IFB 25-85-3249AM_DRAWINGS.pdf

VET SCIENCE & ENGINEERING LAB RENOVATIONS

HANOVER HIGH SCHOOL

HANOVER COUNTY PUBLIC SCHOOLS

RRMM ARCHITECTS, PC

ARCHITECTURE / PLANNING / INTERIORS

VICINITY MAP CONSULTANTS OWNER LOCATION MAP

Simmons, Rockecharlie & Prince, Inc.

MEP ENGINEERING

10150 Staples Mill Road, Suite A

Glen Allen, VA 23060 Phone: (804) 262-7323

Hanover County Hanover County Public Schools

200 Berkley Street

Ashland, VA 23005

SITE

SITE

1317 Executive Boulevard, Suite 200 Chesapeake, VA 23320

(757) 622-2828

28 Church Avenue SW Roanoke, VA 24011

(540) 344-1212

3700 Koppers Street, Suite 300 Baltimore, MD 21227

(410) 234-8444

2900 South Quincy Street, Suite 710 Arlington, VA 22206

(703) 998-0101

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

(804) 277-8987

TRUE

NORTH

TRUE

NORTH

BID ALTERNATES

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

ADDITIVE ALTERNATE NO. 1

• REMOVAL OF EXISTING VCT FLOORING AND RUBBER BASE IN ROOMS F05

AND F06 AND PROVIDE NEW RESINOUS EPOXY FLOORING AND BASE IN

ROOMS F05 AND F06.

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

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

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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"

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12/20/2024

SHEET INDEX

Sheet Number Sheet Title

PROJECT TITLE SHEET

G-001 TITLE SHEET

ARCHITECTURAL DEMOLITION

AD-001 DEMO PLANS & ELEVATIONS

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL INFORMATION

A-002 PARTITION DETAILS

A-101 FLOOR PLAN AND NOTES - NEW WORK

A-102 REFLECTED CEILING PLAN - NEW WORK

A-301 SECTIONS

A-601 FINISH SCHEDULE, LEGEND AND FINISH NOTES

A-602 DOOR SCHEDULE, TYPES AND DETAILS

A-801 CASEWORK ELEVATIONS AND SECTIONS

PLUMBING

P-101 WATER

P-102 WASTE AND VENT

P-103 SCHEDULES AND DETAILS

MECHANICAL

M-101 HVAC

ELECTRICAL

E-101 LEGEND, NOTES AND ELECTRICAL DEMOLITION

E-102 ELECTRICAL NEW WORK PLAN

F

F

F

F

AD-001

C1

VIF

8' - 9 3/8" ±

3'

4"

4'

8"

F05

F06 F07 F09

F08

F10

F1131

DUST PARTITION - SEE

GENERAL DEMOLITION NOTES

DUST PARTITION - SEE

GENERAL DEMOLITION NOTES

A1

A1

DUST PARTITION - SEE

GENERAL DEMOLITION NOTES

VIF

8' - 9 3/8" ±

5 5

REMOVE PORTION OF EXISTING EXTERIOR WALL FOR EXTENT AS INDICATED. LOCATE OPENING

TO NEAREST MORTAR JOINT. COORDINATE HEIGHT OF NEW OPENING WITH NEW WORK PLANS

AND LINTEL REQUIREMENTS. REMOVE, SALVAGE, AND SAVE PORTION OF EXISTING MASONRY

BRICK VENEER. CLEAN AND PREP SALVAGED MASONRY BRICK VENEER FOR REUSE AT NEW

HEAD AND JAMB OPENING, SEE NEW WORK DETAILS. TOOTH-IN, PATCH AND REPAIR ADJACENT

WALLS AND FLOORS TO REMAIN. PREPARE EXISTING SURFACES FOR NEW WORK.

REMOVE MASONRY PARTITION SYSTEM AND APPLIED FINISHES TO FINISH FLOOR LEVEL.

REMOVE PORTION OF FLOOR FINISH, MINIMUM 2'-0" WIDE EACH SIDE OF WALL, AS REQUIRED

FOR MASONRY DEMO AND NEW WORK, OR TO NEAREST FLOOR TILE JOINT. PREP CONCRETE

SLAB FOR NEW MASONRY PARTITION SYSTEM AND WALL OPENINGS - REFER TO NEW WORK

PLANS. TOOTH-IN, PATCH AND REPAIR ADJACENT WALLS AND FLOORS TO REMAIN. PREPARE

EXISTING SURFACES FOR NEW WORK.

REMOVE PORTION OF HOLLOW METAL WINDOW SYSTEM, LEAVING THE VERTICAL FRAME AS

INDICATED. REMOVE THE WINDOW SILL AND WALL ABOVE FLOOR SLAB TO INSTALL NEW

HOLLOW METAL WINDOW AND DOOR SYSTEM. PATCH / REPAIR / PREP DAMAGED WALL AND

FLOOR AREAS TO RECEIVE INSTALLATION OF NEW WORK. PATCH / PREP REMAINING HOLLOW

METAL FRAME TO RECEIVE ATTACHMENT TO NEW WORK.

REMOVE, SALVAGE AND TURN OVER TO OWNER EXISTING CHALKBOARD / TACKBOARD /

MARKERBOARD AND FASTENERS. REMOVE ADHESIVE FROM WALL, PATCH AND REPAIR WALL

FOR NEW FINISH PER SCHEDULE.

REMOVE, SALVAGE AND SAVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING, CEILING

MOUNTED LIGHT FIXTURES AND CEILING MOUNTED EQUIPMENT IN THIS AREA AS REQUIRED FOR

NEW MASONRY PARTITION WORK. REINSTALL SUSPENDED ACOUSTICAL PANEL CEILING, LIGHT

FIXTURES AND EQUIPMENT AT COMPLETION OF NEW WORK.

REMOVE, SALVAGE, AND SAVE EXISTING SUSPENDED ACOUSTICAL PANEL CEILING IN THIS AREA

FOR REMOVAL OF EXISTING AIR CLEANER HUNG BELOW CEILING AS REQUIRED - REFER TO

MECHANICAL DRAWINGS. REINSTALL SUSPENDED ACOUSTICAL PANEL CEILING AND REPLACE

ANY DAMAGED CEILING TILE AND GRID.

REMOVE PORTION OF EXISTING GYPSUM SOFFIT IN THIS AREA AS REQUIRED FOR NEW

MASONRY PARTITION WORK. PATCH, REPAIR AND PREP ADJACENT GYPSUM SOFFIT AND WALLS

TO REMAIN. PREPARE EXISTING SURFACES FOR NEW WORK.

SAW CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQUIRED FOR NEW

CONCRETE SLAB AT WALL OPENING, APPROXIMATELY 5SF. CLEAN, PATCH AND PREP ADJACENT

CONCRETE SLAB AND WALLS. REFER TO NEW WORK DETAILS AND NOTES.

DEMOLITION KEYNOTES X (APPLIES THIS SHEET ONLY)

ADDITIVE ALTERNATE DEMOLITION KEYNOTES

REMOVE EXISTING VCT FINISH FLOORING AND WALL BASE COMPLETE THROUGHOUT ROOM.

CLEAN, PATCH AND PREP CONCRETE FLOORING AND WALL PARTITIONS TO RECEIVE NEW

RESINOUS EPOXY FLOORING AND BASE.

A1

EXISTING WALL AND/OR DOOR

TO BE DEMOLISHED OR

REMOVED

EXISTING WINDOW TO BE

REMOVED

EXISTING WALL, WINDOW,

AND/OR DOOR TO REMAIN

A. PROVIDE FLOOR-TO-CEILING TEMPORARY DUST PARTITIONS TO CONTAIN DUST FROM DEMOLITION OPERATIONS FROM THE REMAINDER OF THE BUILDING. PARTITION SHALL BE CONSTRUCTED OF WOOD OR METAL STUDS WITH PLASTIC SHEETING WITH LAPPED AND TAPED JOINTS FOR DUST PROTECTION.

B. THE CONTRACTOR SHALL PROTECT ALL EXISTING CORRIDOR FLOORS AND ALL OTHER EXISTING SURFACES FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL COVER ALL EXISTING CORRIDOR FLOORS WITH 45 MIL THICK HEAVY-DUTY ROLLED CARDBOARD TEMPORARY FLOOR PROTECTION (RAM BOARD BRAND, OR APPROVED EQUAL), WITH ADJACENT SECTIONS OF CARDBOARD

TAPED TO EACH OTHER.

C. THE CONTRACTOR SHALL PROTECT ALL EXISTING FLOORS AND ALL OTHER EXISTING SURFACES FROM

DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD.

D. WHERE EXISTING EXTERIOR DOORS ARE REMOVED OR WHERE NEW EXTERIOR DOORS ARE BEING PROVIDED, CONTRACTOR SHALL PROVIDE LOCKABLE SECURITY GATES AT ALL AREAS OF CONSTRUCTION

UNTIL NEW EXTERIOR DOORS ARE PROVIDED.

E. REMOVE ALL EXISTING CASEWORK, MARKERBOARD OR TACKBOARD. SALVAGE AND TURN OVER TO

OWNER.

F. REMOVE ALL EXISTING SURFACE-MOUNTED POWER CONDUIT OR DATA RACEWAY. FILL AND PATCH

MOUNTING HOLES.

G. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

H. PLAN DIMENSIONS FOR EXISTING CONDITIONS ARE TO FACE OF MASONRY OR CENTERLINE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED. THICKNESS OF MASONRY BASED ON NOMINAL SIZES. ALL DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION ARE APPROXIMATE: FIELD VERIFY ALL DIMENSIONS.

I. ALL DEMOLITION WORK NOTED ON THESE DRAWINGS INVOLVES THE REMOVAL OF EXISTING

CONSTRUCTION UNDER THE BASE CONTRACT, AND SHALL BE COORDINATED WITH CORRESPONDING NEW WORK FLOOR PLANS AND DETAILS. REMOVE EXISTING CONSTRUCTION AS INDICATED FOR FINISH

CONSTRUCTION AND NEW WORK TO CONFORM TO DETAILS.

J. DETAILS OF EXISTING CONDITIONS: ACTUAL FIELD CONDITIONS WHICH ARE CONCEALED BY EXISTING CONSTRUCTION MAY VARY SOMEWHAT FROM THOSE INDICATED IN DRAWINGS. ALL WORK THAT RELATES TO, OR IS IN ANY WAY AFFECTED BY, EXISTING CONDITIONS WHICH VARY FROM THOSE INDICATED SHALL BE MODIFIED AS REQUIRED BY FIELD CONDITIONS AND MEASUREMENTS. REPORT DISCREPANCIES TO

ARCHITECT BEFORE PROCEEDING WITH AFFECTED ASPECTS OF CONSTRUCTION OR DEMOLITION.

K. THE DEMOLITION DRAWINGS INDICATE MAJOR ITEMS TO BE DEMOLISHED. MISCELLANEOUS ABANDONED CONDUIT, WALL PENETRATIONS (I.E. SCREWS, NAILS, AND MASONRY ANCHORS), WOOD BLOCKING, AND OTHER VARIOUS ITEMS FASTENED TO EXISTING WALLS MAY NOT BE INDICATED ON THE DRAWINGS.

REMOVE SUCH ITEMS THAT ARE NOT USED IN, OR CONCEALED BY, NEW WORK. PATCH AND REPAIR DAMAGE

TO THE WALLS WHERE SUCH ITEMS ARE REMOVED.

L. PORTIONS OR ELEMENTS (I.E. DOOR FRAMES) OF WALL SCHEDULED TO BE REMOVED OR SAWCUT AND

REMOVED SHALL BE DONE SO TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION TO REMAIN.

M. LIMITS INDICATED FOR DEMOLITION OF EXISTING BRICK AND CMU MASONRY ARE APPROXIMATE. REMOVE BRICK AND MASONRY UNITS TO NEAREST MORTAR JOINTS TO PERMIT "TOOTHING IN" OF INFILL MASONRY

TO EXISTING COURSING, UNLESS NOTED OTHERWISE.

N. ITEMS IDENTIFIED TO BE SALVAGED ("REMOVE AND DELIVER TO OWNER") SHALL BE CAREFULLY REMOVED AND DELIVERED TO A STORAGE AREA DESIGNATED BY THE OWNER FOR THIS PURPOSE. ITEMS THE OWNER CHOOSES TO RETAIN SHALL BE RELOCATED FROM THE STORAGE AREA BY OWNER (NIC). ALL OTHER ITEMS SHALL BE SUBSEQUENTLY REMOVED AND LEGALLY DISPOSED OF BY CONTRACTOR WHEN AUTHORIZED BY

OWNER.

O. EXISTING LOOSE FURNITURE, EQUIPMENT, SUPPLIES, AND PERSONAL BELONGINGS LOCATED IN SPACES TO

BE RENOVATED, SHALL BE REMOVED AND RELOCATED BY OWNER (NIC).

P. COORDINATE DEMOLITION WORK WITH NEW WORK NOTES TO ENSURE PROPER REMOVAL OF ITEMS.

Q. PREPARE FLOOR FOR NEW FINISHES SCHEDULED IN ACCORDANCE WITH NEW FLOORING MANUFACTURER RECOMMENDATIONS FOR FINISHED SUBSTRATE. FILL VOIDS AND CRACKS IN CONCRETE TO PROVIDE

SMOOTH AND TAPERED FINISH FEATHERED TO EXISTING ADJACENT SURFACES.

R. PREPARE WALLS FOR NEW FINISHES SCHEDULED IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS FOR FINISHED SUBSTRATE. FILL VOIDS AND CRACKS AS REQUIRED. WHERE WALL MOUNTED ITEMS ARE REMOVED, TAKE SPECIAL CARE TO REMOVE PAINT BUILD-UP IN ORDER TO PROVIDE A

SMOOTH SURFACE.

S. REFERENCE SPECIFICATION SECTION 024119 SELECTIVE DEMOLITION FOR FURTHER INFORMATION ON

REMOVAL AND DISPOSAL.

GENERAL DEMOLITION NOTES (APPLIES THIS SHEET ONLY)

EXISTING CMU WALL

REPAIR ANY DAMAGE

TO CMU TO REMAIN,

TYP

HATCH INDICATEDS

"TOOTHED-IN" CMU -

LENGTH OF

"TOOTHED-IN" CMU

MAY VARY

VERIFY EXISTING

ADJACENT BASE

REF PLANS

DOOR ROUGH OPENING

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MASONRY BOND BEAM -

REF WALL SECTION

AND LINTEL SCHEDULE

ON SHEET A-002

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

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

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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"

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12/20/2024

SCALE: 1/8" = 1'-0"

DEMO PLAN - FIRST FLOOR

SCALE:AD-001 1/8" = 1'-0"

C1 CLASSROOM F05 - NORTH

SCALE: 1/8" = 1'-0"

DEMO RCP - FIRST FLOOR

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

DEMO/NEW LEGEND

SCALE:AD-001 3/4" = 1'-0"

D1 TYPICAL CMU DOOR DEMO

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

TOILET ACCESSORIES

DOOR TAG -

BUILDING DIV/DOOR NUMBER

LOCATION SUFFIX (IF REQ'D)

XX WINDOW TYPE

EXTERIOR / INTERIOR / INTERIOR CASEWORK

ELEVATION IDENTIFICATION NUMBER

SF

XX

WINDOW FRAME TYPES

(REF A600 SERIES DRAWINGS)

STOREFRONT

XX

XX

SIGNAGE TYPE

SIGNAGE NO. ARCH NO.

ROOM NAME

BLDG DIV / CONST NO.

SECTION NUMBER

BUILDING SECTION REFERENCE

DRAWING NUMBER WHERE SECTION IS DRAWN

SECTION NUMBER

SECTION REFERENCE

DRAWING NUMBER WHERE SECTION IS DRAWN

PLAN OR DETAIL NUMBER

ENLARGED PLAN OR DETAIL REFERENCE

DRAWING NUMBER WHERE ENLARGED PLAN OR

DETAIL IS DRAWN

MSR8 PARTITION TYPE (SEE PARTITION

LEGEND)

LOUVER TYPELX

AXXX

X

SHEET NUMBER WHERE ELEVATION

IS LOCATED

CW

XX

HM

XX

HOLLOW METAL FRAME TYPES

(REF A600 SERIES DRAWINGS)

HOLLOW METAL FRAME

CURTAIN WALL TYPES

(REF A600 SERIES DRAWINGS)

CURTAIN WALL

SCALE:

A1 TITLE

A-101 R1011/8" = 1'-0"

DRAWING TITLE

MAIN DRAWING TITLE

DRAWING SCALE

DRAWING TITLE

DRAWING TITLE WITH REFERENCE SYMBOL

DRAWING REFERENCE NUMBER

A-101 A1

CONTROL JOINT

DRAWING SHEET NUMBER

DRAWING NUMBER DESIGNATION

ELEVATION REFERENCE

ARCHITECTURAL GRAPHIC SYMBOLS

DRAWING SCALE

SCALE:

TITLE

1/8" = 1'-0"

X

ROOM

A101

A-101 A1

X

A

1A

MATCH LINE

SEE 1 A101

C1 A-101

C1 A-101

C1 A-101

X NEW WORK KEY NOTE

DEMOLITION KEY NOTE

3D VIEW REFERENCE

1/ A101

DRAWING SHEET

NUMBER

DRAWING NUMBER

DESIGNATION

Lic. No. 15121

DANIEL J. WEIGAND

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ARCHITECTS, PC

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(804)277-8987

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

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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"

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12/20/2024

# NUMBER

&, + AND

+/- PLUS OR MINUS

@ AT

° DEGREES

Ø DIAMETER

B 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

CC CUBICAL CURTAIN

ABBREVIATIONS

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

VIF VERIFY IN FIELD

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

CMU SIZE

STUD SIZE

ACTUAL DIMENSION 'X'

FLOOR LINE

CEILING LINE

PARTITION TERMINATION

3 5/8"

3 5/8"

M1

PARTITION

TYPE NOTE 1

CMU

X

CMU SIZE

STUD SIZE

ACTUAL DIMENSION 'X'

FLOOR LINE

CEILING LINE

PARTITION TERMINATION

7 5/8"

7 5/8"

M3

PARTITION

TYPE NOTE 1

CMU WITH #4

VERTICAL

REINFORCING @

48" O/C MAX

X

PARTITION TYPE NOTES

1. PARTITION TERMINATION LOCATION & CONDITIONS MAY VARY. REFER TO

REFLECTED CEILING PLANS FOR PARTITION TERMINATION LEGEND AND THIS

SHEET FOR TYPICAL TERMINATION DETAILS.

2. PARTITION TYPES DO NOT INCLUDE ALL APPLIED FINISHES. REFER TO FINISH

SCHEDULE.

3. USE FIRE RATED GYPSUM BOARD AT FIRE RATED GYPSUM BOARD

PARTITIONS.

MINERAL WOOL BATT INSULATION IN

DECK FLUTES

CMU WALL REFERENCE

PLANS FOR SIZE

FINISH AS SCHEDULED

CONTINUOUS SEALANT BOTH SIDES OF WALL.

WHERE SEALANT IS EXPOSED TO VIEW PAINT

TO MATCH ADJACENT CMU FINISH

CEILING AS SCHEDULED

WHERE OCCURRING

EXISTING METAL DECK

CUT CMU COURSE

AS REQUIRED

SHOWN ON REFLECTED CEILING PLANS

SHADED SOLID

TYPICAL TERMINATION OF CMU PARTITION

REQUIRED TO EXTEND TO DECK ABOVE

TYPICAL PARTITION TERMINATION

CMU WALL REFERENCE PLANS / WALL

SECTIONS FOR PARTITION TYPE

TYPICAL TERMINATION OF CMU PARTITION

THAT IS NOT REQUIRED TO EXTEND TO

DECK ABOVE IS SHOWN THUS

ON REFLECTED CEILING PLANS

FINISHED CEILING

REFERENCE CEILING

PLAN AND FINISH

SCHEDULE

TYPICAL PARTITION TERMINATION

LINTEL SCHEDULE

MARK DESCRIPTION CONFIGURATION LOCATION

8" WIDE X 16" DEEP

CMU BOND BEAM

WITH (2) #5 BOTTOM

10" WIDE X 8" DEEP

CMU BOND BEAM

WITH (2) #4 BOTTOM

L1

L2

TYPICAL CLEAR OPENING IN

INTERIOR PARTITION WALLS

5'-5" TO 6'-8" WIDE (UNO)

TYPICAL CLEAR OPENING IN

EXTERIOR WALLS 1'-0" TO

4'-0" WIDE (UNO)

L1 -

L2 -

LINTEL SCHEDULE NOTES

1. REINFORCING BARS IN CMU BOND BEAMS SHALL BE

ASTM 615 GRADE 60.

2. FILL ALL BOND BEAMS WITH f'c AT 28 DAY, 2000 PSI

MINIMUM PORTLAND CEMENT GROUT. SHORE BOND

BEAMS UNTIL GROUT HAS CURED.

3. BEAR ALL CMU BOND BEAMS 8" ON REINFORCED

MASONRY JAMBS EACH END UNLESS NOTED

OTHERWISE.

4. SHORE EXISTING WALLS AS REQUIRED WHERE NEW

LINTELS ARE TO BE INSTALLED WITHIN EXISTING

WALLS.

5. ALL TRADES CUTTING HOLES IN NEW OR EXISTING

CMU WALLS SHALL COORDINATE THEIR WORK WITH

THE MASON SO THAT AN APPROPRIATE LINTEL MAY

BE PROVIDED AT THE OPENING. AT LOCATIONS

ABOVE CEILINGS, PRECAST CMU OR PRECAST

CONCRETE LINTELS MAY BE SUBSTITUTED FOR

BOND BEAM LINTELS INDICATED SO LONG AS THE

SAME UNIT SIZE AND REINFORCING STEEL IS

PROVIDED.

8" CMU

8" CMU

CONTROL JOINT NOTES

1. REF PLANS FOR CJ LOCATIONS. CJ'S ARE INDICATED ON PLANS THUS: (# ) THE NUMBER BESIDE

THE CONTROL SYMBOL IDENTIFIES THE DETAIL NUMBER INDICATED ON THE PLAN.

2. WHERE CJ'S OCCUR IN FIRE WALLS, PROVIDE FIRE RATED SEALANT SYSTEMS TO PROVIDE RATING

EQUAL TO THE WALL RATING.

3. DETAILS INDICATE GENERALCONDITIONS. SPECIFIC CONDITIONS MAY VARY SLIGHTLY. VERIFY ACTUAL FIELD CONDITIONS. FIELD ADJUSTED DETAILS MAY BE REQUIRED. NOTIFY ARCHITECT IF

THERE ARE CONFLICTS PRIOR TO INSTALLATION.

4. TERMINATE HORIZONTAL MASONRY REINFORCING AT CJ'S.

5. SEALANT COLORS SHALL BE SELECTED BY ARCHITECT WHERE EXPOSED TO VIEW.

6. CONTROL JOINT WIDTHS ARE 3/8" UON.

7. PLANS AND ELEVATIONS MAY NOT SHOW ALL REQ'D CONTROL JOINTS. FOLLOW MASONRY SPEC'S

AND "TYPICAL " NOTATIONS FOR REQ'D CJ'S NOT SPECIFICALLY INDICATED ON PLANS.

PROVIDE (2) HECKMAN

CORRUGATED BRICK

ANCHORS AT 16" VERTICAL

SPACING WITHIN MORTAR

JOINTS

RAKE JOINTS 1" PROVIDE

SEALANT & BACKER ROD EA

SIDE OF WALL

EXISTING MASONRY WALL

1 CONTROL JOINT

SCALE: 1 1/2" = 1'-0" TYPICAL INTERSECTION OF NON-

LOADBEARING CMU WALLS

3/ 8"

VA

R

IE

S

NON-LOADBEARING CMU

PARTITION

DISCONTINUE HORIZ

JOINT REINF @ CJ

1/4" DIA x 1 1/4"

TAPCON SCREW,

TYP

Lic. No. 15121

DANIEL J. WEIGAND

T

T E C

IH

C

R

A

C

T

O M M O

N W

EA

L FO

H

A N I

G I

R

I V

RRMM

ARCHITECTS, PC

D A

T E

D R

A W

N

P R

O J E

C T

D E

S

IG

N E

D

C H

E C

K E

D

(804)277-8987

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

M A

R K

R E

V

IS

IO

N

S

D A

T E

B Y

D E

S C

R

IP

T

IO

N

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"

D

C

B

A

E

D

C

B

A

E

SHEET

P R

O J E

C T

D R

A W

IN

G

1 2 3 4 5 6

1 2 3 4 5 6

/1

/2

:2

:2

A u to d e s k D o c s

/1

-1

H

C P

S H a n o v e r

H S

V e te ri n a ry

/1

-1 v

H

C P

S H a n o v e r H

S V e te ri n a ry

A

R C

H .r v t

A-002

/2

/2

-1

J S

C

J A

S

M R

D J W

P A

R T

IT

IO

N D

E T

A

IL

S

V E

T S

C

IE

N C

E

E N

G

IN

E E

R

IN

G L

A B

R E

N O

V A

T

IO

N S

H A

N O

V E

R C

O U

N T

Y P

U B

L

IC

S C

H O

O L

S

C

H A

M B

E R

L A

Y N

E R

O A

D

M E

C H

A N

IC

S

V

IL

L E

V

A

12/20/2024

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

PARTITION TYPES

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

TYPICAL PARTITION TERMINATION DETAILS

D W

A1 A-301

A2 A-301

A4 A-301

VETERINARY

ADMIN

F06

VETERINARY

CENTER

F05

COMPUTER

ELECTRONICS

F08

STORAGE

F07

STORAGE

F09

STORAGE

F10

AUTOMATED

MFR'G

LAB

F11

8' - 9 3/8" ±

H M

H M

H M

HM

F06B

A-801 D1

A-801

D3

3'

4"

4'

8"

A-801 B1 A-801B2

A-801

C1

A-801 C2

5'

4"

1' - 0" M1

A5 A-301

1'

7" 6'

0"

1'

4" 6'

0"

1'

4" 6'

0"

2'

0" 6'

4"

8"

8"

/8

M1

PLANER

(4X4)

TABLE SAW

(10X5)

WELDING

(6X3)

LATHE SANDERS JOINTER

(4) WORK TABLES

M

IT

E R

S

A W

B A

N

W

S H

O P

W

D R

IL

L

P

E S

S E

S

ROUTER

TABLE

MILLING

MACHINE

S T

O R

A G

E

D U

T

C

O L L E

C T

IO

N

5'

5/

8"

F06A

M B

F08A

1 1

CORD REEL CORD REEL CORD REEL

PROJECTOR

STORAGE

TYP

TYP

TYP

TYP

6'

9"

2' - 7 1/2"

M3

P-2

P-1

REFER TO PLUMBING

DRAWINGS FOR DETAILS

EXISTING SINK TO REMAIN. REFER

TO PLUMBING DRAWINGS FOR NEW

WORK CONNECTION DETAILS

A. UON, ALL FLOOR PLAN DIMENSIONS ARE TO FACE OF MASONRY, OR FACE OF

STUD PARTITION. REFER TO PARTITION TYPES SHEET (SHEET A-002 ) FOR

PARTITION DIMENSIONS, TYPICAL DETAILS AND ADDITIONAL PARTITION NOTES.

B. WHERE A PARTICULAR DETAIL OR CONDITION OCCURS IN SEVERAL LOCATIONS,

SPECIFIC DETAIL REFERENCE BUTTONS MAY NOT APPEAR ON THE DRAWINGS IN

EACH AND EVERY CASE. THE DRAWINGS INFER THAT THE DETAIL REFERENCE

WILL APPLY WITHOUT HAVING A SPECIFIC REFERENCE BUTTON AT EACH

OCCURRENCE. IF A CONDITION IS IN DOUBT, REFER QUESTIONS TO THE

ARCHITECT FOR CLARIFICATION.

C. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES AS INDICATED OR NOTED IN

THE DRAWINGS (FLOOR/CEILING, ROOF/CEILING, PARTITION, WALL, OR THE LIKE)

BY PIPES,CONDUITS, DUCTS, STRUCTURAL MEMBERS, EXPANSION JOINTS OR

OTHER CONSTRUCTION SHALL BE FIRESTOPPED. FIRESTOPPING SHALL BE

PERFORMED USING MATERIALS COMPLYING WITH THE BUILDING CODES AND

STANDARDS APPLICABLE TO THIS PROJECT AS INTERPRETED BY THE BUILDING

OFFICIAL(S) HAVING JURISDICTION.

D. VERIFY DIMENSIONS REQUIRED FOR ALL SLOTS, CHASES, OPENINGS, AND

RECESSES THROUGH FLOORS, WALLS, CEILINGS, AND ROOFS REQUIRED FOR

PROPER INSTALLATION OF THE WORK PRIOR TO CONSTRUCTION. PROVIDE

MISCELLANEOUS STEEL LINTELS, BOND BEAMS, OR CMU LINTELS AND/OR STEEL

FRAMING AS SHOWN OR REASONABLY IMPLIED TO FRAME OPENINGS IN WALLS,

FLOORS, CEILINGS, ROOFS, AND SIMILAR ASSEMBLIES FOR MECHANICAL,

ELECTRICAL, OR OTHER EQUIPMENT AND ANY OTHER WORK WHICH PASSES

THROUGH THE VARIOUS WALL, FLOOR, CEILING, ROOF, OR SIMILAR ASSEMBLIES.

E. PARTITION TERMINATION INFORMATION IS INDICATED ON THE REFLECTED

CEILING PLANS, PARTITION TYPES, AND WALL SECTIONS.

F. PROVIDE SOLID, FIRE RETARDANT TREATED WOOD BLOCKING WITHIN STUD AND

FURRING SPACES, BEHIND WALL MOUNTED ACCESSORIES, EQUIPMENT, ETC. AS

REQUIRED FOR SECURE ANCHORAGE. ALL BLOCKING IN CONTACT WITH MASONRY

SHALL BE PRESERVATIVE PRESSURE TREATED UON.

G. PENETRATIONS THROUGH SOUND RATED CONSTRUCTION SHALL BE SEALED WITH

ACOUSTICAL SEALANT.

H. DOOR AND WINDOW OPENING DIMENSIONS ARE NOMINAL IN ALL MASONRY WALL

LOCATIONS. FOR EXAMPLE, A 4'-0" WIDE MASONRY OPENING MAY ACTUALLY BE

4'-0 3/8" WIDE. EXCESSIVE JOINTS (OVER 1/2") AT WINDOW JAMBS AND HEADS WILL

NOT BE ACCEPTABLE. ALL OPENINGS MUST BE FIELD VERIFIED TO COORDINATE

FRAME DIMENSIONS WITH ACTUAL OPENING.

I. THE CONTRACTOR SHALL MAINTAIN AND KEEP ALL MASONRY WALL CAVITIES,

MASONRY EXPANSION AND CONTROL JOINTS FREE OF MORTAR AND MORTAR

DROPPINGS AT ALL TIMES. REFER TO CONTROL JOINT DETAILS SHEET A-002 FOR

ADDITIONAL INFORMATION. REFER TO WALL SECTIONS AND DETAILS FOR

ADDITIONAL EXPANSION JOINT REQUIREMENTS.

J. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES.

EXAMINE ALL PLUMBING, MECHANICAL, AND ELECTRICAL DOCUMENTS. MUCH OF

THE INFORMATION NOT REPEATED OR SHOWN IN THE ARCHITECTURAL

DOCUMENTS.

GENERAL NOTES (APPLIES TO ALL SHEETS)

FLOOR PLAN LEGEND (APPLIES TO ALL SHEETS)

X' MB MARKER BOARD X'W x 4'H. REFER TO FINISH SCHEDULE FOR MOUNTING HEIGHTS

(APPLIES TO THIS SHEET ONLY)KEY NOTES

CENTER SWING GATE ON MULLION

EYEWASH / DRENCH HOSE, WALL MOUNTED - REFER TO PLUMBING

DRAWINGS FOR ADDITIONAL INFO

INSTALL MINIMUM 2'-0" WIDE VCT BAND ON BOTH SIDES OF PARTITION

WALL AS INDICATED BY HATCH, OR TO NEAREST EXISTING TILE JOINT.

PROVIDE RB1 FOR FULL LENGTH OF WALL BOTH SIDES, TO EXTEND

ACROSS EXISTING MASONRY WALL. REFER TO FINISH PLANS FOR VCT

TYPE, CLOSE MATCH EXISTING VCT FLOORING TO REMAIN.

EXISTING WORK TABLES TO BE RELOCATED FROM EXISTING ROOM F05.

COORDINATE WITH OWNER FOR SELECTED TABLES TO BE MOVED.

WASHER & DRYER - REFER TO SPECIFICATION 113100. REFER TO

ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

SHOP EQUIPMENT AND STORAGE CABINETS TO BE RELOCATED FROM

EXISTING ROOM F05. REFER TO QUANTITIES / INFORMATION NOTED ON

SCHEDULE THIS PAGE. COORDINATE WITH OWNER FOR SPECIFIC ITEMS

TO BE MOVED.

POWER POLE - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION

TRUE

NORTH

F05

F11

F06

RENOVATED SPACES

EXISTING BUILDING

PROVIDE 6'-0" WIDE, 4" THICK

CONCRETE SIDEWALK ON 4" TYPE 21B

STONE FROM EXTERIOR DOOR TO

EXISTING SIDEWALK. VERIFY ROUTING

IN FIELD. SLOPE TO DRAIN. EXISTING

TREES TO REMAIN (APPROX. 60SY OF

SIDEWALK)

PROVIDE STRIPING FOR

(4) 9'x18' PARKING SPACES

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

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

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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"

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

NEW WORK - FIRST FLOOR PLAN

SHOP EQUIPMENT LEGEND

EQUIPMENT

POWER REQUIREMENTS -

REF ELECTRICAL QUANTITY

BAND SAW 120V, 20A 3

DRILL PRESS 120V, 20A 3

JOINTER 120V, 20A 1

LATHE 120V, 20A 2

MILLING MACHINE 120V, 20A 1

MITER SAW 208/220V 1P, ###A 1

PLANER 208/220V 1P, ###A 1

ROUTER TABLE 120V, 20A 1

SANDER 120V, 20A 3

STORAGE CABINETS -- 3

TABLE SAW 120V, 20A 1

WELDING 208V 3P, 50A 1

NOT TO SCALEA-101

D1 NEW WORK - SITE

R R R

F

F

F

F

R

CORD REEL CORD REELCORD REEL

PT3 PT3

E1 A-301

1 1

TYP

5VETERINARY

CENTER

F05

VETERINARY

ADMIN

F06

COMPUTER

ELECTRONICS

F08

AUTOMATED

MFR'G

LAB

F11

STORAGE

F09

STORAGE

F10

STORAGE

F07

REFLECTED CEILING PLAN GENERAL NOTES

A. REFER TO FLOOR PLANS AND WALL SECTIONS FOR ADDITIONAL INFORMATION.

B. SPRINKLER HEADS (NOT INDICATED) TO BE CENTERED IN SAPC OR WITHIN SPACE IN

GYPSUM BOARD CEILING.

C. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR CEILING-MOUNTED FIXTURE

TYPES AND DIFFUSER LOCATIONS. NOTIFY ARCHITECT (PRIOR TO INSTALLATION) OF

CONFLICTS WITH LOCATIONS INDICATED ON DRAWINGS. ADDITIONAL FIXTURES OR

OTHER CEILING MATERIALS SHOWN ON ELECTRICAL OR MECHANICAL DRAWINGS, BUT

NOT SHOWN ON REFLECTED CEILING PLANS ARE INCLUDED IN THE BASE BID.

D. SUPPLY AND DIFFUSER GRILLES ARE INDICATED DIAGRAMMATICALLY IN REFLECTED

CEILING PLAN FOR LOCATION ONLY. REFER TO MECHANICAL DRAWINGS FOR ACTUAL

SIZE AND TYPE TO BE PROVIDED.

E. 24"x24" SUSPENDED ACOUSTICAL PANEL CEILING (SAPC) WILL BE THROUGHOUT.

F. REFER TO SHEET A-002 FOR TYPICAL PARTITION TERMINATIONS AT STRUCTURAL

ELEMENTS WITH ALL EXTENSIONS OF FINISHES & SOUND ATTENUATION.

REFLECTED CEILING PLAN LEGEND

2'-0" x 2'-0" LAY-IN ACOUSTICAL PANEL

CEILING IN SUSPENDED GRID

GYPSUM BOARD CEILING

OR BULKHEAD

LIGHT FIXTURES

CEILING PROJECTOR MOUNT

RETURN AIR - REFER TO

MECHANICAL DWGS

SUPPLY AIR - REFER TO

MECHANICAL DWGS

PARTITION TERMINATION LEGEND

PARTITION WHICH PENETRATES THE CEILING AND TERMINATES AT NEXT BLOCK COURSE ABOVE FINISHED

CEILING, UON

PARTITION WHICH CONTINUES THROUGH CEILING TO BOTTOM OF ROOF DECK ABV (UNLESS NOTED OTHERWISE). REFER TO PARTITION TYPE LEGEND ON A-002 FOR ADDITIONAL INFORMATION.A-002

CORD REEL - REFER TO

ELECTRICAL DWGS

EXIT SIGN - REFER TO

ELECTRICAL DWGS

(APPLIES TO THIS SHEET ONLY)KEY NOTES

REINSTALL SALVAGED SUSPENDED ACOUSTICAL PANEL CEILING, CEILING

MOUNTED LIGHT FIXTURES, AND CEILING MOUNTED EQUIPMENT IN THIS

AREA AT COMPLETION OF NEW MASONRY PARTITION

PROVE NEW GYPSUM SOFFIT FRAMING IN THIS AREA AS REQUIRED FOR

NEW MASONRY PARTITION WORK. MATCH ELEVATION AND DIMENSION TO

ADJACENT GYPSUM SOFFIT.

APPROXIMATE LOCATION OF FUTURE CEILING PROJECTOR. REFER TO

ELECTRICAL DRAWINGS FOR POWER AND DATA ROUGH-IN

REQUIREMENTS ABOVE CEILING.

DUCT COLLECTOR DUCTWORK HUNG BELOW CEILING. REFER TO

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

POWER POLE - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

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

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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"

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

NEW WORK - FIRST FLOOR RCP

EL +0' - 0"

FIRST FLOOR

EL +0' - 0"

A-602 B1

8'

8" R

O

HM DOOR & FRAME

AS SCHEDULED

CEILING AS SCHEDULED

EXISTING STUD WALL

PARTITION

VETERINARY

ADMIN

F06

VETERINARY

CENTER

F05

EL +0' - 0"

FIRST FLOOR

EL +0' - 0"

HM DOOR & FRAME

AS SCHEDULED

CEILING AS SCHEDULED

7'

4" R

O

M3

A-602 B2

COMPUTER

ELECTRONICS

F08

AUTOMATED

MFR'G

LAB

F11

EL +0' - 0"

FIRST FLOOR

EL +0' - 0"

A-602 A3

HM FRAME AS SCHEDULED

CEILING AS SCHEDULED

4'

0" R

O 3'

4"

M3

A-602 B3

AUTOMATED

MFR'G

LAB

F11

COMPUTER

ELECTRONICS

F08

EL +0' - 0"

FIRST FLOOR

EL +0' - 0"

A-602 D5

ALUM STOREFRONT &

GLAZING SYSTEM

CMU JAMB BEYOND

6'x6'x4" CONCRETE PAD

ON 4" TYPE 21B STONE -

SLOPE TO DRAIN

EXISTING WALL

FOUNDATION

CONSTRUCTION TO

REMAIN

4" MIN CONC SLAB ON

VAPOR BARRIER W/ (2) #

4 BARS AT OPENING

BRICK VENEER JAMB BEYOND

EXISTING WALL

CONSTRUCTION TO

REMAIN

VETERINARY

ADMIN

F06

1 1 /2" RIGID INSULATION -

MATCH EXISTING

1/2" EXP JOINT

#4 x 16" BARS @ 12" o/c - DOWEL

INTO EXISTING SLAB (6" EMBED)

USING HILTI HY 200 SYSTEM

(OR EQUIVALENT)

EQEQ

EXISTING CONCRETE SLAB TO

REMAIN

ALIGN WITH EXISTING SOFFIT BEYOND

3' - 0" VIF

VI

F4"

6"

GWB ON 3 5/8" MTL STUD @

16" OC - SECURE TO STRUC

ABOVE

CEILING AS SCHEDULED

EXISTING MASONRY PARTITION

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

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

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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"

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SCALE:A-301 3/4" = 1'-0"

A1 WALL SECTION

SCALE:A-301 3/4" = 1'-0"

A2 WALL SECTION

SCALE:A-301 3/4" = 1'-0"

A4 WALL SECTION

SCALE:A-301 3/4" = 1'-0"

A5 WALL SECTION

SCALE:A-301 1 1/2" = 1'-0"

E1 CEILING DETAIL - SOFFIT

A. THE FINISH SCHEDULE INDICATES ONLY THE BASIC OR PREDOMINANT

SURFACE FINISHES OF EACH SPACE. REFER TO KEYNOTES, DETAILS,

ELEVATIONS, RCP'S AND FINISH PLANS FOR THE FULL RANGE AND EXTENT

OF FINISHES REQUIRED TO COMPLETE THE WORK FOR EACH SPACE.

B. CONTRACTOR TO CHECK AND COORDINATE LEAD TIMES AND

REQUIREMENTS FOR FINISHES REQUIRED TO COMPLETE THE WORK FOR

EACH SPACE.

C. PAINT GWB WALLS IN EGGSHELL FINISH AND ALL DOOR FRAMES AND

MISCELLANEOUS TRIM IN SEMI-GLOSS FINISH, UON

D. PAINT CMU WALLS IN SEMI-GLOSS FINISH, UON

E. FOR AREAS WITH CEILINGS NOTED AS 'PT#' PROVIDE FLAT FINISH PAINT IN

COLOR AS INDICATED ON THE FINISH SCHEDULE, UON

F. REFER TO CASEWORK ELEVATIONS AND DETAILS FOR PLASTIC LAMINATE

COLOR PLACEMENT.

G. MOUNT BOTTOM EDGE/RAIL OF ALL MARKERBOARDS, TACKBOARDS AT 36"

AFF UoN

H. COLOR OF INTERIOR HOLLOW METAL DOORS AND FRAMES TO MATCH

EXISTING HM DOORS AND FRAMES, PT2 - MEDIUM GRAY, IN SEMI-GLOSS

FINISH

I. PAINT ALL GWB SOFFITS AND BULKHEADS PT3, UoN

J. SEE REFLECTED CEILING PLANS FOR LOCATION AND EXTENT OF DIFFERING

CEILING MATERIALS.

GENERAL FINISH NOTES

1. PATCH EXISTING VCT FLOORING WITH VCT TO MATCH EXISTING AS

REQUIRED FOR DEMO AND NEW WORK

2. ADDITIVE ALTERNATE NO. 1 - PROVIDE RESINOUS EPOXY FLOORING (EPX1)

AND BASE (EPXB1) PER SPECIFICATION SECTION 096723 - "RESINOUS

FLOORING (ADDITIVE ALTERNATE)". REFER TO COVE BASE DETAIL A1 / A-601

AND TYPICAL TRANSITION STRIP DETAILS, THIS SHEET. FLOOR TRANSITIONS

SHALL BE CONCEALED TRANSITIONS BY A CLOSED DOOR.

FINISH SCHEDULE NOTES

A1 / A-601

# MAT MANUF/ PRODUCT DETAIL NOTES

TYPICAL TRANSITION STRIP DETAILS

NOTE: MANUFACTURER'S LISTED ARE BASIS OF DESIGN ONLY.

STAINLESS

STEEL

EPOXY RESIN → EXISTING VINYL COMPOSITION TILE

EPX EXISTING VCT

TS1

SCHLÜTER

SCHIENE-E (OR EQ)

ADDITIVE ALTERNATETS1

EPOXY AS

SCHEDULED

3/4" RADIUS COVE

WALL AS

SCHEDULED

EPOXY AS

SCHEDULED

MT1 METAL

SCHLUTER STRIP

1/4" CEMENTITIOUS

BACKER PANEL

6"

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

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

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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"

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FINISH LEGEND

SYMBOL PRODUCT MANUFACTURER (BASIS OF DESIGN) PRODUCT # / STYLE COLOR NOTES

FLOOR

EPX1 RESINOUS EPOXY FLOORING SHERWIN WILLIAMS FASTOP DECO FLAKE SL45 TBD ADDITIVE ALTERNATE; ORANGE PEEL FINISH, W/ INTEGRAL COVE BASE VCT1 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON 51875 GRAYED BLUE (GRAY-BLUE) VERIFY EXISTING COLOR IN FIELD TO MATCH; 12"x12" TILE; BASEKETWEAVE INSTALLATION VCT2 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON 51947 BASIL GREEN (DARK GREEN) VERIFY EXISTING COLOR IN FIELD TO MATCH; 12"x12" TILE; BASEKETWEAVE INSTALLATION

BASE

EPXB1 RESINOUS EPOXY BASE SHERWIN WILLIAMS FASTOP DECO FLAKE SL45 TBD ADDITIVE ALTERNATE; 6" INTEGRAL COVE BASE, W/ MT1 METAL TRIM RB1 RESILIENT BASE JOHNSONITE DURACOVE THERMOPLASTIC RUBBER (TP) 32 PEBBLE (GRAY) VERIFY EXISTING COLOR IN FIELD TO MATCH; 4"H; ROLLS

WALLS

PT1 PAINT SHERWIN WILLIAMS REFER TO SPECIFICATION FOR PRODUCT TYPE PER SUBSTRATE TBD (WHITE) VERIFY EXISTING COLOR IN FIELD TO MATCH PT2 PAINT SHERWIN WILLIAMS REFER TO SPECIFICATION FOR PRODUCT TYPE PER SUBSTRATE TBD (MEDIUM GRAY) VERIFY EXISTING COLOR IN FIELD TO MATCH; HOLLOW METAL DOORS AND FRAMES

CEILINGS

PT3 PAINT SHERWIN WILLIAMS REFER TO SPECIFICATION FOR PRODUCT TYPE PER SUBSTRATE TBD (WHITE) -- SAPC1 SUSPENDED ACOUSTICAL PANEL CEILING ARMSTRONG #756A FISSURED WHITE 24" x 24" TILE, XL PRELUDE 15/16" GRID; WHITE

MISCELLANEOUS

MT1 METAL TRIM SCHLUTER JOLLY PROFILE SATIN NICKEL ANODIZED ALUMINUM ADDITIVE ALTERNATE; 90 DEGREE CORNER, USE WITH EPXB1 PLAM1 PLASTIC LAMINATE PIONITE -- AG730 YORKSHIRE TWEED (GRAY) WALL AND BASE CABINETS / SWING GATES

PLAM2 PLASTIC LAMINATE PIONITE -- AB221-SD CRADLE OF LIBERTY (BLUE) COUNTERTOPS

PVC1 PVC EDGE WILSONART -- MATCH PLAM1 3MM THICKNESS; USE WITH PLAM1

PVC2 PVC EDGE WILSONART -- MATCH PLAM2 3MM THICKNESS; USE WITH PLAM2

FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR WALL BASE

WALLS

CEILING NOTESN S E W

F05 VETERINARY CENTER EXISTING EXISTING PT1 PT1 PT1 PT1 EXISTING / PT3 1, 2

F06 VETERINARY ADMIN EXISTING EXISTING PT1 PT1 PT1 PT1 EXISTING 1, 2

F07 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

F08 COMPUTER ELECTRONICS EXISTING / VCT2 EXISTING / RB1 EXISTING EXISTING EXISTING PT1 EXISTING

F09 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

F10 STORAGE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

F11 AUTOMATED MFR'G LAB EXISTING / VCT1 EXISTING / RB1 PT1 PT1 PT1 PT1 EXISTING / PT3

SCALE:A-601 6" = 1'-0"

A1 EPOXY COVE BASE DETAIL

ADDITIVE ALTERNATE DETAILS

HM-1

EF

S

C H

ED

4"

2"

SCHED

REF 2"

COORDINATE WITH

DOOR SCHEDULE FOR

DOOR TYPES, TYP

HOLLOW METAL

SINGLE DOOR OR

PAIR OF DOORS

SF-1

R

EF

S C

H

ED

2"

2"

SCHED

REF 2"

ALUM STOREFRONT

SINGLE DOOR OR

PAIR OF DOORS

COORDINATE WITH ELECTRICAL

DRAWINGS FOR ROUGH-INS FOR

FUTURE DOOR HARDWARE AND

ACCESS CONTROL

A

R

EF

S C

H

ED

D

R

EF

S C

H

ED

3'

4"

1'

0" 1'

6"

1'

2" 8"

6" 6"

EXISTING NEW

8' - 9 3/8" ± VIF

2"5' - 2 1/8"2"

1'

8" 7'

0"

C

LE

AR

8'

8" R

O

4" 1'

2"

2" 4'

2"

2" 2'

0"

8"

A1 A-602

B1 A-602

A2 A-602

A4 A-602

CLR

3' - 0" 2"

WELD AND/OR MECHANICALLY FASTEN NEW

HOLLOW METAL FRAME MULLION TO EXISTING

HOLLOW METAL FRAME MULLION TO REMAIN.

PATCH AND GRID SMOOTH PRIOR TO FINISHING.

B3 A-602

A4 A-602

A3 A-602

3'

4" 4'

0"

R O

2" 3'

6"

4"

6' - 0"

2" EQ 2" EQ 2"

REPAIR / PATCH GWB AS

NEEDED FROM DEMOLITION

OF EXISTING FRAME

GWB PARTITION, ETR

METAL STUD FRAMING, ETR

CONT SEALANT AT BOTH SIDES

METAL STUD BOX BEAM, ETR

4"

VIF

EXIST

1/4" TEMPERED GLASS - UON

HOLLOW METAL FRAME AS

SCHEDULED

VIF

5 3/4"

METAL STUD FRAMING

1/4" TEMPERED GLASS - UON

GWB AT BOTH SIDES

HOLLOW METAL FRAME

AS SCHEDULED

SOUND BATT INSULATION WHERE

INDICATED (REF PARTITION TYPE)

VI

F

3/

4"

VI

F

EX

IS

T

CONT SEALANT AT BOTH SIDES

FRAME ANCHORS: 3 PER JAMB

CMU - REF PARTITION TYPE

GROUT CMU CELL SOLID

DOOR AND FRAME AS SCHED

CONT SEALANT AT BOTH SIDES

CMU - REF PARTITION TYPE

HOLLOW METAL FRAME AS

SCHEDULED

HOLLOW METAL FRAME

ANCHOR

1/4" TEMPERED GLASS - UON

GROUT CMU CELL SOLID

1/4" TEMPERED GLASS - UON

HOLLOW METAL FRAME AS

SCHEDULED

HOLLOW METAL FRAME AS

SCHEDULED

CONTINUOUS SEALANT AT

BOTH SIDES

CMU W/ 1" BULLNOSE

@ JAMB, TYP

2" RIGID INSULATION -

MATCH EXISTING

ALUM STOREFRONT SYSTEM

CONT BACKER ROD AND SEALANT

EA SIDE

SA TRANSITION MEMB - EXTEND

4" MIN ON FACE OF CMU

1'

2" V

IF

SALVAGED MASONRY VENEER

EXISTING WALL CONSTRUCTION

TO REMAIN

TOOTHED-IN CMU -

LENGTH MAY VARY

3"

1/ 2"

1/

2"

4" M

IN

EXISTING WALL CONSTRUCTION

TO REMAIN

8" CMU

10"W CMU BOND BEAM (L2)

WITH MIN 8" BEARING EACH

SIDE MASONRY OPENING

ALUM STOREFRONT SYSTEM

CONT BACKER ROD AND

SEALANT EA SIDE

L6x4x3/8 (LLV) W/ (2) LAYER 30#

BLDG FELT ON TOP AND

BOTTOM OF HORIZONTAL

ANGLE LEG FOR LENGTH OF

BEARING - MIN 8" BEARING

EACH SIDE MASONRY OPENING

SALVAGED MASONRY VENEER

GROUT COLLAR JOINT SOLID

SA TRANSITION MEMB - EXTEND

4" MIN ON FACE OF CMU

CONT THRU-WALL FLASHING

AND WEEPS @ 24" OC MAX

CONT TERM BAR

2" RIGID INSULATION - MATCH

EXISTING

3" 4 1/2" 6 1/2"

SHIM AS REQD

1' - 2" VIF

8 3/4"

CMU - REF PARTITION TYPE

CMU BOND BEAM LINTEL PER SCHED

(L1, UON)

CONT SEALANT BOTH SIDES

HOLLOW METAL FRAME

1/4" TEMPERED GLASS - UON

FRAME BEYOND

4"

8 3/4"

CMU - REF PARTITION TYPE

CMU BOND BEAM LINTEL PER SCHED

(L1, UON)

CONT SEALANT BOTH SIDES

HM DOOR FRAME

DOOR AND FRAME PER SCHED

FRAME BEYOND7'

-0

" A .F

.F

4"

Lic. No. 15121

DANIEL J. WEIGAND

T

T E C

IH

C

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A

C

T

O M M O

N W

EA

L FO

H

A N I

G I

R

I V

RRMM

ARCHITECTS, PC

D A

T E

D R

A W

N

P R

O J E

C T

D E

S

IG

N E

D

C H

E C

K E

D

(804)277-8987

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

M A

R K

R E

V

IS

IO

N

S

D A

T E

B Y

D E

S C

R

IP

T

IO

N

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"

D

C

B

A

E

D

C

B

A

E

SHEET

P R

O J E

C T

D R

A W

IN

G

1 2 3 4 5 6

1 2 3 4 5 6

/1

/2

:2

:2

A u to d e s k D o c s

/1

-1

H

C P

S H a n o v e r

H S

V e te ri n a ry

/1

-1 v

H

C P

S H a n o v e r H

S V e te ri n a ry

A

R C

H .r v t

A-602

/2

/2

-1

J S

C

J A

S

M R

D J W

D O

O R

S C

H E

D U

L E

T

Y P

E S

A N

D D

E T

A

IL

S

V E

T S

C

IE

N C

E

E N

G

IN

E E

R

IN

G L

A B

R E

N O

V A

T

IO

N S

H A

N O

V E

R C

O U

N T

Y P

U B

L

IC

S C

H O

O L

S

C

H A

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E R

L A

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O A

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M E

C H

A N

IC

S

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IL

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V

A

12/20/2024

DOOR SCHEDULE

DOOR FRAME

RATING

(MIN)

HDWR

SET NOTESNUMBER TYPE MAT'L

SIZE

TYPE MAT

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

F06A D ALUM/GL 3'-0" 7' - 2" 2 1/4" SF-1 ALUM D5/A-602 B5/A-602

F06B A WD 3' - 0" 7' - 0" 1 3/4" HM-101 HM B1/A-602 A2/A-602

F08A A WD PR 3' - 0" 7' - 0" 1 3/4" HM-1 HM B2/A-602 A2/A-602

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

TYPICAL DOOR FRAME TYPES

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

TYPICAL DOOR TYPES

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

HM-101

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

HM-102

FINISHED FLOOR

SCALE:A-602 1 1/2" = 1'-0"

B1 HEAD DETAIL - HM WINDOW

SCALE:A-602 1 1/2" = 1'-0"

A1 JAMB DETAIL - HM WINDOW

SCALE:A-602 1 1/2" = 1'-0"

A2 JAMB DETAIL - HM DOOR IN CMU

SCALE:A-602 1 1/2" = 1'-0"

A4 JAMB DETAIL - HM WINDOW IN CMU

SCALE:A-602 1 1/2" = 1'-0"

A3 SILL DETAIL - HM WINDOW IN CMU

SCALE:A-602 3" = 1'-0"

B5 DETAIL - JAMB

SCALE:A-602 3" = 1'-0"

D5 DETAIL - HEAD

SCALE:A-602 1 1/2" = 1'-0"

B3 HEAD DETAIL - HM WINDOW IN CMU

SCALE:A-602 1 1/2" = 1'-0"

B2 HEAD DETAILS - HM DOOR IN CMU

F 4' - 0" 4' - 0" 4' - 0"

2'

6" 1'

8"

2'

7'

0"

12' - 1"

F 4' - 0" 4' - 0" 4' - 0"

A5 A-801

2'

1'

8" 2'

6"

7'

0"

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

20' - 0"

VIF

3' - 3"

A3 A-801

4' - 0"4' - 0"

A5 A-801

_______C5 A-801

1/

2"

/2

2'

2"

4"

3'

6"

2' - 0"

1 1/2" 1 1/2"

2" 4 1/2"

9"

1/

2"

PLAM CLAD COUNTERTOP ON 3/4" WOOD

SUBSTRATE WITH BUILT-UP EDGE. FINISH

EXPOSED EDGES/FACES WITH 3MM PVC

EDGE BANDING.

GROMMET - LOCATE (2) IN FIELD PER

OWNER

METAL SUPPORT BRACKET - DOUG

MOCKETT SWS4 OR EQUAL

WIRE MANAGEMENT TROUGH

3/4" WOOD SUBSTRATE WITH PLAM,

FINISH EXPOSED EDGES/FACES WITH

3MM PVC EDGE BANDING

WOOD FRAME, TYP

RUBBER BASE (RB1), TYP

FINISHED FLOOR AS SCHEDULED

2' - 7 1/2"

A1 A-801

3'

6"

SWING GATE: 3/4" WD

SUBSTRATE WITH PLAM1;

CONT. DOUBLE ACTING SS

SPRING HINGE; PROVIDE

MAX 4" GAP AT FINISHED

FLOOR

6' - 7 1/2"

VIF

3' - 4 5/8"

2'

1/

2" 4"

A1 A-801

3'

6"

2'

6"

SWING GATE: 3/4" WD

SUBSTRATE WITH PLAM1;

CONT. DOUBLE ACTING SS

SPRING HINGE; PROVIDE

MAX 4" GAP AT FINISHED

FLOOR

VIF

3' - 4 5/8" 6"

6' - 0 1/2" 1"

6' - 7 1/2"

2'

1/

2" 4"

6' - 9"

2'

F 2' - 9" 2' - 0" 3' - 3" 2' - 0"

SWING GATE: 3/4" WD

SUBSTRATE WITH PLAM1;

CONT. DOUBLE ACTING SS

SPRING HINGE; PROVIDE

MAX 1/2" GAP AT FINISHED

FLOOR

C3 A-801

1/ 2"

2'

1/

2"

2'

3' - 6" 3' - 6" F

C3 A-801

2'

2' - 2"

1/

2" 1/

4" 2'

1/ 4"

4"

3"

REF DETAIL

FOR ADDITIONAL NOTES

A5 / A-801

EXTEND COUNTERTOP BETWEEN

EXISTING HOLLOW METAL FRAME

OPENING. SEAL / CAULK

COUNTERTOP EDGES TO HOLLOW

METAL FRAME.

COORDINATE EXACT LOCATION OF

BASE CABINET AND WOOD FRAME

IN FIELD WITH EXISTING HOLLOW

METAL FRAME LOCATION AND

DIMENSIONS.

FACE OF CABINET AND COUNTERTOP

SHALL ALIGN WITH CASEWORK

BEYOND

7'

0"

3"

2' - 2" WHERE NOTED

2' - 1"

3/4" WOOD SUBSTRATE CABINET WITH PLAM

ON ALL EXPOSED SURFACES, 3MM PVC

EDGE BANDING ON ALL EXPOSED EDGES

3/4" WOOD SUBSTRATE SHELF, MELAMINE

SURFACES WITH 3MM PVC EDGEBANDING

ALUMINUM DOOR PULL, TYP.

3/4" WOOD SUBSTRATE WITH PLAM BACKSPLASH,

BACKSPLASH RETURN @ ENDS AGAINST WALL TO

MATCH TOP (WHERE APPLICABLE)

RUBBER BASE (RB1), TYP

FINISHED FLOOR AS SCHEDULED

RECESSED METAL STANDARDS WITH ADJ SHELF RESTS

3/4" WOOD SUBSTRATE ADJUSTABLE SHELVES.

MELAMINE WITH 3MM PVC EDGEBANDING

RECESSED METAL STANDARDS

1' - 0"

3/4" WOOD SUBSTRATE WITH PLAM CABINET AND

DOOR WITH ADJUSTABLE CONCEALED HINGES,

FINISH EXPOSED EDGES/FACES WITH 3MM PVC

EDGE BANDING.

WHITE MELAMINE ON 1/4" HARDBOARD

WOOD FRAME, TYP

1/4" WOOD SUBSTRATE BACK PANEL WITH

MELAMINE, DADO INTO CABINET SIDES

4"

1/

2" 1/

4"

2'

1/

4" 4"

WOOD FRAME

INSIDE OF CABINET TO BE WHITE MELAMINE

ON TOP, BOTTOM AND SIDES

INSIDE OF CABINET TO BE WHITE MELAMINE

ON TOP, BOTTOM AND SIDES

PLAM CLAD COUNTERTOP ON 3/4" WOOD

SUBSTRATE WITH BUILT-UP EDGE. FINISH

EXPOSED EDGES/FACES WITH 3MM PVC EDGE

BANDING.

2'

1'

8" 2'

6"

3/4"

ALUMINUM DOOR PULL, TYP.

PLAM AT UNDERSIDE OF CABINET

FACE OF WALL

PLAM CLAD COUNTERTOP ON 3/4" WOOD

SUBSTRATE WITH…