ATTACHMENT 2 - Drawings - Part 1.pdf

AREA OF

WORK

CREDIT UNION

BOCA CIEGO BAY

BAY PINES BOULEVARD

FISHER HOUSE

TIMUCHUAN LAKE

BLDG. 100

BLDG. 110

BLDG. 106

T

H W

A Y

N

BILL YOUNG BLVD.

BLDG. 109

PARKING

GARAGE

BLDG.102

A WING

B WING

C WING

D WING

BLDG. 20

HOOVER BLVD.

C E M

E

TE

R Y R

D

9TH ST.

BLDG. 101

BLDG. 71

BLDG. 2

BLDG. 36

BAY PINES

NATIONAL

CEMETERY

MENTAL HEALTH BLDG.

BLDG. 1

BLDG. 22

BLDG. 107

L A

G O

O N

BAY PINES, FL. VA

MEDICAL CENTER

S T A

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AR0012462

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC.

MECHANICAL, ELECTRICAL, PLUMBING

305 EAST DRIVE, SUITE H

MELBOURNE, FL. 32904

321.45.9026 P

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

PENNONI ASSOCIATES, INC.

CIVIL & STRUCTURAL

5755 RIO VISTA DRIVE

CLEARWATER, FL. 33760

727.325.1246 P

TERRACON

ENVIRONMENTAL / GEOTECHNICAL

5463 W. WATERS AVE., SUITE 830

TAMPA, FL. 33634

813.221.0050 P

813.221.0051 F

Director Signatures

Chief of Staff

Assistant Director Chief Engineer

Assistant Chief Engineer Department Head

/3

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CONSTRUCT DENTAL CLINIC

02/03/2023

COVER SHEET

GI001

BRMD

516-349

BAY PINES VAMC

CONSTRUCT DENTAL CLINIC

10,000 Bay Pines Blvd. Bay Pines, Fl. 33744 PROJECT #: 516-349

AMBER MILTON

100% Construction Set 21005.00

MY801 MECHANICAL SCHEDULES

E-001 ELECTRICAL LEGENDS

E-002 ELECTRICAL GENERAL NOTES

ES101 ELECTRICAL SITE PLAN

EL101 FIRST FLOOR PLAN - LIGHTING

EP101 FIRST FLOOR PLAN - POWER

EP102 ROOF PLAN - POWER

EX401 ELECTRICAL ENLARGED PLANS

EX402 ELECTRICAL ENLARGED PLANS

EX501 ELECTRICAL DETAILS

EX502 ELECTRICAL DETAILS

EX601 ELECTRICAL ONE LINE DIAGRAM

EY801 ELECTRICAL SCHEDULES

EY802 ELECTRICAL SCHEDULES

EY803 ELECTRICAL SCHEDULES

T-001 TELECOM LEGEND ANDABBREVIATIONS

TS100 TELECOM SITE FIBER ROUTING

TA101 TELECOM PA/AV

TN101 TELECOM DATA/ACCESS/CCTV

TX401 TELECOM ENLARGED VIEWS

TX501 TELECOM DETAILS

TX601 TELECOM RISERS AND DIAGRAMS

QH701 FF&E PLAN

FA001 FIRE ALARM LEGEND SYMBOLS AND NOTES

FA101 FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM DIAGRAMS

FX001 FIRE PROTECTION LEGENDS, SYMBOLS, AND NOTES

FX101 FIRE PROTECTION DEMOLITION PLAN

FX201 FIRE PROTECTION FIRST FLOOR PLAN - HAZARD PLAN

FX202 FIRE PROTECTION FIRST FLOOR PLAN - PIPING PLAN

FX501 FIRE PROTECTION DETAILS

P-001 PLUMBING LEGENDS, SYMBOLS, AND NOTES

PD111 PLUMBING DEMOLITION PLAN

PJ101 PLUMBING UNDERSLAB GRAVITY PLAN

PJ111 PLUMBING FIRST FLOOR GRAVITY PLAN

PJ121 PLUMBING ROOF GRAVITY PLAN

PK111 PLUMBING FIRST FLOOR PRESSURE PLAN

PG101 PLUMBING UNDERSLAB MED GAS PLAN

PG111 PLUMBING FIRST FLOOR MED GAS PLAN

PX401 PLUMBING ENLARGED PLANS

PY501 PLUMBING DETAILS

PY502 PLUMBING DETAILS

PY503 PLUMBING DETAILS

PY601 PLUMBING GRAVITY ISOMETRICS

PY602 PLUMBING STORM ISOMETRICS

PY603 PLUMBING PRESSURE ISOMETRICS

PY604 PLUMBING MED GAS ISOMETRICS

PY605 PLUMBING NATURAL GAS ISOMETRICS

PY801 PLUMBING SCHEDULES

M-001 MECHANICAL LEGENDS, SYMBOLS, & GENERAL NOTES

MD111 MECHANICAL DEMOLITION PLAN

MH111 MECHANICAL DUCTWORK PLAN

MH112 MECHANICAL PRESSURIZATION PLAN

MH113 MECHANICAL ROOF PLAN

MP111 MECHANICAL PIPING PLAN

MX301 MECHANICAL SECTION VIEWS

MX401 MECHANICAL ENLARGED VIEWS

MY501 MECHANICAL DETAILS

MY502 MECHANICAL DETAILS

MY503 MECHANICAL DETAILS

MY701 MECHANICAL CONTROLS

MY702 MECHANICAL CONTROLS

GI001 COVER SHEET

GI002 GENERAL NOTES

GC100 CODE DATA

VF-041 TOPOGRAPHIC SURVEY

GC-051 EROSION CONTROL PLAN - STAGE 1

GC-052 EROSION CONTROL PLAN - STAGE 2

GC-053 BORING LOGS

CD-071 DEMOLITION PLAN

GK-072 EROSION CONTROL NOTES AND DETAILS

CS-100 GEOMETRIC CONTROL PLAN

CS-101 SITE PLAN

CG-151 GRADING AND DRAINAGE PLAN

CS-170 OVERALL UTILITY PLAN

CS-171 UTILITY PLAN

LS-401 LANDSCAPE PLAN

CS-401 STORM SEWER PROFILES

CS-402 STORM SEWER PROFILES

CK-601 SITE DETAILS

CK-602 SITE DETAILS

S001 STRUCTURAL GENERAL NOTES

S002 WIND TABLES & SCHEDULES

SB100 FOUNDATION PLAN

SF100 ROOF FRAMING PLAN

SF101 ROOF FRAMING PLAN - BID DEDUCT ALTERNATE

SJ501 FOUNDATION DETAILS

SJ502 DETAILS

SJ510 FRAMING DETAILS

SJ601 WALL SECTIONS

SJ602 WALL SECTIONS

SJ901 ISOMETRIC VIEW

AE001 WALL TYPES

AE101-D DIMENSION PLAN

AE101-N NOTE PLAN

AE103 ROOF PLAN

AE201 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE311 WALL SECTIONS

AE312 WALL SECTIONS

AE313 SECTION DETAILS

AE314 PLAN DETAILS

AI401 INTERIOR ELEVATIONS

AI402 INTERIOR ELEVATIONS

AI403 INTERIOR ELEVATIONS - TOILET ACCESSORIES

AI511 CASEWORK SECTIONS & DETAILS

AI601 DOOR SCHEDULE, TYPES, AND DETAILS

AI602 STOREFRONT, CURTAINWALL, AND LOUVER TYPES

AF101 FINISH PLANS

AC101 REFLECTED CEILING PLAN

DRAWING INDEX

N

N.T.S.Scale:

Vicinity Map

Revisions Date

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

P-2X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/3

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CONSTRUCT DENTAL CLINIC

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GENERAL NOTES

GI002

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

GRAPHIC SYMBOLSGENERAL CONSTRUCTION NOTES

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE METAL STUD BLOCKING ASSEMBLIES AT

TOILET ACCESSORIES, HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK,

MOUNTING BRACKETS AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN

THE CONTRACT DOCUMENTS AND AS RECOMMENDED BY PRODUCT

MANUFACTURERS.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. iF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL BE SUBJECT TO

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER CODES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE VA'S CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE FOR REPAIRING, REFINISHING, AND/OR

REPLACING OF ANY DAMAGED EXISTING MATERIALS THAT WAS/ARE TO

REMAIN DURING THE COURSE OF DEMOLITION OR NEW WORK. REPAIRED

AND/OR REFINISHED MATERIALS TO MATCH ADJACENT EXISTING SURFACES.

CONTRACTOR TO VERIFY PROPER COURSE OF ACTION TO BE TAKEN WITH

REPAIRING, REFINISHING, OR REPLACING OF EXISTING WORK WITH THE VA

CONTRACTOR OFFICER REPRESENTATIVE.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

UP

0-HR Smoke Partition

1-HR Smoke Barrier

1-HR Fire Barrier

2-HR Fire Barrier

Means of Egress and Egress Capacity

Existing Wall to Remain

New Wall

Fire Extinguisher

CODE LEGEND

9,047.27

SF

Business

Occupancy Type

Assembly - Less Concentrated

Business

Business - Collaboration

Business - Incidental Industrial

Business - Incidental Storage

Waiting

Special Needs Treatment

Treatment

Treatment

Treatment

Treatment

Treatment

Treatment

Treatment

Oral Surgery

Oral Surgery

Equipment Storage

Mechanical

Medical Mechanical

Dental Laboratory

Mens Locker Room

Staff Toilet

133A

Staff Toilet

135A

Supervisor Office

111A

AO Office

111B

Assistant Director Office

111C

HAC

Dirty Storage

Clean Linen

Data

Sterile Instrument

Storage

Treatment

Treatment

Treatment

Treatment

Treatment

Treatment

Treatment

Clean Storage

Vestibule

100A

Corridor

C-2

Corridor

C-1

Corridor

C-3

Corridor

C-4

Elec

CT/Cone Beam

Radiographic Panoramic

Reception

Workstation

111I

Business Office

Unisex Toilet

Unisex Toilet

Conference

111G

Director's Office

111D

Break Room

111F

Staff Toilet

111E

455.63

SF

Business - Incidental Industrial

387.10

SF

Business - Incidental Storage

275.57

SF

Business - Collaboration

186.50

SF

Business - Collaboration

NFPA 101: 38.2.5 - Dead-End Corridor: 50'-0" Max.

Provided: 46'-9 5/16"

NFPA 101: 7.5.1.3.3

-Business Occupancy

-Min. Seperation of Exits (Sprinklered) 177'-3" / 3 = 59'-1"

-Provided 158'-0"

NFPA 101: Table 7.3.3.1 -Level Components (New Construction)

67 Occ. x .2"/occ. = 13.4" min. width (48" provided)

NFPA 101: 7.2.1.4.2 (Area within Dashed Line) -Max Occ. Load for Free Direction of Door Swing:

-50 Occupants -Provided:

Business Use: 1,862 SF / 150sf/occ. = 13 Occ.

Business - Collab. 273 SF / 30sf/occ. = 10 Occ.

Business - Collab. 187 SF / 30sf/occ. = 7 Occ.

Total = 30 Occ.

NFPA 101: Table 7.3.3.1 -Level Components (New Construction)

68 Occ. x .2"/occ. = 13.6" min. width (72" provided)

NFPA 101: 38.2.6.3

-Business Occupancy

-Max. Travel Distance: 300'-0" -Provided: 150'-0"

Workstation

111O

Workstation

111N Workstation

111M

Workstation

111L

Workstation

111K

Workstation

111J

Womens Locker Room

Alcove

111Q

Resident Workstations

111P

PG-18-13

-Max Slope - Accessible Route - 1:33

1:34

137.62

SF

Business - Incidental Storage

747.06

SF

Assembly - Less Concentrated

Wheelchair Alcove

100B

Project Data Project Name: Construct Dental Clinic Project Number: VA#: 516-349 / RDC/JPA#: 21005 Project Address: Bay Pines VAMC

10,000 Bay Pines Blvd.

Bay Pines, Fl. 33744

Project Description: A single story, 11,236 SF Dental Clinic new build.

Applicable Building Codes & Design Manuals -Authority Having Jurisdiction: Bay Pines Veterans Affairs Medical Center -Building Codes: NFPA 101: Life Safety Code, 2021

International Building Code (IBC), 2021 -Accessibility Codes: Architectural Barriers Act Accessibility Standards (ABAAS) w/ VA supplement, Barrier Free Design Guide (PG-18-13).

-Energy Code: ASHRAE 90.1-2013 -Mechanical Code: 2021 International Mechanical Code -Plumbing Code: 2018 International Plumbing Code -Electrical Code: 2020 NFPA 70 National Electrical Code -Fire Codes: NFPA 13: Standard for the Installation of Sprinkler System, 2022

NFPA 72: National Fire Alarm and Signaling Code, 2022

-VA Design Guides & Manuals:

-PG-18-10: Architectural Design Manual -PG-18-10: Physical Security Design Manual for VA Life-Safety Protected Facilities -PG-18-12: Dental Service Design Guide

Life Safety Summary Occupancy: Business (with incidental industrial, storage, and Assembly)

NFPA 101 - 6.1.2.1 & 6.1.14.1.3

Assemblies with 50 occupancy of 50 or abeled 'incidental' occupancy.

NFPA 6.1.2.1 - Definition of Assembly: Gathering of 50 or more persons.

Hazard Classification: Ordinary Construction Type: Types II (000)

-IBC Equivalanet - Type IIB Fire Resistance Ratings

Exterior Bearing Walls 0 Hours Interior Bearing Walls 0 Hours Columns 0 Hours Beams, Girders, Trusses 0 Hours Floor Construction 0 Hours Roof Construction 0 Hours Interior Non-Bearing Walls 0 Hours Exterior Non-Bearing Walls 0 Hours

Required Separations Industrial (Incidental) 0 Hour Storage (Incidental) 0 Hour - Smoke Separation Electrical Rooms 1 Hour Fire Barrier Corridors 0 Hour

Allowables / Actuals (Fully Sprinklered) -Height (IBC Table 504.3) 75' / 20'-9" (at Roof Monitors) -Stories (IBC Table 504.4) 4 / 1 -Square Footage (IBC Table 504.2) 92,000 SF / 11,237 SF

Travel Distance Restrictions:

Travel Distance to Exits 300' Common Path of Travel 100' Dead-End Corridor Limit 50'

Seismic Design Category A Maximum # of Occupants for Single Egress from area.

Min. Fire Protection for Openings in Fire-Rated Assemblies Component Walls Fire Doors Vision Panel (Size) FR Vision Panel FR Window Fire Barriers 2 hr 1-1/2 hr Max Tested D-H-90 or D-H-W-90 Not Perm.

1 hr 3/4 hr Max Tested D-H-45 or D-H-W-20 3/4 hr.

Smoke Barriers 1 hr 1/3 hr Max Tested D-20 or D-W-20 3/4 hr Smoke Partitions 1 hr 1/3 hr Max Tested D-20 or D-W-20 3/4 hr

0 hr 1/3 hr Max Tested D-20 or D-W-20 1/3 hr

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

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CONSTRUCT DENTAL CLINIC

02/03/2023

CODE DATA

GC100

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

N Scale: 1/8" = 1'-0"1 Code Plan

Occupancy Schedule

Name Gross Area Area per Person Notes Occupants

Assembly - Less Concentrated 747.06 SF 15.00 SF 50

Assembly Use 747.06 SF 50

Business 9,047.27 SF 150.00 SF 61

Business - Collaboration 275.57 SF 30.00 SF 10

Business - Collaboration 186.50 SF 30.00 SF 7

Business Use 9,509.35 SF 78

Business - Incidental Industrial 455.63 SF 100.00 SF 5

Industrial Use 455.63 SF 5

Business - Incidental Storage 387.10 SF 500.00 SF 1

Business - Incidental Storage 137.62 SF 500.00 SF 1

Storage Use 524.73 SF 2

Grand total 11,236.76 SF 135

Room Schedule

Rm # Name Room Codes

Designed Net Area

Program Net Area Comments

118 Elec 155 SF

120 Oral Surgery DNTS1 224 SF 225 SF

121 Sterile Instrument Storage UCCL1 147 SF 480 SF 120 SF + 30 NSF per every treatment room after 4 treatment rooms

123 Clean Storage SRS01 55 SF 320 SF 100 SF + 20 NSF per every treatment room after 5 treatment rooms.

124 Oral Surgery DNTS1 224 SF 225 SF

125 Clean Linen LCCL1 46 SF 60 SF

126 Equipment Storage JANC1 104 SF 60 SF

127 Dirty Storage LCSL2 54 SF 60 SF

129 HAC DNSC3 47 SF 400 SF 100 NSF + 25 NSF per every treatment room after 4 treatment rooms.

131 Roof Hatch 16 SF

133 Mens Locker Room LR002 126 SF 90 SF

133A Staff Toilet TNPG1 67 SF 60 SF

135 Womens Locker Room LR002 126 SF 90 SF

135A Staff Toilet TNPG1 67 SF 60 SF

136 Medical Mechanical MECH1 222 SF 120 SF

137 Mechanical 567 SF

138 Dental Laboratory DNPL1 404 SF 280 SF

140 Data COMC1 157 SF 0 SF

142 Treatment DNTG1 120 SF 120 SF

144 Treatment DNTG1 118 SF 120 SF

146 Treatment DNTG1 120 SF 120 SF

148 Treatment DNTG1 120 SF 120 SF

149 Radiographic Panoramic DNXS1 135 SF 120 SF

150 Treatment DNTG1 120 SF 120 SF

151 CT/Cone Beam DNXC1 139 SF 120 SF

152 Treatment DNTG1 118 SF 120 SF

153 Unisex Toilet TPG01 54 SF 60 SF

154 Treatment DNTG1 111 SF 120 SF

C-1 Corridor 536 SF

C-2 Corridor 812 SF

C-3 Corridor 189 SF

C-4 Corridor 274 SF

10,043 SF

Room Schedule

Rm # Name Room Codes

Designed Net Area

Program Net Area Comments

100 Waiting WTG30 885 SF 288 SF 24 Standard Chairs @ 9 NSF + 3 Bariatric Chairs @ 14 NSF + 3 Accessible Spaces @ 10 NSF. 30 Chairs total

100A Vestibule 84 SF

100B Wheelchair Alcove SRLW1 55 SF 30 SF

101 Unisex Toilet TPG01 51 SF 60 SF

102 Special Needs Treatment DNTG5 156 SF 150 SF

103 Reception RCP02 282 SF 260 SF

104 Treatment DNTG1 120 SF 120 SF

106 Treatment DNTG1 120 SF 120 SF

108 Treatment DNTG1 120 SF 120 SF

110 Treatment DNTG1 120 SF 120 SF

111 Business Office 458 SF

111A Supervisor Office OFA09 92 SF 100 SF

111B AO Office OFA09 91 SF 100 SF

111C Assistant Director Office OFA09 96 SF 100 SF

111D Director's Office OFA09 96 SF 100 SF

111E Staff Toilet TNPG1 62 SF 60 SF

111F Break Room SL001 205 SF 120 SF

111G Conference CFR02 255 SF 300 SF

111I Workstation OFA07 54 SF 56 SF

111J Workstation OFA07 54 SF 56 SF

111K Workstation OFA07 54 SF 56 SF

111L Workstation OFA07 54 SF 56 SF

111M Workstation OFA07 54 SF 56 SF

111N Workstation OFA07 54 SF 56 SF

111O Workstation OFA07 54 SF 56 SF

111P Resident Workstations OFA07 140 SF 280 SF

111Q Alcove 47 SF

112 Treatment DNTG1 120 SF 120 SF

114 Treatment DNTG1 120 SF 120 SF

116 Treatment DNTG1 120 SF 120 SF

5.40

SDINV 6 PVC

5.17

SDINV 15 RCP

5.30

SDINV 8 PVC5.45

SDINV 12 PVC

5.54

SDINV 12 RCP

3.77

SDINV 18 RCP

4.47

SDINV 18 RCP

7.56

SDINV TOP 18 RCP DU UMG05 END

8.40

SDINV 6 PVC8.51

SDINV 6 PVC

COVERED

AREA

FF EL 12.49

FF EL 12.58

FF EL 11.27

FF EL 12.61

4"

HOLE

CONC RAMP CONC W

ALK

ELEC

DISTRIBUTION

BOX

METAL STAIRS

ON CONC PAD

(TYP)

LANDSCAPED

AREA (TYP)

LANDSCAPED

AREA (TYP)

OVERGROWTH

GRAVEL D

RIVE

CONC

BASKETBALL

COURT

EXERCISE

AREA

8' POLE

8" POLE

(TYP)

LIMITS OF

UTILITY

EQUIPMENT

METAL

PLATFORM

WATER

FOUNTAIN

BRICK

PLANTER

PLANTER

EXERCISE

AREA

LIMITS OF

UTILITY

EQUIPMENT

2" METAL

POST

16.3'x10.0'

SHED

2" METAL PIPE

4"

5' CHAIN LINK FENCE

AROUND EDGE OF PAVEMENT

TOB

TBM #1

SET PK&D STAMPED

PENNONI LB8126"

NORTHING 1264029.41

EASTING 405382.18

ELEVATION: 9.16

TBM #3

SET PK&D STAMPED

PENNONI LB8126"

NORTHING 1263552.66

EASTING 405219.18

ELEVATION: 9.71

6" CURB

AROUND

PLANTER

6" CURB

AROUND PLANTER

4.7'

1.

2'

1.

2'

4.7'

1.

1'

4.7'

4.7'

1.

1'

5.0' 5.2'

1.

2'

4.9'

4.

7'

4.

7'

1.2'

4.7'

1.

2'

1.2' 4.

7'

4.

8'

1.

2'4.7'

4.7' 1.

1'

4.

7'

1.1'

4.7'

1.

2'

4.7' 1.

2'

5.1' 1.

2'

1.2'

5.

2'

4.

7'1.2'

4.

7'1.2'

4.7'

1.

2'

1.2'

4.

7'4.

7'1.2'

.2

18.6'

.6

19.6' 4.

8' 44.1' 5.

9' 17.1'

.4

65.5'

.2

6.0'

.1

23.4'

.6

81.8'6.

0'

17.3'

.7

45.8'

.0

DROP INLET

GRATE EL 8.39

NW 12" RCP INV 5.41

DROP INLET

GRATE EL 8.51

SE 12" RCP INV 6.31

NW 12" RCP INV 6.47

NW 4" PVC INV 5.12

RIM EL 10.25

N 18" RCP INV 5.04 (DU)

SE 12" RCP INV 6.52

SE 4" PVC INV 5.11

SW 15" RCP INV 5.10

DROP INLET

GRATE EL 7.75

N 8" PVC INV 5.34

NE 15" RCP INV 5.21

S 18" RCP INV 5.22 (DU)

SW 12" PVC INV 5.45

NW 6" PVC INV 5.41

RIM EL 10.14

NE 12" PVC INV 5.88

RIM EL 9.89

N 6" VCP INV 6.34

SE 6" PVC INV 6.38

W 6" VCP INV 6.49 (DU)

DROP INLET

GRATE EL 8.75

NE 18" RCP INV 4.44 (DU)

W 18" RCP INV 3.75 (DU)

TOP 18" RCP 7.56 (DU)

RIM EL 10.18

E 8" VCP INV 5.28

RIM EL 9.87

NE 8" VCP INV 4.91 (TO LIFT STATION)

W 8" VCP INV 4.93

SOLAR PANEL

SOLAR PANEL

SOLAR PANEL

SOLA

R PANEL

SH

IP

PI

NG

C O

NT

AI

NE

R

CONC PAD

CONC

DECK

COVERED

DRIVE THRU

LANES

ASPHALT

GRAVEL

CONC

SOLAR PANEL

EQUIPMENT

4.9'

4.7' 1.2'

4.7' 1.

1'

1.2'

HALLWAY TO

ANOTHER BUILDING

CONC WALK

(TYP)

CONC WALK

(TYP)

COVERED

AREA (TYP)

ASPHALT

DRIVEDROP INLET (TYP)

DROP INLET

(TYP)

DROP INLET (TYP)

DROP INLET

(TYP)

.1'

104.4'

.1'

104.4'

POST

(TYP)

GROUNDING ROD

(TYP)

BU

IL

D

IN

G

.4

14.3'

FF EL 12.80

FF EL 12.78

METAL

STAIRS

(TYP)

GRAVEL

BO

B

TO

B

SIGN

6" PVC

E INV 8.40

W INV 8.51

ASPHALT

PARKING

ASPHALT

PARKING

CONC WALK

(TYP)

.6

.7

.5

.9 11

.3

.410 .5

.6510 .6

.76

.6

.6

.7

9.1

9.18.9

8.8

9.3

9.2

9.3

9.3

7.6

7.5

7.5 7.5

8.9

9.0

9.1

8.9

8.38.6

8.3 8.6

9.1

9.4

12"

9.1 8.8

9.1 8.9

10"

20" TWIN

9.7 9.5

14"

9.1

9.0 8.8

8.7 9.2

9.49.3

9.2

24"

.09

9.9

9.8 8 9.7

9.910 .24

9.810 .1420"

9.79.8

.0

.8

.9

.06

.2

.40

.3

.4

.42

.54

.7

.5

.0 10

.1

.7

.610"

12"9.9

12" TWIN9.5

9.4

9.3

9.7

9.2

9.4

38"

8.9 8 9.1

2 9.2

9.2

9.2

9.3

9.3

9.3

9.2

9.3

9.3

9.3

9.5

9.7

9.8

9.7

9.6

9.7

9.7

9.6

9.810 .04

9.7

.2 9.7

.2 10 .6

.6

12" 10 .0

.2

8"

.0

9.59.0

10"

9.3

9.5

9.9 9.3

.4

.5

10"

.1

.0

9.39.5

9.5

9.3

9.1

12" CLUSTER

9.39.4

9" TWIN

.59

.38

.04

9.7

9.5

9.2

9.2

9.3

9.2

9.2

9.3 29.6

.0510 .50

.07

.8

8.78.89.0

9.7

.0

.0

9.8

9.8

9.0 39.0

9 9.2

9.1

9.2

9.2

9.3 39.4

9.4

9.3

9.3 99.4

9.4

9.3

9.3

9.3

9.2

9.2 2 9.2

9.1

9.0 58.9

78.9

9.0

9.0

9.1 89.0

9.2

9.2

9.4

9.3 39.4

9.3

9.3 19.2

9.1

9.0

9.0

9.0 9.6

9.6

9.3

9.1

9.1

9.6

.1

18" 20"

28"

8" TWIN

9.5

9.9

.4

.0

9.6

9.710 .0

.07

9.6

9.3

9.9

.4

.3

.3

.5410

.5

.05

9.7 8.7

28"

12"

13"

8.7

9.4

9.5 09.1

9.4

9.2 9.3

9.5

9.4

9.39.6

9.3 9.7

9.5

9.3

9.29.5

.70

9.1 59.4

3 9.2 29.2

9.4

9.3

9.4

9.3

9.7

24"

26"

9.2

.33

9.4

20" TWIN20" TWIN6"

14"

8.9

9.4 9.3

8.9

9.1

8.9

22"

8.7 8.8

8.8 9.2

9.2 9.5 9.5 9.0

8.9

12" TRIPLET

14"

8.8

8.9

9.1

8.8

9.2

8.9

8.5

8.5

8.6

8.5

8.7

8.6

8.7

8.6

8.8

8.6

8.8

9.0

6"

9.3

9.1

9.1

9.1

8.8

9.2

8.6

8.7

8.7

8.7

8.9

9.0

9.0

8.9

9.0

9.2

9.4

9.1

9.0

9.0

9.0

8.9

9.1

8.9

8.7

8.99.0

8.9

8.8

9.1 9.8

9.3 89.3

9.4

9.4

9.4

9.3

9.4

9.3

9.3 29.3

9.8

9.8

9.8

.50

9.4

9.7

9.6

9.5

9.8

9.4

9.4

9.4

9.6

9.4

9.2

9.2

9.2

9.0

8.9

8.9

8.7

8.8

9.1

9.1

9.6

9.8 9.6

9.2 9.4

9.2

9.4

9.3

9.1

9.3 9.2

9.6

9.5

9.5

9.7

8.5

8.6

8.6

8.7

8.9

9.0

9.1

9.4

9.2

9.5 9.4

9.3

9.1

9.0

9.0

.33

9.1

9.3

9.3

9.9

.74

9.8

.74

.69

9.7

.699.6

.110 .2

.8

.3

9.2

9.3

9.3

9.4

9.3

9.2

9.2

9.2

.34

.359

.1

9.2

9.5

9.4

9.0

9.4

9.4

9.8

9.3

9.5

.1

9.7

.0

.2

.8

9.3

9.3

9.4

9.3

9.3

9.4

9.4

9.4

9.4

9.3

9.3

9.9

.23

9.4

9.2

9.7

9.8 4 9.9

.32

.26 10

.04 9.7

9.3

9.3

9.2

9.3

9.9

.60

.71

.15

.05

7" 7"

9" TWIN

9.5 9.5

.1

.1

9.8

9.49.4

9.3

9.4

.1 10

.0

9.4 9.1

9.3

9.9

9.4

9.3

9.3

9.8

10"

19"

12"

36"

10"

34"

.19.8

.2

.0

9.6

.1

.1 12"

12"

9.4

9.6 .05

.19

.17

.12

9.5

9.4

9.4

9.7

9.9

9.9

.11

.07 10

.00 9.7

9.3

9.3

9.3

9.2

9.2

9.3 49.2

9.3

9.3

9.4

9.2

9.3

9.2 59.2

9.3 39.3

69.4

9.3

9.0

8.9

17"

9.3

9.1

9.2

9.2

9.1

9.4

9.4

9.5

9.3

9.5

9.8

9.6

9.6

9.8

9.8

9.6

.77

9.8

.75

9.8

9.8

.73

9.7

.74

.709.7

9.6

9.5

9.7

9.7

9.7

9.4

9.4 09.2

9.5

9.5

9.4

9.2

9.4

9.4

9.4

9.5

9.7

9.4

9.3

8.5

8.9

9.0

8.8 9.0

8.6

8.7

9.2

9.6

.0

9.4

9.29.79.8

8.9

8.610 .810

.69.99.4 9.3

9.38.4

8.7 9.9

9.8 9.5

9.3

9.4 9.58.6

8.4 8.2

8.48.68.9

8.5

20" 9"

16"

10"

12" TRIPLET

14"

9"

8.8

8.8

8.7 8.9

8.6

9" TWIN9.2

14"9"

15" TWIN

7" TWIN

18"

8.7

8.8

8.9

8.8

8.8 4 8.6

8.7

8.7

8.6

8.5

8.6

8.6

8.5

8.3

8.3

8.4 98.5

8.6

8.6

8.6

8.6

8.7

8.8

8.8

8.6 88.7

8.8

8.8

8.8

8.9

8.9

8.8

8.7

8.5

8.4

8.3

8.3

8.6

8.5

8.5

8.6

8.5

8.6

8.7

8.8

8.8

8.7

12" 12"9.0

8.9

8.3

8.6

8.6

8.6

8.5

9.1 8.2 8.1 8.3

8.3

8.3

8.4

8.5

8.5 58.6

18.6

8.6 78.8

8.8

8.7

8.8

8.8

8.8 48.8

8.8

8.8

8.8

9.0

8.9

8.8

8.8

8.8

8.9

9.1

8.9 39.0

9.318" 9.7

8.9 78.9

9.1 9.1

8.8 4 9.0

9.0 8.7

8.6

8.5

8.6

8.6 8.4

8.9

8.8

9.1 19.1

9.2

9.2

9.2

24"

12"

11" 15"

8.6 9.0

8.4

9.2

9.0

9.1

9.2

9.5

9.4

9.5

9.7

9.9 9.8

9.8

9.7 8.9

8.89.1

9.9

9.7 9.2

9.7

9.7

.10

.13

.02

.13

13"

12"

9.0

9.5

9.2

9.4

9.6

8.9

9.49.5 9.0

9.0

9.1

9.0 68.9

8.9

8.9

8.7

8.7

8.9 29.0

98.9

9.7

9.7

8.9

9.0

9.0

9.1

9.2

9.1

9.2

9.1

8.6

8.6

9.0 69.1

59.0

9.0

8.9

8.9 5 8.8

8.9

8.9

8.9

17"

16"

18"

WHEEL STOP

(TYP)

WHEEL STOP

(TYP)

WHEEL STOP

(TYP)

S

°5 2'

" W

3.

DI

RT

D

RI

VE

9"

CP W

ATER

(2.

' D P)

4"

PVC SANITARY FORCE M

AIN

(4.

' D P)

SOLAR PANEL INVERTER

A-3

DRI-1

A-2

B-2

B-4

B-3

B-1

EXISTING

22,724 SF

ONE STORY

BUILDING

EXISTING

7,742 SF

ONE STORY

BUILDING

© 2022 Microsoft Corporation © 2022 TomTom

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TOPOGRAPHIC SURVEY

SECTION 2, TOWNSHIP 31 SOUTH, RANGE 15 EAST

PINELLAS COUNTY, FLORIDA

0 30' 60'

SCALE: 1" = 30'

(NOT TO SCALE)

SITE

LOCATION

V

U

T

S

R

A

B

C

D

E

F

H

I

L

M

N

O

P

SYMBOL

LINETYPE

SYMBOL

100.00

Revisions DateRevisions Date

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

NOT FOR CONSTRUCTION

BAY PINES V.A.

DENTAL BUILDING

07/28/2022 APJS

516-349

BAY PINES, FL

BUILDING

100% SUBMITTAL 21001.00

Revisions Date

1 65% DESIGN 05/24/2022

VF - 041

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr Clearwater, FL 33760

T 727.451.9561 Florida COA: 7819

SITE INFORMATION:

ADDRESS: 10000 BAY PINES BLVD

BAY PINES, FL 33744

CONTRACTING U.S. DEPT. OF VETERANS AFFAIRS

OFFICER: 10000 BAY PINES BLVD

BAY PINES, PINELLAS COUNTY, FL 33744

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

TOPOGRAPHIC SURVEY