALL BEAR THE NSF® SEAL OF

APPROVAL. ALL PANELS SHALL BE CONNECTED TO ONE

ANOTHER (E.G. TONGUE AND GROOVE) THROUGH THE

CORE INSULATION OF THE ADJACENT PANEL. THE

RESULTANT CONNECTION JOINT SHALL BE SEALED AT

BOTH SIDES BY DOUBLE BARRELED NSF® APPROVED

GASKETS. IN ORDER TO AVOID FUTURE SWELLING AND

MOLD FORMATION, NO WOOD SHALL BE PERMITTED IN THE

MANUFACTURE OF THE TONGUE AND GROOVE PANEL

PROFILE.

2. WALL PANEL INSULATION SHALL BE 4” THICK, HIGH

QUALITY, EXTRUDED POLYSTYRENE OR FOAMED-IN-PLACE

POLYURETHANE, MODULAR PANELS JOINED BY NOT LESS

THAN THREE (3) CAM-LOCK TYPE OR OTHER EQUIVALENT

DEVICES; GASKET TO SEAL BETWEEN PANELS; R-32 OR

GREATER.

3. EXTRUDED POLYSTYRENE WALLS: ALL WALL INSULATION

SHALL BE 4” THICK, HIGH QUALITY, RIGID, EXTRUDED

POLYSTYRENE, 1.6 LB DENSITY. K FACTOR OF NOT MORE

THAN 0.125 AND AN R FACTOR OF NO LESS THAN 8.1 PER

INCH, INITIAL FRESH R-32.4 MINIMUM TOTAL WALL R

FACTOR. VAPOR TRANSMISSION SHALL BE LESS THAN 1

PERM AND FOAM CORE MATERIAL MUST MEET UL 5 FLAME

SPREAD RATING WITH AVERAGE SMOKE RATING LESS

THAN 165 (UL 723 TEST).

4. FOAMED-IN-PLACE POLYURETHANE WALLS: ALL WALL AND

CEILING INSULATION SHALL BE 4" THICK, HIGH QUALITY

FOAMED IN- PLACE POLYURETHANE, 2.2 LB. DENSITY. K

FACTOR OF NOT MORE THAN .125 AND AN R FACTOR OF

NO LESS THAN 8 PER INCH, INITIAL FRESH R-32 MINIMUM

TOTAL WALLS R FACTOR. VAPOR TRANSMISSION SHALL BE

LESS THAN 1 PERM AND FOAM CORE MATERIAL MUST

MEET: UL FOAM CORE 25 FLAME SPREAD RATING WITH

AVERAGE SMOKE RATING LESS THAN 450. (ASTM E-84)

5. CEILING: PANEL INSULATION SHALL BE 4” THICK, HIGH

QUALITY, EXTRUDED POLYSTYRENE OR FOAMED-IN-PLACE

POLYURETHANE, MODULAR PANELS JOINED BY NOT LESS

THAN THREE (3) CAM-LOCK DEVICES OR OTHER

EQUIVALENT DEVICES; GASKET TO SEAL BETWEEN

PANELS; R-32 OR GREATER.

6. EXTRUDED POLYSTYRENE CEILINGS: ALL CEILING

INSULATION SHALL BE 4” THICK, HIGH

QUALITY, RIGID, EXTRUDED POLYSTYRENE, 1.6 LB

DENSITY. K FACTOR OF NOT MORE THAN 0.125 AND AN R

FACTOR OF NO LESS THAN 8.1 PER INCH, INITIAL FRESH

R-32.4 MINIMUM TOTAL WALL R FACTOR. VAPOR

TRANSMISSION SHALL BE LESS THAN 1 PERM AND FOAM

CORE MATERIAL MUST MEET UL 5 FLAME SPREAD RATING

WITH AVERAGE SMOKE RATING LESS THAN 165 (UL 723

TEST).

7. FOAMED IN-PLACE POLYURETHANE CEILINGS: ALL WALL

AND CEILING INSULATION SHALL BE 4” THICK, HIGH

QUALITY, FOAMED IN-PLACE POLYURETHANE, 2.2 LB

DENSITY. K FACTOR OF NOT LESS THAN 0.141 AND AN

R-FACTOR OF NOT LESS THAN 7.1 PER INCH, INITIAL FRESH

R-28.4 MINIMUM TOTAL WALL R FACTOR. VAPOR

TRANSMISSION SHALL BE LESS THAN 1 PERM AND FOAM

CORE MATERIAL MUST MEET: UL FOAM CORE 25 FLAME

SPREAD RATING WITH AVERAGE SMOKE RATING LESS

THAN 450. (ASTM E-84).

8. EXTERIOR FINISH: 26 GUAGE STUCCO EMBOSSED

GALVANIZED STEEL.

9. INTERIOR WALL PANEL FINISH: 26 GUAGE STUCCO

EMBOSSED GALVANIZED STEEL.

10. CEILING PANEL FINISH: 26 GUAGE STUCCO EMBOSSED

GALVANIZED STEEL.

11. FLOOR FINISH: 22 GAUGE SMOOTH STAINLESS STEEL.

12. PANEL DIMENSIONS-MAXIMUM PANEL WIDTH: 47”.

13. FLOOR: PREFABRICATED FLOOR PANELS MUST HAVE R-28

RATING OR GREATER; ALLOWABLE STATIONARY LOAD OF

600 POUNDS PER SQ. FT. WHEN PLACED ON A

CONTINUOUS CONCRETE SLAB-SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

14. DOORS: R-32 OR GREATER. DOOR SHALL BE FLUSH

MOUNTED, POSITIONED AND HINGED; PROVIDED WITH

SUITABLE SWEEP AND MAGNETIC GASKETS, DOOR

CLOSER, ONE PRE-WIRED VAPOR PROOF LIGHT FIXTURE,

LIGHT SWITCH WITH PILOT LIGHT, DIAL THERMOMETER,

MANUAL INTERNAL LOCK OVERRIDE, CHROME PLATED

CAM LIFT HINGES, CHROME PLATED DOOR LATCHES WITH

STRIKE.

14.1. FREEZER DOORS SHALL HAVE A UL APPROVED

HEATER WIRE ON ALL FOUR SIDES. FREEZER DOORS

SHALL INCLUDE A HEATED PRESSURE RELIEF PORT IN

THE ADJACENT PANEL.

14.2. HINGES: ONE CAM-LIFT SPRING ASSISTED

SELF-CLOSING HINGE AND ONE CAM-LIFT HINGE.

14.3. HANDLE: KASON OR COMPONENT EQUIVALENT WITH

STEEL REINFORCED PLATE INSIDE DOOR PANEL, PULL

DOOR HANDLE WITH CYLINDER LOCK, PADLOCK HOLE

AND INTERIOR SAFETY RELEASE; PROVIDE COMMON

KEY FOR ALL WALK-IN DOORS.

14.4. DOOR CLOSER: KASON OR SPRING ASSISTED

COMPARABLE.

14.5. VISION PANEL: NOT LESS THAN 150 SQUARE INCHES;

HEATED; TRIPLE PANE GLASS.

14.6. KICK PLATE: 1/8” THICK ALUMINUM DIAMOND-TREAD

PLATE ON BOTH SIDES OF DOOR AND FRAME; EXTEND

FROM DOOR BOTTOM TO DOOR HANDLE; SECURE

WITH STAINLESS STEEL SCREWS; SEAL PERIMETER

WITH SILICONE.

14.7. LED LIGHT - SINGLE LIGHT FIXTURE.

14.8. INTERNAL RAMP: 30” DEEP, 22 GAUGE STAINLESS

STEEL, EXTRUDED

POLYSTYRENE; THREE - 8” NON-SKID STRIPS, NSF

APPROVED.

14.9. EXTERNAL RAMP: 30” DEEP, ¼” STEEL DIAMOND TREAD

PLATE, PAINTED SAFETY YELLOW.

14.10. ELECTRICAL: WIRE SURFACE MOUNTED ON DOOR

PANEL TO JUNCTION BOX TOP OF DOOR.

14.11. THERMOMETER: INSTALLED FLUSH-MOUNT ON HINGE

SIDE OF DOOR PANEL, DIGITAL WITH ALARM.

15. PRESSURE RELIEF PORT: PROVIDE HEATED RELIEF PORT

LOCATED IN EXPOSED WALL

16. LIGHTS: LED, SINGLE BULB.

17. SPRINKLER HEADS: CUT HOLES FOR EXISTING SPRINKLER

HEADS; PROVIDE STAINLESS STEEL TRIM CAP AND SEAL

HOLES.

18. INSTALLATION: MANUFACTURER APPROVED DEALER

SHALL BE RESPONSIBLE FOR INSTALLATION.

MANUFACTURER SHALL SUPPLY A SET OF INSTALLATION

INSTRUCTIONS AND LAY-OUT DRAWINGS. ALL PANELS

SHALL HAVE PANEL IDENTIFICATION CORRESPONDING

WITH THE LAY-OUT DRAWING TO FACILITATE RAPID AND

ACCURATE FIELD ERECTION.

19. REFRIGERATION SYSTEM: COMPLETE OPERATING SYSTEM

CONSISTING OF A CONDENSING UNIT AND AN

EVAPORATOR COIL. SEE SIZING CALCULATIONS FOR UNIT

REQUIREMENTS.

19.1. CONDENSING UNIT: AIR-COOLED CONDENSER WITH

BALL-BEARING PERMANENTLY LUBRICATED FAN

MOTOR. CONDENSER FAN MOTORS OF UNDER 1 H.P.

MUST USE ELECTRONICALLY COMMUTATED (EC)

MOTORS OR PERMANENT SPLIT CAPACITATOR-TYPE

(PSP) MOTORS; SPLASH LUBRICATION SYSTEM USING

MOBIL EAL ARCTIC 22 POLYESTER SYNTHETIC

REFRIGERATION OIL; OIL SIGHT GLASS; REMOVABLE

OIL DRAIN PLUG; LABEL INDICATING OIL USED;

HIGH/LOW PRESSURE CONTROL; SUCTION LINE

FILTER; SUCTION AND DISCHARGE SERVICE VALVES

AND COPPER/BRASS VIBRATION ISOLATORS;

RECEIVER WITH FUSIBLE PLUG OR RELIEF VALVE;

LIQUID LINE SHUT-OFF VALVE; SIGHT GLASS;

MOLECULAR SIEVE FILTER DRYER; MAIN POWER

SUPPLY FUSED DISCONNECT SWITCH.

19.2. EVAPORATOR COIL: FORCED CONVECTION STYLE;

MATCH TO CONDENSING UNIT AND SUSPEND WITH AIR

DISCHARGED PARALLEL TO THE CEILING; LIFETIME

SEALED MOTORS WITH INHERENT MOTOR

PROTECTION; EVAPORATOR FAN MOTORS OF UNDER 1

HP AND LESS THAN 460 VOLTS MUST USE

ELECTRONICALLY COMMUTATED (EC) MOTORS;

ENCLOSE COIL SECTION AND FANS WITHIN ALUMINUM

HOUSING. PROVIDE ELECTRIC HEATER AND

CONTROLS FOR POSITIVE AUTOMATIC DEFROST.

INSTALLATION SHALL HANG USING PLASTIC OR NYLON

FASTENERS; SPREAD COIL WEIGHT EVENLY OVER

CEILING PANELS; SUPPORT LONG SPAN CEILING

PANELS AS REQUIRED.

DEMOLITION NOTES:

1. REMOVAL AS DESCRIBED HEREIN SHALL BE

ACCOMPLISHED WITHOUT STORING EXCESSIVE

QUANTITIES OF ANY MATERIALS, RUBBISH, DIRT, DEBRIS,

OR WASTE OF ANY SORTS RESULTING FROM THE

REMOVAL OPERATIONS.

2. ALL DEBRIS SHALL BE REMOVED FROM THE

CONSTRUCTION SITE DAILY.

3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO

MAINTAIN FREE PROTECTED ACCESS OF ALL TENANTS,

SERVICE PERSONNEL AND THE PUBLIC THROUGH THE

AREAS INVOLVED.

4. THE CONTRACTOR SHALL REVIEW WITH ENGINEER OF

RECORD, ANY AND ALL ITEMS OF DEMOLITION NOT

IMPLIED OR SPECIFIED ON DRAWINGS OR SPECIFICATIONS

AND TO INCLUDE SUCH COSTS IN BID UNLESS OTHERWISE

ADVISED.

5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND

SERVICES AND PERFORM ALL OPERATIONS REQUIRED

FOR DEMOLITION OF THE EXISTING ASPHALT AND

RELATED WORK AS DESCRIBED AND SPECIFIED HEREIN,

AND AS MAY BE REASONABLY IMPLIED AS NECESSARY TO

COMPLETE THE WORK IN ALL RESPECTS.

6. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF

ALL APPLICABLE REFERENCE SPECIFICATIONS AND TO

GOVERNING BUILDING CODES AND REQUIREMENTS OF

AUTHORITIES HAVING JURISDICTION.

7. CONTRACTOR TO PROVIDE DUST BARRIER FOR

PROTECTION OF EXISTING AREAS TO REMAIN AS

REQUIRED.

8. WHEN DEMOLITION TAKES PLACE, SHOULD ANY WORK

AFFECT THE INTEGRITY OF THE STRUCTURE, WORK MUST

STOP IMMEDIATELY , AND ENGINEER NOTIFIED. UNDER NO

CIRCUMSTANCES SHALL REINFORCING OF ANY KIND BE

DAMAGED, CUT OR BROKEN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

NOTES

G101

WELDING NOTES:

1. WELD TO ADJOINING ANGLE AND BOLT ANGLE IRON TO

EXISTING STEEL BEAM.

2. CONTRACTOR TO CONTINUOUSLY WELD PROPOSED

STEEL PLATE TO EXISTING BEAM (IN 2" INCREMENTS).

ALLOW SECTION TO COOL BEFORE CONTINUING.

3. ALL ANGLE IRON TO BE ASTM A-36 OR GREATER.

4. USE E70 SERIES WELDING ELECTRODES.

5. CONTRACTOR TO INSTALL BOLTS PER MANUFACTURER

INSTRUCTIONS.

SCALE: 3/8" = 1'-0"

DEMOLITION PLAN

F1

NOTES:

1. PLAN VIEW IS DRAWN BASED OFF OF AS-BUILT DRAWINGS FROM

ORIGINAL DATE OF CONSTRUCTION.

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. IF THERE ARE ANY

DEVIATIONS FROM THE DIMENSIONS SHOWN ON THESE DRAWINGS,

CONTACT THE COR IMMEDIATELY.

3. SEE SHEET A501 FOR EXISTING DOOR SCHEDULE.

4. CONTRACTOR TO ENSURE CONTINUED ACCESS IS AVAILABLE TO CL08A

THROUGH CL08 FOR VA STAFF FOR THE ENTIRE DURATION OF THE

PROJECT. CONTRACTOR TO SEQUENCE WORK TO ENSURE ACCESS TO

CL08A AT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR

IS TO ENSURE THAT THERE IS AT LEAST 8 FEET OF SPACE FROM THE

EXTERIOR WALL TO THE CONSTRUCTION WALL IN CL08; ANY DEVIATION

OF THIS IS TO BE REVIEWED WITH THE COR PRIOR TO THE

CONSTRUCTION OF THE 2 HOUR FIRE BARRIER.

5. THE CONTRACTOR IS TO ENSURE THAT THERE IS AT LEAST A 36" PATH

OF EGRESS IN CORR 30A FOR EGRESS TRAFFIC; ANY DEVIATION OF

THIS IS TO BE REVIEWED BY THE COR PRIOR TO INSTALLATION OF 2

HOUR FIRE BARRIER WALL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

AD101

2-HOUR

CONSTRUCTION

BARRIER

DOOR TO BE

REMOVED

COLUMN

LINES

DEMOLITION PLAN

L M N O

L M N O

CL06

CL08

CL08A

CORRIDOR C30A

CL61

EXISTING DOOR TO AND FRAME TO BE DEMOLISHED.

EXISTING DOOR AND CARD READER TO BE REMOVED AND

RELOCATED/REPLACED WITH NEW DOOR AND FRAME.

DOOR TO MATCH EXISTING COMPOSITION AND COLOR

PALETTE. CONTRACTOR TO REUSE EXISTING CARD

READER FOR PROPOSED DOOR. CONTRACTOR TO INFILL

WALLS WHERE EXISTING DOOR IS LOCATED WITH

EXISTING WALL COMPOSITION UNLESS OTHERWISE

NOTED ON DRAWINGS.

EXISTING DOOR AND FRAME TO BE REMOVED.

CONTRACTOR TO PROVIDE TEMPORARY SHORING

BEFORE INFILLING WALLS WHERE DOOR IS LOCATED

WITH EXISTING WALL COMPOSITION UNLESS OTHERWISE

NOTED ON DRAWINGS.

EXISTING WALL TO BE REMOVED AND REPLACED.

CONTRACTOR TO PROVIDE TEMPORARY SHORING TO BE

IMPLEMENTED DURING TRANSITIONAL PERIOD FOR

PROPOSED SLAB.

CONTRACTOR TO REMOVE AND RELOCATE EXISTING AIR

CONDITIONING UNIT AND ASSOCIATED PIPING.

WALLS TO BE

DEMOLISHED

4 44

4 4 4

DOOR TAGS

(SEE A501 FOR

DOOR SCHEDULE)

CONTRACTOR TO PERFORM

ABATEMENT, AS REQUIRED, FOR

POTENTIAL ASBESTOS CONTAINING

MATERIAL ON EXISTING PIPES

CL15

WALL TAGS

(SEE B7/A101)

CONTRACTOR TO PERFORM

ABATEMENT, AS REQUIRED, FOR

POTENTIAL ASBESTOS CONTAINING

MATERIAL ON EXISTING PIPES

AutoCAD SHX Text

DEMOLITION NOTES

SYMBOL LEGEND

WALL REINFORCING AS

SPECIFIED IN FIELD

CMU

COMPRESSIBLE FILLER W/

SEALANT (FIRE RESISTIVE

JOINT SYSTEM AT RATED

PARTITIONS)

UNDERSIDE OF STRUCTURE

ABOVE

FINISHED CEILING

FIELD VERIFY

SCALE: 3/8" = 1'-0"

PROPOSED FLOOR PLAN

F1

NOTES:

1. PLAN VIEW IS DRAWN BASED OFF OF AS-BUILT DRAWINGS FROM

ORIGINAL DATE OF CONSTRUCTION.

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. IF THERE ANY

DEVIATION FROM THE DIMENSIONS SHOWN ON THESE DRAWINGS,

CONTACT THE COR IMMEDIATELY.

3. SEE SHEET A501 FOR PROPOSED DOOR SCHEDULE AND DETAILS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

A101

ARCHITECTURAL PLAN

L M N O

L M N O

2-HOUR

CONSTRUCTION

BARRIER

COLUMN

LINES

PROPOSED

NEW DOOR

CONTRACTOR TO PATCH WALL WHERE REQUIRED.

PROPOSED NEW DOOR AND FRAME TO MATCH EXISTING

COMPOSITION AND COLOR PALETTE. CONTRACTOR TO

REUSE EXISTING CARD READER FOR PROPOSED DOOR

LOCATION. SEE DOOR SCHEDULE FOR ADDITIONAL

DETAILS.

CONTRACTOR TO PROVIDE OPENING FOR PROPOSED

COOLER DOOR.

PROPOSED WALL COMPOSITION TO MATCH EXISTING

COMPOSITION OF MASONRY WALLS OR APPROVED

EQUIVALENT. CONTRACTOR TO REMOVE TEMPORARY

SHORING IMPLEMENTED DURING TRANSITIONAL PERIOD

UPON COMPLETION OF FABRICATED WALLS.

CONTRACTOR TO RELOCATE EXISTING AIR CONDITIONING

UNIT AND ASSOCIATED PIPING.

CONTRACTOR TO INSTALL 24" SOLID SURFACE MATERIAL

COUNTER AND MOUNT AT STANDING HEIGHT (42" AFF).

CONTRACTOR TO MODIFY INTERIOR FENCING FOR ROOM

CL08 TO MATCH EXISTING.

PROPOSED

WALLS

4 4

4 4

CL06

CL08

CL08A

CORRIDOR C30A

CL61

CL15

DOOR TAGS

(SEE A501 FOR

DOOR SCHEDULE)

2X4 STUD WALL - TEMPORARY WALL

GYP. BOARD (2 LAYER EACH SIDE)

UNDERSIDE OF

STRUCTURE

ABOVE

TOP PLATE

(2) LAYER OF 5/8"

GWB AT EACH SIDE

BOTTOM PLATE

2X4 WOOD STUD

@ 12" SPACING

FINISHED FLOOR

1WALL TAG -

SCALE: NTS

PARTITION ASSEMBLY DESIGNATION DETAILS (TYP.) - 2 HR FIRE RATED

B7

ASSEMBLY DESIGNATION - M SERIES

CMU PARTITION

2WALL TAG -

WALL TAGS

(SEE B7/A101)

PROPOSED SOLID

SURFACE MATERIAL

COUNTER

PROPOSED

INTERIOR

FENCING

AutoCAD SHX Text

KEYED NOTES

FIELD

VERIFY

F I E

L D

V

E R

I F

Y

DTF

TYPICAL FRAME

JP

JP

TYP.

F W

T Y

P

PARTITION THICKNESS

FIELD VERIFY

PARTITION THICKNESS

FIELD VERIFY

STEEL REINF.

CMU WALL

W/ BOND BEAM HEADER

SEAL ALL EDGES, ALL

SIDES TYP.

COLOR TO MATCH

WALL COLOR

GROUT FRAME

SOLID, TYP.

CMU WALL

W/ BOND BEAM HEADER

PUNCH & DIMPLE FRAME W/ 3/8" DIA

HOLE COUNTERSUNK INTO FRAME

WITH A 5" SLEEVE ANCHOR. INSTALL

EPOXY ANCHOR IN HOLE TO

ANCHOR FRAME TO EXISTING CMU

WALL (3 HOLES FOR HEAD)

SEAL ALL EDGES, ALL SIDES TYP.

COLOR TO MATCH WALL COLOR

GROUT FRAME SOLID, TYP.

STEEL REINF.

2" MIN

4" TYP

FINISHED FACE OF

INTERSECTING

PARTITION

SEAL ALL EDGES,

ALL SIDES TYP.

COLOR TO MATCH

WALL COLOR

JAMB ANCHOR

CMU WALL

FRAME JAMB

GROUT FRAME

SOLID, TYP.

CMU WALL

2" MIN

4" TYP FINISHED FACE OF

INTERSECTING PARTITION

SEAL ALL EDGES, ALL SIDES TYP.

COLOR TO MATCH WALL COLOR

PUNCH & DIMPLE FRAME W/ 3/8"

DIA HOLE COUNTERSUNK INTO

FRAME WITH A 5" SLEEVE

ANCHOR. INSTALL EPOXY

ANCHOR IN HOLE TO ANCHOR

FRAME TO EXISTING CMU WALL

(3 HOLES FOR DOOR JAMB AND

2 HOLES FOR TRANSOM JAMB)

FRAME JAMB

GROUT FRAME SOLID, TYP.

P A

R T

I T

I O

N

T

H I C

K N

E S

S

P A

R T

I T

I O

N

T

H I C

K N

E S

S

NOTES:

1. PLAN VIEW IS DRAWN BASED OFF OF AS-BUILT DRAWINGS FROM

ORIGINAL DATE OF CONSTRUCTION.

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. IF THERE ANY

DEVIATION FROM THE DIMENSIONS SHOWN ON THESE DRAWINGS,

CONTACT THE COR IMMEDIATELY.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

A501

DOOR SCHEDULE AND

DETAILS

SIZE DOORS

DOOR SCHEDULE

FRAMES

BASEMENT FLOOR

D O

O R

N

W I D

T H

H E

I G

H T

T Y

P E

M A

T E

R I A

L

T H

I C

K N

E S

S

T Y

P E

M A

T E

R I A

L

H E

A

T L

J A

M B

L

S I L

L

D

T L

L A

B E

L

G L

A S

S

H D

W

G

O

U P

R E

M A

R K

S

CL08 4' - 4 1/2" 7' - 0" VLT HM 1-3/4" VIF HM D1/A501 D1/A501

SCALE: NTS

PROPOSED DOOR SCHEDULE

F7

HM HOLLOW METAL

DOOR SCHEDULE REMARKS

1. DOOR IS TO BE EQUIPPED WITH CARD READER ACCESS

2. PROVIDE AUTOMATIC OPERATORS

3. PUSH PLATE OPERATOR

4. DOOR SHALL COMPLY WITH NFPA 101, SECTION 18.2.2.2.6.

DOOR SCHEDULE LEGEND

1 1, 5

SIZE DOORS

DOOR SCHEDULE

FRAMES

BASEMENT FLOOR

CL06 3' - 6" 7' - 0" VIF VIF 1-3/4" VIF VIF -

CL08A 7' - 0" 7' - 0" VIF VIF VIF VIF VIF -

D O

N

W I D

T H

H E

I G

H T

T Y

P E

M A

T E

R I A

L

T H

I C

K N

E S

S

T Y

P E

M A

T E

R I A

L

H E

A

L

J A

B

L

S I L

L

D

T L

L A

B E

L

G L

A S

S

H D

W

G

O

U P

R E

M A

R K

S

CL08 4' - 4 1/2" 7' - 0" VIF VIF VIF VIF VIF -

SCALE: NTS

EXISTING DOOR SCHEDULE

E7

VIF --

VIF --

VIF --

5. CONTRACTOR SHALL MATCH EXISTING DOOR, FRAME AND HARDWARE AS

CLOSELY AS POSSIBLE.

SCALE: NTS

FRAMING INSTALLATION DETAILS (TYP.)

F1

JAMB DETAIL - MASONRY

HEAD DETAIL - MASONRY

VIF CONTRACTOR TO VERIFY IN FIELD

DOOR HARDWARE REMARKS

1. ALL PROPOSED DOORS TO BE YALE 8800 SERIES OR APPROVED EQUIVALENT.

SCALE: NTS

DOOR TYPES (TYP.)

C7

F

FLUSH

SCALE: NTS

FRAME TYPES - DOORS (TYP.)

C9

HEAD DETAIL - MASONRY

JAMB DETAIL - MASONRY

S130 S130S130S130

S130 S130 S130 S130

S129S129 S129 S129

S128S128 S128 S128

S127

S127

S127

S127 S127 S127 S127 S127 S118 S118 OPEN

OPENOPENOPENS118S119S119S119S119S119S119S122S122 S121

S118

P.1 Q.1 R.1

L'

CL55

MECHANICAL

CL51

CL51

CL49

CL50

CL52

CL46

CL46A

CL56

CL62

CL61

CL56

CORRIDOR

SCALE: 1/8" = 1'-0"

PLAN VIEW OF PROPOSED SLABS

F1

NOTES:

1. PLAN VIEW IS DRAWN BASED OFF OF AS-BUILT DRAWINGS FROM

ORIGINAL DATE OF CONSTRUCTION.

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. IF THERE ANY

DEVIATION FROM THE DIMENSIONS SHOWN ON THESE DRAWINGS,

CONTACT THE COR IMMEDIATELY.

SCALE: 1/8" = 1'-0"

EXISTING BASEMENT SLAB LAYOUT

C1

PROPOSED SLABS TO BE REMOVED.

SEE DETAIL F1/S501.

EXISTING REFRIGERATOR FOOTPRINT

SLAB TO BE

REMOVED &

REPLACED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

S101

PROPOSED LOCATION OF NEW DOOR,

DOOR FRAME AND RELOCATED EXISTING

CARD READER TO ALLOW ACCESS TO CL08

2-HOUR

CONSTRUCTION

BARRIER

DOOR TO BE

REMOVED

COLUMN

LINES

EXISTING DOOR AND FRAME TO BE

DEMOLISHED; EXISTING CARD READER

TO BE REMOVED FOR RELOCATION.

EXISTING DOOR AND DOOR FRAME TO

BE REMOVED

PROPOSED

NEW DOOR

STRUCTURAL PLAN

L M N O

KJ

L M N OKJ P Q R

CONTRACTOR TO SAW CUT FOR CONNECTION BETWEEN

EXISTING AND PROPOSED SLABS

EXISTING DOOR TO BE REMOVED

PROPOSED FREEZER

FOOTPRINT

DOOR TAGS

(SEE A101 FOR

DOOR SCHEDULE)

WALL TAGS

(SEE B7/A101)

PROPOSED

INTERIOR

FENCING

DECK

DIRECTION

7"

4 3/4"

12"

36"

3"

SCALE: 1/2" = 1'-0"

PLAN VIEW OF PROPOSED NEW SLAB (TYP.)

F1

NOTES:

1. EXISTING BEAM DIMENSIONS ARE DRAWN BASED OFF OF AS-BUILT DRAWINGS PROVIDED BY

GOVERNMENT. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS FOR EXISTING BEAMS. IF THERE ANY

DEVIATION FROM THE DIMENSIONS OR DETAILS SHOWN ON THESE DRAWINGS, CONTACT THE COR

IMMEDIATELY.

2. CONCRETE F'C = 5,000 P.S.I. @ 28 DAYS WITH 5.0% - 9.0% ENTRAINED AIR.

3. ALL PROPOSED CONCRETE SHALL BE CURED FOR A MINIMUM OF 28 DAYS.

4. ALL STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE 60.

5. ALL STEEL REINFORCEMENT SHALL HAVE A 3" COVER UNLESS NOTED OTHERWISE.

6. ALL STEEL REINFORCEMENT SHALL BE WIRE TIED.

7. CONCRETE PROPERTIES SHALL MEET THE FOLLOWING REQUIREMENTS.

7.1. STRENGTH: AS NOTED ON DRAWINGS.

7.2. MAX W/C = .45.

7.3. AIR = 5%+-1%.

7.4. SLUMP: 4" +-1".

8. DETAILS OF REINFORCING NOT SHOWN IN THESE PLANS SHALL BE DONE IN ACCORDANCE WITH ACI 315

AND ACI 318.

9. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SLAB REBAR AND ENSURE PROPER DOWELING

CONNECTION BETWEEN EXISTING AND PROPOSED CONCRETE SLABS.

PROPOSED 18'-3 1/2" X 9'-7 1/2" CONCRETE SLAB

9'-7 1/2"

SCALE: NTS

TYPICAL DECK DETAILS

D1

5,000 PSI CONCRETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

STRUCTURAL DETAILS

S501

VIEW A-A

DETAIL F1

ON S502

VIEW B-B

DETAIL F5

ON S502

SCALE: NTS

DECK ANGLE IRON SUPPORT CONNECTION DETAIL (TYP.)

F5

RIBBED COMPOSITE DECKING. USE

VULCRAFT 3VLI18 OR APPROVED

EQUIVALENT. SEE DETAIL D1/S101.

PROPOSED 18'-3 1/2" X 9'-7 1/2"

CONCRETE SLAB

EXISTING CONCRETE SLAB

5,000 PSI CONCRETE

PROPOSED L5-1/2" X 5-1/2" X 1/2"

PROPOSED 4" FREEZER FLOOR

4"

6"

5 1/2"

5 1/2"

EXISTING 18WF95

MANUFACTURER APPROVED

MOISTURE PROOF MEMBRANE

5"

1'-9 7/8"

TYP.

5/16"

5/16"

1/2" NEOPRENE MEMBRANE OR

APPROVED EQUIVALENT

NOTES:

1. EXISTING BEAM DIMENSIONS ARE DRAWN BASED OFF OF AS-BUILT DRAWINGS PROVIDED BY

GOVERNMENT. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS FOR EXISTING BEAMS. IF

THERE ANY DEVIATION FROM THE DIMENSIONS OR DETAILS SHOWN ON THESE DRAWINGS,

CONTACT THE COR IMMEDIATELY.

2. CONTRACTOR TO CONTINUOUSLY WELD PROPOSED ANGLE IRON TO EXISTING BEAM.

3. CONTRACTOR TO MATCH EXISTING FINISH FLOOR ELEVATION.

4. CONTRACTOR TO VERIFY THAT THERE IS SUFFICIENT CONCRETE COVERAGE (3") FROM TOP

OF EXISTING BEAM TO EXISTING FINISH FLOOR ELEVATION.

5. CONTRACTOR TO SAW CUT ENTIRE PERIMETER OF NEW DEPRESSED SLAB LOCATION.

6. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNIT UNTIL PROPOSED CONCRETE HAS

ADEQUATE TIME TO CAST.

7. CONCRETE F'C = 5,000 P.S.I. @ 28 DAYS WITH 5.0% - 9.0% ENTRAINED AIR.

8. CONTRACTOR TO USE STEEL FIBERS PER SECTION SDI C-2011 OF IBC 2015.

9. USE CONCRETE FIBER SOLUTIONS CFS 150-5 OR APPROVED EQUIVALENT.

10. CONTRACTOR TO ADD 6 X 6 - W1.4 X W1.4 REINFORCING MESH IN UPPER THIRD OF

CONCRETE ABOVE THE COMPOSITE DECK PER MANUFACTURES RECOMMENDATIONS.

SCALE: 3' = 1'-0"

PROPOSED NEW W8X24 BEAM CONNECTION TO EXISTING BEAM (TYP.)

C5

10" X 10" X 3/8" STEEL PLATE, GRADE 60

PROPOSED W8X24 BEAM ACROSS CENTER

OF 9'-7 1/2" SPAN

TYP.

10"

10"

1 1/2"

7"

SECTION C-C

RIBBED COMPOSITE DECKING. USE

VULCRAFT 3VLI18 OR APPROVED

EQUIVALENT. SEE DETAIL D1/S101.

*PROPOSED W8X24 BEAM NOT SHOWN FOR CLARITY*

PROPOSED W8X24 BEAM

3/4" DIAMETER A325 BOLTS IN SLOTTED HOLES

SECTION

C-C

3/4" DIAMETER A325 BOLTS IN

SLOTTED HOLES, WITH 1/8" WASHER

3"

3"

10" X 10" X 3/8" STEEL PLATE,

GRADE 60

PROPOSED L5

" X 5

" X

5 1/2"

4'-9 3/4"

PROPOSED 7/8" X 12" PSD12/#6TX SPEED DOWEL OR APPROVED

EQUIVALENT @ 12" SPACING O.C.

PROPOSED L5

" X 5

" X

EXISTING 5" CONCRETE SLAB

1'

18'-3 1/2"

STEEL NOTES:

1. WELD TO ADJOINING ANGLE AND BOLT ANGLE IRON TO EXISTING STEEL BEAM.

2. CONTRACTOR TO CONTINUOUSLY WELD PROPOSED STEEL PLATE TO EXISTING BEAM (IN 2"

INCREMENTS). ALLOW SECTION TO COOL BEFORE CONTINUING.

3. ALL ANGLE IRON TO BE ASTM A-36 OR GREATER.

4. USE E70 SERIES WELDING ELECTRODES.

5. CONTRACTOR TO INSTALL BOLTS PER MANUFACTURER INSTRUCTIONS.

6. BOLTS TO BE GRADE 60 OR APPROVED EQUIVALENT.

7. W8X24 BEAM TO BE GRADE 60 STRUCTURAL STEEL OR APPROVED EQUIVALENT.

PROPOSED 7/8" X 12" PSD12/#6TX

SPEED DOWEL OR APPROVED

EQUIVALENT @ 12" SPACING O.C.

1 1/2"

1'

PROPOSED 7/8" X 12" PSD12/#6TX

SPEED DOWEL OR APPROVED

EQUIVALENT @ 12" SPACING O.C.

STEEL NOTES:

1. WELD TO ADJOINING ANGLE AND BOLT ANGLE IRON TO

EXISTING STEEL BEAM.

2. CONTRACTOR TO CONTINUOUSLY WELD PROPOSED STEEL

PLATE TO EXISTING BEAM (IN 2" INCREMENTS). ALLOW

SECTION TO COOL BEFORE CONTINUING.

3. ALL ANGLE IRON TO BE ASTM A-36 OR GREATER.

4. USE E70 SERIES WELDING ELECTRODES.

5. CONTRACTOR TO INSTALL BOLTS PER MANUFACTURER

INSTRUCTIONS.

6. BOLTS TO BE GRADE 50 OR APPROVED EQUIVALENT.

7. W8X24 BEAM TO BE GRADE 60 STEEL OR APPROVED

EQUIVALENT.

STEEL NOTES:

1. WELD TO ADJOINING ANGLE AND BOLT ANGLE IRON TO

EXISTING STEEL BEAM.

2. CONTRACTOR TO CONTINUOUSLY WELD PROPOSED STEEL

PLATE TO EXISTING BEAM (IN 2" INCREMENTS). ALLOW

SECTION TO COOL BEFORE CONTINUING.

3. ALL ANGLE IRON TO BE ASTM A-36 OR GREATER.

4. USE E70 SERIES WELDING ELECTRODES.

5. CONTRACTOR TO INSTALL BOLTS PER MANUFACTURER

INSTRUCTIONS.

6. BOLTS TO BE GRADE 60 OR APPROVED EQUIVALENT.

7. W8X24 BEAM TO BE GRADE 60 STRUCTURAL STEEL OR

APPROVED EQUIVALENT.

NOTES:

1. EXISTING BEAM DIMENSIONS ARE DRAWN BASED OFF OF AS-BUILT DRAWINGS PROVIDED BY

GOVERNMENT. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS FOR EXISTING BEAMS. IF

THERE ANY DEVIATION FROM THE DIMENSIONS OR DETAILS SHOWN ON THESE DRAWINGS,

CONTACT THE COR IMMEDIATELY.

2. CONTRACTOR TO CONTINUOUSLY WELD PROPOSED ANGLE IRON TO EXISTING BEAM.

3. CONTRACTOR TO MATCH EXISTING FINISH FLOOR ELEVATION.

4. CONTRACTOR TO VERIFY THAT THERE IS SUFFICIENT CONCRETE COVERAGE (3") FROM TOP

OF EXISTING BEAM TO EXISTING FINISH FLOOR ELEVATION.

5. CONTRACTOR TO SAW CUT ENTIRE PERIMETER OF NEW DEPRESSED SLAB LOCATION.

6. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNIT UNTIL PROPOSED CONCRETE HAS

ADEQUATE TIME TO CAST.

7. CONCRETE F'C = 5,000 P.S.I. @ 28 DAYS WITH 5.0% - 9.0% ENTRAINED AIR.

8. CONTRACTOR TO USE STEEL FIBERS PER SECTION SDI C-2011 OF IBC 2015.

9. USE CONCRETE FIBER SOLUTIONS CFS 150-5 OR APPROVED EQUIVALENT.

10. CONTRACTOR TO ADD 6 X 6 - W1.4 X W1.4 REINFORCING MESH IN UPPER THIRD OF

CONCRETE ABOVE THE COMPOSITE DECK PER MANUFACTURES RECOMMENDATIONS.

1 1/2"

EXISTING 5" CONCRETE SLAB

AutoCAD SHX Text

3VLI18 FLOOR DECK

AutoCAD SHX Text

ESTCODE

ESTCODE

NOTES:

1. EXISTING BEAM DIMENSIONS ARE DRAWN BASED OFF OF AS-BUILT

DRAWINGS PROVIDED BY GOVERNMENT. CONTRACTOR TO FIELD VERIFY

ALL DIMENSIONS AND LOCATIONS FOR EXISTING BEAMS. IF THERE ANY

DEVIATION FROM THE DIMENSIONS OR DETAILS SHOWN ON THESE

DRAWINGS, CONTACT THE COR IMMEDIATELY.

2. CONCRETE F'C = 5,000 P.S.I. @ 28 DAYS WITH 5.0% - 9.0% ENTRAINED AIR.

3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SLAB REBAR AND

ENSURE PROPER DOWELING CONNECTION BETWEEN EXISTING AND

PROPOSED CONCRETE SLABS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

STRUCTURAL SECTION

VIEWS

S502

SCALE: 3/4" = 1'-0"

B-B SECTION VIEW OF EXISTING SLAB

C5

SCALE: 3/4" = 1'-0"

A-A SECTION VIEW OF EXISTING SLAB

C1

SCALE: 3/4" = 1'-0"

B-B SECTION VIEW OF PROPOSED SLAB

F5

RIBBED COMPOSITE DECKING. USE

VULCRAFT 3VLI18 OR APPROVED

EQUIVALENT. SEE DETAIL D1/S501.

EXISTING 5" CONCRETE SLAB

EXISTING CONCRETE SLAB

5,000 PSI CONCRETE

NOTES:

1. CONCRETE F'C = 5,000 P.S.I. @ 28 DAYS WITH 5.0% - 9.0% ENTRAINED

AIR.

2. VULCRAFT EXTERIOR BEARING LENGTH OF 2.5 INCHES.

3. VULCRAFT INTERIOR BEARING LENGTH OF 5 INCHES.

4. SHEET STEEL FOR GALVANIZED DECK SHALL CONFORM TO ASTM A653

(A653M) STRUCTURAL QUALITY, WITH MINIMUM YIELD STRENGTH OF 33

PSI (230 MPa).

5. CONTRACTOR TO ADD 6 X 6 - W1.4 X W1.4 REINFORCING MESH IN

UPPER THIRD OF CONCRETE ABOVE THE COMPOSITE DECK PER

MANUFACTURES RECOMMENDATIONS.

6. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SLAB REBAR

AND ENSURE PROPER DOWELING CONNECTION BETWEEN EXISTING

AND PROPOSED CONCRETE SLABS.

7. PROPOSED FREEZER FLOOR SHALL BE NOTCHED OVER EXISTING

I-BEAM, AS REQUIRED.

MANUFACTURER APPROVED MOISTURE

PROOF MEMBRANE

6"

PROPOSED W8X24 BEAM. SEE

DETAIL C5/S501 FOR CONNECTION.

PROPOSED 4" FREEZER FLOOR

1'-9 7/8"

SCALE: 3/4" = 1'-0"

A-A SECTION VIEW OF PROPOSED SLAB

F1

RIBBED COMPOSITE DECKING. USE VULCRAFT

3VLI18 OR APPROVED EQUIVALENT. SEE DETAIL

D1/S501.

EXISTING CONCRETE SLAB

PROPOSED L5 1/2" X 5 1/2" X

1/2". SEE DETAIL F5/S501 FOR

CONNECTION (TYP.)

PROPOSED 5" CONCRETE SLAB

NOTES:

1. CONCRETE F'C = 5,000 P.S.I. @ 28 DAYS WITH 5.0% - 9.0%

ENTRAINED AIR.

2. VULCRAFT EXTERIOR BEARING LENGTH OF 2.5 INCHES.

3. VULCRAFT INTERIOR BEARING LENGTH OF 5 INCHES.

4. SHEET STEEL FOR GALVANIZED DECK SHALL CONFORM TO

ASTM A653 (A653M) STRUCTURAL QUALITY, WITH MINIMUM

YIELD STRENGTH OF 33 PSI (230 MPa).

5. CONTRACTOR TO ADD 6 X 6 - W1.4 X W1.4 REINFORCING

MESH IN UPPER THIRD OF CONCRETE ABOVE THE

COMPOSITE DECK PER MANUFACTURES

RECOMMENDATIONS.

6. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING

SLAB REBAR AND ENSURE PROPER DOWELING

CONNECTION BETWEEN EXISTING AND PROPOSED

CONCRETE SLABS.

7. CONTRACTOR SHALL VERIFY FREEZER FLOOR DIMENSIONS

PRIOR TO CASTING CONCRETE.

MANUFACTURER APPROVED

MOISTURE PROOF MEMBRANE

PROPOSED L5 1/2" X 5 1/2" X 1/2". SEE

DETAIL F5/S501 FOR CONNECTION (TYP.)

PROPOSED 4" FREEZER FLOOR

12'-5"

5"

1/2" NEOPRENE MEMBRANE OR

APPROVED EQUIVALENT (TYP.)

1/2" NEOPRENE MEMBRANE

OR APPROVED EQUIVALENT

EXISTING CONCRETE SLAB TO REMAIN

EXISTING CONCRETE BEAM

WITH 18WF114 EMBEDDED

EXISTING CONCRETE BEAM

WITH 18WF95 EMBEDDED

EXISTING CONCRETE SLAB TO REMAIN

5"

5"

EXISTING CONCRETE BEAM WITH 16WF60

EMBEDDED; CONTRACTOR SHALL DEMOLISH

CONCRETE ON INTERIOR SIDE OF BEAM, AS SHOWN

EXISTING CONCRETE BEAM

WITH 16WF64 EMBEDDED

PROPOSED W8X24 TO SPAN ACROSS

CENTER OF SECTION. SEE DETAIL

C5/S501 FOR CONNECTION.

5"

5"

PROPOSED 7/8" X 12" PSD12/#6TX

SPEED DOWEL OR APPROVED

EQUIVALENT @ 12" SPACING O.C.

5"

PROPOSED 18'-3

" X 9'-7

" CONCRETE SLAB

CONTRACTOR SHALL

DEMOLISH EXISTING

CONCRETE AROUND BEAM

CONTRACTOR SHALL DEMOLISH

EXISTING CONCRETE AROUND

INTERIOR SIDE OF BEAMS (TYP.)

EXISTING CONCRETE BEAM WITH

16WF60 EMBEDDED; CONTRACTOR

SHALL DEMOLISH CONCRETE ON

INTERIOR SIDE OF BEAM, AS SHOWN

5'-5 1/2" 3'-9"

264'-4"

M

D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

SCALE: 1/4" = 1'-0"

MECHANICAL DUCTWORK DEMOLITION FLOOR PLAN

F2

CORRIDOR 30A

WALK-IN

FREEZER CL06

EQUIPMENT

STORAGE ROOM

CL08

CL04

BL04

BL06A

CL09

EQUIPMENT

STORAGE ROOM

CL08A

M N O

M N O

SCALE: 1/4" = 1'-0"

PROPOSED MECHANICAL DUCTWORK FLOOR PLAN

F5

CORRIDOR 30A

WALK-IN

FREEZER CL06

EQUIPMENT

STORAGE ROOM

CL08

CL04

BL04

BL06A

CL09

EQUIPMENT

STORAGE ROOM

CL08A

M N O

M N O

RELOCATE EXISTING SUPPLY AND

RETURN DUCTWORK THROUGH ROOM

CL06 AT A BOTTOM OF DUCT ELEVATION

NO LESS THAN 8'-8" AFF TO ALLOW FOR

FREEZER/ COOLER INSTALLATION.

EXISTING DUCTWORK SHALL

BE CUT AND REROUTED TO

ALLOW FOR INSTALLATION

OF FREEZER/ COOLER. SEE

VIEW F5 FOR PROPOSED

DUCTWORK ROUTING AND

ELEVATION.

MECHANICAL DEMOLITION NOTES:

1. ALL AREAS OF THE BUILDING AFFECTED BY MECHANICAL DEMOLITION WORK SHALL BE

PATCHED AND REPAIRED TO MATCH ADJACENT FINAL FINISHES. THE REPAIR WORK SHALL BE

DONE TO THE OWNER'S SATISFACTION.

2. DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO

EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION ACTIVITIES INDICATED.

3. REMOVE ALL EXISTING MECHANICAL SYSTEM COMPONENTS, MATERIALS , APPARATUS, AND

APPLIANCES WITHIN THE DESIGNATED PROJECT AREA, UNLESS OTHERWISE NOTED.

COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND

PLUMBING CONTRACT DOCUMENTS FOR ADDITIONAL SCOPE OF WORK FOR SYSTEMS TO BE

REMOVED OR RETAINED TO EXTENT REQUIRED TO PERFORM NEW CONSTRUCTION

ACTIVITIES INDICATED.

4. 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.

5. 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.

GENERAL MECHANICAL NOTES:

1. ALL MECHANICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AND STATE

REGULATIONS FOR THE STATE OF NEW YORK.

2. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF DUCTWORK AND DIFFUSERS WITH

LIGHTS, EQUIPMENT, AND CEILING GRID.

3. DRAWINGS ARE DIAGRAMMATIC AND GENERALLY INDICATIVE OF THE WORK. ALL SYSTEMS

SHALL FOLLOW ARRANGEMENT AS MUCH AS POSSIBLE, HOWEVER, ACTUAL FIELD

CONDITIONS SHALL DICTATE. PROVIDE NECESSARY MODIFICATIONS TO MEET FIELD

CONDITIONS AND AVOID CONFLICT WITH OTHER TRADES. IF RESOLUTION CANNOT BE

REACHED WITHOUT COMPROMISING THE DESIGN, THESE CONFLICTS SHALL BE PRESENTED

TO THE ENGINEER FOR RESOLUTION. IN CONFLICT AREAS, COMPLETE ONLY WORK NOT

AFFECTED BY THE CONFLICT PRIOR TO RESOLUTION.

4. CONNECTIONS TO EQUIPMENT SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS.

5. ALL HANGER SYSTEMS FOR PIPING AND EQUIPMENT SHALL BE SECURED TO BUILDING

STRUCTURAL SYSTEM.

6. ALL DUCT DIMENSIONS SHALL BE FIELD VERIFIED.

7. PROVIDE AIR TURNING VANES IN ALL SQUARE ELBOWS.

8. PROVIDE ACCESS PANELS IN DUCTWORK AND CEILINGS WHERE REQUIRED FOR OPERATION

AND MAINTENANCE OF ALL FANS, DAMPERS, AIR-DEFLECTING DEVICES, AND OTHER

MECHANICAL EQUIPMENT.

9. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTS CONNECTING TO FANS AND ALL

OTHER MECHANICAL EQUIPMENT INCORPORATING FANS.

10. PROVIDE A MANUAL VOLUME DAMPER ON SUPPLY AND RETURN DUCTS AT THE CONNECTION

POINT TO THE EXISTING SYSTEM.

12x6

13x7 x x

EXISTING FAN COIL

TO BE DEMOLISHED.

ALL ASSOCIATED

PIPING SHALL BE CUT

AND CAPPED.

x x

PROVIDE AND INSTALL

TROX RN-125 DAMPER

ON SUPPLY AND

RETURN DUCTS. (SET

TO 200 CFM EACH)

PROVIDE AND INSTALL

TROX RN-160 DAMPER

ON SUPPLY AND

RETURN DUCTS. (SET

TO 300 CFM EACH)

MECHANICAL

DUCTWORK PLAN

M101

P.1

SS SS SS SS SS SS

SS SS SS

S S

SS

S S

S S

S S

FD

1/8" / 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

SCALE: 1/4" = 1'-0"

PROPOSED MECHANICAL REFRIGERATION FLOOR PLAN

F2

PROPOSED MECHANICAL

REFRIGERATION PLAN

M102

PROPOSED

EVAPORATOR

COIL FOR

FREEZER

LOCATION OF EXISTING

FREEZER COMPRESSOR

TO BE REPLACED.

LOCATION OF EXISTING

COMPRESSOR TO REMAIN.

EXISTING REFRIGERANT SUCTION

AND LIQUID LINES TO BE

REPLACED PER MANUFACTURER

SPECIFICATIONS

Room Data

Room Temp:

· Freezer: -12° F with 90% RH

· Cooler: 35° F with 90% RH

Dimensions

· Freezer: 18'-2 3/8" X 12'-5" X 8'-1"

· Cooler: 8'-0" X 12'-5" X 8'-1"

Doors: 48"W X 76"H

Ambient Temp.: 85° F DB

Ceiling Insulation: 4" Extruded Polystyrene

Ceiling K Factor: 0.15

Ceiling Temperature: 85° F

Wall Insulation: 4" Extruded Polystyrene

Wall K Factor: 0.15

Wall Temperature: 85° F

Floor Insulation: 4" Extruded Polystyrene

Floor K Factor: 0.15

Floor Temperature: 60° F

Infiltration Data

Air Flow: Based on 1.5 ASHRAE averages.

Infil. Temp.: 85° F DB (60% RH) infiltrating air.

Product Data

Description: Misc

Max. Load:

· Freezer: 1,808 lbs./8 hrs.

· Cooler: 0 lbs./8 hrs.

Enter Temp.: 35° F

Spec. Heats: 0.9 above freeze/0.45 below freeze

Lat. Ht. Fusion: 100

Packaging: Varies

Pulldown in: 24 hrs.

Final Temp.:

· Freezer: -12° F

· Cooler: 35° F

Freeze: 27° F

Respiration: 0 lbs. (0 BTU/LB/Day)

Miscellaneous Data

Personnel: 0.0 person(s)

Lighting: 1 watt(s) per square foot

Motors: 0.0 equiv. horsepower

Calculation Results

Wall Heat Gains

· Freezer: 81,626 BTU/day

· Cooler: 18,544 BTU/day

Air Change

· Freezer: 61,700 BTU/day

· Cooler: 26,240 BTU/day

Product Load

· Freezer: 277,300 BTU/day

· Cooler: 0 BTU/day

Misc. Load

· Freezer: 56,360 BTU/day

· Cooler: 45,700 BTU/day

Daily Load

· Freezer: 524,700 BTU/day

· Cooler: 90,484 BTU/day

Required Capacity

· Freezer: 29,150 BTUH at 18 hours per day runtime.

· Cooler: 5,026 BTUH at 18 hours per day runtime.

Notes:

1. All proposed walls, floors, and ceilings of freezer and cooler sections shall have a maximum K-factor of 0.15.

REFRIGERATION SIZING CRITERIA

CORRIDOR 30A

WALK-IN

FREEZER CL06

EQUIPMENT

STORAGE ROOM

CL08

CL04

BL04

CL03

BL06A

CL09

RECEIVING AREA

CL10

HIGH VOLTAGE

SUBSTATION ROOM

CL15

NOTES FOR WATER COOLED REFRIGERATION SYSTEM

1. UNIT COOLER FAN(S) SHALL RUN CONTINUOUSLY, EXCEPT WHEN IT IS TURNED "OFF" BY A SWITCH

MOUNTED ON THE UNIT COOLER. THIS SAME SWITCH SHALL ALSO DE-ENERGIZE THE LIQUID-LINE

SOLENOID VALVE WHEN THE UNIT IS IN THE "OFF" POSITION.

2. ROOM THERMOSTAT FOR WALK-IN COOLER OR FREEZER SHALL AUTOMATICALLY CONTROL THE

LIQUID-LINE SOLENOID VALVE.

3. COMPRESSOR OPERATION SHALL BE CONTROLLED BY THE LOW PRESSURE SWITCH: HIGH PRESSURE

CUTOUT SWITCH SHALL PREVENT THE COMPRESSOR FROM OPERATING UNDER EXCESSIVELY HIGH

HEAD PRESSURE.

4. FLOW OF WATER THROUGH CONDENSER SHALL BE CONTROLLED BY WATER REGULATING VALVE

INSTALLED IN THE CONDENSER DISCHARGE LINE AND SHALL MODULATE IN RESPONSE TO

REFRIGERANT CONDENSING PRESSURE.

5. WHEN EQUIPMENT SCHEDULE INDICATES ELECTRIC DEFROST, THE FOLLOWING CONTROLS SHALL

ALSO BE PROVIDED:

A. DEFROST TYPE UNIT COOLER WITH HEATING ELEMENTS FOR EVAPORATOR COIL, DRAIN PAN AND

DRAIN PIPING WITHIN THE LOW TEMPERATURE ROOM. DEFROST CYCLE SHALL BE AUTOMATICALLY

CONTROLLED BY AN ELECTRIC CLOCK AND SHALL INCLUDE A SAFETY THERMOSTAT IN THE

CONTROL CIRCUIT TO PREVENT OVERHEATING THE EVAPORATOR COIL.

B. THE AUTOMATIC TIMER FOR ELECTRIC DEFROST SHALL ALSO DE-ENERGIZE THE SOLENOID VALVE

IN THE LIQUID REFRIGERANT LINE SERVING THE UNIT COOLER AND SHALL STOP THE UNIT COOLER

FAN(S) DURING THE DEFROST CYCLE.

6. PROVIDE ADDITIONAL TEMPERATURE TRANSMITTER THAT SENDS HIGH TEMPERATURE ALARM

INDICATION TO ECC.

7. EVAPORATOR DRAIN LINE SHALL BE SIZED BASED ON MANUFACTURER RECOMMENDATIONS. DRAIN

LINE FOR WALK-IN FREEZER SHALL BE INSTALLED WITH HEAT TRACING TO PROVIDE FREEZE

PROTECTION.

VA DESIGN REQUIREMENTS

ARCHITECTURAL (PER VA ARCHITECTURAL DESIGN MANUAL):

1. ALL FREEZER DOORS SHALL BE A MINIMUM OF 48" WIDE

2. FREEZER FLOOR SHALL BE FLUSH WITH THE FLOOR OF ADJOINING ROOM. FLOOR FINISH SHALL BE

NON-SLIP QUARRY TILE ON TILE SETTING BED. FLOOR INSULATION SHALL BE LOAD BEARING TYPE.

MECHANICAL (PER VA HVAC DESIGN MANUAL):

1. COORDINATE EQUIPMENT INSTALLATION AND DESIGN WITH SPECIFICATION SECTION 11.41.21 - WALK-IN

COOLERS AND FREEZERS.

2. PROVIDE EMERGENCY POWER FOR THE EQUIPMENT AND CONTROLS SERVING REFRIGERATORS AND

FREEZERS.

3. HEAT GAIN FACTORS, LOAD CALCULATIONS, AND COMPRESSOR RUNNING TIME SHALL BE BASED ON

ASHRAE RECOMMENDATIONS FOR THE FOLLOWING TYPE OF FREEZER AND ASSOCIATED DESIGN

TEMPERATURE:

A. MIXED VEGETABLES: -12 F [-24 C]

L M N O

L M N O P

PROPOSED LOCATION OF

COMPRESSOR FOR

COOLER SECTION

PROPOSED

EVAPORATOR

COIL FOR

COOLER

EVAPORATOR

DRAIN DOWN TO

CRAWLSPACE

BELOW

SCALE: 1/4" = 1'-0"

PROPOSED MECHANICAL REFRIGERATION FLOOR PLAN

F2

PROPOSED MECHANICAL

REFRIGERATION PLAN

M102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i t h

P

M

100% SUBMISSION

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEER

WATSON ENGINEERING, PC

1112 STATE ROUTE 434

OWEGO, NY 13827

0: 607-223-4334

CANTEEN FREEZER SLAB REPAIR

AND WALK-IN FREEZER

REPLACEMENT

SYRACUSE VAMC, RM CL06

528A7-17-720

Project Director

4-27-18 JWE MPLRevisions: Date:

SCALE: NTS

CONTROL SYSTEM SCHEMATIC, POINTS LIST, AND SEQUENCE OF OPERATION

F1

MECHANICAL SCHEDULES,

NOTES, AND DETAILS

M601

FS FS

C H

W S

D C

W

C H

W R

F R

E E

Z E

R

C O

N D

E N

S E

R

F R

E E

Z E

R

E V

A P

O R

A T

O R

COMP.

DI

DI

DI

DO

DI

DO

T

AI

AO

FS FS COMP.

DI

DI

DI

DO

DI

DO

T

AI

AO

BYPASS

BYPASS

NOTES:

1. ALARMS ON FLOW DETECTION SENSORS SHALL SEND AN

ALERT SIGNAL TO THE BAS SYSTEM IF THERE IS AN

UNEXPECTED LACK OF FLOW THROUGH THE SENSOR.

2. ALL VALVES SHALL EITHER BE FULLY OPEN OR FULLY CLOSED.

3. THREE-WAY CONTROL VALVES SHALL FAIL "OPEN" TO ALLOW

THE FLOW OF DOMESTIC WATER AS AN EMERGENCY SOURCE

OF WATER.

4. IF THE TEMPERATURE RISES TO 5°F (ADJUSTABLE) ABOVE THE

SETPOINT TEMPERATURE FOR EITHER SPACE, AN ALARM SHALL

BE SENT TO THE BAS SYSTEM.

REFRIGERATION SYSTEM SEQUENCE OF OPERATIONS

NORMAL OPERATION

1. DURING NORMAL OPERATION, THE THREE-WAY CONTROL VALVE SHALL BE IN THE "OPEN" POSITION TO ALLOW FLOW OF CHILLED WATER, THE THREE-WAY MANUAL VALVE SHALL BE SET TO THE "OPEN" POSITION TO

ALLOW FLOW OF DOMESTIC WATER TO THE THREE-WAY CONTROL VALVE, IF REQUIRED, AND ALL MANUAL SERVICE ISOLATION VALVES SHALL BE SET TO THE "OPEN" POSITION.

2. UPON A RISE IN THE SPACE TEMPERATURE OF THE WALK-IN FREEZER OR COOLER TO 2°F ABOVE THE SETPOINT TEMPERATURE (ADJUSTABLE), AS DETECTED BY THE WALL-MOUNTED THERMOSTAT LOCATED WITHIN

EACH REFRIGERATED SPACE, THE EVAPORATOR, CONDENSER, AND COMPRESSOR SHALL POWER "ON" SIMULTANEOUSLY, AND CHILLED WATER SHALL FLOW THRU THE CONDENSER.

3. UPON A DROP IN THE SPACE TEMPERATURE OF THE WALK-IN FREEZER OR COOLER TO 2°F BELOW THE SETPOINT TEMPERATURE (ADJUSTABLE), AS DETECTED BY THE WALL-MOUNTED THERMOSTAT LOCATED WITHIN

EACH SPACE, THE EVAPORATOR, CONDENSER, AND COMPRESSOR SHALL POWER "OFF" SIMULTANEOUSLY.

4. IF THE FLOW DETECTION SENSOR UPSTREAM OF THE THREE-WAY CONTROL VALVE IN EITHER SYSTEM DETECTS AN UNEXPECTED LACK OF FLOW, THE AFFECTED SYSTEM SHALL FOLLOW THE SEQUENCE OF

OPERATION FOR "EMERGENCY OPERATION," AS OUTLINED BELOW.

EMERGENCY OPERATION

1. UPON A DETECTION OF "NO FLOW" THROUGH THE FLOW DETECTION SENSOR UPSTREAM OF THE THREE-WAY CONTROL VALVE FOR EITHER SYSTEM, AN ALARM SHALL ALERT THE BAS SYSTEM AND THE THREE-WAY

CONTROL VALVE FOR THE AFFECTED SYSTEM SHALL ACTUATE TO A POSITION TO ALLOW THE SYSTEM TO BE TEMPORARILY FED BY THE DOMESTIC COLD WATER SYSTEM INSTEAD OF THE CHILLED WATER SYSTEM.

THE THREE-WAY DRAIN VALVE SHALL SIMULTANEOUSLY ACTUATE TO A POSITION TO ALLOW THE SYSTEM RETURN WATER TO BE DIRECTED TO THE BUILDING SANITARY SYSTEM.

1.1. ONCE FLOW HAS BEEN RESTORED THROUGH THE FLOW DETECTION SENSOR UPSTREAM OF THE THREE-WAY CONTROL VALVE , THE THREE-WAY CONTROL VALVE SHALL ACTUATE BACK TO THE NORMAL

OPERATING POSITION, THE ALARM TO THE BAS SHALL TURN OFF, AND THE SYSTEM SHALL FOLLOW THE SEQUENCE OF OPERATION FOR "NORMAL OPERATION," AS OUTLINED ABOVE.

2. UPON A DETECTION OF "NO FLOW" THROUGH THE FLOW DETECTION SENSOR DOWNSTREAM OF THE THREE-WAY CONTROL VALVE FOR EITHER SYSTEM, AN ALARM SHALL ALERT THE BAS SYSTEM, THE EVAPORATOR, CONDENSER, AND COMPRESSOR SHALL POWER "OFF," AND THE TWO-WAY CONTROL VALVE UPSTREAM OF THE EVAPORATOR SHALL ACTUATE TO THE "CLOSED" POSITION.

2.1. UPON A DETECTION OF "FLOW" THROUGH THE FLOW DETECTION SENSOR DOWNSTREAM OF THE THREE-WAY CONTROL VALVE, THE EVAPORATOR, CONDENSER, AND COMPRESSOR SHALL POWER "ON," AND THE

TWO-WAY CONTROL VALVE UPSTREAM OF THE EVAPORATOR SHALL ACTUATE TO THE "OPEN" POSITION.

2.2. ONCE FLOW HAS BEEN RESTORED THROUGH THE FLOW DETECTION SENSOR DOWNSTREAM OF THE THREE-WAY CONTROL VALVE, REFER BACK TO SECTION 1.1 OF THE "EMERGENCY OPERATION" SEQUENCE OF

OPERATION ABOVE TO BRING THE SYSTEM(S) BACK TO NORMAL OPERATING CONDITIONS.

MAINTENANCE OPERATION

1. DURING ROUTINE MAINTENANCE OF ANY COMPONENT OF EITHER REFRIGERATION SYSTEM, THE TWO MANUAL THREE-WAY VALVES ON THE ASSOCIATED SYSTEM SHALL BE TURNED TO ALLOW DOMESTIC COLD

WATER TO FLOW FREELY TO THE EVAPORATOR, AND ANY MANUAL SHUT-OFF VALVES SHALL BE TURNED TO THE "CLOSED" POSITION, AS REQUIRED, TO ISOLATE THE COMPONENT REQUIRING MAINTENANCE.

2. UPON COMPLETION OF MAINTENANCE TO ANY COMPONENT OF THE REFRIGERATION SYSTEM, THE TWO MANUAL THREE-WAY VALVES ON THE ASSOCIATED SYSTEM(S) SHALL BE RETURNED TO THEIR NORMAL

OPERATING POSITIONS TO ALLOW CHILLED WATER TO FLOW FREELY TO THE EVAPORATOR, AND ANY MANUAL SHUT-OFF VALVES THAT WERE TURNED TO THE "CLOSED" POSITION TO ISOLATE A COMPONENT SHALL BE

RETURNED TO THE "OPEN" POSITION.

DDC POINTS LIST

POINT TYPE POINT # DESCRIPTION ALARM

TO BAS

AI

1 FREEZER TEMPERATURE YES

2 COOLER TEMPERATURE YES

AO

1 FREEZER TEMPERATURE SETPOINT

2 COOLER TEMPERATURE SETPOINT

DI

1 THREE-WAY VALVE POSITION

2 EVAPORATOR STATUS

3 FLOW DETECTION SENSOR YES

4 FLOW DETECTION SENSOR YES

5 THREE-WAY VALVE POSITION

6 EVAPORATOR STATUS

7 FLOW DETECTION SENSOR YES

8 FLOW DETECTION SENSOR YES

9 THREE-WAY VALVE POSITION

10 THREE-WAY VALVE POSITION

DO

1 VALVE OPEN/CLOSE

2 EVAPORATOR ON/OFF

3 VALVE OPEN/CLOSE

EVAPORATOR ON/OFF

5 VALVE OPEN/CLOSE

6 VALVE OPEN/CLOSE

C O

O L E

R

C O

N D

E N

S E

R

C O

O L E

R

E V

A P

O R

A T

O R

MANUAL GATE VALVE

UNION

FLOW DETECTION SENSORFS

THREE-WAY CONTROL VALVE

MANUAL THREE-WAY VALVE

THERMOSTATIC EXPANSION VALVE

DOMESTIC COLD WATERDCW

CHILLED WATER RETURNCHWR

CHILLED WATER SUPPLYCHWS

T

THERMOSTAT

SYMBOLS LEGEND

WATER COOLED CONDENSING UNIT SCHEDULE

SPACE DESIGN SYSTEM DESIGN EVAPORATOR BASIS OF DESIGN ELECTRICAL

UNIT CLASSIFICATION

DESIGN

TEMPERATURE

DAILY

TOTAL CAPACITY RUN TIME

REFRIGERANT

NUMBER OF

EVAPORATORS

UPPER

SUCTION

TEMP

UPPER

SUCTION

CAPACITY

LOWER

SUCTION

TEMP

LOWER

SUCTION

CAPACITY

SUCTION

TEMPERATURE VOLTAGE

PHASE

FREQ.

(°F) (BTU/DAY) (BTUH) (HRS/DAY) (°F) (BTUH) (°F) (BTUH) (°F) VOLTS Hz

COOLER REFRIGERATED

VESTIBULE 35 104490 5805 18 R404A 1 30 6480 20 5270 24 208 3 60

FREEZER MIXED VEGETABLES -12 524700 29150 18 R404A 1 -10 36440 -20 27930 -15 208 3 60

NOTES:

1. SPACE CLASSIFICATIONS ARE BASED ON ASHRAE HANDBOOK

2. SEE DETAILED CALCULATIONS FOR SPACE AND SYSTEM DESIGN RESULTS

3. CONTRACTOR SHALL PROVIDE CALCULATIONS FROM MANUFACTURER TO SUPPORT FINAL…