849-NRM24-02 Hampton R2 Final Dwgs.pdf

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HAMPTON NATIONAL CEMETERY

CEMETERY RD AT MARSHALL AVE, HAMPTON, VA 23669

PROJECT NUMBER: 849-NRM18-04

MAINTENANCE BUILDING AND FLAMMABLE STORAGE BUILDING RENOVATIONS

INDEX OF SHEETS

Department of

Veterans Affairs

VICINITY MAP CONSULTANTS

PRIME CONSULTANT:

WALKER FEDERAL SERVICES, LLC

7820 B UNIT 162

FREDERICK, MD 21701

240-529-5406

LEAD DESIGN CONSULTANT, ARCHITECT

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

301-605-0789

PROFESSIONAL ENGINEER: ELECTRICAL

ASTUTE ENGINEERING

2310 PLANK ROAD

SUITE 111

FREDERICKSBURG, VA 22401

202-400-2004

PROFESSIONAL ENGINEER: MECHANICAL & PLUMBING

FRIEDMAN ENGINEERING

11709 FULHAM STREET

SILVER SPRING, MD 20902

301-298-5070

PROFESSIONAL ENGINEER: STRUCTURAL

JZ STRUCTURAL CONSULTING, INC.

43130 AMBERWOOD PLAZA

SUITE 235

CHANTILLY, VA 20152

703-327-9912

R & R CONSTRUCTION SERVICES, INC.

315 INDIAN RIDGE DRIVE

MOON TOWNSHIP, PA 15108

724-457-7377

COVER SHEET

CODE ANALYSIS

GI-001

DRAWING NUMBER TITLE

1 GI-001 COVER SHEET & CODE ANALYSIS

2 GI-002

SYMBOLS, ABBREVIATIONS & NOTES

3 AS-100 SITE PLAN

4 AD-100

DEMOLITION PLANS - FLOOR, CEILING AND ROOF

5 A-100 FLOOR PLANS

6 A-101 REFLECTED CEILING PLANS

7 A-102 DETAILS & SCHEDULES

8 A-200 EXTERIOR ELEVATIONS

9 EG-100

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

10 ED-100

MAINTENANCE BUILDING POWER AND LIGHTING PLAN -

EXISTING AND DEMOLITION

11 ES-100 ELECTRICAL SITE PLAN - EXISTING AND NEW WORK

12 E-100

MAINTENANCE BUILDING POWER AND LIGHTING PLAN - NEW

WORK

13 E-200 POWER RISER DIAGRAM AND PANEL SCHEDULE

14 E-300 COMCHECK

15 M-001 MECHANICAL COVER SHEET

16 M-101 MECHANICAL DEMOLITION & NEW WORK PLAN

17 P-001 PLUMBING COVER SHEET

18 P-101 PLUMBING - SANITARY DEMOLITION PLAN

19 P-102 PLUMBING - WATER & GAS DEMOLITION PLAN

20 P-202 PLUMBING - WATER & GAS NEW WORK PLAN

21 S-101

STRUCTURALPLAN, DETAILS & NOTES

CODE ANALYSIS

APPLICABLE CODES:

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL PLUMBING CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

ABA ACCESSIBILITY STANDARDS

ALTERATION LEVEL: 2

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

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E F

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© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

PRIMARY STRUCTURAL FRAME 0 HRS

BEARING WALLS EXTERIOR 2 HRS

INTERIOR NON BEARING

WALLS AND PARTITIONS 0 HRS

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY

MEMBERS 0 HRS

2012 VIRGINIA CONSTRUCTION CODE

2012 VIRGINIA REHABILITATION CODE

2012 VIRGINIA MECHANICAL CODE

2012 VIRGINIA PLUMBING CODE

2012 VIRGINIA ENERGY CONSERVATION CODE

FLAMMABLE STORAGE BUILDING PROPOSED

IIB NO CHANGE

NONE NONE

+/- 10'-0" NO CHANGE

S-1 NO CHANGE

72 SF NO CHANGE

1 NO CHANGE

1 NO CHANGE

1 NO CHANGE

CONSTRUCTION TYPE:

FIRE SUPPRESSION SYSTEM:

BUILDING HEIGHT:

BUILDING USE GROUP:

BUILDING AREA:

OCCUPANT LOAD:

NUMBER OF EXIT: (REQUIRED)

EXITS PROVIDED

SCOPE OF WORK

1. REPLACE EXISTING ELECTRICAL PANEL, LIGHTING, SWITCHES AND WIRING.

2. RENOVATE LOUNGE PANTRY.

3. PROVIDE NEW GAS-FIRED WATER HEATER.

4. CONVERT FORMER BATHROOM INTO STORAGE ROOM, REMOVE EXISTING PLUMBING

FIXTURES.

MAINTENANCE BUILDING 3001:

1. PROVIDE NEW ELECTRICAL SERVICE TO FLAMMABLE STORAGE BUILDING.

2. REPLACE EXISTING ROOF, STEEL LINTEL AND DOOR.

3. INSTALL HELICAL PIERS AT BUILDING FOUNDATION.

4. REPOINT BRICK WALLS.

FLAMMABLE STORAGE BUILDING 3301:

MAINTENANCE BUILDING PROPOSED

IIIB NO CHANGE

NONE NONE

+/- 21'-0" ONE STORY WITH ATTIC NO CHANGE

2,502.50 SF NO CHANGE

S-1 / 1,667 SF NO CHANGE

B / 836 SF NO CHANGE

S-1 / 300 GROSS = 6 NO CHANGE

B / 100 GROSS = 9 NO CHANGE

15 NO CHANGE

2 NO CHANGE

3 NO CHANGE

CONSTRUCTION TYPE:

FIRE SUPPRESSION SYSTEM:

BUILDING HEIGHT:

BUILDING AREA:

BUILDING USE GROUPS:

OCCUPANT LOADS BY USE GROUP:

TOTAL OCCUPANT LOAD

NUMBER OF EXIT: (REQUIRED)

EXITS PROVIDED

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

ABBREVIATIONS, SYMBOLS,

AND NOTES

GI-002

ABBREVIATIONS

GENERAL NOTES

³

SYMBOLS

1. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE

THE WORK SHOWN OR INFERRED BY THESE DOCUMENTS.

2. EXISTING UTILITY SERVICE LINES, POLES, VALVE BOXES, METERS, ETC. ARE

TO REMAIN IN PLACE AND IN OPERATION, UNLESS THE PLANS SPECIFICALLY

CALL FOR THEIR ADJUSTMENT. EXISTING UTILITIES AND LOCATIONS, AS

SHOWN ON THE PLANS, REPRESENT THE BEST INFORMATION OBTAINABLE

FOR DESIGN. THE PLAN LOCATIONS SHOWN ARE NOT GUARANTEED; VERIFY

IN THE FIELD.

3. DO NOT PROCEED WHEN OBSTRUCTIONS, CONFLICTS, AND/OR GRADE

DIFFERENCES EXIST. IMMEDIATELY NOTIFY COTR. THE CONTRACTOR SHALL

ASSUME RESPONSIBILITY FOR ALL DAMAGES, REVISIONS, AND REMEDIAL

WORK, AS DETERMINED BY THE COTR, DUE TO FAILURE TO GIVE SUCH

NOTIFICATION.

4. PROVIDE MINIMUM ADVANCED NOTICE OF FORTY-EIGHT (48) HOURS TO

UTILITY COMPANIES PRIOR TO STARTING ANY EXCAVATION AS FOLLOWS:

CONTACT MISS UTILITY 800-552-7001

5. COORDINATE ALL ACCESS, ROUTES OF ACCESS, AND STORAGE/PARKING

AREAS WITH CEMETERY STAFF. PROVIDE FLAGGERS WHEN CROSSING,

ENTERING, AND WORKING IN AND ADJACENT TO CITY STREETS. CLEAN

ROADS USED BY CONTRACTOR'S FORCES DAILY AND AS DIRECTED BY COTR.

6. NO MATERIAL DELIVERY IS PERMITTED OVER EXISTING OR PROPOSED

CEMETERY PAVED ROAD, EXCEPT AS SPECIFICALLY APPROVED BY COTR AND

CEMETERY STAFF.

7. COORDINATE CONSTRUCTION WORK WITH THE COTR AND CEMETERY STAFF.

MAINTAIN AT LEAST ONE OPEN LANE AT ALL TIMES.

8. ALL DIMENSIONS SHOWN PARALLEL AND PERPENDICULAR UNLESS

OTHERWISE NOTED. DO NOT SCALE DIMENSIONS OFF THE DRAWINGS.

9. REMOVE DEBRIS, RUBBLE, AND OTHER WASTE MATERIALS FROM THE SITE

AND DISPOSE OF LEGALLY OFF GOVERNMENT'S PROPERTY.

10. COORDINATE THE PROTECTION OF ALL STRUCTURE, TREES, AND ROOT

ZONES TO REMAIN THROUGHOUT CONSTRUCTION. REVIEW SCOPE AND

SCHEDULING OF ALL PROTECTION WITH CONTRACTING OFFICER AND

ARCHITECT.

11. RESTORE ALL AREAS AND ITEMS DAMAGED DURING CONSTRUCTION TO THE

SATISFACTION OF THE CONTRACTING OFFICER AND ARCHITECT.

12. SAWCUT OPENINGS IN FLOORS AND WALLS AS DIMENSIONED ON PLANS AND

FOLLOWING STRUCTURAL DRAWINGS FOR PROCEDURE.

13. REMOVE ALL EXISTING ABANDONED MECHANICAL, ELECTRICAL, AND

PLUMBING EQUIPMENT ABOVE-GRADE AND THOSE BELOW GRADE IDENTIFIED

FOR REMOVAL. LEGALLY DISPOSE OF OFF GOVERNMENT'S PROPERTY.

A1

A1

CT-1

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

AutoCAD SHX Text A/C AIR CONDITION AIR CONDITION A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER AB ANCHOR BOLT ANCHOR BOLT ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE AD AREA DRAIN AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT ADJ ADJACENT, ADJOINING, OR ADJACENT, ADJOINING, OR ADJUSTABLE ADMIN ADMINISTRATION ADMINISTRATION AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ABOVE FINISHED SLAB AHJ AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION AHR ANCHOR ANCHOR AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATE ALTERNATE AMP AMPERE AMPERE AMT AMOUNT AMOUNT ANOD ANODIZE ANODIZE ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION AMERICAN PLYWOOD ASSOCIATION APPROX APPROXIMATE APPROXIMATE APT APARTMENT APARTMENT ARCH ARCHITECT ARCHITECT ASTM AMERICAN SOCIETY FOR TESTING AND AMERICAN SOCIETY FOR TESTING AND MATERIALS ATM AUTOMATIC TELLER MACHINE AUTOMATIC TELLER MACHINE AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AV AUDIO VISUAL AUDIO VISUAL AVE AVENUE AVENUE AVG AVERAGE AVERAGE AWI ARCHITECTURAL WOODWORKING ARCHITECTURAL WOODWORKING INSTITUTE AWPA AMERICAN WOOD PRESERVERS' AMERICAN WOOD PRESERVERS' ASSOCIATION BITUM BITUMINOUS BITUMINOUS BKG BACKING BACKING BLD BUILD BUILD BLDG BUILDING BUILDING BLKT BLANKET BLANKET BLVD BOULEVARD BOULEVARD BM BEAM OR BENCHMARK BEAM OR BENCHMARK BOT BOTTOM BOTTOM BR BEDROOM BEDROOM

AutoCAD SHX Text CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS OR CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CJ CONSTRUCTION JOINT OR CONTROL CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE CENTER LINE CLDG CLADDING CLADDING CLG CEILING CEILING CH CEILING HEIGHT CEILING HEIGHT CLR CLEAR CLEAR cm² SQUARE CENTIMETER SQUARE CENTIMETER cm³ CUBIC CENTIMETER CUBIC CENTIMETER CM CONSTRUCTION MANAGEMENT CONSTRUCTION MANAGEMENT CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE COND CONDENSER OR CONDITION CONDENSER OR CONDITION CONF CONFERENCE CONFERENCE CONN CONNECT CONNECT CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUE CONTINUE CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE CORR CORRIDOR CORRIDOR CSB CONCRETE SPLASH BLOCK CONCRETE SPLASH BLOCK CSG CASING CASING CSK COUNTER SUNK COUNTER SUNK CSMT CASEMENT CASEMENT CSWK CASEWORK CASEWORK CT CERAMIC TILE CERAMIC TILE CTRL CONTROL CONTROL CTV CABLE TELEVISION CABLE TELEVISION CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD DAT DATUM DATUM DB DECIBEL DECIBEL DC DIRECT CURRENT DIRECT CURRENT DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA DIAMETER DIAMETER DIFF DIFFERENCE OR DIFFUSER DIFFERENCE OR DIFFUSER DIM DIMENSION DIMENSION DISP DISPENSER DISPENSER DIST DISTANCE DISTANCE DIV DIVIDE OR DIVISION DIVIDE OR DIVISION DL DEAD LOAD DEAD LOAD DW DISHWASHER DISHWASHER DWG DRAWING DRAWING

AutoCAD SHX Text E EAST EAST E LABEL CLASS E DOOR CLASS E DOOR EA EACH EACH EFS EXTERIOR FINISH SYSTEM EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION AND FINISH EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELAST ELASTOMERIC ELASTOMERIC ELEC ELECTRIC ELECTRIC ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY EMER SHR EMERGENCY SHOWER EMERGENCY SHOWER ENCL ENCLOSURE ENCLOSURE EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY EPDM ETHYLENE PROPYLENE DIENE ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ERD EXISTING ROOF DRAIN EXISTING ROOF DRAIN EST ESTIMATE ESTIMATE ETC AND SO FORTH OR ET CETERA AND SO FORTH OR ET CETERA EXIST EXISTING EXISTING EXP EXPANSION OR EXPOSED EXPANSION OR EXPOSED F FAHRENHEIT OR FEMALE FAHRENHEIT OR FEMALE FA FIRE ALARM FIRE ALARM FAB FABRIC FABRIC FD FLOOR DRAIN FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FF FINISH FACE FINISH FACE FF EL FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FF&E FURNITURE, FIXTURE, AND EQUIPMENT FURNITURE, FIXTURE, AND EQUIPMENT FIN FINISH FINISH FIXT FIXTURE FIXTURE FL FLOORLINE FLOORLINE FLASH FLASHING FLASHING FLR FLOOR FLOOR FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING FURN FURNISH OR FURNITURE FURNISH OR FURNITURE FWC FABRIC WALLCOVERING FABRIC WALLCOVERING

AutoCAD SHX Text GA GAGE OR GYPSUM ASSOCIATION GAGE OR GYPSUM ASSOCIATION GAL GALLON GALLON GALV GALVANIC OR GALVANIZED GALVANIC OR GALVANIZED GALV STL GALVANIZED STEEL GALVANIZED STEEL GB GRAB BAR GRAB BAR GC GENERAL CONTRACTOR GENERAL CONTRACTOR GEN GENERAL OR GENERATOR GENERAL OR GENERATOR GYP GYPSUM GYPSUM GYP BD GYPSUM BOARD GYPSUM BOARD GYP PLAS GYPSUM PLASTER GYPSUM PLASTER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HDR HEADER HEADER HDW HARDWARE HARDWARE HEX HEXAGON HEXAGON HF HIGH FREQUENCY HIGH FREQUENCY HGR HANGER HANGER HM HECTOMETER HECTOMETER HM HOLLOW METAL HOLLOW METAL HMD HOLLOW METAL DOOR HOLLOW METAL DOOR HMDF HOLLOW METAL DOOR AND FRAME HOLLOW METAL DOOR AND FRAME HMF HOLLOW METAL FRAME HOLLOW METAL FRAME HNDRL HANDRAIL HANDRAIL HORIZ HORIZONTAL HORIZONTAL HOSP HOSPITAL HOSPITAL HP HIGH PRESSURE OR HORSEPOWER HIGH PRESSURE OR HORSEPOWER HQ HEADQUARTERS HEADQUARTERS HT HEIGHT HEIGHT HVAC HEATING, VENTILATING, AND AIR HEATING, VENTILATING, AND AIR CONDITIONING HVY HEAVY HEAVY HW HOT WATER HOT WATER HYD HYDRANT HYDRANT HYDR HYDRAULIC HYDRAULIC INCL INCLUDED INCLUDED INFO INFORMATION INFORMATION INSUL INSULATION INSULATION INT INTERIOR INTERIOR INTERCOM INTERCOMMUNICATION INTERCOMMUNICATION JAN JANITOR JANITOR J-BOX JUNCTION BOX JUNCTION BOX L ANGLE ANGLE LAB LABORATORY LABORATORY LAD LADDER LADDER LAM LAMINATE LAMINATE LAM GL LAMINATED GLASS LAMINATED GLASS LAU LAUNDRY LAUNDRY LAV LAVATORY LAVATORY LBS POUND POUND LF LINEAR FEET (FOOT)LINEAR FEET (FOOT)

AutoCAD SHX Text LH LEFT HAND LEFT HAND LHR LEFT HAND REVERSE LEFT HAND REVERSE LIB LIBRARY LIBRARY LIN LINEAR LINEAR LINO LINOLEUM LINOLEUM LR LIVING ROOM LIVING ROOM LRG LARGE LARGE LS LUMP SUM LUMP SUM LT LIGHT LIGHT MACH MACHINE MACHINE MACH RM MACHINE ROOM MACHINE ROOM MAINT MAINTENANCE MAINTENANCE MAX MAXIMUM MAXIMUM MB MACHINE BOLT MACHINE BOLT MECH MECHANICAL MECHANICAL MECH RM MECHANICAL ROOM MECHANICAL ROOM MED MEDICAL MEDIUM MEDICAL MEDIUM MED MEDIUM MEDICAL MEDIUM MEDICAL MEZZ MEZZANINE MEZZANINE MF MILL FINISH MILL FINISH MFD MANUFACTURED MANUFACTURED MFG MANUFACTURING MANUFACTURING MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINUTE MINIMUM MINUTE MIRR MIRROR MIRROR MISC MISCELLANEOUS MISCELLANEOUS mm MILLIMETER MILLIMETER MO MASONRY OPENING OR MOTOR MASONRY OPENING OR MOTOR OPERATED MTD MOUNTED MOUNTED MTG MOUNTING MOUNTING N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NFPA NATIONAL FIRE PROTECTION NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NR NOISE REDUCTION NOISE REDUCTION NRC NOISE REDUCTION COEFFICIENT NOISE REDUCTION COEFFICIENT

AutoCAD SHX Text OA OUTSIDE AIR OR OVERALL OUTSIDE AIR OR OVERALL OC ON CENTER ON CENTER OFD OVERFLOW DRAIN OVERFLOW DRAIN OH DR OVERHEAD (COILING) DOOR OVERHEAD (COILING) DOOR OPH OPPOSITE HAND OPPOSITE HAND OPNG OPENING OPENING OPP OPPOSITE OPPOSITE OPT OPTIONAL OPTIONAL OR OPERATING ROOM OR OUTSIDE RADIUS OPERATING ROOM OR OUTSIDE RADIUS ORIG ORIGINAL ORIGINAL ORN ORNAMENTAL ORNAMENTAL OSHA OCCUPATIONAL SAFETY AND HEALTH OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION OZ OUNCE OUNCE PERP PERPENDICULAR PERPENDICULAR PL PROPERTY LINE PROPERTY LINE PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLAS PLASTER OR PLASTIC PLASTER OR PLASTIC PLYWD PLYWOOD PLYWOOD PNL PANEL PANEL PO PURCHASE ORDER POST OFFICE PURCHASE ORDER POST OFFICE POLY POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PR PAIR PAIR PRCST PRECAST PRECAST PREFAB PREFABRICATE PREFABRICATE PRKG PARKING PARKING PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PAINT, PNEUMATIC TUBE, OR PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED PTD PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PTN PARTITION PARTITION PWR POWER POWER QA QUALITY ASSURANCE QUALITY ASSURANCE QC QUALITY CONTROL QUALITY CONTROL QT QUARRY TILE QUARRY TILE QTB QUARRY TILE BASE QUARRY TILE BASE QTF QUARRY TILE FLOOR QUARRY TILE FLOOR QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAD QUADRANT QUADRANT QUAL QUALITY QUALITY R RADIUS OR RISER RADIUS OR RISER RA RETURN AIR RETURN AIR RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN REC RECESSED RECESSED RECD RECEIVED RECEIVED RECPT RECEPTACLE RECEPTACLE REF REFERENCE OR REFRIGERATOR REFERENCE OR REFRIGERATOR REFR REFRACTORY REFRIGERATION REFRACTORY REFRIGERATION

AutoCAD SHX Text REINF REINFORCE REINFORCE REQ REQUIRE REQUIRE REV REVISION REVISION RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION RFP REQUEST FOR PROPOSAL REQUEST FOR PROPOSAL RH RIGHT HAND RIGHT HAND RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING ROW RIGHT OF WAY RIGHT OF WAY RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE SA SUPPLY AIR SUPPLY AIR SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHT SHEET SHEET SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SPKR SPEAKER SPEAKER SQ SQUARE SQUARE SQ IN SQUARE INCH SQUARE INCH SQ YD SQUARE YARD SQUARE YARD SS SANITARY SEWER OR SERVICE SINK SANITARY SEWER OR SERVICE SINK SST STAINLESS STEEL STAINLESS STEEL STC SOUND TRANSMISSION CLASS SOUND TRANSMISSION CLASS STD STANDARD STANDARD STIF STIFFENER STIFFENER STL JST STEEL JOIST STEEL JOIST STL LNTL STEEL LINTEL STEEL LINTEL STL PL STEEL PLATE STEEL PLATE STL RF DK STEEL ROOF DECK STEEL ROOF DECK STL TB STEEL TUBE STEEL TUBE STL TR STEEL TRUSS STEEL TRUSS STNLS STAINLESS STAINLESS STOR STORAGE STORAGE

AutoCAD SHX Text T TREAD TREAD T&G TONGUE AND GROOVE TONGUE AND GROOVE THERM THERMAL THERMAL THK THICKNESS THICKNESS THRES THRESHOLD THRESHOLD THRU THROUGH THROUGH TO FDN TOP OF FOUNDATION TOP OF FOUNDATION TOB TOP OF BEAM TOP OF BEAM TOM TOP OF MASONRY TOP OF MASONRY TOP TOP OF PARAPET TOP OF PARAPET TOS TOP OF STEEL TOP OF STEEL TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY UV ULTRAVIOLET ULTRAVIOLET V VOLT VOLT VAC VACUUM VACUUM VAR VARIES VARIES VCT VINYL COMPOSITION TILE VITRIFIED CLAY TILE VINYL COMPOSITION TILE VITRIFIED CLAY TILE VENT VENTILATION VENTILATION VERT VERTICAL VERTICAL VEST VESTIBULE VESTIBULE VIF VERIFY IN FIELD VERIFY IN FIELD VOC VOLATILE ORGANIC COMPOUND VOLATILE ORGANIC COMPOUND VOL VOLUME VOLUME VOLT VOLTAGE VOLTAGE VP VENEER PLASTER VENEER PLASTER VR VAPOR RETARDER VAPOR RETARDER VTR VENT THROUGH ROOF VENT THROUGH ROOF VWC VINYL WALL COVERING VINYL WALL COVERING VWF VINYL WALL FABRIC VINYL WALL FABRIC W WIDE OR WEST WIDE OR WEST W/ WITH WITH W/O WITHOUT WITHOUT WC WALL COVERING OR WATER CLOSET WALL COVERING OR WATER CLOSET WC WL HNG WATER CLOSET, WALL HUNG WATER CLOSET, WALL HUNG WD WOOD WOOD WM WIRE MESH WIRE MESH WP WATERPROOFING WATERPROOFING WPD WATER PRESSURE DROP WATER PRESSURE DROP WPM WATERPROOF MEMBRANE WATERPROOF MEMBRANE WR WEATHER RESISTANT WEATHER RESISTANT WS WEATHERSTRIP WEATHERSTRIP WSCT WAINSCOT WAINSCOT WT WEIGHT WEIGHT WWF WELDED WIRE FABRIC WELDED WIRE FABRIC X BRACE CROSS BRACE CROSS BRACE XPS EXTRUDED POLYSTYRENE BOARD (INSULATION) EXTRUDED POLYSTYRENE BOARD (INSULATION) YD YARD YARD YR YEAR YEAR

AutoCAD SHX Text

BREAK, ROUND (USER DEFINES SIZE)

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BREAK, STRAIGHT (SEE SECTION INDICATORS, BUILDING, WITH BREAK STANDARDS)

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DETAIL INDICATOR

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DETAIL INDICATOR

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DETAIL INDICATOR FOR SMALL CONDITIONS

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DIMENSION LINE

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DOOR OPENING / DOOR NUMBER

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DRAWING BLOCK TITLE, TYPICAL

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ELEVATION INDICATOR, EXTERIOR

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ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

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ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

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DRAWING BLOCK TITLE

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1/2'

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AutoCAD SHX Text 1'

AutoCAD SHX Text A-201

AutoCAD SHX Text A4

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AutoCAD SHX Text D2

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AutoCAD SHX Text D2

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AutoCAD SHX Text A4

AutoCAD SHX Text A-201

AutoCAD SHX Text

BUILDING SECTION INDICATOR

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EXISTING CONSTRUCTION TO REMAIN

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EXISTING CONSTRUCTION TO BE REMOVED

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EXISTING DOOR

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FINISH TYPE

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EQUIPMENT NUMBER

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ACCESSORIES NUMBER

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WALL TYPE

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PRIME CONSULTANT

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CONSULTANTS

CEMPHIMysliD Text Box

14. CONTRACTOR TO ASSUME EXISTING PAINT IS LEAD BASED AND TO PROVIDE WORK IN ACCORDANCE WITH LEAD ABATEMENT REQUIREMENTS.

EXISTING

M.H.

RM=11.08

INV=3.63

N

DN

DN

Y.D INV. 7.16

RIM 10.85

Y.D INV. 7.16

RIM 10.85

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

WORK RM

268 SF

CORR.

115 SF

LOCKERS

93 SF

LOUNGE

259 SF

VESTIBULE

32 SF

RESTRM

91 SF

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

RESTRM

75 SF

5'-3 1/2"

GARAGE

606.50 SF

WORK RM

216 SF

STORAGE RM

75 SF

FLAMMABLE

STORAGE

51.50 SF

+/- 13'-10" VIF

1/16"=1'-0"

EXISTING SITE PLAN

AS-100

MAINTENANCE

BUILDING #3001

FLAMMABLE

STORAGE

BUILDING #3301

LODGE

BUILDING

EXISTING SITE PLAN KEYED NOTES

EXISTING 15" REINFORCED CONCRETE PIPE

EXISTING DRAIN INLET, TOP 9.1, INV. 5.74

EXISTING 12" REINFORCED CONCRETE PIPE DRAIN.

EXISTING PVC RAIN LEADER TO PIPE

EXISTING FUEL PUMP

EXISTING BRICK PAVERS

EXISTING BENCH, TYP.

EXISTING GRAVE SITE LOCATOR

EXISTING YARD DRAIN

EXISTING SWALE 0.40%

EXISTING GAS METER

NOT USED

EXISTING AIR CONDITIONING UNIT & CONCRETE PAD

EXISTING DOWNSPOUT AND CONCRETE SPLASH GUARD

EXISTING DOWNSPOUT DAYLIGHT DISCHARGE

EXISTING DOWNSPOUT

MAIN

ENTRANCE

GRAVES

GRAVES

GRAVES

MARSHALL AVENUE

S O

L D

I E

M

E

R

O A

D

SITE PLAN

AS-100

+10.88'

+13.53'

RAMP

+10.88'

RAMP

DN

DN

EXISTING

ASPHALT

PAVING

GRAVES

LINE OF

HEADSTONES

EXIST.

600 GA.

FUEL

TANKS

EXIST.

600 GA.

FUEL

TANKS

1/8"=1'-0"

ENLARGED SITE PLAN SHOWING NEW WORK

AS-100

GRAVES

AS-100

EXISTING

STONE WALL

0.40%

+10.72'

+10.92'

+10.76'

EXIST

PAVING

+10.53'

+10.92' +10.92'

+10.92'

+10.64'

EXIST.

PAVING

FLAMMABLE

STORAGE

BUILDING #3301

MAINTENANCE

BUILDING #3001

+11.25'

UP

A

B

B

N

C

A

ATIONAL

EMETERY

DMINISTRATION

01a

INVERT 7.00

01a

INVERT 7.00

01a

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

SITE PLAN NEW WORK KEYED NOTES

A

NEW CONCRETE PAD AND HANDRAIL FOR ADA ACCESS AT EXIT DOOR. SEE A-100 & S-101

FOR DETAILS.

STRIPE CONCRETE FLOOR / ASPHALT PAVING MARKING EXIT ACCESS PATH. 4"

DIAGONAL YELLOW STRIPES.

NEW UNDERGROUND CONCRETE ENCASED DUCT BANK AND HANDHOLE. REFER TO

ELECTRICAL DRAWINGS FOR DETAILS.

REMOVE EXISTING PLANTS. REPAIR TURF AFTER INSTALLING DUCT BANK, TYP.

NEW 4" DIAMETER BOLLARDS, TYP. SEE A-100 FOR DETAILS.

B

C

C

C

C

Y.D. INV. 6.95

RIM 9.75 +/-0.2

Y.D. INV. 7.95

RIM 9.75 +/-0.2

NOTE: ALL GRADES AND FLOOR ELEVATIONS ARE EXISTING, EXCEPT AT NEW

CONCRETE PAD, NEW WORK 'A'.

D

D

D

D

E

E

0 32'16'8'

1/16" = 1'-0"

0 16'8'4'

1/8" = 1'-0"

21'-4"

2'24'

12'-1 1/2"1' 8" 10'-10 1/2" 8" 12'-1 1/2" 1'8"10'-10 1/2" 21'-4"

97'-4"

2'24' 50'

97'-4"

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

GARAGE

606.50 SF

WORK RM

216 SF

WORK RM

221 SF

STORAGE RM

75 SF

STORAGE

43.50 SF

WORK RM

268 SF

CORR.

115 SF

LOCKERS

93 SF

LOUNGE

259 SF

VESTIBULE

32 SF

RESTRM

91 SF

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

RESTRM

75 SF

FLAMMABLE

STORAGE

51.50 SF

7'-2"

GARAGE

606.50 SF

WORK RM

216 SF

WORK RM

221 SF

STORAGE RM

75 SF

STORAGE

43.50 SF

WORK RM

268 SF

CORR.

115 SF

LOCKERS

93 SF

LOUNGE

259 SF

VESTIBULE

32 SF

RESTRM

91 SF

RESTRM

75 SF

DEMOLITION PLANS

FLOOR, CEILING AND ROOF

AD-100

1/4"=1'-0"

FLOOR DEMOLITION PLAN MAINTENANCE BUILDING

AD-100

1/4"=1'-0"

FLOOR DEMOLITION PLAN FLAMMABLE STORAGE BLDG

AD-100

N

1/4"=1'-0"

CEILING DEMOLITION PLAN MAINTENANCE BUILDING

AD-100

FLOOR DEMOLITION PLANS KEYED NOTES

EXISTING AIR CONDITIONING UNIT AND CONCRETE PAD TO REMAIN.

EXISTING GAS METER TO REMAIN.

EXISTING GRAVE SITE LOCATOR TO REMAIN.

SALVAGE EXISTING MICROWAVE AND REINSTALL

REMOVE EXISTING PANTRY FIXTURES, HOOD, HOT PLATE AND CABINETS AS SHOWN.

EXISTING REFRIGERATOR TO REMAIN.

REMOVE EXISTING WOOD DOUBLE DOORS AND HARDWARE. EXISTING WOOD DOOR

FRAME AND TRANSOM TO REMAIN.

REMOVE EXISTING PARTITION AND PLUMBING FIXTURES IN STORAGE ROOM 101.

REPAIR AND PATCH CONCRETE FLOOR WHERE FLOOR FIXTURES ARE REMOVED.

REMOVE EXISTING VCT FLOOR TILES IN WORKROOM 102.

REMOVE EXISTING RUBBER BASE, REPAIR MOISTURE DAMAGE ON WALLS, CLEAN &

PREP WALL FOR PAINT.

REMOVE EXISTING WOOD SHELVES IN FLAMMABLE STORAGE BUILDING. REPLACE

WITH NEW METAL SHELVES. REFER TO DRAWING A-100 FOR INFORMATION.

REMOVE EXISTING DOOR AND FRAME AT FLAMMABLE STORAGE BUILDING.

REPLACE STEEL LINTEL. REFER TO S-101 FOR DETAILS.

CEILING DEMOLITION GENERAL NOTES

REMOVE ALL LIGHT FIXTURES THROUGHOUT AS SHOWN,

INCLUDING INTERIOR LIGHT FIXTURES AND EXTERIOR WALL

SCONCES AND FLOOD LIGHTS. REFER TO ELECTRICAL

DRAWINGS FOR DETAILS.

1.

CEILING DEMOLITION PLANS KEYED NOTES

REMOVE EXISTING 2X2 ACOUSTICAL CEILING TILES AND GRID IN RMS 101 AND 106.

REMOVE EXISTING GWB CEILING IN WORKROOM 102.

EXISTING LIGHT FIXTURES TO BE REMOVED, TYP.

ROOF DEMOLITION PLAN KEYED NOTES

REMOVE EXISTING SYNTHETIC ROOF AND UNDERLAYMENT AT FLAMMABLE

STORAGE BUILDING. REMOVE AND REPLACE EXISTING COPPER FLASHING AND

WOOD FASCIA, SEE DRAWING 6 / A-200 FOR DETAILS.

A-200

A-200

A-200

A-200

A-200

EAST

NORTH

A-200

WEST

A-200

SOUTH

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

1/4"=1'-0"

ROOF DEMOLITION PLAN FLAMMABLE STORAGE BLDG

AD-100

EXIST. PULL

DOWN LADDER

TO ATTIC

16 16

UP

A-200

EXIST. PULL

DOWN

LADDER TO

ATTIC

EXIST. STEEL

ACCESS PANEL

IN CONCRETE

FLOOR

0 8'4'2'

1/4" = 1'-0"

DEMOLITION PLANS GENERAL NOTES

1. COORDINATE THE PROTECTION OF ALL STRUCTURE AND FINISHES TO REMAIN

THROUGHOUT CONSTRUCTION. CONTRACTOR TO REVIEW SCOPE AND

SCHEDULING OF ALL PROTECTION WORK WITH COR, CEMETERY STAFF, AND

SUBCONTRACTORS BEFORE PROCEEDING WITH WORK.

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

CEMPHIMysliD Cloud

CEMPHIMysliD Cloud

CEMPHIMysliD Text Box

PHASE I

CEMPHIMysliD Arrow

CEMPHIMysliD Arrow

CEMPHIMysliD

PHASE II

12'-1 1/2"1' 8" 10'-10 1/2" 8" 12'-1 1/2" 1'8"10'-10 1/2" 21'-4"

97'-4"

2'24' 50'

97'-4"

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

GARAGE

606.50 SF

WORK RM

216 SF

WORK RM

221 SF

STORAGE RM

75 SF

STORAGE

43.50 SF

WORK RM

268 SF

CORR.

115 SF

LOCKERS

93 SF

LOUNGE

259 SF

VESTIBULE

32 SF

RESTRM

91 SF

5'

K-4989-RFRESHMANC_URINALSVITREOUS CHINA

RESTRM

75 SF

FEC

FEC

FEC

FEC

1'-2"

5'-3 1/2"

5'-0"

V

I F

FLAMMABLE

STORAGE

51.50 SF

7'-2"

+/- 11'-3" VIF

12"

EQ. EQ. EQ.EQ.

5'-1 1/4"

EQ.EQ.

FLOOR PLANS

A-100

1/4"=1'-0"

FLOOR PLAN MAINTENANCE BUILDING

A-100

1/4"=1'-0"

FLOOR PLAN FLAMMABLE BUILDING

A-100

N

FLOOR PLAN KEYED NOTES

EXISTING AIR CONDITIONING UNIT AND CONCRETE PAD TO REMAIN.

EXISTING GAS METER TO REMAIN.

EXISTING GRAVE SITE LOCATOR TO REMAIN.

PROVIDE NEW RUBBER BASE, AND RE-PAINT WALLS WHERE WATER DAMAGE OCCURRED.

COLORS TO MATCH EXISTING. P-2, SEE FINISH SCHEDULE.

REINSTALL EXISTING REFRIGERATOR.

NEW PANTRY. SEE DRAWING A-102 FOR DETAILS.

PROVIDE NEW MOP SINK AND FAUCET. SEE A-102 PLUMBING FIXTURE SCHEDULE AND

PLUMBING DRAWINGS FOR SPECIFICATIONS.

PROVIDE NEW 12"X12" VCT IN WORKROOM 102.

NEW WOOD DOORS

CLEAN STEEL LINTEL FOR REPAINTING. REMOVE ANY RUST, LOOSE OR PEELING PAINT.

COLOR TO MATCH EXISTING, P-1.

NEW INDUSTRIAL METAL SHELVES. APPROXIMATE DIMENSIONS: 45" W X 67" H X 12" D.

COORDINATE WITH AND OBTAIN APPROVAL FROM CEMETERY STAFF.

STRIPE EGRESS PATH ON FLOOR, SEE AS-100 FOR EXTERIOR EGRESS PATH. 4" DIAGONAL

YELLOW COLOR.

NEW EXTERIOR CONCRETE PAD AND HANDRAIL. SEE 3 / S-101 FOR CONCRETE DETAILS.

CLEAN AND PREPARE CONCRETE FLOOR SURFACE FOR REPAIR AND RE-FINISH. REMOVE

UNSOUND OR FLAKING CONCRETE AND PATCH WITH PATCHING MORTAR. FILL CRACKS

WITH EPOXY ADHESIVE. APPLY EPOXY SEALER FINISH. SEE SPECIFICATIONS FOR DETAILS.

NEW HM DOOR, FRAME AND LINTEL.

NEW 4" DIA. BOLLARDS.

PORTABLE FIRE EXTINGUISHER WITH CABINET, CLASS A-B-C, 5 LBS. UL RATING 3A;40B;C

RE-PAINT GARAGE DOOR WOOD FRAME

RE-PAINT WOOD DOOR & FRAME. PROVIDE ALUMINUM TRANSITION STRIP FOR VCT AT

DOOR THRESHOLD. SEE DRAWING 8 / A-102 FOR DETAILS.

A-200

A-200

A-200

A-200

A-200

DN

EAST

NORTH

A-200

WEST

A-200

SOUTH

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

A-102

1/2"=1'-0"

HANDRAIL ELEVATION

A-100

3"=1'-0"

HANDRAIL DETAIL

A-100

1 1/4" DIA. TOP AND END

RAILS

1" DIA. POSTS, TYP.

1.75%

SLOPE

+10.92'

+11.25'

UP

A-100

+10.92'

+10.98'

VCT-1

RB-1

RB-1

1 1/4"

HANDRAIL NOTES:

USE ALL SCHEDULE 40 STEEL PIPES, HOT DIP

GALVANIZED FOLLOWING WELDING AND GRINDING.

ALL FIELD ATTACHMENTS TO BE MADE BY

MECHANICAL FASTENERS - NO FIELD WELDING.

3/4"=1'-0"

BOLLARD DETAIL

A-100

6"

4" DIA. STEEL PIPE

FILLED WITH

CONCRETE

FINISH GRADE

CONCRETE

FOOTER

BOLLARD NOTES:

4" DIA. GALVANIZED SCHEDULE 40 STEEL PIPE

WITH FACTORY PRIMED FINISH. APPLY TWO (2)

COATS OF EXTERIOR ALKYD SEMI-GLOSS PAINT,

SAFETY YELLOW.

EXTERIOR USE

ANCHORING

CEMENT

SLEEVE

PROVIDE 'UNISTRUT'

CHANNEL SYSTEM FOR

MOUNTING LED LIGHTING, OR

EQUAL. SECURE TO ROOF

FRAMING WITH 1/2" DIA.

GALVANIZED STEEL RODS.

NEW SUSPENDED

LINEAR LED

FIXTURES

1/4"=1'-0"

GARAGE SECTION

A-100

0 8'4'2'

1/4" = 1'-0"

3"

ACTIVE LEAF

P-1

EXTEND HANDRAIL 12" BEYOND BEGINNING OF RAMP

1" DIA. RAILS, TYP.

1 1/4" DIA. TOP RAIL

2"

1" DIA. POSTS

1" DIA. PIPE RAIL

6"

CROWN

CONCRETE FILL

AT TOP

EXISTING

ASPHALT

PAVEMENT

1/4" JOINT SEALANT

ALL AROUND

1/2"=1'-0"

HANDRAIL ELEVATION

A-100

3A

1 1/4" DIA. TOP RAIL

1" DIA. POSTS, TYP.

1" DIA. RAILS, TYP.

1" DIA. PIPE RAIL

EXTERIOR BRICK WALL

SECURE RAILINGS

TO WALL.

PROVIDE 3" DIA.

COVER FLANGE

18 18

EXISTING

STEEL ACCESS

PANELS IN

CONCRETE

FLOOR

NOTE: ALL GRADES AND FLOOR ELEVATIONS ARE EXISTING, EXCEPT AT NEW

CONCRETE PAD, SEE FLOOR PLAN KEYED NOTE NO. 13.

NEW FLOOR PLAN GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES

AND SHALL BE CONSIDERED AS CLEAR OPENINGS UNLESS

NOTED OTHERWISE.

4. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER

MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR

INSTALLATION OF WALL MOUNTED ACCESSORIES.

6. ALL SUBSURFACES SHALL BE PROPERLY PREPARED BEFORE

APPLICATION OF FINISHES. CONTRACTOR SHALL ASSUME

RESPONSIBILITY FOR SUBSTRATE CONDITIONS WHERE

FINISHES ARE APPLIED.

12'-1 1/2"1' 8" 10'-10 1/2" 8" 12'-1 1/2" 1'8"10'-10 1/2" 21'-4"

97'-4"

2'24' 50'

97'-4"

GARAGE

606.50 SF

WORK RM

216 SF

WORK RM

221 SF

STORAGE RM

75 SF

STORAGE

43.50 SF

WORK RM

268 SF

CORR.

115 SF

LOCKERS

93 SF

LOUNGE

259 SF

VESTIBULE

32 SF

RESTRM

91 SF

A1 A1

A1

A1

A2

A2 A2

B

B

B

B B

C

E

E

E

F

EMX

EMX

EM

EM

EX

EX

EX

EM

EX

EX

EX

B B B

D D D

RESTRM

75 SF

B

A1

A1

F FF

8'-4" 8'-4"

E Q

EQ.EQ.

6'-0"

EQ. EQ.

6'-9 1/2" 6'-9 1/2"

EQ. EQ.

E Q

FLAMMABLE

STORAGE

51.50 SF

7'-2"

G

E

REFLECTED CEILING PLANS

A-101

1/4"=1'-0"

REFLECTED CEILING PLAN MAINTENANCE BUILDING

A-101

1/4"=1'-0"

REFL. CLNG PLAN FLAMMABLE STORAGE BUILDING

A-101

N

CEILING PLAN KEYED NOTES

CEILING PLAN GENERAL NOTES

1.

NOTE: REFER TO ELECTRICAL DRAWINGS FOR

LIGHTING SPECIFICATIONS AND ATTIC LIGHT FIXTURES.

PROVIDE NEW INTERIOR AND EXTERIOR LIGHT FIXTURES THROUGHOUT.

REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

INSTALL NEW 2X2 ACOUSTICAL CEILING TILES AND GRID.

INSTALL NEW 5/8" TYPE X GWB CEILING AND PAINT, P-3, SW 7007 CEILING BRIGHT WHITE.

EXISTING PULL DOWN LADDER TO ATTIC.

REPAIR OR PATCH ANY DAMAGED GWB CEILING. SAND SMOOTH AND PAINT TO MATCH

EXISTING COLOR.

REPAIR AND PATCH STAINED / CRACKED EXISTING CEILING FINISH WITH PATCHING

COMPOUND. SAND SMOOTH AND PAINT, MATCH EXISTING COLOR.

CLEAN ROOF SHEATHING AND WOOD FRAMING, PREP SURFACE AND PAINT, P-3, SW 7007

CEILING BRIGHT WHITE.

A-200

A-200

A-200

A-200

A-200

EAST

NORTH

A-200

WEST

A-200

SOUTH

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

A-100

ACT-1

ACT-1

LIGHT FIXTURE SCHEDULE

SYMBOL

A1

B

D

E

F

C

H

TYPE

16" ROUND LED

7.25" ROUND

DOWNLIGHT

EXTERIOR LED WALL

SCONCE

EXTERIOR LED

WALLPACKS

G

LINEAR LED

WASHDOWN

13E LED

EMERGENCY AND EXIT

COMBINATION

EMX

EMERGENCY LIGHT

EM

A2

EXIT LIGHT

EX

8' LINEAR LED

8' LINEAR LED

4' LINEAR LED

0 8'4'2'

1/4" = 1'-0"

P-3

C

L

C

L

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AutoCAD SHX Text F

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PRIME CONSULTANT

V

I F

9"

3'-0" 2'-0"

6"

1'-9" 9" 9"

6"

V

I F

2'-6" VIF

5'-0" VIF

1'-6"

V

I F

5'-0" VIF

2" 2"

2'-6"

V

I F

2'-10" VIF

RECEPTACLE

2 1/2" MIN.

SWITCH

M

A X

EXIT

E Q

E

Q

C E

I L

I N

G

H

E I G

H T

EXIT SIGN

M

A X

M

A X

FIRE

EXTINGUISHER

FIRE

EXTINGUISHER

CABINET

DETAILS & SCHEDULES

A-102

3/4"=1'-0"

PANTRY ELEVATION

A-102

3/4"=1'-0"

PANTRY SECTIONS

A-102

1/2"=1'-0"

PANTRY LAYOUT

A-102

1/2"=1'-0"

DOOR TYPES

A-102

A-102

A-102

A

EXISTING WOOD FRAME AND

TRANSOM TO REMAIN.

STRIP EXISTING PAINT, CLEAN

AND PREP SURFACES FOR PAINT.

MATCH EXISTING COLORS.

NEW SOLID CORE

WOOD DOORS WITH

VISION PANELS

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

1/8" CLEAR

TEMPERED GLASS

A-102

B

A-102

A

A-102

B

1/2"=1'-0"

FRAME TYPES

A-102

DOOR SCHEDULE

DOOR

NO.

WIDTH (IN)

3'-0" / 2'-0" 6'-8"

THICK. JAMB

1-3/4"

HEAD

FIRE

RATING

COMMENTS

1-3/4"

EXIST.

J-2

TYPE

F-1

F-2

2'-6" 6'-0"

MATERIAL

WOOD

HM

THRSHLD

EXIST.

T-1

H-2

DOOR FRAME

MATERIAL

WD

HM

HRDW

SET

HW 20

HW 7

HT (IN)

3"=1'-0"

DOOR DETAILS

A-102

2"

BACKER ROD

& SEALANT,

BOTH SIDES

BACKER ROD

& SEALANT

GROUT

GROUT

EXISTING

BRICK

WALL

EXISTING BRICK WALL

GALVANIZED STEEL

LINTEL, SEE S-101

PL-1

PL-1

PL-1

PL-1

RB-1RB-1

SS-1

A B

A

B

F-1 F-2

J-2

H-2

JAMB

ANCHOR, 3

PER JAMB

POWDER COAT FINISH, MATCH EXISTING DOOR COLOR

HARDWARE FINISHES TO BE 613 BRONZE, UNLESS OTHERWISE NOTED

FINISH LEGEND

FINISH

NO.

MANUFACTURER

DESCRIPTION

PRODUCT NO. / COMMENTS / LOCATION

PAINT

SHERWIN WILLIAMS

PAINT

SHERWIN WILLIAMS

P-1

P-2

INTERIOR LATEX SEMI-GLOSS PAINT, MASONRY SUBSTRATE, MATCH EXISTING

COLOR OR AS NOTED ON DRAWING

NOTE: SPECIFICATIONS ARE BASIS OF DESIGN ONLY.

RB-1 RUBBER BASE

VINYL COMPOSITION TILE

JOHNSONITE 4" RUBBER COVE BASE, MATCH EXISTING COLOR

ARMSTRONG

PREMIUM EXCELON, 12IN X 12IN

CROWN TEXTURE - 5C802 SILVER GREEN & 5C234 SILK

EXTERIOR ALKYD SEMI-GLOSS PAINT METAL SURFACES, MATCH EXISTING COLOR

ACOUSTICAL CEILING TILE

ARMSTRONG

ARMATUFF SQUARE LAY-IN COARSE TEXTURE, 24" X 24" X 3/4"

15/16" SUSPENSION SYSTEM, PRELUDE

SS-1

PL-1

SOLID SURFACE

PLASTIC LAMINATE

WILSONART

WILSONART

BURNT AMBER MIRAGE 9040MG

DESIGNER WHITE D354-60

PLUMBING FIXTURES SCHEDULE

SYMBOL

DESCRIPTION

QTY

UTILITY SINK

UTILITY FAUCET

NOTES:

1. REFER TO PLUMBING DRAWINGS FOR SPECIFICATIONS

KITCHEN SINK

KITCHEN FAUCET

PAINT

SHERWIN WILLIAMS

P-3

INTERIOR LATEX EGGSHELL PAINT, MATCH EXISTING COLOR OR AS NOTED ON

DRAWING

ACT-1

VCT-1

5'-0"

3'-9"

SS-1

SOLID CORE WOOD DOORS FACTORY PRIMED FINISH. PAINT BOTH SIDES TO MATCH EXISTING COLORS

HARDWARE FINISHES TO BE 613 BRONZE, UNLESS OTHERWISE NOTED

P-4

PL-1

P-3

P-3

FINISH SCHEDULE NOTES:

1. MANUFACTURER’S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES AND PATTERNS. PRODUCTS OF OTHER MANUFACTURER’S EQUIVALENT TO

COLORS, FINISHES, TEXTURES AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS

OF TECHNICAL SPECIFICATIONS WILL BE ACCEPTABLE UPON APPROVAL IN WRITING BY CONTRACTING

OFFICER FOR FINISH REQUIREMENTS.

2. SUBMIT IN ACCORDANCE WITH SECTION 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, PROVIDE QUADRUPLICATE SAMPLES FOR COLOR APPROVAL OF MATERIALS AND FINISHES SPECIFIED.

3. COLOR SCHEDULE: SUBMIT FULL COLOR SCHEDULE INCLUDING MANUFACTURERS INTENDING TO BE

PROVIDED FOR PROJECT, WITH EQUIVALENT COLORS TO SELECTIONS INDICATED.

4. REFER TO PAINT SPECIFICATIONS FOR SUBSTRATE REPAIR / PREPARATIONS AND PRIMER / COATING

SPECS.

1/2"=1'-0"

TYPICAL MOUNTING HEIGHTS

A-102

0 4'2'1'

1/2" = 1'-0"

NOTE: VERIFY ALL EXISTING OPENINGS IN FIELD. NOTIFY ARCHITECT OF DISCREPANCIES

IMMEDIATELY.

SS-1

S.S.

KICKPLATES

TYPE

A

B

PAINT

SHERWIN WILLIAMS

P-4

EXTERIOR LATEX SEMI-GLOSS PAINT, WOOD SUBSTRATE

PUSH/PULL

PLATE

1 1/2"=1'-0"

DOOR LOUVER DETAIL

A-102

4A

A-102

4A

LOUVER WITH

INSECT

SCREEN

DOOR

3"=1'-0"

THRESHOLD

A-102

T-1

VCT

PROVIDE 'NGP NATIONAL

GUARD TRANSITION STRIP

8132', SLIP REISTANT SIA

FINISH, OR EQUAL.

2"

CONCRETE

FLOOR

EXTERIORINTERIOR

PROVIDE THRU-WALL

COPPER FLASHING

WEEP HOLES AT 24" O.C.

CENTERED OVER DOOR

DRIP EDGE

SEALANT & BACKER ROD

FINISH SCHEDULE

ROOM

FLOOR BASE CEILING WALLS

REMARKS

MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH

101 EXIST. EXIST. EXIST. EXIST. ACT-1 -- EXIST. P-3

102 VCT-1 -- RB-1 -- GWB P-3 EXIST. EXIST.

RE-PAINT WOOD DOOR AND FRAME,

SEE 1/A-100

103 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. EXIST.

104 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. EXIST.

RE-PAINT WOOD SUPPORT FRAME

FOR GARAGE DOORS

105 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. EXIST.

RE-PAINT WOOD SUPPORT FRAME

FOR GARAGE DOORS

106 EXIST. EXIST. EXIST. EXIST. ACT-1 -- EXIST. EXIST.

107 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. P-3

108 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. P-3

109 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. EXIST.

110 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. P-2

111 EXIST. EXIST. EXIST. EXIST. EXIST. P-3 EXIST. P-2

ROOM

ROOM

1'-0"

SS-1

AutoCAD SHX Text

LAMINATE FINISH CABINET

AutoCAD SHX Text

ADA SINK W/FAUCET

AutoCAD SHX Text

6" SOLID SURFACE BACK SPLASH

AutoCAD SHX Text

RUBBER BASE

AutoCAD SHX Text

MICROWAVE

AutoCAD SHX Text

REMOVABLE PLAM PANEL WITH GROMMET SCREW FASTENERS (4) & CLIP ANGLES

AutoCAD SHX Text

LAMINATE FINISH CABINET

AutoCAD SHX Text

REMOVABLE PLAM PANEL WITH GROMMET SCREW FASTENERS (4) & CLIP ANGLES

AutoCAD SHX Text

PLAM FINISH AT EXPOSED SURFACES, TYP.

AutoCAD SHX Text

NEW GFI OUTLET

AutoCAD SHX Text

ADA LEVER KITCHEN FAUCET

AutoCAD SHX Text

ADA SS SINK, SEE SPECIFICATIONS

AutoCAD SHX Text

CONCEALED THRU WALL WASTE DRAIN

AutoCAD SHX Text

PLAM PANEL

AutoCAD SHX Text

4" RUBBER BASE

AutoCAD SHX Text

REMOVABLE PLAM PANEL WITH GROMMET SCREW FASTENERS (4) & CLIP ANGLES

AutoCAD SHX Text

PLAM FINISH AT EXPOSED SURFACES, TYP.

AutoCAD SHX Text

1/4" DULL CHROME WIRE PULLS, TYP.

AutoCAD SHX Text

RUBBER BASE

AutoCAD SHX Text

SOLID SURFACE COUNTERTOP & FRONT EDGE ON 3/4" MDF BASE

AutoCAD SHX Text

1/4" DULL CHROME WIRE PULLS, TYP.

AutoCAD SHX Text

1/4" DULL CHROME WIRE PULLS, TYP.

AutoCAD SHX Text

2 ADJUSTABLE PLAM SHELVES

AutoCAD SHX Text

MICROWAVE

AutoCAD SHX Text

ADJUSTABLE PLAM SHELVES

AutoCAD SHX Text

REINSTALL EXISTING MICROWAVE

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PRIME CONSULTANT

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CONSULTANTS

CEMPHIMysliD

THE CONTRACTOR SHALL RE-KEY THE ENTIRE BUILDING TO A MASTER KEY SYSTEM. THIS INCLUDES THE NEW DOORS AND ALL EXISTING DOORS AS WELL AS THE FSOB.

8"

8"

8"

8" 1

MAINTENANCE & FLAMMABLE

STORAGE BUILINGS

ELEVATIONS

A-200

ELEVATION KEYED NOTES

NOT USED.

NOT USED.

NEW SYNTHETIC SLATE ROOF AND UNDERLAYMENT. BASIS OF DESIGN SHALL BE 'ENVIROSLATE'

REFER TO SPECIFICATIONS FOR PRODUCT DETAILS.

REPLACE WOOD FASCIA AND COPPER FLASHING TO MATCH EXISTING. PAINT WOOD FASCIA, COLOR

TO MATCH EXISTING.

PROVIDE NEW STEEL LINTEL, HOLLOW METAL FRAME AND DOOR. SEE A-102 FOR DOOR DETAILS &

S-101 FOR LINTEL DETAIL.

REPOINT +/- 50% OF INTERIOR & EXTERIOR BRICK WALLS AT FLAMMABLE STORAGE BUILDING.

RAKE OUT AND REPOINT DETERIORATED OR CRACKED JOINTS, JOINTS WITH HOLES, OR CRACKS

MORE THAN 1/16" IN WIDTH. REFER TO SPECIFICATIONS FOR ADDITIONAL CRITERIA. PREVENT

MORTAR FROM STAINING FACE OF SURROUNDING MASONRY AND OTHER SURFACES.

DO NOT RAKE OUT AND REPOINT JOINTS WHERE NOT REQUIRED.

NEW EXTERIOR LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR DETAILS.

NORTHEAST WEST

SOUTH

1/4"=1'-0"

FLAMMABLE STORAGE BUILDING EXTERIOR ELEVATIONS

A-200

N

C

A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2018, TIER4 DESIGN, LLC.

FINAL CONSTRUCTION DOCUMENTS - r1 - ISSUED FOR CONSTRUCTION

WALKER FEDERAL SERVICES, LLC.

7820B WORMANS MILL ROAD

SUITE 162

FREDERICK, MARYLAND 21701

MAINTENANCE BUILDING &

FLAMMABLE STORAGE

BUILDING RENOVATIONS

HAMPTON NATIONAL CEMETERY

849-NRM18-04

3001 & 3301 FW CL

01/23/2019

W2W DESIGN STUDIO, LLC

8917 SHADY GROVE COURT

GAITHERSBURG, MD 20877

1"=1'-0"

FLAMMABLE STORAGE ROOF DETAIL

A-200

REMOVE AND REPLACE

EXISTING SYNTHETIC ROOF

AND UNDERLAYMENT

REMOVE AND REPLACE EXISTING

COPPER FLASHING. USE 16 OZ.

COPPER, MATCH EXISTING

CONSTRUCTION AND PROFILE..

REMOVE AND REPLACE EXISTING

FIR WOOD FASCIA AND PAINT.

MATCH EXISTING PROFILE AND

COLOR, P-4.

A-200

A-200

ELEVATION GENERAL NOTES

1. NO WORK IS PROPOSED FOR MAINTENANCE BUILDING EXTERIOR WALLS OR ROOF.

EXISTING DOUBLE

WYTHE BRICK

WALL

1/4"=1'-0"

FLAMMABLE STORAGE BUILDING INTERIOR ELEVATIONS

A-200

EAST NORTH WEST SOUTH

06 06 060606

1/4"=1'-0"

MAINTENANCE BUILDING SOUTH ELEVATION

A-200

1/4"=1'-0"

MAINTENANCE BUILDING NORTH ELEVATION

A-200

1/4"=1'-0"

MAINTENANCE BUILDING EAST ELEVATION

A-200

C

L

C

L

C

L

C

L

0 4'2'1'

1/2" = 1'-0"

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PRIME CONSULTANT

ELECTRICAL SYMBOLS ELECTRICAL ABBREVIATIONS

FLUORESCENT OR INCANDESCENT OR LED LIGHTING

FIXTURE.

WALL MOUNTED LIGHTING FIXTURE.

WALL MOUNTED DUAL HEAD BATTERY POWERED

EMERGENCY LIGHTING FIXTURE.

SINGLE FACE EXIT LIGHTING FIXTURE.

SINGLE POLE TOGGLE SWITCH - 20 AMP, 120V OR

277V, M.H. 48" AFF, UON.

THREE WAY TOGGLE SWITCH - 20 AMP, 120V OR 277V,

M.H. 48" AFF, UON.

LIGHT SWITCH WITH BUILT-IN OCCUPANCY SENSOR.

OCCUPANCY SENSOR

SINGLE/DUPLEX GROUNDING TYPE RECEPTACLE - 20

AMP, 120 VOLT, NEMA 5-20R, M.H. 48" AFF, UON.

DOUBLE DUPLEX GROUNDING TYPE RECEPTACLE - 20

AMP, 120 VOLT, NEMA 5-20R, M.H. 48" AFF, UON.

QUADRUPLEX GROUNDING TYPE RECEPTACLE - 20 AMP,

120 VOLT, NEMA 3R, M.H. 48" AFF, UON.

DUPLEX WEATHER PROOF RECEPTACLE WITH GROUND

FAULT CIRCUIT INTERRUPTER PROTECTION - 20 AMP,

120 VOLT, NEMA 5-20R, M.H. 42" AFF, UON.

DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT

INTERRUPTER PROTECTION - 20 AMP, 120 VOLT, NEMA

5-20R, M.H. 48" AFF, UON.

SPECIAL WELDING RECEPTACLE - 30 AMP, 120 VOLT,

M.H. 48" AFF, UON.

TELEPHONE OUTLET - WALL MOUNTED, M.H. 48" AFF,

UON.

DATA OUTLET - WALL MOUNTED, M.H. 48" AFF, UON.

FLOOR MOUNTED DATA OUTLET.

TELEPHONE/DATA OUTLET - WALL MOUNTED, M.H. 18"

AFF, UON. PROVIDE 1" EC FROM THE OUTLET TO 6"

ABOVE FINISHED CEILING AND TERMINATE WITH 90°

BEND AND INSULATED BUSHING.

CEILING MOUNTED DUPLEX GROUNDING TYPE

RECEPTACLE - 20 AMP, 120 VOLT, NEMA 5-20R.

FLOOR MOUNTED RECEPTACLE - 20 AMP, 120 VOLT.

CABLE TV OUTLET.

DISCONNECT SWITCH, AMP, VOLT, POLES.

FUSED DISCONNECT SWITCH, FUSE SIZE AS INDICATED

ON DRAWING.

COMBINATION MOTOR STARTER WITH DISCONNECT

SWITCH

ELECTRIC MOTOR

FIRE ALARM MANUAL PULL STATION, M.H. 48" AFF.

FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE, M.H. 96" AFF.

FIRE ALARM VISUAL ONLY SIGNAL DEVICE, M.H. 96" AFF.

SMOKE DETECTOR

DUCT SMOKE DETECTOR - PROVIDED UNDER DIVISION

15 AND WIRED UNDER DIVISION 16.

PANELBOARD

JUNCTION BOX, PULL BOX WALL/CEILING MOUNTED

LINE BREAK.

TRANSFORMER NUMBER INDICATES RATING IN kVA

GENERATOR.

EXIT SIGN

BUSWAY, BUSDUCT

POWER QUALITY METERING

MULTIFUNCTION RELAY

CIRCUIT BREAKER CONTROL SWITCH

TRIP CIRCUIT MONITORING

TEST SWITCH

PORTABLE FIRE EXTINGUISHER

BRANCH CIRCUIT CONDUIT AND WIRING WITH A

DEDICATED EQUIPMENT GROUND WIRE, CONCEALED IN

WALL OR CEILING. CROSSMARKS AND NUMERALS

INDICATE NUMBER AND SIZE OF CONDUCTORS. SHOWN

ONLY WHERE REQUIRED FOR CLARITY.

BRANCH CIRCUIT CONDUIT AND WIRING WITH A

DEDICATED EQUIPMENT GROUND WIRE, CONCEALED

UNDER GROUND OR UNDER SLAB. CROSSMARKS AND

NUMERALS INDICATE NUMBER AND SIZE OF

CONDUCTORS, AND SHOWN ONLY WHERE REQUIRED

FOR CLARITY.

HOMERUN WIRING WITH A DEDICATED EQUIPMENT

GROUND WIRE TO THE REFERENCED PANELBOARD.

ARROW HEADS AND NUMERALS INDICATE THE CIRCUIT

NUMBERS.

GROUND

CONDUIT DOWN OR AWAY

CONDUIT UP OR TOWARD VIEWER

CONDUIT, STUBBED AND CAPPED AS SHOWN

GROUND GRID CABLE

UNDERGROUND ELECTRIC

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,

3 POLE UON.

FUSE - RATING INDICATED

DRAWOUT CIRCUIT BREAKER

DRAWOUT CIRCUIT BREAKER

DELTA CONNECTION, THREE PHASE

DELTA CONNECTION, SINGLE PHASE

WYE CONNECTION - UNGROUNDED, GROUNDED,

THREE PHASE

WYE CONNECTION - UNGROUNDED, GROUNDED,

SINGLE PHASE

PRESSURE INDICATING TRANSMITTER

NEON GLOW TUBE, ONE PER PHASE

ELECTRICAL INTERLOCK

KEY INTERLOCK

FUSED SWITCH, MEDIUM VOLTAGE

SURGE ARRESTER/LIGHTNING ARRESTER

GROUND ROD

DRY CONTACTS - NO, NC

GROUND

POTENTIAL TRANSFORMER

TRANSFORMER

CURRENT TRANSFORMER,

NUMBER INDICATED

CORE BALANCE CURRENT TRANSFORMER

EXISTING, NEW ELECTRIC MANHOLE

OR HANDHOLE AND NUMBER

INTERLOCKED RECEPTACLE WITH

DISCONNECT SWITCH

FIELD PHOTOGRAPH

TERMINATION

GROUNDING RESISTOR

VOLTME…