S02_Attachment - 876CM3025 Salisbury NC Annex II BID SET DRAWINGS-Bk07.pdf

ARCHITECTURAL COVER SHEET

A-100

GENERAL NOTES

A. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN UNLESS SPECIFICALLY INDICATED OTHERWISE.

B. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES, AND CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS.

C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE CONTRACTING OFFICER'S REPRESENTATIVE ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

D. CEMETERY OPERATIONS SHALL TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR TO AVOID CONFLICTS WITH OPERATIONS, SERVICES AND EVENTS. CONTRACTOR SHALL CEASE NOISY WORK AND DELIVERIES IN THE VICINITY OF THE COMMITTAL SHELTERS DURING COMMITTAL SERVICES WHENEVER THEY OCCUR.

E. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH CONTRACTING OFFICER'S REPRESENTATIVE'S REQUIREMENTS.

F. IF APPLICABLE, MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR. REFER TO 01 81 13 SUSTAINABLE

CONSTRUCTION IN SPECIFICATIONS FOR TRACKING WHAT GOES TO LANDFILLS.

G. IF APPLICABLE, STRUCTURES, WALLS, PLAQUES, SIGNS, HISTORIC ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO

ORIGINAL CONDITION.PROTECT ALL EXISTING TREES.

H. IF APPLICABLE, PROTECT EXISTING GRAVE SITES AND MONUMENTS.

I. MAINTAIN PUBLIC ACCESS TO GRAVE SITES AT ALL TIMES DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR CONSTRUCTION. PROVIDE TEMPORARY BARRICADES, FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

J. CONSTRUCTION NOTES AND TYPICAL NOTES MAY APPEAR ONLY ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT OF THE DRAWINGS.

CATALOGCAT

HDW

HEATER

HOT WATER RETURN

HARDWOOD

HOT WATER

HEATING, VENTILATING, AIR CONDITIONING

HEATING

HEIGHT

HOUR

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWOOD

HARDWARE

HEADER

HOLLOW CORE

HOSE BIBB

GYPSUM

GYPSUM WALL BOARD

GLASS/GLAZING

GALVANIZED

GAS

HWR

HWD

HW

HVAC

HTR

HTG

HT

HR

HP

HOR

HM

HDWD

HDR

HC

HB

GYP

GWB

GL

GALV

G

FOOTING

FIRE RETARDANT TREAT(ED, MENT)

FREEZE PROOF WALL HYDRANT

FACE OF CONCRETE

FLUORESCENT

FLOOR

FINISH(ED)

FIRE HYDRANT

FINISHED FLOOR

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN, FIRE DAMPER

FOILBACKED

FRESH AIR INTAKE

EXTERIOR

EXPANSION

EXISTING

EXHAUST

ELECTRIC WATER COOLER

EACH WAY

EQUIPMENT

EQUAL

ELECTRICAL PANEL BOARD

ENCLOS(E, SURE)

EMERGENCY

ELECTRICAL

ELEVATION

EXPANSION JOINT

EXTERIOR INSULATION & FINISH SYSTEM

ELECTRIC HAND DRYER

EXHAUST FAN

EACH

DRAWING

DOOR

DOMESTIC

DOWN

DEAD LOAD

DISPENSER

DIMENSION

DIAGONAL

DIAMETER

DUCTILE IRON, DROP INLET

DRINKING FOUNTAIN

DETAIL

DEPARTMENT

DEMOLISH

DOUBLE

DRAIN

FTG

FRT

FPWH

FOC

FLUOR

FL, FLR

FIN

FH

FF

FEC

FE

FDN

FD

FB

FAI

EXT

EXP

EXIST

EXH

EWC

EW

EQPT

EQ

EP

ENCL

EMER

ELEC

EL

EJ

EIFS

EHD

EF

EA

DWG

DR

DOM

DN

DL

DISP

DIM

DIAG

DIA

DI

DF

DET

DEPT

DEMO

DBL

D

ACOUSTICAL

CHILLED WATER RETURN

COLD WATER

CERAMIC TILE

COURSE

CARPET

CORRIDOR

COORDINATE

CONTRACTOR

CONTINU(OUS, ATION)

CONSTRUCTION

CONNECTION

CONDENS(ATE, ER, ING, ATION)

CONCRETE

COLUMN

CLEAN OUT

CONCRETE MASONRY UNIT

CLEAR(ANCE)

CLOSET

CONTRACT LIMIT LINE

CEILING

CONTROL JOINT

CAST IRON

CATCH BASIN

CABINET

CONDUIT

BASEMENT

BRACKET

BEARING

BOTTOM

BEAM

BLOCKING

BUILDING

BETWEEN

BOARD

BOTTOM OF CURB

BALCONY

ASPHALT

ARCHITECT(URE,URAL)

APPROVED

ALUMINUM

AIR HANDLING UNIT

ACCESS FLOOR(ING)

ABOVE FINISHED FLOOR

ADJACENT

AREA DRAIN, ACCESS DOOR

ACOUSTICAL CEILING TILE

ACCESSIBLE

CWR

CW

CT

CRS

CPT

CORR

COORD

CONTR

CONT

CONST

CONN

COND

CONC

COL

CO

CMU

CLR

CLOS

CLL

CLG

CJ

CI

CB

CAB

C

BSMT

BRKT

BRG

BOT

BM

BLKG

BLDG

BET

BD

B/C

BALC

ASPH

ARCH

APPD

ALUM

AHU

AFL

AFF

ADJ

AD

ACT

ACOUS

ACCES

TOP OF FRAMET/F

NUMBERNO

THAT ISI.E.

STRUCTURAL DRAWINGS

STRUCTURAL DRAWINGS)

WELDED WIRE FABRIC

WEIGHT

WAINSCOT

WATERPROOF / WORKING POINT

WOOD

WATER CLOSET

THE CONTEXT OF STRUCT. DRAWINGS

STRUCTURAL SHAPE WIDE FLANGE IN

WITHOUT

WITH

WIDE, WIDTH, WATER

VINYL WALL COVERING

VENT THROUGH ROOF

VAPOR TIGHT

VINYL

VERIFY IN FIELD

VESTIBULE

VERTICAL

VINYL COMPOSITION TILE

VINYL BASE

UTILITY

UNINTERRUPTABLE POWER SUPPLY

UNLESS NOTED OTHERWISE

UNFINISHED

UNDERWRITERS LABORATORIES

UNIT HEATER

UNDERGROUND

UNDERCUT

TYPICAL

TOP OF STEEL

CONTEXT OF STRUCTURAL DRAWINGS

STRUCTURAL TUBULAR STEEL IN THE

TOP OF WALL

TOP OF SLAB

TOILET

THRESHOLD

THICK(NESS)

THREAD(ED)

TEMPERATURE

TELEPHONE

TOP OF CURB

TOWEL DISPENSER

TOP & BOTTOM

TOP OF

TREAD

SUSPENDED

STRUCTURAL

STORAGE

STEEL

STANDARD

STAINLESS STEEL, SANITARY SEWER

SQUARE

SPECIFICATIONS

SUMP PUMP

(CONCRETE) SLAB ON GRADE

SIMILAR

SHEET

SAFETY GLASS

SOAP DISH

SCHEDULE(D)

SOLID CORE

ROOF TOP UNIT

ROUGH OPENING

ROUND

ROOM

RELOCATED EXISTING

RESILIENT

REQUIRED

REINFORCE(ED, MENT)

REFLECTED

REFRIGERAT(OR, ANT, ATION)

ROOF DRAIN

REINFORCED CONCRETE PIPE

RADIUS

RISER, RADIUS

QUANTITY

QUARRY TILE

WWF

WT

WSCT

WP

WD

WC

W W/O W/ W

VWC

VTR

VT

VIN

VIF

VEST

VERT

VCT

VB

UTIL

UPS

UNO

UNFIN

UL

UH

UG

UC

TYP

T/S, TOS

TS

TOW

TOS

TOIL

THR

THK

THD

TEMP

TEL

T/C

TD

T&B T/ T

SUSP

STRUCT

STOR

STL

STD

SS

SQ

SPEC

SP

SOG

SIM

SHT

SG

SD

SCHE

SC

RTU

RO

RND

RM

RLE

RESIL

REQD

REINF

REFL

REFG

RD

RCP

RAD

R

QTY

QT

POLYVINYL CHLORIDE

PARTITION

PAINT(ED)

PRESSURE TREATED

PANEL

PLYWOOD

PLUMBING

PLASTIC LAMINATE

PLATE

PILASTER

PHASE

PRESSURE DROP

PRECAST CONCRETE

PULLBOX

POLE

OPPOSITE

OPENING

OVERHEAD

OUTSIDE DIAMETER

ON CENTER

OVERALL

NOT TO SCALE

NOMINAL

NOT IN CONTRACT

NORTH

METAL

MOUNTING

MOUNTED

MASONRY OPENING

MINIMUM

MICROWAVE OVEN

MANHOLE

MANUFACTURER

MEMBRANE

MECHANICAL

CHANNEL IN THE CONTEXT OF

STRUCTURAL SHAPE MISCELLANEOUS

MAXIMUM

PVC

PTN

PTD

PT

PNL

PLYWD

PLMB

PLAM

PL

PIL

PH

PD

PCC

PB

P

OPP

OPG

OH

OD

OC

OA

NTS

NOM

NIC

N

MTL

MTG

MTD

MO

MIN

MICROW

MH

MFR

MEMB

MECH

MC

MAX

THE CONTEXT OF HVAC DRAWINGS)

LOW POINT (LOW PRESSURE IN

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIVE LOAD

LEAD COATED COPPER

LAVATORY

LAMINATE(D)

ANGLE IN THE CONTEXT OF

LENGTH, LONG (STRUCTURAL SHAPE

JOINT

JANITOR'S CLOSET

JUNCTION BOX

INVERT

INTERIOR

INSULAT(E, D, ION)

INCANDESCENT

INSIDE DIAMETER

LP

LLV

LLH

LL

LCC

LAV

LAM

L

JT

JC

JB

INV

INT

INSUL

INCAN

ID

AIR CONDITIONINGA/C

AP ACCESS PANEL

BEYONDBYD

CENTERLINECL

DS DOWNSPOUT

FND FEMINE NAPKIN DISPOSAL

FIO FURNISHED AND INSTALLED BY OWNER

FOIC FURNISHED BY OWNER,INSTALLED BY GC

M METER

MR MOISTURE RESISTANT

SECTIONSECT

TOILET PAPER DISPENSERTPD

WR WASTE RECPTACLE

H/C HANDICAP

DEFS DIRECT APPLIED EXTER. FIINISH SYSTEM

mm MILLIMETER

MBM METAL BUILDING MANUFACTURER

ABBREVIATIONS

501 STATEVILLE BLVD, SALISBURY, NC 28144

PROPOSED BUILDINGS' LOCATION & NAME ABBREVIATION

SALISBURY NATIONAL CEMETERY

EXPANSION PROPOSED SITE PLAN

ANNEX SITE

(PR)

PUBLIC RESTROOMS

(CS)

COMMITTAL SHELTER

(MV)

MATERIALS & VEHICLE

STORAGE

VA FORM 08 - 6231

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321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

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9:

P M

A

B

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D

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M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

ANNEX II (EXPANSION)

ARCHITECTURAL SCOPE OF WORK

SEE CIVIL, LANDSCAPE & MEP DRAWINGS FOR OTHER SCOPE OF WORK

(CS) COMMITTAL SHELTER

20' x 20' SQUARE STRUCTURE (WITH 24' X 24' DIMENSION TO ROOF EDGES), OPEN ON ALL SIDES (NO STORAGE ROOM).

BUILDING TYPE IS PRE-FABRICATED STRUCTURE BY P.E.M.B. (GENERAL CONTRACTOR TO PROVIDE AND ERECT ALL NECESSARY P.E.M.B. COMPONENTS TO PROVIDE A COMPLETE BUILDING AS DESCRIBED IN THESE DRAWINGS.)

(PR) PUBLIC RESTROOM (BLDG #1501)

24' x 24' SINGLE CLOSET MEN & WOMEN RESTROOM BUILDING WITH MECHANICAL, ELECTRICAL, IT/ CCTV ROOMS AND

THE GRAVE LOCATOR.

(PS) MATERIAL & VEHICLE STORAGE (BLDG #3005)

32' x 96' - (6 BAYS x 16') P.E.M.B. METAL STRUCTURE FOR MATERIAL STORAGE AND VEHICLE STORAGE ENCLOSED ON 3 SIDES WITH 8' HIGH CONCRETE KNEE WALLS AND BOLLARDS. (GENERAL CONTRACTOR TO PROVIDE AND ERECT ALL NECESSARY P.E.M.B. COMPONENTS TO PROVIDE A COMPLETE BUILDING AS DESCRIBED IN THESE DRAWINGS.)

NO SCALE

NO SCALE

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

AutoCAD SHX Text N

7'-6" 7'-6" 7'-6"

'-0

8'- 0"

24'-0"

24'-0"

6'- 0"

'-0

6'- 0"

9"

A312

A312

A311

A311

8'- 6"

8'- 0"

8'- 6"

F.O. BRICK

F.

O.

B

RI

CK

F.

O.

B

RI

CK

9" 9"

9"

F.O. BRICK

9"

F.

O.

B

RI

CK

9" 9"

F.O. BRICK F.O. BRICK

F.O. BRICK

F.

O.

B

RI

CK

9" 9"

9"

A313

A313

CE

NT

ER

OF

S

TU

D

CE

NT

ER

OF

S

TU

D

CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

A312

CENTER

OF STUD

CENTER

OF STUD

A314

A314

2'-0"

7'-6" 7'-6" 7'-6"

7'-6" 7'-6" 7'-6"

'-0

8'- 0"

24'-0"

24'-0"

6'- 0"

'-0

6'- 0"

9"

A312

A312

A311

A311

8'- 6"

8'- 0"

8'- 6"

F.O. BRICK

F.

O.

B

RI

CK

F.

O.

B

RI

CK

9" 9"

9"

F.O. BRICK

9"

F.

O.

B

RI

CK

9" 9"

F.O. BRICK F.O. BRICK

F.O. BRICK

F.

O.

B

RI

CK

9" 9"

9"

A313

A313

CE

NT

ER

OF

S

TU

D

CE

NT

ER

OF

S

TU

D

CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

A312

CENTER

OF STUD

CENTER

OF STUD

A314

A314

2'-0"

2'- 0"

2'- 0"

FOOTING

FOUNDATION WALL BRICK

LEDGE

6" 6"

6"

6"

8"

TURNED

DOWN

SLAB

8"

8"

TURNED

DOWN

SLAB

F111

FACE OF BRICK ABOVE

FDFD

FD

FD

CONTROL JOINT

CONCRETE

SLAB

COORDINATE PORCH

SLAB SLOPE & SAW

JOINT PATTERN WITH

LANDSCAPE DRAWINGS

(1 OF 2) TRIPLE 2"X6"

WOOD STUD

COLUMN ON

FOUNDATION WALL

T.O. FOUNDATION WALL100'-0"

99'-4"

100'-0"

FOUNDATION WALL BRICK

LEDGE

CONCRETE SLAB

100'-0" HIGH EDGE OF SLAB

T.O. FOUNDATION WALL100'-0"

99'-4" FOUNDATION WALL LEDGE

6"

± 99'-11 1/2"

LOW EDGE

OF SLAB

6"

6"

FOUNDATION WALL NOTCHED

DOWN AT DOOR TO ALLOW

FLOOR SLAB TO CONTINUE TO

UNDER DOOR (TYP)

3'-10"

6"

3'-8"

5'-0"

8" 8"

5'-

0" TURNED DOWN SLAB

FOOTING

SL

AB

S

LO

PE

SL

AB

S

LO

PE

FOOTING

FOOTING

(4) 30" x30"

COLUMN

FOOTING

TURNED

DOWN

SLAB

(1 OF 2) TRIPLE 2"X6"

WOOD STUD

COLUMN ON

FOUNDATION WALL

CLEAN OUT, REFER

TO CIVIL PLANS

1'- 3"

1'-3" 1'-3"

1'- 3"

2'-6"

2'- 6"

8"

8"

9"

9"

11"

1'- 3"

1'-3" 1'-3"

1'- 3"

2'-6"

2'- 6"

8"

9"

9"

11"

4" BRICK VENEER

BEYOND

2'- 4"

8"

TURNED DOWN

SLAB

4" CONCRETE SLAB ON GRADE

W/ 6X6X10/10 WELDED WIRE

GRADE, SEE LANDSCAPE

PLANS

9"

F-111-PR

PUBLIC RESTROOMS - FOUNDATION &

SLAB PLAN

FOUNDATION PLAN

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

F-111

FOUNDATION PLAN DETAIL

SCALE: 1"=1'-0"

F-111

TURNED DOWN SLAB

PIER FOOTING

FOUNDATION PLAN DETAIL

SCALE: 1"=1'-0"

F111

CONCRETE PIER

TURNED DOWN SLAB

SECTION

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

F111

6"X6" WOOD COLUMN

PRESSURE TREATED

(PT) TIED W/ SIMPSON

CBS66 COLUMN BASE

CONNECTOR

6"X6" WOOD COLUMN

PRESSURE TREATED

(PT) TIED W/ SIMPSON

CBS66 COLUMN BASE

CONNECTOR

CONCRETE PIER

TURNED DOWN SLAB

FOUNDATION PLAN NOTES

1. THE CONTRACTOR SHALL GIVE NOTICE OF

PLACING FOUNDATION CONCRETE SO THAT AN

INSPECTION OF THE SUB-GRADE MIGHT BE MADE

BY A/E INSPECTOR.

2. THE BOTTOM OF ALL FOUNDATIONS SHALL BE

PROTECTED FROM MOISTURE DAMAGE IF THE

FOOTING CANNOT BE POURED IMMEDIATELY.

3. ELEVATIONS ON FOUNDATION PLAN AND DETAILS

ARE TO TOPS OF FOOTINGS, FOUNDATION

WALLS, PIERS, STEEL U.N.O.

4. THE MINIMUM CONCRETE COVER OVER MAIN

REINFORCING STEEL SHALL BE:

3" AT FOUNDATIONS, FOOTINGS AND WALLS.

5. SEE SECTIONS FOR TOP OF FOOTING AROUND

PERIMETER OF BUILDING BELOW FINISH GRADE.

6. CONCRETE STRENGTH (AT 28 DAYS):

ALL FOOTING CONCRETE SHALL MATCH SECTION

03 30 53 IN SPECIFICATIONS.

7. FOOTINGS & PADS:

SEE SECTIONS FOR DETAILS.

8. SEE FLOOR PLAN FOR SLAB JOINT PATTERN.

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

M & V STORAGE #3005

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

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AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text F111

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text F111

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

2'- 2"

2'-31 2"

R.O.

PORCH

GRAVE

LOCATOR

1'- 7"

3'- 9"

2'- 21 2"

1'- 7"

3'- 9"

2'- 21 2"

7'-6"

CO

NC

RE

TE

S

LA

B

MI

N

SL

OP

E

1/4

PE

R

FO

OT

24"X24"

AC

CONDENSER

UNIT

MAIN

PANEL

ELECTR.

SERVICE

3'-10"

AV

CCTV

IT

INTERNET

ELECTRICAL

& IT ROOM

HVAC

FRESH AIR

EXHAUST

MECHANICAL

UTILITY ROOM

WATER

HEATER

SERVICE

STORAGE

WOMEN RR

MEN RR

5'- 0"

5'-0"

2'-0" 5'-4" 9'-4" 5'-4" 2'-0"

8'- 6"

7'-6" 7'-6"

FDFD 7'-

61 2"

7'- 61 2"

FD

FD

7'-6" 7'-6" 7'-6"

7'-6" 7'-6" 7'-6"

'-0

8'- 0"

24'-0"

24'-0"

6'- 0"

'-0

6'- 0"

9"

A312

A312

A311

A311

8'- 6"

8'- 0"

8'- 6"

F.O. BRICK

F.

O.

B

RI

CK

F.

O.

B

RI

CK

9" 9"

9"

F.O. BRICK

9"

F.

O.

B

RI

CK

9" 9"

F.O. BRICK F.O. BRICK

F.O. BRICK

F.

O.

B

RI

CK

9" 9"

9"

A313

A313

CE

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OF

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TU

D

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NT

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OF

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TU

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CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

A312

CENTER

OF STUD

CENTER

OF STUD

A314

A314

SERVICE

CLEARANCE

36" X 36"X4" CONCRETE

PAD ON 6" THICK

COMPACTED GRAVEL

EQUAL EQUAL

7'-6" 7'-6" 7'-6"

7'-6" 7'-6" 7'-6"

'-0

8'- 0"

24'-0"

24'-0"

6'- 0"

'-0

6'- 0"

9"

A312

A312

A311

A311

8'- 6"

8'- 0"

8'- 6"

F.O. BRICK

F.

O.

B

RI

CK

F.

O.

B

RI

CK

9" 9"

9"

F.O. BRICK

9"

F.

O.

B

RI

CK

9" 9"

F.O. BRICK F.O. BRICK

F.O. BRICK

F.

O.

B

RI

CK

9" 9"

9"

A313

A313

CE

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OF

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D

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NT

ER

OF

S

TU

D

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OF STUD

CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

A312

CENTER

OF STUD

CENTER

OF STUD

A314

A314

7'-6" 7'-6" 7'-6"

7'-6" 7'-6" 7'-6"

'-0

8'- 0"

24'-0"

24'-0"

6'- 0"

'-0

6'- 0"

9"

A312

A312

A311

A311

8'- 6"

8'- 0"

8'- 6"

F.O. BRICK

F.

O.

B

RI

CK

F.

O.

B

RI

CK

9" 9"

9"

F.O. BRICK

9"

F.

O.

B

RI

CK

9" 9"

F.O. BRICK F.O. BRICK

F.O. BRICK

F.

O.

B

RI

CK

9" 9"

9"

A313

A313

CE

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OF

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TU

D

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OF

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TU

D

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OF STUD

CENTER

OF STUD

CENTER

OF STUD

CENTER

OF STUD

A312

CENTER

OF STUD

CENTER

OF STUD

A314

A314

51 2"

2"

9"

9"

9"

9" 11"

1'- 8"

10" 10"

1'- 8"

9"

9" 11"

1'- 75 8"

16"3

16"

3 16

3 16

1'- 8"

1'-8"

1'-75 8"

3 16

3 16

16"3

16"

A-111-PR

PUBLIC RESTROOMS - FLOOR PLAN

PLAN GENERAL NOTES

* 6" WOOD STUD EXTERIOR & INTERIOR WALLS.

* ALL GRID LINES ARE AT THE CENTER OF STUDS

AND CENTER OF COLUMNS.

* EXTERIOR FINISH: 4" BRICK VENEER

* SEE SITE PLANS, ELECTRICAL & MECHANICAL

DRAWINGS FOR MORE INFORMATION

FLOOR PLAN

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

A-111

WALL CORNER DETAIL

SCALE: 1"=1'-0"

A-111

2X6 WOOD STUD @ 16" O.C WITH

R-19 BATT INSULATION

TRIPLE 2"X6" WOOD STUD COLUMN AT

THE CORNER TO HOLD WOOD BEAM

EDGE OF PORCH SLAB

4" BRICK VENEER (TYP)

5 /8" GYPSUM BOARD ("X" TYPE IN

RESTROOMS) TYP.

DOUBLE 2"X6" WOOD STUD AT THE

DOOR OPENING, TYP.

DOOR JAMB IS NOT SHOWN ON THIS

DRAWING, SEE JAMB DETAIL ON

A-611.

3/4" PLYWOOD SHEETING (TYP)

6"X6" WOOD COLUMN PRESSURE

TREATED (PT)

EDGE OF PORCH

CONCRETE SLAB

4" SOLID BRICK AT

SOLDIER COURSE

PORCH CONCRETE SLAB

WOOD BLOCKING

AT SOLDIER COURSE ELEVATION

SCALE: 1"=1'-0"

A-111

PLAN KEY NOTES

1 (4) 4" DIAMETER PRE-FINISHED ALUMINUM

DOWNSPOUT W/ BOOT. CONNECT TO

UNDERGROUND STORM WATER, SEE CIVIL

DRAWINGS.

2 GRAVE LOCATOR KIOSK, SEE A-511-PR FOR

DETAILS.

3 CONCRETE ISOLATION JOINT AT COLUMN (TYP).

4 PORCH CONCRETE SLAB, CONCRETE MIX,

DESIGN, FINISH, AND JOINTING TO MATCH

ADJACENT CONCRETE PAVING. REFER TO

3/LC-501.

4A CONCRETE CONTROL JOINT (TYP).

4B PROVIDE DOWELED EXPANSION JOINT BETWEEN

PORCH SLAB AND CONCRETE PAVING.

5 SEE LANDSCAPE PLANS FOR GRADES AND

CONCRETE PAVEMENT DETAILS.

6 5'X5' TURNED DOWN CONCRETE SLAB AT THE

DOOR.

7 CLEAN OUT, REFER TO CIVIL PLANS FOR EXACT

LOCATION AND CONNECTION TO THE EXISTING

SEWER MAIN.

SL

OP

E

1/2" PLYWOOD BETWEEN STUDS

2"X4" WOOD FRAME TO SECURE

SHEETING CORNERS

EDGE OF PORCH

CONCRETE SLAB

6"X6" WOOD COLUMN

PRESSURE TREATED (PT)

2"X4" WOOD FRAME TO

SECURE SHEETING

CORNERS

3/4" PLYWOOD SHEETING ON

2 SIDES TO FILL IN SPACE

BRICK COLUMN DETAIL

AT SOLDIER COURSE ELEVATION

SCALE: 1"=1'-0"

A-111

BRICK COLUMN DETAIL

4" SOLID BRICK AT

SOLDIER COURSE

1/2" PLYWOOD SHEETING

ON 4 SIDES

2" AIR SPACE

1/2" PLYWOOD SHEETING

ON 4 SIDES

2" AIR SPACE

AT COLUMN BASE

SCALE: 1"=1'-0"

A-111

BRICK CLAD DETAIL

20" x 20" DIMENSION OF THE BRICK COLUMN IS OVERALL

NOMINAL DIMENSION INTENDED TO SHOW SIMPLIFIED

RELATION TO THE COLUMN GRID. ACTUAL BRICK CLAD

DIMENSION IS 1'-7 5 /8" x 1'-7 5 /8".

PORCH CONCRETE SLAB

FIRE PROTECTION

PROVIDE (2) 10 POUND ABC EXTINGUISHER IN

ELECTRICAL & IT ROOM, AND IN #104 SERVICE

STORAGE ROOM # 106, SEE SPECIFICATIONS.

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

M & V STORAGE #3005

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

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'-0

8'- 0"

24'-0"

24'-0"

6'- 0"

'-0

6'- 0"

9"

A312

A312

A311

A311

8'- 6"

8'- 0"

8'- 6"

9" 9"

9" 9"

9" 9"

9" 9"

9"

A313

A313

A312

A314

A314

PORCH

GRAVE

LOCATOR

ELECTRICAL

& IT ROOM

MECHANICAL

UTILITY ROOM

SERVICE

STORAGE

WOMEN RR

MEN RR

16X16 ACCESS PANEL

EM EM

EXHAUST LOUVER

DUCT

7'-6" 7'-6" 7'-6"

7'-6" 7'-6" 7'-6"

'-0

8'- 0"

24'-0"

24'-0"

6'- 0"

'-0

6'- 0"

9"

A312

A312

A311

A311

8'- 6"

8'- 0"

8'- 6"

9" 9"

9" 9"

9" 9"

9" 9"

9"

A313

A313

A312

A314

A314

TRIPLE 2"X6"

WOOD STUD

COLUMN TO

HOLD WOOD

BEAM

TRIPLE 2"X6" WOOD

STUD COLUMN TO

HOLD WOOD BEAM

(3) 2x8 WOOD

BEAM

(3) 2x8 WOOD

BEAM

(3) 2x8 WOOD

BEAM

(4) 6"X6" WOOD

COLUMN

EXHAUST

LOUVER

DUCT

EXHAUST LOUVER

DUCT

8'-6" AFF8'-6" AFF

CROWN MOLDING @ THE

BUILDING PERIMETER

CROWN MOLDING AT 3

SIDES OF THE PORCH

SOFFIT OVERHANG

FLAT TRIM AT THE

WALL

(3) 2x8 WOOD

BEAM

A-112-PR

PUBLIC RESTROOMS - CEILING PLAN

CEILING PLAN

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

A-112

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

2'X4' SUSPENDED ACOUSTICAL

LAY-IN CEILING TILES (WITH SCORED

2'X2' PATTERN). TILES MUST HAVE

COATING TO BE CLEANABLE.

2'X2' FLUORESCENT LIGHT FIXTURE

RECESSED CEILING CAN LIGHT

FIXTURE

SUPPLY AIR DIFFUSER

CEILING PLAN KEY NOTES & LEGEND

CEILING NOTES

A. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS FOR MORE INFORMATION.

FLUORESCENT LIGHT FIXTURE,

SURFACE MOUNTED

5/8" MOISTURE RESISTANT BOARD,

PAINTED

(EXTERIOR) 4" HARDI-PLANK

EXHAUST FAN

EMERGENCY LIGHT

WALL PACK LED EXTERIOR LIGHT

FIXTURE

EM

WP

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SL

OP

E 4/1

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A312

A314

A314

SLOPE 4/12 SLOPE 4/12

SL

OP

E 4/1

1'-6"1'-6"

OVERHANGOVERHANG

1'- 6"

OV

ER

HA

NG

1'-0

3" VENT

A-113-PR

PUBLIC RESTROOMS - ROOF PLAN

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

M.F.C. I.J.

ROOF PLAN

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

A-113

ROOF PLAN KEY NOTES

1 12" TALL LIGHTNING ARRESTER (SAME METAL AS

ROOF). SEE DETAIL ON ELECTRICAL PLANS.

2 PRE-FINISHED POWDER COATED STANDING SEAM

ALUMINUM ROOF WITH 18" SEAMS SPACING.

3 PRE-FINISHED ALUMINUM RIDGE CAP 6" ON BOTH

SIDES OF RIDGE.

4 PRE-FINISHED ALUMINUM 6" GUTTER .

5 PRE-FINISHED ALUMINUM 4" DIAMETER

DOWNSPOUT.

6 WALL OUTLINE BELOW.

7 COLUMN BELOW.

8 FRESH AIR INTAKE VENT, SEE MECHANICAL

DRAWINGS.

AutoCAD SHX Text

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100'-0"

FINISH FLOOR

±114'-7"

ROOF RIDGE

Gravesite Locator

109'-4"

BOTT. OF TRUSS

105'- 11"

KIOSK TOP ROUGH OPENING

102'-1 1/2"

KIOSK SILL ROUGH OPENING

107'-4"

TOP OF OPENING

8'- 0"

100'-0"

FINISH FLOOR

±114'-7"

ROOF RIDGE

109'-4"

BOTT. OF TRUSS

2'-2"2'-2"

108'- 8"

BOTT. OF LOUVER OPENING

8'- 0"

100'-0"

FINISH FLOOR

±114'-7"

ROOF RIDGE

109'-4"

BOTT. OF TRUSS

2'-2" 2'-2"

108'- 8"

BOTT. OF LOUVER OPENING

8'- 0"

100'-0"

FINISH FLOOR

±114'-7"

ROOF RIDGE

109'-4"

BOTT. OF TRUSS

108'- 8"

BOTT. OF LOUVER OPENING

8'- 0"

M.F.C. I.J.

A-211-PR

PUBLIC RESTROOMS - ELEVATIONS

NORTH ELEVATION

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

A-211

ELEVATION KEY NOTES

1 12" TALL LIGHTNING ARRESTER (SAME METAL AS

ROOF). SEE DETAIL ON ELECTRICAL PLANS.

2 PRE-FINISHED POWDER COATED STANDING SEAM

ALUMINUM ROOF.

3 PRE-FINISHED ALUMINUM RIDGE CAP 6" ON BOTH

SIDES OF RIDGE.

4 6" PRE-FINISHED ALUMINUM GUTTER.

5 (4) 4" DIAMETER PRE-FINISHED ALUMINUM

DOWNSPOUT & BOOT, CONNECT TO

UNDERGROUND STORM PIPE SEE CIVIL PLANS.

6 4" THICK BRICK VENEER. DO NOT SCALE BRICK

WIDTH ON THE DRAWING, BRICK PATTERN IS

SHOWN FOR FINISH MATERIAL REFERENCE ONLY.

BRICK IS MODULAR SIZE IN A RUNNING BOND

PATTERN.

6A SOLDIER BRICK COURSE.

7 SIDE LIGHT WITH OBSCURE GLASS.

8 GRAVE SITE LOCATOR UNIT.

9 CROWN MOLDING (BY FYPON OR EQUAL AS

APPROVED BY NCA).

10 8"X10" EXHAUST LOUVER (CONNECTED TO 8"

DIAMETER DUCT, SEE MECHANICAL DRAWINGS).

11 4' LONG PRE-FINISHED ALUMINUM RIDGE VENT BY

ROOF MFR.

WEST ELEVATION

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

A-211

SOUTH ELEVATION

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

A-211

EAST ELEVATION

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

A-211

SEE A-511-PR FOR ADA RESTROOM SIGNAGE, KIOSK

DETAILS AND FINISH MATERIAL SELECTION.

VA FORM 08 - 6231

A

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A

B

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F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

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9:

P M

A

B

C

D

E

F

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

M & V STORAGE #3005

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

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AutoCAD SHX Text one eighth inch = one foot

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1'-

10" 1'-0" 6"

100'- 0"

FINISH FLOOR

6" #5 @32" O.C.

1'- 0"

CAST IN PLACE CONCRETE

FOUNDATION WALL (TYP.)

1'- 4"

2X6 WOOD STUD @ 16" O.C

WITH R-19 BATT INSULATION

3/4" PLYWOOD SHEETING

& VAPOR BARRIER

WEEP HOLES 24" O.C. MIN

2'-0"

4" COMPACTED # 57

STONE AGGREGATE

(CRUSHED STONE

95% PROCTOR) TYP.

4" CONCRETE SLAB ON

GRADE WITH 6X6 10/10

WELDED WIRE FABRIC

(TYP)

2" RIGID INSULATION

(POLYSTYRENE) 24" WIDE

ALONG FOUNDATION WALL

# 5 X 1'-6" @ 1'-0" O.C.

2X6 BOTTOM PLATE BOLTED

INTO CONCRETE WITH 1/2"

DIAMETER BOLTS @ 16" O.C

DOUBLE 2X6 TOP WALL PLATES

R-30

INSULATION

2X6 WOOD STUD @

16" O.C WITH 5/8"

GB BOTH SIDES

5/8" MOISTURE RESISTANT BOARD

5/8" GYPSUM BOARD

THRU WALL METAL FLASHING

(4) 4" DIAMETER PRE-FINISHED

ALUMINUM DOWNSPOUT & BOOT,

CONNECT TO UNDERGROUND STORM

PIPE, SEE CIVIL DRAWINGS

12" LIGHTNING ARRESTOR

ROOF PEAK CAP

6 MIL POLYETHYLENE VAPOR

BARRIER UNDER ENTIRE NEW

SLAB TYP.

GRADE, SEE LANDSCAPE

DRAWINGS GRADE, SEE LANDSCAPE

DRAWINGS

1'-

10" 1'-0"6" 6"

#5 @32" O.C.

1'- 0"

CAST IN PLACE CONCRETE

FOUNDATION WALL (TYP.)

1'- 4"

1'-3"

2'-0"

# 5 CONTINUOUS (TYP)

# 5 X 1'-6" @ 1'-0" O.C.

97'- 8"

BOTTOM OF FOOTING

2'- 4"

1'-6"

2'-3"

1'-6"

2'-3"

METAL STANDING SEAM ROOF

5 /8" PLYWOOD SHEATHING

PRE-ENGINEERED WOOD TRUSS,

TRUSS MANUFACTURER TO

PROVIDE SHOP DRAWINGS

INCLUDING TRUSS CONNECTORS

109'- 4"

BOT. OF TRUSS

2" WIDE CONTINUOUS SOFFIT

VENT BY HARDI-PLANK MFR

107'- 4"

BOTT. OF SOLDIER COURSE

6" METAL GUTTER

108"-8"

TOP OF COLUMN

CONTINUOUS FLAT TRIM (9 1/2"W X 1"D X

12'L BY FYPON OR EQ)

CROWN MOLDING (7-5/8" x 3-1/2" MLD527-16

BY FYPON OR EQUAL AS APPROVED BY NCA

109'-4"

BOTT. OF TRUSS

EXTEND MIN. 6" CONTINUOUS

METAL FLASHING UP AND

UNDER ROOFING EDGE

CONTINUOUS 1"X9" METAL CLAD

GUTTER BOARD (TYP.)

(4) 4" DIAMETER DOWNSPOUT

W/ BOOT, CONNECT TO

UNDERGROUND STORM PIPE,

SEE CIVIL DRAWINGS

CONNECTOR BY TRUSS MFR (TYP)

1/2" EXPANSION

JOINT (TYP)

9" 1'-3" 9"

2'-0" 2'-0"

100'- 0"

FINISH FLOOR

97'- 8"

BOTTOM OF FOOTING

2'- 4" 8"

99'- 4"

LEDGE

8"

6" 8" 8"

# 5 CONTINUOUS

(TYP)

4' LONG RIDGE VENT BY

ROOF MFR.

4" THICK BRICK VENEER W/

ANCHORS AT A MAX. OF 32"

HORIZONTALLY & 16"

VERTICALLY (TYP).

AIR SPACE

PERFORATED PERIMETER UNDERGROUND

DRAIN EMBEDDED IN GRAVEL, SEE CIVIL PLANS

PERFORATED PERIMETER

UNDERGROUND DRAIN EMBEDDED

IN GRAVEL, SEE CIVIL PLANS

ATTIC INSULATION BAFFLE (TYP.)

ENGINEERED FILL

UNDER FOOTING (TYP)

M.F.C. I.J.

A-311-PR

PUBLIC RESTROOMS - SECTION

SECTION

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

A-311

SECTION NOTES

A. NOTES ON THIS DRAWING ARE TYPICAL,

REFERRING TO SIMILAR DETAILS &

CONDITIONS UNLESS NOTED OTHERWISE.

B. PLACE ENGINEERED FILL UNDER FOOTINGS,

THE DEPTH OF THE FILL BY SOILS TEST

ENGINEER (TYP).

C. SEE MEP, LANDSCAPE AND CIVIL DRAWINGS

FOR MORE INFORMATION AND DETAILS.

VA FORM 08 - 6231

A

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A

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D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

M & V STORAGE #3005

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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10" 1'-0" 6"

100'- 0"

FINISH FLOOR

6" #5 @32" O.C.

1'- 0"

#5 X @ 1'-0" O.C. MAX

CONTINUOUS (TYP.)

CAST IN PLACE CONCRETE

FOUNDATION WALL (TYP.)

1'- 4"

DOUBLE 2X6 TOP WALL PLATES

METAL STANDING SEAM ROOF

2'-0"

4" THICK BRICK VENEER

5 /8" PLYWOOD SHEATHING

DOOR, SEE SCHEDULE

109'- 4"

BOT. OF TRUSS

4" CONCRETE SLAB W/

6X6X10/10 WELDED WIRE

PRE-ENGINEERED WOOD TRUSS,

TRUSS MANUFACTURER TO

PROVIDE SHOP DRAWINGS

INCLUDING TRUSS CONNECTORS

2" WIDE CONTINUOUS SOFFIT VENT

BY HARDI-PLANK MFR

(3) # 5 CONTINUOUS

# 5 X 1'-6" @ 1'-0" O.C.

2" RIGID INSULATION

(POLYSTYRENE) 24" WIDE

ALONG FOUNDATION WALL

3'- 91 2"

R.

O.

2" METAL CASING TRIM

AT THE PERIMETER ON

BOTH SIDES OF

OPENING BY

INFORMATION KIOSK

MANUFACTURER

2'- 11 2"

INFORMATION KIOSK

UNIT

WOOD BLOCKING

WOOD BLOCKING

4" THICK BRICK VENEER. DO NOT

SCALE BRICK WIDTH ON THE

DRAWING, BRICK PATTERN IS

SHOWN FOR FINISH MATERIAL

REFERENCE ONLY. BRICK IS

MODULAR SIZE IN A RUNNING

BOND PATTERN.

105'- 11"

KIOSK TOP ROUGH OPENING

5'-

102'-1 1/2"

KIOSK SILL ROUGH OPENING

7'- 0"

2'- 4"

12" LIGHTNING ARRESTOR

ROOF PEAK CAP

RIDGE VENT ON DIAGONAL

6" METAL GUTTER

107'- 4"

DOOR OPENING

1'-0"

R-30

INSULATION

5/8" MOISTURE

RESISTANT BOARD

EXPANSION JOINT WITH 8" LONG

SLIP DOWELS #5 SMOOTH BAR @

12" O.C. (TYP)

TURNED DOWN SLAB

5" THICK CONCRETE SLAB

W/ 6x6x10/10 WELDED WIRE

SLOPE MIN 1/8" PER FT

PAVEMENT, SEE LANDSCAPE PLANS

COLUMN FOOTING BEYOND

4" COMPACTED # 57 STONE

AGGREGATE (CRUSHED STONE

95% PROCTOR) TYP.

6 MIL POLYETHYLENE VAPOR

BARRIER UNDER ENTIRE NEW

SLAB TYP.

97'- 8"

BOTT. OF FOOTING

97'- 8"

BOTTOM OF FOOTING

108"-8"

TOP OF COLUMN

91 2"

CONTINUOUS FLAT TRIM (9 1/2"W X 1"D X

12'L BY FYPON OR EQ)

CROWN MOLDING (7-5/8" x 3-1/2" MLD527-16

BY FYPON OR EQUAL AS APPROVED BY NCA

1'-6"

2'-3"

1' THICK FLAT TRIM BETWEEN COLUMNS

109'-4"

BOTT. OF TRUSS

WOOD BLOCKING

AS NEEDED

91 2"

1'-6"

2'-3"

EXTEND MIN. 6" CONTINUOUS

METAL FLASHING UP AND UNDER

ROOFING EDGE

BRICK SOLDIER COURSE OVER

OPENINGS (TYP)

108'- 0"

BOTT. OF SOLDIER COURSE

107'- 4"

BOTT. OF SOLDIER COURSE

91 2"

CONTINUOUS FLAT TRIM

(9 1/2" W X 1"D X 12'L BY

FYPON OR EQ)

CONNECTOR BY TRUSS

MFR (TYP)

CONTINUOUS 1"X9" METAL CLAD

GUTTER BOARD (TYP.)

8"

1/2" EXPANSION JOINT (TYP)

4" SLOPE MIN 1/8" PER FT

1'- 0"

8"

±1 1 4"

4' LONG RIDGE VENT BY

ROOF MFR.

PERFORATED PERIMETER

UNDERGROUND DRAIN EMBEDDED

IN GRAVEL, SEE CIVIL PLANS

WEEP HOLES 24" O.C. MIN

THRU WALL METAL FLASHING

ATTIC INSULATION BAFFLE (TYP.)

ENGINEERED FILL UNDER

FOOTING (TYP)

4" THICK BRICK VENEER

W/ ANCHORS AT A MAX. OF 16"

VERTICALLY (TYP).

2'- 4"

4" CONCRETE SLAB W/

6X6X10/10 WELDED WIRE

PAVEMENT, SEE

LANDSCAPE PLANS

1'-6"

10"

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

(4) # 5 CONTINUOUS

# 5 X 1'-6" @ 1'-0" O.C. 1'-

10"

1'-8" 6"6" #5 @32" O.C.

#5 X @ 1'-0"

O.C. MAX

CONTINUOUS

(TYP.)

2'-7"

1'- 0"

CAST IN PLACE

CONCRETE

FOUNDATION WALL

2X4 WOOD FRAME

AROUND COLUMN

6"X6" WOOD COLUMN PRESSURE

TREATED (PT) SET IN 24”

CONCRETE FOUNDATIONS

2'-3"

100'- 0"

FINISH FLOOR

109'-4"

BOTT. OF TRUSS

CROWN MOLDING (7-5/8" x 3-1/2"

MLD527-16 BY FYPON OR EQUAL

AS APPROVED BY NCA)

HARDI-PLANK SOFFIT

UNDER BEAM & 8" TRIM

6" WIDE SIMPSON ECCLRQ

CONNECTOR

108"-8 1/2"

TOP OF COLUMN

TRIPLE 2"X6"

WOOD STUD

COLUMN AT THE

CORNER TO HOLD

WOOD BEAM

1/2" PLYWOOD

BETWEEN STUDS

(2) 2X6 DOUBLE

TOP PLATE

1/2" SHEATHNG

WOOD BLOCKING AS NEEDED

WEEP HOLES 24" O.C. MIN

(3) 2x8 WOOD BEAMCONTINUOUS SOFFIT W/ 2"

WIDE VENT BY HARDI-PLANK MFR

CONTINUOUS 1"X9"

METAL CLAD GUTTER

BOARD (TYP.)

SLOPE MIN 1/8" PER FT

4" THICK BRICK VENEER W/

ANCHORS AT A MAX. OF 32"

HORIZONTALLY & 16"

VERTICALLY (TYP).

3/4" PLYWOOD SHEETING &

VAPOR BARRIER

SIMPSON CBS66 COLUMN

BASE CONNECTOR

THRU WALL METAL FLASHING

AIR SPACE

PERFORATED PERIMETER

UNDERGROUND DRAIN

EMBEDDED IN GRAVEL

EXPANSION JOINT WITH 8" LONG

SLIP DOWELS #5 SMOOTH BAR @

12" O.C. (TYP)

ENGINEERED

FILL UNDER

FOOTING (TYP)

M.F.C. I.J.

A-312-PR

PUBLIC RESTROOMS - SECTION

SECTION

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

A-312

SECTION THROUGH COLUMN

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

A-312

SECTION NOTES

A. NOTES ON THIS DRAWING ARE TYPICAL,

REFERRING TO SIMILAR DETAILS &

CONDITIONS UNLESS NOTED OTHERWISE.

B. PLACE ENGINEERED FILL UNDER FOOTINGS,

THE DEPTH OF THE FILL BY SOILS TEST

ENGINEER (TYP).

C. SEE MEP, LANDSCAPE AND CIVIL DRAWINGS

FOR MORE INFORMATION AND DETAILS.

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

M & V STORAGE #3005

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1'-0" 6"

100'- 0"

FINISH FLOOR

6" #5 @32" O.C.

1'- 0"

#5 X @ 1'-0" O.C. MAX

CONTINUOUS (TYP.)

2X6 WOOD STUD @ 16" O.C

WITH R-19 BATT INSULATION

3/4" PLYWOOD SHEETING

& VAPOR BARRIER

2'-0"

(3) # 5 CONTINUOUS

# 5 X 1'-6" @ 1'-0" O.C.

2" RIGID INSULATION

(POLYSTYRENE) 24" WIDE

ALONG FOUNDATION WALL

6"

1'-

10" 1'-0" 6"

100'- 0"

FINISH FLOOR

6" #5 @32" O.C.

1'- 0"

#5 X @ 1'-0" O.C. MAX

CONTINUOUS (TYP.)

12" CAST IN PLACE

CONCRETE FOUNDATION

WALL (TYP.)

1'- 4"

2X6 WOOD STUD @ 16" O.C

WITH R-19 BATT INSULATION

3/4" PLYWOOD SHEETING

& VAPOR BARRIER

4" THICK BRICK VENEER W/

ANCHORS AT A MAX. OF 32"

HORIZONTALLY & 16"

VERTICALLY (TYP).

THRU WALL METAL FLASHING

2X6 BOTTOM

PLATE BOLTED

INTO CONCRETE

WITH 1/2"

DIAMETER BOLTS

@ 16" O.C. (TYP)

108'- 6"

ACOUSTICAL LAY-IN CEILING

2X6 WOOD STUD @ 16" O.C

WITH 5/8" GB BOTH DISDES

12" LIGHTNING ARRESTOR

ROOF PEAK CAP

RIDGE VENT ON DIAGONAL

GRADE, SEE LANDSCAPE

PLANS

2'- 4"

8"

#5 DOWEL OUTSIDE SLAB

INTO FOUNDATION @ 12" O.C.

TURNED DOWN SLAB

5" THICK CONCRETE SLAB W/

6X6X10/10 WELDED WIRE

SLOPE MIN 1/8" PER FT

PAVEMENT, SEE LANDSCAPE

PLANS

METAL STANDING SEAM ROOF

5 /8" PLYWOOD SHEATHING

PRE-ENGINEERED WOOD TRUSS,

TRUSS MANUFACTURER TO

PROVIDE SHOP DRAWINGS

INCLUDING TRUSS CONNECTORS

2" RIGID

INSULATION

(POLYSTYRENE)

24" WIDE

ALONG

FOUNDATION

WALL

EXHAUST

DUCT, SEE

MECH

R-30

INSULATION

97'- 8"

BOTTOM OF FOOTING

97'- 8"

BOTTOM OF FOOTING

6"

4" COMPACTED # 57

STONE AGGREGATE

(CRUSHED STONE 95%

PROCTOR) TYP. 6 MIL POLYETHYLENE VAPOR

BARRIER UNDER ENTIRE NEW

SLAB TYP.

9"

91 2" 91 2"

DOUBLE 2X6 TOP

WALL PLATES

1'-6"

2'-3"

1'-6"

2'-3"

3/8" BENT PLATE

RELEIVING ANGLE

4"X6" (TYP)

CONNECTOR

BY TRUSS

MFR (TYP)

109'- 4"

BOT. OF TRUSS

2" WIDE CONTINUOUS SOFFIT

VENT BY HARDI-PLANK MFR

107'- 4"

BOTT. OF SOLDIER COURSE

BRICK SOLDIER COURSE

6" METAL GUTTER

108"-8"

TOP OF COLUMN

CONTINUOUS FLAT TRIM (9 1/2"W X 1"D X

12'L BY FYPON OR EQ)

CROWN MOLDING (7-5/8" x 3-1/2" MLD527-16

BY FYPON OR EQUAL AS APPROVED BY NCA

1' THICK FLAT TRIM BETWEEN COLUMNS

109'-4"

BOTT. OF TRUSS

EXTEND MIN. 6" CONTINUOUS

METAL FLASHING UP AND UNDER

ROOFING EDGE

CONTINUOUS 1"X9" METAL CLAD

GUTTER BOARD (TYP.)

1/2" EXPANSION

JOINT (TYP)

1/2" EXPANSION JOINT

CONTINUOUS FLAT TRIM

(9 1/2" W X 1"D X 12'L BY

FYPON OR EQ)

4' LONG RIDGE VENT BY

ROOF MFR.

WEEP HOLES 24" O.C. MIN

AIR SPACE

PERFORATED PERIMETER

UNDERGROUND DRAIN EMBEDDED IN

GRAVEL, SEE CIVIL PLANS

EXPANSION JOINT WITH 8" LONG

SLIP DOWELS #5 SMOOTH BAR @

12" O.C. (TYP)

5/8" MOISTURE

RESISTANT BOARD

4" THICK BRICK VENEER. DO NOT

SCALE BRICK WIDTH ON THE

DRAWING, BRICK PATTERN IS

SHOWN FOR FINISH MATERIAL

REFERENCE ONLY. BRICK IS

MODULAR SIZE IN A RUNNING

BOND PATTERN.

ATTIC INSULATION BAFFLE (TYP.)

ENGINEERED FILL UNDER

FOOTING (TYP)

M.F.C. I.J.

A-313-PR

PUBLIC RESTROOMS - SECTION

SECTION

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

A-313

SECTION NOTES

A. NOTES ON THIS DRAWING ARE TYPICAL,

REFERRING TO SIMILAR DETAILS &

CONDITIONS UNLESS NOTED OTHERWISE.

B. PLACE ENGINEERED FILL UNDER FOOTINGS,

THE DEPTH OF THE FILL BY SOILS TEST

ENGINEER (TYP).

C. SEE MEP, LANDSCAPE AND CIVIL DRAWINGS

FOR MORE INFORMATION AND DETAILS.

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104 PUBLIC RESTROOM #1501

876CM3025

M.F.C. I.J.

Fi le

P at h 6/

/2

:3

9:

P M

A

B

C

D

E

F

M

IC

HAEL F . CONLY

RALE IGH , NC

NORT H CAROL I NA

REG

I S

T E R E D A R C H I TECT4763

M & V STORAGE #3005

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

BID SET

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

4" THICK BRICK VENEER. DO NOT

SCALE BRICK WIDTH ON THE

DRAWING, BRICK PATTERN IS SHOWN

FOR FINISH MATERIAL REFERENCE

ONLY. BRICK IS MODULAR SIZE IN A

RUNNING BOND PATTERN.

2'- 4"

6" METAL GUTTER

8" LONG DOWELS #5 SMOOTH

BAR @ 12" O.C. (TYP)

TURNED DOWN SLAB

4" CONCRETE SLAB W/

6X6X10/10 WELDED WIRE

GRADE, SEE LANDSCAPE PLANS

97'- 8"

BOTTOM OF FOOTING

108"-8"

TOP OF COLUMN

91 2"

CONTINUOUS FLAT TRIM (9 1/2"W X 1"D X

12'L BY FYPON OR EQ)

CROWN MOLDING (7-5/8" x 3-1/2" MLD527-16

BY FYPON OR EQUAL AS APPROVED BY NCA

1'-6"

2'-3"

1' THICK FLAT TRIM BETWEEN COLUMNS

109'-4"

BOTT. OF TRUSS

WOOD BLOCKING

AS NEEDED

EXTEND MIN. 6" CONTINUOUS

METAL FLASHING UP AND UNDER

ROOFING EDGE

4" COMPACTED # 57

STONE AGGREGATE

(CRUSHED STONE

95% PROCTOR) TYP.

4" CONCRETE SLAB ON

GRADE WITH 6X6 10/10

WELDED WIRE FABRIC

(TYP)

2'-31 2" R.O.

3'- 91 2"

R.

O.

2'- 11 2"

Gravesite Locator

1'-6"

2'-3"

91 2"

2'- 4"

±114'-7"

ROOF RIDGE

105'- 11"

KIOSK TOP ROUGH OPENING

102'-1 1/2"

KIOSK SILL ROUGH OPENING

107'-4"

TOP OF OPENING

8" 8" 9" 9"

12" LIGHTNING ARRESTOR

ROOF PEAK CAP

RIDGE VENT ON DIAGONAL

METAL STANDING SEAM ROOF

5 /8" PLYWOOD SHEATHING

PRE-ENGINEERED WOOD TRUSS,

TRUSS MANUFACTURER TO

PROVIDE SHOP DRAWINGS

INCLUDING TRUSS CONNECTORS

4' LONG RIDGE VENT BY

ROOF MFR.

CONTINUOUS FLAT

TRIM (9 1/2" W X 1"D X

12'L BY FYPON OR EQ)

8"

(4) 4" DIAMETER DOWNSPOUT & BOOT,

CONNECT TO UNDERGROUND STORM

PIPE, SEE CIVIL DRAWINGS

(4) 4" DIAMETER DOWNSPOUT

W/ BOOT, CONNECT TO

UNDERGROUND STORM PIPE,

SEE CIVIL DRAWINGS

109'-4"

BOTT. OF TRUSS

100'- 0"

FINISH FLOOR

PERFORATED PERIMETER UNDERGROUND

DRAIN EMBEDDED IN GRAVEL, SEE CIVIL PLANS

PERFORATED PERIMETER

UNDERGROUND DRAIN EMBEDDED

IN GRAVEL, SEE CIVIL PLANS

EXTEND AND CONNECT TO EXISTING SEWER MAIN.

REFER TO CIVIL PLANS FOR EXACT LOCATION OF

CONNECTION AND CLEAN OUT.

2" 2"

5'- 0"

5'- 0"

ATTIC INSULATION BAFFLE (TYP.)

ENGINEERED FILL

UNDER FOOTING (TYP)

M.F.C. I.J.

A-314-PR

PUBLIC RESTROOMS - SECTION

SECTION

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

A-314

2" FRONT BEZEL

SECTION NOTES

A. NOTES ON THIS DRAWING ARE TYPICAL,

REFERRING TO SIMILAR…