Attachment III - Drawings I.pdf

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215

Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

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

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OHIO 45409

937.224.0861 P

937.224.5744 F

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

THP LIMITED, INC

STRUCTURAL ENGINEERS

100 EAST EIGHTH ST. CINCINNATI, OHIO 45202

513.241.3222 P

513.241.2981 F

.0

TITLE SHEET

10/30/2023 VP SS

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

G001

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

REPLACE FTD BOILER WITH HOT WATER SYSTEM

SHEET INDEX

FT THOMAS VA MEDICAL CENTER BUILDING 64

1000 SOUTH FORTH THOMAS AVENUE, FORT THOMAS, KY 41075

VICINITY MAP FT THOMAS CAMPUS MAP

Sheet List

Sheet Number Sheet Name

G001 TITLE SHEET

G002 GENERAL NOTES AND SITE LOGISTICS

G003 LIFE SAFETY PLANS

AD100 BASEMENT DEMOLITION PLAN

AD104 PENTHOUSE PLAN DEMOLITION

A100 BASEMENT PLANS

A101 TEMPORARY BOILER AND FENCE

A104 PENTHOUSE PLAN

A105 PENTHOUSE ENLARGED PLAN WITH DETAILS

S001 GENERAL STRUCTURAL NOTES

S104 ROOF FRAMING PLAN

S201 DETAILS

S202 SLAB PLAN, DETAILS, AND ELEVATIONS

F001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

FX100 MECHANICAL ROOM PLAN - FIRE SUPPRESSION

FX104 PARTIAL PENTHOUSE PLAN - FIRE SUPPRESSION

P001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

PS100 SITE PLAN

PD100.1A MECHANICAL ROOM PLANS - TEMPORARY PLAN

PD100.2A MECHANICAL ROOM PLANS - REMOVALS

PL100 MECHANICAL ROOM PLANS - DRAINAGE

PP100 MECHANICAL ROOM PLAN - DISTRIBUTION

P501 DETAILS & SCHEDULES

P701 DIAGRAMS

M001 ABBREVIATIONS, SYMBOLS, INDEX AND GENERAL NOTES

MD100 PARTIAL BASEMENT FLOOR PLAN - TEMPORARY PLAN REMOVALS

MD100.1 PARTIAL BASEMENT FLOOR PLAN - TEMPORARY WORK

MD400 ENLARGED BASEMENT FLOOR PLAN- REMOVALS

MD403 ENLARGED THIRD FLOOR PLAN - REMOVALS

MD404 ENLARGED ROOF AND PENTHOUSE PLAN - REMOVALS

MH400 ENLARGED BOILER ROOM - NEW WORK

MH400.1 PARTIAL BASEMENT FLOOR PLAN CONTROLS - NEW WORK

MH402 ENLARGED SECOND FLOOR PLAN - NEW WORK

MH403 ENLARGED THIRD FLOOR PLAN -NEW WORK

MH404 ENLARGED PENTHOUSE PLAN - NEW WORK

M201 STEAM BOILER PLANT ELEVATIONS

M501 DETAILS

M502 DETAILS

M503 DETAILS

M504 DETAILS

M505 DETAILS

M506 DETAILS

M507 CHILLED WALTER PIPING SCHEMATIC

M508 STEAM BOILER SCHEMATIC - REMOVALS

M509 STEAM BOILER SCHEMATIC - NEW

M601 SCHEDULES

M602 SCHEDULES

M603 SCHEDULES

M604 PIPING SUPPORT SYSTEMS

M701 CONTROL DIAGRAMS AND SEQUENCES

M702 CONTROL DIAGRAMS AND SEQUENCES

M703 CONTROL DIAGRAMS AND SEQUENCES

M704 CONTROLS DIAGRAMS AND SEQUENCES

M901 STEAM BOILER PLANT ISOMETRIC

E001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

ED100A PARTIAL BASEMENT PLAN - REMOVALS

ED104B PARTIAL ROOF PLAN - REMOVALS

EL100A PARTIAL BASEMENT PLAN - LIGHTING

EL104B PARTIAL ROOF PLAN - LIGHTING

EP100.1A PARTIAL BASEMENT PLAN - TEMPORARY BOILER

EP100A PARTIAL BASEMENT PLANS - POWER

EP104 PARTIAL ROOF PLAN - POWER

E501 DETAILS

E601 ELECTRICAL SINGLE LINE - NORMAL POWER

E602 ELECTRICAL SINGLE LINE - EMERGENCY POWER

E701 PANEL SCHEDULES

Grand total

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

2 95% SUBMITTAL 12/12/2022

3 CD SUBMITTAL 10/30/2023

17.1

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

X2 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 FIREPROOF

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 MODULAR 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 OUTSIDE DIAMETER (DIA)

OFF OFFICE

OH OVERHEAD

OPH OPPOSITE HAND

OPN'S OPENING

OPP OPPOSITE

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 LINEAR 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 SECTION

SFRM SPRAY APPLIED FIRE

RESISTIVE 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 URINAL

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

MACH

CL

FRP FIBERGLASS REINFORCED PLASTIC

WRB WEATHER RESISTIVE BARRIER

WOMEN

1'-7"

RR R

TYP.

CL

3.26

GRID LINE

REFERENCE

EXISTING WALL TO BE REMOVED

EXISTING WALL TO REMAIN

NEW PARTITION

A. THE COR IS THE VA CONTRACTING OFFICER TECHNICAL REPRESENTATIVE.

B. 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.

C. 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.

D. 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.

E. 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.

F. ALL EXISTING CONSTRUCTION TO REMAIN THAT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION

SHALL BE PATCHED OR REPAIRED TO MATCH EXISTING ADJACENT CONSTRUCTION.

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

STRUCTURAL ITEM, COMPONENT OR SYSTEM.

H. 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.

I. 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.

J. INTERIOR DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE.

K. 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

L. 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.

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

PLANNING AND EXECUTION SHALL BE CONSIDERED.

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

WORK AND SHALL NOTIFY THE COR OF ANY DISCREPANCIES.

O. CONTRACTORS SHALL REVIEW THE EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSAL. NOTIFY ARCHITECT PRIOR TO SUBMITTING PROPOSAL IF CONDITIONS EXIST WHICH CONFLICT WITH THE PROPOSED WORK AND FINISHES. IF THIS NOTIFICATION DOES NOT OCCUR, THEN THE CONTRACTOR, WILL BE

RESPONSIBLE FOR ANY ADDITIONAL COSTS.

P. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE SITE ACCESS, MATERIAL STAGING AREAS, AND DEMOLITION WORK FOR THE PROJECT. ALL MATERIALS AND DEBRIS SHALL BE DELIVERED AND REMOVED

FROM THE SITE AS DIRECTED BY THE OWNER.

Q. CONTRACTOR SHALL PROTECT EXISTING FINISHES AND EQUIPMENT REMAINING IN THE PROJECT SITE. IF EXISTING ITEMS ARE DAMAGED DURING THE COURSE OF THE WORK AS A RESULT OF CONTRACTOR ACTIVITIES, THE FINISHES OR EQUIPMENT SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO

THE OWNER.

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

XX-100

SHEET NUMBER WITHIN SERIES

DISCIPLINE MODIFIER

DETAIL NUMBER

DETAIL TITLE

DETAIL SCALE

SECTION I.D. NUMBER

DRAWING TITLE

SHEET WHERE

SECTION IS LOCATED

NOTE (IF

APPLICABLE)

SECTION

DETAIL (ENLARGED)

A101

SIM

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

101 DOOR NUMBER

WINDOW

1t

WINDOW

IDENTIFICATION

FINISH

FINISH

IDENTIFICATION

KEYED NOTES

KEYED NOTE

DESIGNATION

REVISIONS

REVISION AREA

REVISION

DESIGNATION

ELEVATION HEIGHT

ELEVATION

HEIGHT100'-0"

T.O.S.

ELEVATION

REFERENCE

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

floor plan1

NOTE (IF

APPLICABLE)

ROOM NAME

ROOM ROOM NAME

ROOM NUMBER

COLUMN LINE

NEW DOOR

EXISTING DOOR

A101

SIM

A101

SIM

XX-#

SHEET DESIGNATION

MATERIAL INDICATIONS WALL INDICATIONSSYMBOLS

ABBREVIATIONS

GENERAL NOTESSIGNAGE LOCATIONS

WALL

GENERAL NOTES FOR SEQUENCE OF CONSTRUCTION:

A ALL CONTRACTORS SHALL THOROUGHLY STUDY DESIGN DRAWINGS AND ALL EXISTING CONDITIONS PRIOR TO STARTING

PROPOSED SCHEDULE.

B SEQUENCE OF CONSTRUCTION INDICATED BELOW IS ONE POSSIBLE SOLUTION TO MINIMIZE DOWNTIME OF THE BUILDING PLUMBING AND HVAC SYSTEMS. CONTRACTORS ARE REQUIRED TO SUBMIT A DETAILED SEQUENCE OF CONSTRUCTION NARRATIVE TO THE COR AT THE BEGINNING OF THE PROJECT INDICATING ALL DURATION OF OUTAGES FOR TIE-INS TO EXISTING SYSTEMS, SWITCH OVER DATES, AND PROJECT MILESTONES. DEVIATIONS FROM THE FOLLOWING PROPOSED SEQUENCE OF CONSTRUCTION WILL BE REVIEWED BUT WILL NOT BE GROUNDS FOR ADDITIONAL COST TO THE

GOVERNMENT.

C ALL NATURAL GAS, PROPANE, FUEL OIL, SANITARY, DOMESTIC WATER, STEAM AND CHILLED WATERTIE-IN WORK REQUIRING BUILDING PLUMBING SYSTEM OUTAGES AND/OR DOWNTIME SHALL BE PERFORMED OUTSIDE OF NORMAL WORKING HOURS (7AM-7PM MONDAY-FRIDAY), OUTAGES OF ALL TYPES SHALL BE AS MINIMAL AS POSSIBLE.

D THE PHASE DESCRIPTIONS INDICATE A GENERAL FLOW OF WORK AND ARE NOT INTENDED TO CONVEY INSTRUCTIONS

FOR EVERY ASPECT OF THE CONSTRUCTION PROJECT.

E PROVIDE COORDINATION DRAWINGS FOR ALL NEW EQUIPMENT AND PIPING WITH PATHWAYS VERIFIED IN THE FIELD AND

SIGNED-OFF BY THE CONTRACTORS.

F FACILITY CONSISTS OF A FULLY FUNCTIONAL HOSPITAL/HEALTHCARE FACILITY OCCUPIED 24/7 WITH INPATIENT/OUTPATIENT CARE, NURSING, SUBSTANCE ABUSE, RETAIL, CANTEEN, KITCHEN, ETC. INCLUDE LABOR AND MATERIAL TO ACCOMMODATE ACCESS REQUIRED FOR WORK IN THESE VARIOUS SPACES. EXTENSIVE COORDINATION MUST

OCCUR TO MINIMIZE DISRUPTION AS MUCH AS POSSIBLE.

G 28 WORKING DAYS BEFORE ANY SYSTEM OUTAGE/DOWNTIME, CONTRACTORS SHALL SET-UP A MEETING WITH COR, FACILITY MANAGER AND DEPARTMENT MANAGERS (AS REQUIRED) TO REVIEW SPECIFIC AREAS OF OUTAGE, OUTAGE START AND END TIME. EACH DEPARTMENT MUST BE BRIEFLY SURVEYED TO DETERMINE OVERALL IMPACT OF OUTAGE AND

EXPLAINED TO COR AND MANAGERS.

SEQUENCE OF CONSTRUCTION:

1. PRECONSTRUCTION WORK (WORK SHALL BE STARTED END OF MAY BEGINNING OF JUNE)

A. GAS PIPING CONNECTIONS (2 DAY DURATION)

1. ENSURE THAT EXISTING UNDERGROUND FUEL OIL TANK IS FULL.

2. SET EXISTING BOILERS FUEL SELECTOR SWITCH TO FUEL OIL. ENSURE BOILERS ARE OPERATING PROPERLY ON

THE FUEL OIL SYSTEM.

3. INSTALL GAS PIPING AS INDICATED ON “ENLARGED MECHANICAL ROOM – PRECONSTRUCTION PLAN”.

4. AFTER GAS PIPING HAS BEEN TESTED AND INSPECTED, SET EXISTING BOILERS FUEL SELECTOR SWITCH TO

NATURAL GAS. ENSURE BOILERS ARE OPERATING PROPERLY ON THE NATURAL GAS SYSTEM.

B. FUEL OIL PIPING CONNECTIONS (2 DAY DURATION)

1. INSTALL FUEL OIL AND PROPANE PIPING AS INDICATED ON “ENLARGED MECHANICAL ROOM PRECONSTRUCTION

PLAN”.

2. INSTALL TEMPORARY BOILERS AS INDICATED ON HVAC TEMPORARY PLANS (SWITCHOVER TO TEMPORARY

BOILERS MUST BE COMPLETED PRIOR TO END OF AUGUST).

A. INSTALL TEMPORARY CONTAINERIZED BOILER SYSTEM ON NEW PAD AS DESIGNED BY STRUCTURAL ENGINEER.

1. TEMPORARY BOILERS SHALL NOT BE INSTALLED ON TOP OF ANY EXISTING UNDERGROUND UTILITIES.

2. PROVIDE FENCE AROUND TEMPORARY BOILER AND EXTERIOR TEMPORARY PIPING.

3. INSTALL GAS PRESSURE BOOSTER SYSTEM AND ASSOCIATED PIPING.

4. INSTALL TEMPORARY STEAM AND CONDENSATE LINES FROM TEMPORARY CONTAINERIZED BOILER TO TEMPORARY

CONNECTION POINTS IN MECHANICAL ROOM.

5. EXTEND NATURAL GAS, PROPANE, FUEL OIL AND SOFT COLD WATER PIPING TO TEMPORARY BOILERS.

6. ONCE NEW TEMPORARY BOILERS ARE OPERATIONAL AND TESTED, DEMOLISH EXISTING BOILERS AND ALL PIPING AS

REQUIRED FOR NEW WORK. ENSURE THAT ALL EXISTING SYSTEMS REMAIN OPERATIONAL.

7. INSTALL UNDER-SLAB PIPING, SUMP PIT AND PUMPS, FLOOR DRAINS AND TRENCH DRAINS.

8. ASSEMBLE NEW BOILERS AND FEEDWATER TANK/SYSTEM IN NEW MECHANICAL ROOM.

9. INSTALL NEW STEAM HEADER AND NEW CONDENSATE PIPING BACK TO NEW FEEDWATER TANK.

10 INSTALL NEW FUEL OIL PUMP AND PIPING. ENSURE NEW PUMP IS TESTED AND FULLY OPERATIONAL PRIOR TO

DEMOLISHING EXTRANEOUS FUEL OIL PIPING.

11. PROVIDE TEST LINE TO FACILITATE BOILER FUNCTIONAL TESTING AND ADJUSTMENTS.

12. AFTER NEW BOILERS ARE TESTED AND COMMISSIONED.

A. MAKE ALL CONNECTIONS TO EXISTING STEAM AND CONDENSATE LINES. (WORK SHALL BE COMPLETED BETWEEN

MAY AND SEPTEMBER)

B. DEMOLISH ALL PIPING SERVING TEMPORARY BOILERS BACK TO ACTIVE MAINS. NO DEADLEGS ON THE SOFT COLD

WATER PIPING LONGER THAN 2 PIPE DIAMETERS PER VA STANDARDS ARE PERMITTED.

13. CHILLER REPLACEMENT WORK (ALL CHILLER REPLACEMENT WORK TO OCCUR IN THE MONTHS MID OCTOBER THROUGH

MID MARCH WHILE AIR HANDLERS ARE ON AIRSIDE ECONOMIZER).

A. EXPAND PENTHOUSE PRIOR TO START OF ANY CHILLER REPLACEMENT WORK.

B. REMOVE ALL EXISTING CHILLERS, AIR COOLED CONDENSERS CHILLED WATER PIPING, AND CHILLED WATER

ACCESSORIES LOCATED IN PENTHOUSE AND ON ROOF AS INDICATED ON CONSTRUCTION DOCUMENTS.

C. INSTALL NEW MODULAR CHILLERS AND CHILLED WATER PIPING, ACCESSORIES, AND CONTROLS IN EXISTING

PENTHOUSE AS SHOWN ON ENLARGED MECHANICAL ROOF PLAN.

D. INSTALL NEW AIR-COOLED CONDENSERS ON ROOF AND EXTEND REFRIGERANT PIPING FROM NEW INDOOR CHILLER

MODULES TO NEW AIR COOLED CONDENSERS PER MANUFACTURERS WRITTEN RECOMMENDATIONS.

E. TESTING AND COMMISSIONING SHALL BE COMPLETED PRIOR TO MID MARCH AND RECHECKED DURING JUNE

THROUGH AUGUST.FT THOMAS SITE LOGISTICS

INDICATES STAGING AREA LIMITS

TEMPORARY BOILER, SEE

MECHANICAL DRAWINGS

1. CONTRACTOR TO MAINTAIN MEANS OF EGRESS TO BUILDING DURING CONSTRUCTION.

2. NO CONTRACTOR TO PARK IN FT THOMAS CAMPUS PARKING.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY SIGNAGE.

4. GENERAL CONTRACTOR TO RESPONSIBLE TO PROTECT EXISTING SURFACES AND

RESTORE ANY AREAS TO EXISTING CONDITIONS AT JOB COMPLETION.

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURINGCONSTRUCTION SITE. THIS

INCLUDES FULL HEIGHT WALLS AT INTERIOR AND SECURITY FENCE WITH GATE THAT IS

KEPT CLOSED AND LOCKED DURING NON WORKING HOURS .

6. COORDINATE WITH COR EXTENDS OF STAGING AREA AND SECURE FENCE .

7. SEE PME DRAWINGS FOR UTILITIES IN STAGING AREA AND TEMPORARY BOILER

INFORMATION.

SITE LOGISTICS NOTES

MAINTAIN ACCESS TO SIDEWALK AT ALL TIMES

FOR CLOSURE COORDINATE WITH COR

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

GENERAL NOTES AND SITE

LOGISTICS

10/30/2023 VP SS

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

G002

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

TT

TT

T T

T

T

T T

F

F

TT

STAIR #1

S*B*1

STORAGE

004C

OFFICE

EQUIP. RM

004A

KITCHEN

DINING ROOM

Stair #2

S*B*2

Stor.

002A

Dietetic Dry Stor.

002B

HAC

004B

Diet. Stor.

Refr.

Elec.

007B

Refr.

H.W. Tank

007A

Dirty Clothes

007E

HCMI

Refr.

010A

Refr.

Hud

011A

Clean Clothes

007D

CORRIDOR

C*B*1

Corridor

C-B-7

Corridor

C-B-7C

Bldg. Manag. Off.

Linen

Bldg Manag. Stor.

013A

Hud/Vash

015B

Hud/Vash

015A

Hud/Vash

Elec. Shop

018B

Eng. Off.

018A

Volunteer Service Office

Engineering

Engineering Stor.

Uniform Exchange

Tlt.

Volunteer Service Escort

M. Locker

025A

HAC

F. Locker

Stair #3

S*B*3

Comp. Network

027C

Eng. Stor.

018C

Eng. Stor.

027B

Soiled Linen

018D

Canteen

Rec. Temp.

Fitness Center

027A

Carpenter Shop

029A

Clos.

029B

Boiler Rm.

Group

Clos.

029C

Clos.

030A

Clerk

Work Rm.

Tele. Service

Stair #4

S*B*4

Oxygen Storage

Group Rm 2

S.T. Off.

Stor.

Media Center

Corridor

C*B*8

S.T. Dr.

S.T. Exam

S.H. Exam

Patient Tlt.

Staff Tlt.

Kiln

038A

Staff

Occ. Therapy

Stair #6

S*B*6

Phys. Therapy

Mech.

036A

M. Toilet

Storage

009A Hud

Elec.

Elect. Supply

LC

G003

3 Bedroom

3 Bedroom

3 Bedroom

3 Bedroom

Tlt.

5 Bedroom

4 Bedroom

Sick Call

Tlt.

115A

Med.

115B

Exam

115C

South Patio

Tlt.

106B

Day Room

Corridor

C*1*1

Aams

106G

Oxygen Storage

106D

Elevator Lobby

Stair #1

S*1*1

Stair #2

S*1*2

Clos.

104A

Corridor

C*1*2

Supply

106C

Aams

106A

Patient Tlt.

Shower Room

108A

2 Rehab. Tech.

Laundry

Off.

Hac

Pharmacy

4 Bedroom

4 Bedroom

1 Bedroom

Tlt.

125A

Social Worker

Social Worker

Tlt.

131A

Conferance

Storage

Lobby

128A

Off. Chief Dom.

122A

Clos.

122B

Secretary

Agent Cashier

120Clos.

122C

Off.

116A

Off.

116B Psych. Office

M. Tlt.

F. Tlt.

Library

Secretary

Clos.

116D

Off.

Stair #3

S*1*3

Comp. Rm

Laun.

3 Bedroom

4 Bedroom

Corr. Therapist

Social Work Service

Hac

F. Shower

140A

F. Tlt.

Stor.

Classroom

Mailroom

Day Room & Lounge

Mailroom

Off.

145A

Domiciliary Asst.

Station

Tlt.

145B

Supplies

145C

Off.

145D

Elevator Lobby

148A

Stair #4

S*1*4

Corridor

C*1*7

3 Bedroom

Off.

151A

Dental Suite

Copier

Police

Clos.

155B

Clos.

155A

Stor.

Linen Rm.

Office

4 Bedroom

Tlt.

4 Bedroom

4 Bedroom

4 Bedroom

Stair #5

S*1*5

2 Bedroom

Tlt.

158A

M. Tlt.

Shower Room

156A

Clos.

142A Clos.

152A

Closet

106E

1 Bedroom

Clos.

148B

Linen Chute

116E

Entry

148C

Entry

106F

Atrium

128B

EP

EX

EX

EX

LC

EP

EX

EX

2 HOUR FIRE BARRIER

1 HOUR FIRE BARRIER

2 HOUR SMOKE BARRIER

1 HOUR SMOKE BARRIER

30 MINUTE SMOKE BARRIER

SMOKE RESISTIVE HAZARDOUS

AREA

HORIZONTAL EXIT PASSAGEWAYHE

EX EXIT

EP

LC

TC

EXIT PASSAGEWAY

LINEN CHUTE

TRASH CHUTE

SUITE DESIGNATIONS

AREA OPEN TO CORRIDOR -

WITH SMOKE DETECTION

AREA OPEN TO

CORRIDOR - NO SMOKE

DETECTION REQUIRED

Stair #1

S*3*1

Classrm./Conf.

2 Bed Rm.

Tlt.

367A

Signal

367B

2 Bed Rm.

Corridor

C*3*1

Clin. Spec.

02 Stor.

2 Bed Rm.

Tlt.

363A

2 Bed Rm.

2 Bed Rm.

Tlt.

361A

2 Bed Rm.

Tlt.

357A

2 Bed Rm.

Mech.

371A

Office

Elec. Cl.

Equip.

Stair #2

S*3*2

Signal

Bath

Congregate B.

Ward Supply

Clean Util.

Soil. Util.

Tlt.

Hac

Ward Supply

2 Bed Rm.

2 Bed Rm.

Tlt.

349A Mech.

347A

2 Bed Rm.

Tlt.

345A

2 Bed Rm.

Tlt.

306A

2 Bed Rm.

Tlt.

350A

3 Bed Rm.

2 Bed Rm.

Tlt.

346A

2 Bed Rm.

Corridor

C*3*2

Equip.

Head Nurse

Tlt.

308A

1 Bed Rm.

1 Bed Rm.

Tlt.

310A

1 Bed Rm.

Dining Recreation

Tlt.

302B

Nour/Kit

Stor.

302A

Nurses Station

Off.

307A

Work Rm.

Stair #3

S*3*3

Mech.

311B

Tlt.

311A

Lounge/Lockers

311C Nuses Station

Office

Elec. Cl.

Signal

2 Bed Rm.

Tlt.

314A

2 Bed Rm.

Tlt.

316A

1 Bed Rm.

Mech.

318A

2 Bed Rm.

Tlt.

320A

2 Bed Rm.

2 Bed Rm.

Tlt.

317A

2 Bed Rm.

3 Bed Rm.

321 Tlt.

321A

2 Bed Rm.

Tlt.

328A 2 Bed Rm.

Tlt.

332A

2 Bed Rm.

2 Bed Rm.

Tlt.

334A

2 Bed Rm.

2 Bed Rm.

Tlt.

338A

2 Bed Room

Stair #5

S*3*5

Quiet Rm.

Resp. Ther.

Elec.

Equip.

Laun.

Mech.

341A

Signal

Bath

Congregate B.

Stair #4

S*3*4

Linen

Hac

Tlt.

Soil. Util.

Linen Rm.

329 Ice Machine

Stor.

339A

Elect.

368B

Elect.

368A

Linen Chute

368C

Office

313A

Elect.

339B

Elect.

Stair #5

S-R-5

Penthouse

R01

Penthouse

R02

Penthouse

R03

Elevator Penthouse

R04

Elevator Penthouse

R05

Stair S*R*1

Boiler Rm.

Clos.

029B

Group

Carpenter Shop 029A

Corridor C*B*4

Storage 029D

Clos.

030A

70'-0" EGRESS PATH

Clos.

029C

Corridor C*B*4

Storage 029D

Fitness Center

027A

Canteen

Eng. Stor.

027B

Engineering Stor.

Eng. Stor.

018C

Comp.

Network

027C

Soiled Linen 018D

Tele.

Service

Group

63'-0" EGRESS PATH

CLASS B

CLASS B

CLASS B

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

LIFE SAFETY PLANS

10/30/2023 Approver Designer

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

G003

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

SCALE | 1" = 20'-0"

BASEMENT PLAN1

SCALE | 1" = 20'-0"

FIRST FLOOR PLAN2

SCALE | 1" = 20'-0"

SYMBOLS LIST

FULLY SPRINKLERED

SCALE | 1" = 20'-0"

THIRD FLOOR PLAN3

SCALE | 1" = 20'-0"

PENTHOUSE PLAN4

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

ENLARGED BASEMENT PLAN5

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

T T

TT

T

T

T

STAIR #1

S*B*1

STORAGE

004C

OFFICE

EQUIP. RM

004A

KITCHEN

DINING

ROOM

Stair #2

S*B*2

Stor.

002A

Dietetic Dry Stor.

002B

HAC

004B

Diet. Stor.

Refr.

Elec.

007B

Refr.

H.W. Tank

007A

Dirty Clothes

007E

HCMI

Refr.

010A

Refr.

Hud

011A

Clean Clothes

007D

CORRIDOR

C*B*1

Corridor

C-B-7

Corridor

C-B-7C

Bldg. Manag.

Off.

Linen

Bldg Manag.

Stor.

013A

Hud/Vash

015B

Hud/Vash

015A

Hud/Vash

Elec. Shop

018B

Eng. Off.

018A

Volunteer Service Office

Engineering

Engineering Stor.

Uniform Exchange

Tlt.

Volunteer Service Escort

M. Locker

025A

HAC

F. Locker

Stair #3

S*B*3

Comp.

Network

027C

Eng. Stor.

018C

Eng. Stor.

027B

Soiled Linen

018D

Canteen

Rec. Temp.

Fitness Center

027A

Carpenter Shop

029A

Clos.

029B

Boiler Rm.

Group

Clos.

029C

Clos.

030A

Clerk

Work Rm.

Tele. Service

Stair #4

S*B*4

Oxygen Storage

Group Rm 2

S.T. Off.

Stor.

Media Center

Corridor

C*B*8

S.T. Dr.

S.T. Exam

S.H. Exam

Patient Tlt.

Staff Tlt.

Kiln

038A

Staff

Occ. Therapy

Stair #6

S*B*6

Phys.

Therapy

Mech.

036A

M. Toilet

Storage

009A Hud

Elec.

Elect. Supply

2.12

2.212.21

1.51

A. SEE DRAWING G002 FOR GENERAL NOTES

B. PROTECT EXISTING STRUCTURE, ADJACENT WINDOWS, DOORS AND OTHER

BUILDING ELEMENTS TO REMAIN DURING CONSTRUCTION

C. CONTRACTOR TO MAINTAIN ACCESS TO EXITS DURING CONSTRUCTION

D. INSTALL AND ADJUST DUST BARRIERS AND WALK OFF MATS AT ALL DOORWAYS

ADJACENT TO MAIN CORRIDOR

E. REMOVE EXISTING PARTITIONS SHOWN WITH DASHED LINES. PROVIDE NEW FINISHES

AS SCHEDULED AT ALL AREAS OF REMOVAL AND REPAIRS. WALL, CEILING AND

FLOOR FINISHES TO MATCH ADJACENT SURFACES

F. PATCH/REPAIR SURFACES AS REQUIRED FOR NEW FINISHES AS SCHEDULED,

INCLUDING AREAS THAT WERE PREVIOUSLY OUT OF VIEW THAT ARE EXPOSED BY

THIS PROJECT. MATCH EXISTING FINISHES, THIS INCLUDES WORK BY ALL TRADES.

G. REMOVE ALL EXISTING UNUSED MISC. FASTENERS, HANGERS, STRAPS, BOLTS,

WELDED HOLDERS, AND ANY OTHER ITEMS FROM ALL EXISTING COLUMNS, BEAMS,

AND TRUSSES IN PROJECT AREA. ALL COLUMNS, BEAMS, AND TRUSSES TO BE

PREPPED TO RECEIVE NEW FINISH AS SCHEDULED.

H. DEMOLISH ANY ABANDONED OR UNUSED CONDUIT, PIPING, OR CONTROLS ON ALL

COLUMNS, BEAMS, AND STRUCTURE IN PROJECT AREA. PREP SURFACE TO RECEIVE

NEW FINISH AS SCHEDULED.

I. REMOVE OWNER MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED TO, SIGNAGE,

EXISTING LIGHTING FANS, ETC. COORDINATE WITH OWNER FOR SALVAGE OR

DISPOSAL.

J. DURING DEMOLITION AND CONSTRUCTION , LOCATE AND MAINTAIN SMOKE

DETECTION, FIRE EXTINGUISHERS , ILLUMINATION AND LIFE SAFETY SYSTEMS AS

WOULD OTHERWISE BE REQUIRED IN AN OCCUPIED SPACE.

K. COORDINATE SPECIFIC FIELD REQUIREMENTS WITH THE COR PRIOR TO

COMMENCING WORK

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

BASEMENT DEMOLITION PLAN

10/30/2023 Approver Designer

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

AD100

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

SCALE | 3/32" = 1'-0"

BASEMENT DEMOLITION PLAN26

GENERAL DEMOLITION NOTES

KEYNOTES

1.51 EXISTING CONSTRUCTION.

2.12 SAW CUT EXISTING CONCRETE FLOOR SLAB AS REQUIRED FOR NEW TRENCH DRAIN SEE

PLUMBING DRAWINGS , SEE PME DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY

EXTENT REQUIRED WITH PLUMBING DRAWINGS.

2.21 PREPARE EXISTING STRUCTURE TO RECEIVE NEW FINISH. EXISTING STRUCTURE, DECK,

CONDUIT, PIPING, AND DUCTWORK TO BE CLEANED WITH NON-ABRASIVE,

NON-CONDUCTIVE DRY-ICE BLASTING IN ENTIRETY OF ROOM. PROCESS TO MEET

SSPC-SP10 COMMERCIAL BLAST CLEANING (NACE 2). ENTIRETY OF CEILING,

STRUCTURE, AND DECK IS TO BE PAINTED. SEE PAINT SPECIFICATIONS AREA OF

DRY-ICE CLEANING MUST BE FULLY ENCLOSED AND SEPARATED FROM THE REST OF THE

FACILITY PRIOR TO CLEANING

FULLY SPRINKLERED

NORTH

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

DN

UP

UP

UPUP

UP

UP UP

UP

UP

UP

F

F

Stair #5

S-R-5

Penthouse

R01

Penthouse

R02

Penthouse

R03

Elevator Penthouse

R04

Elevator Penthouse

R05

2.23

2.23

2.23

2.23

2.23

23.04

2.24

2.26

23.04

1.04

1.05

2.23

2.23

A. SEE DRAWING G002 FOR GENERAL NOTES

B. PROTECT EXISTING STRUCTURE, ADJACENT WINDOWS, DOORS AND OTHER

BUILDING ELEMENTS TO REMAIN DURING CONSTRUCTION

C. CONTRACTOR TO MAINTAIN ACCESS TO EXITS DURING CONSTRUCTION

D. INSTALL AND ADJUST DUST BARRIERS AND WALK OFF MATS AT ALL DOORWAYS

ADJACENT TO MAIN CORRIDOR

E. REMOVE EXISTING PARTITIONS SHOWN WITH DASHED LINES. PROVIDE NEW FINISHES

AS SCHEDULED AT ALL AREAS OF REMOVAL AND REPAIRS. WALL, CEILING AND

FLOOR FINISHES TO MATCH ADJACENT SURFACES

F. PATCH/REPAIR SURFACES AS REQUIRED FOR NEW FINISHES AS SCHEDULED,

INCLUDING AREAS THAT WERE PREVIOUSLY OUT OF VIEW THAT ARE EXPOSED BY

THIS PROJECT. MATCH EXISTING FINISHES, THIS INCLUDES WORK BY ALL TRADES.

G. REMOVE ALL EXISTING UNUSED MISC. FASTENERS, HANGERS, STRAPS, BOLTS,

WELDED HOLDERS, AND ANY OTHER ITEMS FROM ALL EXISTING COLUMNS, BEAMS,

AND TRUSSES IN PROJECT AREA. ALL COLUMNS, BEAMS, AND TRUSSES TO BE

PREPPED TO RECEIVE NEW FINISH AS SCHEDULED.

H. DEMOLISH ANY ABANDONED OR UNUSED CONDUIT, PIPING, OR CONTROLS ON ALL

COLUMNS, BEAMS, AND STRUCTURE IN PROJECT AREA. PREP SURFACE TO RECEIVE

NEW FINISH AS SCHEDULED.

I. REMOVE OWNER MOUNTED EQUIPMENT, INCLUDING BUT NOT LIMITED TO, SIGNAGE,

EXISTING LIGHTING FANS, ETC. COORDINATE WITH OWNER FOR SALVAGE OR

DISPOSAL.

J. DURING DEMOLITION AND CONSTRUCTION , LOCATE AND MAINTAIN SMOKE

DETECTION, FIRE EXTINGUISHERS , ILLUMINATION AND LIFE SAFETY SYSTEMS AS

WOULD OTHERWISE BE REQUIRED IN AN OCCUPIED SPACE.

K. COORDINATE SPECIFIC FIELD REQUIREMENTS WITH THE COR PRIOR TO

COMMENCING WORK

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

PENTHOUSE PLAN DEMOLITION

10/30/2023 Approver Designer

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

AD104

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

KEYNOTES

1.04 PROVIDE ROOF PROTECTION AT EXTEND OF WORK AREA DURING CONSTRUCTION .

MINIMUM ROOF PROTECTION TO BE : 2 INCHES OF INSULATION AND A 3/4" PLYWOOD

1.05 MAINTAIN ROOF IN A WEATHER TIGHT CONDITION. SEE STRUCTURAL AND MEP

DRAWINGS FOR NEW ROOF PENETRATIONS IN EXISTING ROOF.

2.23 REMOVE EXISTING ROOF WALK PAD TO BE USED IN NEW LOCATIONS

2.24 REMOVE AND RELOCATE EXISTING ROOF LADDER

2.26 DEMOLISH PORTION OF EXISTING EIFS AND METAL STUD PENTHOUSE WALL

23.04 REMOVE ROOFTOP HVAC EQUIPMENT THIS AREA. SEE MECHANICAL DRAWINGS.

NORTH

SCALE | 3/32" = 1'-0"

PENTHOUSE PLAN26

GENERAL DEMOLITION NOTES

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

UP

UP

UP

UP

UP

UP

UP

UP

UP

F A

C P

J

J

J

J J J

J J J

T T

TT

T

T

T

MBFPM

M P

B F

P

F S

STAIR #1

S*B*1

STORAGE

004C

OFFICE

EQUIP. RM

004A

KITCHEN

DINING

ROOM

Stair #2

S*B*2

Stor.

002A

Dietetic Dry Stor.

002B

HAC

004B

Diet. Stor.

Refr.

Elec.

007B

Refr.

H.W. Tank

007A

Dirty Clothes

007E

HCMI

Refr.

010A

Refr.

Hud

011A

Clean Clothes

007D

CORRIDOR

C*B*1

Corridor

C-B-7

Corridor

C-B-7C

Bldg. Manag.

Off.

Linen

Bldg Manag.

Stor.

013A

Hud/Vash

015B

Hud/Vash

015A

Hud/Vash

Elec. Shop

018B

Eng. Off.

018A

Volunteer Service Office

Engineering

Engineering Stor.

Uniform Exchange

Tlt.

Volunteer Service Escort

M. Locker

025A

HAC

F. Locker

Stair #3

S*B*3

Comp.

Network

027C

Eng. Stor.

018C

Eng. Stor.

027B

Soiled Linen

018D

Canteen

Rec. Temp.

Fitness Center

027A

Carpenter Shop

029A

Clos.

029B

Boiler Rm.

Group

Clos.

029C

Clos.

030A

Clerk

Work Rm.

Tele. Service

Stair #4

S*B*4

Oxygen Storage

Group Rm 2

S.T. Off.

Stor.

Media Center

Corridor

C*B*8

S.T. Dr.

S.T. Exam

S.H. Exam

Patient Tlt.

Staff Tlt.

Kiln

038A

Staff

Occ. Therapy

Stair #6

S*B*6

Phys.

Therapy

Mech.

036A

M. Toilet

Storage

009A Hud

Elec.

Elect. Supply

3"

3"

9.01

9.04

9.0210.02 10.02

10.02

3.03

A. SEE G002 FOR GENERAL PROJECT NOTES

B. SEE G003 FOR PARTITION TYPE

C. COORDINATE FINAL PLACEMENT OF ALL WALL MOUNTED EQUIPMENT WITH

SIGNAGE.

D. PRIOR TO GYPSUM BOARD INSTALLATION AND ELECTRICAL ROUGH-IN

INSPECTION, GENERAL CONTRACTORS, ELECTRICAL/DATA CONTRACTORS,

ARCHITECT, AND CONSTRUCTION MANAGER SHALL REVIEW IN-PLACE LOCATIONS

OF ALL SWITCH BOXES, RECEPTACLE BOXES, FIRE ALARM BOXES, ETC. FINAL

LOCATIONS MAY BE ADJUSTED AT THIS TIME TO ALIGN OR COORDINATE WITH

DESIGN INTENT.

E. ALL DIMENSIONS ARE FROM FINISH FACE UNLESS NOTED OTHERWISE.

F. FOR FURNITURE LAYOUT, SEE FURNITURE PLAN.

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

BASEMENT PLANS

10/30/2023 MW/VP VP

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

A100

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

SCALE | 3/32" = 1'-0"

BASEMENT PLAN26

KEYNOTES

3.03 REINFORCED CONCRETE SLAB. ELEVATION MATCH EXITING SLAB GRADE. PROVIDE

COMPACTION AND BACKFILL , SEE STRUCTURAL DRAWINGS

9.01 PAINT EXPOSED STRUCTURE AND ALL CEILING COMPONENTS

9.02 EPOXY FLOOR FINISH ON NEW/EXISTING CONCRETE SLAB

9.04 PAINT ALL WALLS

10.02 PROVIDE CLASS B FIRE EXTINGUISHER

NORTH

FULLY SPRINKLERED

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

GENERAL NOTES

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

CO

M

IN

IM

U

M D

IS

T

A N

C E

T O

B E

F

T F

R O

M B

U

IL

D

IN

G

C O

O R

D

IN

A T

E F

IN

A

L L

O C

A T

IO

N

W

IT

H C

O R

A N

D M

E C

H A

N

IC

A L

90' - 6" +/-

10' - 0"

62' - 0"

23.02

31.02

32.03

32.02

32.04

EXISTING UNDERGROUNG

FUEL STORAGE SEE

PLUMBING.

SEE PLUMBING DRAWINGS FOR

PIPE CONNECTIONS TO

TEMPORARY BOILER'

A. SEE G002 FOR GENERAL PROJECT NOTES

B. SEE G003 FOR PARTITION TYPE

C. COORDINATE FINAL PLACEMENT OF ALL WALL MOUNTED EQUIPMENT WITH

SIGNAGE.

D. PRIOR TO GYPSUM BOARD INSTALLATION AND ELECTRICAL ROUGH-IN

INSPECTION, GENERAL CONTRACTORS, ELECTRICAL/DATA CONTRACTORS,

ARCHITECT, AND CONSTRUCTION MANAGER SHALL REVIEW IN-PLACE LOCATIONS

OF ALL SWITCH BOXES, RECEPTACLE BOXES, FIRE ALARM BOXES, ETC. FINAL

LOCATIONS MAY BE ADJUSTED AT THIS TIME TO ALIGN OR COORDINATE WITH

DESIGN INTENT.

E. ALL DIMENSIONS ARE FROM FINISH FACE UNLESS NOTED OTHERWISE.

F. FOR FURNITURE LAYOUT, SEE FURNITURE PLAN.

8' TALL METAL BLACK

CHAINLINK FENCE WITH

3 HORIZONTAL BARS

WITH BLACK

INTERWOVEN PRIVACY

FENCE STRIPS

SECURE CHAINLINK TO

BOTTOM BAR

STAND WITH ANCHOR

FENCE WEIGHT

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

TEMPORARY BOILER AND FENCE

10/30/2023 Approver Designer

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

A101

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

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

FIRST FLOOR PLAN-TEMPORARY BOILER21

GENERAL NOTES

KEYNOTES

23.02 TEMPORARY BOILER SEE MECHANICAL DRAWINGS

31.02 PROVIDE CONCRETE PAD

32.02 8 FT TALL TEMPORARY CHAIN LINK FENCE

32.03 EXISTING SIDE WALK

32.04 CHAIN LINK GATE

NORTH

KEYPLAN

Scale: N.T.S.

AREA OF WORK

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

TEMPORARY CHAINLINK FENCE11

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

DN

UP

UP

UPUP

UP

UP UP

UP

UP

UP

F

F

SPECIFIED

SEALANT TAPE AS

16 GA. MIN. FRAME

WOOD CURB

FASTENER 8'' O.C.

FASTENED 18'' O.C.

COUNTERFLASHING

SPECIFED BASE

FLASHING ADHERED

TWO-PLY STRIPPING

GRAVEL SURFACING

SPECIFIED BUR

INSULATION

ALTERNATE FRAME

LOCATION FOR

HEAVY UNITS

ROOF DECK AS SPECIFIED

WITH GASKETED

FASTENERS MINIMUM

TWO PER SIDE

SPECIFED BASE

SPECIFIED CANT

MEMBRANE

M

IN

Stair #5

S-R-5

Penthouse

R01

Penthouse

R02

Penthouse

R03

Elevator Penthouse

R04

Elevator Penthouse

R05

A105

A105

2.27

6.136.136.136.13

6.136.13

6.136.13

6.136.13

6.136.13

6.136.13

A104

Sim

A104

Sim

7.017.01

7.02

A105

Sim

6.136.13

SUBSTRATE

BUILT UP ROOF MEMBRANE

STAINLESS

STEEL

CLAMPING RING

(SEE NOTE #5)

CONTINUOUS BEAD OF

AP SEALANT OR HIGH

GRADE SEALANT

FASTENER AND HD OR HD PLUS

SEAM PLATE AT 12" (305 mm) O.C. MAX.

(SEE NOTE #8)

PRE-MOLDED

PIPE FLASHING

INSULATION

SUBSTRATE

INSULATION

R O

U N

D P

E N

E T

R A

T

IO

N

FIELD SEAM

WELDED

SPLICE

2" (51 mm) MIN.

BONDING ADHESIVE

(ADHERED SYSTEM ONLY)

CONTINUOUS BEAD

OF GP SEALANT

FIELD FABRICATED

METAL HOOD BY

OTHERS (OPTIONAL)

T-JOINT COVER

OR FLASHING

(4" (102 mm) x 4" (102mm) MIN.)

CENTERED OVER INTERSECTION.

PLAN VIEW PIPE

FLASHING OVER

FIELD SEAM

NOTES:

1. REFER TO MANUFACTURE WEBSITE FOR THE

MOST CURRENT INFORMATION.

2. REMOVE ALL EXISTING FLASHING, LEAD, ETC.

PIPE SURFACE MUST BE FREE OF ALL RUST,

GREASE, INSULATION, ETC.

3. PIPE MUST BE ANCHORED TO ENSURE STABILITY.

4. PRE-MOLDED PIPE FLASHING MAY BE CUT TO

HEIGHT, BUT NO LOWER THAN REINFORCING

RING (NO WRINKLES OR FOLDS UNDER

CLAMPING RING).

5. APPLY GP SEALANT BETWEEN PENETRATION

AND PRE-MOLDED PIPE FLASHING PRIOR TO

INSTALLATION OF CLAMPING RING. REFER TO

LS-9 FOR SEAM EDGE TREATMENT.

6. LARGE PRE-MOLDED PIPE FLASHING FITS

4" (102mm) - 8" (203 mm) PENETRATIONS SIZES.

7. DO NOT USE WHEN SERVICE LINE TEMP.

EXCEEDS 160°F. REFER TO UT- P-6 & UT-P-7.

8. FASTENER AND HD SEAM PLATE

REQUIRE FOR MAS ONLY. IF FASTENER CANNOT

BE INSTALLED AS ILLUSTRATED, REFER

TO MANUFACTURE DETAILS

BALLEST AS REQ'D

ROOF REPAIR MUST BE IN

ACCORDANCE WITH ROOF

WARRANTY GUIDELINES.

METAL SLEEVE

POST, SEE STRUCTURAL

BASE PLATE, SEE STRUCTURAL

EXISTING ROOF SLAB.

INSTALL NEW INSULATION

M A

T C

H E

X

IS

T

IN

G T

H

IC

K N

E S

S T

O

STORM COLLAR

CAULK DRAWBAND WITH ELASTOMERIC

SEALANT

MASTIC SEAL AT PERIMETER

TWO PLY STRIPPING

METAL FLANGE MECHANICALLY FASTEN

1/4" COVER BOARD

A. SEE G002 FOR GENERAL PROJECT NOTES

B. WORK TO PROVIDE COMPLETE PLUMBING, MECHANICAL , AND ELECTRICAL

SYSTEM SHALL OCCUR BEYOND EXTEND OF WORK LINE,AS REQUIRED. GENERAL

CONTRACTOR TO REPAIR ANY EXISTING AREAS BEYOND EXTEND OF WORK LINE

DUE TO INSTALLATION OF SUCH SYSTEMS ( SEE ALL PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS.

C. PATCH EXISTING ROOF AND MAINTAIN A WATER TIGHT ENVELOPE

D. ALIGN NEW WORK WITH EXISTING

E. FILL ALL SLAB/WALL OPENINGS RESULTING FROM ELECTRICAL, MECHANICAL OR

OTHER REMOVALS. CONTRACTOR TO MAINTAIN ALL EXISTING FIRE AND SMOKE

RATINGS

F. EXISTING ROOF IS TREMCO BUILT UP ROOF INSTALLED IN 2004.

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

PENTHOUSE PLAN

10/30/2023 VP VP

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

A104

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

SCALE | 3/32" = 1'-0"

PENTHOUSE PLAN26

KEYNOTES

2.27 RELOCATE EXISTING STEP LADDER

6.13 NEW ROOF WALK PAD

7.01 EXISTING BALLASTED BUILT UP ROOF ASSEMBLY . CONTRACTOR TO MAINTAIN WATER

TIGHT ENVELOPE DURING CONSTRUCTION

7.02 PROVIDE ALL ROOF PENETRATION, REPAIR AND REINFORCEMENT IN THE EXISTING

BUILDING FOR INSTALLATION OF THE NEW EXISTING MECHANICAL EQUIPMENT. THE

EXISTING TREMCO ROOFING MEMBRANE AND INSULATION SHALL BE CUT, REMOVED, AND

RESTORED AS REQUIRED TO ATTAIN A WATERTIGHT CONDITION. THE ROOFING SUB

-CONTRACTOR SHALL BE A CERTIFIED INSTALLER FOR SUCH INSTALLATION TO MAINTAIN

ROOF INTEGRITY

7.03 EXISTING EQUIPMENT POST TO REMAIN , SEE STRUCTURAL DRAWINGS. CONTRACTOR

TO PROTECT EXISTING TREMCO ROOF AND MAINTAIN WATER TIGHT CONDITION .

PROVIDE NEW FLASHING

7.04 NEW EQUIPMENT SUPPORT. SEE STRUCTURAL AND MECHANICAL DRAWINGS. THE

EXISTING TREMCO ROOFING MEMBRANE AND INSULATION SHALL BE CUT, REMOVED AND

RESTORED AS REQUIRED TO ATTAIN A WATERTIGHT CONDITION. THE ROOFING

SUB-CONTRACTOR SHALL BE A CERTIFIED INSTALLER FOR INSTALLATION TO MAINTAIN

THE EXISTING ROOF INTEGRITY

FULLY SPRINKLERED

NORTH

SCALE | 6" = 1'-0"

BUILT UP ROOF - LARGE PIPE PENETRATION29 SCALE | 12" = 1'-0" REF | 26/A104

MECHANICAL CURB12SCALE | 1 1/2" = 1'-0"

BUILT UP ROOF - STRUCTURAL POST21

ROOF GENERAL NOTES

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

1"

#12 SCREW

FASTENERS

@EA. STUD

14 GA CLOSURE

ANGLE @ 4 1/2"

HIGH

5/16" RAISED

EMBOSSMENT STEEL

FLOOR PLATE DEMOLISH

EXISTING ANGLE

EXISTING

HAND RAIL

EXISTING

STAIRS

COUNTERSINK 1/16: DIAM.

MIN. FASTENERS 2'-0" O.C.

6" MET. STUD KNEE

WALL (TO MATCH

EXTERIOR WALL)

/2

/2

/2

EXISTINGNEW

6' - 4 1/2"

EXISTING LINE OF

STRINGER IN

FOREGROUND

6' - 0"

6' - 0"

EXISTING NEW

A105

Sim

18/A105

17/A105

/A

/A

A105

Sim

6' - 0"

EXISTING ROOF

SLOPED

INSULATION

SLOPED

INSULATION

NEW ROOF

REMOVE EXISTING MEMBRANE

INSUL. & TOPPING

EXTERIOR CONDITION 1/4"

PL W/ L2X2X1/4" STIFFENER

@ 2'-0" O.C. MAX.

INTERIOR CONDITION: 1/4"

PL W/ L5X3X1/4 LLY

STIFFENER @ 2'-0" O.C. MAX

EXP. BOLT ASSEMBLY TO

UNDERSIDE OF EXISTING

ROOF SLAB

#4 @ 12" O.C. EACH

WAY ONE BAR MIN.

EACH WAY

3" 3"SHORT DIRECTION

START FIRST ANGLE 1'-0"

FROM END OF OPENING

NO ANGLE REQ'D FOR

OPENING LESS THAN

1'-6" MAX OPENINGS

1/2" O HILTI EXP. BOLT

BY 3" EMBEDMENT @

EACH ANGLE & AT

CORNER OF PLATE

2" KEY

NEW CONC FILL TO LVL

NEW INSULATION

PATCH AND SEAL

EXISTING MEMBRANE

BALLAST AS REQ'D

REMOVE EXISTING

CURB AND

ASSOCIATED

CONSTRUCTION.

INTERIOR

CONDITION

EXTERIOR

CONDITION

EXISTING NEW

EFIS

RAISED ACCENT

BAND TYPICAL

COLOR #2

COLOR #1

EXISTING NEW

EFIS

RAISED ACCENT BAND

TYPICAL COLOR #2

COLOR #1

PATCH ALL EXISTING EIFS MATERIAL

CJ CJ

EFIS

RAISED ACCENT BAND

TYPICAL COLOR #2

COLOR #1

16'-0" A.R.D.

TOP OF STUD

VARIES

STEEL BEARING

6' - 4 1/2"

SPRAY-ON FIRE

PROOFING - 2 HR

RATED @ ROOF

DECK & BEAMS

STEEL BEAM - SEE

STRUCT DWGS

SPRAY-ON FIRE

PROOFING @

COLUMNS - 2HR

RATED

EXISTING

COLUMN

BEYOND

1" HAT CHANNEL CONT. @ 4'-0"

O.C. - ANCHOR TO EACH STUD

W/ 1X1 14 GA. CLIP ANGLE

SCREWED TO CHANNEL.

6" METAL STUDS -

18 GA. @ 24" O.C.

HORIZ. STUD

PLYWOOD 2'-0" HIGH AT

PERIMETER OF PENTHOUSE

W/ 6" BATT INSULATION R=19

REMOVE EXISTING ROOFING

SYSTEM INCLUDING CONC.

TOPING

ELAST MEMBRANE

(NEW)

EXISTING SLAB

EXISTING

ROOF SYSTEM

20 GA TRACK W/ 1/4" LEG

TOP & BOTTOM ANCHOR

TO SLAB W/ 1/2 O EXP.

BOLT @ 24"O.C.

1/2" GYP. BD.

SHEATHING

E.I.F.S. W/

R=8 MIN.

2"

COLUMN

CENTERLINE

112'-2" A.R.D. @ EAST

WALL TYP. 112'-7" A.R.D. @

WEST WALL- TYP.

FULL DEPTH BRIDGING

MEMBER (CONT.)

SLIP CONNECTION @

EACH STUD

NEW ROOFING

MATCH AND TIE

INTO EXISTING

EQ EQ

6' - 0"

NEW EXISTING

ALIGN WITH

EXISTING EIFS

ENCLOSURE

EXISTING

COLUMN GRID

NEW PLATFORM TO MATCH

EXISTING SEE DETAIL

(30/A105)

DOUBLE LAYER REINFORCE

MESH

EXISTING DOOR

RE-USE EXISTING

THRESHOLD PLATE

SPECIFIED CANT

EXISTING ROOF DECK

ROOF INSULATION

BUILT UP ROOF

MEMBRANE

GRAVEL SURFACING

TWO-PLY STRIPPING

SPECIFIED BASE

FLASHING ADHERED

WITH ADHESIVE

NEW SURFACE MOUNTED

METAL COUNTERFLASHING

INSULATE INSIDE OF

METAL WORK IN COLD

CLIMATE

GRAVEL SURFACE

FLANGE SET IN SPECIFIED

ASPHALT CEMENT, MECHANICALLY

FASTENED 3" O.C. PRIME METAL

FLANGE BEFORE STRIPPING

WOOD NAILER SECURED TO DECK W/

APPROPRIATE FASTENERS. 2 ROWS

STAGGERED EACH ROW 24" O.C.

ROOF DECK AS

SPECIFIED

INSULATION

SPECIFIED BUILT

UP MEMBRANE

TWO-PLY STRIPPING

ASPHALT CEMENT

SEAL

SLOPE PIPES DOWN

AND AWAY FROM

HOOD

FASTENERS 8" O.C.

SHEET METAL COLLAR

SEAL

SHEET METAL HOOD

CROSS BREAK OR

SLOPE FOR DRAINAGE

METAL SCREW

SEAL

CLOSURE DETAIL

EXISTING ROUND

PENETRATION

FABRICATED ROUND TO SQUARE SHEET

METAL TWO PIECE SOLDERED IN FIELD

TREATED WOOD BLOCKING

SPECIFIED INSULATION

SPECIFIED CANT

EXISTING WOOD CURB

ROUND TO SQUARE

SHEET METAL

CLAMPED STORM COLLAR

BEAD OF TREMOR SEALANT

SPECIFIED BUILT UP MEMBRANE

METAL STUD BOX HEADER

LOUVER, SEE

MECHANICAL DRAWINGS

CONTINOUS METAL

PAN FLASHING

EXISTING EIFS

PATCH ALL AREAS

DISTURBED

CONTINOUS METAL FLASHING

S

T A T E

OF O

H

IO

R E G

IST ERED A RC

HI

T

E C T

MARK

C.

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2023

P ro je ct

N o

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

Chief Engineer

KRISTINA AMIN

.0

PENTHOUSE ENLARGED PLAN

WITH DETAILS

10/30/2023 Approver Designer

REPLACE FTD BOILER WITH HOT

WATER SYSTEM

A105

539-20-201

FORT THOMAS, KENTUCKY

/3

/2

SCALE | 1" = 1'-0"

PENTHOUSE PLATFORM DETAIL30

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

PENTHOUSE PLAN ENLARGED11SCALE | 1/8" = 1'-0"

PENTHOUSE ROOF PLAN16

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

BUILT UP ROOF - SLAB INFILL DETAIL15

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

EAST ELEVATION18

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

WEST ELEVATION17

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

SOUTH ELEVATION NEW13

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

NORTH ELEVATION EXSITING12

NORTHNORTH

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

TYPICAL PENTHOUSE WALL SECTION26

SCALE | 3/8" = 1'-0"

BUILT UP ROOFING HOT/ COLD DOOR THRESHOLD8

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

BUILT-UP ROOFING PIPING THROUGH ROOF DECK10SCALE | 3/4" = 1'-0"

BUILT-UP ROOFING ROUND TO SQUARE METAL FLASHING14

PAINT ENTIRE EIFS

# DESCRIPTION DATE

1 DD1 SUBMITTAL 10/28/2022

2 95% SUBMITTAL 12/12/2022

3 CD SUBMITTAL 10/30/2023

SCALE | 1" = 1'-0"

LOUVER FLASHING DETAIL19

A. CODES AND SPECIFICATIONS

1. 2018 INTERNATIONAL BUILDING CODE.

2. ASCE/SEI 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

3. ANSI/AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

4. ANSI/AWS D1.1, STRUCTURAL WELDING CODE – STEEL.

5. ADDITIONAL TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL.

B. DESIGN LOADS

1. ROOF LOAD:

ROOF LIVE LOAD, MINIMUM: 20 PSF - (NR)

CEILING AND MECHANICAL ALLOWANCE

ABOVE TYPICAL FLOOR AREAS: 10 PSF

ROOFING AND BALLAST ALLOWANCE: 20 PSF

CONCENTRATED LOAD ON ROOF: 300 LBS

NEW ROOFTOP EQUIPMENT DEAD LOADS: NOTED ON ROOF FRAMING PLAN

(NR) INDICATES LIVE LOADS ARE NOT REDUCED. OTHERWISE DESIGN LIVE LOADS FOR SLABS, BEAMS, COLUMNS, AND FOUNDATIONS ARE

REDUCED PER CODE.

CONCENTRATED LIVE LOADS DISTRIBUTED OVER 2.5 FT X 2.5 FT IN LIEU OF UNIFORM LIVE LOAD, UNLESS NOTED OTHERWISE, SEE CODE SECTION 1607.

ROOF LIVE LOADS ARE INCREASED FOR SNOW DRIFT AND PONDING PER ASCE-7. WATER DEPTH ON DEFLECTED STRUCTURE 6" MAXIMUM.

2. SNOW LOAD:

GROUND SNOW LOAD: Pg = 20 PSF FLAT ROOF SNOW LOAD: Pf = 16 PSF SNOW EXPOSURE FACTOR: Ce = 0.9 SNOW LOAD IMPORTANCE FACTOR: Is = 1.0 THERMAL FACTOR: Ct = 1.2

3. WIND LOAD:

DESIGN WIND SPEED (3-SECOND GUST): Vult = ___ MPH; [Vasd = ___ MPH]

RISK CATEGORY: II

WIND EXPOSURE: B

INTERNAL PRESSURE COEFFICIENT: ENCLOSED BUILDING, GCpi = +/- 0.18

ROOF HEIGHT H= 65 FT.

COMPONENTS AND CLADDING – ULTIMATE STRENGTH DESIGN:

FACTORED LOADS PSF (ult)

EFFECTIVE WIND AREA: 10SF 50SF

1 ROOF, TYPICAL AREAS +16.0/-25.9 +16.0/-24.3

2 ROOF WITHIN ___ FEET OF EDGES +23.7/-43.4 +21.3/-32.7

3 ROOF WITHIN ___ FEET OF CORNERS +23.7/-43.4 +21.3/-32.7

4 WALLS, TYPICAL AREAS +23.7/-25.7 +21.3/-23.2

5 WALLS WITHIN ___ FT OF CORNERS +23.7/-31.6 +21.3/-26.7

4. NEW STRUCTURAL WORK IS LIMITED TO ROOFTOP EQUIPMENT SUPPORTS AND DOES NOT CHANGE THE EXISTING STRUCTURAL SYSTEMS FOR GRAVITY OF LATERAL LOADS. NEW WORK AND ALTERED ELEMENTS MEET NEW CODE REQUIREMENTS. EXISTING STRUCTURE THAT IS UNALTERED

IS TO REMAIN AND IS IN ACCORDANCE WITH IBC 3404.

C. STRUCTURAL STEEL

1. ALL WORK SHALL CONFORM TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STANDARDS AND THE PROJECT SPECIFICATIONS.

2. FABRICATOR SHALL MEET AISC CERTIFICATION STANDARD FOR STEEL BUILDING STRUCTURES PER THE PROJECT SPECIFICATIONS.

3. MATERIAL:

a. WIDE FLANGE SHAPES: ASTM A992 (Fy 50 KSI).

b. STEEL PIPES: ASTM A53, GRADE B (Fy 35 KSI).

c. OTHER ROLLED SHAPES, PLATES AND BARS: ASTM A36 (Fy 36 KSI).

d. PLATES AND BARS NOTED GRADE 50: ASTM A572 (Fy 50 KSI).

e. BOLTS: ASTM A325, 3/4" MIN. DIA., U.N.O.

4. PROVIDE TENSION CONTROL A325-TC BOLTS OR F1852 ASSEMBLIES, OR F959 SELF INDICATING LOAD INDICATOR WASHERS AND PRETENSION ALL

BOLTS.

5. ALL WELDING MATERIALS, WELDING PROCEDURES AND OPERATORS PERFORMING WELDING TO BE QUALIFIED PER AWS D1.1.

6. CONNECTION CONFIGURATIONS INDICATED ON THE PLANS, NOTES AND DETAILS REPRESENT THE DESIGN INTENT. ITEMS SPECIFICALLY INDICATED, SUCH AS WELDS, STIFFENERS, BRACES, ETC., MUST BE PROVIDED AT MINIMUM AS SHOWN.