GCC-C B2260-047 Project Drawings 2023-07-27.pdf

PDF 17 MB Posted Jan 16, 2024

Attached to: Construct Monumental Sign - Daniel Technology Center at New River Community College PC#260-B2260-047
Solicitation number: 52912
Issued by: Culpeper County, Virginia

About this file

Written by GovTribe AI · Aug 20, 2024

This document appears to be a set of project drawings for a contract opportunity issued by the Government Contracting Center (GCC) under Contract # B2260-047. The project involves the construction or renovation of government facilities and is open to bidders. The drawings provide details on the required work and specifications. No additional information is provided on the full scope of services, response dates, site visits, or contract term.

The document does not contain details on pricing, set asides, incumbents, funding sources, or other salient contract information. Only the project drawings themselves are included, without any supplemental documentation.

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Other files

File	Type	Posted
PRELIMINARY Bid Tabulation Sheet	—	Jan 16, 2024
GCC-C B2260-047 Project Manual 2023-07-27.pdf	PDF	Jan 16, 2024
GCC-C 260-B2260-047 L21GC235 - CO-9-1-a Notice of Award Talley Sign Company 2024-02-19	—	Jan 16, 2024
GCC-C B2260-047 Notice of Invitation for Bids.pdf	PDF	Jan 16, 2024
GCC-C 260-B2260-047 Addendum 01 2024-01-16.pdf	PDF	Jan 16, 2024

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GERMANNA COMMUNITY COLLEGE

DANIEL TECHNOLOGY CENTER -

MONUMENTAL SIGN

RRMM ARCHITECTS, PC

ARCHITECTURE / PLANNING / INTERIORS

VICINITY MAP CONSULTANTS OWNER LOCATION MAP

CIVIL ENGINEERING

Lynch Mykins

STRUCTURAL ENGINEERING

1519 Summit Avenue, Suite 101 Richmond, VA 23230 804-346-3935

Thompson Consulting Engineers

MEP ENGINEERING

4323 Cox Road Glen Allen, Virginia 23060 804-309-3155

GERMANNA COMMUNITY COLLEGE

18121 Technology Drive Culpeper Virginia, 22701

P: 540-891-3000

SITE

1317 Executive Boulevard, Suite 200 Chesapeake, VA 23320

(757) 622-2828

28 Church Avenue SW Roanoke, VA 24011

(540) 344-1212

1 Research Court, Suite 450 Rockville, MD 20850

(240) 403-4101

2900 South Quincy Street, Suite 710 Arlington, VA 22206

(703) 998-0101

115 South 15th Street, Suite 202 Richmond, VA 23219

(804) 277-8987

VCCS PROJECT NUMBER:

B2260-047

DEB PN: 260-B2260-047 RRMM PN: 19284-50

BUILDING CODE DESIGN SUPPORTING DATA

PROJECT BASIC DESCRIPTION

THE PROJECT INCLUDES CONSTRUCTION OF A NEW MONUMENTAL SIGN AND POWER

SUPPLY/LIGHTING.

A. APPLICABLE CODES

1. BUILDING CODES:

CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL (CPSM) 2022, REV 1

ISSUED 2/14/23

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) 2018

VIRGINIA CONSTRUCTION CODE (VCC) - VUSBC PART I

VIRGINIA ENERGY CONSERVATION CODE (VECC) 2018

VECC COMPLIANCE PATH:

IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC), THE

BUILDING SHALL COMPLY WITH VECC SECTIONS C402 THROUGH C405 AND

C408, AS APPLICABLE.

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - ACI 318, 2014

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - ASCE 7, 2016

2. ACCESSIBILITY CODE:

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ASAD) DATED SEPTEMBER 15,

2010 ICC/ANSI 117.1 - 2009

2009 INTERNATIONAL ENERGY CONSERVATION CODE - NEW CONSTRUCTION (TABLE

301.1)_

CULPEPER COUNTY, VIRGINIA. CLIMATE ZONE 4A

STRUCTURAL LOADING INFORMATION

WIND LOADS

ULTIMATE DESIGN WINDOW SPEED (VULT) 112 MPH

EXPOSURE CATEGORY B

COMPONENT AND CLADDING PRESSURES

SOLID SIGN 28.6 PSF

SEISMIC LOADS:

SITE CLASSIFICATION D

SEISMIC DESIGN CATEGORY B

IMPORTANCE FACTOR (IF) 1.0

SPECTRAL RESPONSE ACCELERATIONS:

SS......................0.19 S1......................0.05

SMS....................0.304 SM1....................0.12

SDS....................0.203 SD1....................0.08

ASBESTOS DISCLOSURE STATEMENT

FOR NEW CONSTRUCTION:

1. NO ASBESTOS CONTAINING MATERIALS SHALL BE USED ON THIS

PROJECT.

Lic. No. 5269

DAN H. HICKOK JR.

T E C

O M M O

N W E

A L FO

A N I

G I

I V

RRMM

ARCHITECTS, PC

D A

T E

D R

A W

P R

O J E

C T

D E

N E

C H

E C

K E

(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

M A

R K

R E

D A

T E

B Y

D E

S C

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4' 0' 4' 8' 16'

3/32 = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 2' 4' 6'

1/4" = 1'-0"

0' 1' 2' 4'

3/8" = 1'-0"

3' 0' 1' 2' 3'

1/2" = 1'-0"

6" 0' 1' 2'

3/4" = 1'-0"

6" 0' 6" 1' 1.5'

1" = 1'-0"

3" 9" 0' 3" 6" 1'

1 1/2" = 1'-0"

9" 0' 2" 4" 6"

3" = 1'-0"

5"3"1" 0' 1" 2" 3"

6" = 1'-0"

0' 1" 1.5"

12" = 1'-0"

SHEET

P R

O J E

C T

D R

A W

1 2 3 4 5 6

/1 /2

M A u to d e s k D o c s /1

-5

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E x te ri o r

S ig n /1

-5 v

C C

C u lp e p e r E x te ri o r S ig n

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G-001

-5

A R

L E

S H

E E

G E

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A N

N A

C O

M M

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C O

L L E

G E

D A

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H N

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Y C

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-B

-0

T e c h n o lo g y D r C u lp e p e r, V A

SHEET INDEX

Sheet Number Sheet Title DISCIPLINE

PROJECT TITLE SHEET

G-001 TITLE SHEET PROJECT TITLE

SHEET

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL INFORMATION ARCHITECTURAL

A-101 SITE PLAN ARCHITECTURAL

A-102 ELEVATIONS AND SECTIONS ARCHITECTURAL

ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS, RISER

AND SCHEDULE

ELECTRICAL

E-002 SPECIFICATIONS ELECTRICAL

E-003 SPECIFICATIONS ELECTRICAL

E-101 ELECTRICAL LEGEND, ABBREVIATIONS AND

ELECTRICAL SITE PLAN

ELECTRICAL

GENERAL NOTES

1. ALL WORK SHALL INCLUDE ALL LABOR, ASSEMBLIES AND FINISH WORK, INCLUDING ALL PARTS AND

MATERIALS NECESSARY TO MAKE A COMPLE AND WORKMANLIKE JOB.

2. ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS SHALL BE CLARIFIED WITH TEH OWNER'S REPRESENTATIVE AND ARCHTIECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

3 THE WORK SHALL BE PERFORMED INSTRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND

LOCAL CODES AN ORDINANCES. REFER ANY QUESTIONS TO THE CLIENT REPRESENTATIVES AND

PROFESSIONAL REPRESENTATIVES FOR RESOLUTION PRIOR TO PROCEEDING

4. THE AGENCY SHALL SECURE AND PAY FOR ALL PERMITS, FEES, LICENSES ADN INSPECTIONS

NECESSARY FOR A PROPER COMPLETION OF ALL WORK REQUIRED BY TEH DOCUMENTS.

5. ALL CONTRACTORS SHALL VISIT THE PORJECT SITE TO FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTEING A BID, THE CONTRACTOR AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISTIED THE SITE AND HAVE INCLUDE IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED DUE TO EXISTIN SITE CONDITIONS.

6. GC TO VERIFY EXISTING CONDITIONS AND REPORT DIFFERENCES BETWEEN THESE DOUCMENTS AND

ACTUAL FIELD CONDITIONS TO THE ARCHITECT FOR RESOLUTION.

7. CONTRACTOR SHALL FIELD MEASURE ALL DISTANCES AND CLEARANCES PRIOR TO COMMENCEMENT OF NEW WORK OR ORDERING MATERIALS. ANY DEVIATIONS TO THE CONTRACT DOCUMENTS SHALL BE REPORTED TO OWNER REPRESENTATIVE AND PROFESSIONAL REPRESENTATIVE PRIOR TO PROCEEDING WITH THAT PORTION OF WORK. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS OR SIZES. VERIFY ALL

DIMENSIONS IN THE FIELD.

8. PRIOR TO PROCEEDING WITH ANY WORK THAT MAY RESULT IN ADDITIONAL COST OR ADDITIONAL TIME TO THE PROJECT THE CONTRACTOR SHALL DETERMINE THE ADDITIONAL COST OR TIME (OR IF EXACT COST OR TIME CANNOT BE DETERMINED, THE CONTRACTOR SHALL MAKE HIS MOST REASONABLE ESTIMATE AND AN ESTIMATE OF THE WORST CASE) AND SUBMIT THE ADDITIONS TO THE CLIENT REPRESENTATIVE FOR APPROVAL, SHOULD THE CONTRACTOR FAIL TO ADVISE THE CLIENT REPRESENTATIVE PRIOR TO

PROCEEDING WITH THE WORK, ADDITIONAL COST OR TIME WILL NOT BE APPROVED.

9. CONTACT THE FACILITY MANAGEMENT PRIOR TO STARTING WORK TO OBTAIN ALL RULES AND REGULATIONS FOR USE OF, AND CONSTRUCTION IN, THE PROPERTY, COORDINATE WITH THE MANAGEMENT THE HOURS OF PROPERTY OPERATION, NOISE RESTRICTIONS, NECESSARY BLOCKAGES AND SAFETY BARRIERS, DUST AND MOISTURE CONTROL, USE OF FACILITY DOCK AND ELEVATORS, USES OF TOILET ROOMS AND UTILITIES, PLACEMENT OF TRASH CONTAINER AND HOURS OF TRANSPORT AND REMOVAL, UTILITY USE AND HOURS UTILITIES MAY BE INTERRUPTED IF NECESSARY AND PRIOR NOTIFICATION REQUIREMENTS, PARKING FOR CONSTRUCTION WORKERS, AND ANY OTHER ITEMS THAT WILL AFFECT THE FUNCTION OF THE PROPERTY OR ITS OCCUPANTS. THE CONTRACTOR SHALL CONFINE HIS APPARATUS, DELIVERY AND STORAGE MATERIALS, AND THE OPERATIONS OF HIS WORKMEN TO LIMITS DEFINED BY

FACILITIES MANAGEMENT.

10. THE CONTRACTOR SHALL SCHEDULE ALL WORK TO AVOID INTERRUPTIONS TO NORMAL OPERATIONS OF OTHER PROPERTY OCCUPANTS. ALL DISRUPTIVE WORK SHALL BE SCHEDULED AND COORDINATED WITH

THE FACILITIES MANAGEMENT.

11. IDENTIFY DELIVERY ITEMS FOR ALL ITEMS AND PLACE THE ORDERS FOR THE LONG LEAD TIME ITEMS SO

AS NOT TO DELAY THE PROJECT.

12. THE CONTRACTOR SHALL USE AND PROTECT THE EXISTING FINISHES SCHEDULED TO REMAIN IN A MANNER WHICH WILL NOT SOIL, DEFACE OR DAMAGE THE EXISTING FACILITIES, FINISHES OR FIXTURES IN ANY FASHION. PROVIDE PROTECTIVE MATERIALS AS NECESSARY. DAMAGE BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR THE TO THE COMPLETE SATISFACTION OF AND AT NO COST

TO THE OWNERS REPRESENTATIVE, OWNER, OR PROFESSIONALS. AFTER ANY WORK HAS BEEN

COMPLETED WITHIN ANY OCCUPIED SPACES, THE CONTRACTOR SHALL CLEAN THE SPACE OF ALL

CONSTRUCTION DUST, TOOLS , STAINS, AND DEBRIS.

13. PROVIDE A SECURE OWNER SPACE DURING NON CONSTRUCTION HOURS.

14. REMOVE ALL CONSTRUCTION DEBRIS AS REQUIRED MAINTAINING A CLEAN ENVIRONMENT.

15. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED/ PRESSURE TREATED. ALL FIRE RETARDANT

TREATED WOOD SHALL HAVE A FLAME SPREAD LESS THAN 25 WHEN TESTED PER E 84.

INCLUDING VDOT.

16. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY CODE

17. PROVIDE A FINAL PROFESSIONAL CLEANING OF THE ENTIRE SPACE AFTER

CONSTRUCTION AND PUNCH LIST ITEMS ARE COMPLETED PRIOR TO OWNER POSSESSION

AND OCCUPANCY.

18. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL ASSEMBLE ORIGINAL COPIES OF ALL

NEW EQUIPMENT AND MATERIALS WARRANTIES AND OPERATIONAL INFORMATION AND

DELIVER TO THE FACILITY MANAGER IN A NEATLY INDEXED AND LABELED 3 RING BINDER.

19. CONTRACTOR SHALL FURNISH ALL ITEMS SHOWN ON THE DOCUMENTS UNLESS

SPECIFICALLY NOTED OTHERWISE.

20. ALL CUTTING AND PATCHING SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE

MANNER. ANY CONCRETE OR ASPHALT DISTURBED WILL BE BROUGHT BACK TO ORIGINAL

CONDITION.

21. COORDINATION WITH ELECTRICAL TRADES WILL FIELD VERIFY ELECTRICAL SERVICE

AVAILABILITY AND DEAL WITH ELECTRICAL SERVICE PROVIDERS AS NECESSARY TO

COMPLETE WORK. CONTRACTOR WILL PROVIDE ANY EQUIPMENT AND ITEMS NOT PROVIDED

BY THE ELECTRICAL SERVICE PROVIDER TO COMPLETE PROJECT

22. CONTRACTOR WILL NOTIFY OWNER REPRESENTATIVE AND PROFESSIONAL

REPRESENTATIVE OF ANY UNFORESEEN CONDITIONS OF SOILS CONDITIONS OR SUBSURFACE

DISCOVERIES IMMEDIATELY BEFORE CONTINUANCE OF THE WORK.

23. THE AGENCY IS RESPONSIBLE FOR ACQUISITION OF ALL APPLICABLE PERMITS INCLUDING

VDOT.

24. DIG NOTICE - CONTACT VIRGINIA 811 AT 811, 1-800-552-7001, OR HTTPS://WWW.VA811.COM

NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE SOIL UNTIL DIG

TICKET HAS BEEN PROCESSED.”

TOILET ACCESSORIES

DOOR TAG -

BUILDING DIV/DOOR NUMBER

LOCATION SUFFIX (IF REQ'D)

XX WINDOW TYPE

EXTERIOR / INTERIOR / INTERIOR CASEWORK

ELEVATION IDENTIFICATION NUMBER

WINDOW FRAME TYPES

(REF A600 SERIES DRAWINGS)

STOREFRONT

SIGNAGE TYPE

SIGNAGE NUMBER ARCH NUMBER

ROOM NAME

BLDG DIV / CONST NO.

MSR8 PARTITION TYPE (SEE

PARTITION LEGEND)

LOUVER TYPELX

AXXX

SHEET NUMBER WHERE ELEVATION

IS LOCATED

X NEW WORK KEY NOTE

HOLLOW METAL FRAME TYPES

(REF A600 SERIES DRAWINGS)

HOLLOW METAL FRAME

CURTAIN WALL TYPES

(REF A600 SERIES DRAWINGS)

CURTAIN WALL

CONTROL JOINT

ELEVATION REFERENCE

ARCHITECTURAL GRAPHIC SYMBOLS

ROOM

A101

MATCH LINE

SEE 1 A101

SECTION NUMBER

BUILDING SECTION REFERENCE

DRAWING NUMBER WHERE SECTION IS DRAWN

SECTION NUMBER

SECTION REFERENCE

DRAWING NUMBER WHERE SECTION IS DRAWN

SECTION NUMBER

SECTION REFERENCE

DRAWING NUMBER WHERE SECTION IS DRAWN

SCALE:

TITLE

1/8" = 1'-0"

SCALE:

1 View Name 1/8" = 1'-0"A-1.2A-1.1

DRAWING TITLE

MAIN DRAWING TITLE

DRAWING SCALE

DRAWING TITLE

DRAWING TITLE WITH REFERENCE SYMBOL

DRAWING SCALE1

A-1.1 A-1.3 DRAWING SHEET NUMBER

DRAWING REFERENCE NUMBER

DRAWING NUMBER DESIGNATION

DRAWING REFERENCE NUMBER

A-1.2 A-2.1

DEMOLITION KEY NOTE

3D VIEW REFERENCE

1/ A101

DRAWING SHEET

NUMBER

DRAWING

NUMBER

DESIGNATION

CONTINUOUS WOOD BLOCKING

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

EARTH / COMPACT FILL

BATT INSULATION

POROUS FILL / GRAVEL

RIGID INSULATION

GYPSUM BOARD

RESILIENT FLOORING / PLASTIC LAMINATE

ALUMINUM

FINISHED WOOD

WOOD BLOCKING

BRICK

GLASS

ACOUSTICAL TILE

PLYWOOD

CERAMIC TILE - LARGE SCALE

SAND / MORTAR / PLASTER

GRAVEL

ARCHITECTURAL MATERIAL LEGEND

Lic. No. 5269

DAN H. HICKOK JR.

T E C

O M M O

N W E

A L FO

A N I

G I

I V

RRMM

ARCHITECTS, PC

D A

T E

D R

A W

P R

O J E

C T

D E

N E

C H

E C

K E

(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

M A

R K

R E

D A

T E

B Y

D E

S C

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4' 0' 4' 8' 16'

3/32 = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 2' 4' 6'

1/4" = 1'-0"

0' 1' 2' 4'

3/8" = 1'-0"

3' 0' 1' 2' 3'

1/2" = 1'-0"

6" 0' 1' 2'

3/4" = 1'-0"

6" 0' 6" 1' 1.5'

1" = 1'-0"

3" 9" 0' 3" 6" 1'

1 1/2" = 1'-0"

9" 0' 2" 4" 6"

3" = 1'-0"

5"3"1" 0' 1" 2" 3"

6" = 1'-0"

0' 1" 1.5"

12" = 1'-0"

SHEET

P R

O J E

C T

D R

A W

1 2 3 4 5 6

/1 /2

M A u to d e s k D o c s /1

-5

G C

C C u lp e p e r

E x te ri o r

S ig n /1

-5 v

C C

C u lp e p e r E x te ri o r S ig n

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A-001

-5

D e s ig n e d B y

D ra w n B y

C h e c k e d B y A

R C

E C

T U

R A

L G

E N

E R

A L I

N F

O R

M A

G E

R M

A N

N A

C O

M M

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C O

L L E

G E

D A

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H N

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C T

C O

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-B

-0

T e c h n o lo g y D r C u lp e p e r, V A

# NUMBER

&, + AND

+/- PLUS OR MINUS

@ AT

° DEGREES

Ø DIAMETER

Ω ARC LENGTH

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

ACM ASBESTOS CONTAINING

MATERIAL

ACP ACOUSTIC CEILING PANEL

ACT ACOUSTIC CEILING TILE

ADDN ADDITION

ADH ADHESIVE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AMP, A AMPERE

ANCH ANCHOR, ANCHORAGE

ANOD ANODIZED

AP ACCESS POINT

APC ARCHITECTURAL PRECAST

CONCRETE

APPROX APPROXIMATE

AR ABUSE RESISTANT

ARCH ARCHITECT, ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

ATTEN ATTENUATION

AUTO AUTOMATIC

AVG AVERAGE

AWP ACOUSTIC WALL PANEL

BC BOTTOM OF CURB

BD BOARD

BEJ BUILDING EXPANSION JOINT

BETW BETWEEN

BIT BITUMINOUS

BL BLEACHER FINISH

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT, B BOTTOM

BRG BEARING

BRK BRICK

BS BOTH SIDES

BSMT BASEMENT

BTWN, B/W BETWEEN

BUR BUILT-UP ROOFING

BVL BEVELED

C CARPET

CAB CABINET

CAP CAPACITY

CB CHALKBOARD

ABBREVIATIONS

CC CUBICAL CURTAIN

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT

CEM TOP CEMENT TOPPING

CER CERAMIC

CF CUBIC FOOT

CFLSHG COUNTER FLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CHAM CHAMFER

CI CAST IRON

CIP CAST IN PLACE

CIR CIRCLE

CJ CONTROL JOINT

CK CAULK, CAULKING

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER, CENTIMETERS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

COMM COMMUNICATION

COMP COMPOSITE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT, CONTRACTOR

CORR CORRUGATED

CPT CARPET

CRS COURSE. COURSES

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CU FT CUBIC FEET

CU YD CUBIC YARD

CUH CABINET UNIT HEATER

CW COLD WATER

CWFP CEMENTITIOUS WOOD FIBER

PANELS

D DEEP, DEPTH, DRAIN

DBL DOUBLE

DEMO DEMOLITION

DET / DTL DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPOSAL

DIV DIVISION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DPG DAMPPROOFING

DPR DISPENSER

DR DOOR, DISPLAY RAIL

DS DOWNSPOUT

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

ELAS ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATION, ELEVATOR

EM ENTRANCE MAT

EMER EMERGENCY

ENCL ENCLOSE, ENCLOSURE

EP ELECTRICAL PANELBOARD

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPS EXPANDED POLYSTYRENE

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXCA EXCAVATE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED / EXPANSION

EXP C EXPANSION CONSTRUCTION

EXT EXTERIOR

FAB FABRICATE

FAS FASTEN, FASTENER

FB FACE BRICK

FCVD FLASH COVED

FD FLOOR DRAIN, FIRE DAMPER

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEJ FLOOR EXPANSION JOINT

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FG FIBER REINFORCED GYPSUM

BOARD

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH, FINISHED

FIX FIXTURE

FLEX FLEXIBLE

FLR FLOOR

FLSHG FLASHING

FLUOR FLUORESCENT

FLUR FLUORESCENT

FND FEMININE NAPKIN DISPENSER

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FP FIREPROOF

FPL FIREPLACE

FR FIRE RATED

FRG (GLASS) FIBER REINFORCED

GYPSUM

FRM FRAME, FRAMED

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT, FEET

FTG FOOTING

FUM FUME HOOD

FUR FURRED, FURRING

FURN FURNITURE

FURR FURRING

G GAS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT,

CONTRACTOR

GCMU GLAZED FIBER REINFORCED

CONCRETE

GEN GENERAL

GFRC GLASS FIBER REINFORCED

CONCRETE

GL GLASS, GLAZING

GPM GALLONS PER MINUTE

GR GRADE / GROUT

GSU GLAZED STRUCTURAL UNIT

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H HIGH

H/C HANDICAPPED

HB HOSE BIB

HC HOLLOW CORE

HD HAND

HDBD HARDBOARD

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HTG HEATING

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE, INCLUDED, INCLUDING

INFO INFORMATION

INST INSTALLATION

INSUL INSULATE, INSULATED,

INSULATION

INT INTERIOR

INTRLK INTERLOCK

INV INVERT

JAN JANITOR

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCKOUT

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATT

L LENGTH, LONG, LOW

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB POUND

LF LINEAR FEET

LG LAMINATED GLASS

LH LEFT HAND

LIN LINEAR

LK LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LTG LIGHTING

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

M METER

M/S MOP SINK

MACH MACHINE

MAINT MAINTENANCE

MANUF MANUFACTURE, MANUFACTURER

MAR MARBLE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBR MODIFIED BITUMEN ROOF

MECH MECHANIC, MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MOLDING

MM MILLIMETER

MO MASONRY OPENING

MOD MODIFIED

MOV MOVABLE

MR MAP RAIL

MT MOUNT

MTD MOUNTED, MOUNTING

MTL METAL

MULL MULLION

MWP MEMBRANE WATERPROOFING

N NORTH

N/C NO CHARGE

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

P PLATE

PAR PARALLEL

PART PARTIAL

PC PRE-CAST, PIECE

PED PEDESTAL

PERF PERFORATE (D)

PERM PERIMETER

PIP POURED IN PLACE

PL PROPERTY LINE / PLASTIC

LAMINATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

POLY POLYURETHANE

PORT PORCELAIN TILE

PORTB PORCELAIN TILE BASE

PPT PRESERVATIVE PRESSURE

TREATED

PR PAIR

PREFAB PREFABRICATE, PREFABRICATED

PREFIN PRE-FINISHED

PRJ SC PROJECTION SCREEN

PRT PORCELAIN TILE

PS PENCIL SHARPENER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE / PVC

EDGE BAND

PVMT PAVEMENT

QT QUARRY TILE

QTY QUANTITY

R RISER, RIDGE

R/W RIGHT OF WAY

RA RETURN AIR

RAD RADIUS

RAS RESILIENT ATHLETIC SURFACING

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RECP RECEPTACLE

REF REFERENCE

REFRIG REFRIGERATOR

REINF REINFORCE, REINFORCED,

REINFORCING

REM REMOVE

REQD REQUIRED

REQMT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION, REVISIONS, REVISED

RFG ROOFING

RFL REFLECT, REFLECTED,

REFLECTIVE

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RSHT RESILIENT SHEET

RT RUBBER TILE / RUBBER TREAD

RTU ROOF TOP UNIT

S SOUTH

S/S STAINLESS STEEL, SERVICE SINK

SAB SOUND ATTENUATION BLANKET

SAN SANITARY SEWER

SAPC SUSPENDED ACOUSTIC PANEL

CEILING

SC SOLID CORE, SEALED CONCRETE

SCHED SCHEDULE

SCW SOLID CORE WOOD

SD SOAP DISPENSER, STORM DRAIN

SEC SECTION

SF SQUARE FEET

SFGL SAFETY GLASS

SHLVG SHELVING

SHM SECURITY HOLLOW METAL

SHT SHEET

SHTH SHEATHING

SIM SIMILAR

SLR SEALER

SN STAGE NOSE

SND SANITARY NAPKIN DISPOSER

SOF SPRAY-ON FIREPROOFING

SPEC SPECIFICATION, SPECIFICATIONS

SPK SPEAKER

SQ SQUARE

SS SOLID SURFACE

ST STAIN, STONE

STC SOUND TRANSMISSION CLASS

STD STANDARD

STFT STOREFRONT

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUB SUBSTITUTE

SUSP SUSPENDED

SYM SYMMETRICAL, SYMMETRY

SYN SYNTHETIC

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

TB TACK BOARD

TEL TELEPHONE

TEMP TEMPORARY, TEMPERED

TERR TERRAZZO

TG TONGUE & GROVE

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TO TOP OF

TOC TOP OF CURB

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TPT TEXTURED PAINT

TRTD TREATED

TSC TEACHERS STORAGE CABINET

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TW TEACHERS WARDROBE

TYP TYPICAL

UC UNDERCUT

UG UNDER GROUND

UH UNIT HEATER

UNF UNFINISHED

UON UNLESS OTHERWISE NOTED

V VOLT, VALLEY

VAC VACUUM

VAR VARNISH

VB VENTED BASE

VCT VINYL COMPOSITION TILE

VEN VENEER

VERT VERTICAL

VEST VESTIBULE

VR VAPOR RETARDER

VT VINYL TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST, WIDE, WIDTH

W/ WITH

W/O WITHOUT

WAIN WAINSCOT

WB WOOD BASE

WC WATER CLOSET

WD WOOD / WOOD FLOORING

WDB WOOD BASE

WDW WINDOW

WGL WIRE GLASS

WH WATER HEATER

WI WROUGHT IRON

WMS WIRE MANAGEMENT SLOT

WP WATERPROOFING

WPT WORKING POINT

WR WASTE RECEPTACLE

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

± 278' - 8 1/2"

NEW MONUMENTAL SIGN LOCATION.

FIELD VERIFY EXACT LOCATION AT

TOP OF KNOLL WITH OWNER

CLEARING BY OWNER PRIOR

TO CONSTRUCTION -

APPROXIMATELY 330 FEET

ALL EXISTING SETBACKS TO BE

MAINTAINED

INSTALL SILT FENCING AROUND

LIMITS OF DISTURBANCE FOR THE

DURATION OF CONSTRUCTION

Lic. No. 5269

DAN H. HICKOK JR.

T E C

O M M O

N W E

A L FO

A N I

G I

I V

RRMM

ARCHITECTS, PC

D A

T E

D R

A W

P R

O J E

C T

D E

N E

C H

E C

K E

(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

M A

R K

R E

D A

T E

B Y

D E

S C

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4' 0' 4' 8' 16'

3/32 = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 2' 4' 6'

1/4" = 1'-0"

0' 1' 2' 4'

3/8" = 1'-0"

3' 0' 1' 2' 3'

1/2" = 1'-0"

6" 0' 1' 2'

3/4" = 1'-0"

6" 0' 6" 1' 1.5'

1" = 1'-0"

3" 9" 0' 3" 6" 1'

1 1/2" = 1'-0"

9" 0' 2" 4" 6"

3" = 1'-0"

5"3"1" 0' 1" 2" 3"

6" = 1'-0"

0' 1" 1.5"

12" = 1'-0"

SHEET

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A-101

-5

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T e c h n o lo g y D r C u lp e p e r, V A

SCALE: 1" = 50'-0"A-101

4 PARTIAL SCHEMATIC SITE PLAN

SCALE: 1" = 100'-0"A-101

5 SCHEMATIC SITE PLAN - OVERALL

PROPOSED SIGN

LOCATION

DIMENSIONAL LETTER SIGNAGE

SPECIFICATION:

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Illuminated, molded-plastic dimensional characters.

1.3 DEFINITIONS

A. Illuminated: Illuminated by lighting source integrally constructed as part of the sign unit.

1.4 COORDINATION

A. Furnish templates for placement of electrical service embedded in permanent construction by other installers.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For dimensional letter signs.

1. Include fabrication and installation details and attachments to other work.

2. Show sign mounting heights, locations of supplementary supports to be provided by others, and accessories.

3. Show message list, typestyles, graphic elements, and layout for each sign at least half size.

4. Show locations of electrical service connections.

5. Include diagrams for power, signal, and control wiring.

C. Samples for Initial Selection: For each type of sign assembly, exposed component, and exposed finish.

1. Include representative Samples of available typestyles and graphic symbols.

D. Samples for Verification: For each type of sign assembly showing all components and with the required finish(es), in manufacturer's standard size unless otherwise indicated and as follows:

1. Dimensional Characters: Full-size Sample of each type of dimensional character.

2. Exposed Accessories: Full-size Sample of each accessory type.

E. Sign Schedule: Use same designations specified or indicated on Drawings or in a sign schedule.

F. Delegated-Design Submittal: For signs indicated in "Performance Requirements" Article.

1. Include structural analysis calculations for signs indicated to comply with design loads; signed and sealed by the qualified professional engineer responsible for their preparation.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer and manufacturer.

B. Sample Warranty: For special warranty.

1.7 CLOSEOUT SUBMITTALS

A. Maintenance Data: For signs to include in maintenance manuals.

1.8 QUALITY ASSURANCE

A. Installer Qualifications: Manufacturer of products or an entity that employs installers and supervisors who are trained and approved by manufacturer.

1.9 FIELD CONDITIONS

A. Field Measurements: Verify locations of electrical service embedded in permanent construction by other installers by field measurements before fabrication, and indicate measurements on Shop Drawings

1.10 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Deterioration of finishes beyond normal weathering.

b. Separation or delamination of sheet materials and components.

2. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 DIMENSIONAL LETTER SIGNS, GENERAL

A. Regional Materials: Dimensional letter signs shall be manufactured within 500 miles (800 km) of Project site.

2.2 PERFORMANCE REQUIREMENTS

A. Delegated Design: Engage a qualified professional engineer to design sign structure and anchorage to withstand design loads as indicated on Drawings.

B. Thermal Movements: For exterior dimensional characters, allow for thermal movements from ambient and surface temperature changes.

1. Temperature Change: [120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2.3 DIMENSIONAL CHARACTERS

A. Molded-Plastic Characters having uniform faces and profiles, and as follows:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. ACE Sign Systems, Inc.

b. ASI Sign Systems, Inc.

c. Diskey Sign Company.

d. Gemini Incorporated.

e. Metallic Arts.

2. Illuminated Characters: Characters with concealed LED lighting including transformers, insulators, and other accessories; with provision for servicing and concealing connections to building electrical system. Space lamps apart from each other and away from character surfaces as needed to illuminate evenly.

a. Power: As indicated on electrical Drawings.

b. Weeps: Provide weep holes to drain water at lowest part of exterior characters.

3. Color: Manufacturer's standard integral color process, in color as indicated by manufacturer's designation.

4. Typeface: Century Gothic.

2.4 DIMENSIONAL CHARACTER MATERIALS

A. Acrylic Sheet: ASTM D 4802, category as standard with manufacturer for each sign, Type UVF (UV filtering).

B. Paints and Coatings for Sheet Materials: Inks, dyes, and paints that are recommended by manufacturer for optimum adherence to surface and are UV and water resistant for colors and exposure indicated.

2.5 ACCESSORIES

A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signage, noncorrosive and compatible with each material joined.

1. Sign Mounting Fasteners:

a. Concealed Studs: Concealed (blind), threaded studs welded or brazed to back of sign material, screwed into back of sign assembly, or screwed into tapped lugs cast integrally into back of cast sign material, unless otherwise indicated.

b. Through Fasteners: Exposed metal fasteners matching sign finish, with type of head indicated, installed in predrilled holes.

B. Adhesives: As recommended by sign manufacturer.

C. Two-Face Tape: Manufacturer's standard high-bond, foam-core tape, 0.045 inch (1.14 mm) thick, with adhesive on both sides.

D. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.

2.6 FABRICATION

A. General: Provide manufacturer's standard sign assemblies according to requirements indicated.

1. Preassemble signs and assemblies in the shop to greatest extent possible. Disassemble signs and assemblies only as necessary for shipping and handling limitations. Clearly mark units for reassembly and installation; apply markings in locations concealed from view after final assembly.

2. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention.

3. Comply with AWS for recommended practices in welding and brazing. Provide welds and brazes behind finished surfaces without distorting or discoloring exposed side. Clean exposed welded and brazed connections of flux, and dress exposed and contact surfaces.

4. Conceal connections if possible; otherwise, locate connections where they are inconspicuous.

5. Internally brace signs for stability and for securing fasteners.

6. Provide rebates, lugs, and brackets necessary to assemble components and to attach to existing work. Drill and tap for required fasteners. Use concealed fasteners where possible; use exposed fasteners that match sign finish.

7. Castings: Fabricate castings free of warp, cracks, blowholes, pits, scale, sand holes, and other defects that impair appearance or strength. Grind, wire brush, sandblast, and buff castings to remove seams, gate marks, casting flash, and other casting marks before finishing.

B. Brackets: Fabricate brackets, fittings, and hardware for bracket-mounted signs to suit sign construction and mounting conditions indicated. Modify manufacturer's standard brackets as required.

1. Stainless-Steel Brackets: Factory finish brackets to match sign background finish unless otherwise indicated.

2.7 GENERAL FINISH REQUIREMENTS

A. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

C. Directional Finishes: Run grain with long dimension of each piece and perpendicular to long dimension of finished trim or border surface unless otherwise indicated.

D. Organic, Anodic, and Chemically Produced Finishes: Apply to formed metal after fabrication but before applying contrasting polished finishes on raised features unless otherwise indicated.

2.8 STAINLESS-STEEL FINISHES

A. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish.

B. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches.

1. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean.

2. Directional Satin Finish: No. 4.

3. Dull Satin Finish: No. 6.

4. Reflective, Directional Polish: No. 7.

5. Mirrorlike Reflective, Nondirectional Polish: No. 8.

2.9 CLEAR ORGANIC COATING FOR COPPER-ALLOY FINISHES

A. Clear Organic Coating: Clear, waterborne, air-drying, acrylic lacquer called "Incralac"; specially developed for coating copper-alloy products; consisting of a solution of methyl methacrylate copolymer with benzotriazole to prevent breakdown of the film in UV light; shop applied in two uniform coats per manufacturer's written instructions, with interim drying between coats and without runs or other surface imperfections, to a total dry film thickness of 1 mil (0.025 mm).

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of signage work.

B. Verify that sign-support surfaces are within tolerances to accommodate signs without gaps or irregularities between backs of signs and support surfaces unless otherwise indicated.

C. Verify that electrical service is correctly sized and located to accommodate signs.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions.

1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance.

2. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation.

3. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint.

B. Mounting Methods:

1. Concealed Studs: Using a template, drill holes in substrate aligning with studs on back of sign.

Remove loose debris from hole and substrate surface.

a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced adhesive. Place sign in position and push until flush to surface, embedding studs in holes.

Temporarily support sign in position until adhesive fully sets.

b. Thin or Hollow Surfaces: Place sign in position and flush to surface, install washers and nuts on studs projecting through opposite side of surface, and tighten.

2. Projecting Studs: Using a template, drill holes in substrate aligning with studs on back of sign.

Remove loose debris from hole and substrate surface.

a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced adhesive. Place spacers on studs, place sign in position, and push until spacers are pinched between sign and substrate, embedding the stud ends in holes. Temporarily support sign in position until adhesive fully sets.

b. Thin or Hollow Surfaces: Place spacers on studs, place sign in position with spacers pinched between sign and substrate, and install washers and nuts on stud ends projecting through opposite side of surface, and tighten.

3. Through Fasteners: Drill holes in substrate using predrilled holes in sign as template.

Countersink holes in sign if required. Place sign in position and flush to surface. Install through fasteners and tighten.

4. Back Bar and Brackets: Remove loose debris from substrate surface and install backbar or bracket supports in position so that signage is correctly located and aligned.

5. Adhesive: Clean bond-breaking materials from substrate surface and remove loose debris.

Apply linear beads or spots of adhesive symmetrically to back of sign and of suitable quantity to support weight of sign after cure without slippage. Keep adhesive away from edges to prevent adhesive extrusion as sign is applied and to prevent visibility of cured adhesive at sign edges.

Place sign in position, and push to engage adhesive. Temporarily support sign in position until adhesive fully sets.

6. Two-Face Tape: Clean bond-breaking materials from substrate surface and remove loose debris. Apply tape strips symmetrically to back of sign and of suitable quantity to support weight of sign without slippage. Keep strips away from edges to prevent visibility at sign edges. Place sign in position, and push to engage tape adhesive.

3.3 ADJUSTING AND CLEANING

A. Remove and replace damaged or deformed characters and signs that do not comply with specified requirements. Replace characters with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures.

B. Remove temporary protective coverings and strippable films as signs are installed.

C. On completion of installation, clean exposed surfaces of signs according to manufacturer's written instructions, and touch up minor nicks and abrasions in finish. Maintain signs in a clean condition during construction and protect from damage until acceptance by Owner.

A-102A-102

10' - 0"

9' - 4"

BRICK VENEER ON 4"

BRICK LEDGE (TYP.)

FOOTING BELOW

CONCRETE

FOUNDATION

CLR. (TYP.)

C L R

Y P

#6 @ 12" O.C.

#3 TIES TYP. REF

SECTION FOR SPACING

GRADE

6" REVEL - BLACK

1" REVEL - BLACK

1" REVEL -

BLACK

METAL SKIN OVER METAL

TUBE STRUCTURE - PMS

RED 201 PAINT COLOR

CONCRETE FOUNDATION

FOOTING

BRICK PEDESTAL - TO MATCH

BUILDING BRICK COLOR & SIZE

INTERNAL STEEL TUBE

FRAMING BY SIGN

MANUFACTURER

SIGN BASE PLATES AND

ANCHOR BOLTS IMBEDDED

IN CONCRETE - BY SIGN

MANUFACTURER

GERMANNA

COMMUNITY

COLLEGE

± 10' - 0"

Joseph R. Daniel Technology Center www.germanna.edu

GRADE

6" REVEL - BLACK

12" ACCENT BAND

± 1' - 0"1" REVEL - BLACK

1" REVEL - BLACK

FUTURE 4'x8'

DIGITAL DISPLAY

LOCATION

12" CLEAR ILLUMINATED

LETTERING ON 1" STANDOFFS

6" WHITE LETTERING

CONCRETE FOUNDATION

FOOTING

BRICK ROWLOCK ON BRICK

RUNNING BOND PEDESTAL.

BRICK TO MATCH SCHOOL

BRICK COLOR AND SIZE

A-102A-102

12" ACCENT

BAND (WHITE)

METAL SIGN SKIN OVER

METAL TUBE SUPPORTS -

PMS RED 201 PAINT

COLOR

MAXIMUM SIGN AND

BASE TOTAL HEIGHT

SHALL BE 15'-0" FROM

AVERAGE GRADE

INTERNAL STEEL TUBE

FRAMING BY SIGN

MANUFACTURER

SIGN BASE PLATES AND

ANCHOR BOLTS

IMBEDDED IN

CONCRETE - PLATE AND

BOLT DESIGN BY SIGN

MANUFACTURER

COMMUNICATION AND

POWER CONDUIT -

REFERENCE ELECTRICAL

DRAWINGS

BRICK VENEER - ATTACHED

TO CONCRETE PIER WITH

DOVETAIL ANCHORS AT 16"

O.C. EACH WAY

#5 @ 10" O.C.

#6 DOWELS WITH

STANDARD 90 DEGREE

HOOKS @ 12" O.C.

(7) #5 CONT.

#5 @ 12" O.C.

6' - 0"

C L R

TYP.

4' - 0"

METAL SIGN ( BY SIGN

MANUFACTURER)

ANCHORL BOLTS (BY SIGN

MANUFACTURER)

(3) #3 TIES @ 3" O.C. AT

EACH SET OF VERTICAL # 6

DOWEL BARS @ ANCHOR

BOLTS

GRADE

1' - 4"

3 13/16"2" CLEAR

CLEAR

C L R

Lic. No. 5269

DAN H. HICKOK JR.

T E C

O M M O

N W E

A L FO

A N I

G I

I V

RRMM

ARCHITECTS, PC

D A

T E

D R

A W

P R

O J E

C T

D E

N E

C H

E C

K E

(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

M A

R K

R E

D A

T E

B Y

D E

S C

0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4' 0' 4' 8' 16'

3/32 = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 2' 4' 6'

1/4" = 1'-0"

0' 1' 2' 4'

3/8" = 1'-0"

3' 0' 1' 2' 3'

1/2" = 1'-0"

6" 0' 1' 2'

3/4" = 1'-0"

6" 0' 6" 1' 1.5'

1" = 1'-0"

3" 9" 0' 3" 6" 1'

1 1/2" = 1'-0"

9" 0' 2" 4" 6"

3" = 1'-0"

5"3"1" 0' 1" 2" 3"

6" = 1'-0"

0' 1" 1.5"

12" = 1'-0"

SHEET

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T e c h n o lo g y D r C u lp e p e r, V A

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

PLAN

SCALE: 1/2" = 1'-0"A-102

2 North & South Elevations

SCALE: 1/2" = 1'-0"A-102

3 East & West Elevations

SCALE: 3/4" = 1'-0"A-102A-102

4 Section 1

FOUNDATIONS:

1. FOUNDATION DESIGN IS BASED ON AN ASSUMBED ALLOWABLE SOIL

BEARING PRESSURE CAPACITY OF 2,000 PSF. CONTRACTOR SHALL

CONFIRM 2,000 PSF MINIMUM SOIL BEARING CAPACITY WITH AN

INDEPENDENT GEOTECHNICAL TESTING FIRM PRIOR TO PLACING

CONCRETE. CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT A

WRITTEN REPORT OF TEST RESULTS FOR THEIR RECORDS.

2. ALL COMPACTED FILL, EXCAVATIONS, SUBGRADES, AND BEARING

SURFACES SHALL BE OBSERVED AND TESTED BY A GEOTECHNICAL

ENGINEER LICENESED IN THE COMMONWEALTH OF VIRGINIA (OR A

QUALIFIED GEOTECHNICAL TECHNICICAN WORKING UNDER TEH DIRECT

SUPERISION OF A REGISTERED ENGINEER) TO VERIFY SPECIFIED

GEOTECHNICAL CONFORMANCE REQUIREMENTS. THE GEOTECHNICAL

INSPECTOR SHALL BE HIRED BY THE OWNER.

3. LOOSE OR SOFT SOILS SHALL BE CLEANED FROM FOUNDATION

EXCAVATION BBOTTOMS PRIOR TO PLACING OF CONCRETE. SUBGRADES

NEEDING UNDERCUTTING SHALL BE BACKFILLED TO THE ORIGINAL

SUBGRADE ELEVATION WITH SUITABLE FILL (LEAN CONCRETE OR A

GRADED WASHED STONE SUCHA ST NO. 57 OR NO. 67 AGGREGATE)

UNLESS DIRECTED OTHERWISE BY GEOTECHNICAL ENGINEER.

4. WHENEVER POSSIBLE, FOUNDATION CONCRETE SHOULD BE PLACED ON

THE SAME DAY THAT EXCAVATIONS ARE MADE. IF TEH BEARING SOILS ARE

SOFTENED BY SURFACE WATER INTRUSION OR EXPOSURE, THEN THE

SOFTENED SOILS MUST BE REMOVED FROM TEH FOUNDATION

EXCAVATION BOTTOM IMMEDIATELY PRIOR TO PLACING OF CONCRETE. IF

THE EXCAVATION MUST REMAIN OPEN OVERNIGHT, OR IF RAINFALL IS

IMMINENT WHILE THE BEARING SOILS ARE EXPOSED, THENA A 1 TO 3 INCH

THICK LAYER OF LEAN CONCRTE (250 PSI MINIMUM STRENGTH) SHALL BE

PALCED ON TEH BEARING SOILS BEFORE THE PLACEMENT OF

REINFORCING STEEL.

REINFORCED CONCRETE:

1. UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,

FABRICATION, AND PLACING OF REINFORCING AND CONCRETE SHALL BE

GOVERENED BY THE LATEST REVISIONS OF:

A. ACI 318-14

B. CRSI RECOMMENDED PRACTICE OF PLACING REINFROCING BARS.

C. ACI 306 AND ACCI 305 FOR COLD AND HOT WEATHER CONCRETING

RESPECTIVELY.

2. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MIXIMUM UNIT

WEIGHT OF 150 POUNDS PER CUBIC FOOT AND SHALL HAVE A MINIMUM 28

DAY COMPRESSIVE STRENGTH EQUAL TO 3,500 PSI.

3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615 AND SHALL BE

GRADE 60 U.N.O.

4. REINFORCING BAR LAP SPLICES AND HOOK DIMENSIONS SHALL BE AS

REQUIRED BY ACI 318-14

5. PER ACI318-14, CHAPTER 19 “DESIGN AND DURABILITY REQUIREMENTS”

FOR CONCRETE, THE PEDESTAL CONCRETE WILL BE EXPOSED TO

FREEZING AND THAWING CYCLES AND THEREFORE HAVE AN EXPOSURE

CLASS OF F1. CONCRETE WITH A F1 EXPOSURE CLASS SHALL HAVE A

MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI, A MAXIMUM

WATER TO CEMENT RATIO OF 0.55 AND A TARGET AIR CONTENT OF 5%.

FIELD CONDITIONS:

COLD-WEATHER PLACEMENT: COMPLY WITH ACI 301 AND ACI 306.1 AND AS

FOLLOWS.

1. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED

STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR

LOW TEMPERATURES.

2. WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL

BELOW 40 DEG F FOR THREE SUCCESSIVE DAYS, MAINTAIN DELIVERED

CONCRETE MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE

REQUIRED BY ACI 301.

3. DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR

SNOW.

4. DO NOT PLACE CONCRETE IN CONTACT WITH SURFACES LESS THAN 35

DEG F, OTHER THAN REINFORCING STEEL.

5. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS

CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS

OTHERWISE SPECIFIED AND APPROVED IN MIXTURE DESIGNS.

NOTE: CONTRACTOR TO SUBMIT NEW BRICK AND

MORTAR SAMPLES TO ARCHITECT PRIOR TO

ORDERING MATERIALS. MATCH EXISTING CAMPUS

BRICK AND MORTAR

NOTE: CONTRACTOR SHALL SUBMIT MAIN BODY

COLOR - PMS RED 201 SAMPLE OF COLOR AND

PANEL FINISH TO ARCHITECT FOR REVIEW PRIOR

TO ORDERING MATERIALS

COLOR 2 - WHITE. EQUAL TO 0/0/0/0

COLOR 3 - BLACK. EQUAL TO 0/0/0/100

SIGN CABINET NOTES:

1. #3003 H-14 ALUMINUM SIGN PANELS. MIN. 14

GAUGE (.064 INCH)

2. ALL SEAMS TO BE CAULKED.

3. ALL FASTENERS WILL BE GALVANIZED OF NON-

CORROSIVE

4. STRUCTURAL FRAM TO BE PAINTED PRIOR TO

EXTERIOR SKINS BEING ATTACHED (FOR RUST

PREVENTION).

5. SIGN FACES ALLOW ACCESS TO INTERNAL

LIGHTING/REPAIRS WITHOUT NEEDING TO TAKE

APART THE SIGN.

6. PROVIDE DRAINAGE HOLES IN BASE OF METAL

SIGN CABINET

E001

, A

O N

S, R

A N

D S

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RRMM

ARCHITECTS, PC

(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

SDA

0' 16' 32' 48' 1/32" = 1'-0"

0' 8' 16' 24' 1/16" = 1'-0"

4' 0' 4' 8' 16' 3/32 = 1'-0"

0' 4' 8' 12' 1/8" = 1'-0"

0' 2' 4' 6' 1/4" = 1'-0"

0' 1' 2' 4' 3/8" = 1'-0"

3' 0' 1' 2' 3' 1/2" = 1'-0"

6" 0' 1' 2' 3/4" = 1'-0"

6" 0' 6" 1' 1.5' 1" = 1'-0"

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

9" 0' 2" 4" 6" 3" = 1'-0"

5"3"1" 0' 1" 2" 3" 6" = 1'-0"

0' 1" 1.5" 12" = 1'-0"

SHEET

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Te ch no log y D r Cu lpe pe r, VA

M W

THOMPSON

Consulting Engineers

4323 COX ROAD

2809 S. LYNNHAVEN ROAD VA BEACH, VA 23452

GLEN ALLEN, VA 23060

TELEPHONE: (757) 599-4415 PROJECT NUMBER: 21-174

22 ENTERPRISE PARKWAY HAMPTON, VA 23666

ELECTRICAL LEGEND ABBREVIATIONS:

BRANCH CIRCUIT OR FEEDER WIRING IN CONDUIT. NO TICK MARKS INDICATES

2 #12 CONDUCTORS & 1 #12 GROUND IN 1/2" CONDUIT U.O.N. TICK MARKS, WHEN

SHOWN, INDICATE NUMBER OF CONDUCTORS IF OTHER THAN THREE: (7)

INDICATES GROUNDING CONDUCTOR.

HOMERUNS TO PANEL. PANEL & CIRCUIT DESIGNATIONS AS INDICATED.

DUPLEX RECEPTACLE, 20A, 120V. "WP" INDICATES WEATHERPROOF WHILE IN

USE. "GFI" INDICATES GROUND FAULT INTERRUPTER.

CONSTRUCTION NOTE INDICATOR.

WALL MOUNTED PHOTOCELL, 2000W. INSTALL AT TOP OF SALT TREATED WOOD

POST. COORDINATE INSTALLATION WITH R.E.C. METERBASE.

PAD MOUNTED TRANSFORMER

POWER RISER DIAGRAM

NOT TO SCALE

METER BASE SUPPLIED BY R.E.C.

INSTALLED BY ELECTRICAL

CONTRACTOR

PANEL "L"

APPROX. 3'

APPROX. 65"

R.E.C. PAD MOUNTED

TRANSFORMER

3/4" X 10' COPPER CLAD

GROUND ROD

PROVIDE A SERVICE ENTRANCE RATED PANELBOARD IN NEMA 3R ENCLOSURE.

APPROX.

B.F.G.

BKR

CKT

GFI

GND

KAIC

M.C.B.

MTD

N.E.C

NEMA

NO.

PSI

PVC

R.E.C

U.O.N.

APPROXIMATE

BELOW FINISHED GRADE

BREAKER

CIRCUIT

GROUND FAULT INTERRUPTER

GROUND

KILO-AMPERE INTERRUPTING CAPACITY

MAIN CIRCUIT BREAKER

MOUNTED

NATIONAL ELECTRICAL CODE, 2017

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NUMBER

PHASE

POUNDS PER SQUARE INCH

POLY-VINYL CHLORIDE

RAPPAHANNOCK ELECTRICAL COOPERATIVE

UNLESS OTHERWISE NOTED

VOLT

WIRE

WEATHERPROOF

WYE

T L1-3

POWER RISER DIAGRAM NOTES

PROVIDE A 4" PVC CONDUIT WITH PULLWIRE STUBBED-OUT 5'-0" BEYOND R.E.C.

TRANSFORMER PAD FOR USE BY R.E.C. COORDINATE EXACT LOCTION WITH R.E.C.

PROVIDE A 2", SCHEDULE 80 PVC CONDUIT WITH PULLWIRE FOR USE BY R.E.C.

INSTALL AS DIRECTED BY R.E.C.

PROVIDE 3 #1 COPPER CONDUCTORS IN 1-1/4", SCHEDULE 80 PVC CONDUIT

BETWEEN LOAD SIDE OF THE R.E.C. METER AND PANEL "L". COORDINATE WITH

R.E.C.

PROVIDE A #6 COPPER GROUNDING ELECTRODE CONDUCTOR IN 3/4" CONDUIT

AND CONNECT TO A 3/4" X 10' COPPER CLAD GROUND ROD. INSTALL GROUND

ROD IN ACCORDANCE WITH NEC ARTICLE 250.53(G).

PROVIDE AN 8" X 8" SALT TREATED WOOD POST TO SUPPORT THE R.E.C. METER

BASE, PANLE "L" AND RECEPTACLE. EMBED IN A MINIMUM OF 3' OF 3,000 PSI

CONCRETE.

PROVIDE A GFI RECEPTACLE IN AN EXTRA HEAVY-DUTY WEATHERPROOF OUTLET

BOX WITH AN EXTRA HEAVY-DUTY WEATHERPROOF WHILE IN USE COVER PLATE

SURFACE MOUNTED ON WOOD POST.

PROVIDE ARC-FLASH HAZARD WARNING LABEL IN ACCORDANCE WITH NEC 110.16.

PANELBOARD "L" IS A SERVICE

ENTRANCE RATED 120/240V, 1 PHASE,

3W, 125A MCB. WITH A 10 KAIC

RATING. THE ELECTRICAL DEMAND

FOR THE MARQUEE SIGN IS 0.12 KW.

THE ELECTRICAL DEMAND FOR THE

SERVICE RECEPTACLE IS 0.18 KW.

THE TOTAL ELECTRICAL DEMAND FOR

THIS SERVICE IS 0.3 KW.

AutoCAD SHX Text A

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SPARE

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SPACE

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RECEPTACLE

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MARQUEE SIGN

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PANEL "L" 125 AMP 120/240V, 1%%C, 3W, M.C.B, SURFACE MTD.

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CKT.

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NO.

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E002

N S

RRMM

ARCHITECTS, PC

(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

SDA

0' 16' 32' 48' 1/32" = 1'-0"

0' 8' 16' 24' 1/16" = 1'-0"

4' 0' 4' 8' 16' 3/32 = 1'-0"

0' 4' 8' 12' 1/8" = 1'-0"

0' 2' 4' 6' 1/4" = 1'-0"

0' 1' 2' 4' 3/8" = 1'-0"

3' 0' 1' 2' 3' 1/2" = 1'-0"

6" 0' 1' 2' 3/4" = 1'-0"

6" 0' 6" 1' 1.5' 1" = 1'-0"

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

9" 0' 2" 4" 6" 3" = 1'-0"

5"3"1" 0' 1" 2" 3" 6" = 1'-0"

0' 1" 1.5" 12" = 1'-0"

SHEET

1 2 3 4 5 6

9/ 7/

P M

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D oc s:

//1

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G C

C C ul pe pe r E xt er io r S ig n/

4-v

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- A R

C H

.rv t

- M

L S

P R

C T

C O

D E

Te ch no log y D r Cu lpe pe r, VA

M W

THOMPSON

Consulting Engineers

4323 COX ROAD

2809 S. LYNNHAVEN ROAD VA BEACH, VA 23452

GLEN ALLEN, VA 23060

TELEPHONE: (757) 599-4415 PROJECT NUMBER: 21-174

22 ENTERPRISE PARKWAY HAMPTON, VA 23666

260100 ELECTRICAL GENERAL PROVISIONS SCOPE

THE WORK REQUIRED FOR THIS SECTION INCLUDES LABOR, MATERIALS, EQUIPMENT,

APPURTENANCES, SERVICE AND SUPERVISION TO PROVIDE COMPLETE ELECTRICAL SYSTEMS AS

SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO DETERMINE THE EXTENT OF THE WORK.

LACK OF KNOWLEDGE OF EXISTING CONDITIONS WILL NOT BE CONSIDERED A BASIS FOR CHANGE

ORDERS.

SPECIFICATIONS, CODES AND STANDARDS

THE LATEST EFFECTIVE PUBLICATIONS OF THE FOLLOWING STANDARDS, CODES, ETC. FORM A

PART OF THESE SPECIFICATIONS.

ASAD 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

IBC 2018 INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ICEA INSULATED CABLE ENGINEERS ASSOCIATION

IECC INTERNATIONAL ENERGY CONSERVATION CODE

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

NEC 2017 NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NESC NATIONAL ELECTRICAL SAFETY CODE

NFPA NATIONAL FIRE PREVENTION ASSOCIATION

NFPA 70E STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE 2018 EDITION

OSHA THE OCCUPATIONAL SAFETY AND HEALTH ACT

UL UNDERWRITERS LABORATORIES, INC.

VCC VIRGINIA CONSTRUCTION CODE

DRAWINGS

THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT OF THE WORK. MINOR VARIATIONS IN

LOCATION OF EQUIPMENT SHALL BE MADE UPON WRITTEN APPROVAL OF THE ENGINEER AT…

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