Att 1 20201204 598-19-126 Submission Drawings.pdf

PROJECT INFORMATION

BUILDING 16 RENOVATIONS DESIGN

EUGENE J. TOWBIN HEALTH CENTER

NORTH LITTLE ROCK, AR

PROJECT NUMBER: 598-19-126

PROJECT INFORMATION

THIS PROJECT WILL INVOLVE THE RENOVATION OF BUILDING 16 TO

ACCOMMODATE THE GROWTH OF LETC, PROVIDING NEEDED OFFICE

SPACE AS WELL AS SECURED STORAGE.

BUILDING SUMMARY

GROSS AREA: 1487 SF

MAIN USE: BUSINESS

SECONDARY USES: STORAGE

PROJECT INFORMATION

DEDUCT ALTERNATE

DEDUCT ALTERNATE:

DELETE WORK ASSOCIATED WITH THE DEMOLITION OF EXISTING METAL CANOPY

AT LOADING DOCK.

DELETE WORK ASSOCIATED WITH CONSTRUCTION OF NEW PREMANUFACTURED

METAL CANOPY AT LOADING DOCK.

N

N

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

CONSTRUCTION DOCUMENTS

NOT TO SCALE

CAMPUS MAP

NOT TO SCALE

VICINITY MAP

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COVER SHEET CONSTRUCTION

DOCUMENTS

BUILDING 16 RENOVATIONS DESIGN

2020.12.04 TS CJ

GI001

JDA PROJECT #: 2018.001

BUILDING 16 RENOVATIONS

PROJECT No: 598-19-126

FORT LOGAN H. ROOTS

NORTH LITTLE ROCK, AR

CONSTRUCTION DOCUMENTS

598-19-126

EJT VAMC NORTH LITTLE ROCK

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

FIRE PROTECTION

LACEY FIRE PROTECTION

ENGINEERING, LLC

P.O. BOX 723

GREENBRIER AR 72058

SHEET INDEX

NUMBER NAME 95% CD 2020.09.18

CONSTRUCTION

DOCUMENTS 2020.12.04

GENERAL INFORMATION

GI001 COVER SHEET X X

GI002 SYMBOLS & NOTES X X

GI003 STANDARD ABBREVIATIONS X X

CIVIL

CI100 HANDICAP RAMP SITE PLAN X X

CJ101 HANDICAP RAMP DETAILS X X

CJ102 HANDICAP RAMP DETAILS X X

CJ103 FIRE PROTECTION WATER LINE PLAN & DETAILS X X

STRUCTURAL

SD101 DEMOLITION FLOOR PLAN X X

SF101 NEW FLOOR PLAN X X

ARCHITECTUAL

AD101 DEMOLITION PLAN X X

AD111 DEMOLITION REFLECTED CEILING PLAN X X

AE101 NEW CONSTRUCTION FLOOR PLAN X X

AE111 NEW CONSTRUCTION REFLECTED CEILING PLAN X X

AE201 EXTERIOR ELEVATIONS X

AE501 DETAILS X X

AE502 CANOPY & DETAILS X X

AE503 MILLWORK / INTERIOR ELEVATIONS X X

AE601 SCHEDULES X X

IF101 FURNITURE PLAN X X

FIRE PROTECTION

FA101 FIRE ALARM & LIFE SAFETY PLAN X X

FS101 FIRE SPRINKLER PLAN X X

PLUMBING

PD101 FLOOR PLAN - PLUMBING DEMOLITION X X

PL100 PLUMBING GENERAL NOTES AND LEGEND X X

PL101 FLOOR PLAN - SANITARY SEWER X X

PL102 FLOOR PLAN - DOMESTIC WATER X X

PJ101 PLUMBING DETAILS X X

PK101 PLUMBING SCHEDULES X X

MECHANICAL

MD101 FLOOR PLAN - MECHANICAL DEMOLITION X X

MH100 MECHANICAL GENERAL NOTES AND LEGEND X X

MH101 FLOOR PLAN - MECHANICAL DUCTWORK AND PIPING X X

MI101 MECHANICAL DETAILS X X

MI102 MECHANICAL AIR PRESSURE MAP X X

MK101 MECHANICAL SCHEDULES X X

ELECTRICAL

ED101 FLOOR PLAN - ELECTRICAL DEMOLITION X X

EL100 ELECTRICAL GENERAL NOTES, LEGEND AND SCHEDULES X X

EL101 FLOOR PLAN - LIGHTING X X

EP101 FLOOR PLAN - POWER AND TELECOMUNICATIONS X X

EJ101 ELECTRICAL GENERAL NOTES AND LEGEND X X

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

SIMPLE PARTITIONS: VA BIM STANDARDS

A_4A

INDICATES PARTITION TYPE

INDICATES FIRE/SMOKE RATING (0-4 HRS); _ INDICATES 0 HOURS

INDICATES VARIATION CODE(S)

INDICATES NOMINAL CORE SIZE

FIRE RATINGS:

0 NON-RATED

1 1-HR RATING

2 2-HR RATING

3 3-HR RATING

4 4- HR RATING

VARIATION CODES

a MOISTURE RESISTENT GYP BD ON WALL PARTITION, BOTH

SIDES.

b

MOISTURE RESISTENT GYP BD ON WET WALL SIDE OF

WALL PARTITION.

PA

R

TI

TI

O N

S -P

AN

EL

S

BO

TH

S

ID

ES

A B C

MTL STUDS

SINGLE BD,

BOTH SIDES

BOTTOM OF DECK

CEILING LINE

RE: RCP FOR TYPE(S)

CMU

UL U905

(2 HR)

DOUBLE BD

UL U415-B

(2 HR)

J K L

MTL STUDS

SINGLE BD,

BOTH SIDES

( PARTIAL HT )

D

SINGLE BD

UL U415-A

(1 HR)

FU

R

R

IN

G S

PA

R

TI

TI

O

N S

-P

AN

EL

S

O N

E

SI

D E

FURRING / STUDS

SINGLE BD

NOTES 1, 2, & 3

PARTITION TYPE NOTES

1. WHERE NO FIRE/SMOKE RATING AND NO ACOUSTIC INSULATION INDICATED, TERMINATE STUDS 4” ABOVE HIGHEST ADJACENT CEILING AND BRACE TOP TRACK AT INTERVALS OF 4’-0” OC (MAX) TO STRUCTURE ABOVE OR ADJACENT.

2. OFFSET FURRING / STUD 1" FROM ADJACENT PARALLEL SURFACE / STRUCTURE, UNLESS NOTED OTHERWISE.

3. REFERENCE DETAIL SHEETS FOR STRUCTURAL BRACING AND BLOCKING REQUIREMENTS.

BOTTOM OF DECK

CEILING LINE

RE: RCP FOR TYPE(S)

COMPOSITE PARTITIONS:

DOUBLE LETTERS INDICATE COMPOSITE PARTITION MADE UP OF OTHER

PARTITION TYPES. FOR EXAMPLE KK_4A INDICATES A NON-RATED

PARTITION CONSTRUCTED OF TWO (TYPE 'K') SINGLE-SIDED

PARTITIONS WITH ACOUSTICAL INSULATION AND A SINGLE LAYER OF

GWB ON OUTSIDE FACES

CMU

CORE SIZES:

0 7/8" FURRING

1 1-5/8" STUD

2 2-1/2" STUD

4 3-5/8" STUD / CMU

6 5-1/2" STUD / 5-5/8" CMU

8 7-5/8" CMU

E

DOUBLE BD

UL U419

(1 HR)

M

FURRING / STUDS

SINGLE BD

(PARTIAL HT)

c

NOTE 1 & 3

MOISTURE RESISTENT GYP BD ON WET WALL / ROOM

SIDE OF FURRING WALL PARTITION.

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

A

1F157B

D2 / AE512

AE501

AE201

AE201

AE211

20' - 6"

FIRST FLOOR

P-01

SCOPE INDICATORS

DRAWING TITLE

DETAIL CALLOUT

DETAIL INDICATOR FOR SMALL CONDITIONS

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR,

INTERIOR, MULTIPLE

VIEW

BUILDING SECTION INDICATOR

SPACE IDENTIFICATION

OPENING INDICATOR

WINDOW INDICATOR

EQUIPMENT INDICATOR

SHEET NOTES

PARTITION TYPE INDICATOR

NORTH ARROW

INDICATES PROJECT NORTH

INDICATES TRUE NORTH

EXISTING

INDICATES

COLUMN LINE

DESIGNATION

COLUMN LINE INDICATORS

DRAWING REVISION INDICATOR

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

REMOVED

NEW CONSTRUCTION

VV ITEM - GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

VC ITEM - GOVERNMENT

FURNISHED / CONTRACTOR

INSTALLED

ELEVATION INDICATOR

WALL FINISH INDICATOR

CC ITEM - CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

N

1 1/8" = 1'-0" View Name

A_4A

BA3034

CASEWORK TAG

LETTER PAIR INDICATES CASEWORK FAMILY:

RE: AE511-514 FOR DETAILS

FIRST PAIR OF NUMBERS INDICATES UNIT

WIDTH (I.E. 30")

SECOND PAIR INDICATES COUNTERTOP

HEIGHT (I.E. 34")

TOILET ACCESSORY TAG

XXXX

Type Mark

A

NEW

INDICATES

COLUMN LINE

DESIGNATION

CEILING HEIGHT INDICATOR

Room name 1A105

9' - 0"

WALL

MOUNTED

MIRROR

(A1066)

WALL MOUNTED

GRABBAR

(TOILET SIDE)

(A5109)

WALL MOUNTED

GRABBAR

(TOILET REAR)

(A5109)

TOILET PAPER

DISPENSER

(A5200)

WALL MOUNTED PAPER TOWEL

DISPENSER (WITHOUT

INTEGRAL TRASH RECEPTICLE)

(A5080)

FIRE

EXTINGUISHER

CABINET

WALL MOUNTED

WATER FOUNTAIN

(UNLESS OTHER

WISE NOTED)

MOP BRACKET WALL MOUNTED

LAVATORY

COUNTER

MOUNTED

LAVATORY

WALL MOUNTED

ROBE HOOK PAIR

(A5145)

WALL MOUNTED

SHOWER SEAT

WALL MOUNTED

SOAP DISPENSER

HAND SANITIZER DISPENSER

(A5070/A5071)

SH

O

W

ER

W

AL

L

MIRROR TO

BE

18"x36" U.N.O.

CENTER

MIRROR

OVER

SINK U.N.O.

TO

R

EF

LE

C

TI

N

G

SU

R

FA

C E

PL

U

M

BI

N G

W

AL

L

12"

6" 36"

TO

IL

ET

S

ID

E

W

AL

L

PL

U

M

BI

N G

W

AL

L

7"

IF A DOUBLE ROLL

DISPENSER IS

PROVIDED,

DIMENSION IS TO ROLL

CLOSEST TO TOILET

TO

F

R O

N T

TO

P

ED

G

E O

F D

EC

K

LI

P

W H

EN

LO

W

ER

ED

"48

TO

H

AN

D

LE

3' -0

TO

T

O P

TO

O

PE

R

AT

IO

N

2' -1

0"

2' -1

0" C

O U

N

TE

R H

EI

G

H T

SI

D

E W

AL

L

1'-3"

SI

D E

W

AL

L 1'-3"

TO

O

PE

R

AT

IO

N

PTD-1 / PTD-2

FEC

MR-1GB-42 GB-36 TPD-1 / TPD-2 HK-1

SS-1 SD-1 / HSD-1 RCK-1 BCS-1

SP

O

U T

H

EI

G H

T

0'

6"

WALL MOUNTED

POSTURE MIRROR

MR-2

SWING UP GRAB

BAR

RE: 12/A515 FOR

SUPPORTS

GB-30SU

SI

D

E W

AL

L

/ T O

IL

ET

C .L

1' - 6"

2'

TOILET

MOUNTING

LOCATION

TO

IL

ET

S

ID

E

W

AL

L

18"

-1

9"

OFFSET DRAIN

INSULATE HW

& DRAIN

OFFSET DRAIN

INSULATE HW

& DRAIN- -

- N

OT

U

SE

D

- N

OT

U

SE

D

DISPOSAL, SANITARY

NAPKIN, SS, SURFACE

MOUNTED

(A5090)

SND-1

SHELF; FOLD DOWN;

STAINLESS STEEL

(A5162)

SLF-1

CLOCK, ATOMIC,

BATTERY OPERATED

(F3200)

TELEVISION, FLAT

SCREEN

(M0500)

BOARDS, BULLETIN,

48"Wx48"H

(F3010)

" 44

8"

U .N

.O

4' -0

TELEVISION, COLOR,

BEDSIDE, W/ GRAVITY

FREE SUPPORT ARM

(M0505)

TV/DVD COMBINATION

(M0510)

3' -0

5' -6

VA

R

IE

S

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

- N

OT

U

SE

D

18"

- N

OT

U

SE

D

- N

OT

U

SE

D

NEW UNRATED PARTITION

NEW / EXISTING 1 HOUR BARRIER

NEW / EXISTING 1 HOUR SMOKE BARRIER

NEW / EXISTING 2 HOUR BARRIER

NEW / EXISTING SMOKE BARRIER

NEW / EXISTING 2 HOUR SMOKE BARRIER

EXISTING PARTITION TO BE REMOVED

EXISTING PARTITION

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

CONSTRUCTION DOCUMENTS

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SYMBOLS & NOTES CONSTRUCTION

DOCUMENTS

BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

2020.12.04 JMc TS

598-19-126

GI002

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

1 TESTING AGENCIES FOR THE FIRE ASSEMBLIES IDENTIFIED ON THE PARTITION SCHEDULE ARE:

UL – UNDERWRITERS LABORATORY DESIGN NUMBER

GA – GYPSUM ASSOCIATION DESIGN NUMBER

2 PLAN DIMENSIONS ARE TYPICALLY TO GRID LINE, FACE OF STUD, OR FACE OF CONCRETE OR CMU UNLESS NOTED OR INDICATED OTHERWISE. DOORS NOT LOCATED BY PLAN DIMENSIONS ARE LOCATED BY JAMB DETAILS REFERENCED FROM DOOR SCHEDULE.

CRITICAL CLEARANCES ARE DESIGNATED ‘CLR’.

3 THE PARTITION TYPE NOTED BY A SYMBOL CONTINUES BETWEEN CORNERS AND BETWEEN INTERSECTING PARTITIONS. AT OPENINGS, PROVIDE THE SAME PARTITION TYPE ABOVE AND BELOW SUCH OPENING AS THAT ON EITHER SIDE OF THE OPENING. AT PARTITIONS SCHEDULED TO EXTEND TO STRUCTURE ABOVE, EXTEND THE PARTITION AROUND AND ABOVE DUCTS, BEAMS, AND OTHER OBSTRUCTIONS. ALIGN DIFFERENT PARTITION THICKNESSES SO THAT THE FINISHED WALL PLANES CONTINUE UNBROKEN WITHIN EACH ROOM OR CORRIDOR, UNLESS NOTED OTHERWISE. WHERE FACE OF COLUMN FURRING IS SHOWN AS ALIGNING WITH FACE OF PARTITION, CONTINUE PARTITION FACE UNBROKEN PAST THE COLUMN. STANDARD COLUMN FURRING DETAILS LOCATE PARTITION FACE.

4 WHERE GYPSUM BOARD IS NOT SCHEDULED TO EXTEND TO BOTTOM OF STRUCTURE, BOARD MAY TERMINATE 4” ABOVE ABUTTED CEILING ON EACH SIDE. IF NO CEILING IS SCHEDULED, BOARD IN THAT ROOM MUST EXTEND FULL HEIGHT.

5 WHERE PARTITIONS ARE INDICATED AS BEING FIRE-RATED, CONTINUE PARTITIONS UNBROKEN TO BOTTOM OF DECK ABOVE AND ALONG THE ENTIRE PERIMETER OF THE SPACES BEING SEPARATED BY THE FIRE-RATED PARTITIONS. CONTINUE FIRE-RATED PARTITION

SEPARATIONS WITHOUT INTERRUPTION WHERE THEY INTERSECT NON-RATED PARTITIONS.

6 WHERE COLUMNS, MECHANICAL CHASES, PIPING, AND OTHER ELEMENTS ARE LOCATED WITHIN A FIRE-RATED PARTITION, CONTINUE THE GYPSUM BOARD AROUND BOTH SIDES OF THE OBSTRUCTION TO MAINTAIN THE RATED ASSEMBLY. FOR DUCT, PIPE, CONDUIT, AND OTHER PENETRATIONS PASSING THROUGH A FIRE-RATED PARTITION, PROVIDE TIGHT FITTING FIRE-RATED STOPPING ASSEMBLIES EQUAL TO

ASSEMBLY RATING.

7 WHERE SMOKE AND FIRE-RATED PARTITIONS TERMINATE AT EXTERIOR WALLS, FILL VOIDS WITH FIRE-RATED ASSEMBLIES, OR EXTEND TO RATED PARTITIONS TO THE OUTER FACE OF EXTERIOR WALL CONSTRUCTIONS. ENSURE THAT NO FLANKING PATHWAYS EXIST THAT

MIGHT PERMIT SMOKE OR FIRE TO FLOW FROM ONE SIDE OF THE PARTITION TO THE OTHER.

8 PROVIDE CONTINUOUS STANDARD BLOCKING AS DETAILED FOR WALL MOUNTED ELEMENTS AT TOP AND BOTTOM ATTACHMENT POINTS AND AT INTERMEDIATE ATTACHMENT POINTS AS REQUIRED BY THE ELEMENT, INCLUDING, BUT NOT LIMITED TO; ACCESSORIES, RAILINGS, FLOOR-MOUNTED CASEWORK, CURTAIN RODS, WALL PROTECTION, CORNER GUARDS, AND EQUIPMENT WEIGHING LESS THAN 50 POUNDS.

9 PROVIDE HEAVY DUTY BLOCKING AS DETAILED FOR SUPPORT OF HEAVY ELEMENTS, INCLUDING, BUT NOT LIMITED TO; WALL MOUNTED SHELVING AND CABINETRY, HAND RAILS, GRAB BARS, BABY-CHANGING TABLES, LAVATORIES, COUNTER TOPS, MOUNTS FOR TELEVISIONS AND COMPUTER MONITORS, DOOR STOPS, AND EQUIPMENT WEIGHING IN EXCESS OF 50 POUNDS.

10 WHERE ACOUSTICAL INSULATION IS INDICATED FOR PARTITIONS, SEAL TOP, BOTTOM AND SIDES OF EACH FACE AND EDGE OF GYPSUM

BOARD WITH ACOUSTICAL SEALANT WHERE THE BOARD CONTACTS OTHER MATERIALS.

11 BACK-TO-BACK ELECTRICAL BOXES ARE NOT PERMITTED UNLESS BOTH BOXES ARE WRAPPED WITH ADHESIVE WRAPPED INTUMESCENT PUTTY PADS. WHERE JUNCTION, OUTLET, AND SWITCH BOXES OCCUR ON OPPOSITE SIDES OF A PARTITION, EITHER PROVIDE PUTTY PADS FOR BOTH BOXES, OR OFFSET THE BOXES A MINIMUM OF ONE STUD SPACE AND PROVIDE ACOUSTICAL INSULATION BEHIND AND

BETWEEN THEM.

12 IN FIRE-RATED PARTITIONS WITH TOTAL “BLACK BOX” PENETRATIONS IN EXCESS OF 100 SQ. IN. IN 100 SQ. FT., ADDITIONALLY PROTECT BACK OF BOXES WITH RATED ASSEMBLIES APPROVED BY THE AUTHORITY HAVING JURISDICTION.

13 PROVIDE ACOUSTICAL SEALANT AROUND ALL PENETRATIONS THROUGH THE MEMBRANES OF ACOUSTICAL PARTITIONS. PROVIDE FIRE-RATED SEALANT IN LIEU OF ACOUSTICAL SEALANT WHERE REQUIRED TO MAINTAIN FIRE RATING OF ACOUSTIC PARTITIONS.

14 IN SHOWER STALLS AND WALLS BEHIND PLUMBING FIXTURES, PROVIDE TILE BACKER BOARD IN LIEU OF GYPSUM BOARD AT WALLS INDICATED TO RECEIVE CERAMIC TILE. BACKER BOARD TO MATCH GYPSUM BOARD IN TERMS OF THICKNESS AND FIRE-RATING CAPABILITY.

PROVIDE MOISTURE RESISTANT (MR) GYPSUM BOARD IN LIEU OF STANDARD GYPSUM BOARD AT THE FOLLOWING LOCATIONS:

DIRECTLY BEHIND PLUMBING FIXTURES WHERE FINISH IS NOT CERAMIC TILE, AND CEILINGS ABOVE SHOWER STALLS.

15 AT NON-FIRE RATED, NON-ACOUSTIC PARTITIONS THAT DO NOT EXTEND TO STRUCTURE ABOVE, CONTRACTOR HAS OPTION OF EXTENDING STUDS TO STRUCTURE ABOVE OR TERMINATING STUDS 4” ABOVE HIGHEST ADJACENT CEILING AND BRACING TOP TRACK AT

INTERVALS OF 4’-0” OC (MAX) TO STRUCTURE ABOVE.

16 WHERE STUDS EXTEND MORE THAN 3’-0” ABOVE THE GYPSUM BOARD, PROVIDE HORIZONTAL BRACING MIDWAY BETWEEN TOP OF

GYPSUM BOARD AND TOP OF STUDS.

17 AT FURRING PARTITIONS (GYPSUM BOARD ONE SIDE ONLY) PROVIDE HORIZONTAL STUD BRACING OR 18 GA ANGLE CLIPS SECURED TO

STRUCTURAL SUBSTRATE AT 4’-0” OC (MAX). SIMILAR REQUIREMENT AT COLUMN FURRING.

18 MAGNITUDE OF POTENTIAL STRUCTURAL LIVE LOAD DEFLECTION IMPACTING PARTITIONS FOR THIS PROJECT IS 1/2” IN COMPRESSION AND 0” IN EXTENSION, FOR A TOTAL MOVEMENT OF 1/2”. FOR RATED PARTITIONS, THE HEAD-OF-WALL FIRE RESISTIVE ASSEMBLY PROVIDED MUST BE RATED FOR THIS DEGREE OF MOVEMENT. PROVIDE A FIRE-RESISTIVE VARIATION FOR EACH CONDITION (BEAMS, DUCTS, CORNERS, ETC.) ENCOUNTERED AT THE RATED PARTITION HEADS. FOR NON RATED PARTITIONS, SECURE THE TOP TRACK IN A

MANNER THAT ACCOMMODATES DEFLECTION OF THE STRUCTURE ABOVE OR BELOW.

19 FOR DOORS, RELITES, DUCT, AND OTHER OPENINGS WITH ROUGH OPENING DIMENSIONS OF 4’-0” OR WIDER, PROVIDE HEAVY GAUGE KING

STUDS AND A “BOX BEAM” HEADER AS DETAILED IN STANDARD OPENING HEADER DETAILS.

TYPICAL PARTITION NOTESPARTITION TYPES CONSTRUCT PER LISTED UL DESIGN NO. OR EQUIVALENT UL DESIGN

EQUIPMENT MOUNTING LEGEND PARTITION PLAN LEGEND

DRAFTING SYMBOLS

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

LACEY FIRE PROTECTION

ENGINEERING, LLC

P.O. BOX 723

GREENBRIER AR 72058

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

CONSTRUCTION DOCUMENTS

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1:

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PM

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\R ev it Lo ca l\5

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STANDARD ABBREVIATIONS CONSTRUCTION

DOCUMENTS

BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

2020.12.04 TS CJ

598-19-126

GI003

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SMS SHEET METAL SCREW

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL

UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE

SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION

CLASSIFICATION

STIF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUB

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT

STL

STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SNTHETIC

SYS SYSTEM

T

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL,

TEMPERATURE CONTROL PANEL,

OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TLT TOILET

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ______

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TYP TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

U.O.N. UNLESS OTHERWISE NOTED

V

VC VA FURNISHED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE OR

VITRIFIED CLAY TILE

VENT VENTILATION

VERT VERTICAL

VIF VERIFY IN FIELD

VV VA FURNISHED / VA INSTALLED

W

W/ WITH

WD WOOD

WP WALL PROTECTION

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R

R RADIUS OR RISER

RA RETURN AIR

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER

BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE, REINFORCED, OR

REINFORCING

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

S

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID

CORE

SCH SCHOOL

SCHED SCHEDULE, SCHEDULED

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE

DETECTOR, OR SOAP DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL

FLASH

SHEET METAL (FLASHING)

SHTHG SHEATHING

SIM SIMILAR

SJ SCORED JOINT

SJ SCORED JOINT

SJI STEEL JOIST SLIDING WINDOW

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O

O OXYGEN

O/H OVER HEAD

O/O OUT TO OUT

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE

DIMENSION

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSIE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE

RADIUS

ORD ORDNANCE OR OVERFLOW ROOF

DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OUT OUTLET

OZ OUNCE

P

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR

PORTLAND CEMENT

PCA PORTLAND CEMENT

ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTYLINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

OR PURCHASE ORDER POST

OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMAIC TUBE, OR

PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE OR QUART

QTB QUARRY TILE BASE

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING

CONCRETE

LYR LAYER

M

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTAIN, MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM O MEDIUM

MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMBO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MIN MINIMUM MINUTE OR MINUTE

MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR

OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOICE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING

CONTRACTORS ASSOCIATION

H

H HIGH

H PLAM HIGH PRESSURE PLASTIC

LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGAR

HM HOLLOW METAL OR

HECTOMETER

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND

FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR

HORSEPOWER

HQ HEADQUARTERS

HR HOUR

HRS HOURS

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I

I INTERSTATE (HIGHWAY) OR

MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATED, INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE

ASSEMBLY

IWH INSTANANEOUS WATER HEATER

J

J-BOX JUNCTION BOX

JAN JANITOR

K

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LATENT

HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FH FLAT HEAD OR FLAT HEAD

SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCEN FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF CURB

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR

FIREPROOF OR FLAT PANEL

DOOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT,

OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER

OR FIBERGLASS REINFORCED

PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUT

FWC FABRIC WALL COVERING

G

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON, GALLONS

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED

GFRG GLASS-FIBER-REINFORCED

GFRP GLASS-FIBER-REINFORCED

PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CTLINDER LOCK

D

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR

DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM,

OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC, ELECTRICAL

ELEC DR

OP

ELECTRIC DOOR OPENER

ELEV ELEVATOR

ELEVS ELEVATIONS

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPDM ETHYLENE PROPYLENE DIENE

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

EXT GR EXTERIOR GRADE

F

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C

C CELSIUS CHANNEL OR CHANNEL

CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

C/C CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

C/VA CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CAB CABINET

CAC CEILING ATENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT, CEMENTITIOUS

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR

CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL

FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULATING, CIRCULAR

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LIINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

cm2 SQUARE CENTIMETER cm3 CUBIC CENTIMETER

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE,

CERTIFICATE OF OCCUPANCY,

CLEAN OUT, OR COMPANY

co2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINAION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

A

A LABEL CLASS A DOOR

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR

ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ACT

ADB AUTOMATIC DOOR BOTTOM

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION,

ASSOCIATED GENERAL

CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE, ALTERNATIVE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLAYWOOD

ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE, APPROXIMATELY

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT, ARCHITECTURAL

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO-VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL

WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'S

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

LACEY FIRE PROTECTION

ENGINEERING, LLC

P.O. BOX 723

GREENBRIER AR 72058

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

DN

DN

EL-97.50 EL-97.35

EL-97.11

EL-95.78

EL-95.41EL-95.56EL-95.86

Sta 0+10Sta 0+15Sta 0+20Sta 0+25

EL-96.04EL-96.21EL-96.43

Proposed 7'x8' Porch Concrete

EL-100.50'

LETC Building 193

Existing Street

Sewer Manhole Comm Pedistal

Comm Vault

Building 16

Metal Vault

Existing 5 Ft. Sidewalk

AC Pad

Notes:

1. Building 16 Provided by JDa

2. Contours provided by CAVHS, MNLRTOPO.Dwg, 2/11/92

3. Site Visit by Hodges Engineering 10/15/19

4. Drawing Rotated to match Architectural Dwgs provided by JDa

5. Locations are approximate should be field verified

6. Contact Arkansas One Call, Coordinate with CAVHS COR, and utilized 3rd Party vendor / subcontractor to locate and mark utilities prior to any construction

7. Existing Concrete Stairs and Concrete Porch at the Front Entrance to Building 16 to be demolished, removed & properly disposed

8. Existing Sign & Concrete Pad to be removed, install new concrete pad of same dimensions, new sign to be provided by CAVHS COR, install new sign

DN (1:12 Slope)

Proposed 5' x 5' Landing Concrete

EL-96.53'+/-

EL-94.76

Proposed 5'x5' Landing Concrete

EL-95.28'+/-

DN (1:12 Slope)

DN (1:12 Slope) Ramp

Existing 5 Ft. Sidewalk

Existing 6 Ft. Greenspace

FFE

EL-100.50'

Note: Ramps cannot be attached to Historic Building

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails Proposed 5'x5' Landing Concrete

EL-100.50'

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

6.33' +/-

Proposed 5' x 5' Landing Concrete

EL-99.25'+/-

Proposed 5' x 10' Landing Concrete

EL-97.89'+/-

6" Stem Wall

6" S te m

W al l

1.5' 6" Stem Wall

Slope Slope

15.0'5.0'

5.0'

5.0'

16.4'5.0' 5.0'

10.0'

DN (1:12 Slope)

DN (1:12 Slope)

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

40.9'

46.4'

Proposed 5'x5' Landing Concrete

EL-94.76'+/-

Slope Concrete to Match Grade

Slope Concrete to Match Grade

1.5'

6" Stem Wall6" Stem Wall

End 6" Stem Wall begin Handicap Ramp on Grade

HANDICAP RAMP PLAN VIEW

5.0'

5.0'

SCALE: 1" = 50'

0 2' 4' 8'

Slope to Drain Slope to Drain

Refer to Architecture Sheets

Note: Existing Concrete Stairs to be Removed

Note: Existing Sign & Concrete Pad to be removed, install new concrete pad of the same dimensions, new sign to be provided by CAVHS COR, install new sign

Note: Existing Tree & Shrubs in this Area to be Removed

HANDICAP RAMP SITE PLAN BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

598-19-126

CI100

F2 1" = 50'

HANDICAP RAMP SITE PLAN

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

CONSTRUCTION DOCUMENTS

CONSTRUCTION

DOCUMENTS

BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

2020.12.04 JCH KEH

598-19-126

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

LACEY FIRE PROTECTION

ENGINEERING, LLC

P.O. BOX 723

GREENBRIER AR 72058

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 02/11/92

Proposed 7'x8' Porch Concrete

EL-100.50'

Existing Street

Building 16

DN (1:12 Slope)

Proposed 5' x 5' Landing Concrete

EL-96.53'+/-

Proposed 5'x5' Landing Concrete

EL-95.28'+/-

DN (1:12 Slope)

Existing 5 Ft. Sidewalk

Existing 6 Ft. Greenspace

FFE

EL-100.50'

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5'x5' Landing Concrete

EL-100.50'

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5' x 5' Landing Concrete

EL-99.25'+/-

Proposed 5' x 10' Landing Concrete

EL-97.89'+/-

1.5'

Slope Slope

15.0'5.0' 16.4'5.0'

10.0'

DN (1:12 Slope)

DN (1:12 Slope)

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5'x5' Landing Concrete

EL-94.76'+/-

Slope New Concrete to Match Grade

Slope New Concrete to Match Grade

1.5'

DN

(1:12 Slope) Ramp

1.0'

1.0'

4'-7 12 "+/-

Proposed ADA Curb Ramp

Sa w

C ut

E xi st in g C on cr et e

Sa w

C ut

E xi st in g C on cr et e

Proposed 7'x8' Porch Concrete

EL-100.50'

Proposed 5'x5' Landing Concrete EL-100.50'Approximate Ground Elevation

Proposed 5' x 5' Landing Concrete

EL-99.25'+/-

Proposed 5' x 10' Landing Concrete

EL-97.89'+/-

15.0' 5.0'16.4'5.0' 5.0' 8.0'

DN (1:12 Slope)

DN (1:12 Slope)

Approximate Ground Elevation Proposed 5' x 10' Landing Concrete

EL-97.89'+/-

15.0' 5.0'16.4'5.0' 5.0'

Proposed 5' x 5' Landing Concrete

EL-96.53'+/-

Proposed 5'x5' Landing Concrete

EL-95.28'+/-

Proposed 5'x5' Landing Concrete

EL-95.28'+/-

Proposed Steps

ADA Compliant Handrail Continuous & Parallel to Ramp

ADA Compliant Handrail Continuous & Parallel to Ramp

ADA Compliant Handrail Continuous & Parallel to Ramp

ADA Compliant Handrail Continuous & Parallel to Ramp

ADA Compliant Handrail Continuous & Parallel to Ramp

ADA Compliant Handrail Continuous & Parallel to Ramp

5.0'

Proposed 5'x5' Landing Concrete

EL-95.28'+/-

5.0'

Proposed 5'x5' Landing Concrete

EL-95.28'+/-

6.33' +/-

Sidewalk

1.0'

1.0'

ADA Compliant Handrail Continuous & Parallel to Ramp

HANDICAP RAMP WITH GREEN SPACE DETAIL

NTS

PLAN VIEW

SECTION A-A

EXISTING STREET

CLASS 7 BASEUNYIELDING SUBGRADE OR

APPROVED COMPACTED

MATERIAL

SIDEWALK RAMP

2' TRUNCATED

DOME

4" MIN.

CONCRETE

TYP. SLOPE

(8.33% MAX.)

BACK OF CURB @ 2%

TO RIGHT-OF-WAY

1/2" EXPANSION MATERIAL

WITH TOP HALF INCH

FILLED WITH SILICONE

JOINT SEALER

2% ABOVE

BACK OF CURB

DN (1:12 Slope)

DN (1:12 Slope) DN (1:12 Slope)

Greenspace 6.0'

Street

HANDICAP RAMP WITH ADA COMPLIANT HANDRAILS

PLAN VIEW

NTS

5.0'

HANDICAP RAMP WITH ADA COMPLIANT HANDRAILS

PROFILE VIEW UPPER RAMP AND PORCH

NTS

HANDICAP RAMP WITH ADA COMPLIANT HANDRAILS

PROFILE VIEW MIDDLE RAMP

NTS

HANDICAP RAMP WITH ADA COMPLIANT HANDRAILS

PROFILE VIEW LOWER RAMP & SIDEWALK

NTS

36" Top Rail 26" Mid Rail

Top 2" Concrete Toe Rail

Top Ramp Top 2" Toe Rail Top Ramp

Top 2" Toe Rail Top 2" Toe Rail

Top 2" Toe Rail

Top Ramp Top Ramp

36" Top Rail 26" Mid Rail

Top 2" Concrete Toe Rail Top Ramp

Top 2" Toe Rail

Top Ramp

Top 2" Toe Rail

36" Top Rail 26" Mid Rail

Top 2" Concrete Toe Rail Top Ramp

Top 2" Toe Rail

End 2" Toe Rail

End 2" Toe Rail

1.0'

1.0'

4'-7 12 "+/-

4'-7 12 "+/-

4'-7 12 "+/- 4'-7 12 "+/-

4'-7 12 "+/-

HANDICAP RAMP DETAILS BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

598-19-126

CJ101

F2 NTS

HANDICAP RAMP DETAILS

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

CONSTRUCTION DOCUMENTS

CONSTRUCTION

DOCUMENTS

BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

2020.12.04 JCH KEH

598-19-126

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

LACEY FIRE PROTECTION

ENGINEERING, LLC

P.O. BOX 723

GREENBRIER AR 72058

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

AutoCAD SHX Text 2'

AutoCAD SHX Text

2.0% MAX.

AutoCAD SHX Text

DETECTABLE WARNINGS (TRUNCATED DOMES)

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

2.0% MAX.

AutoCAD SHX Text

2.0% MAX.

AutoCAD SHX Text

2.0% MAX.

AutoCAD SHX Text SIDEWALK 5 Ft. (TYP.)

AutoCAD SHX Text

TAPER CURB FROM

AutoCAD SHX Text

6" TO 0" (EACH SIDE)

AutoCAD SHX Text

GREENSPACE

AutoCAD SHX Text

8.33% MAX.

AutoCAD SHX Text

8.33% MAX.

AutoCAD SHX Text

8.33% MAX.

AutoCAD SHX Text

2.0% MAX.

AutoCAD SHX Text

MATCH WIDTH OF ADJACENT SIDEWALK 5 FT. (TYP.)

AutoCAD SHX Text

2.0%%% MAX.

AutoCAD SHX Text SIDEWALK 5 Ft. (TYP.)

AutoCAD SHX Text 6 Ft. (Typ.)

AutoCAD SHX Text 9"

AutoCAD SHX Text 12"

AutoCAD SHX Text 11"

AutoCAD SHX Text NOTES: 1. FULL DEPTH EXPANSION JOINTS (FOUR INCHES) SHALL BE PROVIDED AT THE EDGE OF THE SIDEWALK AND RAMP. FULL DEPTH EXPANSION JOINTS (FOUR INCHES) SHALL BE PROVIDED AT THE EDGE OF THE SIDEWALK AND RAMP. 2. CONCRETE TO BE SAWCUT OR PLACE A TOOL JOINT AT THE CENTER OF DRIVE AND SEALED. IF POSSIBLE CONTRACTOR SHALL TRY TO ALIGN THE JOINT CONCRETE TO BE SAWCUT OR PLACE A TOOL JOINT AT THE CENTER OF DRIVE AND SEALED. IF POSSIBLE CONTRACTOR SHALL TRY TO ALIGN THE JOINT AT THE CENTER OF THE DRIVE WITH THE A JOINT IN THE ADJACENT SIDEWALK. 3. ALL CONCRETE DRIVEWAYS AND SIDEWALKS SHALL BE CONSTRUCTED OF A PORTLAND CEMENT CONCRETE MIXTURE WHICH WILL PRODUCE A CONCRETE OF ALL CONCRETE DRIVEWAYS AND SIDEWALKS SHALL BE CONSTRUCTED OF A PORTLAND CEMENT CONCRETE MIXTURE WHICH WILL PRODUCE A CONCRETE OF A COMPRESSIVE STRENGTH OF 3500 P.S.I. AFTER 28 DAYS SET UNDER STANDARD LABORATORY METHODS. 4. ALL SIDEWALKS REQUIRE A CONCRETE CURING COMPOUND, SUCH AS SEALTIGHT 1600-WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED EQUAL ALL SIDEWALKS REQUIRE A CONCRETE CURING COMPOUND, SUCH AS SEALTIGHT 1600-WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED EQUAL 5. ALL SIDEWALKS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH A BROOM FINISH. ALL SIDEWALKS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH A BROOM FINISH. 6. ALL SIDEWALKS AND CURB CUTS FOR HANDICAP RAMPS REQUIRE AN INSPECTION PRIOR TO CONCRETE PLACEMENT.ALL SIDEWALKS AND CURB CUTS FOR HANDICAP RAMPS REQUIRE AN INSPECTION PRIOR TO CONCRETE PLACEMENT.

AutoCAD SHX Text

1.0%%% TYP.

AutoCAD SHX Text

1.0% TYP.

AutoCAD SHX Text

1.0% TYP.

AutoCAD SHX Text

1.0% TYP.

AutoCAD SHX Text

2.0% MAX.

AutoCAD SHX Text

1.0% TYP.

AutoCAD SHX Text

1.0% TYP.

AutoCAD SHX Text 10:1

AutoCAD SHX Text

MAX.

AutoCAD SHX Text 10:1

MAX.

Concrete

EL-100.50'

Existing Street

Building 16

DN (1:12 Slope)

Proposed 5' x 5' Landing Concrete

EL-96.53'+/-

Proposed 5'x5' Landing Concrete

EL-95.28'+/-

DN (1:12 Slope)

Existing 5 Ft. Sidewalk

Existing 6 Ft. Greenspace

FFE

EL-100.50'

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails Proposed 5'x5' Landing Concrete

EL-100.50'

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5' x 5' Landing Concrete

EL-99.25'+/-

Proposed 5' x 10' Landing Concrete

EL-97.89'+/-

1.5'

Slope Slope

10.0'

DN (1:12 Slope)

DN (1:12 Slope)

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5 Ft. Wide Concrete Handicap Ramp w/ Handrails

Proposed 5'x5' Landing Concrete

EL-94.76'+/-

Slope New Concrete to Match Grade

Slope New Concrete to Match Grade

1.5'

DN

(1:12 Slope) Ramp

1.0'

Proposed ADA Curb Ramp

Sa w

C ut

E xi st in g C on cr et e

Sa w

C ut

E xi st in g C on cr et e

Proposed 7'x8' Porch Concrete

EL-100.50'

Proposed 5'x5' Landing Concrete

EL-100.50'

Approximate Ground Elevation

Proposed 5' x 5' Landing Concrete

EL-99.25'+/-

Proposed 5' x 10' Landing Concrete

EL-97.89'+/-

15.0' 5.0'16.4'5.0' 5.0' 8.0'

DN (1:12 Slope)

DN (1:12 Slope)

Approximate Ground Elevation

Proposed 5' x 10' Landing Concrete

EL-97.89'+/-

15.0' 5.0'16.4'5.0' 5.0'

Proposed 5' x 5' Landing Concrete

EL-96.53'+/-

Proposed 5'x5' Landing Concrete EL-95.28'+/- Proposed Stairs

15.0'5.0' 16.4'5.0' 5.0'

End 6" Stem Wall begin Handicap Ramp on Grade

End 6" Stem Wall begin Handicap Ramp on Grade

1.0' Wide Footing

1.0' Wide Footing

1.0' Wide Footing

1.0' Wide Footing

1.0' Wide Footing

Handicap Ramp on Grade

Handicap Ramp on Grade

1.0' Wide Footing

0.5' x 1.0' Wide Stem Wall Footing

0.5' x 1.0' Wide Stem Wall Footing

Proposed 6" Stem Wall

6" Stem Wall

6" S te m

W al l

6" Stem Wall

Set Bottom of Footing 24" Min.

Below Grade

6" Stem Wall

Varies

10.0'

Set Bottom of Footing 24" Min.

Below Grade

Proposed 5 Ft. Wide Concrete Handicap Ramp

Footing

6" Stem Wall

6" Stem Wall

Varies

Proposed 5 Ft. Wide Concrete Handicap Ramp

ADA Compliant Handrails Continuous & Parallel to Ramp

ADA Compliant Handrails Continuous & Parallel to Ramp

Dowell Stem Walls into Proposed Porch, #4 Rebar at 16" O.C.

Reinforce Stem Walls #4 Rebar at 12" O.C.

HANDICAP RAMP / SIDEWALK DETAIL

NTS

HANDICAP RAMP FOOTING PLAN

PLAN VIEW

NTS

HANDICAP RAMP FOOTING & STEM WALL PLAN

PROFILE VIEW UPPER RAMP AND PORCH

NTS

HANDICAP RAMP FOOTING, STEM WALL & RAMP ON GRADE PLAN

PROFILE VIEW MIDDLE RAMP

NTS

HANDICAP RAMP FOOTING & STEM WALL PLAN

TYPICAL CROSS SECTION

NTS

6" Stem Wall

1.0' 1.0' 1.0' 0.5'

#4 Rebar at 16" O.C.

Each Way

#4 Rebar at 4" O.C.

2" Clear all Footings

Reinforce Stem Walls #4 Rebar at 12" O.C.

DN (1:12 Slope)

DN (1:12 Slope)

0.5' 0.5'

2" Concrete Toe Rail (Concrete Width 3")

4'-7 12 "+/-

2" Concrete Toe Rail (Concrete Width 3")

4'-7 12 "+/-

HANDICAP RAMP DETAILS BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

598-19-126

CJ102

F2 NTS

HANDICAP RAMP DETAILS

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

CONSTRUCTION DOCUMENTS

CONSTRUCTION

DOCUMENTS

BUILDING 16 RENOVATIONS

DESIGN

EJT VAMC NORTH LITTLE ROCK

2020.12.04 JCH KEH

598-19-126

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PROTECTION

LACEY FIRE PROTECTION

ENGINEERING, LLC

P.O. BOX 723

GREENBRIER AR 72058

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 260

LITTLE ROCK, AR 72202

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%UELEVATION

AutoCAD SHX Text SIDEWALK CONSTRUCTION NOTES: 1. SIDEWALK SHALL HAVE TOOLED OR SAW-CUT SIDEWALK SHALL HAVE TOOLED OR SAW-CUT TRANSVERSE JOINTS AT INTERVALS EQUAL TO THE WIDTH OF SIDEWALK (5' TYP.). THESE WEAKENED PLANE (CONTRACTION) JOINTS SHALL BE CONSTRUCTED TO 1/4 DEPTH OF THE SIDEWALK THICKNESS AND SHALL BE 1/8" TO 3/8" WIDE. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 p.s.i. 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 1/2 BAGS per Cu. Yd. WITH 5 1/2% ± 1 1/2% AIR ENTRAINMENT. 4. EXPANSION JOINT MATERIAL SHALL BE PREFORMED EXPANSION JOINT MATERIAL SHALL BE PREFORMED ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO AASHTO M-213. EXPANSION JOINT MATERIAL SHALL BE LEFT 1/2" LOWER THAN GRADE OR TRIMMED 1/2" LOWER, AND FILLED WITH SILICONE SEALER TO FINISHED GRADE. 5. ALL COLD JOINTS AND SAW-CUT JOINTS SHALL BE ALL COLD JOINTS AND SAW-CUT JOINTS SHALL BE FILLED TO FINISHED GRADE WITH JOINT SEALANT. 6. CONCRETE CURING COMPOUND SHALL BE SEALTIGHT CONCRETE CURING COMPOUND SHALL BE SEALTIGHT 1600-WHITE MANUFACTURED BY W.R. MEADOWS, OR AN APPROVED EQUAL. 7. CONCRETE JOINT SEALANT SHALL BE SONNEBORN CONCRETE JOINT SEALANT SHALL BE SONNEBORN "SONOLASTIC SLI" OR AND APPROVED EQUAL. CLOSED CELL BACKER ROD SHALL BE USED IN DEEP JOINTS, AS NEEDED, ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. 9. ALL SIDEWALKS SHALL HAVE ONE-HALF INCH ROLLED EDGES AND A BROOMED FINISH.

AutoCAD SHX Text

3/8" BACKER ROD

AutoCAD SHX Text

"T"=1/4 SLAB THICKNESS + 1/2"

AutoCAD SHX Text

%%UJOINT SEALANT DETAIL

AutoCAD SHX Text

4" PORTLAND CEMENT CONCRETE

AutoCAD SHX Text

5' TYP. SIDEWALK

AutoCAD SHX Text

5' TYP. SIDEWALK

AutoCAD SHX Text 1/2" EXPANSION MATERIAL- ASPHALT IMPREGNATED FIBERBOARD (AASHTO M213)- WITH TOP HALF INCH FILLED WITH SILICONE JOINT SEALER; SHALL BE USED AT COLD JOINTS AND STRUCTURES.

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

%%UDETAIL A-A

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

1% TYP. 2% MAX.

AutoCAD SHX Text ONE-QUARTER DEPTH (I INCH) WEAKENED PLANE JOINTS OR SAW-CUT JOINTS SHALL BE PLACED IN SIDEWALK AT INTERVALS EQUAL TO THE WIDTH OF SIDEWALK (5' TYP.).

AutoCAD SHX Text 2"

AutoCAD SHX Text

5' TYP.

AutoCAD SHX Text

4" COMPACTED BASE (CLASS 7) COMPACTED TO 95% S.P.D.

AutoCAD SHX Text

4" CONCRETE SIDEWALK

AutoCAD SHX Text

UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIALTO 95% S.P.D.

AutoCAD SHX Text

UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIALTO 95% S.P.D.

AutoCAD SHX Text

4" COMPACTED BASE (CLASS 7) COMPACTED TO 95% S.P.D.

AutoCAD SHX Text

UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIALTO 95% S.P.D.

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIALTO 95% S.P.D.

AutoCAD SHX Text

UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIALTO 95% S.P.D.

AutoCAD SHX Text

UNYIELDING SUBGRADE OR APPROVED COMPACTED MATERIALTO 95% S.P.D.

AutoCAD SHX Text

4" COMPACTED BASE (CLASS 7) COMPACTED TO 95% S.P.D.

AutoCAD SHX Text 6"x6"-10 Ga. Steel Mesh

AutoCAD SHX Text 6"x6"-10 Ga. Steel Mesh

AutoCAD SHX Text 4" Concrete w/ 6"x6"-10 Ga. Steel Mesh

AutoCAD SHX Text 4" Concrete w/ 6"x6"-10 Ga. Steel Mesh

AutoCAD SHX Text 4" Concrete w/ 6"x6"-10 Ga. Steel Mesh

AutoCAD SHX Text

COMPACTED BASE (CLASS 7) COMPACTED TO 95% S.P.D.

COMPACTED BASE (CLASS 7) COMPACTED TO 95% S.P.D.

Concrete

EL-100.50'

Existing Street

Building 16

Existing 5 Ft. Sidewalk

Existing 6 Ft. Greenspace

FFE

EL-100.50'

1.5'

Slope SlopeSlope New Concrete to Match Grade

Slope New Concrete to Match Grade

1.5'

1.0'

Proposed ADA Curb Ramp

Sa w

C ut

E xi st in g C on cr et e

Sa w

C ut

E xi st in g C on cr et e

End 6" Stem Wall begin Handicap Ramp on Grade

1.0' Wide Footing

1.0' Wide Footing

Handicap Ramp on Grade

1.0' Wide Footing6" Stem Wall

FIRE PROTECTION WATER LINES TRENCH DETAILS

NTS

FIRE PROTECTION WATER LINES

PLAN VIEW

NTS

PIV

Proposed Handrail

Approx. Location of Existing 4" Waterline - Field Verify

Proposed 4"x4"x4" Tapping Sleeve w/ Shut Off Valve & Concrete Thrust Block

See FS101 - All Pipes to be Buried and Run Under Footing as Front of Building Cannot Be Touched.

Flow Fill After Excavation.

See FS101 - Post Indicator Valve.

Maintain 3' Access for Operation

See FS101 - Proposed 4" C-900 or DI Water Supply Line

Concrete Thrust Block

Shut Off Valve

Existing 6 Ft. Greenspace

TAPPING SLEEVE DETAIL

NTS

THRUST BLOCKING DETAIL

NTS

90° *

90° BEND *

11 1/4°22 1/2°45° 90° * 45° 22 1/2° 11 1/4°

Concrete Thrust Block Concrete Thrust Block

See FS101 - FDC: Run 4" C-900 or Wrapped Ductile Iron (DI) Undergroound Line Stubbed up to Free-Standing 1-way 2.5" FDC with No Clapper. Provide Ball Drip in Gravel at Base of FDC. Check Valve to be in Heated Riser Room. Provide a Bypass Line with Valve around FDC Check Valve in Riser Room to Facilitate Flow of Backflow through FDC Line.

Concrete Thrust Block

0 2' 4' 8'

See FS101 - All Pipes to be Buried and Run Under Footing as Front of Building Cannot Be Touched.

Flow Fill After Excavation.

Landing

Landing

Landing

Landing

CIVIL ENGINEER

HODGES ENGINEERING

231 SHORELINE DRIVE

MOUNTAIN HOME, AR 72653

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

1. Update…