Project Drawings 1 of 3.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

G-001

COVER SHEET

11/16/2020 FFE JRA

GENERAL

G-001 COVER SHEET

G-101 INFORMATION DRAWING

G-102 LOCATIONS AND LAYOUT RULES

G-103 LIFE SAFETY PLAN

CIVIL

CU-001 SITE & UTILITY PLAN

CU-002 PROFILE & DETAILS

CU-003 EROSION AND SEDIMENT CONTROL NOTES

STRUCTURAL

SB-101 SLAB PLAN

SB-501 STRUCTURAL DETAILS

SF-101 STRUCTURAL FRAMING PLAN

SF-501 STRUCTURAL FRAMING DETAILS

SF-502 STRUCTURAL FRAMING SECTIONS AND DETAILS

ARCHITECTURAL

A-001 DEMOLITION PLAN

A-002 HAZARDOUS MATERIAL DRAWING

A-101 FIRST FLOOR PLAN

A-102 MEZZANINE FLOOR PLAN

A-121 FIRST FLOOR REFLECTED CEILING PLAN

A-122 MEZZANINE REFLECTED CEILING PLAN

A-181 ROOF PLAN

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-351 WALL SECTIONS

A-401 INTERIOR DETAILS

A-501 PLAN DETAILS

A-531 ENLARGED SECTION DETAILS

A-601 DOOR AND WINDOW SCHEDULE AND DETAILS

A-602 WINDOW TYPES AND DETAILS

A-621 ROOM FINISH SCHEDULE

A-701 PARTITION TYPES AND DETAILS

FIRE PROTECTION

FX-100 FIRE SUPPRESSION PLAN - LOWER LEVEL

FX-101 FIRE SUPPRESSION PLAN - FIRST FLOOR

FX-102 FIRE SUPPRESSION PLAN - MEZZANINE

FX-103 FIRE SUPPRESSION PLAN - PENTHOUSE

FX-501 FIRE SUPPRESSION SECTIONS AND DETAILS

PLUMBING

P-100 PLUMBING LEGEND SHEET

PD-100 PLUMBING DEMOLITION PLAN - LOWER LEVEL

PD-101 PLUMBING DEMOLITION PLAN - FIRST FLOOR

PD-102 PLUMBING DEMOLITION PLAN - MEZZANINE

PL-100 PLUMBING NEW WORK PLAN - LOWER LEVEL

PL-101 PLUMBING NEW WORK PLAN - FIRST FLOOR

PL-102 PLUMBING NEW WORK PLAN - MEZZANINE

PL-501 PLUMBING DETAILS I

PL-502 PLUMBING DETAILS II

PL-601 PLUMBING SCHEDULES

PL-901 PLUMBING ISOMETRICS - SANITARY

PL-902 PLUMBING ISOMETRICS - DOMESTIC WATER

MECHANICAL

M-001 MECHANICAL LEGEND SHEET

MD-100 MECHANICAL DEMOLITION PLAN - LOWER LEVEL

MD-101 MECHANICAL DEMOLITION PLAN - FIRST FLOOR

MD-102 MECHANICAL DEMOLITION PLAN - MEZZANINE

MD-103 MECHANICAL DEMOLITION PLAN - ROOF

MH-100 MECHANICAL NEW WORK PLAN - LOWER LEVEL

MH-101 MECHANICAL NEW WORK PLAN - FIRST FLOOR

MH-102 MECHANICAL NEW WORK PLAN - MEZZANINE

MH-103 MECHANICAL NEW WORK PLAN - ROOF

MH-401 MECHANICAL SECTIONS

MH-501 MECHANICAL DETAILS

MH-502 MECHANICAL DETAILS

MH-601 MECHANICAL SCHEDULES

MH-602 MECHANICAL SCHEDULES

MH-603 MECHANICAL SCHEDULES

MH-604 MECHANICAL CONTROLS

MH-605 MECHANICAL CONTROLS

MH-606 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS & SCHEDULES

E-002 ELECTRICAL DETAILS

E-003 ELECTRICAL SCHEDULES & DETAILS

ED-100 LOWER LEVEL - DEMOLITION

ED-101 FIRST FLOOR PLAN - DEMOLITION

ED-102 MEZZANINE FLOOR PLAN - DEMOLITION

ED-103 ROOF PLAN - DEMOLITION

EL-100 LOWER LEVEL - LIGHTING

EL-101 FIRST FLOOR PLAN - LIGHTING

EL-102 MEZZANINE FLOOR PLAN - LIGHTING

EP-100 LOWER LEVEL - POWER & SYSTEMS

EP-101 FIRST FLOOR PLAN - POWER & SYSTEMS

EP-102 MEZZANINE FLOOR PLAN - POWER & SYSTEMS

EP-103 ROOF PLAN - POWER & SYSTEMS

ET-001 TECHNOLOGY DETAILS

ET-100 SITE PLAN - TECHNOLOGY

ET-101 FIRST FLOOR PLAN - TECHNOLOGY

ET-102 MEZZANINE FLOOR PLAN - TECHNOLOGY

ET-401 ENLARGED FLOOR PLAN - TECHNOLOGY

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N

CONTRACTOR STAGING AREA -

COORDINATE WITH C.O.R.

Revisions: Date:

E001

1t

BRICK

CMU

CONCRETE (SECTION)

CONCRETE OR PRECAST CONCRETE

(PLAN / ELEVATION)

CRUSHED STONE

SOLID WOOD

(TREATMENT AS NOTED)

WOOD (FINISH)

EARTH

ALUMINUM

STEEL

BATT INSULATION RIGID INSULATION

ACOUSTICAL CEILING PANEL

E.I.F.S. (ELEVATION) SOLID SURFACE

LIMESTONE

PLYWOOD

CERAMIC OR QUARRY TILE

PRECAST CONCRETE

(SECTION)

E.I.F.S. (SECTION)

ROOM NAME & ROOM NUMBER

NAME

NUMBER

ROOM NUMBER (RCP PLANS)

NUMBER

DOOR OPENING INDICATOR

NUMBER

EXTERIOR WINDOW OPENING INDICATOR

PARTITION TYPE INDICATOR

NUMBER

OR LETTER

EQUIPMENT INDICATOR

NUMBER

OR LETTER

NORTH ARROW

BUILDING NORTH

TRUE NORTH

COLUMN GRID (NEW)

* COLUMN GRID (EXIST)

BUILDING SECTION

WALL SECTION

SECTION

SHEET

NUMBER

SECTION

SHEET

NUMBER

DETAIL SECTION

SECTION

SHEET

NUMBER

BENCHMARK, LEVEL,

OR SPOT ELEVATION

KEYNOTE (SPEC REFERENCE)04 2000.A1 DETAIL CALLOUT

OR ENLARGED

PLAN

DRAWING

NUMBER

SHEET

NUMBER

NEW DOOR AND FRAME EXISTING DOOR AND FRAME

TO REMAIN

A

CEILING INDICATOR

TYPE

HEIGHT

ROOM

NAME

GYPSUM BOARD

(TYPE AS NOTED)

CENTER LINE

C.J.

CONTROL JOINT

DEMOLITION PLAN NOTE

PLAN NOTE

REMOVE DOOR AND FRAME

ITEM TO BE REMOVED

ITEM TO REMAIN

A-101

A-101

A-101

A-101

INTERIOR WINDOW OPENING INDICATORA01

ACT-1 / 18' - 0"

ACCENT WALL INDICATORP-1

MATERIAL INDICATORL-1

6" 6"

EXAMPLE 'A'

8"

8"

EXAMPLE 'B'

EXAMPLE 'C'

'B' 'D'

'C''A'

'E'

'F'

'H ''G'

EXAMPLE 'D'

'B' 'D'

'A'

'E'

'B'

'D'

'A'

'E'

EXAMPLE 'E'

'E' OR 'F'

EXAMPLE 'F'

ALIGN

SEE PART.

TYPES FOR

WALL

THICKNESS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

G-101

INFORMATION DRAWING

11/16/2020 FFE JRA

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFRIG REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RGSTR REGISTER

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAB SOUND ATTENUATION BLANKET

SAC SUSPENDED ACOUSTICAL

CEILING

SAT SUSPENDED ACOUSTICAL TILE

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT

SHLF SHELF

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SOG SLAB ON GRADE

SP SOUND PROOF

SPEC SPECIFICATION

SPKR SPEAKER

SS SANITARY SEWER

SST STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STR STAIR

STRUCT STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

TB TACK BOARD

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICK

THR THRESHOLD

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TPH TOILET PAPER HOLDER

TSTAT THERMOSTAT

TYP TYPICAL

UL UNDERWRITERS

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UR URINAL

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VNB VINYL BASE

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOF

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WWF WOVEN WIRE FABRIC

LAM LAMINATE

LAV LAVATORY

LBL LABEL

LG LONG

LH LEFT HAND

LKR LOCKER

LL LIVE LOAD

LOC LOCATION

LP LOW POINT

LT LIGHT

LTL LINTEL

LWT LIGHT WEIGHT

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MOV MOVING

MT MOUNT

MTD MOUNTED

MUL MULLION

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER (DIM)

OF OWNER FURNISHED

OFCI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED / OWNER

INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PA PUBLIC ADDRESS

PAR PARALLEL

PC PRECAST

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PFM PREFINISHED METAL

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLMG PLUMBING

PNL PANEL

PNTD PAINTED

POL POLISHED

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PROP PROPERTY

PRPL PROPERTY LINE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PLYWOOD

QT QUARRY TILE

QTR QUARTER

R RISER

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

EHD ELECTRIC HAND DRYER

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENL ENLARGED

ENTR ENTRANCE

EP ELECTRICAL PANEL

EQ EQUAL

EQPT EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FND FEMININE NAPKIN DISPOSAL

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FPRF FIREPROOF

FS FULL SIZE

FT FOOT OR FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFI GROUND FAULT INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GRTG GRATING

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIBB

HBD HARDBOARD

HC HOLLOW CORE

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH POINT

HTG HEATING

HTR HEATER

HVAC HEATING/VENTILATION/AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER (DIM)

IF INSIDE FACE

IN INCH

INCIN INCINERATOR

INCL INCLUDE

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCK OUT

KP KEY PAD

L LENGTH

LAB LABORATORY

# POUND OR NUMBER

& AND

-- - -- CENTERLINE

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACRE

ACOUS ACOUSTICAL

AD AREA DRAIN

ADD ADDENDUM

ADJ ADJUSTABLE

ADJAC ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

ALT ALTERNATIVE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASB ASBESTOS

ASPH ASPHALT

ATTEN ATTENUATION

BC BACK OF CURB

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLKT BLANKET

BM BEAM

BOT BOTTOM

BPL BEARING PLATE

BRG BEARING

BRK BRICK

BSMT BASEMENT

BUR BUILT UP ROOFING

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CHB CHALK BOARD

CJ CONTROL JOINT

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CMW CASEWORK / MILLWORK

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONV CONVENTIONAL

CORR CORRIDOR

CPT CARPET

CR CARD READER

CSMT CASEMENT

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DL DEAD LOAD

DN DOWN

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EB EXPANSION BOLT

A WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID.

B FIELD VERIFY EXISTING FINISH FLOOR ELEVATIONS PRIOR TO STARTING CONSTRUCTION. MATCH NEW FLOOR ELEVATION

WITH EXISTING UNLESS NOTED OTHERWISE.

C DIMENSIONS TO EXISTING CONSTRUCTION ARE TO FINISHED SURFACE. DIMENSIONS TO NEW CONSTRUCTION ARE TO STRUCTURAL CENTERLINE, FACE OF CONCRETE OR MASONRY CONSTRUCTION, OR TO FINISH FACE OF FRAMED MEMBERS UNLESS NOTED OTHERWISE. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK AND NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD

CONDITIONS.

D WHERE A FIXED DIMENSION IS SHOWN ON AN ACCESSIBLE FIXTURE OR ACCESSORY, THAT ITEM SHALL BE INSTALLED EXACTLY AS DIMENSIONED. REFER TO THE ACCESSORY MOUNTING LEGEND FOR MOUNTING HEIGHTS.

E DO NOT SCALE DRAWINGS. REFER DIMENSION QUESTIONS TO ARCHITECT FOR INTERPRETATION.

F DOOR AND FRAME NUMBERS CORRESPOND TO RESPECTIVE ROOM NUMBERS. IN ROOMS WITH MULTIPLE OPENINGS, A

SUFFIX HAS BEEN ADDED TO DOOR NUMBERS, I.E., A101-B.

G LOCATE INSIDE FACE OF DOOR FRAME JAMBS 6 INCHES FROM FINISH FACE OF ADJACENT WALLS UNLESS NOTED

OTHERWISE.

H COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS TO INSURE PROPER ROUGH-IN CLEARANCES FOR

INSTALLATION, USE AND MAINTENANCE.

I REFER TO LIFE SAFETY DRAWINGS FOR FIRE-RATED FLOOR, WALL, CEILING AND ROOF LOCATIONS. INSTALL FIRESTOPPING

AT PENETRATIONS IN RATED CONSTRUCTION AND AT TOPS OF RATED WALLS.

J PROTECT EXISTING SURFACES TO REMAIN THAT ARE NOT INCLUDED IN SCOPE OF WORK BUT THAT ARE WITHIN AREAS OF

CONSTRUCTION ACTIVITY.

K PATCH, REPAIR AND RESTORE EXISTING FINISHES AND SURFACES TO "AS NEW CONDITION" AS REQUIRED TO MATCH SURROUNDING MATERIALS OR TO PROVIDE APPROPRIATE SUBSTRATE PRIOR TO INSTALLING NEW FINISHES. AREAS NOTED TO BE PATCHED OR REPAIRED ON THE DRAWINGS ARE GIVEN FOR REFERENCE AND SHALL NOT BE INTERPRETED TO LIMIT

THE SCOPE OF WORK.

L PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS SUCH AS GYPSUM BOARD AND MASONRY, MASONRY AND CONCRETE, COUNTERTOPS AND WALLS, ETC.

M TOOTH NEW MASONRY INTO EVERY OTHER COURSE OF EXISTING MASONRY UNLESS OTHERWISE INDICATED. PROVIDE HORIZONTAL ANCHORS BETWEEN NEW AND EXISTING MASONRY AT CONDITIONS THAT PROHIBIT TOOTHED-TYPE CONSTRUCTION. HORIZONTAL JOINTS OF NEW MASONRY SHALL MATCH EXISTING UNLESS OTHERWISE INDICATED. NEW

MASONRY BOND SHALL MATCH EXISTING UNLESS OTHERWISE INDICATED.

N REPAIR AND PATCH SPRAYED FIRE-RESISTIVE AND FIRESTOP MATERIALS WHERE DAMAGED DUE TO INSTALLATION OF NEW

MATERIALS TO RESTORE SPECIFIED FIRE RATING.

O PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0." VERIFY FINAL CONTROL JOINT LOCATIONS WHETHER OR NOT INDICATED ON

THE DRAWINGS WITH ARCHITECT PRIOR TO STARTING WORK.

P INTERIOR STUD SPACING SHALL BE MAXIMUM 16" ON CENTER UNLESS NOTED OTHERWISE.

Q PROVIDE MOLD AND MOISTURE RESISTANT GYPSUM BOARD ON ALL INTERIOR FACE OF EXTERIOR WALLS, WALLS WITH OPERABLE PLUMBING FIXTURES, AND WALLS WITHIN 4'-0" OF DRINKING FOUNTAINS OR WATER COOLERS.

R PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS, ETC. REQUIRED FOR A COMPLETE CABINETRY INSTALLATION.

PROVIDE CUTOUTS, ACCESS PANELS AND REMOVABLE COMPONENTS AS REQUIRED BY NEW OR EXISTING CONDITIONS SUCH

AS ELECTRICAL OUTLETS, JUNCTION BOXES, CLEANOUTS, ETC.

S VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID 2X SUPPORT WOOD BLOCKING FASTENED TO FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT AND USE OF ITEMS.

WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS WITH MANUFACTURER OR SUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT

FOR INTERPRETATION.

T AT ALL EXTERIOR ENVELOPE CONDITIONS, SOLID WOOD BLOCKING INDICATED SHALL BE CONTINUOUS, U.N.O.

U PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME PERIMETERS AND SURROUNDING WALL CONSTRUCTION UNLESS

OTHERWISE INDICATED.

V PROVIDE SEALANT BETWEEN INTERIOR AND EXTERIOR WINDOW AND STOREFRONT FRAME PERIMETERS AND SURROUNDING

CONSTRUCTION UNLESS OTHERWISE INDICATED.

W DO NOT BEGIN WORK THAT MAY REQUIRE COORDINATION, SUCH AS CEILING INSTALLATION, PRIOR TO FINAL SUBMITTAL OF MECHANICAL AND ELECTRICAL COORDINATION DRAWINGS TO ARCHITECT NOR PRIOR TO RESOLUTION AND APPROVAL OF

COORDINATION ISSUES.

X REFER TO STRUCTURAL DRAWINGS FOR FOOTING, UNDERSLAB DRAINAGE AND BACKFILL REQUIREMENTS.

Y REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR SITE ELEMENTS AND IMPROVEMENTS ADJACENT TO BUILDING EXTERIOR.

Z REFER TO CIVIL DRAWINGS FOR FOUNDATION DRAINS AND STORM DRAINAGE REQUIREMENTS.

2018 KENTUCKY BUILDING CODE - (BASED ON THE 2015 INTERNATIONAL BUILDING CODE)

2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

2015 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2013 KENTUCKY PLUMBING LAW, REGULATIONS, & CODE (KRS Chapter 318 and 815 KAR Chapter 20)

2012 NFPA 1 - UNIFORM FIRE CODE (AS DIRECTED BY 2013 KENTUCKY STANDARDS OF SAFETY)

2013 NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

2013 NFPA 14 - STANDPIPE, HOSE SYSTEMS

2012 NFPA 54 - NATIONAL FUEL GAS CODE

2017 NFPA 70 - NATIONAL ELECTRICAL CODE

2013 NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE

2018 NFPA 101 - LIFE SAFETY CODE (VA FACILITIES)

GB-03-01 SEAOK - SPECIAL INSPECTION GUIDELINES, THIRD EDITION, MARCH 2007

THE ABOVE IS ONLY REPRESENTATIVE OF THE MANY CODES AND STANDARDS CURRENTLY USED IN THE KENTUCKY; AND, IS FOR REFERENCE ONLY. FOR SPECIFIC APPLICATIONS NOT LISTED ABOVE, CONTACT THE OFFICE OF HOUSING, BUILDINGS AND CONSTRUCTION, DIVISION OF BUILDING CODES

ENFORCEMENT AT (502) 573-0373 OR REFER TO CHAPTER 35 OF THE KBC.

PG-18-13 VA BARRIER FREE DESIGN STANDARD

FOR VA PROJECTS, ENFORCE NFPA CODES ABOVE SUPERCEDE IBC FOR FIRE PROTECTION AND LIFE SAFETY, REFER TO IBC ONLY WHERE NFPA IS SILENT.

- CAUTION: DUE TO THE POSSIBLE APPLICATION OF APPLIED FINISHED – THICKNESS OF WHICH MAY VARY BETWEEN FLOOR AND CEILING AND IS NOT ACCOUNTED FOR (EXCEPT AS INDICATED BY “FOF” OR “CLEAR”) BY THE DIMENSION SHOWN ON THE FLOOR PLANS – THE CONTRACTOR MUST ADJUST, AS NECESSARY, THE FLOOR PLAN DIMENSIONS TO REFLECT THE ACTUAL DIMENSIONS FOUND AT PLANE OF THE CEILING.

4. WHERE DIMENSIONS ARE NOT PROVIDED ON FLOOR PLANS, TO LOCATE DOOR OPENINGS, APPLY THE FOLLOWING RULES, IN ORDER, TO DETERMINE

THE LOCATION OF DOOR OPENINGS:

A. DOOR OPENINGS MAY BE DIMENSIONED ON DRAWINGS OTHER THAN THE FLOOR PLANS. REFER TO THE SECTIONS, ELEVATIONS, DETAILS, AND

DOOR SCHEDULE NOTES FOR ADDITIONAL DIMENSIONAL INFORMATION.

B. WHERE THE HINGE-SIDE OF A DOOR IS SHOWN ADJACENT TO A WALL-OR WALLS-PERPENDICULAR TO THE WALL IN WHICH THE DOOR OPENING

OCCURS:

- EXAMPLE ‘A’: AT DOORS OCCURRING IN METAL FRAMED GYPSUM BOARD PARTITIONS, LOCATE THE HINGE-SIDE OF THE DOOR 6 INCHES FROM THE FACE (EXCLUSIVE OF APPLIED FINISHES) OF THE CLOSEST PERPENDICULAR WALL OR PARTITION ASSEMBLY.

- EXAMPLE ‘B’: AT DOORS OCCURRING IN WALLS OF CONCRETE MASONRY UNIT CONSTRUCTION, LOCATE THE HINGE-SIDE OF THE DOOR FINISHED OPENING 10 INCHES FROM THE FACE (EXCLUSIVE OF APPLIED FINISHES) OF THE CLOSEST PERPENDICULAR WALL OR PARTITION ASSEMBLY.

C. WHERE DOOR OCCURS NOT ADJACENT TO A PERPENDICULAR WALL AND EITHER “DIM E” OR “DIM F” IS 16’-0” OR LESS, LOCATE DOOR UTILIZING THE

FOLLOWING MINIMUM DIMENSIONS (EXAMPLE ‘C’):

- DIMENSION A = 18 INCHES MIN

- DIMENSION B = 12 INCHES MIN

- DIMENSION C = DOOR WIDTH + 2 INCHES MINIMUM

- DIMENSION D = 4 INCHES MIN AT METAL FRAMED GYP BD PARTITIONS OR-EVEN MULTIPLE OF L CMU MODULE PLUS 2 INCHES AT CONCRETE

MASONRY UNIT WALLS

- DIMENSIONS E AND F = AS SHOWN ON PLANS

- DIMENSION G = 36 INCHES MIN

- DIMENSION H = 60 INCHES MIN

- IF SPACE ALLOWS, CENTER DOOR IN WALL SHOWN ON THE DRAWINGS SO THAT EITHER “DIM A” EQUALS “DIM C” OR “DIM B” EQUALS “DIM D”

D. IF “DIM E” IN DIAGRAMS SHOWN IS LESS THAN THE SUM OF 2 TIMES THE DOOR WIDTH PLUS 20 INCHES, LOCATE DOOR SO THAT MINIMUMS STATED BY NOTE NO 4C ABOVE FOR “DIM A”, “DIM B”, AND “DIM D” ARE MET – MAXIMIZING “DIM A” AND MINIMIZING “DIM D” TO THE EXTENT POSSIBLE (EXAMPLE ‘D’).

E. WHERE DOOR IS SHOWN LOCATED IN A LARGE EXPANSE OF OPEN WALL (“DIM E” AND “DIM F” IN DIAGRAM BELOW BOTH EXCEED 16’-0”), PLACE DOOR AT APPROXIMATE LOCATION SHOWN ON THE PLANS. WHERE DOOR OCCURS IN CMU WALL, PLACE DOOR AT APPROXIMATE LOCATION SHOWN WHILE

MINIMIZING “CUT” OR PARTIAL CMU MODULES ADJACENT TO THE JAMBS (EXAMPLE ‘E’).

5. WHERE WALLS AND/OR PARTITIONS OF UNEQUAL THICKNESS ABUT, ALIGN EXPOSED FACES, UNLESS OTHERWISE NOTED (EXAMPLE ‘F’)

1. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK AT THE “APPROXIMATE LOCATION SHOWN,” DO NOT SCALE DRAWINGS FOR DIMENSIONAL

INFORMATION.

2. ALL ELEMENTS OF THE DRAWINGS MAY NOT BE DRAWN TO EXACT SCALE. ALL DIMENSIONS REQUIRED ARE SHOWN (OR MAY BE DERIVED FROM THOSE SHOWN OR NOTED) ON THE FLOOR PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS, SCHEDULES, CONFIGURATION DETAILS, AND SPECIFICATIONS. SEE THE NOTES BELOW AND SYMBOLS ON SHEET G-101 FOR DIMENSIONING CONVENTIONS USED ON THIS PROJECT.

3. EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY, ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS CONFORM TO THE

FOLLOWING CONVENTIONS:

A. DIMENSIONS UTILIZING THE “CENTERLINE” SYMBOL ARE MEASURED TO:

- STRUCTURAL OR DIMENSIONAL GRID LINES.

- CENTERLINE OF CONCRETE OR CONCRETE MASONRY UNIT WALLS (EXCLUSIVE OF FURRING OR APPLIED FINISHES HAVING THICKNESS). REFER TO THE ARCH PLANS AND SECTIONS, THE STRUCTURAL DRAWINGS, OR PARTITION SCHEDULE TO DETERMINE THE THICKNESS OF CONCRETE OR

CONCRETE MASONRY UNIT WALLS.

- CENTERLINE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH WALLS) AT PARTITIONS FRAMED WITH METAL STUDS. REFER TO “PARTITION SCHEDULE” TO DETERMINE THICKNESS OF EACH PARTITION TYPE.

- CENTERLINE OF DOOR, WINDOW, OR LOUVER OPENING.

- CENTERLINE OF EQUIPMENT OR FURNISHING.

- CENTERLINE OF OTHER FEATURES AS INDICATED.

B. REFER TO SHEET G-101 FOR SYMBOL USED TO INDICATE CENTERLINE DIMENSION.

C. DIMENSIONS UTILIZING THE “CLEAR” DESIGNATION ARE MEASURED TO:

- FACE OF CONCRETE OR CONCRETE MASONRY UNIT WALL (EXCLUSIVE OF APPLIED FINISHES HAVING THICKNESS OR FURRING WHICH MAY BE ADDED

TO THE FACE OF SUCH WALLS).

- FACE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH WALL) AS DEFINED BY THE PARTITION SCHEDULE. UNLESS NOTED AS A “FACE OF FINISH” OR “CLEAR” DIMENSION (SEE NOTE ‘E’ BELOW), DIMENSIONS ARE NOT MEASURED TO THE FACE OF APPLIED FINISH. REFER TO THE “PARTITION SCHEDULE” TO DETERMINE THE THICKNESS OF EACH PARTITION TYPE.

- INSIDE EDGE OF FINISHED DOOR OPENING. REFER TO THE “DOOR SCHEDULE” FOR ADDITIONAL DIMENSIONAL INFORMATION.

- DIMENSION OR WORK POINT AS INDICATED ON RELATED ARCH. DETAIL PLAN, SECTION, ELEVATION, LAYOUT OR CONFIGURATION DETAIL, OR

CONSTRUCTION DETAIL.

D. WHERE “FACE OF FINISH" OR “CLEAR” DIMENSIONS ARE SPECIFICALLY NOTED, THE DIMENSION IS MEASURED TO:

- FINISH FACES AT THE MOST NARROW OR CONSTRICTED POINTS OF SECTION WHERE DIMENSION IS SHOWN, WHEN THE DIMENSION OCCURS ACROSS AN OPEN SPACE. IN THIS CASE, A “FACE OF FINISH” DIMENSION IS EQUIVALENT TO A “CLEAR” DIMENSION.

- FINISH FACES AT THE WIDEST OR MOST EXPANSIVE POINTS OF THE SECTION THE DIMENSION IS SHOWN WHEN THE DIMENSION OCCURS ACROSS AN

OBJECT OR GROUP OF OBJECTS.

E. WHERE “EQUAL” DIMENSIONS ARE USED ON REFLECTED CEILING PLANS TO LOCATE CEILING GRID WORK POINTS, MEASURE DIMENSIONS TO:

- EDGE OF THE INDICATED CEILING AT THE FACE OF THE ADJACENT APPLIED FINISH MEASURED AT THE PLANE OF THE CEILING.

A IN ADDITION TO ALL KEYNOTES SHOWN, CASEWORK MFR(S). SHALL PROVIDE FINISHED ENDS AT ALL EXPOSED SURFACES.

B PROVIDE IN-WALL BLOCKING FOR ALL WALL/TALL CABINETS. ALL WOOD BLOCKING TO BE FIRE TREATED.

C PROVIDE 4" HIGH SIDE SPLASHES AT ALL COUNTERTOPS ADJACENT TO WALLS OR OTHER VERTICAL SURFACE.

D PROVIDE ALL FILLERS, APRONS, CLOSURES, TRIM, ETC. AS REQ'D. FOR A COMPLETE INSTALLATION.

E PROVIDE 1" RADIUS ON ALL OUTSIDE, EXPOSED CORNERS OF COUNTERTOPS.

F U.N.O., ALL BASE CABINETS ARE 24" DEEP. U.N.O., ALL WALL CABINETS ARE 12" DEEP.

G VERIFY ALL OWNER-FURNISHED EQUIPMENT SIZES WITH OWNER PRIOR TO FABRICATION OF CASEWORK.

H CONTRACTOR TO COORDINATE WITH COR FOR GROMMET SPACING AT ALL CASEWORK PRIOR TO FABRICATION.

A COORDINATE DEMOLITION WORK WITH NEW WORK. REMOVE ADDITIONAL EXISTING ITEMS AS REQUIRED TO PERFORM

NEW WORK.

B REFER TO WORK RESTRICTIONS IN THE PROJECT MANUAL. CLOSELY FOLLOW THE PROJECT MANUAL REQUIREMENTS FOR THE LOCATIONS AND TYPES OF BARRICADES, WORKING HOURS, AND NOTIFICATIONS TO THE OWNER. COORDINATE

DEMOLITION TO MAINTAIN PROTECTION OF THE EXISTING BUILDING.

C REFER TO THE PROJECT MANUAL SECTIONS ENTITLED "EXECUTION" AND "SELECTIVE DEMOLITION."

D REFER TO THE MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL DRAWINGS AND COORDINATE DEMOLITION WORK

WITH ALL DISCIPLINES.

E COORDINATION ALL DEMOLITION WORK WITH PROJECT MANUAL SECTIONS ENTITLED "INFECTION CONTROL PROCEDURES" AND "INTERIM LIFE SAFETY MEASURES." DO NOT REMOVE AND TRANSPORT MATERIALS IN A MANNER THAT WOULD BE

UNSAFE TO PATIENTS AND STAFF.

F SURFACES ADJACENT TO AREAS OF DEMOLITION WHICH ARE AFFECTED BY THE WORK SHALL BE PATCHED AND FINISHED

TO MATCH ADJACENT SURFACES.

G ALL DEMOLITION SHALL BE DISPOSED OF IN A MANNER ACCEPTABLE TO LOCAL AND STATE REGULATORY AGENCIES.

H CONTRACTOR SHALL PROVIDE TEMPORARY PARTITIONS TO AVOID MIGRATION OF DUST INTO ADJACENT OCCUPIED

AREAS.

I ALL EQUIPMENT AND UTILITIES IN THIS BUILDING ARE TO BE DEMOLISHED AND REMOVED OFF SITE UNLESS OTHERWISE SPECIFIE AND STIPULATED ON THE DRAWINGS. THE BUILDING WAS DECOMMISSIONED SEVERAL YEARS AGO AND WAS VACATED. NOT ALL EQUIPMENT, DUCTWORK, PIPING, CABLING, WIRING, IS NOTED OR CALLED OUT IN THE BID PACKAGE. IT IS HIGHLY RECOMMENDED THAT PROSPECTIVE BIDDERS VISIT THE SITE TO REVIEW EXISTING CONDITIONS AND DECOMMISSIONED EQUIPMENT AND UTILITIES TO BE REMOVED, AS WELL AS THE LARGE AMOUNT OF LEAD PAINT TO BE ABATED OR ENCAPSULATED. NO CHANGE ORDERS WILL BE RECEIVED OR APPROVED THAT PERTAIN TO DEMOLITION OF EXISTING EQUIPMENT INSIDE THIS BUILDING OR TO LEAD PAINT ABATEMENT OR ENCAPSULATION. UPON REQUEST, THE OWNER MAY PROVIDE COPIES OF THE LIMITED AS-BUILTS FOR THIS BUILDING, WHICH DESCRIBE SOME, BUT NOT ALL, OF

THE ABANDONED OR DECOMMISSIONED EQUIPMENT AND UTILITIES.

A REFER TO FINISH PLANS, REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, ROOM FINISH SCHEDULE, & FINISH MATERIAL

SCHEDULE FOR FINISH MATERIAL LOCATIONS & INFORMATION.

B REFER TO CASEWORK DRAWINGS FOR LAMINATE AND SOLID SURFACE LOCATIONS.

C PAINT NEW & EXISTING HOLLOW METAL DOORS, DOOR FRAMES AND LINTELS EXPOSED TO VIEW IN FINISHED AREAS AND

AT EXTERIOR LOCATIONS UNLESS OTHERWISE INDICATED.

D PAINT NEW & EXISTING STEEL COLUMNS, BEAMS, STRUCTURE, ETC., EXPOSED TO VIEW IN FINISHED AREAS UNLESS

OTHERWISE INDICATED.

E PAINT NEW & EXISTING GRILLES TO MATCH COLOR OF THE WALLS IN WHICH THEY ARE LOCATED, UNLESS NOTED

OTHERWISE.

F FINISH SOFFITS, BULKHEADS, AND SIMILAR CONDITIONS TO MATCH SURROUNDING SURFACES UNLESS OTHERWISE INDICATED. ONLY VERTICAL FACES OF SOFFITS TO BE PAINTED WITH WALL COLOR - HORIZONTAL SURFACES TO BE

PAINTED CEILING WHITE, FLAT.

G IN STAIRWELLS, PAINT NEW & EXISTING STEEL STAIR AND LANDING PARTS EXPOSED TO VIEW INCLUDING RISERS AND TREADS, STRINGERS, UNDERSIDE OF STAIR STRUCTURE, HANDRAILS, WALL BRACKETS, COMPONENTS VISIBLE FROM

EXTERIOR, ETC., U.N.O.

H PROVIDE FINISHES BEHIND FIXED EQUIPMENT SUCH AS CABINETRY, CASEWORK, CHALK AND TACKBOARDS, LOCKERS, ETC.

J ALIGN FLOOR FINISH TRANSITIONS AT DOOR LOCATIONS WITH CENTERLINE OF DOOR SUCH THAT TRANSITION MATERIALS

ARE NOT VISIBLE FROM EITHER SIDE WHEN DOOR IS IN CLOSED POSITION.

K FLOORING NOT NOTED AS ACCENT AREAS SHALL RECEIVE FIELD FLOORING - SEE FINISH MATERIAL SCHEDULE AND ROOM

FINISH SCHEDULE FOR ADDITIONAL DETAILS.

L FOR FLOOR TRANSITIONS SHOWN, REFER TO DETAILS ON A-621

M ALL FLOORING SHALL EXTEND UNDER KNEE SPACES AND COUNTERS.

N WALLS NOT NOTED AS ACCENT PAINT SHALL RECEIVE FIELD PAINT, P-2.

P INSIDE CORNER OF TILE WALLS SHALL RECEIVE SEALANT JOINT IN LIEU OF GROUT, U.N.O.

A VERIFY SIZE, LOCATION AND NUMBER OF ROOF PENETRATIONS INCLUDING VENTS, PIPES, CURBS, ROOF DRAINS, CONDUITS, �ETC. PROVIDE NEW FLASHING AND SEAL PENETRATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS.

B COMPLETE WORK ABOVE ROOF, SUCH AS MASONRY, WELDING, MASONRY RESTORATION, ETC., PRIOR TO STARTING

ROOFING WORK.

C VERIFY AND MAINTAIN ROOF SLOPES AND DRAINAGE PATTERNS. TEST FOR AND CORRECT ANY PONDING CONDITIONS.

D REPAIR AND REPLACE ROOFING SYSTEM OR STRUCTURE DAMAGED BY IMPROPER STORAGE, CONSTRUCTION ACTIVITIES, OR LACK OF ADEQUATE TEMPORARY PROTECTION. THIS ALSO INCLUDES INTERIOR DAMAGE TO FINISHES, EQUIPMENT, FURNISHINGS, ETC., RESULTING FROM LEAKS.

E NEW BLOCKING SHALL BE PRESERVATIVE-TREATED WOOD.

F PAINT EXTERIOR LADDERS, BRACKETS, ETC., U.N.O.

A REFER TO FLOOR PLANS FOR LOCATIONS OF ALL INTERIOR PARTITION CONTROL JOINTS.

B PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0." VERIFY FINAL CONTROL JOINT LOCATIONS WHETHER OR NOT INDICATED

ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTING WORK.

C ALL CURVED SURFACES TO RECEIVE LEVEL 5 GYPSUM BOARD FINISH.

D ALL GYPSUM PARTITIONS GREATER THAN 15'-0" OF EXPOSED HEIGHT, INCLUDING STAIR WALLS, SHALL RECEIVE LEVEL 5

GYPSUM BOARD FINISH.

E REFER TO A-701 FOR THE DEFLECTION TRACK DETAIL TO BE USED AT ALL PARTITIONS CONNECTED TO STRUCTURE OR

BRACED TO STRUCTURE.

F PROVIDE 5/8" TYPE X GYPSUM BOARD UNLESS NOTED OTHERWISE.

G PROVIDE MOLD AND MOISTURE RESISTANT GYPSUM BOARD ON THE INTERIOR FACE OF ALL EXTERIOR WALLS AND WITHIN

4'-0" IN ALL DIRECTIONS OF ALL OPERABLE PLUMBING FIXTURES.

H PROVIDE TILE BACKING PANELS WHERE TILE IS INDICATED - REFERE TO THE FINISH SCHEDULE AND INTERIOR ELEVATIONS.

STOP BACKING PANELS 1" BELOW TOP OF TILE.

J INTERIOR STUD SPACING SHALL BE MAXIMUM 16" ON CENTER UNLESS NOTED OTHERWISE.

K GAUGE, SPACING, AND PERFORMANCE REQUIREMENTS OF METAL STUDS SHALL BE DETERMINED BY SPECIFICATION, UNO.

A CENTER CEILING GRIDS WITHIN ROOMS EACH DIRECTION UNLESS NOTED OTHERWISE.

B LOCATE CEILING GRIDS WITHIN ROOMS SUCH THAT BORDERS CONTAIN NOT LESS THAN 1/2 TILE WIDTH, UNLESS OTHERWISE

INDICATED.

C CENTER PENETRATIONS IN ACOUSTICAL CEILING SYSTEMS WITHIN INDIVIDUAL CEILING PANELS, SUCH AS SPRINKLER HEADS, DIFFUSERS, LIGHT FIXTURES, ETC., UNLESS OTHERWISE INDICATED.

D PAINT EXPOSED GYPSUM BOARD AND PLASTER CEILING SURFACES CEILING WHITE-FLAT, UNLESS OTHERWISE INDICATED.

E PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD CEILING CONSTRUCTION AS INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0." VERIFY FINAL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO

STARTING WORK WHETHER OR NOT INDICATED ON THE DRAWINGS.

F CEILING ACCESS DOORS INDICATED ARE NOT INTENDED TO LIMIT NUMBER OF PANELS REQUIRED. PANEL QUANTITY SHALL BE SUFFICIENT TO PROVIDE REQUIRED ACCESS WHETHER OR NOT INDICATED ON THE DRAWINGS. VERIFY FINAL LOCATIONS

WITH ARCHITECT PRIOR TO STARTING WORK.

G REFER TO FINISH PLANS FOR ADDITIONAL CEILING FINISH INFORMATION.

H REFER TO ELECTRICAL LIGHTING DRAWINGS FOR CEILING-MOUNTED LIGHT FIXTURE TYPES AND QUANTITIES.

J REFER TO MECHANICAL DRAWINGS FOR CEILING-MOUNTED DIFFUSERS, GRILLE TYPES AND QUANTITIES.

K REFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES AND QUANTITIES. HEADS HAVE BEEN INTENTIONALLY

OMITTED FROM REFLECTED CEILING PLANS FOR CLARITY.

A REFER TO WALL SECTIONS AND INTERIOR PARTITION TYPES FOR ADDITIONAL NOTES REGARDING TYPICAL WALL

CONSTRUCTION.

B MOUNT ANY INTERIOR SIGNAGE ON LATCH SIDE OF DOOR.

C ALL FIRE RATED DOORS SHALL BE CATEGORY "A" POSITIVE PRESSURE RATED COMPLYING WITH THE REQUIREMENTS OF

UL 10C TESTING. ADDITIONAL INTUMESCENT SEALS SHALL NOT ACCEPTABLE.

D PROVIDE CYLINDERS AND CORES FOR ALL DOOR HARDWARE CAPABLE OF BEING CHANGED AND KEYED TO THE OWNER'S

MASTER KEYING SYSTEM.

E ALL INTERIOR H.M. DOOR FRAMES, SHALL BE PAINTED P-1, U.N.O.

F ALL INTERIOR WOOD DOORS SHALL BE STAINED TO MATCH L-1, U.N.O.

G PROVIDE SEALANT BETWEEN HOLLOW METAL FRAME PERIMETERS AND SURROUNDING WALL CONSTRUCTION UNLESS

OTHERWISE INDICATED.

H GROUT FULL NEW HOLLOW METAL DOOR FRAMES IN MASONRY WALL CONSTRUCTION.

J SPOT GROUT NEW HOLLOW METAL DOOR FRAMES IN GYPSUM BOARD WALL CONSTRUCTION.

K WHERE A FIRE RATING IS INDICATED ON THE DOOR SCHEDULE, HARDWARE AND DOOR ASSEMBLY COMPONENTS SHALL

MEET THE REQUIREMENTS OF THAT LABEL.

L DOOR AND FRAME NUMBERS CORRESPOND TO RESPECTIVE ROOM NUMBERS. IN ROOMS WITH MULTIPLE OPENINGS, A

SUFFIX HAS BEEN ADDED TO DOOR NUMBERS, I.E., A101-B.

M LOCATE INSIDE FACE OF DOOR FRAME JAMBS 6 INCHES FROM FINISH FACE OF ADJACENT WALLS UNLESS NOTED

OTHERWISE.

N INSTALL CONTROL JOINTS AT ONE JAMB ON BOTH SIDES OF DOOR FRAMES WHICH DO NOT TERMINATE AT THE CEILING

PLANE.

P AT DOORS SHOWN WITH GLASS LITES, BOTTOM OF GLASS MUST BE NO HIGHER THAN 43" WHEN INSTALLED.

E

D

IM

. O N

P

LA

N

DIM. ON PLAN

5�⌧⌅�⌥

WHEN ELEMENT IS COMPLETELY DIMENSIONED ON REFLECTED CEILING PLAN

LOCATE ITEM AS INDICATED WHEN SHOWN DIMENSIONED BY REFLECTED CEILING

PLAN, ENLARGED REFLECTED CEILING PLAN, OR DETAIL

SPECIFIC DIMENSIONS SHOWN BY REFLECTED CEILING PLANS, ELEVATIONS, OR

DETAILS TAKE PRECEDENCE OVER TYPICAL LOCATION RULES

E Q

E Q

EQ EQ

5�⌧⌅��

WHEN NOT DIMENSIONED, BUT SHOWN CENTERED

LOCATE ITEM CENTERED IN SPACE (OR CEILING PLANE) WHEN SHOWN (BUT NOT

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EQ EQ

5�⌧⌅�

WHEN OFF CENTER IN SPACE BUT CENTERED ON ADJACENT ELEMENT

LOCATE ITEMS CENTERED ON ADJACENT OPENING, ELEMENT, OR FEATURE WHEN

SHOWN (BUT NOT DIMENSIONED) OFF-CENTER IN OVERALL SPACE BUT CENTERED

AGAINST ADJACENT ELEMENT

E Q

E Q

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WHEN ALIGNED WITH OTHER FEATURES

LOCATE ITEMS (LIGHT FIXTURES, SPRINKLER HEADS, DEVICES, ETC.) ALIGNED

WITH ADJACENT ITEMS FOR WHICH DIMENSIONS OR RULES ARE PROVIDED.

VISUAL ALIGNMENT IS CRITICAL. THE CONTRACTOR SHALL SELECT ONE ITEM IN

EACH LINE (ON BASIS OF TOLERANCE, SEQUENCE OF CONSTRUCTION, TRADE, OR

OTHER CRITERIA) TO SERVE AS THE ALIGNMENT BENCHMARK.

E Q

E

Q LOCATION (IN THIS DIRECTION) OF ONE ITEM

IN LINE IS ESTABLISHED BY DIMENSION OR

OTHER RULE (RULE NO. 3 SHOWN)

ACTUAL LINE OF ALIGNMENT DETERMINED BY

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ITEMS ARE LOCATED TO ALIGN WITH

BENCHMARK ITEM, SPACED EQUALLY.

DIM. ON PLAN

5�⌧⌅�+

ALIGN WITH FEATURES SHOWN DIMENSIONED ELSEWHERE IN SPACE

LOCATE ITEMS ALIGNED WITH OTHER ITEMS SHOWN DIMENSIONED ELSEWHERE IN

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D

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O

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LA

N

ALIGNMENT BASE ON

DIMENSIONED BEYOND

DIM. ON PLAN

5�⌧⌅�0

LOCATE ELEMENTS SYMMETRICALLY

LOCATE ITEMS ALIGNED WITH OTHER ITEMS SHOWN DIMENSIONED ELSEWHERE IN

SPACE (OR CEILING PLANE)

CENTERLINES OF

SPACE OR PLANE

EQ EQ

D

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WHEN NOT DIMENSIONED BUT OCCURS IN SQUARE PANEL

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E Q

E Q

EQ EQ

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WHEN NOT DIMENSIONED BUT OCCURS IN RECTANGULAR PANEL

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DIRECTION

E Q

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IN

M A

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THERMOSTAT

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OUTLET

M

IN

24"

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M A

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STANDARD

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SIGN FOR DIRECTION TO &

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

G-102

LOCATIONS AND LAYOUT RULES

11/16/2020 FFE JRA

A THE G-SERIES OF DRAWINGS ESTABLISH AND COORDINATE THE FINISHED

APPEARANCE AND LOCATION OF ALL EXPOSED ELEMENTS. THE G-SERIES

DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND LOCATION OF

ALL PARTS OF THE WORK.

EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF OTHER

DISCIPLINES SHALL GOVERN ONLY WHERE THE FOLLOWING CONDITIONS OCCUR:

A. SPECIFICALLY AND INDIVIDUALLY INDICATED BY SYMBOL, KEYED NOTE, OR

NOTATION ON THE ARCHITECTURAL DRAWINGS.

B. OCCURRING WITHIN A ROOM OR OTHER IDENTIFIABLE SPACE FOR WHICH

ARCHITECTURAL SHEET OF SCHEDULE NOTES INDICATE THAT DIMENSIONS

PROVIDED ELSEWHERE SHALL GOVERN.

B THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE THE TYPICAL RULES WHICH

GOVERN THE LOCATION, CONFIGURATION IN RELATIONSHIP TO OTHER ELEMENTS

OF THE WORK, AND FINISHED ALIGNMENT OF ALL ITEMS OCCURRING ON PLANS AND

REFLECTED CEILING PLANS OF THE PROJECT.

C THE A-SERIES FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, ELEVATIONS,

AND DETAILS ILLUSTRATE DIMENSIONED LOCATION OF MANY, BUT NOT ALL,

EXPOSED PARTS OF THE WORK. APPLY THE LAYOUT RULES SHOWN ON THIS SHEET

– IN ORDER – TO DETERMINE THE LOCATION OF THE EXPOSED PART OF THE WORK.

A. WHEN UNIQUELY AND SPECIFICALLY DIMENSIONED ON THE A-SERIES PLANS,

SECTIONS, OR ELEVATIONS (OR COMBINATION THEREOF), LOCATE AS DIMENSIONED.

B. IF NOT SHOWN, OR SHOWN BUT NOT DIMENSIONED, BY THE A-SERIES PLANS OR

ELEVATIONS, LOCATE AS INDICATED BY THE APPLICABLE RULE.

D REFER TO THE “GENERAL NOTES” FOR ADDITIONAL NOTES WHICH APPLY TO THE

ENTIRE PROJECT.

A IT IS THE INTENT OF THE DESIGN THAT ALL ITEMS SHOWN MOUNTED AT TYPICAL

HEIGHTS BE ACCESSIBLE TO PERSONS WITH DISABILITIES.

B THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE TYPICAL MOUNTING HEIGHTS AND –

WHERE APPLICABLE – TYPICAL MINIMUM OR MAXIMUM CLEARANCES AND/OR TYPICAL

MOUNTING CONFIGURATIONS FOR A VARIETY OF ITEMS. CAUTION: THIS SHEET MAY

ILLUSTRATE ITEMS OR CONFIGURATIONS WHICH DO NOT OCCUR AS PART OF THE WORK

OF THIS PROJECT. REFER TO THE PLANS, ELEVATIONS, SECTIONS, DETAILS AND

SCHEDULES TO DETERMINE WHICH ITEMS AND CONFIGURATIONS APPLY TO THE WORK

OF THIS PROJECT.

C THE MOUNTING HEIGHTS, CLEARANCES, AND CONFIGURATIONS SHOWN ON THIS SHEET

ARE TYPICAL AND SHALL APPLY TO ALL INSTANCES OF THE ITEM (OR GROUP OF ITEMS)

SHOWN UNLESS SPECIFICALLY NOTED OR DIMENSIONED OTHERWISE.

D SPECIAL OR NON-TYPICAL MOUNTING HEIGHTS OCCUR ONLY WHERE INDICATED BY

ANNOTATED SYMBOLS; BY KEY NOTES; BY NOTES ON PLANS, ELEVATIONS, OR DETAILS;

OR BY UNIQUE DIMENSIONS ON ELEVATIONS OR DETAILS.

E MOUNTING HEIGHTS, DIMENSIONS, CLEARANCES, AND ACCESS REQUIREMENTS FOR

TOILET ACCESSORIES SHOWN ON THIS SHEET ARE BASED UPON SPECIFIC

MANUFACTURERS AND MODELS AS INDICATED BY THE “EQUIPMENT SCHEDULE”. WHEN

SIMILAR ACCESSORIES OF OTHER SPECIFIED ACCEPTABLE MANUFACTURES (IF ANY)

ARE UTILIZED, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS OF THE

SIMILAR ACCESSORIES MAY VARY FROM THOSE SHOWN. WHEN SIMILAR ACCESSORIES

ARE UTILIZED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION

REQUIRED TO ACHIEVE THE SAME AESTHETIC AND FUNCTIONAL DESIGN INTENT

ILLUSTRATED BY THAT SHOWN ON THE DRAWINGS.

F TACTILE EXIT SIGNS. A TACTILE EXIT SIGN STATING “EXIT” AND COMPLYING WITH ANSI

A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AN

EXIT PASSAGEWAY AND EXIT DISCHARGE.

UP

TOOL

ROOM

RECEIVING

MANAGER'S

OFFICE

ADMIN./COPY/MAIL

100A

VEST.

CORRIDOR

TOILET

TOILET

LOCKERS

BREAK

ROOM/TRAINING

CAR

VAN

BUS/WASH

BAY

MECHANIC

WORK

ROOM

LOWER

LEVEL

PUMP

ROOM

DRIVER

WORKSTATION

WORK

BENCH

STAIR

ST-A

CORRIDOR

GROUNDS

MANAGER

GROUNDS

MAINTENANCE

GARAGE

EMERGENCY

GENERATOR

36" EXIT

36" EXIT

72" EXIT

S-1

S-1

S-1

S-1

S-1

S-1

S-1

S-1

54'

F1

F1

F1

F1

F1

I.T.

ELEC.

OPEN

OPEN

CORRIDOR

STAIR

ST-A

STORAGE

72" EXIT

F2

ABANDONED SPACE -

DOOR TO REMAIN LOCKED

FROM THE OUTSIDE,

PLUMBING TO REMAIN

OUT OF ORDER

ABANDONED SPACE -

DOOR TO REMAIN LOCKED

FROM THE OUTSIDE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

G-103

LIFE SAFETY PLAN

11/16/2020 SW MD

CHAPTER 3

Use Group (Section 302): (B) Business – Training Area & Offices

(S-1) Storage - Motor Vehicle Repair Garage

CHAPTER 5

Basement (Section 502): Yes

Construction (New, Renovation, Addition): Renovation

Number of Buildings: 1

Type of Construction (NFPA 220): II-B

Actual Building Height (B): Stories: 2, Height: 45 feet

Allowable Height (B) (Table 504.3 & 4): Stories: 4, Height: 55 feet

Allowable Area per Floor (B) (Table 506.2): 23,000 SF

Mezzanines (Section 505) None

Area Modification for Frontage (Section 506.3): Not Required

Mixed Occupancy (Section 508):

Separated occupancies (508.3.3): No Separation Requirement (B/S-1), Table 508.4

Construction (Table 508.4): 0 HR

Incidental Use Areas (Table 509.1):

Boiler Rooms over 15psi/10hp N/A

CHAPTER 6

Fire Resistive Rating Requirements (Table 601, Type

II-B):

Primary Structural Frame: 0 HR

Exterior Bearing Walls: 0 HR

Interior Bearing Walls: 0 HR

Exterior Non-Bearing Walls per 602: 0 HR > 30 Feet

Interior Non-Bearing Walls: 0 HR

Floor Construction: 0 HR

Roof Construction: 0 HR

Combustible Materials allowed in Type II (Section 603): Yes, per Exceptions Listed

Gross Square Feet per Floor:

First Floor 5,258 GSF

Second Floor 558 GSF

Basement 450 GSF

Penthouse 450 GSF

Total Gross Square Footage: 6,716 GSF

CHAPTER 7

Fire Barriers (Section 707):

Openings thru fire-barriers (707.6): 25% aggregate length

Shaft Enclosure (713): 2 hour

Fire Door Ratings (Table 716.5):

Fire Barriers, 2 hour shaft and exit enclosures: 1 L hour

CHAPTER 10

Occupant Load per Floor (Table 1004.1.2):

First Floor (100 gross) 53

Second Floor (100 gross) 6

Basement (300 gross) 5

Penthouse (300 gross) 5

Total Building Occupant Load: 79

Egress Width per Occupant with Sprinkler (1005):

Stairs: 0.2" x 79 = Minimum 44" per Section 1011.2

Other: 0.15" x 79 = Minimum 44" per Section 1020.2

Spaces with One Means of Egress (Table 1006.2.1): Maximum 49 Occupants

Minimum Number of Exits for Occupant Load (Table 1006.3.1):

2 per story (1-500 occupants)

Accesible Means of Egress (Section 1009): 2 per 1006.3.1

Elevators Required (Section 1009.2.1): No

Area of Refuge (Section 1009.3 and 1009.4):

Exit Access Travel Distance (Table 1017.2): 300 feet with sprinkler system

Corridor Rating (Table 1020.1) 0 HR (w/ Sprinkler, > 30 Occupants)

Dead End Corridors (Section 1020.4): 50 Feet, with suppression for B, 20 for A-3

Exit Enclosure (1022.1): 2 hour

Vertical Exit Enclosures (Section 1023.2): 2 hour Fire Barrier (Section 707)

Exit Discharge (Section 1029): 50% through level, Exception 1

50% through level, Exception 1 None

CHAPTER 15

Penthouse (1510.2): > 30% roof area, = building story

Elevator Lobby (Section 3006): Not required, Exception 4

M2 VINYL WASH BAY CURTAIN

10 2800 - TOILET ACCESSORY

T1 GRAB BAR SET: 36" BACK, 42" SIDE, 18" VERTICAL C.F.C.I.

T2 FRAMED MIRROR - 18" x 30" C.F.C.I.

T3 TOILET PAPER DISPENSER - SINGLE ROLL O.F.C.I.

T4 PAPER TOWEL DISPENSER - SURFACE MOUNTED O.F.C.I.

T5 SOAP DISPENSER - SURFACE MOUNTED, VERTICAL O.F.C.I.

T6 STAINLESS STEEL UTILITY SHELF C.F.C.I.

10 4413 - FIRE EQUIPMENT

F1 SEMI-RECESSED FIRE EXTINGUISHER CABINET

F2 RECESSED FIRE EXTINGUISHER CABINET

22 0000 - PLUMBING FIXTURES

P1 WALL MOUNTED EMERGENCY EYEWASH STATION SEE PLUMBING

EQUIPMENT - NIC

R1 REFRIGERATOR O.F.O.I.

R2 MICROWAVE O.F.O.I.

0+

1+00 1+41

W W

W

W

W

W W W W W

EX. 1-1/4" GAS

SERVICE RISER W/

GAS REGULATOR

EX. 4" GAS SERVICE

RISER W/ GAS

REGULATOR

W

SS

SS

SS

SS

912.42

912.62 912.36

912.12

912.91

912.72

912.20 911.95

911.84

911.96

912.75

913.05

912.95

912.91

912.10

912.38

911.98

911.07

911.08

911.22

911.49

911.83

911.21

911.37

910.75

903.12

911.32

912.56

912.58

911.80

911.62

911.68

912.10

912.48

912.64

912.13

911.92 912.16

911.98

912.56

912.20

912.10

911.89

911.94

911.82

912.15

911.99

904.66

909.76

907.22

909.68

910.30

909.32

907.81

908.24

910.84

910.93

910.78

909.87

909.73

909.62

909.68

909.14 910.02

910.05

910.03

909.25

909.82 909.50

909.74 909.76

911.08911.12

911.82

911.86

911.80

910.43

907.72

907.57

910.72

911.02

911.67

907.52

906.94

908.89

909.04

908.72

906.30

910.46 911.68

910.51

908.70

910.95

908.96

909.11 910.20

911.25 911.81

910.71

910.51

909.23

48"

910.31

911.34 911.33

911.86 911.95

911.99 912.02

911.95

30"

18"

20"

20"

912.51

912.69

913.08

913.25

913.30

912.99

912.70 912.28

912.10 912.43

912.58 912.51

912.43

911.99 911.98

911.93

911.67

911.56

911.19

911.56 911.56

911.36911.26

910.51

911.95

912.20

912.86

913.06

913.09

911.98

911.98

912.92

913.29 913.46

913.06

912.17 912.17

912.46

913.51

913.57

30163

911.82

MH/UTILITY

30164

911.84

MH/UTILITY

30228

910.56

MH/30INUTILITY

30328

911.99

MH/UTILITY

30329

911.95

MH/UTILITY

30644

909.69

MH/UTILITY

30652

909.62

MH/UTILITY

30684

909.73

MH/UTILITY

30685

909.67

MH/UTILITY

30714

911.82

MH/UTILITY

30715

911.85

MH/UTILITY

30716

910.08

MH/UTILITY

30552

904.601

DRAIN/FULLOFDEBRI

30566

907.166

DRAIN/FULLOFDEBRI

30133

957.26

N/BLDHEIGHT

30518

927.39

N/BLDHEIGHT

30519

956.89

N/BLDHEIGHT

2 STORY BRICK

BUILDING 39

WITH BASEMENT

6" C

O N

C C

U R

B

6" CONC CURB

8" C

O N

C C

U R

B

FFE-911.94

FFE-903.59

FFE-912.59

FFE-919.66

FFE-905.01

FFE-912.64

FFE-912.05

FFE-915.11

FFE-915.11

FFE-912.64

FFE-911.80

G

AT

E

D

IE

SE

L

TA

N

K

#11

BUILDING HEIGHT:45.9'

BUILDING HEIGHT:17'

3" PVC

AS

PH

AL

T

ASPHALT

CONCRETE

C O

N C

R

ET

E

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

GRASS

GRASS

GRASS

ST

O

N E

914.01

912.59

913.47

913.64 913.64

913.87

911.04

913.30

912.60

912.08 912.05

912.78

914.48

915.86

915.42

915.30 915.48

914.85

912.42

913.72

913.80

913.74

913.72

913.18

911.75

912.56

912.69

912.74

912.19911.48

913.78

913.82

912.53

912.31 911.64911.16

911.10

910.81 910.81

911.67

911.37

911.13

911.31 911.70

912.26

912.72

913.30

913.56

912.76

912.79

915.76

912.90 912.88

916.59

916.16 915.92

915.84 915.80

915.79

911.66

912.06

912.05

912.41

912.49

912.58

1 STORY BRICK

1 STORY BLOCK

FFE-914.94

FFE-913.95

FFE-914.03

FFE-914.06

FFE-913.99

FFE-914.06

ASPHALT

CONC

CONC

C O

N C

GRASS

GRASS

GRATE

CL 5' BAY

EOI

EOI

EOI

CO

M

CO

M

W-D

W-D

W-D

W-D

W-D W-D W-D W-D W-D W-D W-D W-D

CONC

PAD FOR

DISPENSER

8" vcp

6" ci

6" v cp

12" vcp

4" c i

6" vcp

6" v cp

" v cp

" v cp

6" ci

4" pvc8" vcp

8" vcpinv(ne):900.95 direction only direction only direction only direction only direction only st m st m st m

W-D

W -D

W -D

W -D

W -D

W -D

W -D

C O

M C

O M

C O

M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M

UGT UGT

unk unk unk unk unk un k un k un k un k un k un k un k

GAS CUT

6' BAY

8' BAY

METAL

STAIRS

9' GARAGE BAY

METAL

STAIRS

8' CHAIN LINK FENCEWITH BARBED WIRE

un k un k

UGTUGT

UG

T

UGT

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T U

G T

U G

T

(4) 3" DOUBLE

WALL FUEL LINES

(FIELD VERIFY

LOCATION)

NATURAL GAS

GENERATOR

(4) 3" DOUBLE

WALL FUEL LINES

(FIELD VERIFY

LOCATION)

D

IE

SE

L

TA

N

K

D

IE

SE

L

TA

N

K

D

IE

SE

L

TA

N

K exist drainage inlet tr:911.32 inv(nw):908.86 exist clean out tr:911.49 inv(se):908.79 exist sanitary mh tr:913.20inv(ne):903.55 inv(se):903.50 inv(w):904.10 direction only exist sanitary mh tr:912.73 inv(ne):903.58inv(sw):903.55 inv(se):911.23 inv(nw):904.49 direction only exist sanitary mh tr:910.96 inv(ne):904.09inv(sw):904.09 inv(se):904.36 inv(se):906.86 drop pipe exist drainage mh tr:909.90 inv(ne):900.28 inv(nw):899.15 inv(ne):905.54 inv(e):900.82 inv(sw):902.50 inv(sw):899.80

BUILDING HEIGHT:46.6'1 STORY BRICK

BUILDING 41

INCENERATOR BLDG.

A

A

B

C C

C

C

D

D

E

FOR E85

DEMOLITION

WORK 150'

SOUTH

SEE SHEET

CU-003

1A

1B

1C

1C

1D

1D

R15

9'

(ABANDONED TO BE

REMOVED SEE INFORMATION

ON PLUMBING DRAWINGS)

DIESEL FUEL LOADING STATION,

BOLLARDS & TERMINATION WELLSC

DIESEL FUEL

TERMINATION WELLS

C

DIESEL FUEL

TERMINATION WELLS

C

DIESEL FUEL

TERMINATION WELLS

C

DIESEL FUEL

TERMINATION

WELLSC

SLOPE PAVEMENT

DOWN TO

EXISTING DRIVE

11A

11B12

11B

11B

11B

11A

11A

11A

13A

13B

A. REMOVE EXISTING CONC. CURB FOR NEW DRIVE APPROACH.

B. REMOVE EXISTING CONCRETE PAVEMENT

C. PURGE EXISTING FUEL LINES AND REMOVE ALL BELOW GRADE DOUBLE WALL

PIPING AND LEAK PROTECTION WELLS ON EACH END OF UNDERGROUND

PIPING. FIELD VERIFY LOCATION. ABOVE GRADE PIPE CONNECTED TO

BELOW GRADE PIPING SHALL BE REMOVED AND CAPPED AT TO THE FIRST

ABOVE GROUND FITTING AT THE TANK END AND TO THE BUILDING WALL AT

BUILDING END. THIS FUEL LINE DEMOLITION WORK SHALL INCLUDE ALL

BACKFILLING, RESTORATION AND SEEDING OF DISTURBED AREAS AND SHALL

BE PART OF THE BASE BID. IF ALTERNATE #2 IS NOT ACCEPTED, CUT AND

CAP PIPES REMAINING AT FUEL STORAGE TANKS.

D. ADD ALTERNATE # 2 - REMOVE EXISTING DIESEL FUEL TANKS AND ABOVE

GROUND PIPING, PERIMETER FENCE , STONE GROUND COVERING AND

CONCRETE FOUNDATIONS AND SLABS. THIS ALTERNATE WORK SHALL ALSO

INCLUDE ALL RESTORATION, TOP SOIL, FINISH GRADING AND SEEDING OF

AREAS DISTURBED. VERIFY TANKS ARE EMPTY PRIOR TO REMOVAL. NOTIFY

COR IF TANKS ARE NOT EMPTY.

E. ADD ALTERNATE #1 - REMOVE EXISTING E85 TANK AND EQUIPMENT TO

INCLUDE THE FOLLOWING:

xx TANK, SENSORS, CONTROLLERS AND FOUNDATION SLAB xx TANK FILL STATION , PUMP, PIPING, PIPE SUPPORT FOUNDATIONS xx DISTRIBUTION PUMP CONTROLS AND ACCESSORIES xx SOLAR PANELS, BATTERY PANEL, WIRING AND ACCESSORIES xx CANOPY AND FOUNDATIONS.

xx SECURITY CAMERA, LIGHT, POLE AND FOUNDATIONS. PULL

CONDUCTORS BACK TO SOURCE PANEL.

THIS WORK SHALL ALSO INCLUDE ALL RESTORATION, TOP SOIL, FINISH

GRADING AND SEEDING OF AREAS DISTURBED. THIS WORK IS SHOWN ON

SHEET

1. NEW CONCRETE APPROACH SLAB - SEE DETAILS ON SHEET CU-002

A. EXPANSION JOINT PER KTC 807.04.03 AT BUILDING WALL.

B. SAW CUT CONTROL JOINT.

C. REINFORCE IRREGULAR SHAPED DRIVE AREAS W/#3 BARS AT 12" EACH

WAY.

D. SAWCUT EDGE OF ASPHALT AT EDGE OF CONCRETE. PROVIDE JOINT

SEALANT PER KTC 807.03.01 BETWEEN CONCRETE AND ASPHALT

PAVEMENT.

E. TOP OF CONCRETE SHALL MATCH NEW TOP OF BUILDING SLAB

ELEVATION WHICH WILL BE 2" ABOVE EXISTING SLAB. SEE ARCH &

STRUCTURAL PLANS.

2. NEW 6" FIRE MAIN (SEE PROFILE ON SHEET CU-002).

3. NEW 6" GATE VALVE AND POST INDICATOR.

4. CONNECT TO EXISTING 8" FIRE MAIN WITH TAPPING TEE AND VALVE.

5. 6" 45° ELBOW W/ BLOCKING OR JOINT RESTRAINTS.

6. 6" 90° ELBOW W/ BLOCKING OR JOINT RESTRAINTS.

7. NEW 6" FIRE MAIN BUILDING SERVICE ENTRY - CORE BUILDING WALL OR

REUSED ABANDONED STEAMLINE PENETRATION AND TERMINATE END OF

PIPE WITH BLIND FLANGE OR GROOVED JOINT CAP FOR PRESSURE

TESTING. COORDINATE LOCATION WITH BUILDING FIRE PROTECTION PIPING

WORK. RESTRAIN END CAP WITH (2) 3

4" STAINLESS STEEL THREADED RODS

ANCHORED TO BUILDING WALL WITH ADHESIVE (5" MIN EMBEDMENT).

8. NEW GARAGE DOOR (SEE ARCH PLANS).

9. NEW 6" INTEGRAL CONCRETE CURB WITH NEW CONCRETE DRIVE. TAPER

CURB FROM 0' AT BUILDING TO 6" AT STREET.

10. NEW 6" PIPE BOLLARD ADJACENT TO OVERHEAD DOORS. SEE BOLLARD

DETAIL ON SHEET CU-002.

11. PROVIDE EROSION CONTROL PRACTICES AROUND CONSTRUCTION SITE.

SEE SPECIFIC EROSION CONTROL AND OTHER ENVIRONMENTAL NOTES ON

SHEET C-003.

A. SILT WORM GEOTEXTILE TUBE ALONG EDGE OF PAVEMENT AND

NEAREST CATCH BASIN DRAINING THE SITE PER DETAIL ON SHEET CZ P

CU-002.

B. PROVIDE SLIT FENCE ALONG LOW SIDE OF DISTURBED AREAS PER

DETAIL ON SHEET CZ P CU-002.

12. PROVIDE TEMPORARY 8' HIGH CHAIN FENCE (NO BARBED WIRE)…