36C25019B0019-009.pdf

N

Ludlow Ave.

C lif to n A v e

CINCINNATI

STATE

TECH.

Hopple St.

M.L.K. Dr.

McMillan St.

UNIV. OF

CINCINNATI

W.H.T Rd.

VAMC

3200 VINE ST.

M.L.K. Dr.

V in e

St.

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Jefferson A ve.

UNIV.

HOSPITAL

Mitchell Ave.

R e ad in g

R d.

V ic to ry

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UNIV.

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 400 SERIES SHEETS

SECTION/DETAIL NUMBER

SHEET NUMBER

*NOTE: ALL ACTUAL SHEET

NUMBERS HAVE A PREFIX

"14"

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A001

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1Ref

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This drawing and all original design work contained herein represents the unpublished work of John Poe Architects, Inc. intended solely for use related to the project listed herein and shall not be reproduced in any fashion without the expressed written consent of John Poe Architects, Inc.

COPYRIGHT 2019

SET NO.

VA PROJECT NO.

F O

R

ARCHITECTURE PLANNING INTERIOR DESIGN

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

JOHN POE ARCHITECTS

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

PRINTING

REVISIONS

GRAPHIC SYMBOLS

DRAWING INDEX

VICINITY MAP

DATE

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

JPA PROJECT NO. 12030.01

01/18/2019 14G001

P H

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PHASE 3

ANIMAL RESEARCH FACILITY - BLDG. 14

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

3200 VINE ST.

CINCINNATI, OHIO 45220

2018-10-07 Bid Set

2019-01-18 Bid Set

539-327

GENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS

TO THE CONTRACTING OFFICER'S REPRESENTATIVE.

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE

SAFETY CODE, INTERNATIONAL BUILDING CODE, AND OTHER

CODES AS IDENTIFIED IN VHA PROGRAM GUIDE PG-18-3, TOPIC

01, CODES, STANDARDS AND EXECUTIVE ORDERS WHICH CAN

BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE

LATEST ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARD (ABAAS) AND DEPARTMENT OF VETERANS AFFAIRS

BARRIER FREE DESIGN GUIDE PG-18-13 WHICH CAN BE FOUND

ON THE DEPARTMENT OF VETERANS AFFAIRS TECHNICAL

INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE

AND ACCEPT EXISTING CONDITIONS PRIOR TO BIDDING. SITE

VISIT WILL BE SCHEDULED BY CONTRACTING OFFICER.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH,

TO MATCH ADJACENT EXISTING SURFACES, ANY EXISTING

MATERIALS TO REMAIN THAT ARE DAMAGED DURING THE

COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR

INSTALLATION OF NEW WORK, CONTRACTOR SHALL REPAIR

EXISTING CONSTRUCTION TO REMAIN OR PROVIDE NEW

CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES

TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL

CONDITIONS AND DIMENSIONS PRIOR TO ORDERING,

FABRICATING OR INSTALLING NEW MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL

EQUIPMENT, ETC. TO BE INSTALLED AS PART OF THIS

PROJECT, AND WHERE NECESSARY, MAKE SPECIAL

PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO

FIT THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET

ACCESSORIES, HAND RAILS, BUMPER RAILS, SHELVING,

CASEWORK, MOUNTING BRACKETS AND OTHER WALL

MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT

MANUFACTURERS. ALL WOOD BLOCKING SHALL BE FIRE

RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES

UNLESS SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS

INDICATED AT A PARTICULAR SURFACE, CONTRACTOR SHALL

PROVIDE FINISH(S) AS INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY

OPERATIONAL SYSTEMS WHICH COMPLY WITH STATED CODES

AND REGULATIONS. WHERE THE OMISSION OF A PART OR

ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM,

CONTRACTOR SHALL INCLUDE SAID PART OR ELEMENT AS

PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE

OR FIRE RATED WALLS SHALL BE SMOKE/FIRE STOPPED AS

REQUIRED BY THE RATING OF THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL

BE SUBJECT TO AN INDEPENDENT REVIEW BY A CERTIFIED

FIRE PROTECTION ENGINEER RETAINED BY THE OWNER. THE

FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR

MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS

NECESSARY FOR COMPLIANCE WITH SPECIFIED NFPA

REQUIREMENTS.

Project Seeking LEED Certification.

See Specification Section 01 81 11.

14FX001 LEGEND, SYMBOLS & INDEX OF DRAWINGS

14FX101 FIRST FLOOR PLAN

14FX102 SECOND FLOOR PLAN

14FX103 THIRD FLOOR PLAN

14P001 LEGEND, SYMBOLS & INDEX OF DRAWINGS

14PD100 EXISTING ROOF PLANS - REMOVALS

14PP100 BASEMENT PLAN

14PP101 FIRST FLOOR PLAN

14PP102 SECOND FLOOR PLAN

14PP103A THIRD FLOOR PLAN - DISTRIBUTION

14PP103B THIRD FLOOR PLAN - LAB GAS

14PP103C THIRD FLOOR PLAN - DRAINAGE

14PP104 ROOF PLAN

14PP201 SCHEDULES & DETAILS

14PP202 SECTIONS & ENLARGED PLANS

14PP301 SOIL, WASTE & VENT

14MD102 SECOND FLOOR PLAN - REMOVALS

14MH100 HVAC SITE/BASEMENT PLAN - NEW WORK

14MH102 SECOND FLOOR DUCTWORK PLAN - NEW WORK

14MH103 THIRD FLOOR DUCTWORK PLAN - NEW WORK

14MH104 ROOF PLAN - NEW WORK

14MH110 THIRD FLOOR BID ITEMS - DUCTWORK

14MP102 SECOND FLOOR PIPING PLAN - NEW WORK

14MP103 THIRD FLOOR PIPING PLAN - NEW WORK

14MP110 THIRD FLOOR BID ITEMS - PIPING

14M001 LEGEND, INDEX AND GENERAL NOTES

14M301 SECTIONS

14M400 ENLARGED BASEMENT FLOOR PLAN MECHANICAL ROOM - NEW WORK

14M401 ENLARGED THIRD FLOOR PLAN MECHANICAL ROOM - NEW WORK

14M501 DETAILS

14M502 DETAILS

14M503 DETAILS

14M504 DETAILS

14M601 SCHEDULES

14M602 SCHEDULES

14M603 STEAM SYSTEM SCHEMATIC

14M604 HOT AND CHILLED WATER SYSTEM SCHEMATICS

14M701 CONTROLS AND AUTOMATION

14M702 CONTROLS AND AUTOMATION

14M703 CONTROLS AND AUTOMATION

14M704 CONTROLS AND AUTOMATION

14M705 CONTROLS AND AUTOMATION

15M001 BOOSTER PUMPS

14E001 SYMBOLS

14E002 LIGHTING FIXTURE DESCRIPTIONS

14E003 LIGHTING FIXTURE DESCRIPTIONS

14E004 SECONDARY SINGLE LINE DIAGRAM

14E501 TECHNOLOGY DETAILS

14E502 SIGNALS RISER DIAGRAM

14E503 SIGNALS CLOSET DETAILS

14E601 DISTRIBUTION SCHEDULES

14E602 PANELBOARD SCHEDULES

14ED102 SECOND FLOOR PLAN - REMOVALS

14ED103 THIRD FLOOR (ROOF) PLAN - REMOVALS

14EL102 SECOND FLOOR PLAN - LIGHTING

14EL103 THIRD FLOOR PLANS - LIGHTING

14EL121 THIRD FLOOR BID ITEMS - LIGHTING

14EP100 BASEMENT FLOOR PLAN - POWER

14EP102 SECOND FLOOR PLAN - POWER

14EP103 THIRD FLOOR PLAN - POWER

14EP104 ROOF FLOOR PLAN - POWER

14EP121 THIRD FLOOR BID ITEMS - POWER

14ET102 SECOND FLOOR PLAN - SIGNALS

14ET103 THIRD FLOOR PLAN - SIGNALS

14ET105 ROOF PLAN - LIGHTNING PROTECTION

14ET121 THIRD FLOOR BID ITEMS - SIGNALS

14G001 COVER SHEET

14G002 CODE PLANS

14G003 CODE PLANS - BID ITEM 4

14G004 CODE PLANS - EXISTING "PHASE 1"

14AS101 SITE PLAN

14A001 WALL TYPES & DETAILS

14AD102 SECOND & THIRD FLOOR PLAN - DEMOLITION

14A102 SECOND FLOOR PLANS DIMENSION & NOTE

14A103 THIRD FLOOR PLANS DIMENSION & NOTE

14A104 ROOF PLAN

14A112 SECOND FLOOR REFLECTED CEILING PLANS

14A113 THIRD FLOOR REFLECTED CEILING PLANS

14A121 BID ITEM 2

14A122 BID ITEM 3

14A123 BID ITEM 4

14A201 EXTERIOR ELEVATIONS

14A301 BUILDING SECTIONS

14A311 WALL SECTIONS

14A321 STAIR 1 & 3 PLANS & DETAILS

14A322 STAIR 2 PLANS & DETAILS

14A332 PASSENGER ELEVATOR PLANS & DETAILS

14A401 ENLARGED PLANS AND ELEVATIONS

14A402 INTERIOR ELEVATIONS

14A403 INTERIOR ELEVATIONS

14A501 DETAILS

14A502 DETAILS

14A511 CASEWORK SECTIONS

14A512 CASEWORK SECTIONS

14A601 DOOR SCHED. & DETAILS

14A611 WINDOW SCHED. & DETAILS

14A612 WINDOW DETAILS

14AF102-F SECOND FLOOR FINISH PLAN

14AF102-P SECOND FLOOR WALL PROTECTION PLAN

14AF102-W SECOND FLOOR WALL FINISH PLAN

14AF103-F THIRD FLOOR FINISH PLAN

14AF103-P THIRD FLOOR WALL PROTECTION PLAN

14AF601 FINISH SCHEDULE

14IF102 SECOND FURNITURE PLAN (FOR REFERENCE ONLY)

14QF102 EQUIPMENT PLAN & SCHEDULE

14QF103 EQUIPMENT PLAN & SCHEDULE

14S001 GENERAL NOTES

14S002 TYPICAL DETAILS

14S103 LEVEL 3 FRAMING PLAN

14S104 LEVEL 4 FRAMING PLAN

14S301 FRAMING DETAILS

14S302 FRAMING DETAILS

14S303 FRAMING DETAILS

14S401 CONCRETE COLUMN SCHEDULE AND DETAILS

14S501 CONCRETE BEAM AND JOIST DETAILS

14S502 BEAM SCHEDULE

14S601 DEDUCTS

9 206 9 2069 206 9 206

9 206 9 206

Existing 4 story w/ bsmt.

Builidng 15

New Research Facility

BUILDING 14

BUILDING 15

10'-0"

1-HR FIRE BARRIER

2-HR FIRE BARRIER

MEANS OF EGRESS

CODE LEGEND

BUILDING 14

BUILDING 15

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

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B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

CODE PLANS

14G002

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 3/32" = 1'-0"

CODE PLAN - SECOND FLOOR

Code Notes, NFPA 101, 2015 Edition:

Overall building footprint, 10,387 sf.

Second floor: Lab 7890 (New Construction) Mechanical 2497 sf (Existing Construction) Third floor: Lab space 10,387 sf.

Total building is designed to be 6 stories with a basement. Future floors 4 and 5 are planned to be labs, and the 6th floor is planned to be office space.

Chapter 6 Classification of Occupancy and Hazard of Contents

6.1. Industrial- Labs (2nd floor)

Industrial-Labs (3rd floor)

6.1.14.4 Separated Occupancies

Comment: Floors are seperated by 2 hour ratings. First floor is considered business.

Chapter 4 General

4.6.3 Stories in height, Counted as a three story building.

Chapter 8 Features of Fire Protection

8.1 Automatic sprinkler system is being provided.

Table 8.3.4.2

Elevator hoistway: 2 hour partitions, 1-1/2 hour door.

Stairs: 1 hour minimum, 2 hour actual, 1-1/2 hour door.

8.2.1.3 Existing and new buildings are separated by a 2 hour fire barrier for occupancy separation per NFPA 221. 1-1/2 hour door.

Chapter 9 Building Services and Fire Protection Equipment

9.6.1.3 A fire alarm system is required per NFPA 70 and 72

9.6.3.1 Occupant notification is required.

9.6.4.1 Emergency forces notification required, per section 38.3.4.4

9.6.5.1 Fire safety functions required per NFPA 72.

9.6.7.1 Annunciation not required per chapters 38 or 40.

9.7.1.1 Automatic sprinkler system is required per chapters 38 and 40.

Chapter 10 Interior Finishes, Contents and Furnishings

10.2.3 Interior wall and ceiling finishes required Class A, Class B or Class C shall be defined per ASTM E 84 or ANSI/UL 723.

10.2.3.4 Class A

Flame spread index, 0-25 Smoke development index, 0-450

Class B Flame spread index, 26-75 Smoke development index, 0-450

Class C Flame spread index, 76-200 Smoke development index, 0-450

10.2.7.1 Carpet shall comply with ASTM 28596

10.2.7.2 Floor covering other than carpet shall have a minimum critical flux of 0.1 W/cm3.

10.2.7.3 Interior floor finish shall be classified based on NFPA 253.

10.2.7.4 Interior finishes classified as follows:

Class 1: Critical radiant flux not less than 0.45 W/cm3.

Class 2: Critical radiant flux not less than 0.22 W/cm3.

10.2.8.1 Where sprinklered, interior wall and ceiling finish shall be reduced by one grade, eg, Class C can be reduced to Class B.

10.2.8.2 Where sprinklered, Class 2 interior floor finish shall be permitted where Class 1 is required.

Table A.8.2.1.2 Fire resistance rating for Type II 222:

Exterior bearing walls 2 hour

Supporting roof only 1 hour Interior bearing walls 2 hour

Supporting roof only 1 hour Columns 2 hour

Supporting roof only 1 hour Beam 2 hour

Supporting roof only 1 hour Floor/ceiling assemblies 2 hour Roof/ceiling assemblies 1 hour Interior non load bearing walls 0 hour Exterior non load bearing walls 0 hour

All building elements will be rated assuming future phases will occur. Roof will be treated as a floor assembly.

Chapter 7 Means of Egress

7.1.3.1 Exit access corridors.Exit access corridors w/ load of over 30 people shall have a 1 hour fire resistance rating.

(2) Requirement shall not apply where otherwise provided in chapters 11-43.

7.1.3.2.1 Exit to be separated as follows,

(2) Minimum 2 hour where exits connect 4 or more stories. (Building is planned for future expansion).

(4) 2 hour fire rating shall be constructed of non combustile material and shall be supported by construction having 2 hour rating.

(7) Openings in separation shall be protected w/ fire rated doors w/ closers.

Table 7.2.2.2.1.2 New stair width, less than 2000 people = 44" wide min.

7.2.12 Area of refuge are provided on the 2nd & 3rd floor. Entire floors are concidered the boundaries. Required communication equipment is located at each floor near the north elevator.

7.2.13 Elevators: north elevator is treated as an evacuation elevator.

Table 7.3.1.2 Occupant load

Second floor 10,387 sf (Industrial /100 x 7890 sf = 79, Storage/500 x 2497 sf = 5) = 84 Third floor 10,387 sf (Industrial/100 x 7295 sf = 73, Storage/500 x 1687 sf = 4) = 77

7.3.3 Egress capacity

Table 7.3.3.1 Stairways .3" per person, level components .2" per person.

7.5.4.1 Two means of egress required.

7.5.4.1.1 Access within allowable travel idstance shall be provided to not less than one accessible area of refuge.

Calculations Second Floor

Occupancy Load 84 w/ 2 exits 84/2 = 42 occupants per stair 42 x 0.3 = 12.6" of required egress at stair 42 x 0.2 = 8.4" of required egress in corridors.

Third Floor Occupancy Load 77 w/ 2 exits 77/2 = 38.5 occupants per stair 39 x 0.3 = 11.7" of required egress at stair 39 x 0.2 = 7.8" of required egress in corridors.

Actual egress width Stairs: 48" Min. at corridors: 60"

NFPA 221 Chapter 7 Fire Barrier Wall

7.2.1 Continuous from wall to wall/floor to floor.

7.2.5 Structural elements supporting wall shall have a rating not less than the wall.

7.3.1 Opening shall be proposed per 4.8 & 7.3.

7.3.2 Total glazing in door and windows shall not exceed 20% of the wall.

Table 4.8.2 2 hour fire barrier = 1.5 hour door Fire window assemblies- not permitted.

IBC 2015

Table 2902.1 Required Plumbing Fixtures

Industrial: WC: 1/100 Lav: 1/100

DF: 1/400

Serv. Sink: 1

Occupant count for 2nd and 3rd floors is 100 men/100 women.

Technically only 1 WC is required per sex. For practical reasons 3 WC and 3 lavs.will be provided per sex, split between the 2nd and 3 rd floors for staff use. One high/low drinking fountain and service sinks will be provided at each floor.

Chapter 40 Industrial Occupancies (2nd and 3rd Floor Labs)

40.1.5 General industrial occupancy, ordinary and low hazard per 6.2.2.2

40.2.2.13 Area of refuge is permitted.

Table 40.2.5 Arrangement of Means of Egress (protected) Dead end corridors 50' (Longest actual dead end is 20') Common path of travel 100'. (Actual common path Max. is 82')

Table 40.2.6 Max travel distance to Exit Protected 250'

40.3.6 Corridors: provisions of 7.1.3.1 shall not apply.

Corridor rating not required.

N Scale: 3/32" = 1'-0"

CODE PLAN - THIRD FLOOR

N Scale: 3/32" = 1'-0"

CODE PLAN - PARTIAL BASEMENT

Revisions Date

Existing 4 story w/ bsmt.

Builidng 15

New Research Facility

BUILDING 14

BUILDING 15

BUILDING 14

BUILDING 15

1-HR FIRE BARRIER

2-HR FIRE BARRIER

MEANS OF EGRESS

CODE LEGEND

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

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B A

VA Project No.

FULLY SPRINKLERED

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

CODE PLANS - BID ITEM 4

14G003

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 3/32" = 1'-0"

CODE PLAN - SECOND FLOOR - BID ITEM 4

N Scale: 3/32" = 1'-0"

CODE PLAN - THIRD FLOOR - BID ITEM 4

Existing 4 story w/ bsmt.

Building 15

Research Building

Elev.

Area of Refuge Station

Research Facility

Exisiting 4 story w/ Bsmt.

Building 15

Existing 1 story Electrical Bldg.

Existing 2 story Fisher house

15'-0"

Fire s ep ar at io n lin e

1 hour rating extends 4' each side.

Elev.

Fire Command Center

1-HR FIRE BARRIER

2-HR FIRE BARRIER

MEANS OF EGRESS

CODE LEGEND

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

CODE PLANS - EXISTING "PHASE 1"

14G004

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 3/32" = 1'-0"

CODE PLAN - BASEMENT - EXISTING "PHASE 1"

N Scale: 3/32" = 1'-0"

CODE PLAN - FIRST FLOOR - EXISTING "PHASE 1"

METAL STEPS

R/W

P R O P E R

TY

L

IN

E

OXYGEN STO

RAGE TANKS

FP

GP

GP

GP

GP

GP

GP

GP

GP

GP

EXISTING

BLDG. 15

4 STORY

EXISTING

ELECTRICAL

BLDG.

1 STORY

EXISTING

FISHER HOUSE

2 STORY

EXISTING

BLDG. 1

7 STORY

BUILDING 14

MAINTAIN EXIT

FROM BLDG. 14

MAINTAIN EXIT

FROM BLDG. 14

OWNER WILL REQUIRE

PERIODIC ACCESS TO

LOADING DOCK AREA

MAINTAIN

ENTRANCE &

EXIT FROM

BLDG. 14

MAINTAIN EXIT

FROM FISHER

HOUSE

OWNER WILL REQUIRE

PERIODIC ACCESS TO

OXYGEN TANKS FOR

REFILL BY SEMI-TRUCK

EXISTING

LAWN AREA

EXISTING

ASPHALT

PAVING

EXISTING

ASPHALT

PAVING

EXISTING

CONCRETE

ROAD

PROVIDE GATE FOR

PERIODIC OWNER

ACCESS TO REFILL

OXYGEN TANKS AND

MAKE DELIVERIES TO

BUILDING 15.

PROVIDE CLEAR PATH

AT END OF EACH

WORK DAY.

EXISTING

REMOVABLE

BOLLARDS

PROVIDE TEMPORARY

OVERHEAD PROTECTION

WHEN OVERHEAD WORK

IS OCCURING

PROVIDE

TEMPORARY

OVERHEAD

PROTECTION

WHEN OVERHEAD

WORK IS

OCCURING

No storage or parking this area.

PROVIDE NEW

LOADINGDOCK

BUMPERS

MOVE EXISTING

BOLLARD 8" TO

THE EAST

SITE PLAN LEGEND

LIMITS OF

CONSTRUCTION

CONSTRUCTION

FENCE (LIMIT OF

CONSTRUCTION)

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

SITE PLAN

14AS101

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 1/16" = 1'-0"

SITE PLAN

GENERAL NOTES

A. Contractor is responsible to repair/refinish, to match adjacent existing surfaces, any materials to remain that are damaged during the course of demolition or new work.

2 HR. FIRE BARRIER

(UL#904 similar)

Batt insulation @ M1.2 / Fire stopping @ M1.2-F

Horizontal masonry reinforcing at 18" O.C. or as required by structural drawings

FLOOR SLAB

FIN. CEILING

STRUCTURE

ABOVE

3-5/8" 20 ga.

track & studs 16" o.c.

3-5/8" 20 ga.

track & studs 16" o.c.

4 7/8"

7 5/8"

5/8" Type 'X' gypsum board @ each side5/8" Type 'X' gypsum board

Structure above

2 1/2" Rigid insulation (min.R-12)

8" CMU - See structural drawings for reinforcing

Metal 'Z' girt as required by metal panel manf.

Vertical metal siding panel

1'-1 5/8"

6" 7 5/8"

Acoustic sealant

Acoustic sealant

Fiberglass batt insulation

Fiberglass batt insulation

Acoustic sealant

Acoustic sealant

3"x3"x1/4" steel angle.

4" long segments, ea.

side, 5' o.c.. Attach to structure above w/ 1/2 exp. anchor.

7/8" furring channels @ 16" o.c. horz.

1 1/2"

5/8" Type 'X' gypsum board

Deep leg deflection track

Deep leg deflection track

4 1/4"

See plans for substrate

8" Concrete block

See Structural Drawings for additional reinforcing

2 1/2" Rigid insulation (min.R-12)

6" metal studs as required by cold form metal framing designer

Metal 'Z' girt as required by metal panel manf.

Vertical metal siding panel

6" 7 1/4"

5/8" exterior gypsum sheathing

5/8" Type 'X' gypsum board

Continuous acoustic sealant each side

FLOOR SLAB

FIN. CEILING

STRUCTURE

ABOVE

2-HR RATED

FIRE BARRIER

U.L. #U415

5 3/4"

6" 20 ga. track & studs 16" o.c.

5/8" Type 'X' gypsum board @ each side

7 1/4"

Acoustic sealant

Acoustic sealant

Fiberglass batt insulation

3-5/8" 20 ga.

track & studs 16" o.c.

6 1/8"

5/8" Type 'X' gypsum board @ each side

Acoustic sealant / Fire-rated sealant @ S1.2-S

Acoustic sealant / Fire-rated sealant @ S1.2-S

Fiberglass batt insulation

Deep leg deflection track

2-HR FIRE RATED

FIRE BARRIER

U.L. #U419

Vapor retarder

Fiberglass batt insulation

2 HR. FIRE BARRIER

(UL#904 similar)

Deep leg deflection track

TEMPORARY

PARTITION

As Specified

WALK-IN

COOLER/FREEZER

INSULATED

METAL PANEL

Insulated metal panel wall system by walk-in cooler/freezer manf.

Setting track by walk-in cooler/freezer manf.

Deep leg deflection track

Fire-rated sealant each side

1" type "x" gypsum board

3/4" type "x" gypsum board

Batt insulation (min.

R-11)

Shaft wall: 4" 20 GA.

metal C-H stud @ 24" O.C.

Fire rated sealant each side

Flame-retardent plastic sheeting sealed to create negative air pressure inside work zone

3-5/8" 20 ga.

metal studs 16" O.C.

5/8" Type 'X' gypsum board

Acoustical insulation

CONSTRUCTION

ZONE

HOSPITAL

ZONE

2 HR. FIRE BARRIER

(UL#904 similar)

Fire stopping

Horizontal masonry reinforcing at 18" O.C. or as required by structural drawings

11 5/8"

Structure above

3"x3"x1/4" steel angle.

4" long segments, ea.

side, 5' o.c.. Attach to structure above w/ 1/2 exp. anchor.

12" Concrete block

Continuous acoustic sealant each side

Weather-resistive membrane air barrier

6" 20 ga. track & studs 16" o.c.

5/8" Type 'X' gypsum board @ each side

Acoustic sealant

Acoustic sealant

Fiberglass batt insulation

Deep leg deflection track

S2.1 S2.0 S1.2-F S1.1 S1.0S4.0S3.0S7.0-FT1.0

E3.0 E2.0 M5.2-F M1.2

E2.0-F M1.2-F

3-5/8" 20 ga.

track & studs 16" o.c.

Fiberglass batt insulation

Deep leg deflection track

S2.0a

1'-1 1/4"

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

WALL TYPES & DETAILS

14A001

NSKR

12030.01

539-327

Cincinnati, Ohio

N.T.S.Scale:

WALL TYPES

2.1

2.01

2.01

2.06

2.06

2.062.06

2.06

2.03

2.03

2.03

2.03

2.03

2.03

2.03

2.09 2.09 2.09

2.09

2.09

2.09

2.09

2.01

2.04

2.02

2.02

2.02

2.02

2.02

2.02

2.022.02

2.02

2.02

2.02

2.02

2.02

2.05

2.04

2.04

2.05

2.04

2.04

2.04

2.08

BUILDING 14

BUILDING 15

(SECOND FL.)

2.08

2.14

2.03

2.03

2.03

2.03

2.03

2.03

2.03

2.23

2.23

2.24

2.06

14AD102

2.012.08

2.05

2.05

2.05

2.05

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

2.02

2.06

2.25

2.07

2.07

2.07

2.09

2.09

2.09 2.09

2.09

2.09

2.09

2.07

BUILDING 14

BUILDING 15

(THIRD FL.)

2.13

2.13

.2.05

2.05

2.03

2.03

.2.05

2.07

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

SECOND & THIRD FLOOR PLAN -

DEMOLITION

14AD102

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 1/8" = 1'-0"1

SECOND FLOOR PLAN - DEMOLITION

GENERAL NOTES:

A. Protect existing structure, adjacent windows, doors and other building elements during demolition.

B. Remove all existing partitions shown with dashed line. Provide new finishes as scheduled at all area of removal or repair adjacent wall, ceilings and floor finishes to match adjacent surfaces.

C. Remove all existing doors and hollow metal frames where indicated with dashed line.

D. Within the building, provide sticky mats at all exits from the construction area during the entire length of the construction project.

E. Unless noted otherwise walls that are to be removed are type E3.0.

The contractor shall be responsible for verifying conditions in the field.

F. Maintain water tightness of facility at all times during construction.

G. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required modifications, relocations and shut down times of these systems with the Project Engineer.

H. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

I. Sprinklers and water supply to be maintained throughout. See MEP Drawings.

J. Existing power must be maintained throughout as required during each phase of construction.Coordinate phasing with Electrical Contractor.

Coordinate power shut-offs with the Project Engineer. See Electrical Drawings.

K. All items turned over to Project Engineer shall be delivered to the Engineering Area, to be designated in the vacinity of Building 3.

Confirm location with the Project Engineer prior to beginning demolition.

L. Patch and repair existing slab as required to fill voids in existing floor slab at abandoned mechanical chases, new electrical conduit and all MEP floor penetrations. Provide 2-Hr. fire rated floor construction.

M. Remove wall-hung accessories and equipment unless noted otherwise and turn over to Project Engineer. Repair wall and floor finishes to match adjacent existing or provide new finishes as scheduled.

2.01 Remove existing louver. See Mechanical drawings for

extent of demolition and new work.

2.02 Remove existing ballasted EPDM roofing system and

insulaton down to the concrete deck. Clean any residue from slab to prepare for new finishes.

2.03 Remove roof drains. See plumbing drawings for extent of

demolition and new work.

2.04 Remove existing aluminum downspout.

2.05 Remove area of 3" metal deck and support system as

required to extend shaft vertically.

2.06 Remove existing metal coping. See similar detail

3A/14A311 for new work.

2.07 Remove existing aluminum gutter.

2.08 Remove existing metal siding, associated framing

components down to masonry.

2.09 Remove existing walls, type E3.0. See sheet A001 for

wall type description.

2.13 See sheet AD102 for roof removal.

2.15 Remove existing mechanical equipment and associated

support framing. See Mechanical drawings for extent of demolition and new work.

2.23 Remove existing door, frame and wall as required for

new construction.

2.24 Remove 4'-0" w x 7'-4" h of existing masonry wall.

Provide steel lintel over opening.

2.25 Remove existing EPDM membrane from face of wall.

2.26 Temporary fan location. See Mechanical Drawings.

2.56 Existing equipment to remain.

NOTES

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

PARAPET DETAIL

N Scale: 1/8" = 1'-0"2

THIRD FLOOR PLAN - DEMOLITION

HAC

SIGNALS

MECHANICAL

EMERGENCY

ELECTRIC

MAIN

ELECTRIC

ELEV. 3

EL-3

STAIR 1

S-2-1

OPEN

OFFICE

BSL 2 LAB

WALK IN

COOLER

BSL 2 STOR.

203A

AIR

HANDLING

UNIT

(EXISTING)

EXIT

CORRIDOR

STAIR 2

S-2-2

STORAGE

EQUIP.

STORAGE

MEN

WOMEN

S2.0

S2.0

S2.0 S2.0

S2.0

S3.0

S2.0

S3.0S3.0

S3.0S3.0

S3.0 S3.0

S3.0

S2.0

S3.0

S3.0

S2.0

M1.2-F

S3.0

ALIGN

S3.0

/8

/4

/2

/8

/8

/8

/8

/4

/8

/8

6 1/8"

MIN.

5'-0 1/8" 20'-9 1/4"

4 7/8"

6'-5 1/4"

/4

/8

/2

/8

ALIGN

S1.2-FS1.2-F

S1.2-F

BLDG. 14

BLDG. 15

/8

/8

10'-6 7/8"

4 7/8"

19'-6 1/4"

S3.0

S3.0

S2.0S2.0

E2.0

M1.2-F

6'-8 1/2" 2'-4" 7'-0" 10'-8" 5'-3 1/4"

M1.2-F

M1.2-F

/8

FUTURE

ELEVATOR 1

FUTURE

ELEVATOR 2

S1.0 S3.0

S1.0

S1.0

S1.0

S1.0 S1.0

S1.0 S1.0

S1.1

S2.0S2.0

S1.0

S1.0

S1.0

S1.0

S1.0

S3.0

S2.0

S3.0

S2.0

E2.0

S1.0

S1.0

ALIGN

20'-9 3/4" 4 7/8" 10'-4 5/8"

4 7/8"

10'-7" 4 7/8" 19'-6 1/4"

/8

/8

/8

/4

/8

/8

/2

/8

5'-6"

4 7/8"

12'-8"

4 7/8"

11'-0" 4'-6"

7 1/4"

19'-6 1/4"

S2.1S2.0

S1.0

5'-6" 3'-0"

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

4 7/8"

6'-9 3/8"

4 7/8" S3.0S3.0S3.0

A L

IG

N

A L

IG

N

/4

/2

/8

S4.0S4.0

S4.0S4.0

E2.0

E2.0

LAB

STORAGE

213A

HOOD

ALCOVE

CORRIDOR

TISSUE

CULTURE

TISSUE

CULTURE

CORRIDOR

MECHANICAL

MICRO.

CONFERENCE

S1.0

S1.0

S1.1

7 1/4"

5'-1 3/4"

S2.0

S2.0

14A201

14A201

14A201

14A301

14A311

14A2013

ELEV. 3

EL-3

STAIR 1

S-2-1

MECHANICAL

SIGNALS

MAIN

ELECTRIC

EMERGENCY

ELECTRIC

OPEN

OFFICE

BSL 2 LAB

WALK IN

COOLER

BSL 2 STOR.

203A

14A332

14A301

14A301

14A311

EQUIP.

HAC

MEN

WOMEN

STORAGE

STORAGE

14A401

A

BB

B

B

B

B

B

B

B

B

S

203A

EXIT

CORRIDOR

STAIR 2

S-2-2

14A332

10.06 10.07

10.08

BLDG. 14

BLDG. 15

14A501

14A501

14A501

14A501

14A501

14A501

14A501

14A501

AIR

HANDLING

UNIT

(PHASE 1)

22.11

22.11

FD

FD

FD

C

FUTURE

ELEVATOR 1

FUTURE

ELEVATOR 2

14A322

A

14A112

S21

MECHANICAL

MICRO.

HOOD

ALCOVE

STORAGE

213A

CORRIDOR

LAB

TISSUE

CULTURE

TISSUE

CULTURE

CONFERENCE

CORRIDOR

FD

FD

FD

D

14A501

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

SECOND FLOOR PLANS

DIMENSION & NOTE

14A102

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 1/8" = 1'-0"1

SECOND FLOOR PLAN - DIMENSION

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls.

C. Install sheet metal blocking at all wall mounted equipment, accessories, casework and wall- mounted door stops.

D. For partition types refer to Drawing A001.

E. Verify all conditions in the field prior to fabrication, erection and construction.

F. Protect existing structure as required during all phases of construction.

The existing building will be occupied during Phase 3 construction.

Protect existing structure at all times, including maintaining tightness.

G. Coordinate access to all phases of construction, deliveries, and debris removal with the Project Engineer. See General Requirements.

H. Provide and maintain negative air pressure in construction area.

Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements.

I. See Sheet QF102 for description of all equipment. See Sheet IF102 for all furniture.

J. Provide corner protection at all outside corners per typical detail. In case of questions coordinate locations with Project Engineer.

K. All wall types are "S1.0" unless noted otherwise.

M. Existing construction is shown with gray infill pattern for clarity.

GENERAL NOTES

N Scale: 1/8" = 1'-0"2

SECOND FLOOR PLAN - NOTES

10.06 Recessed fire extinguisher cabinet. Bottom of cabinet to be 3'-0" A.F.F.

10.07 Wall mounted fire extinguisher.

10.08 Eye wash - safety shower. See Plumbing plans for

additional information.

22.11 Deionized water faucet. See Plumbing drawings.

NOTES

DN

BLDG. 15

CONNECTION TO BLDG.

15 FOURTH FLOOR

SIGNALS

CLOSET

ELEC.

STAIR 2

S-2-3

STAIR 1

S-1-3

S2.0S2.0

S2.0

S2.0

S2.0 S2.0S2.0

S2.0

ALIGN

ALIGN

S7.0-FS7.0-FS7.0-F

/8

/4

/8

S3.0

M1.2-F

S1.1

10'-4 1/4"

4 7/8"

11'-2 3/8"

4 7/8"

15'-7 7/8" 4'-3 7/8"

4 7/8"

9'-4"

4 7/8"

9'-7 5/8" 4 7/8"

2'-3" 12'-7 3/8"

1'-0 7/8"

9'-3"

1'-0 7/8"

10'-7"

4 7/8" V.I.F.

5'-0 1/8" 9 1/8" 18'-8" 9 1/8" 6'-0"

22'-4 5/8" 12'-0 1/8"

1'-11 5/8"

5 5/8" 12'-11 1/4"

5 5/8"

1'-10 3/8"

BLDG. 14

BLDG. 15

4TH FLOOR

S3.07 5/8" 36'-2 1/4"

11 7/8" 6 1/2"

11'-1 1/2" 4 7/8" 19'-11 1/8" 1'-1 5/8"

4 7/8"

11'-2 3/8"

5 5/8"

3'-10 1/2"

5 5/8"

11'-1 5/8" 10'-1 7/8"

4 7/8"

10'-2"

4 7/8"

10'-8 7/8"

7 5/8"

2'-7 1/2"

5 5/8"

20'-8 5/8" 7 5/8" 11'-8 7/8"

11 7/8"

6'-7 7/8"

4 7/8"

3'-3 1/8"

4 7/8"

21'-3 3/8"

O F

S L A

B

/8

E D

G E

/4

/8

/4 " 4

/8

/8

/8

/8

/8

/8 "7

/8

/8

/8

/8

/8

/8

/4

/2

/4 " 4

/8

/8

/8

/8

/8

/4

S2.0

S7.0-F

S7.0-F

E2.0

M1.2-F

S2.0

S7.0-FS7.0-FS7.0-F

S3.0

S1.1

S7.0-F

S7.0-F

FUTURE

ELEVATOR 1

FUTURE

ELEVATOR 2

LAB

HOOD

ALCOVE

TISSUE

CULTURE

AUTOCLAVE

GLASS

WASH

WALK IN

FREEZER

EQUIPMENT

308 ELEV. 3

EL-3

CORRIDOR

CORRIDOR

DARK

ROOM

BSL 2

HOOD

ALCOVE

MECHANICAL

MECHANICAL

CORRIDOR

WOMEN

MEN

CORRIDOR

/8

/2

25'-2 1/2" 4'-4" 24'-10 3/4" 14'-8 1/2" 27'-3 3/4" 45'-9"

/8

/4

18'-11 1/2" 3'-4" 22'-4"

/2

/8

/8

/4

/4

/8

/8

5'-6 1/4"

4 7/8"

3'-8"

5'-0 1/4"

4'-8" 6'-0" 4'-8" 5'-4" 7'-4" 14'-4" 2'-4" 2'-8" 10'-8" 5'-3 1/4"

S2.0S2.0

S3.0

S2.0S2.0

S3.0

M1.2

M1.2-F

S7.0-F

S7.0-F

M1.2

S3.0

S3.0

E2.0

M1.2-F

M1.2-F

M5.2-F

M1.2-F

S1.0

S1.0

S1.0

E2.0

E3.0

E3.0

S1.0

S1.0

E2.0

E2.0E2.0 M1.2-F

/8

/8

/8

/2

M1.2 3'-4" 6'-6 3/8" 6'-0" 22'-3" 3'-6" 7'-6 1/8" 3'-4" 5'-8" 6'-0" 2'-2"

/8

/8

/4

/4

/4

/8

/4

/8

/2

/8

/4

S4.0S4.0

S4.0S4.0

S1.0

S2.0 S1.0

S1.0 S1.0

S1.0

S1.0

S3.0

S3.0

EQUIPMENT

CORRIDOR

5.45

S7.0-F

S2.0S2.0S2.0

14A201

14A201

14A301

14A311

14A2013

SIGNALS

CLOSET

14A332

14A301

14A301

14A301

14A301

STAIR 1

S-1-3

STAIR 2

S-2-3

ELEC.

14A311

14A311

40 35

45 48

14A401

B

S

10.06

5.17

BLDG. 14

BLDG. 15

14A502

14A501

14A502

14A502

14A502

Opp

14A502

14A502

14A501

14A501

14A501

14A501

14A501

14A321

14A321

14A322

14A502

14A512

A1

FD

FD

FD

FUTURE

ELEVATOR 1

FUTURE

ELEVATOR 2

B

319A

318A

MECHANICAL

MECHANICAL

CORRIDOR

WOMEN

MEN

CORRIDOR

WALK IN

FREEZER

EQUIPMENT

AUTOCLAVE

GLASS

WASH

TISSUE

CULTURE

HOOD

ALCOVE

DARK

ROOM

BSL 2

HOOD

ALCOVE

MICROSCOPY

CORRIDOR

ELEV. 3

EL-3

LAB

S

14A113

S2

14A601

46 47

CORRIDOR

EQUIPMENT

CORRIDOR

44 43 44 4443 43

43 44 43 44

42 42

HAC

FD

10.06

14A104

FDFD

FD

7.63

7.63 7.64

14A501

B

B B CL1

C

L2

C

C

JOHN

A.

POE

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

THIRD FLOOR PLANS DIMENSION &

NOTE

14A103

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 1/8" = 1'-0"1

THIRD FLOOR PLAN - DIMENSION

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls.

C. Install sheet metal blocking at all wall mounted equipment, accessories, casework and wall- mounted door stops.

D. For partition types refer to Drawing A001.

E. Verify all conditions in the field prior to fabrication, erection and construction.

F. Protect existing structure as required during all phases of construction.

The existing building will be occupied during Phase 3 construction.

Protect existing structure at all times, including maintaining tightness.

G. Coordinate access to all phases of construction, deliveries, and debris removal with the Project Engineer. See General Requirements.

H. Provide and maintain negative air pressure in construction area.

Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements.

I. See Sheet QF102 for description of all equipment. See Sheet IF102 for all furniture.

J. Provide corner protection at all outside corners per typical detail. In case of questions coordinate locations with Project Engineer.

K. All wall types are "S1.0" unless noted otherwise.

M. Existing construction is shown with gray infill pattern for clarity.

N Scale: 1/8" = 1'-0"2

THIRD FLOOR PLAN - NOTES

5.17 2" building expansion joint cover. See Detail 1/14A311.

5.45 Roof access ladder.

7.63 Expansion joint: Interior wall to wall type.

7.64 Expansion joint: Interior floor to floor type.

10.06 Recessed fire extinguisher cabinet. Bottom of cabinet to be 3'-0" A.F.F.

GENERAL NOTES

GENERAL NOTES

14A301

14A311

MECHANICAL

14A332

14A301

14A301

14A301

14A301

14A501

BLDG. 14

BLDG. 15

E2.0-F

E2.0-F

E2.0-F

E2.0-F

14A104

L5

5.44

7.17

22.03

7.01

7.01

22.03

7.65

22.03

7.01

22.03

7.01

7.17

22.03

3.17

FUTURE

ELEVATOR 1

FUTURE

ELEVATOR 2

22.03

22.03 22.03

22.03 22.03

14A104

5'-0" 5'-0"

CL

8.25

7.02

7.02

7.02

7.02

7.02

7.02

7.02

5.09

5.24

4.29

7.04

14A301

14A301

14A332

7.027.02

7.12

E2.0-F

7.18

7.19

6.016.01

7.22

4.30

7.02

5.21

E3.0

E3.0

134' - 11"

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

ROOF PLAN

14A104

NSKR

12030.01

539-327

Cincinnati, Ohio

N Scale: 1/8" = 1'-0"1

ROOF PLAN

3.17 Infill slab depression with rigid insulation to align with top of concrete slab. See Structural Drawings for details.

4.29 Grout cores full.

4.30 Bond beam. See Structural Drawings.

5.09 Painted steel guardrail, 1-1/2" id. Grind joints smooth

and factory prime.

5.21 Steel angle. See Structural Drawings.

5.24 Steel guardrail mounted to 3/8" thick steel plate. Anchor steel plate to CMU parapet wall with (4) 1/2" dia.

expansion anchors. Height of guardrail to be 42" above walking surface. Field verify height.

5.44 Infill void between column and curtain wall with metal

stud framing. Cover exposed faces with sheathing.

Finish similar to detail 4/14A105.

6.01 Continuous fire retardant treated blocking as required.

Pressure-treated at all exterior locations.

7.01 Roof assembly: Ballasted EPDM membrane over 1/4"

per foot sloped tapered insulation. 3" minimum insulation thickness over concrete deck.

7.02 Roof assembly: Ballasted EDPM membrane over 1/4"

per foot tapered insulation over 3" metal deck. 3" minimum insulation thickness. Provide 1 hour rated sprayed-on fireproofing on interior side of exposed deck and structure. Assembly shall be installed to allow for future removal.

7.04 Extend membrane over top of parapet wall.

7.12 Metal panel closure trim by panel manufacturer. Color to match panel color.

7.17 Metal coping.

7.18 Prefinished aluminum fascia.

7.19 Prefinished aluminum gravel stop.

7.22 Prefinished 6" x 6" metal gutter.

7.50 Turn EPDM roofing membrane up and over top of

column on all sides. Adhear membrane on all vertical faces to insulation. Cap column with metal coping to match building coping system.

7.65 Expansion joint: Exterior roof to roof type.

8.25 4'-0" x 4'-0" premanufactured roof hatch.

22.03 Roof drain and overflow drain. See plumbing drawings.

Provide layered membrane in sump area per roofing manufacturer. No field splice in sump area.

23.01 Mechanical equipment. See Mechanical Drawings.

23.04 Duct penetration. See Mechanical Drawings.

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls.

C. Install sheet metal blocking at all wall mounted equipment, accessories, casework and wall- mounted door stops.

D. For partition types refer to Drawing A001.

E. Verify all conditions in the field prior to fabrication, erection and construction.

F. Protect existing structure as required during all phases of construction.

The existing building will be occupied during Phase 3 construction.

Protect existing structure at all times, including maintaining tightness.

G. Coordinate access to all phases of construction, deliveries, and debris removal with the Project Engineer. See General Requirements.

H. Provide and maintain negative air pressure in construction area.

Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements.

I. See Sheet QF102 for description of all equipment. See Sheet IF102 for all furniture.

J. Provide corner protection at all outside corners per typical detail. In case of questions coordinate locations with Project Engineer.

K. All wall types are "S1.0" unless noted otherwise.

M. Existing construction is shown with gray infill pattern for clarity.

GENERAL NOTES

NOTES

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

ROOF GUARDRAIL

N Scale: 1/8" = 1'-0"2

ELEVATOR SHAFT ROOF PLAN

Scale: 1 1/2" = 1'-0"4

GUTTER DETAIL

Scale: 3/4" = 1'-0"5

SECTION

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' fluorescent fixture

2' x 2' acoustical tile ceiling

Gypsum board / soffit -painted, moisture resistant on first floor.

Chain-hung light fixture

Access panel

Insulated metal panel 1' x 4' fluorescent fixture

Ceiling-hung light fixtureWindow shade

Surface-mounted strip light fixture

Exit sign, ceiling mounted with directional arrows and face as shown

Exit sign, wall mounted with directional arrows and face as shown

EL-3

S-2-1

203A

S-2-2

BLDG. 14

BLDG. 15

1.01

1.01

1.011.01

1.011.01

1.011.01

7.47

8' - 4"

10' - 0"

8' - 6"

10' - 0"

7.48 9' - 0"

8' - 10"

12.48

12.48

12.48

12.48

12.48 12.48

12.48

12.48

12.48

12.48

12.48

14A112

217 216

218 214

213A

ACT-2

ACT-2

ACT-1

ACT-2 ACT-2

ACT-2ACT-2

ACT-2

ACT-2

ACT-2

ACT-2

ACT-2

219EL-2

S-2-5

7' - 0"

7' - 0"

9' - 0"

8' - 10"

14A501

9' - 0"9' - 0"

9' - 0"

14A104

ACT-1

ACT-1

ACT-1

12.48

1'-11"4 7/8"5'-1 1/8"

125' - 0"

2'-2 1/8"1'-11"

1/2"

1'-0"

12.48

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

SECOND FLOOR REFLECTED

CEILING PLANS

14A112

NSKR

12030.01

539-327

Cincinnati, Ohio

A. All wood blocking shall be fire retardent treated.

B. Ceiling height to be 9'-0" AFF, unless noted otherwise.

C. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located in the center of the acoustical ceiling panels. Confirm and deviation from this with the Project Engineer.

D. For partition types refer to Drawing A001.

E. All gypsum board ceiling to be painted P-4. See Room Finish Schedule for additional information.

F. All acoustical ceilings to be AT-1 unless noted otherwise. See Room Finish Schedule for additional information.

GENERAL NOTES:

NOTES

N Scale: 1/8" = 1'-0"1

SECOND FLOOR REFLECTED CEILING PLAN

1.01 No ceiling this area.

7.47 Prefinished insulated metal panel ceiling by walk-in

cooler/freezer manufacturer.

7.48 Light fixture by walk-in cooler/freezer manufacturer. See Electrical Drawings for connection information.

12.48 Manual roller window shade band.

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

LAB 031 SECTION

S-1-3

S-2-3

EL-3

BLDG. 14

BLDG. 15

1.01

1.01

1.01

8' - 6"

10' - 0"

8' - 0"

(ABOVE LEVEL 3.5)

9.47

8' - 11"

8' - 5"

9' - 5 1/4"

10' - 8"

8' - 8" 8' - 9"

10' - 0"

10' - 0"

8' - 10"

EL-2

S-2-5

315 316

14A113

8.25

5.45

9' - 11" 9' - 11"

ACT-2

ACT-2

ACT-2

ACT-2

ACT-2

ACT-2

ACT-2

ACT-2

ACT-2

EXIST

8' - 11"ACT-2

ACT-2

ACT-2

1.01

1.01

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0" 9' - 0"9' - 0"

8' - 8"

22.22 22.22

8' - 0"

8' - 8"

ACT-1

ACT-1

7.63

12.07

12.48

12.4812.4812.48

12.48

12.48

9' - 0"

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' fluorescent fixture

2' x 2' acoustical tile ceiling

Gypsum board / soffit -painted, moisture resistant on first floor.

Chain-hung light fixture

Access panel

Insulated metal panel 1' x 4' fluorescent fixture

Ceiling-hung light fixtureWindow shade

Surface-mounted strip light fixture

Exit sign, ceiling mounted with directional arrows and face as shown

Exit sign, wall mounted with directional arrows and face as shown

1/2"

1'-0"

140' - 0"

5'-1 3/4"

4 7/8"

9 5/8"

/4

8" 2'-9 7/8"

14A113

12.47

9.08

9.06

9.06

142' - 0"

9.52

JOHN

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

THIRD FLOOR REFLECTED CEILING

PLANS

14A113 DesignerApprover

12030.01

539-327

Cincinnati, Ohio

A. All wood blocking shall be fire retardent treated.

B. Ceiling height to be 9'-0" AFF, unless noted otherwise.

C. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located in the center of the acoustical ceiling panels. Confirm and deviation from this with the Project Engineer.

D. For partition types refer to Drawing A001.

E. All gypsum board ceiling to be painted P-4. See Room Finish Schedule for additional information.

F. All acoustical ceilings to be AT-1 unless noted otherwise. See Room Finish Schedule for additional information.

GENERAL NOTES:

NOTES

1.01 No ceiling this area.

5.45 Roof access ladder.

7.63 Expansion joint: Interior wall to wall type.

8.25 4'-0" x 4'-0" premanufactured roof hatch.

9.06 5/8" type "x" gypsum board

9.08 Suspended acoustic ceiling tile/grid.

9.47 5/8" gypsum board and 3-5/8" metal stud header @ 8'-5" a.f.f.

9.52 Acoustical ceiling perimeter trim.

12.07 Motorized multi-band roller window shade.

12.47 Motorized roller window shade band.

12.48 Manual roller window shade band.

22.22 Safety shower. See Plumbing Drawings.N Scale: 1/8" = 1'-0"1

THIRD FLOOR REFLECTED CEILING PLAN

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

LAB 314 SECTION

Scale: 3" = 1'-0"3

DETAIL

DN

14A201

14A311

14A332

14A301

14A301

14A311

40 35

SIGNALS

CLOSET

STAIR 1

S-1-3

ELEC.

S

10.06

5.17

BLDG. 14

BLDG. 15

14A501

14A321

FD

314a

DARK

ROOM

MICROSCOPY

CORRIDOR

TISSUE

CULTURE

GLASS

WASH

AUTOCLAVE

WALK IN

FREEZER

BSL 2

CORRIDOR

ELEV. 3

EL-3

FUTURE

ELEV. 2

EL-2

CORRIDOR

LAB

HOOD

ALCOVE

b

C

C

46 47

14A332

B L D

G

CONNECTION TO BLDG.

15 FOURTH FLOOR

SIGNALS

CLOSET

ELEC.

STAIR 1

S-1-3

ALIGN

ALIGN

BLDG. 14

BLDG. 15

4TH FLOOR E2.0

ELEV. 3

EL-3

FUTURE

ELEV. 2

EL-2

LAB

DARK

ROOM

307TISSUE

CULTURE

MICROSCOPY

CORRIDOR

HOOD

ALCOVE

BSL 2

GLASS

WASH

WALK IN

FREEZER

AUTOCLAVE

CORRIDOR

CORRIDOR

1'-1 1/4" 11'-11 3/8"

4 7/8"

10'-2"

4 7/8"

10'-8 7/8"

7 5/8"

2'-7 1/2"

5 5/8"

10'-4 1/4"

4 7/8"

10'-0"

4 7/8"

15'-9 3/8"

4 7/8"

5'-0"

4 7/8"

9'-3 7/8"

4 7/8"

9'-7 5/8"

4 7/8"

10'-4 1/4" 4 7/8" 31'-7 1/8" 4 7/8" 31'-9 3/8"

20'-11 1/2" 1'-0 7/8" 9'-3"

1'-0 7/8"

10'-7"

4 7/8"

5'-0 1/8"

9 1/8"

18'-8"

9 1/8"

6'-0"

7'-8 1/2" 7 5/8" 12'-7 3/8" 4 7/8"

/4

/8

/8

/8

/8

/8

/8

/8

/2

/8

/4

/8

/4

/2

/4 " 4

/8

/2

/4

/8 "1

/8

/8

3'-9 7/8" 3'-4" 3'-9 7/8"

S1.0

S1.0

S1.0

S1.0

S1.0

S1.0 S4.0

M1.2

S3.0S3.0

M1.2

S1.0

S1.1

S2.0S1.0 S3.0S3.0S3.0

S1.1 S1.1 M1.2-FS3.0

S1.0

S1.1

M1.2-F

S3.0

S7.0-F

S7.0-F

M1.2

M1.2-F

E3.0

E3.0

E2.0

M1.2-F

S3.0

S2.0S2.0S3.0S3.0

S2.0

S3.0S3.0

S3.0S3.0

S3.0S3.0S3.0

S-1-3

EL-3

BLDG. 14

BLDG. 15

1.01

1.01

(ABOVE LEVEL 3.5)

8' - 0"

9' - 6"

10' - 8"

9' - 0"

8' - 9"

9' - 0"

9' - 0"

9' - 0"

10' - 0"

9' - 0"

10' - 0"9' - 0"

8' - 10"

EL-2

EXIST

9' - 0"

8' - 8"

8' - 8" 8' - 8"

9' - 0"

8' - 11"

9' - 11"9' - 11"

9' - 0"

9' - 0"

22.22 22.22

12.47

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' fluorescent fixture

2' x 2' acoustical tile ceiling

Gypsum board / soffit -painted, moisture resistant on first floor.

Chain-hung light fixture

Access panel

Insulated metal panel 1' x 4' fluorescent fixture

Ceiling-hung light fixtureWindow shade

Surface-mounted strip light fixture

Exit sign, ceiling mounted with directional arrows and face as shown

Exit sign, wall mounted with directional arrows and face as shown

14A311

14A332

14A301

14A301

E2.0-F

E2.0-F

E2.0-F

E2.0-F

L5

7.17

FUTURE

ELEVATOR 2

3.17

JOHN

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C H

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Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o 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

XX

JPA Project No.

Dwg. of

ANIMAL RESEARCH FACILITY -

BLDG. 14

PHASE 3

01/18/2019

BID ITEM 2

14A121 DesignerApprover

12030.01

539-327

Cincinnati, Ohio

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

THIRD FLOOR PLAN - NOTES - BID ITEM 2

Scale: 1/8" = 1'-0"2

THIRD FLOOR PLAN - DIMENSION - BID ITEM 2

Scale: 1/8" = 1'-0"3

THIRD FLOOR REFLECTED CEILING PLAN - BID ITEM 2

A. All wood blocking shall be fire retardent treated.

B. Ceiling height to be 9'-0" AFF, unless noted otherwise.

C. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located in the center of the acoustical ceiling panels. Confirm and deviation from this with the Project Engineer.

D. For partition types refer to Drawing A001.

E. All gypsum board ceiling to be painted P-4. See Room Finish Schedule for additional information.

F. All acoustical ceilings to be AT-1 unless noted otherwise. See Room Finish Schedule for additional information.

GENERAL NOTES:

NOTES

1.01 No…