VA Charlotte Hall CBOC-Site Map.pdf

PDF 8 MB Posted Jan 8, 2025

Attached to: Charlotte Hall CBOC VSS Upgrade Federal contract opportunity
Solicitation number: 36C24525Q0215
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5

About this file

Written by GovTribe AI · Jan 8, 2025

This file contains architectural drawings and site plans for the VA Community-Based Outpatient Clinic (CBOC) in Charlotte Hall, Maryland. The drawings include detailed floor plans, roof plans, ceiling plans, and departmental area layouts for a 24,000 square foot medical facility located at Charlotte Hall, MD. The facility includes multiple specialized areas including a Patient Aligned Care Team clinic, audiology and speech services, dental clinic, eye clinic, mental health clinic, multi-specialty clinic, physical medicine and rehabilitation clinic, pathology/laboratory services, and support areas.

The architectural drawings show specific room dimensions, construction details, and technical specifications for elements like roofing systems, wall types, and ceiling treatments. Key design features include a TPO membrane roof system, brick veneer exterior walls, acoustical tile ceilings ranging from 8'10" to 10' in height, and specialized medical spaces like procedure rooms, exam rooms, and imaging areas. The drawings are stamped by a licensed Maryland architect (License #14048) and include civil engineering details for site work, utilities, and stormwater management. The plans appear to be 100% construction documents for a fully-sprinklered facility that integrates medical, administrative and support functions.

View the file

Other files for this federal contract opportunity

Other files attached to Charlotte Hall CBOC VSS Upgrade, newest first.
File	Type	Posted
RFQ Amendment-36C24525Q0215 001-Charlotte Hall VSS Upgrade.pdf	PDF	Jan 28, 2025
36C24525Q0215 0001-RFQ Amendment-Charlotte Hall VSS Upgrade.pdf	PDF	Jan 28, 2025
WAGE DETERMINATIONS- Montgomery County MD.docx	DOCX document	Jan 8, 2025
36C24525Q0215-Charlotte Hall CBOC VSS Upgrade 01-08.pdf	PDF	Jan 8, 2025

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

DEVELOPER 36C10F183351

NOT FOR CONSTRUCTION

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY

ME, AND THAT I AM A DUTY LICENSED ARCHITECT UNDER THE LAWS OF

THE STATE OF MARYLAND, LICENSE No. 14048, EXPIRATION DATE:

11/18/2020

/C h a rl o tt e H a ll

C B

O C

/V A

C h a rl o tt e

H a ll

C B

O C

O c u lu s

T I.

rv t

/5 /2

GI-001

GENERAL VETERANS AFFAIRS COMMUNITY BASED

OUTPATIENT CLINIC - CHARLOTTE HALL, MARYLAND

12/10/18 LJBREF

CHARLOTTE HALL, MD

DEPT. OF VETERANS AFFAIRS

VA PROJECT NUMBER:

VETERANS HEALTH CARE SYSTEM

CHARLOTTE HALL, MD

COMMUNITY BASED OUTPATIENT

CLINIC LEASE

36C10F183351

DRAWING INDEX

SHEET # SHEET NAME

QH-100 LEVEL 1 EQUIPMENT PLAN

QH-101 ENLARGED EQUIPMENT PLAN AREA 1

QH-102 ENLARGED EQUIPMENT PLAN AREA 2

QH-103 ENLARGED EQUIPMENT PLAN AREA 3

QH-104 ENLARGED EQUIPMENT PLAN AREA 4

04 - STRUCTURAL

S100 GENERAL STRUCTURAL DATA

S101 SPECIAL INSPECTIONS

S200 FOUNDATION PLAN

S201 FOUNDATION DETAILS

S202 FOUNDATION DETAILS

S203 FOUNDATION DETAILS

S204 FOUNDATION DETAILS

S300 HIGH & LOW ROOF FRAMING PLANS

S301 MID-ROOF FRAMING PLAN

S302 FRAMING DETAILS

S303 FRAMING DETAILS

S304 FRAMING DETAILS

S305 FRAMING DETAILS

S306 FRAMING DETAILS

S307 FRAMING DETAILS

S400 BRACE FRAME ELEVATIONS

S401 BRACE FRAME DETAILS

S402 BRACE FRAME DETAILS

S410 COLD-FORMED METAL FRAMING DETAILS

S411 COLD-FORMED METAL FRAMING DETAILS

S412 COLD-FORMED METAL FRAMING DETAILS

S420 MASONRY WALL ELEVATIONS

05 - PLUMBING

PP-001 PLUMBING GENERAL NOTES AND SYMBOLS

PP-101 PLUMBING UNDERFLOOR PLAN

PP-103 PLUMBING FLOOR PLAN

PP-106 PLUMBING ROOF PLAN

PP-300 PLUMBING RISERS

PP-301 PLUMBING RISERS

PP-400 PLUMBING DETAILS

PP-500 PLUMBING SCHEDULES

06 - MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND SYMBOLS

MH101 HVAC PLAN

MH102 HVAC ZONING PLAN

MH106 HVAC ROOF PLAN

MH300 MECHANICAL SECTIONS

MI700 MECHANICAL DETAILS

MI701 MECHANICAL DETAILS

MJ800 MECHANICAL SCHEDULES

MJ801 MECHANICAL SCHEDULES

MK900 MECHANICAL CONTROLS

MK901 MECHANICAL CONTROLS

MK902 MECHANICAL CONTROLS

MK903 MECHANICAL CONTROLS

07 - ELECTRICAL

E-000 ELECTRICAL GENERAL NOTES AND SYMBOLS

EL-100 LIGHTING PLAN - LEVEL 01

EL-600 LIGHTING SCHEDULES

EP-100 POWER PLAN - LEVEL 01

EP-101 POWER PLAN - ROOF

EP-500 ELECTRICAL DETAILS

EP-600 ELECTRICAL ONE-LINE DIAGRAM

EP-601 ELECTRICAL SCHEDULE

EP-602 PANELBOARD SCHEDULES

EP-603 ELECTRICAL MECHANICAL COORDINATION SCHEDULES

EP-604 ELECTRICAL MECHANICAL COORDINATION SCHEDULES

ES-100 ELECTRICAL SITE PLAN

ES-101 SITE PHOTOMETRIC PLAN

ET-100 TELECOM PLAN - LEVEL 01

ET-500 TELECOM DETAILS

EY-100 SYSTEMS PLAN - LEVEL 01

EY-101 SYSTEMS PLAN - ROOF

EY-500 SECURITY ROUGH-IN DETAILS

08 - FIRE PROTECTION

F-001 RISER DIAGRAM, NOTES AND LEGEND

F-100 FIRST FLOOR SPRINKLER LAYOUT

DRAWING INDEX

SHEET # SHEET NAME

00 - GENERAL INFORMATION

GI-001 GENERAL

GI-002 PROJECT INFORMATION

GI-003 LIFE SAFETY ANALYSIS

02 - CIVIL

C-1 COVER SHEET

C-2 EXISTING CONDITIONS & DEMOLITION PLAN

C-3 SITE GRADING PLAN

C-4 MD5 STORM DRAIN PLAN AND PROFILES

C-5 ONSITE STORM DRAIN PLAN AND PROFILES

C-6 STORMWATER MANAGEMENT CROSS SECTIONS

C-7 STORMWATER MANAGEMENT NOTES AND DETAILS

C-8 EXISTING CONDITIONS DRAINAGE AREA MAP

C-9 STORMWATER MANAGEMENT DRAINAGE AREA MAP

C-10 STORM DRAIN DRAINAGE AREA MAP

C-11 ACCESS ROAD PLAN AND PROFILE

C-12 SIGHT DISTANCE PLAN AND PROFILE - SITE ENTRANCES

C-13 EXISTING WATER MAIN PLAN AND FIRE HYDRANT RELOCATION PROFILES

C-14 PROPOSED WATERLINE PLAN, PROFILES, DETAILS, AND NOTES

C-15 WATERLINE CONSTRUCTION DETAILS

C-16 LANDSCAPING PLAN

C-17 SITE DIMENSIONS

C-18 SITE DETAILS

C-19 SEDIMENT AND EROSION CONTROL PLAN

C-20 SEDIMENT AND EROSION CONTROL DETAILS AND NOTES.

03 - ARCHITECTURAL

A-101 AREA PLAN

A-102 DEPARTMENTAL AREA FLOOR PLAN

A-103 DIMENSION FLOOR PLAN

A-104 ANNOTATION FLOOR PLAN

A-105 ROOF PLAN

A-106 REFLECTED CEILING PLAN

A-200 SPACE ACCOUNTING SUMMARY TABLE

A-201 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-303 WALL SECTIONS

A-304 WALL SECTIONS

A-305 WALL SECTIONS

A-401 LOBBY INTERIOR ELEVATIONS

A-402 INTERIOR ELEVATIONS

A-403 INTERIOR ELEVATIONS

A-404 TOILET ROOM ENLARGED PLANS & ELEVATIONS

A-500 PLAN DETAILS

A-501 EXTERIOR DETAILS

A-502 EXTERIOR DETAILS

A-503 EXTERIOR DETAILS

A-504 TPO ROOF DETAILS

A-505 METAL ROOFING & 3D FLASHING DETAILS

A-506 ROOF HATCH & LADDER DETAILS

A-507 DROP - OFF & ENTRY CANOPY PLANS & SECTIONS

A-508 DROP - OFF CANOPY SECTION

A-509 MOBILE MRI CANOPY PLAN, SECTIONS, & DETAILS

A-510 SERVICE CANOPY PLAN, SECTIONS, & DETAILS

A-512 PARTITION DETAILS

A-600 STOREFRONT ELEVATION

A-601 CURTAINWALL DETAILS

A-602 DOOR AND STOREFRONT DETAILS

A-603 DOOR SCHEDULE

A-701 INTERIOR DETAILS

A-702 INTERIOR DETAILS

A-704 INTERIOR DETAILS

I-101 FINISH SCHEDULE

I-102 FINISH FLOOR PLAN

I-103 ENLARGED FINISH PLAN AREA 3

I-104 ENLARGED FINISH PLAN AREA 4

I-201 ENLARGED SIGNAGE PLAN AREA 1

I-202 ENLARGED SIGNAGE PLAN AREA 2

I-203 ENLARGED SIGNAGE PLAN AREA 3

I-204 ENLARGED SIGNAGE PLAN AREA 4

I-205 SIGNAGE DETAILS

I-206 SIGNAGE SCHEDULE

LOCATION MAP (NTS)

Revisions: Date:

DATE: CAD STANDARDS VERSION:

ONE INCH

1" =

SHEET

HORIZONTAL:

VERTICAL:

MISS UTILITY NOTE

TAX MAP / PARCEL

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

PROFESSIONAL CERTIFICATION

P:\38110000\Engineer\Sheet_Files\Full Engineering\03_Site2.sht Scale= 30.0000 sf / in. User= JCrouse PLTdrv= PDF_Special_150.pltcfg Pentbl= TEXT_SUB.tbl 3/1/2019 3:22:06 PM www.solteszco.comP. 301.870.2166 F. 301.870.2884

Waldorf, MD 20602

401 Post Office Road, Suite 103

WALDORF OFFICE

If v e ri fic a tio n o f th e in fo rm a tio n c o n ta in e d h e re o n is n e e d e d co n ta ct s h o u ld b e m a d e d ir e ct ly w ith S

O L T E S Z S

O L T E S Z m a ke s n o w a rr a n tie s, e xp re ss o r im p lie d co n ce rn in g t h e a cc u ra cy o f a n y in fo rm a tio n t h a t h a s b e e n t ra n sm itt e d b y e le ct ro n ic m e a n s.

T h e o ri g in a l o f th is d ra w in g d o cu m e n t w a s p re p a re d b y S o lte sz In c.

O L T E S Z I f th is d o cu m e n t w a s n o t o b ta in e d d ir e ct ly f ro m S

O L T E S Z a n d /o r it w a s tr a n sm itt e d e le ct ro n ic a lly S

O L T E S Z c a n n o t g u a ra n te e t h a t u n a u th o ri ze d c h a n g e s a n d o r a lte ra tio n s w e re n o t m a d e b y o th e rs

Environmental Sciences

Planning

Surveying

Engineering

Soltesz DC, LLC

Frederick

Leonardtown

Waldorf

Lanham

Rockville

V8 - NCS

NO.

DESIGNED:

REVISIONS

TECHNICIAN:

BY DATE

CHECKED:

PROJECT NO.

THAN NOTED MAY REQUIRE REVISIONS TO THIS PLAN.

BEFORE PROCEEDING WITH CONSTRUCTION. CLEARANCES LESS

LESS, CONTACT THE ENGINEER AND THE UTILITY COMPANY

SHOWN ON THIS PLAN OR TWELVE (12) INCHES, WHICHEVER IS

THE START OF EXCAVATION. IF CLEARANCES ARE LESS THAN

CONTACT "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO

PITS BY HAND, WELL IN ADVANCE OF THE START OF EXCAVATION.

EXISTING UTILITIES AND UTILITY CROSSINGS BY DIGGING TEST

MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL

WAS OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR

INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES

A B C D E F G H I J K L M N O

GRID

REFERENCE

ZONING CATEGORY: W&S CATEGORY:

GRID

LIBER / FOLIO

OWNER/DEVELOPER/APPLICANT

INC.SOLTESZ,

37 20

25368

703-220-5410

KRC

LICENSE NO.____________, EXPIRATION DATE:__________

MAP GRID

3811-00-00

11601 WILSHIRE BOULEVARD, SUITE 2460

LOS ANGELES, CALIFORNIA 90025

04/83

TMX

FIFTH (5TH) ELECTION DISTRICT, ST. MARY’S COUNTY, MARYLAND

CLINIC

VA COMMUNITY-BASED OUTPATIENT

TAX MAP 4, PARCEL 83

NAD83

NAVD88

SITE DATUM

LUGM #18-132-008

3/1/2019

07/14/2020

JUNE 2018

KRC, JTC AG, BTS, JTC

W-1 / S-6D

MSHA# 18APSM003XX

L2505/F175

CONTROL PLANS

GRADING, SWM, STORM DRAIN, WATER & SEDIMENT

CLAIBORNE WILLIAMS

FDS VA CHARLOTTE HALL, LLC

S T

OF MARYL

A N

R. ROUSE

NO. 25368P

FESSIONALENGI

E E R

REGISTERED

KEN

INV:170.14

INV:170.07

GPS STATIONGPS STATION

PP#77 VZ

PP#78 VZ

10"

" C

M P

4"X4" WOOD POST

EX FH1

EX FH2

EX FH

174172

4BT

3IC

2IG

3IC

2IG

4IC

2IG

7AZ

5PL

7AZ

9PL

4IC

2IG

3IC

6" BOLLARDS

DUMPSTER ENCLOSURE

WALL WITH GATE

7’-4" TALL MASONRY

6" BOLLARDS

3BT

2BT

PB75 PG33

L4755 F126

TM4 P178

KEITH A. TOY

PB 55 PG 46

L4488 F239

TM4 P294

CHESLEY FAMILY LLC

2,506,808 SF OR 57.5484 ACS

PB 55 PG 46

PARCEL 1

L2505 F175

TM4 P83

COMMERCE CENTER

CHARLOTTE HALL

S R

C P

L A T

(V A R

B L E W

T H R /W

M A R

Y L A

N D R

O U T E

T H

R E E N

O T C

H R

O A

PROPERTY LINE

E X

G ’ P

U E

PRIVATE ACCESS ROAD

M S

H A R

O W

GPS STATIONGPS STATION

PP#77 VZ

PP#78 VZ

10"

ONE WAY

4"X4" WOOD POST

INV:170.14

INV:170.07

" C

M P

D Y

AREA 2

BACKUP

BACKUP AREA 1

ZONE 1

ZONE 2

SRA #1

ZONE 3

SEPTIC TANK

5,000 GALLON

PUMP CHAMBER

6,000 GALLON

MAIN

2" PVC SDR-26 FORCE

4" PVC SDR-35

DISTRIBUTION VALVE

ORENCO

D Y

S W

M -5

S W

M -7

S W

M -4

S W

M -6

S W

M -1

S W

M -3

S W

M -3

S W

M -2

F O

F " H

D P E

18" HDPE

30 LF OF

F O

F " H

D P E

159 LF OF 15" HDPE

F O

F " H

D P E

" H

D P E

F O

18" HDPE

58 LF OF

177 LF OF 18" HDPE

OW8

OW1

OW2

OW3

OW4

OW5

OW6OW7

OW10 OW11

OW9

OW12

A N D D

R A

A G E E

A S E

M E N T

P R

R M

W A

R M

A N A G E

M E N T

20’

56LF O

F 18"R

C P

L F O

F "R

C P

66LF O

F 15"R

C P

74LF O

F 15"R

C P

’R

P A

G S

E C T

N L

F M

S H

32’ X 43.5’

LOADING AREA

25’

30’

SWM-1

" P

V C

L F O

’ PR 50’

ACCESS

EASEMENT

ECNDECNDECND

OM4-3

MD MUTCD

MARKER

END-OF-ROADWAY

USE

605.27

MD STD

BARRICADE

W-BEAM

6" C&G

8" C&G

6" C&G

8" C&G

TO 6 C&G OVER 10 LF

TRANSISTION 8" C&G

TO 6 C&G OVER 10 LF

TRANSISTION 8" C&G

174LF O

F 18"R

C P

’ B

R L

25’ BRL

15’ BRL

00 170

10 171

25 170

30172

40 170

PR SIGN

161.08’

32.27’

17.19’

16.13’

32.25’

15.41’

62.96’

39.14’

25.22’

12.19’

5.64’ 5.99’ 5.64’

1.21’

ARCHITECTURAL FEATURES

FLOOR PLANS FOR DETAILED

BUILDING OUTLINE SHOWN. SEE

FF = 171.90

PR BUILDING - 24,000 SF

12.0’

TREELINE

PROPOSED

83 174

’ B

R L

25’ BRL

10’

40170

SLAB ON GRADE

GENERATOR PAD

SLAB ON GRADE

TRANSFORMER PAD

6’

142144

158 157

DEPTH = 0.11 FT

OUT= 1.36 CFS

OUT= 0.86 FPS

SWM 6 - OUTFALL

DETAIL SHEET 5)

(SEE LEVEL SPREADER

DEPTH = SHEET FLOW

OUT = 9.57 CPS

OUT = 2.25 FPS

SPREADER AT 144.17

21’ WIDE LEVEL

DETAIL SHEET 5)

(SEE LEVEL SPREADER

DEPTH = SHEETFLOW

OUT= 4.07 CFS

OUT= 2.25 FPS

SPREADER AT 158.00

10’ WIDE LEVEL

S C

A L E

SITE GRADING PLAN

30’

15%-25% SLOPES

25%+ SLOPES

STEEP SLOPES LEGEND

PAVEMENT LEGEND

LIGHT DUTY PAVEMENT

R/7 PAVEMENT

MSHA PAVEMENT

SEE DETAILS ON SHEET 18

1" =

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

PROFESSIONAL CERTIFICATION

P:\38110000\Engineer\Sheet_Files\Full Engineering\16_Landscape.sht Scale= 30.0000 sf / in. User= JCrouse PLTdrv= PDF_Special_150.pltcfg Pentbl= TEXT_SUB.tbl 3/1/2019 3:22:56 PM www.solteszco.comP. 301.870.2166 F. 301.870.2884

Waldorf, MD 20602

401 Post Office Road, Suite 103

WALDORF OFFICE

If v e ri fic a tio n o f th e in fo rm a tio n c o n ta in e d h e re o n is n e e d e d co n ta ct s h o u ld b e m a d e d ir e ct ly w ith S

O L T E S Z S

T h e o ri g in a l o f th is d ra w in g d o cu m e n t w a s p re p a re d b y S o lte sz In c.

O L T E S Z I f th is d o cu m e n t w a s n o t o b ta in e d d ir e ct ly f ro m S

O L T E S Z a n d /o r it w a s tr a n sm itt e d e le ct ro n ic a lly S

O L T E S Z c a n n o t g u a ra n te e t h a t u n a u th o ri ze d c h a n g e s a n d o r a lte ra tio n s w e re n o t m a d e b y o th e rs

Environmental Sciences

Planning

Surveying

Engineering

Soltesz DC, LLC

Frederick

Leonardtown

Waldorf

Lanham

Rockville

V8 - NCS

NO.

DESIGNED:

REVISIONS

TECHNICIAN:

BY DATE

CHECKED:

PROJECT NO.

THAN NOTED MAY REQUIRE REVISIONS TO THIS PLAN.

BEFORE PROCEEDING WITH CONSTRUCTION. CLEARANCES LESS

LESS, CONTACT THE ENGINEER AND THE UTILITY COMPANY

SHOWN ON THIS PLAN OR TWELVE (12) INCHES, WHICHEVER IS

THE START OF EXCAVATION. IF CLEARANCES ARE LESS THAN

CONTACT "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO

PITS BY HAND, WELL IN ADVANCE OF THE START OF EXCAVATION.

EXISTING UTILITIES AND UTILITY CROSSINGS BY DIGGING TEST

MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL

WAS OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR

INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES

A B C D E F G H I J K L M N O

GRID

REFERENCE

ZONING CATEGORY: W&S CATEGORY:

GRID

LIBER / FOLIO

OWNER/DEVELOPER/APPLICANT

INC.SOLTESZ,

37 20

25368

703-220-5410

KRC

LICENSE NO.____________, EXPIRATION DATE:__________

MAP GRID

3811-00-00

11601 WILSHIRE BOULEVARD, SUITE 2460

LOS ANGELES, CALIFORNIA 90025

04/83

TMX

FIFTH (5TH) ELECTION DISTRICT, ST. MARY’S COUNTY, MARYLAND

CLINIC

VA COMMUNITY-BASED OUTPATIENT

TAX MAP 4, PARCEL 83

NAD83

NAVD88

SITE DATUM

LUGM #18-132-008

3/1/2019

07/14/2020

JUNE 2018

KRC, JTC AG, BTS, JTC

W-1 / S-6D

MSHA# 18APSM003XX

L2505/F175

CONTROL PLANS

GRADING, SWM, STORM DRAIN, WATER & SEDIMENT

CLAIBORNE WILLIAMS

FDS VA CHARLOTTE HALL, LLC

S T

OF MARYL

A N

R. ROUSE

NO. 25368P

FESSIONALENGI

E E R

REGISTERED

KEN

OM4-3

MD MUTCD

MARKER

END-OF-ROADWAY

USE

605.27

MD STD

BARRICADE

W-BEAM

’ B

R L

25’ BRL

15’ BRL

PR SIGN

TREELINE

PROPOSED

TREELINE

PROPOSED

’ B

R L

25’ BRL

SLAB ON GRADE

GENERATOR PAD

SLAB ON GRADE

TRANSFORMER PAD

DEPTH = 0.11 FT

OUT= 1.36 CFS

OUT= 0.86 FPS

SWM 6 - OUTFALL

DETAIL SHEET 5)

(SEE LEVEL SPREADER

DEPTH = SHEET FLOW

OUT = 9.57 CPS

OUT = 2.25 FPS

SPREADER AT 144.17

21’ WIDE LEVEL

DETAIL SHEET 5)

(SEE LEVEL SPREADER

DEPTH = SHEETFLOW

OUT= 4.07 CFS

OUT= 2.25 FPS

SPREADER AT 158.00

10’ WIDE LEVEL

D Y

SEWAGE EASEMENT AREA

54,831 SQUARE FOOT

S W

M -5

S W

M -7

S W

M -4

S W

M -6

S W

M -1

S W

M -3

S W

M -3

S W

M -2

OW8

OW1

OW2

OW3

OW4

OW5

OW6OW7

OW10 OW11

OW9

OW12

A N D D

R A

A G E E

A S E

M E N T

P R

R M

W A

R M

A N A G E

M E N T

20’

BUFFER YARD

65’ TYPE "B"

30’ TYPE "C "

15’ TYPE "C "

4-RA

4BT

3IC

2IG

3IC

2IG

4IC

2IG

7AZ

5PL

7AZ

9PL

4IC

2IG

3IC

4-RA

28-RA

4-RA

28-RA

4-RA

28-RA

5-PT

7-PT

3-PT

7-PT

8-PT

2-PT

3-PT

1-JV

3-JV

4-JV

1-JV

3-JV

1-JV

3-JV

1-JV

3-JV

1-JV

2-JV

1-JV

1-AC

1-BN

3-PT

2-BN

2-GB

5-GB

3-PT

2-PT

3-PT

1-PT

2-SN

1-SN

2-SN

1-SN

2-SN

4-JV

2-JV

3-JV

2-JV

1-JV

6-GB

4-GB

11-GB

5-GB9-GB

1-GB

8-GB

4-GB

1-JV

2-AC

1-BN

1-AC

1-BN

1-AR

2-AC

1-AC

2-AC

1-AC

2-AC

3-JV

3-PT

4-PT

3-PT

7-GB

3-GB

1-GB

7-GB

4-GB

9-GB

2-GB

1-AC 2-AC

1-AC

1-AR

1-AC

1-AR

3-AR

1-AC

2-AC

1-AC 1-AC1-AC

1-AC

1-AR

2-AC

1-AC

2-BN

1-BN

2-BN

1-BN

2-BN

1-BN

1-AC

1-BN

1-AC

3-AC

1-BN

5-CO

3-CO

3-CO 3-IG

4-IG

5-IG

5-CO

3-CO

5-CO

4-IG

5-CO 2-IG

4-IG

7-IG

4-CO7-CO8-IG

2-QA

1-QA

1-AS

2-QA

1-AS

1-QA

3-AS

4-AS

6" BOLLARDS

1-SN

2-SN

7-GB

2-SN

3-PT

2-BN

1-JV

1-PT

7-GB

1-AR1-AR1-AR1-AR

3-GB2-GB

1-GB 2-GB

3-GB

4-GB

3-GB 3-GB

1-AC 1-AC 1-AC 1-AC2-PT 1-PT

1-PT1-PT 1-JV3-JV

1-JV2-IG

11-CO

2-CO

3-CO

DUMPSTER ENCLOSURE

WALL WITH GATE

7’-4" TALL MASONRY

4-SN

1-BN

2-PT

1-PT

2-BN

6-GB

6" BOLLARDS

26-PL

1-AS

1-QA

3BT

2BT

PB75 PG33

L4755 F126

TM4 P178

KEITH A. TOY

PB 55 PG 46

L4488 F239

TM4 P294

CHESLEY FAMILY LLC

2,506,808 SF OR 57.5484 ACS

PB 55 PG 46

PARCEL 1

L2505 F175

TM4 P83

COMMERCE CENTER

CHARLOTTE HALL

S R

C P

L A T

(V A R

B L E W

T H R /W

M A R

Y L A

N D R

O U T E

T H

R E E N

O T C

H R

O A

PRIVATE ACCESS ROAD

S C

A L E

LANDSCAPING PLAN

30’

BUFFERYARD B LANDSCAPE SCHEDULE

PARKING LANDSCAPE SCHEDULE

STORMWATER MANAGEMENT LANDSCAPE SCHEDULE

TREE2" CAL

TREE

TREE2" CAL

BRANCHES

6 OR MORE

PINUS TAEDA, LOBLOLLY PINE (PT)

CEPHALANTHUS OCCIDENTALIS, BUTTONBUSH (CO)

ILEX GLABRA, INKBERRY (IG)

AMELANCHIER CANDENSIS, SERVICEBERRY (AC)

BETULA NIGRA, RIVER BIRCH (BN)

ACER SACCHARINUM, SUGAR MAPLE (AS)

QUERCUZ ALBA, WHITE OAK (QA)

ACER RUBRUM, RED MAPLE (AR)

PHOTINIA MELANOCARPA, BLACK CHOKEBERRY (PM)

BERBERIS THUNBERGII, ROSY GLOW BARBERRY (BT)

ILEX GLABRA, INKBERRY (IG)

ILEX CORNUTA ’ROTUNDA’, DWARF CHINESE HOLLY (IC)

AMELANCHIER CANDENSIS, SERVICEBERRY (AC)

B & B18

22 B & B

SHRUB18"-24" CONTAINER

QNTY. FORMSIZE CONDITION SYMBOL

18"-24" SHRUB CONTAINER

SPECIES

B & BTREE27

21 B & B

SPECIES QNTY. FORMSIZE CONDITION SYMBOL

BETULA NIGRA, RIVER BIRCH (BN)

SHRUB18"-24" CONTAINER

TREE B & B

CONTAINER18"-24" SHRUB14

TREE B & B

SHRUB18"-24" CONTAINER

TREE B & B

2" CAL

CONTAINER18"-24" SHRUB

SPECIES QNTY. FORMSIZE CONDITION SYMBOL

TREE2" CAL

PINUS TAEDA, LOBLOLLY PINE (PT)

AMELANCHIER CANDENSIS, SERVICEBERRY (AC)

B & BTREE

B & B

TREE B & B

SHRUB18"-24" CONTAINER

SPECIES QNTY. FORMSIZE CONDITION SYMBOL

BETULA NIGRA, RIVER BIRCH (BN)

BUFFERYARD C LANDSCAPE SCHEDULE

SHRUB18"-24" CONTAINER168

JUNIPERUS VIRGINIANA, EASTERN RED CEDAR (JV)

2" CAL

TREE

B & B

GAYLUSSACIA BACCATA, BLACK HUCKLEBERRY (GB)

JUNIPERUS VIRGINIANA, EASTERN RED CEDAR (JV) 2" CAL TREE B & B

2" CAL

1-1/2" CAL

BRANCHES

6 OR MORE

TREE2" CAL

PINUS TAEDA, LOBLOLLY PINE (PT)

B & BTREE

B & B

TREE B & B

SHRUB18"-24" CONTAINER

SPECIES QNTY. FORMSIZE CONDITION SYMBOL

GAYLUSSACIA BACCATA, BLACK HUCKLEBERRY (GB)

JUNIPERUS VIRGINIANA, EASTERN RED CEDAR (JV) 9 2" CAL TREE B & B

2" CAL

ACER RUBRUM, RED MAPLE (AR)

AMELANCHIER CANDENSIS, SERVICEBERRY (AC)

BRANCHES

6 OR MORE

RUBUS ALLEGHENIENSIS, ALLEGHENY BLACKBERRY (RA)

ONE-HALF BUFFERYARD C LANDSCAPE SCHEDULE

BRANCHES

6 OR MORE

6.96 x 0.20 = 1.3923 ACRES (60,646 SQ. FT)

TOTAL REQUIRED ONSITE LANDSCAPING = 69,395 SQ. FT

TOTAL PROVIDED ONSITE LANDSCAPING = 78,730 SQ. FT

SITE AREA

PROVIDED PARKING LANDSCAPING= 12,778 SQ. FT

REQUIRED PARKING LANDSCAPING= 11,734 SQ. FT

PARKING OVER REQ.= 4,800 SQ. FT ADDITIONAL

10% PARKING AREA= 6,934 SQ. FT

PARKING AREA = 69,341 SQ FT

PARKING AREA

SALIX NIGRA, SWAMP WILLOW (SN) 18

CONTAINER18"-24" SHRUBPRUNUS LAUROCERASUS, CHERRY LAUREL (PL) 26

ANDROPOGON VIRGINICUS, BROOMSEDGE 1 LB / 3000 SF GRASS SEED11,274 SF

EX FH1

EX FH2

EX FH

PB75 PG33

L4755 F126

TM4 P178

KEITH A. TOY

PB 55 PG 46

L4488 F239

TM4 P294

CHESLEY FAMILY LLC

2,506,808 SF OR 57.5484 ACS

PB 55 PG 46

PARCEL 1

L2505 F175

TM4 P83

COMMERCE CENTER

CHARLOTTE HALL

S R

C P

L A T

(V A R

B L E W

T H R /W

M A R

Y L A

N D R

O U T E

T H

R E E N

O T C

H R

O A

PROPERTY LINE

PRIVATE ACCESS ROAD

M S

H A R

O W

D Y

SEWAGE EASEMENT AREA

54,831 SQUARE FOOT

", T

M A

X .5 ", D

D F

T E R F

A B R

P L A C E

D O

N N

O N

W O

V E

’L X ’W C

L I R

OW8

OW1

OW2

OW3

OW4

OW5

OW6OW7

OW10 OW11

OW9

OW12

A N D D

R A

A G E E

A S E

M E N T

P R

R M

W A

R M

A N A G E

M E N T

20’

’R

P A

G S

E C T

N L

F M

S H

’ PR 50’

ACCESS

EASEMENT

ECNDECNDECND

OM4-3

MD MUTCD

MARKER

END-OF-ROADWAY

USE

605.27

MD STD

BARRICADE

W-BEAM

6" C&G

8" C&G

6" C&G

8" C&G

TO 6 C&G OVER 10 LF

TRANSISTION 8" C&G

TO 6 C&G OVER 10 LF

TRANSISTION 8" C&G

PR SIGN

ARCHITECTURAL FEATURES

FLOOR PLANS FOR DETAILED

BUILDING OUTLINE SHOWN. SEE

FF = 171.90

PR BUILDING - 24,000 SF

1 1 13 2 3

22 2 22222

SLAB ON GRADE

GENERATOR PAD

SLAB ON GRADE

TRANSFORMER PAD

DEPTH = 0.11 FT

OUT= 1.36 CFS

OUT= 0.86 FPS

SWM 6 - OUTFALL

DETAIL SHEET 5)

(SEE LEVEL SPREADER

DEPTH = SHEET FLOW

OUT = 9.57 CPS

OUT = 2.25 FPS

SPREADER AT 144.17

21’ WIDE LEVEL

DETAIL SHEET 5)

(SEE LEVEL SPREADER

DEPTH = SHEETFLOW

OUT= 4.07 CFS

OUT= 2.25 FPS

SPREADER AT 158.00

10’ WIDE LEVEL

25’ BRL (REAR)

’ B

R L (R

E A R

’ B

R L (R

E A R

25’ BRL (FRONT)

’ B

R L F R

O N T

15’ BRL (SIDE)

1" =

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A DULY

LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

PROFESSIONAL CERTIFICATION

P:\38110000\Engineer\Sheet_Files\Full Engineering\17_Site Dim.sht Scale= 30.0000 sf / in. User= JCrouse PLTdrv= PDF_Special_150.pltcfg Pentbl= TEXT_SUB.tbl 3/1/2019 3:22:57 PM www.solteszco.comP. 301.870.2166 F. 301.870.2884

Waldorf, MD 20602

401 Post Office Road, Suite 103

WALDORF OFFICE

If v e ri fic a tio n o f th e in fo rm a tio n c o n ta in e d h e re o n is n e e d e d co n ta ct s h o u ld b e m a d e d ir e ct ly w ith S

O L T E S Z S

T h e o ri g in a l o f th is d ra w in g d o cu m e n t w a s p re p a re d b y S o lte sz In c.

O L T E S Z I f th is d o cu m e n t w a s n o t o b ta in e d d ir e ct ly f ro m S

O L T E S Z a n d /o r it w a s tr a n sm itt e d e le ct ro n ic a lly S

O L T E S Z c a n n o t g u a ra n te e t h a t u n a u th o ri ze d c h a n g e s a n d o r a lte ra tio n s w e re n o t m a d e b y o th e rs

Environmental Sciences

Planning

Surveying

Engineering

Soltesz DC, LLC

Frederick

Leonardtown

Waldorf

Lanham

Rockville

V8 - NCS

NO.

DESIGNED:

REVISIONS

TECHNICIAN:

BY DATE

CHECKED:

PROJECT NO.

THAN NOTED MAY REQUIRE REVISIONS TO THIS PLAN.

BEFORE PROCEEDING WITH CONSTRUCTION. CLEARANCES LESS

LESS, CONTACT THE ENGINEER AND THE UTILITY COMPANY

SHOWN ON THIS PLAN OR TWELVE (12) INCHES, WHICHEVER IS

THE START OF EXCAVATION. IF CLEARANCES ARE LESS THAN

CONTACT "MISS UTILITY" AT 1-800-257-7777, 48 HOURS PRIOR TO

PITS BY HAND, WELL IN ADVANCE OF THE START OF EXCAVATION.

EXISTING UTILITIES AND UTILITY CROSSINGS BY DIGGING TEST

MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL

WAS OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR

INFORMATION CONCERNING EXISTING UNDERGROUND UTILITIES

A B C D E F G H I J K L M N O

GRID

REFERENCE

ZONING CATEGORY: W&S CATEGORY:

GRID

LIBER / FOLIO

OWNER/DEVELOPER/APPLICANT

INC.SOLTESZ,

37 20

25368

703-220-5410

KRC

LICENSE NO.____________, EXPIRATION DATE:__________

MAP GRID

3811-00-00

11601 WILSHIRE BOULEVARD, SUITE 2460

LOS ANGELES, CALIFORNIA 90025

04/83

TMX

FIFTH (5TH) ELECTION DISTRICT, ST. MARY’S COUNTY, MARYLAND

CLINIC

VA COMMUNITY-BASED OUTPATIENT

TAX MAP 4, PARCEL 83

NAD83

NAVD88

SITE DATUM

LUGM #18-132-008

3/1/2019

07/14/2020

JUNE 2018

KRC, JTC AG, BTS, JTC

W-1 / S-6D

MSHA# 18APSM003XX

L2505/F175

CONTROL PLANS

GRADING, SWM, STORM DRAIN, WATER & SEDIMENT

CLAIBORNE WILLIAMS

FDS VA CHARLOTTE HALL, LLC

S T

OF MARYL

A N

R. ROUSE

NO. 25368P

FESSIONALENGI

E E R

REGISTERED

KEN

5.38’

26.52’129.19’

32.27’

17.19’

16.13’

32.25’

15.41’

62.96’

39.14’

25.22’

12.19’

5.64’ 5.99’ 5.64’

1.21’

5.22’ 5.22’

177.76’

178.67’

294.35’

280.43’

6’R 6’R

6’R6’R

15’R

4.5’R

6’R6’R 6’R 6’R

6’R 6’R

4.5’R

15’R

4.5’R4.5’R

30’R

49’R

25’R

49’R

25’R

49’R

30’R 30’R

6’R

4.5’R

6’R

30’R

4’R 6’R

6’R

10’R

10’R 15’R

10’R

4.5’R

32’ X 43.5’

LOADING AREA

20’R

25’

26’

25’

30’

4.5’R

12’

5’ 8’ 8’ 5’ 8’ 8’ 8’ 8’ 8’ 5’ 8’ 5’ 8’ 5’

5’ 8’ 5’ 8’ 5’ 8’ 5’ 8’ 5’ 5’ 8’ 5’ 8’ 5’ 8’ 5’ 8’ 5’

9’

18’

12’

10.0’

10.00’

9’

6.0’

8’R

45’R

5’R 3’R

3’R

5’R

3’R

28’R

11.5’R

42’R

25’R 33’R

5.5’R

20’R

53’R

50.3’

30.0’

30’

REFERENCE QUANTITY SIZE OF SIGN MUTCD NO.TYPE OF MOUNT

SIGNAGE SCHEDULE

SIGN TEXT

R7-8(2)

R7-8a

R8-1(2)

R7-8(3)

12" x 24"

12" x 6"

12" x 18"

12" x 24"

2STOP SIGN 30" X 30" R1-1 METAL POST4

12" x 24"

12" x 18"

12" x 24"

R7-8(2)

R8-1(2)

R7-8(3)

METAL POST

MAXIMUM FINE

VAN ACCESSIBLE

(DOUBLE ARROW)

NO PARKING IN ACCESS AISLE

RESERVED PARKING SPACE

12" x 24"

12" x 18"

12" x 24"

R7-8(2)

R8-1(2)

R7-8(3)

METAL POST

MAXIMUM FINE

(DOUBLE ARROW)

NO PARKING IN ACCESS AISLE

RESERVED PARKING SPACE

MAXIMUM FINE

(SINGLE ARROW)

NO PARKING IN ACCESS AISLE

RESERVED PARKING SPACE

SITE DIMENSIONS AND SIGNAGE

1 - LOBBY / RECEPTION AREA

2 - PATIENT ALIGNED CARE TEAM(PACT) CLINIC

3 - AUDIOLOGY AND SPEECH

4 - DENTAL CLINIC

5 - EYE CLINIC

6 - MENTAL HEALTH CLINIC

7 - MULTI -SPECIALTY CLINIC

8 - PHYSICAL MEDICINE AND REHABILITATION

(PM&R) CLINIC

9 - PATHOLOGY AND LABORATORY MEDICINE

(PLM) SERVICE

10 - ENGINEERING SERVICE

11 - LOGISTICS SERVICE

12 - CANTEEN SERVICE

13 - SUPPORT AREA

14 - FLEX OFFICE

15 - LESSOR AREA

Calculating...

5.2

A A

B B

B.1

C C

6.6

D D

D.2

D.6

D.8

E E

E.4

F F

G G

H H

J J

1.1 2.1 3.1 3.9 4.1

454 SF

5 - EYE CLINIC

552 SF

3 - AUDIOLOGY AND

SPEECH

479 SF

6 - MENTAL HEALTH

CLINIC

135 SF

6 - MENTAL HEALTH

CLINIC

94 SF

6 - MENTAL HEALTH

CLINIC

884 SF

6 - MENTAL HEALTH

CLINIC

714 SF

6 - MENTAL HEALTH

CLINIC

941 SF

8 - PHYSICAL

MEDICINE AND

REHABILITATION

(PM&R) CLINIC

111 SF

8 - PHYSICAL

MEDICINE AND

REHABILITATION

(PM&R) CLINIC

149 SF

13 - SUPPORT AREA

359 SF

2 - PATIENT ALIGNED

CARE TEAM(PACT)

CLINIC 1

6934 SF

2 - PATIENT ALIGNED

CARE TEAM(PACT)

CLINIC 1

178 SF

2 - PATIENT ALIGNED

CARE TEAM(PACT)

CLINIC 1

380 SF

2 - PATIENT ALIGNED

CARE TEAM(PACT)

CLINIC 1

138 SF

14 - FLEX OFFICE

161 SF

2 - PATIENT ALIGNED

CARE TEAM(PACT)

CLINIC 1

73 SF

13 - SUPPORT AREA

598 SF

15 - LESSOR AREA

47 SF

4 - DENTAL CLINIC

61 SF

13 - SUPPORT AREA

74 SF

11 - LOGISTICS

SERVICE

171 SF

10 - ENGINEERING

SERVICE

112 SF

11 - LOGISTICS

SERVICE

42 SF

15 - LESSOR AREA

1185 SF

4 - DENTAL CLINIC112 SF

2 - PATIENT ALIGNED

CARE TEAM(PACT)

CLINIC 1

419 SF

9 - PATHOLOGY AND

LABORATORY

MEDICINE (PLM)

SERVICE

74 SF

15 - LESSOR AREA

135 SF

13 - SUPPORT AREA

132 SF

14 - FLEX OFFICE

121 SF

13 - SUPPORT AREA

83 SF

1 - LOBBY /

RECEPTION AREA

216 SF

2 - PATIENT ALIGNED

CARE TEAM(PACT)

CLINIC 1

414 SF

1 - LOBBY /

RECEPTION AREA

386 SF

7 - MULTI -SPECIALTY

CLINIC

83 SF

15 - LESSOR AREA

79 SF

15 - LESSOR AREA

199 SF

1 - LOBBY /

RECEPTION AREA 150 SF

1 - LOBBY /

RECEPTION AREA

204 SF

12 - CANTEEN

SERVICE

225 SF

1 - LOBBY /

RECEPTION AREA

194 SF

15 - LESSOR AREA

60 SF

1 - LOBBY /

RECEPTION AREA

227 SF

1 - LOBBY /

RECEPTION AREA

193 SF

1 - LOBBY /

RECEPTION AREA

160 SF

1 - LOBBY /

RECEPTION AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

DEVELOPER 36C10F183351

NOT FOR CONSTRUCTION

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY

ME, AND THAT I AM A DUTY LICENSED ARCHITECT UNDER THE LAWS OF

THE STATE OF MARYLAND, LICENSE No. 14048, EXPIRATION DATE:

11/18/2020

/C h a rl o tt e H a ll

C B

O C

/V A

C h a rl o tt e

H a ll

C B

O C

O c u lu s

T I.

rv t

/5 /2

A-102

DEPARTMENTAL AREA FLOOR

PLAN

VETERANS AFFAIRS COMMUNITY BASED

OUTPATIENT CLINIC - CHARLOTTE HALL, MARYLAND

02/11/19 LJBRMR

CHARLOTTE HALL, MD

1/8" = 1'-0"F1 LEVEL 1 DEPARTMENTAL AREA PLAN

GENERAL SHEET NOTES

1. THIS SHEET IS INTENDED TO BE VIEWED IN COLOR.

DEPARTMENT AREA LEGEND

DEPARTMENT NAME NUSF

1 - LOBBY / RECEPTION AREA 1711 SF

2 - PATIENT ALIGNED CARE

TEAM(PACT) CLINIC 1

8340 SF

3 - AUDIOLOGY AND SPEECH 552 SF

4 - DENTAL CLINIC 1232 SF

5 - EYE CLINIC 454 SF

6 - MENTAL HEALTH CLINIC 2306 SF

7 - MULTI -SPECIALTY CLINIC 386 SF

8 - PHYSICAL MEDICINE AND

REHABILITATION (PM&R) CLINIC

1052 SF

9 - PATHOLOGY AND

LABORATORY MEDICINE (PLM)

SERVICE

419 SF

10 - ENGINEERING SERVICE 171 SF

11 - LOGISTICS SERVICE 187 SF

12 - CANTEEN SERVICE 204 SF

13 - SUPPORT AREA 540 SF

14 - FLEX OFFICE 270 SF

GRAND TOTAL 17825 SF

DEPARTMENT AREA SCHEDULE

NORTH

SHEET TO BE VIEWED IN COLOR

DEPARTMENT NAME AREA

15 - LESSOR AREA 1071 SF

GRAND TOTAL 1071 SF

178 SF

PROCED. ROOM

TRPR1

(180 SF)

62 SF

PROCED. TOILET

TLTB1

150A

(60 SF)

26 SF

CART

RCA01

(20 SF)

442 SF

TEAM WORK AREA

WRTM1

(750 SF)

372 SF

STAFF LOUNGE

WRTM1

(180 SF)

85 SF

CLEAN

UCCL1

(60 SF)

63 SF

STAFF TOILET

TLTU1

(60 SF)

37 SF

H/W ALCOVE

PEWH2

(30 SF)

66 SF

GYN. TOILET

TLTF1

158A

(60 SF)

125 SF

EXAM

EXPA1

(125 SF)

126 SF

EXAM

EXPA1

(125 SF)

126 SF

EXAM

EXPA1

(125 SF)

125 SF

EXAM

EXPA1

(125 SF)

126 SF

EXAM

EXPA1

(125 SF)

65 SF

TOILET

TLTU1

(60 SF)

312 SF

SHARED MEDICAL

(+TELE HEALTH)

CLSC4

(300 SF)

34 SF

STOR.

SRE01

121A

(30 SF)

323 SF

GROUP THERAPY

ROOM

OPMH1

(300 SF)

119 SF

SP. TEAM WORK AREA

WRTM1

(180 SF)

125 SF

TELE HEALTH

48 SF

WHL. CH

SRLW1

100A

(30 SF)

104 SF

FAMILY WAITING

WRF01

(60 SF)

176 SF

RECEPTION

RECP3

(120 SF)

67 SF

RECEPTION,

ACCESSIBLE

RECP5

102A

(100 SF)

126 SF

SUPERVISOR

OFA02

(30 SF)

290 SF

WAITING

WRC04

102E

(30 SF)

218 SF

VENDING

BX002

(150 SF)

105 SF

TRIAGE

LBVP1

(80 SF)

195 SF

LABORATORY

LBGM1

(100 SF)

462 SF

PHYSICAL THERAPY /

LIVE PROGRAM

PTTC2

(700 SF)

85 SF

DENTAL LAB

DNPL1

(80 SF)

130 SF

DENTAL TREAT.

DNTG1

(125 SF) 130 SF

DENTAL TREAT.

DNTG1

(125 SF)

132 SF

DENTAL TREAT.

DNTG1

(125 SF)

152 SF

ELECTRICAL

(40 SF)

126 SF

X-RAY

DNXS1

(125 SF)

51 SF

SOILED

USCL1

(60 SF)

68 SF

CLEAN/ SUPPLY

UCCL1

(60 SF)

125 SF

EYE EXAM

EYOT2

(125 SF)

125 SF

EYE EXAM

EYOT2

(125 SF)

167 SF

VISUAL FIELD

EYVF1

(180 SF)

254 SF

EXAM, AUDIOMETRIC

BOOTH

PEHS4

(260 SF)

159 SF

HEARING AID

HAFR1

(125 SF)

71 SF

SOILED

USCL1

(60 SF)

190 SF

VEST.

LOB02

(200 SF)

113 SF

SECURITY

OFA04

(100 SF)

113 SF

BIOMED REPAIR

BMER1

(100 SF)

181 SF

EXAM ROOM

WOMEN'S HEALTH

TRPR1

(180 SF)

63 SF

GYN. TOILET

TLTF1

159A

(60 SF)

52 SF

STAFF TOILET

TLTU1

(125 SF)

117 SF

OIT / COM

COMC1

(110 SF)

64 SF

AV ROOM

TETR1

(60 SF)

30 SF

KIOSKS

RECP4

102G

(30 SF)

152 SF

WAITING

WRC04

102D

(600 SF)

173 SF

STORAGE

SRLG1

(200 SF)

339 SF

MECHANICAL

(0 SF)

127 SF

TELE HEALTH

WKTM2

(0 SF)

126 SF

PHARMACIST

OFDC2

(0 SF)

125 SF

FLEX OFFICE

OFA02

(0 SF)

287 SF

GROUP THERAPY

ROOM

OPMH1

(300 SF)

36 SF

STOR.

SRS01

123A

(60 SF)

66 SF

TOILET, PATIENT

TLTM1

(60 SF)

322 SF

WAITING

WRC04

102B

(600 SF)

150 SF

WAITING

WRC04

102C

(600 SF)

37 SF

STOR.

SRS01

122A

(60 SF)

70 SF

ELEC

(0 SF)

132 SF

ADMIN

OFA02

(0 SF)

125 SF

EXAM

EXPA1

(125 SF)

28 SF

KIOSKS

RECP4

102F

(30 SF)

67 SF

STAFF TOILET

TLTU1

(0 SF)

63 SF

IT (LESSOR AREA)

TETR1

(0 SF)

151 SF

VOLUNTEER

SERVICES

NCWD4

(0 SF)

126 SF

TELE HEALTH

WKTM2

(125 SF)

125 SF

EXAM / FLEX

EXRG0

(125 SF)

125 SF

EXAM / FLEX

EXRG0

(125 SF)

126 SF

EXAM / FLEX

EXRG0

(125 SF)

119 SF

SHARED OFFICE

OFDC2

(125 SF)

125 SF

AUDIO EXAM

EXRG3

(0 SF)

127 SF

TELERET.

WKTM3

(0 SF)

67 SF

TOILET

TLTU1

(60 SF)

76 SF

EQUIP. STOR.

SRE01

(0 SF) 48 SF

SOILED

USCL1

(0 SF)

75 SF

TOILET

TLTU1

(75 SF)

80 SF

TOILET

TLTU1

(75 SF)

68 SF

STAFF TOILET

TLTU1

(60 SF)

74 SF

BREAK DOWN AREA

MMRP1

(0 SF)

75 SF

PATIENT EDUCATION

CLSC2

(30 SF) 185 SF

EXAM

PTTC1

200A

78 SF

WORKSTATIONS

OFA07

69 SF

EQUIP.

SRE01

11' - 4 1/8" 10' - 0" 18' - 5 1/4" 7' - 4 7/8" 7' - 9 7/8" 7' - 7 7/8" 32' - 2 1/2" 11' - 7" 7' - 6" 6' - 10" 6' - 5 7/8" 6' - 5" 9' - 1 3/4" 15' - 9 1/4"

3/ 8"

3/ 4"

1/ 8"

5/ 8"

129 SF

CONSULT ROOM,

MENTAL HEALTH

OFDC1

(125 SF)

119 SF

CONSULT ROOM

OFDC1

(125 SF)

69' - 2 1/4" 20' - 2 1/2" 5' - 0 7/8" 28' - 3 7/8" 4' - 5 7/8"

7/ 8"

5' - 5 3/4" 3' - 8"

2' - 1 1/2"

12' - 9 3/8"

12' - 6 5/8" 6' - 4 1/4"

1' - 5 1/2"

11' - 8 1/4" 10' - 11 1/4"

1' - 5 1/2"

6' - 4 3/4" 12' - 8 1/4" 5' - 7 7/8" 20' - 2 1/2" 5' - 11 3/4" 11' - 2 1/4"

1' - 6 1/8" 6' - 4 1/4" 1' - 7 1/2"

11' - 2 7/8" 6' - 5" 9' - 1 3/4"

12' - 7 7/8"

9' - 0 7/8" 1' - 9 7/8" 8' - 3 7/8" 6' - 4 7/8" 15' - 2 3/4"

38 SF

HAC

JANC1

(60 SF)

124 SF

EXAM ROOM,

WOMEN'S HEALTH

EXW01

(136 SF)

65 SF

PAT. TOILET

TLTU1

(60 SF)

62 SF

STORAGE, CLEAN

MEDICAL SUPPLY

SRE01

179 SF

PROCED. ROOM

TRPR1

(180 SF)

59 SF

BARIATRIC PROCED.

TOILET

TLTB1

165A

(60 SF)

12' - 6 5/8" 6' - 4 7/8" 12' - 7 7/8" 12' - 10" 6' - 4 3/4" 11' - 4 7/8"

1' - 3 1/2"

6' - 1" 7' - 5 1/2" 11' - 10 3/4" 6' - 4 7/8" 12' - 8 1/4"

112 SF

PROSTHETICS

SUPPLY

SRS01

(0 SF)

6' - 0" 4 7/8"

3' - 0 7/8"

9' - 8 7/8"

127 SF

CONSULT ROOM

OFDC1

(125 SF)

46' - 8 5/8" 4' - 3 1/4" 4' - 3 1/4" 8' - 5 1/8"

1' - 6 5/8"

1' - 6 1/2"

1' - 8 1/4"

11' - 0 7/8" 6' - 4 7/8" 8' - 6 5/8"

10' - 5 5/8" 6' - 4 7/8" 11' - 0 1/4"

1' - 8 1/8"

6' - 4 7/8" 12' - 9 3/4"

77 SF

VOLUNTEER

STORAGE

SRE01

199 SF

WORKROOM, SHARE

OFFICE

WKTM3

112 56 SF

TOILET

TLTU1

58' - 6 5/8" 28' - 7" 8' - 7 3/4"

11 1/2"

14' - 3 1/8" 22' - 11 3/8" 10' - 4 3/4" 13' - 7"

7' - 2"

12' - 4 1/8" 8' - 3 7/8" 6' - 0" 7' - 11 1/2" 6' - 1 1/2" 8' - 0 1/8" 6' - 0" 11' - 5 3/8"

10' - 7 1/2" 11' - 0" 6' - 4 7/8" 11' - 8 5/8" 12' - 7 5/8" 6' - 0"

11 1/4"

10' - 1" 3' - 5 1/4" 3' - 8" 3' - 10 1/8"

3' - 5 1/4" 3' - 8" 3' - 10"

7' - 0 1/8"

1/ 8"

/8 "6'

7/ 8"

1/ 8"

7/ 8"

1/ 8"

17' - 2 7/8" 14' - 2 1/2" 10' - 3 3/4" 21' - 11 1/4" 12' - 11 3/4" 1' - 1 1/8" 22' - 11 3/8"

5/ 8"

1/ 4"

1/ 8"

5/ 8"

7' - 4"

10' - 4 1/4" 6' - 9"

3' - 5 3/4"

3' - 8"

3' - 5 3/4" 6' - 3 3/8"

5' - 11 1/2" 5' - 11 1/4"

21' - 9 1/8" 6' - 7 5/8"

9' - 7 3/4"

1' - 5 1/2"

7/ 8"

62 SF

HAC

JANC1

(60 SF)

58 SF

RECYCLED MAT

WKTM6

(60 SF)

62 SF

ELECT. RM

WKTM7

127 SF

CONSULT ROOM

OFDC1

(125 SF)

5' - 3 5/8"

5.2

A A

B B

B.1

C C

6.6

D D

D.2

D.6

D.8

E E

E.4

F F

G G

H H

J J

1.1

2.1 3.1 3.9 4.1

126 SF

CONSULT ROOM

OFDC1

(125 SF)

128 SF

EXAM / FLEX

EXRG0

(125 SF)

127 SF

CONSULT ROOM

OFDC1

(125 SF)

127 SF

EXAM / FLEX

EXRG0

(125 SF)

128 SF

EXAM/ FLEX

EXERG0

(125 SF)

114 SF

SOCIAL WORK

WRTM1

218 SF

GROUP THERAPY

ROOM

OPMH1

84 SF

MENS LOCKER

LR004

89 SF

WOMENS LOCKER

LR004

43 SF

CALL ROOM

CAFO7

42 SF

CALL ROOM

CFA07

154 SF

BLOOD DRAW

LBVP1

(80 SF)

2' - 6" 31' - 2" 31' - 10" 31' - 10" 31' - 6" 45' - 6" 1' - 6"

26 SF

ARMORY

WKTM8

101A

175' - 10" (OVERALL BUIDLING)

32' - 2" 17' - 0" 16' - 3 1/4" 31' - 11 1/2" 15' - 7 1/4" 62' - 10"

4' - 0" 4' - 0"

1' - 3 3/8"

4' - 0"

1' - 4"

4' - 0"

1' - 4 5/8"

4' - 0" 8' - 2" 3' - 4" 4' - 0" 3' - 8" 4' - 0"

2' - 0" 2' - 0"

4' - 0" 10' - 3 1/8" 9' - 7 1/4" 4' - 0"

2' - 0"

3' - 6" 4' - 0" 2' - 8" 4' - 0" 2' - 8" 4' - 0" 9' - 4"

1' - 8"

4' - 0" 2' - 8" 4' - 0" 2' - 8" 4' - 0" 2' - 8" 4' - 0"

1' - 8"

5' - 4"

1' - 0"

1' - 6" 2' - 9" 2' - 3" 2' - 0"

2' - 8" 2' - 8"

V E

R A

1/ 8"

5" 3'

39' - 2 1/8" (OVERALL)

19' - 11" 17' - 10" 1' - 6"

2' - 8" 4' - 0" 6' - 4" 4' - 0" 6' - 8" 4' - 0" 4' - 8" 4' - 0" 2' - 10"

174' - 10" (OVERALL BUILDING)

1' - 6" 31' - 2" 31' - 10" 31' - 10" 31' - 6" 6' - 4" 25' - 4"

128' - 7 7/8" 5' - 8" 26' - 8" 13' - 10 1/8"

33' - 4" 18' - 8" 8' - 0" 6' - 8" 8' - 0" 6' - 8" 8' - 0" 11' - 8" 4' - 0" 23' - 8"

V E

R A

"4'

25' - 4"

23' - 10" 1' - 6"

1/ 2"

P4 P4

P1 P1a

P2 P2 P2

P3 P3 P3 P3

P2P2

P1 P1

P5P5

7' - 4 7/8" 7' - 4 7/8" 7' - 4 7/8"

1' - 2" 11' - 4 7/8"

88 SF

MED

RCA06

(20 SF)

5/ 8"

3' - 1 7/8"

P5 P5

P5P5

P1a

P11

P11 P11

P12

P1P1

P11

P12

P12P1

P1 P1

P7a

P1a

P1 P10P1

P10

P9 P9

P9P9

P11

P12

P12 P11

P11

P10

P8 P8

P1a P1a

P1aP1a

P12

P1aP1a

P10P10

P12

P10

P10P10

P10

P10P10

P10P10 P12P12

P12 P10

P10 P10

P10

P12 P11

P11 P12

P12

P12P10

P11

P10

P10 P10

P10

P10 P10

P10

P10P10

P10

P12

P12P11

P8 P8

P7a

P12

P11

P12

P12 P11

P10

P10 P10

P10

P10 P10

P10

P7a

P12 P12

P11

P10P10

P10

P5 P5

P10

P7a

P7b

P1a

P7b

5' - 8 1/8" 7' - 10 3/8" 11' - 10 3/4"

6' - 0" 19' - 5 1/8" 6' - 0"

P1a

P7 P11 P12 P11

P7a

P12

P11

P10

P11 P11P12 P12

P12

P10P12

P12

P11

P10

P10P7a

P10

P10 P11

P12

P12 P11

P12

P10P10

P10

P12 P12 P11

P7aP7aP7a

P11

P10P10

P10

P12 P12 P11

P11 P11

P11

P10

P7a

P7b

P9a

P7a

P8 P8

P7a P7a

P7a

P7a P7a

P7a

27' - 5 1/8"

P10

12' - 7 3/4" 5' - 8 1/4"

4" 4"

6' - 0"

3' - 7"

1/ 2"

1' - 11 7/8"

P5aP5a

1' - 0"

1' - 0" P5aP5a

P10

P11

6' - 0"

1/ 4"

4' - 6" 12' - 0 5/8"

P1a

1.1

2.1

3.1

3.9

4.1

OPEN TO BELOW

CHECK-IN BELOW

1' - 6" 19' - 4" 1' - 6"

3' - 10"4' - 0"

1' - 4"

4' - 0"1' - 4"4' - 0"3' - 10"

3/ 8"

1' - 6"19' - 4"1' - 6"

3' - 10" 4' - 0"

1' - 4"

4' - 0"

1' - 4"

4' - 0" 3' - 10"

OPEN TO BELOW

V E

R A

R S

T O

R Y

22' - 4" (OVERALL CLEARSTORY)

1' - 6"

1-HOUR RATED CONSTRUCTION. EXTEND 1 HR.

RATED ASSEMBLY TO UNDERSIDE OF MTL. ROOF

DECK, FIRE STOP ALL JOINTS & PENETRATIONS.

NOTE:

REFER TO SHEET A-512 FOR PARTITION DETAILS AND NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

DEVELOPER 36C10F183351

NOT FOR CONSTRUCTION

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY

ME, AND THAT I AM A DUTY LICENSED ARCHITECT UNDER THE LAWS OF

THE STATE OF MARYLAND, LICENSE No. 14048, EXPIRATION DATE:

11/18/2020

/C h a rl o tt e H a ll

C B

O C

/V A

C h a rl o tt e

H a ll

C B

O C

O c u lu s

T I.

rv t

/5 /2

P M

A-103

DIMENSION FLOOR PLAN VETERANS AFFAIRS COMMUNITY BASED

OUTPATIENT CLINIC - CHARLOTTE HALL, MARYLAND

02/11/19 LJBRMR

CHARLOTTE HALL, MD

1/8" = 1'-0"F2 LEVEL 1 DIMENSION PLAN

NORTH

GENERAL SHEET NOTES

1. ALL DIMENSIONS ARE TO FACE OF FINISH, FACE OF MASONRY OR GRID LINES

U.N.O. DO NOT SCALE DRAWINGS

2. UTILIZE 20 GA. COLD FORMED STEEL STUDS AT 16" O.C. MAX. AT ALL INTERIOR

PARTITIONS U.N.O. MAINTAIN 6" COLD FORMED STUDS AT ALL PLUMBING CHASE

WALLS, U.N.O. (VERIFY w/ PLANS & WALL TYPE SHEET).

3. VERIFY SIZE & LOCATION OF MECHANICAL & ELECTRICAL EQUIPMENT, PADS,

PENETRATIONS & SUPPORTS w/ MECHANICAL & ELECTRICAL DRAWINGS.

4. SLOPE FLOORS TO DRAINS AT 1/8" PER FOOT MIN. WHILE KEEPING FLOOR LEVEL

AT WALL BASE CONDITION. (DO NOT EXCEED 2% SLOPE IN ANY DIRECTION.)

5. PLANS INDICATE MIN. REQUIREMENTS FOR FIRE EXTINGUISHERS, PROVIDE

ADDITIONAL EXTINGUISHERS IF REQUIRED BY AUTHORITY HAVING JURISDICTION.

FIRE EXTINGUISHERS TO COMPLY w/ NFPA 10.

6. COORDINATE ALL METER LOCATIONS w/ CIVIL, PLUMBING & ELECTRICAL

DRAWINGS.

7. COORDINATE TRANSFORMER AND GENERATOR PAD LOCATION w/ CIVIL &

ELECTRICAL DRAWINGS.

8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN

EXTERIOR WALLS.

9. REFER TO SPECIFICATIONS MANUAL FOR ADDITIONAL INFORMATION.

1/8" = 1'-0"F1 LEVEL 1 PLAN AT CLEARSTORY SPACE

NORTH

WALL LEGEND

KEYED NOTES:

117 COORDINATE w/ CEILING PLAN

123 DEPRESSED SLAB FOR AUDIO BOOTH.

RE-STRUCTURAL

Revisions: Date:

amelf Cloud amelf Callout what is wall type?

amelf Callout exposed column? paint?

amelf Cloud amelf Callout p-types amelf Cloud amelf Cloud amelf Cloud amelf Cloud amelf Callout p-type amelf Cloud amelf Cloud amelf Cloud amelf Rectangle amelf Rectangle amelf Cloud amelf Cloud amelf Cloud amelf Rectangle amelf Cloud amelf Rectangle amelf Callout paint?

CCC C

C C

A-303

A-304

A-301

F1 A-304

A-302

A-304

A-303

A-302

A-305

A-301

A-305

A-303

A-301

A-305

178 SF

PROCED. ROOM

TRPR1

(180 SF)

62 SF

PROCED. TOILET

TLTB1

150A

(60 SF)

26 SF

CART

RCA01

(20 SF)

442 SF

TEAM WORK AREA

WRTM1

(750 SF)

372 SF

STAFF LOUNGE

WRTM1

(180 SF)

85 SF

CLEAN

UCCL1

(60 SF)

68 SF

STAFF TOILET

TLTU1

(60 SF)

63 SF

STAFF TOILET

TLTU1

(60 SF)

37 SF

H/W ALCOVE

PEWH2

(30 SF)

66 SF

GYN. TOILET

TLTF1

158A

(60 SF)

125 SF

EXAM

EXPA1

(125 SF)

126 SF

EXAM

EXPA1

(125 SF)

126 SF

EXAM

EXPA1

(125 SF)

125 SF

EXAM

EXPA1

(125 SF)

126 SF

EXAM

EXPA1

(125 SF)

65 SF

TOILET

TLTU1

(60 SF)

312 SF

SHARED MEDICAL

(+TELE HEALTH)

CLSC4

(300 SF)

34 SF

STOR.

SRE01

121A

(30 SF)

323 SF

GROUP THERAPY

ROOM

OPMH1

(300 SF)

119 SF

SP. TEAM WORK AREA

WRTM1

(180 SF)

125 SF

TELE HEALTH

WKTM2

(125 SF)

48 SF

WHL. CH

SRLW1

100A

(30 SF)

322 SF

WAITING

WRC04

102B

(600 SF)

104 SF

FAMILY WAITING

WRF01

(60 SF)

176 SF

RECEPTION

RECP3

(120 SF)

67 SF

RECEPTION,

ACCESSIBLE

RECP5

102A

(100 SF)

126 SF

SUPERVISOR

OFA02

(30 SF)

290 SF

WAITING

WRC04

102E

(30 SF)

218 SF

VENDING

BX002

(150 SF)

105 SF

TRIAGE

LBVP1

(80 SF)

195 SF

LABORATORY

LBGM1

(100 SF)

75 SF

TOILET

TLTU1

(75 SF)

80 SF

TOILET

TLTU1

(75 SF)

462 SF

PHYSICAL THERAPY /

LIVE PROGRAM

PTTC2

(700 SF)

85 SF

DENTAL LAB

DNPL1

(80 SF)

130 SF

DENTAL TREAT.

DNTG1

(125 SF) 130 SF

DENTAL TREAT.

DNTG1

(125 SF)

132 SF

DENTAL TREAT.

DNTG1

(125 SF)

152 SF

ELECTRICAL

(40 SF)

126 SF

X-RAY

DNXS1

(125 SF)

51 SF

SOILED

USCL1

(60 SF)

68 SF

CLEAN/ SUPPLY

UCCL1

(60 SF)

125 SF

EYE EXAM

EYOT2

(125 SF)

125 SF

EYE EXAM

EYOT2

(125 SF)

167 SF

VISUAL FIELD

EYVF1

(180 SF)

254 SF

EXAM, AUDIOMETRIC

BOOTH

PEHS4

(260 SF)

159 SF

HEARING AID

HAFR1

(125 SF)

71 SF

SOILED

USCL1

(60 SF)

190 SF

VEST.

LOB02

(200 SF)

113 SF

SECURITY

OFA04

(100 SF)

113 SF

BIOMED REPAIR

BMER1

(100 SF)

181 SF

EXAM ROOM

WOMEN'S HEALTH

TRPR1

(180 SF)

63 SF

GYN. TOILET

TLTF1

159A

(60 SF)

52 SF

STAFF TOILET

TLTU1

(125 SF)

117 SF

OIT / COM

COMC1

(110 SF)

64 SF

AV ROOM

TETR1

(60 SF)

232 SF

DENTAL CORRIDOR

(0 SF)

30 SF

KIOSKS

RECP4

102G

(30 SF)

152 SF

WAITING

WRC04

102D

(600 SF)

173 SF

STORAGE

SRLG1

(200 SF)

339 SF

MECHANICAL

(0 SF)

628 SF

HALLWAY E

(0 SF)

127 SF

TELE HEALTH

WKTM2

(0 SF)

126 SF

PHARMACIST

OFDC2

(0 SF)

125 SF

FLEX OFFICE

OFA02

(0 SF)

287 SF

GROUP THERAPY

ROOM

OPMH1

(300 SF)

36 SF

STOR.

SRS01

123A

(60 SF)

66 SF

TOILET, PATIENT

TLTM1

(60 SF)

150 SF

WAITING

WRC04

102C

(600 SF)

37 SF

STOR.

SRS01

122A

(60 SF)

70 SF

ELEC

(0 SF)

132 SF

ADMIN

OFA02

(0 SF)

125 SF

EXAM

EXPA1

(125 SF)

28 SF

KIOSKS

RECP4

102F

(30 SF)

67 SF

STAFF TOILET

TLTU1

(0 SF)

63 SF

IT (LESSOR AREA)

TETR1

(0 SF)

151 SF

VOLUNTEER

SERVICES

NCWD4

(0 SF)

126 SF

TELE HEALTH

WKTM2

(125 SF)

125 SF

EXAM / FLEX

EXRG0

(125 SF)

125 SF

EXAM / FLEX

EXRG0

(125 SF)

126 SF

EXAM / FLEX

EXRG0

(125 SF)

119 SF

SHARED OFFICE

OFDC2

(125 SF)

125 SF

AUDIO EXAM

EXRG3

(0 SF)

127 SF

TELERET.

WKTM3

(0 SF)

631 SF

CORRIDOR B

(0 SF)

74 SF

BREAK DOWN AREA

MMRP1

(0 SF)

76 SF

EQUIP. STOR.

SRE01

(0 SF) 67 SF

TOILET

TLTU1

(60 SF)

48 SF

SOILED

USCL1

(0 SF)

75 SF

PATIENT EDUCATION

CLSC2

(30 SF)

56 SF

TOILET

TLTU1

185 SF

EXAM

PTTC1

200A

38 SF

HAC

JANC1

(60 SF)

33 SF

WOMEN'S SUB-

WAITING

WRCO3

124 SF

EXAM ROOM,

WOMEN'S HEALTH

EXW01

(136 SF)

65 SF

PAT. TOILET

TLTU1

(60 SF)

78 SF

WORKSTATIONS

OFA07

62 SF

STORAGE, CLEAN

MEDICAL SUPPLY

SRE01

179 SF

PROCED. ROOM

TRPR1

(180 SF)

59 SF

BARIATRIC PROCED.

TOILET

TLTB1

165A

(60 SF)

119 SF

CONSULT ROOM

OFDC1

(125 SF)

127 SF

CONSULT ROOM

OFDC1

(125 SF)

127 SF

CONSULT ROOM

OFDC1

(125 SF)

129 SF

CONSULT ROOM,

MENTAL HEALTH

OFDC1

(125 SF)

112 SF

PROSTHETICS

SUPPLY

SRS01

(0 SF)

69 SF

EQUIP.

SRE01

77 SF

VOLUNTEER

STORAGE

SRE01

199 SF

WORKROOM, SHARE

OFFICE

WKTM3

62 SF

HAC

JANC1

(60 SF)

58 SF

RECYCLED MAT

WKTM6

(60 SF)

62 SF

ELECT. RM

WKTM7

A-404 A6

A10

A-404

B10

A-402

A-404

B2B5

A-402

A-402F5

A-403

A-402E1

A-404

C2C5

A-403 D6

A-403

A-402 B1

A-402

A-404 A1

A-401

A-402A1

A-402 C5

A-402

D3D2

A-402 B5

B10

A-402 C1

A-403 F1

A-403E5

A-403F5

A-401 F6

A-401

F2 F4

A-401E1

A-402E6

A-403A8

126 SF

CONSULT ROOM

OFDC1

(125 SF)

128 SF

EXAM / FLEX

EXRG0

(125 SF)

127 SF

CONSULT ROOM

OFDC1

(125 SF)

127 SF

EXAM / FLEX

EXRG0

(125 SF)

128 SF

EXAM/ FLEX

EXERG0

(125 SF)

159 SF

HALLWAY F

484 SF

HALLWAY G

114 SF

SOCIAL WORK

WRTM1

218 SF

GROUP THERAPY

ROOM

OPMH1

84 SF

MENS LOCKER

LR004

89 SF

WOMENS LOCKER

LR004

42 SF

CALL ROOM

CFA07

43 SF

CALL ROOM

CAFO7

141 SF

CORRIDOR K

371 SF

HALLWAY J

44 SF

HALLWAY I

854 SF

CORRIDOR A

148 SF

HALLWAY C

172 SF

HALLWAY D

148 SF

HALLWAY B

148 SF

HALLWAY A

154 SF

BLOOD DRAW

LBVP1

(80 SF)

5.2

A A

B B

B.1

C C

6.6

D D

D.2

D.6

D.8

E E

E.4

F F

G G

H H

J J

1.1

2.1 3.1 3.9 4.1

A-401 E2

101A

26 SF

ARMORY

WKTM8

101A

197196

110A

110111

115116

118A 102A121B

121A

122A

122B123B

123A

124 125

133134

171 172 173 174 175

218A

140A

142A

156C

144 145

150A

145A

147A

150B

156A

165B

165A

162A

156B

478 SF

HALLWAY H

158B

160A

158A

214A

159A

179 180 181

216B

190 189

217A

216A

218B

102B

A-701 D1

A-701

88 SF

MED

RCA06

(20 SF)

A-404

A-403

100A

395 SF

2 EXTENDED TEAM

OFA03

(112 SF)

A-401E5

A-403

A-401 E6

A-401E7

A-401

WP-3

W P

-3

W P

-3

A-704

SimB6

A-704

Sim

A-704

Sim B6

A-704

Sim

100B

A-704

Sim

A-704

Sim

A-704

Sim

CORNER GUARD TO BE LOCATED AT ALL OUTSIDE

COURNERS U.N.O.

CHANNEL GUARD TO BE LOCATED AT EXPOSED END

WALLS

HANDRAIL HR-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

DEVELOPER 36C10F183351

NOT FOR CONSTRUCTION

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY

ME, AND THAT I AM A DUTY LICENSED ARCHITECT UNDER THE LAWS OF

THE STATE OF MARYLAND, LICENSE No. 14048, EXPIRATION DATE:

11/18/2020

/C h a rl o tt e H a ll

C B

O C

/V A

C h a rl o tt e

H a ll

C B

O C

O c u lu s

T I.

rv t

/5 /2

P M

A-104

ANNOTATION FLOOR PLAN VETERANS AFFAIRS COMMUNITY BASED

OUTPATIENT CLINIC - CHARLOTTE HALL, MARYLAND

02/11/19 LJBRMR

CHARLOTTE HALL, MD

NORTH

1/8" = 1'-0"F1 LEVEL 1 ANNOTATION PLAN

GENERAL SHEET NOTES

1. ALL DIMENSIONS ARE TO FACE OF FINISH, FACE OF MASONRY OR GRID LINES

U.N.O. DO NOT SCALE DRAWINGS

2. UTILIZE 20 GA. COLD FORMED STEEL STUDS AT 16" O.C. MAX. AT ALL INTERIOR

PARTITIONS U.N.O. MAINTAIN 6" COLD FORMED STUDS AT ALL PLUMBING CHASE

WALLS, U.N.O. (VERIFY w/ PLANS & WALL TYPE SHEET).

3. VERIFY SIZE & LOCATION OF MECHANICAL & ELECTRICAL EQUIPMENT, PADS,

PENETRATIONS & SUPPORTS w/ MECHANICAL & ELECTRICAL DRAWINGS.

4. SLOPE FLOORS TO DRAINS AT 1/8" PER FOOT MIN. WHILE KEEPING FLOOR LEVEL

AT WALL BASE CONDITION. (DO NOT EXCEED 2% SLOPE IN ANY DIRECTION.)

5. PLANS INDICATE MIN. REQUIREMENTS FOR FIRE EXTINGUISHERS, PROVIDE

ADDITIONAL EXTINGUISHERS IF REQUIRED BY AUTHORITY HAVING JURISDICTION.

FIRE EXTINGUISHERS TO COMPLY w/ NFPA 10.

6. COORDINATE ALL METER LOCATIONS w/ CIVIL, PLUMBING & ELECTRICAL

DRAWINGS.

7. COORDINATE TRANSFORMER AND GENERATOR PAD LOCATION w/ CIVIL &

ELECTRICAL DRAWINGS.

8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN

EXTERIOR WALLS.

9. REFER TO SPECIFICATIONS MANUAL FOR ADDITIONAL INFORMATION.

WALL PROTECTION LEGEND

A A

B B

C C

D D

E E

G G

2 75.8

F F

H H

B.1

2.1 4.11.1

D.2

A-201C1

A-201 F1

A-201

A-301

J J

P E

D P

E R

S T

P E

D P

E R

S T

P E

D P

E R

S T

P E

D P

E R

S T

P E

D P

E R

S T

P E

D P

E R

S T

H.P. L.P.

L.P.

H.P.

SLOPED PER STL

P E

D P

E R

S T

P E

D P

E R

S T

STANDING

SEAM METAL

ROOF

H.P. +6"

H.P.

L.P.

ROOF

SLOPE

R O

O F

A-301

A-304

A-302

A-303

A-302

A-303

A-304

A-305

A-304

3.93.1

D.8

5.2

E.4

D.6

183183

190190

191191

A-302

A-304 A-501B9

A-501

A-503

A-201

S P

H.P.

A-506

197197197

189198 198

H.P.

198 198

199199

H.P.199

A-303

SLOPE

SLO

SLOPE

SLO

SLOPE

183183

177177

A-500

A-105

V E

R A

175' - 10" (OVERALL BUILDING)

V E

R A

5' - 0"

13' - 9"

5' - 0"

8' - 0" 24' - 0"

A-105

199176

38' - 6 7/8"

13' - 11 1/2"

2' - 6"

H.P./L.P.

TAPERED BOARD INSULATION SLOPE

1/4" PER FOOT MIN

HIGH POINT (H.P.) / LOW POINT (L.P.)

CONDENSING UNIT. REF. MECH DWGS

TRIM CAP

STANDING SEAM MTL. ROOF

PANELS BY ROOFING CONTRACTOR

ATTACH PANEL USING TEK

SCREWS

HAT CHANNEL, TYP.

ATTACH HAT CHANNEL

USING TEK SCREWS

ATTACH FIELD CONNECTOR USING

TEK SCREWS

FIELD CONNECTOR, TYP.

CRIMPED TUBE END, TYP

OPTIONAL END CONNECTOR

ROOFING

BASE SUPPORT, TYP

BASE CAP, TYP

ROTOLOCK CONNECTION ATTACH USING

THREAD CUTTING SCREWS

BASE CONNECTOR, TYP

ATTACH END CONNECTOR USING

TEK SCREWS

Ø2 1/2" END CONNECTOR,

TYP

ATTACH BASE CAP TO BASE

SUPPORT USING BOLTS W/

SEALING WASHERS

ATTACH BASE CONNECTOR

USING TEK SCREWS

Ø1 1/2" TUBING 16 GA, TYP

Ø1 1/2" END

CONNECTOR, TYP

A-105

SEE ROOF PLAN FOR SLOPE

EXPLODED VIEW

BASE SUPPORT

BASE GASKET

ROOF FLASHING

BASE CAP

ASSEMBLY

BASE GASKET

ROOF FLASHING

BASE SUPPORT

BASE CAP ASSEMBLY WITH ROTOLOCK

PER PLANS & CALCS BY ROOFSCREEN MFG.

FASTEN BASE SUPPORT TO TOP CHORD OR

STEEL JOIST WITH TEK SCREWS

STEEL FRAMING - REF. STRUCT.

METAL ROOF DECK

ROOF MEMBRANE

9" 8 5/

D.2

5.2

5/8" PRIME ROOF BD.

6" STL. STUDS @ 12" O.C.

2" RIGID INSULATION

1 1/2"AIR SPACE

4" BRICK VENEER

ADJUSTABLE WALL TIES

5/8" EXT. GLASS MAT GYP. BD.

SHEATHING

WEATHER RESISTANT BARRIER

2X P.T. WD. NAILER @ CORNER

TPO ROOF MEMBRANE. RUN UP &

UNDER MTL. COPING.

TPO BONDING ADHESIVE

WATERTIGHT WELDED TPO

OUTSIDE CORNER. REF TO B6-

C6/A-504

ALUM. COPING ABOVE

ROOF EDGE BELOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

DEVELOPER 36C10F183351

NOT FOR CONSTRUCTION

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY

ME, AND THAT I AM A DUTY LICENSED ARCHITECT UNDER THE LAWS OF

THE STATE OF MARYLAND, LICENSE No. 14048, EXPIRATION DATE:

11/18/2020

/C h a rl o tt e H a ll

C B

O C

/V A

C h a rl o tt e H a ll

C B

O C

O c u lu s S h e ll.

rv t

P M

A-105

ROOF PLAN VETERANS AFFAIRS COMMUNITY BASED OUT

PATIENT CLINIC - CHARLOTTE HALL, MARYLAND

11/15/18 LJBRMR

CHARLOTTE HALL, MD

1/8" = 1'-0"F3 ROOF PLAN

NORTH

GENERAL SHEET NOTES

KEYED NOTES

1. STAGGER ROOF INSULATION JOINTS AT LEAST 6 INCHES IN EVERY

DIRECTION.

2. INSTALL 1/2" PROTECTION/RECOVER BOARD BELOW ALL

MEMBRANE ROOFING, TYP.

3. G.C. TO COORDINATE SOLID WOOD BLOCKING AT ALL TRANSITIONS

AND EDGES TO HEIGHT OF ROOF INSULATION W/ ROOF

MANUFACTURER

4. SADDLES REQUIRED TO ALL LOCATIONS INDICATED OR OTHERWISE

NOT INDICATED (I.E. MECHANICAL UNITS, EQUIPMENT CURBS,

INSIDE CORNERS AT PARAPET WALLS, ETC.) IN ORDER TO PROVIDE

POSITIVE ROOF DRAINAGE. SLOPE ALL SADDLES AT 1/2" PER FOOT

MIN. U.N.O

5. OMISSION OF ANY ACCESSORY FROM THE ROOF PLAN SHALL NOT

RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES FOR

SUCH ITEMS.

6. PRIOR TO CONSTRUCTION G.C. TO VERIFY SIZES, WEIGHTS, &

LOCATIONS OF ALL ROOF MOUNTED EQUIPMENT w/ MECHANICAL

DRAWINGS. VERIFY SIZES & LOCATIONS OF ALL ROOF

PENETRATIONS. COORDIANTE ALL TRADES TO RESOLVE ANY

CONFLICTS PRIOR TO CONSTRUCTION.

# NOTE

175 LAP SPLICE WITH 9 1/2" QUICK SEAM FLASHING; SEE ROOFING

DETAILS FOR ADDITIONAL INFORMATION.

176 TPO TO CONTINUE OVER & DOWN BUILT-UP ROOF EDGE.

OVERLAP AT SEAM PER MFR.

177 SHADED AREA DENOTES TAPERED BOARD INSULATION

SLOPED AT 1/4" PER FOOT.

179 ROOF SCREEN FRAME & SUPPORTS BY ROOFSCREEN

MANUFACTURING. SIZE, TYPE, & LOCATION TO BE DETERMINED

BY MANUFACTURER.

180 ROOF CRICKETING, TYP.

181 CURBED PENETRATION - TYPICAL

183 FULLY ADHEARED TPO ROOF MEMBRANE OVER 1/2" ROOF

PROTECTION/COVER BOARD OVER (3) LAYERS OF 2" RIGID

INSULATION STAGGERED AT JOINTS ON METAL DECK OVER

SLOPED STEEL STRUCTURE.

184 ROOF HATCH. REFER TO SHEET A-506 FOR MORE INFO.

186 ROOF LAY-DOWN AREA.

187 PREMANUFACTURED ALUM. ROOF SCREEN BY ROOFSCREEN

MANUFACTURING, G.C. TO PROVIDE A DOUBLE LOCK STANDING

SEAM METAL ROOF OVER PREMANUFACTURED SCREEN

SLEEPERS & SUB FRAMING. - COLOR TO MATCH GABLE ROOF.

189 CONTINUOUS VENTED RIDGE.

190 PREMANUFACTURED EXTRUDED ALUMINUM CANOPY.

191 CONDUCTOR HEAD, OVERFLOW, AND DOWNSPOUT. DRAIN

SUB-GRADE; REF: CIVIL

192 METAL COPING - COLOR BY ARCHITECT

194 BUILDING SIGNAGE. - BY OTHERS

197 6" PREFINISHED ALUMINUM DOWNSPOUT WITH CAST IRON

BOOTS PIPED SUB-GRADE, COORDINATE DRAIN TERMINATION

WITH CIVIL DRAWINGS; REF: CIVIL - COLOR BY ARCHITECT

198 6" PREFINISHED ALUMINUM DOWNSPOUT.

199 SPLASH PAD WELDED TO ROOF MEMBRANE PER MFR.

STANDARD DETAIL. PROVIDE ADDITIONAL LAYER OF ROOFING

FOR PADDING. EXTEND DOWNSPOUT TO SPLASH PAD.

217 BRICK EXPANSION JOINT (EJ-1).

ROOF PLAN LEGEND

1/2" = 1'-0"B1 ROOFSCREEN FRAME

3" = 1'-0"D1 ROOFSCREEN SUPPORT

STANDING SEAM MTL. ROOF ON ROOF SCREEN FRAMING BY ROOFING

CONTRACTOR. FRAME, SLEEPER SYSTEM AND BASE SUPPORTS BY

ROOFING MNF.

ROOF ASSEMBLY 1:60 MIL REINFORCED ADHERED TPO MEMBRANE OVER

1/2" ORE-PRIMED ROOF BOARD OVER (3) LAYERS (2" EACH, 6" TOTAL)

(JOINTS STAGGERED HORIZONTALLY & VERTICALLY) FLAT

POLYISOCYANURATE INSULLATION MECHANICALLY ATTACHED TO

METAL DECKING ON SLOPING STEEL JOIST.

1 1/2" = 1'-0"F1 BRICK PARAPET TERMINATION @ CMU WALL DETAIL

24 GA. MIN. DOUBLE LOCK STANDING SEAM METAL ROOF SYSTEM OVER

60 MIL SELF-ADHEARING SHEET ROOF UNDERLAYMENT OVER 3/4"

EXTERIOR GRADE T & G ROOF DECKING. REFER TO STRUTURAL

DRAWINGS FOR SHEATHING & FRAMING.

TYPICAL TPO ROOF NOTES

TYPICAL METAL ROOF NOTES

A-503

178 SF

PROCED. ROOM

TRPR1

(180 SF)

62 SF

PROCED. TOILET

TLTB1

150A

(60 SF)

26 SF

CART

RCA01

(20 SF)

442 SF

TEAM WORK AREA

WRTM1

(750 SF)

372 SF

STAFF LOUNGE

WRTM1

(180 SF)

85 SF

CLEAN

UCCL1

(60 SF) 68 SF

STAFF TOILET

TLTU1

(60 SF)

63…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 8, 2025.