36C24818R0412-00001002.pdf

IF SHEET MEASURES LESS THAN 30x42 IT IS A

REDUCED PRINT. ADJUST SCALE ACCORDINGLY

LOCATION MAP

N

F

A

D

I

ET

D S T

N U

E

TM

AP

R

E NT O

S

A

T SE FO

REM

ACI

N

VE RATE

A

FAI R

F

S

Miami VA Healthcare System 1201 NW 16th St.

Miami, Florida 33125

PROJECT NO.

RENOVATE VCS PATRIOT CAFE

STATE OF FLORIDA

N.T.S.

N MIAMI

KEY WEST

MIAMI

TAMPA

ORLANDO

PENSACOLA

TALLAHASSEE

GAINESVILLE VAMC

JACKSONVILLE

OCALA CBOC

VILLAGES CBOC

VALDOSTA CBOC

WEST

PALM

BEACH

VA SET

546-17-109 lic. AAC001580 p 727.733.9400

585 Main Street, Suite 201 Dunedin, Fl 34698 www.lunz.com

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C :\A ut od es k

Lo ca l\R ev it\

M

EP

-R

_n st ep he ns on

.rv t

3/

/2

5:

:4

PM

LOCATION, SITE PLAN, AND SHEET

INDEX - VA SET

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 NPS NPS

1-G001

546-17-109

DALE A. BACIK, P.E.

36564

INDEX OF DRAWINGS - VCS SET

SHEET

NUMBER SHEET NAME

2-G001 LOCATION, SITE PLAN, AND SHEET INDEX - VCS

2-G002 AREA OF WORK PLAN - 2ND FLOOR - VCS

2-AC102 REFLECTED CEILING PLAN

2-AE102-D DEMO - FLOOR PLAN

2-AE102-N FLOOR PLAN, SCHEDULES & PARTITION TYPES

2-AF102 FLOOR FINISH PLAN

2-AQ102 EQUIPMENT PLAN

2-AW102 LIFE SAFETY PLAN

2-MH001 LEGEND, NOTES AND SCHEDULES - HVAC

2-MH002 SCHEDULES - HVAC

2-MH102-D ENLARGED 2ND FLOOR DEMOLITION PLAN - HVAC

2-MH102-N ENLARGED 2ND FLOOR RENOVATION PLAN - HVAC

2-MH103 ENLARGED 3RD FLOOR PLANS - HVAC

2-MH104 ENLARGED 4TH FLOOR PLANS - HVAC

2-MH115 ENLARGED 15TH FLOOR PLANS - HVAC

2-MH402 ENLARGED B200 MECHANICAL ROOM - HVAC

2-MH501 DETAILS - HVAC

2-MH502 DETAILS - HVAC

2-MH503 KITCHEN HOOD DRAWINGS - FOR REFERENCE ONLY - VCS

2-MH601 CONTROLS - HVAC

2-MH602 CONTROLS - HVAC

2-E001 LEGEND, NOTES AND SCHEDULES - ELECTRICAL

2-EL102-D ENLARGED 2ND FLOOR DEMOLITION PLAN - LIGHTING

2-EL102-N ENLARGED 2ND FLOOR RENOVATION PLAN - LIGHTING

2-EP202-D ENLARGED 2ND FLOOR DEMOLITION PLAN - POWER

2-EP202-N ENLARGED 2ND FLOOR RENOVATION PLAN - POWER

2-EP204 ENLARGED 4TH FLOOR PLANS - POWER

2-EP215 ENLARGED 15TTH FLOOR PLAN - POWER

2-ET302-N ENLARGED 2ND FLOOR RENOVATION PLAN - SPECIAL SYSTEMS

2-E501 RISER AND DETAILS - ELECTRICAL

2-E502 SCHEDULES - ELECTRICAL

2-FP102 ENLARGED 2ND FLOOR FIRE PROTECTION - VCS

2-PL001 LEGEND, NOTES AND SCHEDULES - PLUMBING

2-PL102-D ENLARGED 2ND FLOOR DEMO PLAN - PLUMBING - VCS

2-PL102-N 2ND FLOOR RENOVATION PLAN - SANITARY AND VENT - VCS

2-PL202-N 2ND FLOOR RENOVATION PLAN - DOMESTIC WATER

FOR REFERENCE ONLY - DRAWINGS UNDER SEPARATE COVER

INDEX OF DRAWINGS - VA SET

SHEET

NUMBER SHEET NAME

1-G001 LOCATION, SITE PLAN, AND SHEET INDEX - VA SET

1-G002 AREA OF WORK PLAN - 2ND FLOOR - VA SET

1-AC102 REFLECTED CEILING PLAN

1-AE102-D DEMO - FLOOR PLAN

1-AE102-N FLOOR PLAN, SCHEDULES & PARTITION TYPES

1-AQ102 EQUIPMENT PLAN

1-AW102 LIFE SAFETY PLAN

1-MH001 LEGEND, NOTES AND SCHEDULES - HVAC

1-MH002 SCHEDULES - HVAC

1-MH102-D ENLARGED 2ND FLOOR DEMOLITION PLAN - HVAC

1-MH102-N ENLARGED 2ND FLOOR RENOVATION PLAN - HVAC

1-MH103 ENLARGED 3RD FLOOR PLANS - HVAC

1-MH104 ENLARGED 4TH FLOOR PLANS - HVAC

1-MH115 ENLARGED 15TH FLOOR PLANS - HVAC

1-MH402 ENLARGED B200 MECHANICAL ROOM - HVAC

1-MH501 DETAILS - HVAC

1-MH502 DETAILS - HVAC

1-MH601 CONTROLS - HVAC

1-MH602 CONTROLS - HVAC

1-E-001 LEGEND AND NOTES - ELECTRICAL

1-EL102-D ENLARGED 2ND FLOOR DEMOLITION PLAN - LIGHTING

1-EL102-N ENLARGED 2ND FLOOR RENOVATION PLAN - LIGHTING

1-EP202-D ENLARGED 2ND FLOOR DEMOLITION PLAN - POWER

1-EP202-N ENLARGED 2ND FLOOR RENOVATION PLAN - POWER

1-EP204 ENLARGED 4TH FLOOR PLANS - POWER

1-EP215 ENLARGED 15TH FLOOR PLANS - POWER

1-ET302-N ENLARGED 2ND FLOOR RENOVATION PLAN - SYSTEMS

1-E-501 DETAILS - ELECTRICAL

1-E-502 SCHEDULES - ELECTRICAL

1-FP102 ENLARGED 2ND FLOOR FIRE PROTECTION

1-PL001 LEGEND, NOTES AND SCHEDULES - PLUMBING

1-PL102-D ENLARGED 2ND FLOOR DEMOLITION PLAN - PLUMBING

1-PL102-N ENLARGED 2ND FLOOR RENO PLAN - SANITARY AND VENT

1-PL202-N ENLARGED 2ND FLOOR RENOVATION PLAN - DOMESTIC WATER

ADIROLF

STATE OF

No. 36564

L ICENSE

R E

E

NI

GNELANOISS

E F

O R

P

A L E A. B A C I KD

Revisions: Date:

N E W

W A L K -I N

F R

ID

G E

(1

S F

B8 B

DINING/VENDING

DINING

COFFEE/DELI

SERVING LINE

PIZZA PREP

FOOD PREP & PRODUCTION

DRY STORAGE

DUCTS

CHEMICAL

OFFICE

ELEC.

LOCKERS

HALL

N

EW

W

AL

K-

IN

FR

EE

ZE

R

SF

V E N D

IN

G

EX

IS

TI

N

G M

EC

H

AN

IC

AL

A B C D D.3 E.2 E.8 F.6 G

OVERALL SCOPE

OF WORK

lic. AAC001580 p 727.733.9400

585 Main Street, Suite 201 Dunedin, Fl 34698 www.lunz.com

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C :\A ut od es k

Lo ca l\R ev it\

M

EP

-R

_n st ep he ns on

.rv t

3/

/2

4:

:0

PM

AREA OF WORK PLAN - 2ND

FLOOR - VA SET

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 NPS NPS

1-G002

546-17-109

DALE A. BACIK, P.E.

36564

N N Scale:

TRUE PLANPLAN

1/8" = 1'-0"

AREA OF WORK PLAN - 2ND FLOOR - VA SET

C

NW NC NE

CECW

SW SC SE

ADIROLF

STATE OF

No. 36564

L ICENSE

R E

E

NI

GNELANOISS

E F

O R

P

A L E A. B A C I KD

EXISTING

MECHANICAL

AREA OF

WORK

SCALE: 3/16" = 1'-0"

2nd FLOOR - REFLECTED CEILING PLAN

PIZZA PREP

FOOD PREP & PRODUCTION

DRY STORAGE

DUCTS

CHEMICAL

OFFICE

ELEC.

LOCKERS

HALL2'x2' ACOUSTICAL

CEILING TILE

2'x4' FLUORESCENT

LIGHT FIXTURE

· SEE ELECTRICAL DRAWINGS FOR CEILING LIGHT FIXTURE LOCATIONS.

CEILING DIFFUSER

RETURN AIR GRILLE

EXHAUST GRILLE

RECESSED CAN LIGHT

FIXTURE

CEILING LEGEND

(EXISTING CEILING

TO REMAIN)

(EXISTING CEILING

TO REMAIN)

(H O

O D

B

Y O

T H

E R

S

(H O

O D

B

Y O

T H

E R

S

(NO CEILING)

(NO CEILING)

+8'-0" +8'-6"

+8'-0"

+8'-0"

+8'-0"

1-AC102

+8'-6"

+8'-6"

+8'-6"

+8'-6"

+8'-6"

+8'-6"

+8'-6"

1'x4' FLUORESCENT

LIGHT FIXTURE

(NO CEILING)

DISHWASHING AREA

GYPSUM BOARD

CEILING/BULKHEAD

2'x2' ACOUSTICAL

CEILING TILE (SPECIAL

FACED)

NOTE: CEILING TILE LAYOUT IS

SHOWN FOR REFERENCE ONLY

DINING/VENDING

DINING

COFFEE/DELI

SERVING LINE

'-0

'-0

'-6

'-6

'-0

(EXISTING CEILING

TO REMAIN)

'-0

1'-0"

ADD NEW CEILING TILES &

GRID TO TIE INTO AND

MATCH EXISTING

+8'-6"

+8'-0"

+8'-6"

+8'-6"

+8'-6"

1-AC102

1-AC102

1-AC102

1-AC102

1-AC102

1-AC102

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

TYPICAL BULKHEAD

8" GYPSUM BOARD

CORNER BEAD

3 5 8" METAL STUD

FRAMING @ 16" O.C.

RECESSED CAN FIXTURE -

SEE ELECTRICAL PLANS

ACOUSTICAL CEILING

PANELS

SEE REFLECTED

CEILING PLAN

S E

E R

E F

L E

C T

E D

C E

IL

IN

G P

L A

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C A u t o d e s k

L o c a l R e v i t

M

E P

R

N s t e p h e n s o n r v t

A

M

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 AP MH

Revisions: Date:

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304 1-AC102

REFLECTED CEILING PLAN 546-17-109

AutoCAD SHX Text %%uVENDING

AutoCAD SHX Text

2ND FLOOR - KEYPLAN

AutoCAD SHX Text lic. AAC001580

AutoCAD SHX Text p 727.733.9400

AutoCAD SHX Text 585 Main Street, Suite 201

AutoCAD SHX Text Dunedin, Fl 34698

AutoCAD SHX Text www.lunz.com

AREA OF

WORK

SCALE: 3/16" = 1'-0"

2nd FLOOR - DEMO PLAN

EXISTING STRUCTURAL COLUMN - MAINTAIN INTEGRITY DURING CONSTRUCTION

EXISTING BOOTHS/SEATING TO BE REMOVED

EXISTING EQUIPMENT TO BE REMOVED (NOT ALL IS SHOWN ON PLAN)

EXISTING WALLS SHOWN DASHED ARE TO BE REMOVED AND TO INCLUDE BUT NOT LIMITED TO

WINDOWS, FRAMES, ELECTRICAL WIRING, CONDUITS ETC...

EXISTING DOOR TO BE REMOVED

PORTION OF EXISTING WALL TO BE REMOVED TO ALLOW FOR NEW DOOR - COORDINATE OPENING

WITH EQUIPMENT AND/OR DOOR SCHEDULE.

EXISTING PLUMBING FIXTURE TO BE REMOVED. WATER LINES TO BE CAPPED ABOVE CEILING,

WASTE LINES BELOW SLAB.

REMOVE EXISTING FLOOR FINISHES, CLEAN & PREPARE FLOOR TO RECEIVE NEW FINISHES.

REMOVE EXISTING CEILING TILES & GRID TO BE DEMOLISHED.

REMOVE MOSAIC TILE FROM EXISTING COLUMNS. PATCH & REPAIR COLUMN FINISH.

DEMO KEYNOTES

1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED.

HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL.

2. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND REPAIRED AT AREAS WHERE DEMOLITION WORK HAS OCCURRED TO A CONDITION THAT MATCHES THE EXISTING ADJACENT CONSTRUCTION. EXISTING WALLS THAT CONTAIN PLUMBING, ELECTRICAL OR OTHER SERVICES REQUIRING MODIFICATION SHALL BE CUT BACK TO THE NEAREST STUD TO ALLOW REQUIRED WORK. AFTER COMPLETION, RECONSTRUCT TO A CONDITION THAT MATCHES NEW CONSTRUCTION, FLUSH WITH ADJACENT SURFACES. EXISTING FLOORS WHERE CONSTRUCTION HAS BEEN REMOVED SHALL BE PATCHED AND LEVELED TO

MATCH EXISTING.

3. WHERE OPENINGS ARE CREATED IN EXISTING CONSTRUCTION SCHEDULED TO REMAIN (SUCH AS REMOVAL OF DOORS OR WINDOWS IN EXISTING WALLS TO REMAIN), FURNISH AND INSTALL NEW OPENINGS TO MATCH THE EXISTING UNLESS NEW FURNISHES ARE

SCHEDULED FOR THOSE SURFACE.

4. ALL EXISTING FURNISHES SHALL REMAIN, UNLESS SCHEDULED FOR NEW. CONTINUE EXIST FINISHES TO REMAIN, INTO NEW EXTENDED AREAS THAT ARE ADJACENT. PATCH AND REPAIR EXISTING TO MATCH NEW. PREPARE SUBSTRATES TO RECEIVE NEW FINISHES WHERE SCHEDULED. FINISH ALL PATCHED OR EXTENDED WALLS TO THE NEAREST CHANGE OF DIRECTION, WALL TERMINATION, OR INTERSECTION. PREPARATION OF SUBSTRATES TO RECEIVE NEW FINISHES SHALL INCLUDE, BUT NOT LIMITED TO

THE FOLLOWING:

· PATCHING AN/OR LEVELING OF FLOOR SLAB.

· SKIMCOATING OF GYPSUM WALLBOARD SURFACES.

· SANDING OF METAL FRAMES, ETC.

5. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT WITH ANY DISCREPANCIES IN WRITING UPON DISCOVERY.

6. CONTRACTOR TO MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS DURING CONSTRUCTION AND NOTIFY ARCHITECT

WITH ANY ISSUES THAT MIGHT APPEAR DURING DEMOLITION UPON DISCOVERY.

DEMOLITION GENERAL NOTES

1 1

3 3

5 5

'-0

'-4

'-0

8 9 8 9

8 9

8 9

8 9

8 9

8 9

8 9

8 9

8 98 9

8 9

2 3

2 2 2 2 2 22222

2 2 22 2 2

2 2 2

2 2

2 2

2 2

2 2

7'-0"

8 9

8 9

8 9

8 9

SEATING

EXISTING SEATING: 196

PROPOSED SEATING: 126

12 SEATS

36 SEATS

72 SEATS

76 SEATS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C A u t o d e s k

L o c a l R e v i t

M

E P

R

N s t e p h e n s o n r v t

A

M

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 AP MH

Revisions: Date:

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304 1-AE102-D

DEMO - FLOOR PLAN 546-17-109

AutoCAD SHX Text %%uVENDING

AutoCAD SHX Text

2ND FLOOR - KEYPLAN

AutoCAD SHX Text lic. AAC001580

AutoCAD SHX Text p 727.733.9400

AutoCAD SHX Text 585 Main Street, Suite 201

AutoCAD SHX Text Dunedin, Fl 34698

AREA OF

WORK

SCALE: 3/16" = 1'-0"

2nd FLOOR - FLOOR PLAN

SERVING LINE

PIZZA PREP

FOOD PREP & PRODUCTION

DRY STORAGE

DUCTS

CHEMICAL

OFFICE

ELEC.

LOCKERS

HALL

NOTE: FURNITURE SHOWN ON

PLAN IS FOR REFERENCE ONLY

'-0

(C

L E

A R

A L

IG

N

A L

IG

N

ALIGN

'-5

'-0

(C

L E

A R

A

L

IG

N

'-9

6'-5" 8'-0"

8'-10" 7'-7" ±8'-01 2"

'-8

5'-11"

'-1

10'-6

ALIG

N

ALIG

N

A A

A

A

A

A

A

A

BB

B

B

B

B

B

B

B

BB

B

B

B1 B1

B1

B1 B1

B

B

B

B1

B

EXISTING

EXISTING

EXISTING

E X

IS

T

IN

G

E X

IS

T

IN

G

EXISTING

DISHWASHING AREAA

L

IG

N

.0

0°

16'-10" 16'-0"

B

B1

B1

R4'-3"

'-0

2'-0"

D

D

DINING/VENDING

DINING

COFFEE/DELI

SERVING LINE

5'-0"

(CLEAR) 12'-8"

'-5

NOTE: FURNITURE SHOWN ON

PLAN IS FOR REFERENCE ONLY

16'-10"

A

A

B

B B

CCC

C

EXISTING

E X

IS

T

IN

G

E X

IS

T

IN

G

EXISTING

EXISTING

A L

IG

N

NEW COUNTERTOP

TO ALIGN & MATCH

EXISTING

EXISTING SINKS &

MILLWORK TO REMAIN

7'-0"24" DEEP PLASTIC

LAMINATE COUNTER -

HEIGHT TO BE

DETERMINED BY OWNER

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

PARTITION TYPEA

SCHEDULED FLOOR FINISH

SCHEDULED BASE

3 5/8" METAL RUNNER

SOUND ATTENUATION

BLANKETS

5/8" GYPSUM BOARD

3 5/8" METAL STUDS

@ 16" O.C. MINIMUM

3 5/8" METAL RUNNER

SCHEDULED SUSPENDED

CEILING

BRACE AS REQUIRED

@ 48" O.C.

PROVIDE SOUND

INSULATION ABOVE

CEILING 3'-0" ON

EACH SIDE OF WALL

A1 GYPSUM BOARD ONE SIDE ONLY

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

PARTITION TYPEB

SCHEDULED FLOOR FINISH

SCHEDULED BASE

3 5/8" METAL RUNNER

5/8" GYPSUM BOARD

3 5/8" METAL STUDS

@ 16" O.C. MINIMUM

3 5/8" METAL RUNNER

SCHEDULED SUSPENDED

CEILING

BRACE AS REQUIRED

@ 48" O.C.

NON-RATED 3 5/8"

METAL STUD PARTITION

PROVIDE WOOD BLOCKING INSIDE

WALL AS REQUIRED FOR ALL ITEMS

AND SYSTEMS ATTACHED TO WALL

DECKDECK

NON-RATED 3 5/8"

METAL STUD PARTITION

PROVIDE WOOD BLOCKING INSIDE

WALL AS REQUIRED FOR ALL ITEMS

AND SYSTEMS ATTACHED TO WALL

POWER FASTEN

BOTTOM TRACK TO

SLAB

3-5/8" METAL STUDS AT

16" O.C.

2" x 2" STEEL TUBE

5/8" GYPSUM BOARD

BORE 3"Ø HOLE INTO

SLAB TO RECEIVE

2"x2" GALVANIZED

METAL PIPE SET IN

STRUCTURAL EPOXY

BASE - SEE ROOM

FINISH SCHEDULE

PLAN VIEW

2" x 2" STEEL TUBE

PLASTIC

LAMINATE TOP

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

PARTITION TYPEC

/2

B1 GYPSUM BOARD ONE SIDE ONLY

'-6

C1 GYPSUM BOARD ONE SIDE ONLY

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

PARTITION TYPED

SCHEDULED FLOOR FINISHSCHEDULED BASE

3 5/8" METAL RUNNER

CEMENT BOARD -

(FINAL MATERIAL

/FINISH BY OWNER)

3 5/8" METAL STUDS

@ 16" O.C. MINIMUM

3 5/8" METAL RUNNER

SCHEDULED

SUSPENDED CEILING

BRACE AS REQUIRED

@ 48" O.C.

NON-RATED 3 5/8"

METAL STUD PARTITION

PROVIDE WOOD BLOCKING INSIDE

WALL AS REQUIRED FOR ALL ITEMS

AND SYSTEMS ATTACHED TO WALL

DECK

DOOR SCHEDULE

NO.

WD HGT THK

SIZE

DOOR

TYPE

MATERIAL

DOOR

MATERIAL

JAMB

HDW

SET

REMARKS

3'-0"

3'-0"

5'-0"

3'-0"

3'-8"

3'-8"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

1 3/4"

19 WOOD

HOLLOW METAL

HOLLOW METAL

SH4

5D

3G

5E

4K

W/GLASS

W/O GLASS

NOTES:

1. DOOR HARDWARE SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS SET FORTH IN THE VA

TECHNICAL INFORMATION LIBRARY, AND THE LATEST EDITION OF INTERNATIONAL BUILDING CODE (IBC)

2. SEE STANDARD DOOR TYPE DETAIL #SD080000-01 FOR DOOR TYPES

3. ALL DOORS SHALL BE FLUSH FACE AND 44.45mm (1-3/4") THICK UNLESS NOTED OTHERWISE

4. TOP AND SIDE RAILS SHALL BE 228.6mm (9") MINIMUM. BOTTOM RAILS SHALL BE 304.8mm (12") MINIMUM

5. DOOR GLAZING TO BE TEMPERED GLASS

6. SEE SPECIFICATIONS FOR MORE INFORMATION ON DOOR HARDWARE

HARDWARE

HARDWARE SET #3G

EACH TO HAVE:

HINGES QUANTITY & TYPE AS REQUIRED

1 OFFICE LOCK F04

1 FLOOR STOP L02121 X 3 FASTENERS

1 COAT HOOK L03121

1 THRESHOLD J32300 X 57mm WIDTH (2-1/4")

1 AUTO DOOR BOTTOM ROY346 - HEAVY DUTY

2 SETS SELF-ADHESIVE SEALS ROY154

SOLID CORE/WOOD

TYPE "1"

4" THICK

TEMPERED

GLASS

9"

'-6

'-1

4"

SOLID CORE/WOOD

TYPE "19"

4" THICK

TEMPERED

GLASS

'-0

'-0

LOUVER

(SIZE AS

REQUIRED)

1 WOOD

HARDWARE SET #SH-4

EACH TO HAVE:

1 STEEL FRAME

1 INTEGRATED DOOR W/ELEC. EXIT DEVICE Q2131 x TYPE 8 ELECTRIC

DEVICE (E01, E05/E06 -

VERIFY) x F13

1 CONTINUOUS TRANSFER HINGE A51031B x 4 - THRUWIRE TRANSFER x

IN-HINGE ACCESS PANEL

1 POWER SUPPLY REGULATED, FILTERED, 24VDC,

AMPERAGE AS REQUIRED

1 CLOSER C02021 (PT4D, PT4F, PTAH)

1 ARMOR PLATE J101 x 1.275 mm (0.050 INCH) THICKNESS 1 FLOOR STOP L02121 x 3 FASTENERS

1 SET SELF-ADHESIVE SEALS R0E154

1 ALARM CONTACT

120VAC POWER, CONDUIT, AND WIRING BY DIVISION 26.

CARD READER BY DIVISION 28.

LOCK CYLINDER BY SECTION 08 71 00, DOOR HARDWARE.

WOOD HOLLOW METAL

WOOD HOLLOW METAL

HARDWARE SET #5E

EACH TO HAVE:

1 CONTINUOUS HINGE x INTEGRAL HINGE GUARD CHANNEL x ADJUSTABLE SCREWS

1 STOREROOM LOCK F-13 x RIGID OUTSIDE LEVER x KEY

RETRACTS DEADBOLT AND LATCHBOLT

1 ARMOR PLATE J101 x 3.125 MM (0.125 INCH) THICKNESS

1 EDGE GUARD (@ WOOD DOORS) J208M/J211 (VERIFY). CUT: HARDWARE

1 FLOOR STOP L02121 x 3 FASTENERS

1 SET SELF-ADHESIVE SEALS R0Y154

HARDWARE SET #6E

1 CONTINUOUS HINGE x INTEGRAL HINGE GUARD CHANNEL x ADJUSTABLE SCREWS

1 EXIT DEVICE TYPE 1 F08 LEVER

1 KEY CYLINDER TYPE AS REQUITED

1 KICK PLATE J102

1 EDGE GUARD (@ WOOD DOORS) J208M/J211 (VERIFY), CUT: HARDWARE

1 FLOOR STOP L02121 x 3 FASTENERS

1 SETS SELF-ADHESIVE SEALS R0Y154

HARDWARE SET #5D

EACH TO HAVE:

HINGES QUANTITY & TYPE AS REQUIRED

1 STOREROOM LOCK F07

1 KICK PLATE J102 (@ STOREROOM, EVM, & HAC

ROOMS ONLY)

1 FLOOR STOP (@ INSWING DOORS) L02121 x 3 FASTENERS

1 WALL STOP (@ OUTSWING DOORS) L02101 CONVEX

3 SILENCERS L03011

SOLID CORE/WOOD

TYPE "3"

4" THICK

TEMPERED

GLASS

9"

'-6

'-9

1'-6"

9"

HOLLOW METALWOOD

19 6EHOLLOW METALWOOD

W/O GLASS

W/GLASS

W/O GLASS

W/O GLASS

HARDWARE SET #4K

EACH TO HAVE:

1 CONTINUOUS HINGE x INTEGRAL HINGE GUARD CHANNEL x ADJUSTABLE SCREWS

1 UTILITY LOCK F09

1 ARMOR PLATE J101 x 1.275 MM (0.50 INCH) THICKNESS

1 EDGE GUARD (@ WOOD DOORS) J208M/J211 (VERIFY), CUT: HARDWARE

1 FLOOR STOP L02121 x 3 FASTENERS

1 SET SELF-ADHESIVE SEALS R0Y154

1 6'-0" 7'-0" 1 3/4" 19 6E W/GLASSHOLLOW METALWOOD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C A u t o d e s k

L o c a l R e v i t

M

E P

R

N s t e p h e n s o n r v t

A

M

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 AP MH

Revisions: Date:

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304 1-AE102-N

FLOOR PLAN, SCHEDULES &

PARTITION TYPES

546-17-109

AutoCAD SHX Text %%uVENDING

AutoCAD SHX Text

2ND FLOOR - KEYPLAN

AutoCAD SHX Text lic. AAC001580

AutoCAD SHX Text p 727.733.9400

AutoCAD SHX Text 585 Main Street, Suite 201

AutoCAD SHX Text Dunedin, Fl 34698

NEW

WALK-IN

FREEZER

100 SF

NEW WALK-IN

FRIDGE

(136 SF)

K39 K38

K39 K38

K39 K38

K39 K38

ES1

R1

R1

K19

K19

K18

K23

K23

K38

K38

K35

K35

K

K

K42

K42

K11

K22

K42

K42

K23

OF5

TS1

TS1

R1

R1

R1

K45

K43

K43 K

K44K44K44K44K44K44K44K44K44K44

0G13

CE13

CE13

CE16

K1K2

ES14

ES14

K40

K50

K40

PB4

K18

B7 PB15

K14

K14

CP1

CB1CT1

CB9MS9

15E 15

C6E

B10 B8

B8A B13

B9 B1B1B11

B6

OG14

OG11

OG11

OG11

OG5

OG2

PB1

K51

OM2OM1

OG1

OG2

OG3

OG4

K23

K46 K14 K15 B8

B8A

B6

B10 B13

B9 B7 B2

K26

K29

K29

K26K20 K40CE14

K48

K38

K39

X3

X1

X2

AREA OF

WORK

SCALE: 3/16" = 1'-0"

2nd FLOOR - EQUIPMENT PLAN

PIZZA PREP

FOOD PREP & PRODUCTION

DRY STORAGE

DUCTS

CHEMICAL

OFFICE

ELEC.

LOCKERS

HALL

DISHWASHING AREA

ITEM

EQUIPMENT SPECIFICATIONS

NO.

STEAM

ALTERNATE

ENERGY SOURCE

PREFERRED ENERGY SOURCE

PLUMBING

ELECTRICAL

MODEL

L/W/H

SIZE

WALL

SUPPLIER/

INSTALLER

KW/AMPSVOLTS

POWER

STEAM GAS WASTE

HOT COLD

WATER

ELEC

FOOD SERVICE EQUIPMENT SCHEDULE

VENTILATION

GREASE

LADEN

GAS

LADEN AIR

HEAT OR

MOISTURE

ADDITIONAL NOTES

VV = VCS PURCHASE AND INSTALL

VC = VCS PURCHASE AND VAMC CONSTRUCTION CONTRACTOR INSTALL

CC = VAMC CONSTRUCTION CONTRACTOR PURCHASE AND INSTALL

* NOTE: FABRICATE COUNTER PIECES NO LONGER THAN 8'-0"

FOR EASE OF DELIVERY. IF SHOWN LARGER ABOVE, BREAK

INTO MULTIPLE PARTS.

12"

AFF

OG1

148/46/34

3/8"

FABRICATED W/4

HOT 2/COLD WELLS

OFF THE GRILL VC

OG3

1-DRAWER WARMER

(BUILT-IN)

HATCO

HDW-1BN

20/28/10

120/1 3.8A

VC

B9

3/8"22/22/37

VC

26AB10

COFFEE BREWER (2) (3-Wires + Ground)

BUILT

IN

DISPENSER (2)

BEVERAGE/ICE

B8

COKE

PROVIDED BY

30/30/38 VC

2.5A120/1 1/2"

FLOOR

DRAIN

VC

9/18/34

GOLD PEAK

TEA DISPENSER (2)

120/1

PROVIDED

BY COKE VENDOR

1/4"

2.5A

8dia./13 VV

B11

AIR POT (6)

B6

DISPENSE-RITE

WR-CT-4

7/20/24

VV

VV

7/20/19

DISPENSE-RITE

WR-CT-3

B7

HOT CUP DISPENSER (4)

COLD CUP DISPENSER

(6)

BUNN ICB 3

LITER AIR POT

BUNN

ICB TWIN TALL

120/1

13/20/31 VC

2.8AB13

COFFEE CREAMER (2)

BUILT

IN

INTERNATIONAL

DELIGHT

120/1

B1

BEVERAGE COUNTER

FABRICATED 108/46/34 VC

12"

AFF

120/1 6.2A

* SEE NOTE BELOW

INCLUDE POWER FOR (2)

B8, B8A, B9, B10 & B13

K18

REFRIGERATOR (2)

2 SECTION

TS-49

TRUE

AFF

48"

VC 115/1 9.1A54

/29

/78

OG11 FRYER - ELECTRIC (3)

FRYMASTER OCF30ATOE

FPEL114-2C

18"

AFF

VC

208/3 39A

X X

6.9A120/1

12"

AFF

16/36/40

FRYMASTER

DUMP TABLE W/

HEAT LAMP

OG5 VC

K38

W/ DRAWER (7)

60/30/34 VC

EAGLE GROUP

T3060STEB-BS

K42

MOBILE SHELF (4)

48/24/78

EMU244878P580

CAMBRO

VC

42A208/1

FLOOR

DRAIN

***BUILT INTO OG1 LOAD CTR***

* SEE NOTE BELOW

K50 TOASTER

TRH-60

HATCO

18/23/16

AFF

36"

VC

208/1 18.3A

K19

FREEZER (2)

2 SECTION

TS-49F

TRUE

AFF

48"

VC 115/1 13.2A54

/29

/78

K26 PREP SINK (2) CC X X X92/27/45

K29

EAGLE GROUP

FN2040-2-24-14/3

K48

FOOD PROCESSOR

R2DICE

ROBOT COUPE

9/17/27

48"

AFF

VC

120/1 13A

K51

DISH WASH EQUIPMENT

CONFIGURATION

POWERSOAK

***PROVIDE ROOM DIMENSIONS AND PDF LAYOUT

VC

K45

BAG-IN-BOX

SHELVES

42/18/87

VC

PROVIDED BY COKE

K46

LINE CONDUIT

CO2/SYRUP

CC

PROVIDED BY COKE

BUILT

IN

WORK TABLE

K35 POT & PAN RACK (4)

48/24 VCMETRO PR48X3

K15

48"

AFF

208/1 20.38A

STRUCT CONCEPTS

B8832

REFRIGERATED

SELF-SERVER CASE

NEMA 6-30P

FLOOR

DRAIN

/32

/82

12"

AFF

CB1 89/46/34

16A

120/1 3/8"

FABRICATED W/5

COLD WELLS

THE CUTTING BOARD

CB9

ENCORE OVEN 33/22/19

AFF

40"

220/1 30A

TURBO-CHEF

ENCORE

VC

VC

VC

B2

BEVERAGE COUNTER

FABRICATED 120/46/34 VC

12"

AFF

120/1 6.2A

* SEE NOTE BELOW

INCLUDE POWER FOR

B8, B8A, B9, B10 & B13

1/2"

B8A

ICE MACHINE (2)

HOSHIZAKI

KMD-460MAH

30/24/22 VC

120/1 15A

BUILT

IN

BUILT

IN

BUILT

IN

OVERHEAD SHELF (2)

EAGLE GROUP

96/12/12 VC

WS1296

K40

W/ DRAWER (3)

36/30/34 VC

EAGLE GROUP

T3036STEB-BS

WORK TABLE

K20

1 SECTION ROLL-IN

REFRIGERATOR

STG1RRI-1S

TRUE

35/39/84 VC 8.9A115/1

AFF

48"

ES14

1 SECTION WARMER

PASS-THRU (2)

ALTO SHAM

1200-UPS/SR/STD

24/32/74 VC

48"

AFF

120/1 16A

CE13

100KPRESSURE FRYER (2) 18/35/46

AFF

18"

115/1 15A X X

CE16

DUMPING TABLE

85212

BROASTER

16/26/40

BROASTER

1800/2400

VC

VC

36A208/348/30/36

48x30 E

KEATING

OG14

GRIDDLE

208/336/30/36

36x30 E

KEATING

OG13

GRIDDLE

X X

X X

VC

VC

ES1

ENTREES AND SIDES 132/46/34

AFF

12"

208/1 60A 3/8"

FABRICATED W/

10 HOT WELLS

VC

* SEE NOTE BELOW

CE14

BREADER

AFF

18"

115/1 15A

BROASTER 620

EASY BREADER

VC

/15/5

X

K2

CONVECTION OVEN

38/44/58

48"

AFF

X

W/ STACK KIT

ALTO SHAAM

ASC-4E

K1

COMBITHERM OVEN

44/46/37

48"

AFF

208/3 46A

W/ LEGS

ALTO SHAAM

CTC7-20E

1-1/2"

STD - 3/4"

SOFT - 3/4"

X

X

X

X

VC

VC

240/3 25A

K11 RANGE W/ OVEN

X X

EV36S-6FP208

VULCAN

36/42/36 VC 208/3 54A

****REVERSE DOOR SWING****

R1 DEDICATED CLEAN LINE REQD.REGISTER STAND (6)

1 TRAY SLIDE

FABRICATED

44/60/49

UP

STUB

VC 120/1 15A

PROVIDE DEDICATED CIRCUIT

STUB

UP

R2

CASH REGISTER (**7**)

NCR

RealPOS 70xrt

12/14

/14

VV

REFIG FOOD PREP.

PB4

TPP-60

TRUE

115/1

AFF

12"

VC

10.3A72

/34

/40

TABLE

NEMA 5-15P

C1 CONDIMENT STAND (2) FABRICATED 60/30/45 VC

K14

48"

AFF

208/1 14.27A

VC

STRUCT CONCEPTS

B7132

REFRIGERATED

SELF-SERVER CASE (3)

NEMA 6-20P

FLOOR

DRAIN

/32

/82

K39

OVERHEAD SHELF (5)

EAGLE GROUP

60/12/12 VC

DOS1260

12"

AFF

OM1 99/46/34

45A208/1

3/8"

FABRICATED W/4

HOT/COLD WELLS

OMELETTE BAR

VC

OM2

PB1 PIZZA SHOP 118/46/34

AFF

12"

VC

208/1 35A

FABRICATED W/3

HOT/1 COLD WELLS

3/8"

INDUCTION RANGE VOLLRATH

59500P

13/16/4

VC 15A120/1

NEMA 5-15P

(COUNTERTOP)(2)

OG2

HEATED SHELF

(BUILT-IN) (2)

HATCO

GRSB-48-0

120/1 11.9A

VC

BUILT

IN

***BUILT INTO OG1 & P1 LOAD CTR***48

/30

/2

OG4

2-DRAWER WARMER

(BUILT-IN)

HATCO

HDW-2BN

21/27/27 VC

120/1 7.5A

CT1

COUNTER TOP

FABRICATED W/GATE VC

85/36/34

18"

AFF

120/1 14.6A40/42/53 VC

STRUCT CONCEPTS

HUDLR3852

CP1

PASTRY/COOLER

DISPLAY CASE

NEMA 5-15P

X

VV

K43

DUNNAGE SHELF (3)

48/21/12

DRS 480

CAMBRO

K22 32/22/75

48"

AFF

32A

ALTO SHAAM

1200-SK/III

VC

LOW TEMPERATURE

SMOKER OVEN

208/1

/60

K44

CONFIGURATION TO WWW.UNIFIEDBRANDS.NET***

***(6) PROGRAMMED FOR THE CAFE***

***(1) PROGRAMMED FOR THE COFFEE SHOP***

3/8" 220/1

6.6KW

30A

17/21/30

VERISMO

C6E

ESPRESSO MACHINE

XVC

AFF

12"

(EXISTING)

PB15 PIZZA OVEN

WOOD STONE MT. ADAMS 5'

WS-MS-5-RFG-IR

63/45/77 VC

AFF

18"

120/1 1.1A

188K

3/4"

XX

**VERIFY EXISTING REGISTER COUNT**

FLOOR

DRAIN

FLOOR

DRAIN

FLOOR

DRAIN

FLOOR

DRAIN

FLOOR

DRAIN

BUILT

IN

***BUILT INTO OM1 LOAD CTR***

18"

AFF

18"

AFF

22A

/30

/45

EMU183675V4

CAMBROSLIDING RACK STORAGE

SYSTEM (10)

36/18/75

VV

ITEM

EQUIPMENT SPECIFICATIONS

NO.

STEAM

ALTERNATE

ENERGY SOURCE

PREFERRED ENERGY SOURCE

PLUMBING

ELECTRICAL

MODEL

L/W/H

SIZE

WALL

SUPPLIER/

INSTALLER

KW/AMPSVOLTS

POWER

STEAM GAS WASTE

HOT COLD

WATER

ELEC

FOOD SERVICE EQUIPMENT SCHEDULE

VENTILATION

GREASE

LADEN

GAS

LADEN AIR

HEAT OR

MOISTURE

ADDITIONAL NOTES

36/15/78

TTS-121524-3SD

TENNSCO

OF3

LOCKERS (3)

VC

PANINIMS9

PST14

STAR

115/1

AFF

48"

VC

15A

/23

/10

NEMA 5-15P

K23 HANDWASH SINK (4) VC X X X18/12/14

EAGLE GROUP

HSAN-10-F-LRS

X1 EXHAUST HOOD CCTBD TBD

X2 EXHAUST HOOD CCTBD TBD

BUILT

IN

***BUILT INTO OG1 LOAD CTR***

X3 EXHAUST HOOD CCTBD TBD

1/2" B8B

ICE MACHINE

HOSHIZAKI

KMD-600MAH

VC

120/1 15A

BUILT

IN

FLOOR

DRAIN

22/27/37

W/BIN B-300

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C A u t o d e s k

L o c a l R e v i t

M

E P

R

N s t e p h e n s o n r v t

A

M

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 AP MH

Revisions: Date:

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304 1-AQ102

EQUIPMENT PLAN 546-17-109

AutoCAD SHX Text %%uVENDING

AutoCAD SHX Text

2ND FLOOR - KEYPLAN

AutoCAD SHX Text lic. AAC001580

AutoCAD SHX Text p 727.733.9400

AutoCAD SHX Text 585 Main Street, Suite 201

AutoCAD SHX Text Dunedin, Fl 34698

NEW

WALK-IN

FREEZER

100 SF

NEW WALK-IN

FRIDGE

(136 SF)

K39 K38

K39 K38

K39 K38

K39 K38

ES1

R1

R1

K19

K19

K18

K23

K23

K38

K38

K35

K35

K

K

K42

K42

K11

K22

K42

K42

K23

OF5

TS1

TS1

R1

R1

R1

K45

K43

K43 K

K44K44K44K44K44K44K44K44K44K44

0G13

CE13

CE13

CE16

K1K2

ES14

ES14

K40

K50

K40

PB4

K18

B7 PB15

K14

K14

CP1

CB1CT1

CB9MS9

15E 15

C6E

B10 B8

B8A B13

B9 B1B1B11

B6

OG14

OG11

OG11

OG11

OG5

OG2

PB1

K51

OM2OM1

OG1

OG2

OG3

OG4

K23

K46 K14 K15 B8

B8A

B6

B10 B13

B9 B7 B2

K26

K29

K29

K26K20 K40CE14

K48

K38

K39

X3

X1

X2

AREA OF

WORK

SCALE: 3/16" = 1'-0"

2nd FLOOR - LIFE SAFETY PLAN

SERVING LINE

PIZZA PREP

FOOD PREP & PRODUCTION

DRY STORAGE

DUCTS

CHEMICAL

OFFICE

ELEC.

LOCKERS

HALL

DISHWASHING AREA

'-8

'-7

DINING/VENDING

DINING

COFFEE/DELI

'-7

SYMBOLS LEGEND

TRAVEL DISTANCE

TD = 100'

BUILDING DATA:

CODE REFERENCE

PROJECT DESCRIPTION

PROJECT INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C A u t o d e s k

L o c a l R e v i t

M

E P

R

N s t e p h e n s o n r v t

A

M

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 AP MH

Revisions: Date:

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304 1-AW102

LIFE SAFETY PLAN 546-17-109

AutoCAD SHX Text %%uVENDING

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

NOTE: SEE LIGHTING PLAN FOR EMERGENCY LIGHTING FIXTURES.

AutoCAD SHX Text

FIRE EXTINGUISHER & WALL BRACKET

AutoCAD SHX Text

EXIT SIGN WITH BATTERY PACK

AutoCAD SHX Text

FE

AutoCAD SHX Text

DIRECTION OF TRAVEL

AutoCAD SHX Text

TRAVEL DISTANCE (TD)

AutoCAD SHX Text TOTAL SQUARE FOOTAGE: 9,147 sf

AutoCAD SHX Text

TYPE OF CONSTRUCTION (FBC CHAPTER 6): TYPE 2B (PROTECTED, SPRINKLED)

AutoCAD SHX Text MEANS OF EGRESS (FBC CHAPTER 10) POPULATION/ OCCUPANCY LOAD (FROM TABLE 1004.1.2)

AutoCAD SHX Text

MEANS OF EGRESS (FBC CHAPTER 10)

AutoCAD SHX Text

OCCUPANCY (FBC CHAPTER 3): BUSINESS - GROUP B - AMBULATORY CARE

AutoCAD SHX Text

OCCUPANCY:

AutoCAD SHX Text

MINIMUM CORRIDOR AISLE WIDTH (TABLE 1018.2)

AutoCAD SHX Text

MINIMUM CLEAR OPENING OF EXIT DOORS (SECTION 1008.1.1)

AutoCAD SHX Text

MAXIMUM DEAD-END CORRIDOR (FBC 1018.4)

AutoCAD SHX Text

USE

AutoCAD SHX Text

MAXIMUM TRAVEL DISTANCE (TABLE 1016.2)

AutoCAD SHX Text

AT LEAST 34"

AutoCAD SHX Text

96" MIN.

AutoCAD SHX Text

SPRINKLED, BUSINESS OCCUPANCY

AutoCAD SHX Text

AREA

AutoCAD SHX Text

AREA /PERSON

AutoCAD SHX Text

< 50 FT

AutoCAD SHX Text

OCCUPANTS

AutoCAD SHX Text FIRE ALARM REQUIREMENTS: (FBC 907, NFPA 72) FIRE ALARM IS REQUIRED FOR GROUP B, SPRINKLED BUILDING AND IS PROVIDED.

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

300 FT

AutoCAD SHX Text

50 FT

AutoCAD SHX Text 44"

AutoCAD SHX Text 32"

AutoCAD SHX Text Interior renovation of VCS - Patriot Cafe

AutoCAD SHX Text PROJECT NAME: MIAMI VA HEALTHCARE SYSTEM PROJECT LOCATION: 1201 NW 16TH ST. 1201 NW 16TH ST. MIAMI, FLORIDA 33125

AutoCAD SHX Text

COMMON PATH OF EGRESS TRAVEL (SECTION 1014.3)

AutoCAD SHX Text < 100'100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

PROVIDED

AutoCAD SHX Text

TOTAL # OF SPACE EXITS (SECTION 1015.1.1)

AutoCAD SHX Text

AutoCAD SHX Text

2 IF GREATER THAN 49 OCCUPANTS

AutoCAD SHX Text

INTERIOR FINISHES (TABLE 803.9):

AutoCAD SHX Text

EXIT ENCLOSURES AND PASSAGEWAYS

AutoCAD SHX Text

CORRIDORS

AutoCAD SHX Text

OCCUPANCY

AutoCAD SHX Text

ROOMS AND ENCLOSED SPACES

AutoCAD SHX Text

CLASS B

AutoCAD SHX Text

CLASS C

AutoCAD SHX Text

GROUP B

AutoCAD SHX Text

CLASS C

AutoCAD SHX Text

SECOND FLOOR:

AutoCAD SHX Text

KITCHEN (COMMERCIAL)

AutoCAD SHX Text

200 GROSS

AutoCAD SHX Text

3,538 SF

AutoCAD SHX Text

18 PERSONS

AutoCAD SHX Text

247 PERSONS

AutoCAD SHX Text

TOTAL OCCUPANT LOAD

AutoCAD SHX Text

SECOND FLOOR

AutoCAD SHX Text

< 300 FT300 FT

AutoCAD SHX Text AUTOMATIC SPRINKLER SYSTEMS: (FBC 903.2.2 AMBULATORY CARE) AUTOMATIC SPRINKLER IS REQUIRED AND PROVIDED

AutoCAD SHX Text

ASSEMBLY (FIXED SEATS)

AutoCAD SHX Text

AutoCAD SHX Text

110 SEATS

AutoCAD SHX Text

110 PERSONS

AutoCAD SHX Text

ASSEMBLY (UNCONCENTRATED)

AutoCAD SHX Text

15 NET

AutoCAD SHX Text

1,665 SF

AutoCAD SHX Text

111 PERSONS

AutoCAD SHX Text

HALL

AutoCAD SHX Text

100 GROSS

AutoCAD SHX Text

733 SF

AutoCAD SHX Text

8 PERSONS

AutoCAD SHX Text APPLICABLE CODES: FLORIDA BUILDING CODE, SIXTH EDITION 2017 2017 FLORIDA ACCESIBILITY CODE, SIXTH EDITION 2017 2017 FLORIDA MECHANICAL CODE, SIXTH EDITION 2017 2017 FLORIDA PLUMBING CODE, SIXTH EDITION 2017 2017 FLORIDA BUILDING CODE, SIXTH EDITION 2017 2017 FLORIDA FIRE PREVENTION CODE, SIXTH EDITION 2017 2017 NFPA 70, NATIONAL ELECTRICAL 2014 2014 (EXCEPT ARTICLE 80)

AutoCAD SHX Text

2ND FLOOR - KEYPLAN

AutoCAD SHX Text lic. AAC001580

AutoCAD SHX Text p 727.733.9400

AutoCAD SHX Text 585 Main Street, Suite 201

AutoCAD SHX Text Dunedin, Fl 34698

MECHANICAL LEGEND

DUCTWORK SYMBOLS

LIMIT OF DEMOLITION

(WALL TYPE)

(WALL TYPE)

DN

DN

UP

UP

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

SUPPLY TOP REGISTER OR GRILLE (WALL TYPE)

EXHAUST OR RETURN CEILING REGISTER OR GRILLE

EXHAUST OR RETURN BOTTOM REGISTER OR GRILLE

EXHAUST OR RETURN REGISTER OR TOP GRILLE

VANED ELBOW & AIR SPLIT TYPE DUCT TAKE-OFF

CONNECT NEW DUCT TO EXISTING DUCT

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

DNUP RETURN DUCT (UP & DOWN)

10ø

FLEXIBLE CONNECTION, EQUIPMENT,

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES EVEN IF

SYMBOL IS MISSING)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW ROUND DUCT (INSIDE DIMENSIONS: DIAMETER)

EXISTING DUCT TO REMAIN

SMOKE DAMPER

MANUAL VOLUME DAMPER

FLEXIBLE DUCTWORK (INSULATED)

FIRE DAMPER

EXISTING DUCT TO BE REMOVED

VIBRATION

SUPPLY

RETURN45°

RETURN, NO SPLITTER (45° TAP)

STANDARD BRANCH SUPPLY OR

45°

COMBINATION FIRE/SMOKE DAMPER

MIXING BOX SYMBOL

PIPING SYMBOLS

DUCTWORK SYMBOLS

DD FS

D

10x8 NEW RECTANGULAR DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

10x8ø NEW OVAL DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

U 1" DOOR UNDERCUT

FD

SD

CONTROLS DEVICE SYMBOLS

SPACE THERMOSTAT - WALL MOUNTT

SPACE TEMPERATURE SENSOR - WALL MOUNTT

SPACE HUMIDITY SENSOR - WALL MOUNTH

SPACE PRESSURE CONTROLLER & DISPLAY - WALL MOUNT

SPACE PRESSURE SENSOR - WALL MOUNTPS

PC

DRAWING SYMBOLS

DRAWING MATCHLINE

MOTORIZED CONTROL DAMPER

AIRFLOW MEASURING DEVICE

M

AF

M

DD

DUCT SMOKE DETECTOR (FURNISHED BY DIVISION

28, INSTALLED BY DIVISION 23, WIRED BY DIVISION

28)

EQUIPMENT ANNOTATIONS

1-2-AHU13

BUILDING NO. WHERE EQUIPMENT IS LOCATED

ITEM (AIR HANDLER UNIT SHOWN)

ITEM NUMBER (TERMINAL UNIT NO. 1)

MB-X

SQUARE CEILING DIFFUSER

GENERAL PIPING SYMBOLS

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PRESSURE GAGE

THERMOMETER

PIPE UP

PIPE DOWN

VALVE SYMBOLS

BALL VALVE

CHECK VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

GATE VALVE

FLEXIBLE CONNECTION

THREE-WAY CONTROL VALVE

QUICK-COUPLE HOSE CONNECTOR

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENT

AV

MANUAL AIR VENTMV

GATE VALVE WITH 3/4" HOSE ADAPTER

WYE STRAINER (WITH BALL VALVE & HOSE

CONNECTION)

AUTOMATIC FLOW CONTROL VALVE

CALIBRATED BALANCING VALVE

GLOBE VALVE

ANGLE GLOBE VALVE

LOW PRESSURE STEAM SUPPLY

CHILLED WATER SUPPLY

CHILLED WATER RETURN

DRAIN LINE

LOW PRESSURE STEAM CONDENSATE RETURN

LPS

CR

CHWR

CHWS

D

X EXISTING PIPE TO BE REMOVED

FLOOR NO. WHERE EQUIPMENT IS LOCATED

lic. AAC001580 p 727.733.9400

585 Main Street, Suite 201 Dunedin, Fl 34698 www.lunz.com

550 North Reo Street Suite 203, Tampa, FL 33609 813.289.4700

COA # 8304

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DALE A. BACIK, P.E.

FULLY SPRINKLERED

C :\A ut od es k

Lo ca l\R ev it\

M

EP

-R

_n st ep he ns on

.rv t

3/

/2

4:

:1

PM

LEGEND, NOTES AND SCHEDULES

- HVAC

RENOVATE VCS PATRIOT CAFE100% CONSTRUCTION

DOCUMENTS

MIAMI, FL

03/15/2018 NPS DM

1-MH001

546-17-109

NICHOLAS P. STEPHENSON, P.E.

83283

GENERAL NOTES

1 THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATIVE OF

WORK TO BE PROVIDED (FURNISHED AND INSTALLED) UNDER THIS

CONTRACT. DRAWINGS SHOULD NOT BE SCALED. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY SPACE

ALLOCATED PRIOR TO ORDERING EQUIPMENT.

2 PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE FEDERAL,

STATE, AND LOCAL CODES, REGULATIONS, AND STANDARDS ADOPTED

BY THE AUTHORITY HAVING JURISDICTION. IF CONFLICTS EXIST

BETWEEN THESE ENGINEERING DOCUMENTS AND CODES, THE MOST

STRINGENT REQUIREMENTS SHALL GOVERN.

3 ALL CONSTRUCTION WORK SHALL ALSO MEET THE FOLLOWING CODE

REQUIREMENTS:

3A VA HVAC DESIGN MANUAL

3B FLORIDA BUILDING CODE (FBC) 2017

3C FLORIDA EXISTING BUILDING CODE 2017

3D FBC MECHANICAL 2017

3E FBC PLUMBING 2017

3F FBC ENERGY CONSERVATION 2017

3G FLORIDA FIRE PREVENTION CODE 2017

3H NFPA 101-2012, THE LIFE SAFETY CODE

3I NFPA 51B-2009, STANDARD FOR FIRE PREVENTION DURING WELDING,

CUTTING AND OTHER HOT WORK

3J NFPA 13-2010, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS

3K NFPA 90A-2012, STANDARD FOR THE INSTALLATION OF AIR

CONDITIONING AND VENTING SYSTEMS.

3L NFPA 99-2012, STANDARD FOR HEALTH CARE FACILITIES

3M NFPA 241-2009, STANDARD FOR SAFEGUARDING CONSTRUCTION,

ALTERATION AND DEMOLITION OPERATIONS.

4 THE CONTRACTOR SHALL EXAMINE THE EXISTING CONDITIONS UNDER

WHICH HE SHALL OPERATE AND VERIFY THE EXTENT OF WORK

REQUIRED TO COMPLETE THE WORK UNDER THIS CONTRACT.

5 CONTRACTOR SHALL COORDINATE AND SEQUENCE DEMOLITION,

CLEANING, AND CONSTRUCTION WORK.

6 CONTRACTOR SHALL REFER TO ALL DETAILS FOR PROPER GUIDANCE.

7 THE CONTRACTOR SHALL SUBMIT 5 COPIES OF SHOP DRAWINGS AND

EQUIPMENT SUBMITTALS FOR ALL PRODUCTS USED ON PROJECT.

8 THE CONTRACTOR IS REQUIRED TO SUBMIT THREE COMPLETE O&M

MANUALS IN THREE RING BINDERS AT SUBSTANTIAL COMPLETION.

MANUALS SHALL INCLUDE INSTALLATION AND MAINTENANCE DATA ON

ALL NEW EQUIPMENT AND MATERIALS, CERTIFIED TECHNICAL PRODUCT

DATA, EQUIPMENT SHOP DRAWINGS, SPARE PARTS DATA, ETC.

PROVIDE AN INDEX AND ASSOCIATED DIVIDERS.

9 THE CONTRACTOR IS TO MAINTAIN ONE SET OF CONSTRUCTION

DRAWINGS ON SITE TO MARK UP AS-BUILT CONDITIONS WHICH WILL BE

TRANSFERRED INTO CAD FORMAT AND PROVIDED TO THE OWNER ON

COMPACT DISK.

10 ALL PERMITS, FEES, TAXES, ETC SHALL BE PAID BY CONTRACTOR AS

PART OF THE TOTAL PROJECT COST.

11 THE CONTRACTOR SHALL MAINTAIN A COMPLETE PROJECT SCHEDULE

AND SHALL UPDATE THIS SCHEDULE WEEKLY. ANY CHANGES SHALL BE

NOTED AND AN UPDATED SCHEDULE SHALL BE PROVIDED TO THE

OWNER.

12 CLOSE OUT DOCUMENTS: CONTRACTOR SHALL MAINTAIN A SET OF

AS-BUILT DRAWINGS AND KEEP CURRENT DURING CONSTRUCTION OF

THE PROJECT. THIS SET IS TO INCLUDE ALL CONTRACT CHANGES,

MODIFICATIONS AND CLARIFICATIONS. THIS SET ALONG WITH ALL SHOP

DRAWINGS SHALL BE TURNED OVER TO THE ARCHITECT/ENGINEER

AFTER CONSTRUCTION COMPLETION.

MECHANICAL NOTES

28 AIR HANDLING EQUIPMENT WARRANTIES SHALL BE EQUAL TO OR EXCEED

WARRANTY OF SCHEDULED EQUIPMENT, UNLESS NOTED OTHERWISE.

29 INSTALL DUCT SMOKE DETECTOR IN RETURN AIR DUCT OR PLENUM UPSTREAM

OF ANY FILTERS OR OUTSIDE AIR CONNECTIONS, FOR ALL SYSTEMS WITH

DESIGN CAPACITY GREATER THAN 2,000 CFM AND WHERE INDICATED ON PLANS.

30 LOCATIONS OF DUCT MOUNTED SMOKE DETECTORS SHOWN ON DRAWINGS ARE

REFERENCE LOCATIONS ONLY. FINAL PLACEMENT OF DETECTORS IN

DUCTWORK SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER'S

INSTALLATION INSTRUCTIONS. PROVIDE A PRESSURE DIFFERENTIAL TEST AND

MANUFACTURER'S TEST KIT. A COPY OF ALL TEST DATA SHALL BE MADE

AVAILABLE AT FINAL INSPECTION. PROVIDE A READILY ACCESSIBLE DUCT

ACCESS DOOR FOR INSPECTING AND SERVICING EACH DETECTOR. PROVIDE

CEILING/WALL ACCESS PANELS WHERE INSTALLED IN INACCESSIBLE

LOCATIONS; ACCESS PANELS IN RATED CONSTRUCTION SHALL BEAR A U.L.

LABEL. ELECTRICAL CONTRACTOR SHALL PROVIDE WIRE TO DETECTOR.

MECHANICAL CONTRACTOR SHALL INSTALL DETECTOR WITHIN THE DUCTWORK.

31 PROVIDE SEISMIC RESTRAINTS FOR DUCTWORK AND PIPING CONFORMING TO

THE LATEST EDITION OF THE "SMACNA GUIDELINES FOR SEISMIC RESTRAINTS

OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS."

32 PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND

WITHIN 18" OF EACH FIRE RATED WALL. DUCTWORK OR PIPING SHALL NOT BE

SUPPORTED FROM ANY FIRE RATED WALL.

33 FOR DUCTWORK PENETRATING ONE HOUR FIRE RATED WALL, THE ENTIRE DUCT

SYSTEM, TO BE CONSTRUCTED PER SMACNA STANDARDS WITH A MINIMUM OF

26 GA. STEEL DUCT AND SHALL CONTINUE IN THE HORIZONTAL DIRECTION

WITHOUT ANY GRILLE OR OPENING FOR NOT LESS THAN 5'-0" FROM THE WALL

AND DUCT SHALL NOT EXCEED SQUARE INCH REQUIREMENTS OF LOCAL CODE,

OTHERWISE A FIRE DAMPER SHALL BE PROVIDED.

34 PROVIDE TURNING VANES IN ALL RECTANGULAR SUPPLY AIR DUCT ELBOWS

WITH ANGLES FROM 45 DEGREES TO 90 DEGREES PER FIGURES 2-3, 2-4, 2-5 OF

THE 1995 SMACNA DUCT CONSTRUCTION STANDARDS. PROVIDE SINGLE WALL

VANE CONSTRUCTION FOR DUCTS UP TO 48" WIDE, AND DOUBLE WALL VANE

CONSTRUCTION FOR LARGER DIMENSIONS.

35 DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE

AREA).

36 ALL HOOD MAKE-UP AIR DUCTS SHALL BE CONSTRUCTED OF SHEET METAL PER

SMACNA STANDARDS.

37 GREASE HOOD DUCT SYSTEMS SHALL BE INSTALLED PER NFPA 96 AND FBC

MECHANICAL 2014. DUCT MATERIAL SHALL BE CONSTRUCTED OF 16 GAGE

CARBON STEEL NOT LESS THAN 0.055 INCHES (NO. 16G) OR STAINLESS STEEL

NOT LESS THAN 0.044 INCHES (NO. 18G) THICKNESS. ALL JOINTS SHALL BE

EXTERNALLY CONTINUOUS LIQUID-TIGHT WELDS. GREASE DUCT SYSTEMS

SHALL NOT HAVE OPENINGS OTHER THAN THOSE REQUIRED FOR PROPER

OPERATION AND MAINTENANCE. DUCT SYSTEMS SHALL BE DESIGNED AND

INSTALLED SO AS TO PROVIDE AN AIR VELOCITY WITHIN THE DUCT SYSTEM OF

NOT LESS THAN 1,500 FT/MIN AND NO GREATER THAN 2,500 FT/MIN. TO PREVENT

ACCUMULATION OF GREASE. DUCT SYSTEMS SHALL BE CONSTRUCTED AND

INSTALLED AT A SLOPE OF NOT LESS THAN 1/4 UNIT VERTICAL IN 12 UNITS

HORIZONTAL TOWARD THE HOOD. WHERE HORIZONTAL DUCT EXCEEDS 75' IN

LENGTH, SLOPE SHALL NOT BE LESS THAN ONE ONE UNIT VERTICAL IN 12 UNITS

HORIZONTAL, PER FBC MECHANICAL 2014 WITH ALL APPROPRIATE

AMENDMENTS/SUPPLEMENTS. INSULATION FOR THE DUCT WORK SHALL BE 1HR

FIRE RATED DUCT WRAP EQUAL TO PABCO FIRE DUCT.

38 DISHWASHER HOOD DUCT SYSTEM SHALL BE INSTALLED PER NFPA 96 AND

"FLORIDA MECHANICAL CODE 2014 WITH UP TO DATE AMENDMENTS" AND ANY

ADDITIONAL REVISIONS. DUCT MATERIAL SHALL BE CONSTRUCTED OF 18 GAGE

STAINLESS STEEL NOT LESS THAN 0.044 INCHES (NO. 18G) THICKNESS. ALL

JOINTS SHALL BE EXTERNALLY CONTINUOUS LIQUID-TIGHT WELDS. DUCT

SYSTEMS SHALL NOT HAVE OPENINGS OTHER THAN THOSE REQUIRED FOR

PROPER OPERATION AND MAINTENANCE. TO PREVENT ACCUMULATION OF

WATER, DUCT SYSTEMS SHALL BE CONSTRUCTED AND INSTALLED AT THE

APPROPRIATE SLOPE TOWARD THE HOOD, PER FBC MECHANICAL 2014 WITH ALL

APPROPRIATE AMENDMENTS/SUPPLEMENTS.

39 CONTRACTOR SHALL COORDINATE ALL INTAKE/EXHAUST LOCATIONS TO

ENSURE MINIMUM 10'-0" DISTANCE BETWEEN ANY INTAKES AND EXHAUSTS,

PLUMBING VENTS, RELIEF, ETC.

40 ALL HVAC EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS UNLESS INDICATED OTHERWISE.

41 CONTRACTOR SHALL THOROUGHLY CLEAN AND ENSURE PROPER OPERATION

OF ANY EXISTING HVAC EQUIPMENT. ANY CHANGE TO THE SYSTEM SHALL

RESULT IN EQUIPMENT MODIFICATIONS (AS REQUIRED) INCLUDING BUT NOT

LIMITED TO REPLACING MOTORS, VFDS, PULLEYS, SHEAVES, BELTS, ETC.

42 MECHANICAL CONTRACTOR SHALL SIZE AND INSTALL REFRIGERANT PIPING PER

MANUFACTURER'S RECOMMENDATIONS. REFRIGERANT PIPING SHALL BE TYPE

"L" COPPER WITH SOLDERED OR BRAZED JOINTS AND 1" CLOSED CELL

INSULATION. ALL PIPING EXPOSED TO EXTERNAL ELEMENTS SHALL BE

JACKETED WITH UV STABILIZED PVC OR ALUMINUM SHEETING. PRE-CHARGED

LINES AND SOLDER ON SHORT 90'S ARE NOT ACCEPTABLE. CONTRACTOR SHALL

USE SWEEPING 90'S AT EVERY BEND WITH EXCEPTION OF EQUIPMENT

CONNECTIONS.

43 CONTRACTOR SHALL PROVIDE A PERMANENT/PROFESSIONAL LABEL FOR EACH

PIECE OF EQUIPMENT, ASSOCIATED THERMOSTAT(S) AND/OR SENSOR(S).

44 EQUIPMENT LOCATION IDENTIFICATIONS AT CEILINGS: WHERE VALVES,

EQUIPMENT SUCH AS VAV BOXES, FANS, ETC., CIRCUIT BREAKERS, OR OTHER

ITEMS SUBJECT TO ROUTINE SERVICE, ARE MOUNTED IN A CONCEALED AREA

ABOVE A CEILING, THE CEILING MUST BE MARKED WITH A LABEL UNDER THE

SERVICED DEVICE. THE LABEL SHALL CARRY APPROPRIATE IDENTIFICATION

TAG.

45 DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER MECHANICAL

SYSTEM COMPONENTS SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING

SUSPENSION SYSTEM.

46 METAL DUCTWORK SHALL BE CONNECTED TO MECHANICAL EQUIPMENT WITH

FLEXIBLE DUCT CONNECTORS EQUAL TO DURO DYNE "SUPER METAL-FAB" WITH

EXCELON FABRIC; "GRIP LOC" SEAM; 24 GAGE METAL TABS. INSULATION SHALL

BE INSTALLED OVER METAL TABS AS TO NOT CAUSE FRICTION ON FABRIC.

47 LOW PRESSURE SUPPLY, RETURN, AND TRANSFER DUCTWORK SHALL BE

EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH

LATEST SMACNA STANDARDS UNLESS OTHERWISE NOTED. DUCT INSULATION

TO BE 2.0" THICK FOIL BACK WRAP, K=0.25 BTU-IN./SF-HR-°F 1.50LB/CF AS

MANUFACTURED BY JOHNS MANVILLE OR EQUAL. JOINTS TO BE STAPLED AND

TAPED WITH PRESSURE SENSITIVE TAPE (PER FMC 603) AS MANUFACTURED BY

COMPAC INDUSTRIES MODEL #120 (FLAME SPREAD = 5, SMOKE DEVELOPED = 10)

OTHER ACCEPTABLE MANUFACTURERS ARE OWENS CORNING AND KNAUF.

48 EXPOSED DUCTWORK SHALL BE DOUBLE WALL INSULATED DUCT EQUAL TO

LINDAB "SPIROSAFE OR SPIROOVAL DOUBLE WALL SELF SEALING DUCT" WITH 2"

R=8 INSULATION. DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH

LATEST SMACNA STANDARDS UNLESS OTHERWISE NOTED. ALL EXPOSED DUCT

SHALL CONTAIN FACTORY ADDED DIFFUSERS/GRILLES EQUAL TO SCHEDULED

MAKE AND MODEL. PAINT GRIP AND PAINT PER ARCHITECT. UNLESS

OTHERWISE NOTED.

49 IN LIEU OF DOUBLE WALL INSULATED DUCTWORK FOR EXPOSED DUCTWORK,

INTERNALLY LINED SPIRAL ROUND SHEET METAL SHALL BE USED. INTERNAL

INSULATION SHALL BE EQUAL TO JOHNS MANVILLE SPIRACOUSTIC PLUS AND

SHALL BE A MINIMUM OF 1.5" THICK WITH A 4.0 LB/CF DENSITY AND

ANTI-MICROBIAL COATING. CONFORM WITH UL STANDARDS FOR SAFETY AIR

DUCT, NO. 181, 1967 ESTABLISHED FOR CLASS 1 AIR DUCTS. DUCT SHALL BE

PAINT GRIP AND PAINT PER ARCHITECT. UNLESS OTHERWISE NOTED.

50 ALL MEDIUM PRESSURE SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED

SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA

STANDARDS. DUCT INSULATION TO BE 2.0" THICK FOIL BACK WRAP, K=0.25

BTU-IN./SF-HR-°F 1.50 LB/CF AS MANUFACTURED BY SCHULLER. JOINTS TO BE

STAPLED AND TAPED WITH PRESSURE SENSITIVE TAPE AS MANUFACTURED BY

COMPAC INDUSTRIES MODEL #120 (FLAME SPREAD = 5, SMOKE DEVELOPED = 10)

OTHER ACCEPTABLE MANUFACTURERS ARE OWENS CORNING AND KNAUF.

51 ALL RETURN AIR DUCTWORK SHALL BE INTERNALLY INSULATED SHEET METAL

CONSTRUCTION, UNLESS DOUBLE WALL INSULATED, IN ACCORDANCE WITH THE

LATEST SMACNA STANDARDS UNLESS OTHERWISE NOTED. DUCT INSULATION

SHALL BE 1.5" THICK DUCT BOARD (EQUAL TO JOHNS MANVILLE BONDED WITH

THERMO SETTING RESIN ON AIR STREAM SIDE WITH AN ANTI-MICROBIAL

COATING) AND CONFORM WITH UL STANDARDS FOR SAFETY AIR DUCT, NO. 181,

1967 ESTABLISHED FOR CLASS 1 AIR DUCTS. FACING SHALL BE FSK ALUMINUM

FOIL.

52 FLEXIBLE DUCT SHALL HAVE CONTINUOUS TEAR RESISTANT LINER ENCASED BY

INSULATING MATERIAL WITH AN OUTER VAPOR JACKET CONFORMING TO UL181

UNLESS THE FLEX DUCT MEETS THE CRITERIA STATED IN 2014 FLORIDA

BUILDING CODE SECTION 419.3.6.4.

53 COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES AND FIRE

SPRINKLER HEADS.

54 CONTRACTOR SHALL SUPPLY PIPE SUPPORTS 4'-0" ON CENTERS FOR

REFRIGERANT LINES AND CONDENSATE LINES. SUPPORTS SHALL BE PER

DETAILS.

55 PROVIDE COMMISSIONING FOR ALL MECHANICAL EQUIPMENT INCLUDING BUT

NOT LIMITED TO:

55A A COMMISSIONING PLAN.

55B TESTING, ADJUSTING, AND BALANCING OF AIR DISTRIBUTION SYSTEMS.

55C CONDUCT FUNCTIONAL PERFORMANCE TESTING.

55D PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS.

55E PRIOR TO FINAL INSPECTION, PROVIDE RECORD DRAWINGS, OPERATING AND

MAINTENANCE MANUALS, SYSTEM BALANCING REPORT, AND FINAL

COMMISSIONING REPORT TO THE OWNER.

MECHANICAL NOTES

1 THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH SUBMITTED

EQUIPMENT TO ENSURE ALL INLET/OUTLET CONNECTIONS COORDINATE WITH

FIELD INSTALLED DUCTWORK AND MAKE ANY NECESSARY DUCT MODIFICATIONS

TO ENSURE PROPER OPERATION OF MECHANICAL EQUIPMENT.

2 SUBMITTALS SHALL MEET SCHEDULED DESIGN CHARACTERISTICS, INCLUDING

BUT NOT LIMITED TO CFMS, EAT(DB/WB), ESP, CAPACITIES, VOLTAGES/PHASES,

MCA/MOCP, SONES, ETC.

3 ALL DUCT CONSTRUCTION, INSTALLATION, AND SUPPORTS ARE TO COMPLY

WITH LATEST EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS

METAL AND FLEXIBLE DUCT. ALL DUCTWORK SHALL BE 2" PRESSURE CLASS

UNLESS OTHERWISE NOTED.

4 ROUND DUCTS AND FITTINGS SHALL BE SPIRAL SEAM CONSTRUCTION,

MANUFACTURED FROM G60 GALVANIZED STEEL ACCORDING TO ASTM A653/A924

AND AS SPECIFIED. RECTANGULAR DUCTWORK SHALL BE MANUFACTURED

FROM G60 GALVANIZED SHEET METAL STEEL ACCORDING TO ASTM A653/A653M

AND AS SPECIFIED.

5 INSULATE ALL CONCEALED, SINGLE WALL SUPPLY, RETURN, AND OUTSIDE AIR

DUCTS WITH 2" THICK EXTERNAL MINERAL-FIBER BLANKET INSULATION, MINIMUM

R-6, K=0.25 BTU-IN./SF-HR-°F, 1.5 LB/CF NOMINAL DENSITY, COMPLYING WITH ASTM

C553 TYPE II AND ASTM C1290 TYPE III, JOHNS MANVILLE MICROLITE OR EQUAL.

JOINTS TO BE STAPLED AND TAPED WITH PRESSURE SENSITIVE TAPE AS

MANUFACTURED BY COMPAC INDUSTRIES MODEL #120 (FLAME SPREAD = 5,

SMOKE DEVELOPED = 10) OTHER ACCEPTABLE MANUFACTURERS ARE OWENS

CORNING AND KNAUF.

INSULATE ALL CONCEALED, SINGLE WALL SUPPLY, RETURN, AND OUTSIDE AIR

DUCTS WITH 2" THICK EXTERNAL MINERAL-FIBER BLANKET INSULATION, MINIMUM

R-6, K=0.25 BTU-IN./SF-HR-°F, 1.5 LB/CF NOMINAL DENSITY, COMPLYING WITH ASTM

C553 TYPE II AND ASTM C1290 TYPE III, JOHNS MANVILLE MICROLITE OR EQUAL.

JOINTS TO BE STAPLED AND TAPED WITH PRESSURE SENSITIVE TAPE AS

MANUFACTURED BY COMPAC INDUSTRIES MODEL #120 (FLAME SPREAD = 5,

SMOKE DEVELOPED = 10) OTHER ACCEPTABLE MANUFACTURERS ARE OWENS

CORNING AND KNAUF.

6 INSULATE ALL EXPOSED DUCTWORK [IN MECHANICAL ROOMS] WITH EXTERNAL

MINERAL-FIBER DUCT BOARD, JOHNS MANVILLE SPIN-GLAS OR EQUAL. DUCT

BOARD SHALL BE 2" THICK, 4.25 LB/CF NOMINAL DENSITY FOR SOUND

ABSORPTION, COMPLYING WITH ASTM C612 TYPE 1A OR TYPE 1B. PROVIDE WITH

FSK VAPOR BARRIER JACKET AND ALL JOINTS SECURELY TAPED WITH

PRESSURE SENSITIVE TAPE PER FMC 603, FASSON 0810 OR APPROVED EQUAL,

AND COVERED WITH MASTIC AND FIBROUS GLASS FABRIC. MASTIC SHALL BE

APPLIED CLEANLY MEANING THAT EDGES SHALL BE TAPED OFF PRIOR TO

APPLYING THEN REMOVED IN ORDER TO GIVE CLEAN MASTIC EDGES/LINES.

AFTER MASTIC HAS DRIED, FOIL TAPE WITH BUTYL ADHESIVE BACKING SIMILAR

TO HARDCAST PRODUCTS SHALL BE USED TO COVER MASTIC TO PROVIDE A

CLEAN FOIL DUCT WITH NO MASTIC EXPOSED. METAL TO FIBERGLASS

CONNECTIONS TO BE MADE USING 3" WIDE GLASS FABRIC TAPE WITH FOSTER

30/35 MASTIC OR EQUAL. SUPPORT DUCTS WITH 1x2x1 22-GAGE MINIMUM

CHANNELS AND STRAP OR 12-GAGE WIRE FROM BUILDING CONSTRUCTION.

SUSPEND FROM JOISTS WITH BEAM CLAMPS. PROVIDE HOT DIPPED STEEL

FASTENERS, ANCHORS, RODS, STRAPS, TRIM AND ANGLES FOR SUPPORT OF

DUCTWORK.

7 ALL WALL-MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL BE

INSTALLED AT AN ELEVATION OF 48" ABOVE FINISHED FLOOR TO THE TOP

UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF WALL-MOUNTED

THERMOSTATS SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT

APPEARANCE. FINAL LOCATION OF THERMOSTATS SHALL BE SUBJECT TO THE

APPROVAL OF THE ENGINEER OR REPRESENTATIVE IN THE FIELD.

8 ALL SUPPLY AIR DIFFUSERS SHALL BE 4-WAY THROW UNLESS NOTED

OTHERWISE. CONTRACTOR SHALL PAINT INSIDE EACH RETURN GRILLE'S

PLENUM AND DUCT CONNECTION FLAT BLACK TO CONCEAL CONNECTION.

COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES AND FIRE

SPRINKLER HEADS. PRIOR TO INSTALLATION, THE CONTRACTOR IS TO REFER

TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR ACTUAL FINAL

LOCATIONS OF AIR DEVICES.

9 DIFFUSERS/GRILLES SHALL NEVER BE INSTALLED ON SURFACE OF ACOUSTICAL

LAY-IN TILE. ALL DIFFUSERS/GRILLES IN LAY-IN CEILINGS SHALL BE LAY-IN

PANEL MOUNT. REFER TO SCHEDULE. GYPSUM BOARD SURFACE MOUNT

DIFFUSERS SHALL NOT BE BEVEL MOUNT.

10 CONTRACTOR SHALL COORDINATE DIFFUSER/GRILLE LOCATIONS WITH

STRUCTURE IN EXPOSED SITUATIONS IN ORDER TO ENSURE AIR IS NOT

DIRECTLY SUPPLIED OR RETURNED OVER STRUCTURE OR OTHER TRADE

COMPONENTS SUCH AS FIRE SPRINKLER PIPING, PLUMBING PIPING, ETC.,

CAUSING DUST ACCUMULATION. DUCTWORK ALONG WITH DIFFUSER/GRILLE

LOCATIONS SHALL BE INSTALLED SYMMETRICALLY WITH ANY ADJACENT

DUCTWORK/GRILLES. CENTER DIFFUSERS/GRILLES BETWEEN STRUCTURAL

MEMBERS WHERE DUCTWORK AND STRUCTURAL MEMBERS ARE EXPOSED.

CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL INSTALLATION APPEARANCE

AND SHALL MAKE APPROPRIATE CHANGES WHERE DIRECTED BY

ARCHITECT/ENGINEER AT THEIR OWN EXPENSE WHERE ITEMS ARE NOT

INSTALLED PER ABOVE STANDARDS.

11 CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT BY

AN AABC OR NEBB CERTIFIED AGENCY. THIS REPORT MUST BE REVIEWED AND

APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. THE

CONTRACTOR MUST ALSO PROVIDE ALL REPORTS REQUIRED BY THE

SPECIFICATION. OUTDOOR TEMPERATURE (DB); OUTSIDE AIR (DB/WB & CFM);

SUPPLY AIR AT UNIT DISCHARGE (DB/WB & CFM); RETURN AIR {MIXED} (DB/WB &

CFM); LEAVING COIL (DB/WB); DIFFUSER/GRILLE (DB/WB); EQUIPMENT (EWT/LWT);

EQUIPMENT (EAT/LAT); EQUIPMENT (GPM); EQUIPMENT (PRESSURES). OUTSIDE

AIR CFM SHALL BE MEASURED DIRECTLY AND NOT CALCULATED FROM THE

DIFFERENCE BETWEEN SUPPLY AIR CFM AND RETURN AIR CFM.

12 ALL AIR HANDLING UNITS SHALL BE MECHANICALLY ATTACHED TO OTHER AIR

DISTRIBUTION SYSTEM COMPONENTS. AIR HANDLING UNITS LOCATED OUTSIDE

THE CONDITIONED SPACE SHALL BE SEALED USING APPROVED CLOSURE

SYSTEMS CONFORMING TO THE APPROVED CLOSURE AND MECHANICAL

APPLICATION REQUIREMENTS OF FLORIDA BUILDING CODE.

13 ALL DUCTWORK MUST BE INSTALLED 6" AWAY FROM ANY FIRE RATED WALL TO

FACILITATE INSPECTION.

14 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION

SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE

INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR

OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES, ETC. IDEALLY

DUCTWORK SHALL BE INSTALLED FIRST.

15 PENETRATIONS THROUGH SMOKE OR FIRE-RATED ASSEMBLIES: PENETRATIONS

FOR PIPES, CONDUITS OR OTHER PURPOSES THROUGH ASSEMBLIES (FLOORS,

ROOF, WALLS, PARTITIONS, ETC.) WITH A REQUIRED FIRE RESISTANCE RATING

SHA…