Attachment I - Drawings.pdf

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

Department of Veterans Affairs Medical Center

LEVIN PORTER ASSOCIATES

ARCHITECTURE PLANNING INTERIOR DESIGN

3011 NEWMARK DRIVE

MIAMISBURG, OH 45342

937.224.1931 P

937.224.3091 F

HEAPY ENGINEERING

ELECTRICAL

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

THP LIMITED, INC

STRUCTURAL ENGINEERS

100 EAST EIGHTH ST. CINCINNATI, OHIO 45202

513.241.3222 P

513.241.2981 F

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com

PARKING GARAGE RISK ASSESSMENT STUDY AND REMEDIATION

85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

TITLE SHEET

G001

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

3200 VINE STREET CINCINNATI, OH 45220

82145.00

02/27/19

BLDG 16

BLDG 1

BLDG 2

CINCINNATI CAMPUS KEYPLAN

Scale: N.T.S.

GARAGE

VICINITY MAP

N.T.S.

NORTH

SURFACE MOUNTED

4' LIGHTING FIXTURE

2' x 4' RECESSED LIGHTING

FIXTURE

RECESSED LIGHTING

FIXTURE (CENTER IN CEILING

GRID SPACE)

DIR. LIGHTING FIXTURE

(CENTER IN CEILING GRID

SPACE)

SUPPLY GRILLE

RETURN GRILLE

2' x 4' ACOUSTICAL CEILING

2' x 2' ACOUSTICAL CEILING

GYPSUM BOARD CEILING

EXPOSED STRUCTURE

FULL HEIGHT WALL

DETAIL NUMBER

DETAIL TITLE

DETAIL SCALE

SECTION I.D. NUMBER

DRAWING TITLE

SHEET WHERE

SECTION IS LOCATED

NOTE (IF

APPLICABLE)

SECTION

DETAIL (ENLARGED)

AREA TO BE ENLARGED

DETAIL I.D. NUMBER

SHEET WHERE

DETAIL IS LOCATED

ELEVATION ELEVATION I.D.

NUMBER

SHEET WHERE

ELEVATION IS LOCATED

DOOR NUMBER

DOOR NUMBER

WINDOW

? WINDOW

IDENTIFICATION

FINISH

ACM-1 FINISH

IDENTIFICATION

KEYED NOTES

KEYED NOTE

DESIGNATION

REVISIONS

REVISION AREA

REVISION DESIGNATION

ELEVATION HEIGHT

ELEVATION HEIGHT

100'-0" T.O.S.

ELEVATION REFERENCE

SCALE |?

NOTE (IF

APPLICABLE)

ROOM ROOM NAME

ROOM NUMBER

COLUMN LINE

NEW DOOR

EXISTING DOOR

STRUCTURAL WOOD

FINISHED WOOD

PLYWOOD

STEEL OR METAL

CERAMIC TILE

CEMENT, STUCCO,

PLASTER, OR

STONE

RIGID INSULATION

BATT, BLANKET, OR

LOOSE

FILL INSULATION

SPRAY-

APPLIED

INSULATION

GRANULAR/GRAVEL FILL

FACE BRICK

ACOUSTICAL TILE

CARPET

METAL (GREATER

THAN

1" = 1'-0" SCALE)

METAL (LESS THAN

1"

= 1'-0" SCALE)

GLASS BLOCK

CONCRETE

MASONRY

UNIT (CMU)

EARTH

CONCRETE

(SECTION)

& AND

� ANGLE

@ AT

CENTERLINE

DIAMETER OR ROUND

Ÿ SQUARE

# POUND OR NUMBER

A# AIR WITH NUMBER OF

VALVES INDICATED

A/C AIR CONDITIONING

ABI ADDITIONAL BID ITEM

ACOUS ACOUSTICAL

ACC ACCESSIBLE

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADD'L ADDITIONAL

AED AUTOMATED EXTERNAL DEFIBRILLATOR

ADJ. ADJUSTABLE or ADJACENT

A.F.F. ABOVE FINISHED FLOOR

AGGR AGGREGATE

AL or ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASB ASBESTOS

ASC ACID STORAGE CABINET

ASPH ASPHALT

AUTO AUTOMATIC

BBD BULLETIN BOARD

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BRZ BRONZE

BSMT BASEMENT

BSC BIOSAFETY CABINET

C. COURSES

CAB CABINET

C.B. CATCH BASIN or CHALKBOARD

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

CHAM CHAMFER

CHK. BD. CHALK BOARD

C.I. CAST IRON

C.J. CONTROL JOINT

C.L. CENTER LINE

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

COMPT COMPARTMENT

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CLOSURE PANEL OR FINISHED PANEL

CS CUPSINK, SEE SPECIFICATIONS FOR SIZE

CSMT CASEMENT

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CW COLD WATER

D DATA

D.A. DOOR ACTUATOR

DBL DOUBLE

DEPT DEPARTMENT

DEPART DEPARTURE

DET DETAIL

DF DRINKING FOUNTAIN

DI DIONIZED WATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DN DOWN

D.O. DOOR OPENING

DR DRYING RACK or DOOR

DS DOWN SPOUT

DSP DRY STANDPIPE

DW DUMBWAITER

DWR DRAWER

DWG DRAWING (S)

E EAST OR ELECTRIC OUTLET, COORDINATE

WITH ELECTRICAL CONTRACTOR

EA EACH

E.C.C. ENVIRONMENTAL CONTROL CHAMBER

EJ EXPANSION JOINT

EL or ELEV ELEVATION or ELEVATOR

ELEC ELECTRICAL

EMER EMERGENCY

ENCL ENCLOSURE

ENLRG'D ENLARGED

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER STATION BY PLUMBING CONTRACTOR

EW EMERGENCY EYEWASH BY PLUMBING CONTRACTOR

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EX or EXIST EXISTING

EXPO EXPOSED

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAK FIRST AID KIT

FB FIRE BLANKET or FLAT BAR

FBD FIREBOARD

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FGL FIBERGLASS

FH FUME HOOD

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FIN FINISH

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY (CMU)

FOS FACE OF STUDS

FP FIREPOOF

FR(T) FIRE RETARDANT (TREATED)

FS FILLER STRIP or FULL SIZE

FSC FLAMMABLE STORAGE CABINET

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

FV FIELD VERIFY

G# GAS COCK WITH NUMBER OF VALVES INDICATED

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GL GLASS or GRID LINE

GND GROUND

GR GUARD RAIL or GROUND

GT GROUT

GYP GYPSUM

HB HOSE BIBB

HBD HARDBOARD

HC HOLLOW CORE

HD HEAVY DUTY

HDR HEADER

HDWD HARDWOOD

HDWE HARDWARE

HEX HEXAGON

HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

HTG HEATING

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW HOT WATER

ICU INTENSIVE CARE UNIT

ID INSIDE DIAMETER (DIM)

INSUL INSULATION

INT INTERIOR

ISO ISOMETRIC

JAN JANITOR

JC JANITOR'S CLOSET

JT JOINT

KIT KITCHEN

KPL KICKPLATE

KS KNEE SPACE

L LEFT

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

LKR LOCKER

LOC LOCATION

LLD LEAD LINED DOOR

LT LIGHT

LTD LIMITED

LTL LINTEL

LVL LEVEL

LVR LOUVER

M METER

MACHINE

MAINT MAINTENANCE

MACH MACHINE

MAS MASONRY

MAX MAXIMUM

MM MILLIMETER

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MOLDING

MO MASONRY OPENING

MOD MODIULAR or MODIFY (IED)

MOV MOVABLE

MT MOUNT

MTL or MET METAL

MTD MOUNTED

MUL MULLION

MWK MILLWORK

N NORTH

NAT NATURAL

NI NICKEL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NON COM NON-COMBUSTABLE

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OC ON CENTER

OD OUSIDE DIAMETER (DIA)

OFF OFFICE

OH OVERHEAD

OPH OPPOSITE HAND

OPN'S OPENING

OPP OPOSITE

OPS OPPOSITE SURFACE

PRCST PRE CAST

PB PANIC BAR

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERI PERIMETER

PG PLATE GLASS

PL PLATE

PLF POUNDS PER LINEAL FOOT

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNL PANEL

PORT PORTABLE

PPG POLISHED PLATE GLASS

PR PAIR

PS PULL SCREEN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT or PRESSURE TREATED

PTD/PTR PAPER TOWEL

DISPENSER/RECEPTICAL

PTN PARTITION

R RIGHT

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RECEP RECEPTACLE

RECEPT RECEPTIONIST

REF REFERENCE

REFL REFLECTED

REFR or REFRIG REFRIGERATOR

REV REVISION

REINF REINFORCED

REQ ('D) REQUIRE (MENT) (S) ('D)

RESIL RESILIENT

RFS ROOM FINISH SCHEDULE

RGTR REGISTER

RH RIGHT HAND

RM ROOM

R.O. ROUGH OPENING

RS REAGENT SHELF or ROUGH SAWN

RWC RAIN WATER CONDUCTOR

RWL RAIN WATER LEADER

S SOUTH

SB SMOKE BARRIER or SINK BASE

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN or SOAP DISPENSER

SECT SETION

SFRM SPRAY APPLIED FIRE

REISTIVE MATERIAL

SF GL SAFETY GLASS

SG SHEET GLASS

SH SHELF

SHR SHOWER

SHT SHEET

SIM SIMILAR

SKL SKYLIGHT

SL SLOPE

SND or

SNR

SANITARY NAPKIN

DISPENSER/RECEPTICAL

SP SOUND PROOF

SPEC SPECIFICATION

SPK SPEAKER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRL STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

TB TACK BOARD

TEL TELEPHONE

T&G TONGUE & GROOVE

THK THICK

TJ TOOLED JOINT

TO TOP OF

TV TELEVISION

TYP TYPICAL

UNF UNFINISHED

UON or

UNO UNLESS OTHERWISE NOTED

UR URNAL

V# VACUUM WITH NUMBER

OF VALVES INDICATED

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VIF VERIFY IN FIELD

VNR VENEER

VT VINYL TILE

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WOOD BASE

WC WALL CABINET

WD WOOD

WG WIRED GLASS

WM WIRE MESH

W/O WITHOUT

WP WATER PROOF

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XMFR TRANSFORMER

1.

MACH

CL

FRP FIBERGLASS REINFORCED PLASTIC

WRB WEATHER RESISTIVE BARRIER

6" M

AX

EQ

EQ

D

IM

"D

DOOR LOCATION DETAIL

DOOR FRAMING DETAIL

REF. USG GYPSUM CONSTRUCTION HANDBOOK

SCALE: N.T.S.

N.T.S.

20 GA. (MIN) DOUBLE

STUDS @ EACH JAMB

METAL DOOR FRAME

CONTINUOUS BRACING

WHERE STUDS ARE

MORE THAN 12'-0" LONG

RUNNER BETWEEN

JAMB STUDS

METAL STUDS @

16" O.C. MAX

3/4" HORIZ. BRACING WHEN

OPENING IS MORE THAN

3'-0"-OMIT BRACING

WHEN DIM."D" IS 2'-0" OR

LESS

STRUCTURAL

FLOOR /

ROOF

RUNNER

JAMB ANCHOR - MIN. 4

ANCHORS PER JAMB-TYP.

RUNNER

FLOOR SLAB

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

WITH CLOSER AND

LATCH ON DOOR

FLOOR

ACOUSTICAL

SEALANT

SET STUD TRACK IN

(2) CONTINUOUS

BEADS OF SEALANT

5/8" GYP. BD.

4" M

IN

LINE OF CEILING

STUD PARTITION WALL

SEE PLAN FOR HEIGHT

AND LOCATION

TOP RUNNER

STRUCTURE / ROOF

ABOVE1 1/2" CHANNEL

OR STEEL STUD

BRACING @ 4' O.C.

WALL BRACING DETAIL

SCALE: N.T.S.

NOTE: ALL WALLS WHICH DO NOT EXTEND TO STRUCTURE ABOVE

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

4" MIN WALL CLEAR

(MINIMUN)

1'-6"CLEAR IF BOTH

LATCH AND CLOSER ON DOOR

1'-0" CLEAR

4" M

IN

ST A T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

GENERAL NOTES AND SYMBOLS

G002

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SYMBOLS CEILING SYMBOLS MATERIAL INDICATIONS

ABBREVIATIONS

SHEET INDEXTYPICAL PLAN WALL DETAILS

A. ALL WORK WILL COMPLY WITH ALL APPLICABLE NATIONAL, STATE OR LOCAL CODES, ORDINANCES AND REGULATIONS INCLUDING THE AMERICAN DISABILITIES ACT (ADA) AND THE AMERICAN NATIONAL STANDARDS

INSTITUTE (ANSI) GUIDELINES.

B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE COR OF ANY WORK THAT MIGHT REQUIRE INTERRUPTION OF UTILITY SERVICES, CAUSE NOISE, OR CREATE VIBRATION PRIOR TO COMMENCEMENT OF THIS

WORK.

C. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE SPECIFICATIONS INCLUDING ALL GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, MATERIAL AND CONSTRUCTION PROVISIONS

WHICH APPLY TO MATERIALS OR CONSTRUCTION METHODS REQUIRED.

D. DO NOT PAINT ANY SEALANTS OR CAULKING WHICH ARE SUBJECT TO MOVEMENT. CONTROL JOINTS SHALL BE CAULKED AFTER PAINTING AND SPECIAL COATING APPLICATIONS. PROVIDE CAULKING OR SEALANTS WHICH

MATCH ADJACENT FINISHED COLORS UNLESS NOTED OTHERWISE.

E. ALL EXISTING CONSTRUCTION TO REMAIN THAT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE

PATCHED OR REPAIRED TO MATCH EXISTING ADJACENT CONSTRUCTION.

F. ALL SUSPENDED ITEMS SHALL BE ATTACHED DIRECTLY TO STRUCTURE AND NOT ANCHORED TO ANY NON-

STRUCTURAL ITEM, COMPONENT OR SYSTEM.

G. NEW CORE DRILLING THROUGH EXISTING STRUCTURAL ELEMENTS REQUIRED BY CONSTRUCTION SHALL BE COORDINATED BY THE CONTRACTOR TO AVOID DRILLING THROUGH OR INTO ANY STRUCTURAL ELEMENTS.

H. NEW CONSTRUCTION INSTALLED SHALL BE COORDINATED BY THE CONTRACTOR FOR PROPER FIT, DIMENSIONS AND ACCESS TO THE BUILDING PRIOR TO BEGINNING CONSTRUCTION AND DELIVERY OF COMPONENTS TO THE

SITE.

I. INTERIOR DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE

J. CONTRACTOR'S BID SHALL INCLUDE THE GREATEST QUANTITY AND QUALITY OF ALL ITEMS AND ASSEMBLIES FOR

A COMPLETE AND FULLY OPERATIONAL PROJECT IN ACCORDANCE WITH THE VETERAN ADMINISTRATION'S

REQUIREMENTS

K. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, REMOVAL AND REPLACEMENT WORK SPECIFIED AND REQUIRED TO ACCOMMODATE THE REQUIRED IMPROVEMENTS, AND SHALL ALSO BE RESPONSIBLE FOR ANY AND ALL NECESSARY REPLACEMENT, REPAIRING, AND PATCHING. WORK TO BE DONE BY WORKMAN SKILLED AND REGULARLY EMPLOYED IN THE TRADES

INVOLVED.

L. CONTRACTOR SHALL PROPERLY PLAN AND EXECUTE ALL WORK. NO EXTRA COSTS FOR LACK OF PROPER

PLANNING AND EXECUTION SHALL BE CONSIDERED.

M. CONTRACTOR SHALL VERIFY AS-BUILT CONDITIONS FOR MATERIAL DIFFERENCES PRIOR TO PERFORMING ANY

WORK AND SHALL NOTIFY THE COR OF ANY DISCREPANCIES.

GENERAL PROJECT NOTES

Sheet List

Sheet Number Sheet Name

01. GENERAL

G001 TITLE SHEET

G002 GENERAL NOTES AND SYMBOLS

G003 LIFE SAFETY PLAN

G004 PHASING PLANS

02. ARCHITECTURE

A101 1ST FLOOR PLAN

A102 2ND FLOOR PLAN

A103 3RD FLOOR PLAN

A104 4TH FLOOR PLAN

A105 5TH FLOOR PLAN

A106 6TH FLOOR PLAN

A201 EXTERIOR ELEVATION

A202 EXTERIOR ELEVATION

A401 ENLARGED PLAN

03. ELECTRICAL

E001 LEGEND, ABBREVIATIONS & INDEX OF DRAWINGS

E101 LEVEL 1 PLAN

E401 ENLARGED PLAN

UP UP

UP UP

UP

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

C

B

A.3

A

MIN 1 ELEVATOR AS

ACCESSIBLE MEANS OF

EGRESS (NFPA 7.5.4.7)

ELEVATOR SHAFT TO

HAVE 2 HOUR FIRE RATING

EXIT TO GRADE STAIR #

1/ELEVATOR 32" MIN

CLEAR (NFPA 7.2.1.2.3.2)

DISTANCE TO ADJACENT

STRUCTURE >10'-0"

(NFPA 5.2.2) TYP.

MEANS OF EGRESS

STAIR #1 MIN. WIDTH

44" (NFPA TABLE

7.2.2.2.1.2(B))

FIRE EXTINGUISHER

CABINET

STORAGE USE

(149 OCCUPANTS)

(NFPA TABLE 7.3.1.2 W/IBC

2009-200 SQ. FT. PER PERSON)

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER

CABINET

FIRE

EXTINGUISHER

CABINET

MEANS OF EGRESS

STAIR #2 MIN. WIDTH

44" (NFPA TABLE

7.2.2.2.1.2(B))

EXIT TO GRADE STAIR #

1/ELEVATOR 32" MIN

CLEAR (NFPA 7.2.1.2.3.2)

OPENINGS ARE GREATER THAN 20% OF INTERIOR WALL

(NFPA48.8.13.3)

1 1.1 1.9 2 3 4 5 6 6.1 6.97'

C

B

A.3

A

(NFPA 7.5.1.3.2)

260'-7 1/2" > 1/2 DIAGONAL

11.1 1.92 3 4 5 66.1 6.97'

C

B

A.3

A

STAIR #1 STAIR #2

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER

CABINET

STORAGE USE

(149 OCCUPANTS)

(NFPA TABLE 7.3.1.2 W/IBC

2009-200 SQ. FT. PER PERSON)

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

LIFE SAFETY PLAN

G003

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

NO CHANGE IN CODE

NFPA LIFE SAFETY CODE REVIEW:

CLASS I STANDPIPE REQUIRED IN ACCORDANCE WITH NFPA 88A 6.5.1

PARKING GARAGE IS AN OPEN STRUCTURE AND MEETS THE CRITERIA PER NFPA 42.8.1.3.1 & 42.8.1.3.2 AND

NFPA 88A - SECTION 5.5

BASEMENT = 823 S.F.

AREA PER FOOR = 35, 525 S.F.

6 FLOOR MAX. HEIGHT WITH PARTIAL BASEMENT AND ELEVATOR MACHINE ROOM.

BUILDING CLASSIFIED AS MIXED USE

- OPEN PARKING GARAGE/STORAGE

CHAPTER 8 - FIRE RATINGS:

8.3.4.2 ELEVATOR HOISTWAY - 2 HOURS

ELEVATOR MACHINE ROOM - 2 HOURS

CHAPTER 11 - SPECIAL STRUCTURES

11.2 OPEN STRUCTURES

11.2.2.3 OPEN STRUCTURES ARE EXEMPT FROM MINIMUM STAIR REQUIREMENTS. 44" MIN.

PROVIDED

11.2.2.4.1 OPEN STRUCTURES ARE EXEMPT FROM REQUIRING 2 EXITS. 2 EXITS ARE PROVIDED

11.2.2.6 OPEN STRUCTURES ARE EXEMPT FROM TRAVEL DISTANCES.

11.2.3.1 OPEN STRUCTURES ARE EXEMPT FROM PROTECTION OF VERTICAL OPENINGS

REQUIREMENTS.

11.2.3.2 OPEN STRUCTURES SHALL AUTOMATIC, MANUAL OR OTHER PROTECTION THAT IS

APPROPRIATE FOR HAZARD.

11.2.3.4 OPEN STRUCTURES SHALL BE EXEMPT FROM REQUIREMENTS FOR DETECTION,

ALARMS AND COMMUNICATION SYSTEMS.

CHAPTER 12 - STORAGE OCCUPANCIES (PARKING GARAGE)

(ORDINARY HAZARD FOR 6.2.2.3, 42.13.1.5)

42.4.1 TWO REMOTE MEANS OF EGRESS ARE REQUIRED.

EXCEPTION: BASEMENT ACCESS WILL BE LIMITED TO ONLY ELEVATOR ELECTRIC

MAINTENANCE UNTIL THE CONSTRUCTION OF THE FUTURE CONNECTOR CORRIDOR.

IBC (INTERNATIONAL BUILDING CODE)

311.3 LOW HAZARD STORAGE GROUP (S-2)

406.5 OPEN PARKING STRUCTURE PER DEFINITION

TABLE 406.5.4 2B CONSTRUCTION, 50,000 S.F. ALLOWABLE/8 TIER

TABLE 601 CONSTRUCTION TYPE 2B REQUIRES 0-HOUR RATINGS/NO SPRINKLER ON ALL

STRUCTURE, WALL & ROOF.

IBC CONSTRUCTION TYPE 2B = NFPA CONSTRUCTION TYPE 2 (000)

TABLE A.8.2.1.2 (NFPA 101) - TYPE 2 (000) = NO RATED STRUCTURE, WALL OR ROOF.

CODE ANALYSIS

NORTH

SCALE | 1/32" = 1'-0"

EXISTING LEVEL 1 - LIFE SAFETY PLAN1

SCALE | 1/32" = 1'-0"

EXISTING LEVEL 3 LIFE SAFETY PLAN2SCALE | 1/32" = 1'-0"

EXISTING LEVEL 6 LIFE SAFETY PLAN3

NORTHNORTH

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

C

B

A.3

A

1 1.1 1.9 2 3 4 5 6 6.1 6.97'

C

B

A.3

A

11.1 1.92 3 4 5 66.1 6.97'

C

B

A.3

A

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

C

B

A.3

A

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

C

B

A.3

A

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

C

B

A.3

A

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

0:

:4

AM

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

PHASING PLANS

G004

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1/32" = 1'-0"

LEVEL 1 - PHASING PLAN6

SCALE | 1/32" = 1'-0"

LEVEL 3 - PHASING PLAN10SCALE | 1/32" = 1'-0"

LEVEL 6 - PHASING PLAN25

NORTH

NORTH

NORTH

SCALE | 1/32" = 1'-0"

LEVEL 2 - PHASING PLAN8

SCALE | 1/32" = 1'-0"

LEVEL 4 - PHASING PLAN21

SCALE | 1/32" = 1'-0"

LEVEL 5 - PHASING PLAN23

NORTH

NORTH

NORTH

CONTRACTOR TO USE THIS AREA AS

TEMPORARY ENTRANCE/EXIT

DURING ENTRANCE RENOVATION OF

PHASE F1

EXISTING ELEVATORS

PHASING PLAN - GENERAL NOTES

1. THE PLANS ON THIS SHEET ARE SHOWN FOR DIAGRAMMATIC AND PHASING PURPOSE ONLY. IT

SHOULD NOT BE SCALED OR OTHERWISE USE FOR TAKE OFFS. THE SCOPE OF WORK IS MOST

ACCURATELY DETAILED IN THE ACCOMPANYING BID DOCUMENTS. IN THE EVENT THAT THERE

IS ANY AMBIGUITY OR CONFLICT BETWEEN THE SCOPE DESCRIBED IN THIS SHEET AND THE

SCOPE DETAILED IN THE ACCOMPANYING BID SET, THE BID SET SHALL GOVERN.

2. WORK SHOULD BE PHASED TO MINIMIZE DISRUPTION OF PARKING DURING REGULAR BUSINESS

HOURS.

3. MAINTAIN TWO WAY TRAFFIC FLOW IN PARKING GARAGE AND SURROUNDING DRIVES. SHUT

DOWNS SHALL OCCUR ONE LANE AT A TIME, KEEPING OTHER LANE OPEN AND USABLE.

CONTRACTOR TO PROVIDE 2 WEEK NOTICE TO COR FOR ANY CLOSURE. CONTRACTOR TO

SUBMIT PHASING PLAN FOR COR REVIEW

4. CONTRACTOR TO COORDINATE CLOSING OF PARKING SPACES IMPACTING WORK AREA.

COORDINATE AREA TO BE BLOCKED OFF WITH COR. AREA SHOULD EQUAL AREA IMPACTED

DURING ONE WORKING DAY. CONTRACTOR TO PROVIDE WEEKLY PLAN TO COR ON CLOSING OF

PARKING SPACES.

5. PARKING GARAGE ACCESS SHOULD BE AVAILABLE DURING ALL PHASES OF THE

CONSTRUCTION PROJECT.

6. EXISTING PUBLIC MEANS OF EGRESS TO BE MAINTAINED THROUGHOUT PROJECT AT ALL TIMES.

PHASE

EXISTING PEDESTRIAN EXIT

PHASE F2

PHASE E1

PHASE E2

PHASE E4

PHASE E3

STAIR #1

STAIR #2

STAIR

#1 STAIR

#2

PHASE E

PHASE F

PHASE D1

PHASE D2

PHASE D4

PHASE D3

STAIR

#1 STAIR

#2

PHASE D

PHASE A1

PHASE A2

PHASE A4

PHASE A3

STAIR

#1 STAIR

#2

PHASE A

PHASE B1

PHASE B2

PHASE B4

PHASE B3

STAIR

#1 STAIR

#2

PHASE B

PHASE C1

PHASE C2

PHASE C4

PHASE C3

STAIR

#1 STAIR

#2

PHASE C

2' - 0"

2'

6"

2'

6"

2' - 0" 8' - 0"

2'

6"

45' - 1" 46' - 0" 45' - 10" 2' - 5" 45' - 6" 2' - 6"

2'

0"

2' - 0"3'

0"

6' - 6"26' - 7"

1' - 0" 10 1/2"

46' - 1"

1' - 0 1/2"

48' - 0" 48' - 0" 48' - 0" 48' - 0"

1' - 0 1/2"

46' - 1"

10 1/2"

1.1 1.9 2 3 4 5 6 6.1 6.9 7'

45' - 1 1/2"

1' - 0"

2'

6"

2'

0"

2'

6"

1'

9"

48' - 10 1/2" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 45' - 1 1/2"

C

B

1'

3"

/8

/8

A.3

A

290' - 0"

A201

A202

A201

A202

A401

DEDUCT ALTERNATE #1

32.01

25' - 0"

32.02

A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR START OF PROJECT.

B. PROVIDE PROTECTION AS REQUIRED FOR EXISTING PARKING GARAGE.

C. PARKING GARAGE WILL BE OPEN DURING CONSTRUCTION OF SECURITY

BARRIER.

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 8:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

1ST FLOOR PLAN

A101

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

EXISTING LEVEL 126

KEYNOTES#

GENERAL NOTES

32.01 REMOVABLE BOLLARD/ SEE DETAIL 25/A401

32.02 NEW ISLAND EXTENSION

B

A.3

A

A201

A202

A201

A202

32' - 8"

7'

6"

7'

6"

7'

6"

7'

6"

45' - 6"45' - 6"45' - 6"45' - 6"25' - 8"

44' - 8"44' - 6"

7'

6"

7'

6"

7'

6"

7'

6"

2' - 0"

2'

6"

2'

6"

2' - 0"

2'

6"

45' - 1" 46' - 0" 45' - 10" 2' - 5" 45' - 6" 2' - 6"

2' - 0"3'

0"

1' - 0" 10 1/2"

46' - 1"

1' - 0 1/2"

48' - 0" 48' - 0" 48' - 0" 48' - 0"

1' - 0 1/2"

46' - 1"

10 1/2"

45' - 1 1/2"

1' - 0"

2'

6"

2'

0"

2'

6"

3'

2"

48' - 10 1/2" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 45' - 1 1/2"

1'

3"

/8

/8

290' - 0"

5.06

5.06

5.06

5.06

5.06

5.06

5.06

A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR START OF PROJECT.

B. PROVIDE PROTECTION AS REQUIRED FOR EXISTING PARKING GARAGE.

C. PARKING GARAGE WILL BE OPEN DURING CONSTRUCTION OF SECURITY

BARRIER.

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

2ND FLOOR PLAN

A102

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

EXISTING LEVEL 226

KEYNOTES#

GENERAL NOTES

5.06 METAL MESH ANCHORED TO EXISTING PRECAST CONCRETE PANEL

11.1 1.92 3 4 5 66.1 6.97'

B

A.3

A

A201

A202

A201

A202

7'

6"

7'

6"

7'

6"

7'

6"

25' - 8"

44' - 8"

7'

6"

7'

6"

7'

6"

7'

6"

46' - 0" 2' - 0"

2'

6"

2'

6"

2' - 0"

2' - 0"3'

0"

6' - 0 11/16"

1' - 0" 10 1/2"

46' - 1"

1' - 0 1/2"

48' - 0" 48' - 0" 48' - 0" 48' - 0"

1' - 0 1/2"

46' - 1"

10 1/2" 1' - 0"

2'

6"

2'

0"

2'

6"

48' - 10 1/2" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 45' - 1 1/2"

/8

/8

290' - 0"

5.06

5.06

5.06

A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR START OF PROJECT.

B. PROVIDE PROTECTION AS REQUIRED FOR EXISTING PARKING GARAGE.

C. PARKING GARAGE WILL BE OPEN DURING CONSTRUCTION OF SECURITY

BARRIER.

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

3RD FLOOR PLAN

A103

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

EXISTING LEVEL 326

KEYNOTES#

GENERAL NOTES

B

A.3

A

A201

A202

A201

A202

32' - 8"

45' - 6"45' - 6"45' - 6"45' - 6"25' - 8"

44' - 8"44' - 6"

45' - 6" 45' - 6" 45' - 6" 45' - 6"2' - 0"

2'

6"

2'

6"

2' - 0"45' - 1" 46' - 0" 45' - 10" 2' - 5" 45' - 6" 2' - 6"

2' - 0"3'

0"

1' - 0" 10 1/2"

46' - 1"

1' - 0 1/2"

48' - 0" 48' - 0" 48' - 0" 48' - 0"

1' - 0 1/2"

46' - 1"

10 1/2"

45' - 1 1/2"

1' - 0"

2'

6"

2'

0"

2'

6"

48' - 10 1/2" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 46' - 0" 2' - 0" 45' - 1 1/2"

/8

/8

290' - 0"

5.06

5.06

5.06

5.06

A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR START OF PROJECT.

B. PROVIDE PROTECTION AS REQUIRED FOR EXISTING PARKING GARAGE.

C. PARKING GARAGE WILL BE OPEN DURING CONSTRUCTION OF SECURITY

BARRIER.

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

4TH FLOOR PLAN

A104

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

EXISTING LEVEL 426

KEYNOTES#

GENERAL NOTES

B

A.3

A

A201

A202

A201

A202

32' - 8"

45' - 6"45' - 6"45' - 6"45' - 6"25' - 8"

44' - 8"44' - 6"

45' - 6" 45' - 6" 45' - 6" 45' - 6"

A202

5.06

5.06

5.06

5.06

/A

A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR START OF PROJECT.

B. PROVIDE PROTECTION AS REQUIRED FOR EXISTING PARKING GARAGE.

C. PARKING GARAGE WILL BE OPEN DURING CONSTRUCTION OF SECURITY

BARRIER.

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

5TH FLOOR PLAN

A105

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

EXISTING LEVEL 526

KEYNOTES#

GENERAL NOTES

B

A.3

A

A201

A202

A201

A202

32.03

32.03

32.03

32.03

5.06

26.01

26.01

26.01

26.01

32.03 26.01

A. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR START OF PROJECT.

B. PROVIDE PROTECTION AS REQUIRED FOR EXISTING PARKING GARAGE.

C. PARKING GARAGE WILL BE OPEN DURING CONSTRUCTION OF SECURITY

BARRIER.

D. THE GARAGE DOES HAVE A UL MASTER LABEL LIGHTING PROTECTION

SYSTEM

E. ENTIRE SCOPE OF LIGHTING PROTECTION IS LIMITED TO ABOVE GROUND, NO

SUBSURFACE WORK SHOULD BE REQUIRED.

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

6TH FLOOR PLAN

A106

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

EXISTING LEVEL 626

KEYNOTES#

5.06 METAL MESH ANCHORED TO EXISTING PRECAST CONCRETE PANEL

26.01 REMOVE/RELOCATE EXISTING LIGHTNING PROTECTION

CONDUCTOR FOR INSTALLATION OF NEW METALLIC SECURITY

FENCE. REMOVE STRIKE TERMINATION DEVICES AND BOND NEW

FENCE TO LIGHTNING PROTECTION CONDUCTOR/SYSTEM.

PROVIDE ALL MODIFICATIONS TO LIGHTNING PROTECTION

SYSTEMS TO COMPLY WITH NFPA 780 AND PROVIDE UL MASTER

LABEL FOR ENTIRE BUILDING. SUBMIT SHOP DRAWINGS SHOWING

PROPOSED MODIFICATIONS

32.03 ORNAMENTAL STEEL FENCE ANCHORED TO EXISTING PRECAST

CONCRETE PARAPET WALL

GENERAL NOTES

AND STEEL STRUCTURE.

LEVEL 1

732' - 0"

LEVEL 2

744' - 4"

LEVEL 3

755' - 8"

LEVEL 4

767' - 0"

LEVEL 5

778' - 4"

LEVEL 6

789' - 8"

T.O. PRECAST

COLUMN

793' - 6"

ELEVATOR

PENTOUSE

807' - 5"

T.O. ELEV.

PRECAST

819' - 1"

11.1 1.9 2 3 4 5 66.1 6.97'

A202

ORNAMENTAL STEEL

FENCE ANCHORED TO

EXISTING PRECAST

CONCRETE PARAPET WALL

METAL MESH ANCHORED

TO EXISTING PRECAST

CONCRETE PANEL ..

7'

0"

EXISTING CHAIN LINK FENCE EXISTING CHAIN LINK FENCE EXISTING CHAIN LINK FENCE EXISTING CHAIN LINK FENCE EXISTING CHAIN LINK

FENCE

LEVEL 1

732' - 0"

LEVEL 2

744' - 4"

LEVEL 3

755' - 8"

LEVEL 4

767' - 0"

LEVEL 5

778' - 4"

LEVEL 6

789' - 8"

T.O. PRECAST

COLUMN

793' - 6"

ELEVATOR

PENTOUSE

807' - 5"

T.O. ELEV.

PRECAST

819' - 1"

11.11.9234566.16.97'

3'

4'

4'

4'

4'

EXISTING CHAIN LINK

FENCE

EXISTING CHAIN LINK

FENCE

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

0:

:5

AM

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

EXTERIOR ELEVATION

A201

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

WEST ELEVATION27

SCALE | 1" = 10'-0"

EAST ELEVATION26

LEVEL 1

732' - 0"

LEVEL 2

744' - 4"

LEVEL 3

755' - 8"

LEVEL 4

767' - 0"

LEVEL 5

778' - 4"

LEVEL 6

789' - 8"

T.O. PRECAST

COLUMN

793' - 6"

ELEVATOR

PENTOUSE

807' - 5"

T.O. ELEV.

PRECAST

819' - 1"

C B A.3 A

EXISTING CHAIN LINK

FENCE

LEVEL 1

732' - 0"

LEVEL 2

744' - 4"

LEVEL 3

755' - 8"

LEVEL 4

767' - 0"

LEVEL 5

778' - 4"

LEVEL 6

789' - 8"

T.O. PRECAST

COLUMN

793' - 6"

CBA.3A

INDUSTRIAL

ORNAMENTAL STEEL

FENCE, SEE DETAIL

19/A202

STAINLESS STEEL FABRIC

INSTALLED ON CABLE RODS

ANCHORED TO PRE CAST

PANELS

STAINLESS STEEL FABRIC

INSTALLED ON CABLE RODS

ANCHORED TO STEEL FRAME

EXISTING CHAIN LINK

FENCE

EXISTING CHAIN LINK

FENCE

LEVEL 4

767' - 0"

LEVEL 5

778' - 4"

A

STAINLESS STEEL

FABRIC INSTALLED ON

CABLE RODS

ANCHOR TO PRECAST PANEL WITH

CONCRETE EYEBOLT ANCHOR

EXTERIOR INTERIOR

4'

2"

LEVEL 5

778' - 4"

C B

STAINLESS STEEL FABRIC

INSTALLED ON CABLE RODS

ANCHORED TO PRE CAST

PANELS @ 30 INCHES O.C.

WITH EYE BOLT

CONNECTIONS

4'

4"

HORIZONTAL CABLE

VERTICAL CABLE

CORNER CONNECTION

INTERMEDIATE CONNECTION

7'-11" MAXIMUM POST DIMENSION

ANTI-CLIMB CURVED PICKETS

EXISTING PRECAST PARAPET

POST ANCHORED TO PRECAST PARAPET

RAIL

POST

10"

1'

8"

3/4" 14 ga. PICKET

7'

0"

HORIZONTAL CABLE (WIRE ROPE )

VERTICAL CABLE

CONCRETE INTERMEDIATE

CONNECTION

EYEBOLT

CONCRETE

ANCHOR

STEEL FRAME

INTERMEDIATE

CONNECTION

EYEBOLT

TAP AND DRILL

TO ATTACH TO

STEEL FRAME

STA T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

0:

:1

AM

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

EXTERIOR ELEVATION

A202

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

SCALE | 1" = 10'-0"

NORTH ELEVATION26 SCALE | 1" = 10'-0"

SOUTH ELEVATION16

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

Section 627

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

TYPICAL SECURITY BARRIER LEVEL 2-518

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

ORNAMENTAL FENCE DETAIL19

SCALE | 6" = 1'-0"

SECURITY BARRIER CONNECTIONS24

1 1.1 2 3

A.3

A

R T

R

Tic

T

R

G

EXISTING

ISLAND

NO CHANGES TO

DEVICES ON THE

ENTRY SIDE

G

2'

0"

M ax

STRIPING

RELOCATE CARD READER AND

TOKEN TO APPROX. LOCATION OF

EX. GATE

PROVIDE NEW GOOSENECK POST.

PAINT TO MATCH EXISTING.

RELOCATE EXISTING

GATE

RELOCATE GATE

SENSOR LOOPS

NEW ISLAND

PIPE BOLLARD

MOVE STOP BAR

LOCATION

12' - 2"

EXISTING 4-WAY STOP

PROVIDE THRU

LANE

USE ARROW

TURN AROUND AREA FOR

PATIENT SHUTTLES

NO PARKING ZONE

A401

EQ

EQ

1'

9"

5' - 0" 5' - 0" 5' - 0" 5' - 0"

REMOVABLE BOLLARD/ SEE

DETAIL 25/A401

CONCRETE FOOTING

EXISTING SURFACE

MOUNTED

BOLLARDS TO

REMAIN

SURFACE MOUNTED

BOLLARDS, PAINT

TO MATCH EXISTING

COMPACT CAR

PARKING

COMPACT CAR

PARKING

COMPACT CAR

PARKING

COMPACT CAR

PARKING

INDICATES PATH OF CAR

THREE HEADED TURN AND

THROUGH LANE-USE ARROW

NEW PARKING STRIPING

9'

6"12

STRIPING

25' - 0"

4'

0" 4'

0"

4'

0"

NEW BOLLARD. SEE DETAIL 21/A401

GE

E R T

EXISTING

ISLAND

NEW ISLAND

ENBEDDED CONDUIT IN NEW

CONCRETE ISLAND AS REQUIRED

REMOVE RADIUS END OF

EXISTING ISLAND

PROVIDE SURFACE MOUNTED JUNCTION

BOX TO TRANSITION FROM SURFACE

MOUNTED CONDUIT TO EMBEDDED

CONDUIT FOR NEW GATE LOCATION

SEE ELECTRICAL DRAWINGS

PROVIDE SURFACE MOUNTED

CONDUIT FOR WIRING OF

RELOCATED DEVICES AS REQUIRED

LINE OF EXISTING PARKING GARAGE

ABOVE

BOLLARD

RELOCATED GATE

PROVIDE DOWEL

PINS AT 18" O.C.

NEW CONCRETE

ISLAND, MATCH

HEIGHT OF

EXISTING ISLAND

TOP OF BOLLARD

6" STEEL PIPE

WITH

CONCRETE FILL

FLOOR LINE

24" MIN. DIA CONC. FILL AT BOLLARD

2' - 0"

3'

6" 2'

6"

3"

LEVEL 1

732' - 0"

1'

9"

3"

3'

0"

#4 REBAR STIRRUPS

PLASTIC LINING SHEET

2" PVC PIPE

1/4" THICK SS.GRADE FLANGE

WITH 12" EMBEDDED SLEEVE

• LID TO BE SECURE WITH A 3/8" TAMPER PROOF SCREW

WHEN LID IS IN THE CLOSED POSITION.

#4 HORIZONTAL REINFORCEMENT

COMPACTED

GRANULAR FILL - SEE

STRUCTURAL

DOME TOP

3000 PSI CONCRETE

2'

9/

1'

0"

ST A T E O F OHIO

REGIST ERED A RCHIT

EC

T

JAME

SW.

WILLIAM

S9266

James W. Williams, License #9266 Expiration Date 12/31/2019

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of on e-eig hth in ch on e f oo t on e-qu ar ter in ch on e f oo t thr ee -e igh ths in ch on e f oo t on e-ha lf i nc h = on e f oo t thr ee -q ua rte rs inc h = on e f oo t on e i nc h = on e f oo t on e a nd on e-ha lf i nc he s = on e f oo t thr ee in ch es on e f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

SCHEMATIC DESIGN 11/29/18

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202-2129 Ph 513-241-3222 Fax 513-241-2981 www.thpltd.com85% DESIGN DEVELOPMENT 01/18/19

3 100% REVIEW FEB 2019

4 BID DOCUMENTS FEB 2019

5 REVISED BID DOCUMENTS DEC 2019

/2

0/

:5 9:

A

M

PARKING GARAGE RISK

ASSESSMENT STUDY AND

REMEDIATION

ENLARGED PLAN

A401

EM/SSBW/VP

539-18-205

Cincinnati, Ohio P1

82145.00

02/27/19

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

ENLARGED ENTRANCE26

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

GARAGE ENTRANCE ISLAND15 SCALE | 1/2" = 1'-0"

ISLAND SECTION5SCALE | 3/4" = 1'-0"

BOLLARD DETAIL21SCALE | 3/4" = 1'-0"

REMOVABLE BOLLARD25

ELECTRICAL SYMBOLS

EXISTING OUTLET OR DEVICE TO REMAIN . MAINTAIN EXISTING C IRCUITING.

DASH SYMBOL INDICATES PARTICULAR OUTLET OR DEVICE TO BE REMOVED AND CIRCUITRY MADE CONTINUOUS W HERE

REQUIRED.

ELECTRICAL CONNECTION.

20A-125V SINGLE RECEPTACLE, NEMA 5-20R (18" MH UNLESS NOTED OTHERW ISE).

SPECIAL PURPOSE RECEPTACLE. REFER TO NOTE ON PLAN.

20A-125V DOUBLE DUPLEX RECEPTACLE. NEMA 5-20R, (18" MH UNLESS NOTED OTHERW ISE) TW O GANG ASSEMBLY.

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R W ITH BOTTOM OUTLET CONTROLLED BY W ALL SW ITCH. (18" MH UNLESS

NOTED OTHERW ISE).

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R, W ITH GROUND FAULT CIRCUIT INTERRUPTER (18" MH UNLESS NOTED

OTHERW ISE).

20A-125V W EATHERPROOF DUPLEX RECEPTACLE, NEMA 5-20R (HORIZONTAL 18" MH UNLESS NOTED OTHERW ISE) W ITH

EXTRA DUTY GRAY COVER, VERTICAL MOUNT.

20A-125V W EATHERPROOF DUPLEX RECEPTACLE, NEMA 5-20R W ITH GROUND FAULT CIRCUIT INTERRUPTER (18" MH

UNLESS NOTED OTHERW ISE), W ITH EXTRA DUTY GRAY COVER, VERTICAL MOUNT.

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R, ON EMERGENCY POW ER (18" MH UNLESS NOTED OTHERW ISE).

20A-125V POW ERLOCK GROUNDING TYPE RECEPTACLE, HOSPITAL USE (66" MH UNLESS NOTED OTHERW ISE).

20A-125V DUPLEX PEDESTAL TYPE FLOOR RECEPTACLE, NEMA 5-20R, IN FLOOR BOX W ITH COVERPLATE AND HOUSING.

PROVIDE CARPET FLANGE W HERE REQUIRED.

20-125V DUPLEX RECEPTACLE, NEMA 5-20R, W ITH ISOLATED GROUND (18" MH UNLESS NOTED OTHERW ISE).

20A-125/250V-1PH-4W SINGLE RECEPTACLE, NEMA 14-20R (18" MH UNLESS NOTED OTHERW ISE).

30A-125/250V-1PH-4W SINGLE RECEPTACLE, NEMA 14-30R (18" MH UNLESS NOTED OTHERW ISE).

50A-125/250V-1PH-4W SINGLE RECEPTACLE, NEMA 14-50R (18" MH UNLESS NOTED OTHERW ISE).

20A-250V-3PH-4W SINGLE RECEPTACLE, NEMA 15-20R (18" MH UNLESS NOTED OTHERW ISE).

30A-250V-3PH-4W SINGLE RECEPTACLE, NEMA 15-30R (18" MH UNLESS NOTED OTHERW ISE).

50A-250V-3PH-4W SINGLE RECEPTACLE, NEMA 15-50R (18" MH UNLESS NOTED OTHERW ISE).

JUNCTION BOX.

MULTI-OUTLET RECEPTACLES ASSEMBLY, NEMA 5-15R (SINGLE OUTLETS ON 18" CENTERS) (46" MH UNLESS NOTED

OTHERW ISE).

CLOCK HANGER OUTLET, SINGLE NEMA 5-15R RECESSED IN COVER PLATE (84" MH UNLESS NOTED OTHERW ISE).

SINGLE POLE SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

TW O POLE W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

MULTI-W AY W ALL SW ITCH, # INDICATES NUMBER OF W AYS (46" MH UNLESS NOTED OTHERW ISE).

SW ITCH W ITH NEON PILOT LIGHT. ONE-GANG ASSEMBLY (46" MH UNLESS NOTED OTHERW ISE).

KEY OPERATED W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

LIGHTING DIMMER SW ITCH (46" MH UNLESS NOTED OTHERW ISE) 1000 W ATTS UNLESS OTHERW ISE INDICATED.

SW ITCH W ITH RECEPTACLE (46" MH UNLESS NOTED OTHERW ISE) STANDARD TW O-GANG ASSEMBLY OF SW ITCH AND

RECEPTACLE.

FLUSH FRACTIONAL HORSEPOW ER MOTOR STARTER W ITH NEON PILOT LIGHT. ONE-GANG ASSEMBLY (46" MH UNLESS

NOTED OTHERW ISE).

HP RATED W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

DISCONNECT SW ITCH.

MOTOR STARTER.

COMBINATION MOTOR STARTER AND DISCONNECT SW ITCH.

ELECTRIC MOTOR.

ELECTRICAL PANEL OR SW ITCHBOARD PER DRAW INGS.

PULL BOX.

LINE VOLTAGE THERMOSTAT.

UNIT HEATER.

FAN COIL.

ELECTRIC BASEBOARD HEATER.

AIR CONDITIONER.

CONDENSING UNIT.

UNIT VENTILATOR.

CORD REEL.

POW ER POLE.

PHOTOELECTRIC SENSOR.

LIGHTING CONTACTOR.

CEILING MOUNTED OCCUPANCY SENSOR.

W ALL MOUNTED OCCUPANCY SENSOR.

CEILING MOUNTED DAYLIGHT SENSOR.

OCCUPANCY SENSOR POW ER PACK.

PUSHBUTTON (46" MH UNLESS NOTED OTHERW ISE) EDW ARDS 852 (120 VOLT).

BUZZER (90" MH UNLESS NOTED OTHERW ISE) EDW ARDS 340-A (120 VOLT).

4" DIAMETER (90" MH UNLESS NOTED OTHERW ISE) EDW ARDS "ADAPTABEL" (120 VOLT).

GF

W P

W P/GF

EM

T

IG

20A

30A

50A

20A

50A

30A

J

P

K

DM

R

H

UH

FC

AC

CU

UV

PP

OS

M

OS

M

DS

OP

PC

T

B

20A-125V D UPLEX REC EPTACLE, NEM A 5-20R (46" M H UNLESS NOTED OTHERW ISE).

C

M

CR

LC

P/B

ELAPSED TIME INDICATOR CLOCK (90" MH UNLESS NOTED OTHERW ISE) W ITH RESET SW ITCH (46" MH UNLESS NOTED

OTHERW ISE).

INTERCOM SYSTEM DESK MOUNTED MASTER CONTROL STATION. SUBSCRIPT "W " INDICATES W ALL MOUNT (46" MH

UNLESS NOTED OTHERW ISE).

INTERCOM STAFF STATION (46" M H UNLESS NOTED OTHERW ISE).

INTERCOM HORN TYPE SPEAKER (84" M H UNLESS NOTED OTHER W ISE).

INTERCOM SPEAKER FLUSH M OUNT IN C EILING.

I

M

H

S

DUCT HEATER.H

DH

H

EB

LOW -VOLTAGE MOM ENTARY W ALL SW ITCH (46" MH UN LESS NOTED OTHERW ISE).

L

SECURITY SYMBOLS

GATE AND CONTROLLER BY OTHERS. PROVIDE POW ER, COM M AND CONTROL W IR ING AS REQUIR ED..GATE

CR PEDESTAL MOUNTED CARD READER. EXTEND CABLING TO EXISTING SIGNALS CLOSET..

ABBREVIATIONS

AAP - AREA ALARM PANEL - MEDICAL GAS

ACC - ACCESS

ADJ - ADJUSTABLE

AF - ARC FAULT CIRCUIT INTERRUPTER

AFCI - ARC FAULT CIRCUIT INTERRUPTER

AFF - ABOVE FINISHED FLOOR TO BOTTOM OF ITEM

AFG - ABOVE FINISHED GRADE TO BOTTOM OF ITEM

ALT - ALTERNATE

AP - ACCESS PANEL

APPROX - APPROXIMATE

ARCH - ARCHITECT OR ARCHITECTURAL

ASSY - ASSEMBLY

ATS - AUTOMATIC TRANSFER SW ITCH

BLDG - BUILD ING

BOE - BOTTOM OF EQUIPMENT

BOT - BOTTOM

BTW N - BETW EEN

CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CKT - C IRCUIT

CLG - CEILING

CMU - CONCRETE MASONRY UNIT

CONN - CONNECT OR CONNECTION

CONTR - CONTRACTOR

COR - CONTRACTING OFFICER'S REPRESENTATIVE

CORR - CORRIDOR

CTR - CENTER

D - DEPTH

DET - DETAIL

DIA - D IAMETER

DIM - D IMENSION

DIV - D IVISION

DN - DOW N

DW G - DRAW ING

EA - EACH

EC - ELECTRICAL CONTRACTOR (DIVISION 26)

EJ - EXPANSION JOINT

ELEC - ELECTRICAL

ELEV - ELEVATION OR ELEVATOR

EM - EMERGENCY

EQ - EQUAL

EQS - EQUIPMENT SUPPLIER

EQUIP - EQUIPMENT

ETR - EXISTING TO REMAIN

EX - EXISTING

EXP - EXPANSION

EXT - EXTERIOR

FCE - FIRE CONTROL EQUIPMENT

FF - FINISHED FLOOR ELEVATION

FLR - FLOOR

FSC - FIRE SUPPRESSION CONTRACTOR (DIVISION 21)

FT - FEET

FTG - FOOTING

GC - GENERAL CONTRACTOR

GF - GROUND FAULT CIRCUIT INTERRUPTER

GFCI - GROUND FAULT CIRCUIT INTERRUPTER OR GOVERNMENT

FURNISHED CONTRACTOR INSTALLED

GFFT - GROUND FAULT FEED THRU

HC - HVAC CONTRACTOR (DIVISION 23)

HP - HORSE POW ER OR HIGH POINT

HVAC - HEATING, VENTILATING, AND AIR CONDITIONING

ID - INSIDE DIAMETER

IN - INCHES

KEC - KITCHEN EQUIPMENT CONTRACTOR

L - LENGTH

LBS - POUNDS

MAP - MASTER ALARM PANEL (MEDICAL GAS)

MAX - MAXIMUM

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE OR MOUNTING HEIGHT TO CENTER LINE OF ITEM

MIN - MIN IMUM OR MINUTE

MISC - MISCELLANEOUS

MTD - MOUNTED

MTG - MOUNTING

NIC - NOT IN CONTRACT

NOM - NOMINAL

NTS - NOT TO SCALE

OD - OUTSIDE DIAMETER

OFCI - OW NER FURNISHED CONTRACTOR INSTALLED

OFOI - OW NER FURNISHED OW NER INSTALLED

PC - PLUMBING CONTRACTOR (DIVISION 22)

PLBG - PLUMBING

RAD - RADIUS

REC - RECESSED

REQD - REQUIRED

RI - ROUGH-IN

S - SURFACE MOUNTED

SC - SECURITY CONTRACTOR

SCH - SCHEDULE

SHT - SHEET

SMS - SECURITY MANAGEMENT SYSTEM

SPEC - SPECIFICATIONS

SQ - SQUARE

SS - STAINLESS STEEL

STD - STANDARD

STRUC - STRUCTURAL OR STRUCTURE

SUC - SITE UTILITY CONTRACTOR

TC - TECHNOLOGY CONTRACTOR

TEMP - TEMPERATURE

TOE - TOP OF EQUIPMENT

TYP - TYPICAL

UNO - UNLESS NOTED OTHERW ISE

VFD - VARIABLE FREQUENCY DRIVE

VOL - VOLUME

W / - W ITH

W /O - W ITHOUT

W P - W EATHERPROOF

ZVC - ZONE VALVE CABINET

E2

B

E2

LUMINAIRE SYMBOLS

LIGHTING FIXTURE. CAPITAL LETTER DENOTES FIXTURE TYPE, LOW ER CASE LETTER DENOTES

SW ITCHING ARRANGEMENT.

LIGHTING FIXTURE ON NIGHT LIGHT OR EM ER GENCY C IRCUIT.

EXIT LIGHTIN G FIXTURE, ARROW S AS INDICATED.

A a

W IR EM OLD RAC EW AY, AS NOTED ON PLANS.

20A-125V D UPLEX REC EPTACLE, NEM A 5-20R W ITH 2 INTEGRAL USB CHAR GERS (18" MH UN LESS NOTED OTHERW ISE).

NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT

TO MODIFICATIONS ON OTHER DRAWINGS.

ALL SYMBOLS OR ABBREVIATIONS MIGHT NOT

NECESSARILY BE USED ON THIS PROJECT.

FLOOR BOX, # INDICATES TYPE, REFER TO FLOOR BOX (FB) SCHEDULE. IF NO #, PROVIDE FLUSH FLOOR BOX W ITH ROUND COVERPLATE AND ONE 20A-125V DUPLEX RECEPTACLE. PROVIDE CARPET FLANGE W HERE REQD.

X

DETAIL: B = DETAIL DESIGNATION

E2 = SHEET W HERE DETAIL IS LOCATED

SECTION: 1 = SECTION DESIGNATION

E2 = SHEET W HERE SECTION IS LOCATED

PLAN NOTE. APPLIES ONLY TO THE SHEET W HICH IT IS SHOW N.

DETAIL NOTE. APPLIES ONLY TO THE ASSOCIATED DETAIL.

GENERAL FLOOR PLAN NOTES

W IRE & CONDUIT IN W ALL OR ABOVE CEILING.

W IRE & CONDUIT IN OR BELOW SLAB OR GRADE.

EACH ARROW HEAD REPRESENTS ONE COMPLETE CIRCUIT; "X" DENOTES PANEL NAME; NUMBER(S) DENOTES

CIRCUIT(S).

LADDER TRAY, 12" x 4" DEEP UNLESS NOTED OTHERW ISE.

CONDUIT FOR DATA CIRCUITRY.DAT

W IRE & CONDUIT FOR FIRE ALARM CIRCUITRY.FA

W IRE & CONDUIT FOR NURSE CALL CIRCUITRY.NC

EXISTING W IRE & CONDUIT TO REMAIN.EX

CONDUIT TO BE REMOVED.

W IRE & CONDUIT FOR N IGHT LIGHT CIRCUITRY.NL

CONDUIT FOR PHONE CIRCUITRY.PHO

W IRE & CONDUIT FOR SECURITY SYSTEM CIRCUITRY.SEC

W IR E RUN IN SURFACE W IREW AY.W

CABLE MANAGEMENT SYSTEM PATH W AY.CM