36C25020B0028-003.pdf

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FIRE HOUSE NO. 17

131 26

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4100 WEST THIRD STREET

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Dayton, Ohio 45428

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE 700 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

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

1/A101

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XXXX

X

SIM

XX

SIGNAGE TAG TOILET ACCESSORY TAGXX

DAYTON VAMC PROJECT LOCATION

LOADING DOCK

CONTRACTOR PARKING &

STORAGE CONTAINER

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Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h 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 e rs in c h 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 c h e s o t th re e in c h e s o n e fo o t

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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

JPA Project No.

Department of Veterans Affairs Medical Center

ARCHITECTURE PLANNING INTERIOR DESIGN

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

JOHN POE ARCHITECTS

HEAPY ENGINEERING

MECHANICAL ELECTRICAL TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

Dwg. of

TERRACON CONSULTANTS

ENVIRONMENTAL ENGINEER

611 LUNKEN PARK DRIVE

CINCINNATI, OH 45226

513-321-5816 P

Renovate TCU-ICU Space Bldg. 330

03/09/2020

COVER SHEET

G001

MWTH

17005.00

552-18-102

Dayton Ohio

Renovate TCU-ICU Space Bldg. 330

4100 West Third Street Dayton, OH 45428 PROJECT #: 552-18-102

G001 COVER SHEET

G100 CODE DATA

G101 PHASING PLANS

S001 GENERAL NOTES

S100 FRAMING PLANS AND DETAILS

AD101 DEMOLITION PLANS

A101-D1 ENLARGED DIMENSION PLAN

A101-D2 ENLARGED DIMENSION PLAN

A101-D3 DIMENSION PLANS

A101-N NOTE PLANS

A121 REFLECTED CEILING PLAN

A401 ENLARGED PLANS & INTERIOR ELEVATIONS

A402 INTERIOR ELEVATIONS

A403 INTERIOR ELEVATIONS - CORRIDORS

A404 INTERIOR ELEVATIONS - CORRIDORS

A405 ENLARGED PLANS & INTERIOR ELEVATIONS - CONTROL

CENTERS

A406 ENLARGED PLANS & INTERIOR ELEVATIONS - DEDUCT

ALTERNATE

A501 MISCELLANEOUS DETAILS

A511 CASEWORK SECTIONS & DETAILS

A512 CASEWORK SECTIONS & DETAILS

A513 HEADWALL DETAILS

A601 WALL TYPES, DOOR SCHEDULE & DETAILS

AF101-F FLOOR FINISH PLAN

AF101-P WALL PROTECTION PLAN

AF101-W WALL FINISH PLAN

AF601 FINISH SCHEDULE

AF602 FINISH SCHEDULE - DEDUCT ALTERNATE

AS101 SIGNAGE PLAN

F901 FURNITURE AND EQUIPMENT PLAN

F902 FURNITURE AND EQUIPMENT PLANS AND SCHEDULE

FX001 LEGEND & GENERAL NOTES

FX103 PARTIAL THIRD FLOOR PLAN

P001 LEGEND & GENERAL NOTES

PD102 PARTIAL SECOND FLOOR PLAN - REMOVALS

PD103 PARTIAL THIRD FLOOR PLAN - REMOVALS

PP102 PARTIAL SECOND FLOO RPLAN - NEW WORK

PP103A PARTIAL THIRD FLOOR PLAN - SANITARY WASTE AND VENT &

STORM - NEW WORK

PP103B PARTIAL THIRD FLOOR PLAN - DOMESTIC WATER - NEW WORK

PP103C PARTIAL THIRD FLOOR PLAN - MEDICAL GAS - NEW WORK

P501 SCHEDULES AND DETAILS

P901 SANITARY WASTE AND VENT DIAGRAM

M001 LEGEND & GENERAL NOTES

MD102 PARTIAL SECOND FLOOR PLAN - REMOVALS

MD103 PARTIAL THIRD FLOOR PLAN - REMOVALS

MH102 PARTIAL SECOND FLOOR PLAN - NEW WORK

MH103 PARTIAL THIRD FLOOR PLAN - DUCTWORK

MH104 ROOF PLAN

MP103 PARTIAL THIRD FLOOR PLAN - PIPING

M300 SECTIONS

M501 DETAILS

M502 DETAILS

M503 DETAILS

M601 SCHEDULES & DIAGRAMS

M602 SCHEDULES & DIAGRAMS

M701 CONTROLS & AUTOMATION

M702 CONTROLS & AUTOMATION

E001 LEGEND & GENERAL NOTES

E002 PHASING NOTES AND DESCRIPTIONS

ED103 PARTIAL THIRD FLOOR PLAN - REMOVALS

ED104 EXISTING SIGNALS CLOSET - REMOVALS

EL103 PARTIAL THIRD FLOOR PLAN - LIGHTING

EP103 PARTIAL THIRD FLOOR PLAN - POWER

ET103 PARTIAL THIRD FLOOR PLAN - TECHNOLOGY

ET104 EXISTING SIGNALS CLOSET - NEW WORK

ET105 PARTIAL THIRD FLOOR PLAN - SIGNALS PATHWAYS - BASE BID

ET106 PARTIAL FLOOR PLANS - PATHWAYS

E401 ENLARGED PLANS

E403 DEDUCT ALTERNATE PLANS - LIGHTING AND POWER

E501 DETAILS - SIGNALS

E502 DETAILS - SECURITY SYSTEM

E601 ELECTRICAL SCHEDULES

E602 SINGLE LINE DIAGRAM - NORMAL

E603 SINGLE LINE DIAGRAM - EMERGENCY

E701 LIGHTING FIXTURE DESCRIPTIONS

E702 LIGHTING FIXTURE DESCRIPTIONS

GENERAL CONSTRUCTION NOTES

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

INTERNATIONAL BUILDING CODE, AND OTHER CODES AS IDENTIFIED ON THE

CODE DATA SHEET OR 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 VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

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(ES) 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.

DRAWING INDEXGRAPHIC SYMBOLS

N N.T.S.Scale:

VICINITY MAP

N N.T.S.Scale:

CAMPUS PLAN

Revision s

Date

7 100% For Bid 03.09.2020

0-HR Smoke Partition

1-HR Fire Barrier (NFPA 101-8.3)

2-HR Fire Barrier (NFPA 101-8.3)

Smoke Barrier/ 1- HR Fire (NFPA 101-8.5)

Smoke Barrier/ 2-HR Fire

Means of Egress

Existing Wall to Remain

New Wall

Fire Extinguisher

CODE LEGEND

SUITE 2

7488 SF

SUITE 1

6080 SF

NOTE:

SUITES ILLUSTRATED CONFORM TO STATE OF CONDITION

DRAWING PREPARED BY FP&C DATED 10/25/13

TOTAL TRAVEL DISTANCE = 198'-2"

(MAXIMUM = 200'-0")

TOTAL TRAVEL DISTANCE =

152'-3" (MAXIMUM = 200'-0")

COMMON PATH OF

TRAVEL = 26'-1"

(MAXIMUM = 100'-0")

LONGEST DEAD

END CORRIDOR =

25'-9" (MAXIMUM =

30'-0")

EXISTING, TO

REMAIN

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Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h 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 c h e s o t th re e in c h e s 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

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

CODE DATA

G100

DWTH

17005.00

552-18-102

Dayton Ohio

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

THIRD FLOOR CODE PLAN

Referenced Code: NFPA 101 Life Safety Code (2018 Edition)

Construction Type: Type I (332)

Use Group: Health Care Occupancy

Height: Partial 1 story renovation of an existing 9 story building (145'-10" existing overall building height)

Area: 13,173 SF

Occupant Load: 55 occupants

Protection: Fully suppressed

Chapter 6 Classification of Occupancy and Hazard of Contents

6.1.5 Health Care Occupancy.

6.2.2.3 Ordinary Hazard Contents.

Chapter 7 Means of Egress

7.2.1.4.3.1 Any door leaf in a means of egress leaves

more than one-half of the required width of the corridor.

7.3.1.2 Occupant Load Factor based on Inpatient

Treatment Department is 240 SF/person: 55 persons.

7.4 Number of means of Egress: 3.

7.5.1.2.1 Corridors to lead to means of egress without

passing through any intervening spaces other than corridors, lobbies or spaces permitted to be open to the corridor.

7.5.1.2.2 Corridors not required to be fire resistance

rated shall be permitted to open into open floor plan areas.

Chapter 8 Features of Fire Protection Table A.8.2.1.2 Fire Resistance Ratings for Type I (332)

Construction (per NFPA 220 Table 4.1.1)

- Columns: 3 hours

- Beams, Girders, Trusses: 3 hours

- Interior Nonbearing Walls: 0 hour

Table 8.3.3.2.2 Minimum Fire Rating for Opening Protectives in Fire Resistance Rated Assemblies

- 1 hour fire barrier requires 3/4 hour door with a vision panel no larger than 1296 sq. in.

- Smoke barriers require 1/3 hour door with a vision panel no larger than 1296 sq. in.

8.4.1 Smoke Partitions shall limit the transfer of smoke.

8.5.1 Smoke Barriers shall restrict the transfer of smoke

and have 1 hour fire resistance rating.

8.5.3 Fire Barriers that meet requirements of Section

8.5 shall be permitted to be used as a smoke barrier.

Chapter 9 Building Service and Fire Protection Equipment

9.6 Fire Detection, Alarm and Communications

Systems. Fire alarm system required per Section 19.3.4.1.

9.7 Automatic sprinkler system required by Section

19.4.2.1.

9.9 Portable fire extinguishers shall be installed, inspected, and maintained in accordance with

NFPA 10.

Chapter 10 Interior Finish, Content and Furnishings Table A.10.2.2 Interior Finish Classification Limitations for Health

Care (Existing) Exit Access Corridors: Class A or B.

Other Spaces: Class A or B.

10.2.8.1 Automatic Sprinklers permit use of Class B In lieu

of Class A and Class C In lieu of Class B.

Chapter 18 New Health Care Occupancies

18.1.1.1.4 The area of work is an existing hospital and

therefore falls under Chapter 18.

Table 18.1.6.1 Construction Type Limitations: Type I (332), sprinklered, no story limitations.

18.1.7 Occupant Load per Table 7.3.1.2.

18.2.3.4 Corridors in hospitals shall be not less than 8 feet in clear an unobstructed width.

18.2.5.2 Dead end corridors shall not exceed 30’.

18.2.5.3 Common path of travel shall not exceed 100’.

18.2.5.4 Every corridor shall have access to not less than

two approved exits without passing through any intervening spaces other than corridors or lobbies.

18.2.5.7.1.3 Hazardous areas within a suite shall be separated from the remainder of the suite IAW Section 18.3.2.1.

18.2.5.7.1.4 The subdivision of suites shall be by means of

noncombustible materials, and such partitions shall not be required to be fire rated.

18.2.5.7.2.3 (B) Sleeping suites shall not exceed 7,500 SF.

18.2.6.2.1 Travel distance from any point in a room to exit

shall not exceed 200’.

18.3.2.1.2 Boiler/Fuel fire equipment rooms, laundries larger than 100 SF, soiled linen rooms with volume exceeding 64 gal and storage rooms larger than 100 SF shall be protected by 1 hour fire barriers.

18.3.2.1.3 Storage rooms (clean supply and clean linen)

larger than 50 SF but not exceeding 100 SF shall be protected by smoke partitions.

18.3.2.4 Areas where medical gas is stored or administer

and the operation, testing and maintenance of medical gases shall be in accordance with NFPA 99.

18.3.4.1 Health care occupancies shall be provided with a

fire alarm system IAW Section 9.6.

18.3.5.1 Building containing health care occupancies shall

be protected throughout by approved, supervised automatic sprinkler systems IAW Section 9.7.

18.3.5.12 Portable fire extinguishers shall be provided IAW

Section 9.9.

18.3.6.2.2 No fire resistance rating is required for corridor walls.

18.3.6.2.3 Corridor walls shall form a barrier to limit the

transfer of smoke but are not required to be smoke barriers or smoke partitions.

18.3.6.3.1 Corridor doors shall be doors constructed to resist the passage of smoke.

18.3.7.3 Smoke barrier shall be constructed IAW Section

8.5 and shall have 1 hour fire resistive rating.

18.3.7.5.1 Not less than 30 net SF per patient in a hospital

shall be provided within the aggregate area of corridors, patient rooms and other low hazard areas on each side of the smoke barrier.

18.3.7.6 Doors in smoke barriers shall have 20 minute fire

resistive rating.

CODE DATA

Revision s

PHASING LEGEND

Temporary Construction Barrier and door.

Temporary door to have 45 min raiting.

Hardware to be lockable with a closer. Reuse existing door and hardware where possible.

Ensure all accessibility requirements are met.

Extend wall from floor to deck. See A601 for wall types. Wall type T1.0, typical.

Area of renovation.

Owner-Occupied Area. No work to be performed by Contractor this phase.

Owner-Occupied Area. No architectural work in current phase. PME work may be required.

See PME drawings for additional phasing requirements. Work to be performed by Contractor during off-hours (9pm - 5am).

Coordinate off-hour work with COR.

1.06

1.06

1.031.04 1.051.041.03

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Drawing Title

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Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h 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 c h e s o t th re e in c h e s o n e fo o t

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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

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

PHASING PLANS

G101

DWTH

17005.00

552-18-102

Dayton Ohio

A. Temporary partitions are suggested locations. Coordinate final location in field with C.O.R. Temporary partition locations are approximate and may need to be adjusted to meet project requirements.

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

C. Any work done on adjacent floors to be completed and cleaned by end of second shift.

D. Coordinate phase completion and start-up with requirements as set forth by the C.O.R. to maintain daily operations to near as normal as possible.

E. Coordinate location of job dumpster with the C.O.R. so as to disrupt daily operations as little as possible.

F. Coordinate access to all phases of construction, deliveries, and debris removal with the C.O.R.

G. Temporary door locations and sizes are as required by the General Contractor. Doors will interfere with daily operations as little as possible. Confirm all locations with the C.O.R. Maintain all emergency egress paths.

H. Existing HVAC, medical gases, sprinklers and water supply to be maintained throughout as required during each phase of construction.Coordinate phasing with Mechanical and Plumbing contractor. Support and protect all lines during each phase of construction. See MEPDrawings.

J. Provide and maintain negative air pressure at all construction.

Coordinate with HVAC contractor. See HVAC plans for duct locations.

K. Extend all temporary partitions to structural deck above.

L. Existing power to occupied areas must be maintained throughout as required during each phase of construction.Coordinate phasing with Electrical Contractor. Coordinate power turnover with requirements as dictated by the C.O.R. See Electrical Drawings.

M. Coordinate construction sequence with C.O.R. so that only one side (not less than 48") of any corridor in use is obstructed at any one time in order to maintain required egress.

N. Coordinate all work involving the generation of excessive noise so as to occur during normal operating hours, 0700 to 1500 daily.

Activities to occur during this time include, but are not limited to saw cutting, jack hammering, hammer drilling and core drilling. If there is any question as to whether an operation should occur during this time the Contractor will contact the C.O.R.

P Relocate lights and sprinkler heads as required at temporary partitions.

GENERAL PHASING NOTES

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

PHASING PLAN - PHASE I

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

PHASING PLAN - PHASE II

1.03 Contractor access.

1.04 Staff/patient access.

1.05 Maintain access to waiting room.

1.06 See mechanical and structural drawings for detailed information regarding relocation of supply ductwork in this area.

PLAN NOTES

Revision s

Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number on e-ei gh th in ch on e fo ot on e-qu ar te r in ch on e fo ot th re e-ei gh th s in ch on e fo ot on e-ha lf in ch on e fo ot th re e-qu ar te rs in ch on e fo ot on e in ch on e fo ot on e an d on e-ha lf in ch es on e fo ot th re e in ch es on e fo ot

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.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

GENERAL NOTES

S001

JBEF

17005.00 552-18-102

Dayton Ohio

GENERAL STRUCTURAL NOTES:

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. SPECIAL LOADS AND/OR DESIGN DATA:

HOIST SELF WEIGHT: PER LIFT MANUFACTURER

HOIST LIFT CAPACITY: PER LIFT MANUFACTURER

C. CONCRETE

1. CONCRETE STRENGTHS:

a. INTERIOR SLAB ON METAL DECK: 4000 PSI, LIGHTWEIGHT (117 PCF).

2. PLACE NO PERMANENT LOAD, SUCH AS MASONRY WALLS, ON SUPPORTED SLABS UNTIL CONCRETE

HAS REACHED SPECIFIED STRENGTH AND ALL SHORING HAS BEEN REMOVED.

3. CONCRETE CONSTRUCTION TOLERANCES ARE AS SHOWN IN THE PROJECT SPECIFICATIONS.

4. SLABS ON METAL DECKS ARE TO BE CAST TO A CONSTANT THICKNESS OVER BEAMS, WITH MINIMUM

THICKNESS AS SHOWN ON THE DRAWINGS. ALLOW FOR MINIMUM EXTRA 1/2” OF CONCRETE TO

ACCOUNT FOR METAL DECK DEFLECTION. PURLINS AND GIRDERS ARE UNSHORED DURING SLAB

PLACEMENT. AFTER PLACEMENT, FINISH SLABS TO REQUIRED TOLERANCES PER THE PROJECT

SPECIFICATIONS.

D. REINFORCING STEEL

1. ALL REINFORCING BARS: 60 KSI YIELD.

2. PROVIDE TENSION SPLICES UNLESS NOTED OTHERWISE.

3. PROVIDE MINIMUM CLEARANCES BETWEEN REINFORCING STEEL AND CONCRETE SURFACES AS

SHOWN. IF NOT SHOWN, PROVIDE CLEAR COVER PER ACI. PLACE ALL REINFORCING AS SHOWN AND

DETAILED, AND WITHIN ACI TOLERANCE.

E. 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. HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500, GRADE B

HSS SQUARE AND RECTANGULAR Fy 50 KSI).

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

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

4. ALL WELDING MATERIALS, WELDING PROCEDURES AND OPERATORS PERFORMING WELDING TO BE

QUALIFIED PER AWS D1.1.

5. PRIME PAINTING IS REQUIRED FOR ALL STEEL WHICH WILL BE VISIBLE IN THE COMPLETED BUILDING

AND IS NOT SCHEDULED TO RECEIVE FIRE PROOFING.

F. METAL DECK

1. ALL WORK SHALL CONFORM TO STEEL DECK INSTITUTE (SDI) STANDARDS AND THE PROJECT

SPECIFICATIONS.

2. DECK MANUFACTURER SHALL BE A CURRENT MEMBER OF SDI.

3. MATERIAL, G-60 MINIMUM GALVANIZED STEEL:

a. 2" DEEP, 18 GAGE MIN. THICKNESS, COMPOSITE METAL FLOOR DECK.

4. MINIMUM ATTACHMENT OF FLOOR DECK: FASTEN TO ALL SUPPORTS WITH NOT LESS THAN 5/8" DIA.

FUSION WELDS OR APPROVED FASTENERS SPACED 12" O.C..

G. FIREPROOFING

1. ALL LOAD BEARING METAL STRUCTURAL FRAMING REQUIRES SPRAY-ON FIREPROOFING. REFER TO

THE PROJECT SPECIFICATION FOR SPECIFIC REQUIREMENTS.

H. COORDINATION AND CONSTRUCTION

1. THE SPECIFICATIONS AND DRAWINGS COMPLEMENT EACH OTHER. BOTH SHALL BE THOROUGHLY

REVIEWED BEFORE PROCEEDING WITH ANY WORK. THE CONTRACTOR SHALL COMPLETE ALL WORK

REQUIRED AND NECESSARY FOR THE PROJECT IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS, DRAWINGS, AND REFERENCED STANDARDS.

2. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS AND NOTES ON THE STRUCTURAL DRAWINGS ARE

INTENDED TO APPLY TO SIMILAR SITUATIONS ELSEWHERE.

3. STRUCTURAL FRAMING PLANS ARE TYPICALLY DRAWN AS REFLECTED PLANS SHOWING BEAMS, WALLS, AND COLUMNS ON THE UNDERSIDE OF THE LEVEL SHOWN.

4. ALL FRAMING MEMBERS PROVIDED ARE FOR BIDDING PURPOSES ONLY. SUBMIT

MANUFACTURER'S DATA FOR THE PROPOSED EQUIPMENT TO STRUCTURAL ENGINEER FOR

VERIFICATION OR REDESIGN OF SUPPORTS PRIOR TO PREPARING SHOP DRAWINGS.

5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS, DIMENSIONS,

EMBEDDED ITEMS, SLEEVES, FLOOR PITCHES, DEPRESSIONS AND FILLS. OPENING SIZES WHEN SHOWN, ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER COORDINATION DRAWINGS AS APPLICABLE.

6. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUB CONTRACTORS SHALL BE REVIEWED BY THE

TRADE CONTRACTOR AND GENERAL CONTRACTOR OR CONSTRUCTION MANAGER PRIOR TO

SUBMITTING TO ARCHITECT/ENGINEER.

a. FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS WHICH AFFECT

FABRICATION AND SHOW ON SHOP DRAWINGS.

b. VERIFY AND SHOW EXACT SIZE AND LOCATION OF ALL FLOOR, WALL AND ROOF OPENINGS, SLAB EDGES, EMBEDDED ANCHORS AND OTHER ITEMS.

c. SHOW AND LOCATE ALL MECHANICAL SLEEVES, EMBEDS, DRAINS, ETC. ON COORDINATION

DRAWINGS. ITEMS NOT SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER ARE NOT

PERMITTED IN OR THROUGH THE STRUCTURE.

d. SUBMIT COMPLETE SHOP DRAWINGS WITH MANUFACTURERS’ DATA, ETC. SHOW ALL

CONNECTIONS AND DETAILS NECESSARY TO FULLY DESCRIBE AND PROPERLY INSTALL THE

WORK.

e. STRUCTURAL ENGINEER’S REVIEW SHALL BE FOR GENERAL ARRANGEMENT AND

CONFORMANCE WITH THE STRUCTURAL INTENT ONLY.

7. THE SPECIFICATIONS AND STRUCTURAL DRAWINGS TYPICALLY REFER TO THE FINISHED STRUCTURE.

UNLESS NOTED OTHERWISE, THEY DO NOT PRESCRIBE THE METHOD OF CONSTRUCTION.

8. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF

ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL

APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS.

9. THE ARCHITECT’S AND ENGINEER’S OBSERVATION AND REVIEW OF CONTRACTORS’ PERFORMANCE DOES NOT INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR

THE CONSTRUCTION SITE.

I. MECHANICAL AND OTHER ITEMS EMBEDDED IN OR SUPPORTED FROM STRUCTURE

1. ALL TRADE CONTRACTORS (MECHANICAL, SPECIALTY, ETC.) ARE TO DESIGN

THEIR SYSTEMS, INCLUDING ATTACHMENTS TO THE BUILDING’S STRUCTURE WITHIN THE FOLLOWING

LIMITATIONS.

a. LOADS ARE TO BE DISTRIBUTED TO THE STRUCTURE IN A MANNER THAT DOES NOT EXCEED THE

LOAD ALLOWANCES NOTED UNDER DESIGN LOADS. ANCHORS ARE TO HAVE AN ULTIMATE

SAFETY FACTOR OF AT LEAST 4.0.

b. LOADS SUPPORTED BY WIDE FLANGE BEAMS ARE TO BE APPLIED IN A MANNER WHICH DOES NOT

CAUSE TORSION ABOUT THE LONGITUDINAL AXIS OF THE BEAM.

2. THE SIZE AND LOCATION OF EQUIPMENT, MUST BE COORDINATED WITH SUPPORTING STRUCTURAL

STEEL AND/OR ANGLE FRAMES. TRADE CONTRACTOR(S), GENERAL CONTRACTOR AND

CONSTRUCTION MANAGER MUST ENSURE ACCURATE DIMENSIONAL INFORMATION IS PROVIDED TO

STEEL FABRICATOR PRIOR TO FABRICATION.

3. UNLESS OTHERWISE NOTED, DO NOT HANG OR OTHERWISE SUPPORT ANY ITEMS FROM METAL

DECKS. USE CONCRETE ANCHORS TO SUPPORT FROM CONCRETE SLABS CAST ON METAL DECK.

J. QUALITY CONTROL AND ASSURANCE

1. THE CONTRACTOR SHALL PERFORM QUALITY CONTROL, TESTING AND INSPECTION OF ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING REFERENCED CODES, SPECIFICATIONS AND

STANDARDS.

2. THE STRUCTURAL ENGINEER MAY GENERALLY OBSERVE THE PROGRESS OF THE WORK, BUT HIS

OBSERVATION SHALL NOT BE CONSTRUED AS INSPECTION.

Revision s

1 FOR BID 03.09.2020

CHANNEL PER PLAN.

EXISTING 5 1/4" LIGHTWEIGHT

CONCRETE AND STEEL DECK FLOOR

SYSTEM.

PROVIDE NON-SHRINK GROUT TIGHT TO

BOTTOM OF EXISTING METAL DECK.

EXISTING WF BEAM PER PLAN.

PL6"x4-1/2"x1/4" SHEAR TAB WITH

SHORT SLOTTED HOLES, WELDED

TO WEB OF EXISTING BEAM.

(2) 3/4" BOLTS AT 3" GAGE.

PROVIDE SELF TAPPING SCREWS AT 1'-0"

O.C. THROUGH EXISTING ROOF DECK.

1 1/2" MAX

C BEAMLC BEAML

UNISTRUT AND BEAM CLAMP BY LIFT

MANUFACTURER.

EXISTING WF BEAM.

EXISTING FIREPROOFING.

REMOVE AS REQUIRED AND

RESTORE AFTER

INSTALLATION OF UNISTRUT,

REFER TO SPECIFICATION.

UNISTRUT AND BEAM CLAMP BY LIFT

MANUFACTURER.

EXISTING WF BEAM.

EXISTING FIREPROOFING.

REMOVE AS REQUIRED AND

RESTORE AFTER

INSTALLATION OF UNISTRUT,

REFER TO SPECIFICATION.

ANGLE TOP AND BOTTOM BY

LIFT MANUFACTURER.

UNISTRUT COLUMN INSERTS

AND TRACK BY LIFT

MANUFACTURER.

T/SLAB

REFER TO ARCH

EXISTING WF BEAM PER PLAN.

(2) #3 BARS, BY 2'-0" LONG

EVENLY SPACED ACROSS SLAB,

BOTH ENDS OF OPENING. EPOXY DOWEL 6" INTO

EXISTING SLAB WITH HILTI

HIT-HY 200 EPOXY.

NEW 2", 18 GAUGE FLOOR DECK.

ATTACH TO EXISTING BEAMS WITH

5/8" DIA PUDDLE WELDS OR

APPROVED FASTENER SPACED AT

1'-0"OC.

CUT EXISTING SLAB BACK TO

CENTERLINE OF BEAM.

PROVIDE NEW LIGHTWEIGHT

CONCRETE SLAB OVER METAL DECK.

3'-9" ± C BEAML

EXISTING WF BEAM.

UNISTRUT AND BEAM

CLAMP BY LIFT

MANUFACTURER.

UNISTRUT PER HOIST

MANUFACTURERS DRAWINGS.

HANGER DESIGN BY LIFT

MANUFACTURER. CENTER

CONNECTION UNDER EXISTING BEAM.

EXISTING FIREPROOFING.

REMOVE AS REQUIRED AND

RESTORE AFTER INSTALLATION

OF UNISTRUT, REFER TO

SPECIFICATIONS.

NEW EXHAUST FAN OPENING.

REFER TO MECHANICAL ROOF

PLAN DRAWING FOR

LOCATIONS.

NEW C7x9.8 TO ATTACH TO AND SPAN

BETWEEN NEW CHANNELS. ALIGN

BACK OF CHANNEL WITH EDGE OF

OPENING. REFER TO SIMILAR DETAIL 1

ON S100 FOR CONNECTION

INFORMATION.

NEW C7x9.8 TO ATTACH TO AND SPAN

BETWEEN EXISTING WIDE FLANGE

BEAMS. ALIGN BACK OF CHANNEL WITH

EDGE OF OPENING. REFER TO SIMILAR

DETAIL 1 ON S100 FOR CONNECTION

INFORMATION

EXISTING COMPOSITE

WIDE FLANGE BEAM.

EXISTING COMPOSITE

WIDE FLANGE BEAM.

EXISTING 5 1/4" CONCRETE AND

STEEL ROOF DECK SYSTEM

VA

RI

ES

9'-

0"

TO

9'-

4"

2'- 1"

2'-3"±

A B

2.1

4.2

3.1

F

EDC

5.3

4.65

5.2

E9

E8

EX W24x94 EX W24x68

1.2

E1

1.5

2.2

3.2

4.1

3.05

4.6

EX W24x68 EX W24x68 EX W24x68

EX

W x6

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX W21x44

EX W21x111 EX W21x62 EX W21x62 EX W21x62

EX

W x5

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x5

EX

W x4

EX

W x3

EX

W x5

5 EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x2

EX

W x5

EX

W x2

EX B2

EX

B1

EX

W x5

EX

W x2

EX

W x2

EX

W x2

EX

W x1

EX

W

8x

EX

W

8x

EX

W

8x

EX

W

8x

EX

W

8x

18 EX

W 8x

EX

W x5

0EX W16x26EX W21x57

EX W21x101

EX W21x101

EX W24x94 EX W24x94

EX W21x50 EX W21x50 EX W21x50

EX W21x73 EX W21x68 EX W21x68

EX W21x50

EX W18x35

EX

W x3

EX

W x2

EX

W x2

EX

W x2

EX

W x5

EX W16x26

EX

B2

EX

B2

EX

B2

EX

B2

EX

B2

EX B1

EX W21x68

EX

B1

TYP

TYP

TYP

TYP

6 6

6 6 6 6

9'-0" ± 9'-0" ± 9'-0" ± 9'-0" ± 9'-4" ± 9'-4" ± 9'-4" ± 9'-4" ± 9'-4" ± 9'-4" ± 9'-4" ± 9'-4" ± 9'-4" ± 6'-8" ± 6'-8" ± 7'-3 1/2" ± 3'-4 1/2" ±

2'- 0"

'-1

'-1

1"

'-0

'-0

'-0

A B

2.1

9'-0" ± 9'-0" ± 3'-9" ± 9'-0" ±

EX W24x117

EX

W x7

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX

W x4

EX W21x111

EX W8x18

EX W8x18

WITH ARCH

4'-5 1/2"±

VERIFY

W

ITH

AR

CH

4'- 8"

VE

RI

FY

C7x9.8

C7 x9

.8

4'-

/4"

3 4 5

Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number on e-ei gh th in ch on e fo ot on e-qu ar te r in ch on e fo ot th re e-ei gh th s in ch on e fo ot on e-ha lf in ch on e fo ot th re e-qu ar te rs in ch on e fo ot on e in ch on e fo ot on e an d on e-ha lf in ch es on e fo ot th re e in ch es on e fo ot

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.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

FRAMING PLANS AND DETAILS

S100

JBEF

17005.00 552-18-102

Dayton Ohio

1/8" = 1'-0"S100

B LEVEL 4 FRAMING PLAN

1/8" = 1'-0"S100

A LEVEL 3 PARTIAL FRAMING PLAN

DRAWING NOTES:

1. NEW C7x9.8 TO ATTACH TO AND SPAN BETWEEN EXISTING WIDE FLANGE BEAMS. REFER

TO DETAIL 1 THIS DRAWING FOR CONNECTION INFORMATION.

2. NEW C7x9.8 TO ATTACH TO AND SPAN BETWEEN EXISTING WIDE FLANGE BEAM AND NEW

CHANNEL. REFER TO SIMILARDETAIL 1 THIS DRAWING FOR CONNECTION INFORMATION.

3. NEW FLOOR PENETRATION PER ARCHITECTURAL DEMOLITION DRAWINGS.

4. PROVIDE NEW 2" STEEL FLOOR DECK TO COVER EXISTING FLOOR PENETRATION. REFER

TO DETAIL 2, THIS DRAWING.

5. PROVIDE NEW LIGHTWEIGHT CONCRETE SLAB OVER METAL DECK. FINISHED ELEVATION

OF SLAB IS TO MATCH EXISTING.

6. HSS6x3x1//4 GRAB BAR SUPPORT STEEL. REFER TO ARCHITECT DETAILS 1 AND 2 ON A501.

7. C7x9.8 MECHANICAL PENETRATION SUPPORT CHANNELS. REFER TO TYPICAL PLANDETAIL

6, THIS DRAWING. COORDINATE FINAL LOCATION WITH MECHANICAL DRAWINGS.

1 1/2" = 1'-0"S100

1 SECTION

3" = 1'-0"S100

3 DETAIL

UNISTRUT AT BEAMS OF SAME DEPTH

3" = 1'-0"S100

4 DETAIL

UNISTRUT AT BEAMS OF DIFFERENT DEPTHS

1 1/2" = 1'-0"S100

2 SECTION

3" = 1'-0"S100

5 DETAIL

HANGER DIRECTLY BELOW EXISTING BEAM

NOTE: ALL STRUCTURAL COMPONENTS REQUIRED TO SUPPORT PATIENT LIFTS ARE TO BE PROVIDED BY AND DESIGNED BY LIFT MANUFACTURER. STUCTURAL COMPONENTS AND UNISTRUT ARE TO BE SHOWN ON HVAC COORDINATION DRAWINGS. ALL UNISTRUT IS TO BE PROVIDED ABOVE BOTTOM OF

EXISTING STEEL BEAMS, PER REFERENCE DETAILS 3, 4, AND 5, THIS DRAWING.

3/8" = 1'-0"S100

6 PLAN DETAIL

Revision s

1 FOR BID 03.09.2020

F

1.2

EDCBA B3 B6 C5 E1

1.5

2.2

3.2

4.1

5.3

4.2

3.1

2.1

D2C6

5.2

E9E8

3.05

4.6

AREA OF DEDUCT ALTERNATE

AD101

2.01 2.02

7'-2 3/8"

2.03

2.01 2.03

2.04

2.06

2.03

2.09

2.11

2.05

2.03 2.09

2.03

2.01

2.04

2.06

2.06

2.04

2.06

2.03

2.02

2.06

2.04

2.02

2.04

2.06

2.03

2.04

2.06

/2

2.04 2.17

2.04

2.06

2.04

2.06

2.12

2.03

2.02

2.06

2.04

2.02

2.03

2.06

2.04

2.03

2.04

2.06

2.02

2.06

2.05

2.02 2.03

2.09 2.03

2.03

2.01

2.01

2.04

2.06

2.03

2.09

2.01

2.03

2.01 2.01

2.03

2.09

2.03

2.01

2.01

2.03

2.09

2.03

2.01

2.01

2.03

2.09

2.03

2.14 2.01

2.03

2.06

2.03

2.09

2.04

2.03

2.09

2.01

2.01

2.01 2.03

2.04

2.06

2.01

2.01 2.03

2.03

2.09

2.04

2.06

2.03

2.09

2.03

2.01

2.03

2.09 2.03

2.03

2.04

2.06

2.04

2.06

2.18

2.16

2.16

2.18

2.18

2.06

2.06

2.16

2.06

2.15

2.06

2.04

2.19

2.03

2.04

2.06 2.04

2.06 2.04

2.06

2.04

2.06

2.03

2.09

2.03

2.04

2.06

2.01

2.03 2.01

2.09

2.03

2.01

2.04

2.06

2.03 2.012.01

2.09

2.03

2.04

2.06

2.03 2.03

2.03 2.04

2.06

2.09

2.03

2.04

2.06

2.03

2.01 2.01 2.03

2.03

2.09 2.09

2.03

2.01

2.01

2.04

2.06 2.06

2.04

2.01

2.03

2.09

2.03

2.01 2.04

2.06

2.06

2.04

2.09

2.03

2.03

2.01

2.01

2.03

2.01

2.03

2.09

2.01 2.04

2.06 2.04

2.06

2.03

2.03

2.09

2.01

2.01

2.09

2.03

2.04

2.06

2.08

2.03

6"

2.08

/4

2.06

2.11

2.14

2.04

2.06

2.12

2.05

2.03

2.03

2.02

2.02

2.08

2.04

2.06

2.04

2.06

2.04

2.06

2.04

2.06

2.12

2.04

2.06

2.06

2.16

2.08

2.04

2.06

2.04

2.06

2.06

2.22

2.08

2.04

2.06

2.04

2.06

2.04

2.06

2.09 2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.202.20

2.202.20 2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.19

2.19

2.21

2.21

2.212.04

2.06

2.12

2.04

2.06

2.12

2.04

2.06

2.12

2.23

2.24

2.07

2.07

2.07

2.07

2.07

2.07

2.07

2.07

2.07

2.07

2.01

2.06

2.04

2.03

2.03

2.14

2.14

2.25

2.21

2.18

2.07

2.07

2.07

2.07

2.04

2.06

2.04

2.06

2.04

2.06

2.06

2.04

2.04

2.06

2.12

2.29

Typ.

2.29

Typ.

2.29 Typ.

2.29 Typ.

2.29 Typ.

2.29

Typ.

2.29

Typ.

2.29 Typ.

2.29 Typ.

2.30

CONSULTATION

ROOM

3B102

OFFICE

3B103

LOUNGE

3B104

LOCKER

ROOM

3B104A

BED ROOM

- SICU

3B105

UTILITY

ROOM,

SOILED

3B106

STORAGE,

STRETCHER/

WHEELCHAIR

3B107

BED ROOM

- SICU

3B108

UTILITY

ROOM,

CLEAN

3B109

BED ROOM

- SICU

3B110

COMM

CLOSET

3B111

BED ROOM

- SICU

3B112

BED ROOM

- SICU

3B113

OFFICE

3B114

KITCHEN,

NOURISHMENT

3B115

MEDICATION

PREP.

3B116

OFFICE,

PHYSICIAN

3B117

OFFICE

3B118

UTILITY

ROOM,

SOILED

3B119

OFFICE

3B120

BED ROOM

- SICU

3B121

BED ROOM

- SICU

3B122

BED ROOM

- SICU

3B123

BED ROOM

- SICU

3B124

BED ROOM

- SICU

3B125

TOILET,

FEMALE

3B126

BED ROOM

- ISOLATION

3B127

TOILET,

MALE

3B128

ANTE

ROOM

3B129

STORAGE

3B129A

BED ROOM

- SICU

3B131

ANTE

ROOM

3B132

ANTE

ROOM

3B133

BED ROOM

- SICU

3B134

BED ROOM

- MICU

3B135

ANTE

ROOM

3B136

BED ROOM

- MICU

3B137

BED ROOM

- MICU

3B138

TOILET,

CONGREGATE

3B139

BED ROOM

- MICU

3B140

BED ROOM

- CCU

3B141

BED ROOM

- MICU

3B142

BED ROOM

- MICU

3B143

UTILITY

ROOM,

CLEAN

3B130

ELECTRICAL

CLOSET

3B144

BREAK

ROOM

3B145

KITCHEN,

MISC

3B146

STORAGE,

GENERAL

3B147

HOUSEKEEPING

AID CLOSET

3B148

OFFICE

3B149

OFFICE

3B150

KITCHEN,

NOURISHMENT

3B151

LINEN

ROOM,

SOILED

3B152

TOILET,

CONGREGATE

3B153

MEDICATION

PREP.

3B154

UTILITY

ROOM,

CLEAN

3B155

UTILITY

ROOM,

SOILED

3B156

BED ROOM

- MICU

3B157

BED ROOM

- MICU

3B158

BED ROOM

- MICU

3B159

BED ROOM

- MICU

3B160

BEDROOM -

RESIDENT

ON-CALL

3B161

CORRIDOR

C3-13

CORRIDOR

C3-12

CORRIDOR

C3-14

CORRIDOR

C3-18

CORRIDOR

C3-19

CONTROL

CENTER

C3-15

CORRIDOR

C3-17

CORRIDOR

C3-22

CORRIDOR

C3-23

CORRIDOR

C3-26

CORRIDOR

C3-24

CONTROL

CENTER

C3-25

CORRIDOR

C3-20

CORRIDOR

3C-27

Corridor

3C-9

PLAN AREA

DCB

4.2

3.1

2.1

2.17

2.19

2.19

2.04

2.06

2.08

2.16

2.03

2.06

2.18

2.06

2.18

2.07

2.04

2.06

2.06

2.16

2.04

2.06

2.04

2.06 2.07

2.07

2.07

2.07

2.07

2.07

2.04

2.06

2.07

2.07

2.06

2.08

2.22 2.07

2.07

2.07

2.07

2.04

2.06

2.04

2.06

2.03

2.04

2.06

2.04

2.06

2.04

2.06

2.06

2.18

2.07

2.07

2.07

2.07

2.04

2.06

2.04

2.06

2.04

2.06

2.07

2.07

2.07

2.04

2.06

2.04

2.06

2.07

2.07

2.21

2.04

2.06

2.07 2.04

2.15

2.06

2.16

2.06

2.16

2.07

2.04

2.12

2.16

2.03 2.03

2.24

2.11

2.14

2.14

2.11

2.14

2.14

2.02

UTILITY

ROOM,

SOILED

3B106

STORAGE,

STRETCHER/

WHEELCHAIR

3B107

UTILITY

ROOM,

CLEAN

3B109

COMM

CLOSET

3B111

OFFICE

3B114

KITCHEN,

NOURISHMENT

3B115

MEDICATION

PREP.

3B116

OFFICE,

PHYSICIAN

3B117

OFFICE

3B118

UTILITY

ROOM,

SOILED

3B119

TOILET,

FEMALE

3B126

TOILET,

MALE

3B128

STORAGE

3B129A

TOILET,

CONGREGATE

3B139

UTILITY

ROOM,

CLEAN

3B130

ELECTRICAL

CLOSET

3B144

BREAK

ROOM

3B145

KITCHEN,

MISC

3B146

STORAGE,

GENERAL

3B147

HOUSEKEEPING

AID CLOSET

3B148

OFFICE

3B149

OFFICE

3B150

KITCHEN,

NOURISHMENT

3B151

LINEN

ROOM,

SOILED

3B152

TOILET,

CONGREGATE

3B153

MEDICATION

PREP.

3B154

UTILITY

ROOM,

CLEAN

3B155

CORRIDOR

C3-13

CONTROL

CENTER

C3-15

CORRIDOR

C3-17

CORRIDOR

C3-22

CORRIDOR

C3-23

CORRIDOR

C3-24

CONTROL

CENTER

C3-25

Means of Egress

Wall to be Demolished

Existing Wall to Remain

Door and Frame to be Demolished.

Reuse as temporary doors where possible

DCB

4.2

3.1

2.1

2.04

2.15 2.17

2.04

2.06

2.032.04

2.06

2.19

2.19

2.02 2.24

2.11

2.14

2.14

2.11

2.14

2.14

UTILITY

ROOM,

SOILED

3B106

STORAGE,

STRETCHER/

WHEELCHAIR

3B107

UTILITY

ROOM,

CLEAN

3B109

COMM

CLOSET

3B111

OFFICE

3B114

KITCHEN,

NOURISHMENT

3B115

MEDICATION

PREP.

3B116

OFFICE,

PHYSICIAN

3B117

OFFICE

3B118

UTILITY

ROOM,

SOILED

3B119

TOILET,

FEMALE

3B126

TOILET,

MALE

3B128

STORAGE

3B129A

TOILET,

CONGREGATE

3B139

UTILITY

ROOM,

CLEAN

3B130

ELECTRICAL

CLOSET

3B144

BREAK

ROOM

3B145

KITCHEN,

MISC

3B146

STORAGE,

GENERAL

3B147

HOUSEKEEPING

AID CLOSET

3B148

OFFICE

3B149

OFFICE

3B150

KITCHEN,

NOURISHMENT

3B151

LINEN

ROOM,

SOILED

3B152

TOILET,

CONGREGATE

3B153

MEDICATION

PREP.

3B154

UTILITY

ROOM,

CLEAN

3B155

UTILITY

ROOM,

SOILED

3B156

CORRIDOR

C3-13

CORRIDOR

C3-14

CONTROL

CENTER

C3-15

CORRIDOR

C3-17

CORRIDOR

C3-22

CORRIDOR

C3-23

CORRIDOR

C3-24

CONTROL

CENTER

C3-25

JOHN

A.

POE

IO

HO

FOET

A T

S

R E G

IS

E T

R

ED RA

C H

TI

E C T

Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h 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 c h e s o t th re e in c h e s 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

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

DEMOLITION PLANS

AD101

DWTH

17005.00

552-18-102

Dayton Ohio

GENERAL DEMOLITION NOTES

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to Owner. Box hardware before giving to Owner.

C. Remove wall-hung toilet room accessories and medical equipment as required and turn over to Owner.

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

E. 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 changes to these systems with the

COR.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.

H. Remove existing corner guards in areas to be remodeled.

J. Protect existing fireproofing on all structural steel members and repair as needed.

PLAN NOTES

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

DEMOLITION PLAN - BASE BID

N N.T.S.Scale:

KEY PLAN

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

DEMOLITION PLAN - DEDUCT ALTERNATE #1

2.01 Remove existing window.

2.02 Remove existing base cabinets, wall cabinets and countertop.

2.03 Remove existing plumbing fixtures and all associated

accessories. See Plumbing Drawings.

2.04 Remove existing VCT flooring and rubber base. Prepare

subfloor for new scheduled finish this area.

2.05 Remove existing portion of wall as required for new opening.

See New Work Plan and Door Schedule.

2.06 Remove existing acoustic ceiling tile, grid, lights and all ceiling mounted accessories this area.

2.07 Remove existing door leaf. Frame to remain.

2.08 Remove ceramic wall tile and associated gypsum board.

2.09 Remove existing utility column, associated framing, and

associated utilities. See PME drawings.

2.11 Remove existing nurse station casework.

2.12 Remove all existing wall mounted equipment, accessories, corner guards, handrails, bumper guards, etc.

2.14 Remove existing gypsum board soffit and support framing.

2.15 Remove existing gypsum board ceiling.

2.16 Remove existing ceramic floor, base, and setting material.

Prepare subfloor for new scheduled finish.

2.17 Remove existing lockers.

2.18 Remove existing carpet flooring and rubber base. Prepare subfloor for new scheduled finish and base this area.

2.19 Remove existing cross corridor door and wall.

2.20 Remove existing patient lifts and supports.

2.21 Mechanical chase, to remain.

2.22 Remove porcelain floor tile and base

2.23 Gas valve box locations to remain.

2.24 Existing pneumatic tube system to be relocated as shown on new plans. System shall be non-operational for no more than 10 days.

2.25 Existing floor penetration to be infilled per new work. See structural drawings.

2.29 Remove existing window sill.

2.30 Remove existing fire extinguisher cabinet. Patch wall as required.

DEMOLITION LEGEND

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

DEMOLITION PLAN - DEDUCT ALTERNATE #2

Revision s

Date

6 95% Owner Review Resubmittal 11.09.2018

5 95% Owner Review Resubmittal 09.28.2018

4 95% Owner Review Resubmittal 08.20.2018

3 95% Owner Review 06.15.2018

2 Design Development 04.30.2018

1 Schematic Design 02.23.2018

1.2

EDCBA

1.5

2.2

3.2

3.1

2.1

E8

3.05

9 1/2"

10' - 9 5/8"

1' - 9 5/8"

/8

/4

/8

RESTROOM

3B123a

S2.0S2.0

RESTROOM

3B124a

ANTE

ROOM

3B123b

BED ROOM

3B125

CORRIDOR

C3-19

TOILET,

FEMALE

3B126

TOILET,

MALE

3B128

CORRIDOR

C3-17

CONTROL

CENTER

C3-15

MED ROOM

3B119

ELECTRICAL

CLOSET

3B144

BED ROOM,

INFECTION

CONTROL

3B124

STORAGE

3B164

STORAGE

3B145

RESTROOM

3B125a

RESTROOM

3B135a

BED ROOM,

BARIATRIC

3B135

BED ROOM,

INFECTION

CONTROL

3B137

RESTROOM

3B137a

RESTROOM

3B138a

A N

T E

R O

O M

B b

A N

T E

R O

O M

B b

BARIATRIC,

INFECTION

CONTROL

3B138

BED ROOM

3B140

UTILITY

ROOM,

CLEAN

3B130

CLEAN

LINEN

3B139

SOILED

UTILITY

3B152

NOURISHMENT

3B153

CORRIDOR

C3-20

RESTROOM

3B140a

RESTROOM

3B142a

ALCOVE

TRAY

STORAGE

3B141a

BED ROOM

3B142

CONTROL

CENTER

C3-25

BED ROOM

3B160

ALCOVE,

WHEELCHAIR

3B171

R E

S T

R O

O M

B a

RESTROOM

3B159a

BED ROOM

3B159

CORRIDOR

C3-26

MED ROOM

3B154

NURSE

WORKROOM

3B151

STORAGE

3B149

OFFICE

3B150

STORAGE

3B148

HAC

3B155

STORAGE

3B168

OFFICE

3B147

BREAK

ROOM

3B146

OFFICE

3B117

NURSE

WORKROOM

3B114

S .0

S1.1

S1.1

S .0

S1.1-N

S1.1-N

S1.1

S .1

S1.1

S1.1

S1.1

S2.0

S2.0S2.0

S2.0

S2.0

S2.0S2.0

S1.1

S2.0

S1.0-F

S1.1

S1.1

S2.0

S2.0

S1.1 S2.0

S2.0

S2.0

S1.0-F S1.0-F

S1.0-F

4' - 5 1/2"

4 1/4"

6' - 7 3/8" 4 7/8"

7 7/8"

4 1/4" 5' - 3 3/8"4

/4

/4

/8

/4

/4

S1.0-F

/8

/4

/4

/8

/8

/8

120°

13' - 6 7/8" 1' - 0 1/8" 2' - 0"

120°

3' - 0 1/8" 13' - 7 3/8"

3' - 11 3/8" 3' - 11 1/8" 4' - 4 7/8"

4 7/8"

4' - 4 7/8" 3' - 11 1/2" 3' - 11 1/2" 8' - 0 1/2" 1' - 11 1/4" 8' - 0 1/2"

5' - 4 1/8"

4 1/4"

11"

4 1/4"

120° 120° 120°

1' - 9 5/8" 4' - 5 3/4" 3' - 4 1/2" 4 7/8" 3' - 10"

ALIGN

/8

/8

/8

/4

/8

/4

0°

/2

/4

/4

/2

/4

A L

IG

N

ALIGN

14' - 4 3/4"

4 7/8"

6' - 2"

4 7/8"

2' - 6 1/2" 4' - 5 1/8" 2' - 6 1/2"

4 7/8"

S1.0-F

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN1

/2

/8

/2

/8

/8

/8

/4

/8

/8

/2

/4

/8

7' - 5 3/8" 3' - 11 3/4"

1' - 9 5/8"

4' - 8 3/8" 3' - 11 1/8" 3' - 6" 8' - 0 1/2" 1' - 11 1/4" 8' - 0 1/2" 7' - 9 3/8"

4 7/8"

2' - 10 5/8"

4 7/8"

4' - 4 1/8"

4 7/8"

7' - 9" 8' - 0 1/2" 11 5/8"

/2

/4

/2

2' - 2 1/2"

ALIGN S2.0

ALIG

N

S2.0S2.0

/2

S2.0

1' - 9 5/8" 12' - 1 1/8"

/8

/8

S2.0S2.0

2' - 6" 6 1/8" 13' - 5 3/8"

/2

/8

/4

/8

/4

/4

5' - 3 3/8"

1' - 7 1/2"

/4

13' - 5 3/4" 10 3/4" 2' - 2"

M

IN

/8

/8

/8

/4

/8

/2

5' - 5 1/4"

4 1/4"

11"

4 1/4"

1' - 7 1/2"

S2.0S2.0

4 7/8"

3' - 0 1/8" 13' - 1 1/2"

/2

/8

/4

/8

/8

/8

6'

9'

/8 " 1'

/8

4' - 7 7/8" +/-

/4

/8

8' - 0" MIN.

135°

/8

/4

/8

/8

/8

/8

ALIGN

/8

S2.0S2.0

S2.0

/2

/8

"4

/8

ALIGN

ALIGN

2' - 8 7/8"

/2

" 10' - 0 5/8"

13' - 4 3/4"

4'

/8

3'

0"

4"

6'

1/

4"

3'

0"

1/ 2"

2' - 0 5/8"

ALIGN

ALIGN

ALIGN ALIGN ALIGN

45°

6' - 4 7/8"

ALIGN

BEDROOM -

RESIDENT

ON-CALL

3B161

S2.0S2.0

9"

3' - 6"

CORRIDOR

3C-27

S1.0-F

S1.0-F

S1.0-F

S1.0-F

S1.0-F

S1.0-F

S1.0-F

E1.0

E1.0

E1.0

S1.0-N

AREA A

JOHN

A.

POE

IO

HO

FOET

A T

S

R E G

IS

E T

R

ED RA

C H

TI

E C T

Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h 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 c h e s o t th re e in c h e s 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

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

ENLARGED DIMENSION PLAN

A101-D1

DWTH

17005.00

552-18-102

Dayton Ohio

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

ENLARGED DIMENSION PLAN A GENERAL NOTES

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. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

E. See enlarged plans for additional notes.

F. See code plan for existing rated construction. Firestop all new penetrations to maintain integrity of existing rated construction.

Additionally, firestop up to a maximum of 100 penetrations and/or 100 SF of existing, unfirestopped penetrations through existing rated construction.

N.T.S.Scale:

Key Plan

Revision s

FEDCBA B3 B6 C5 E1

3.2

4.1

4.7

5.3

4.2

3.1

D2C6

3.05

4.6

OFFICE

3B120

CORRIDOR

C3-18

BED ROOM

3B121

RESTROOM

3B121a

ALCOVE,

WHEELCHAIR

3B165

RESTROOM

3B122a

BED ROOM

3B122

ALCOVE

CRASH

CART

3B166

RESTROOM

3B110a

NOURISHMENT

3B115

BED ROOM,

INFECTION

CONTROL

3B123

CORRIDOR

C3-19

CONTROL

CENTER

C3-15

NURSE

WORKROOM

3B114

CLEAN

LINEN

3B116

COMM

CLOSET

3B111

OFFICE

3B117

BREAK

ROOM

3B146

OFFICE

3B147

CORRIDOR

C3-23

STORAGE

3B168

HAC

3B155

STORAGE

3B106

BED ROOM,

BARIATRIC

3B110

BED ROOM

3B108

RESTROOM

3B108a

ALCOVE

WHEELCHAIR

3B112

BED ROOM

3B105

RESTROOM

3B105a

CONSULTATION

ROOM

3B102

RESTROOM

3B158a

BED ROOM

3B158

CORRIDOR

C3-26

BED ROOM

3B159

UTILITY

ROOM,

CLEAN

3B109

SOILED

UTILITY

3B107

S2.0

S2.0

S2.0

S1.1

S1.1

S1.1

S2.0

S1.1

S1.1

S2.0

S1.1

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

S2.0

S1.1

S1.1

S2.0S2.0

S2.0

S2.0

S2.0S2.0

S1.0-F

/8

0°

/2

/2

/8

/8

/8

/4

/8

/4

/8 " 4

/8

/8

/8

/8

7' - 7 3/8" 3' - 11 3/4" 1' - 9 5/8"

/4

/2

/4

/2

/4

/8

/2

/8

A L

IG

N

120°

ALIGN

120°

/8

/8

120°

ALIGN

ALIGN

A L

IG

N

ALIGN

6' - 3 1/8"

6' - 7 7/8"

4 7/8"

5' - 4 1/2" 6' - 7"

ALIGN

CORRIDOR

C3-12

OFFICE

3B103

/8

/8

/8

/8

7' - 2 1/2"

/8

/4

/8

/2

S2.0

2' - 10 7/8" 5' - 10 1/2" 3' - 7 3/8" 3' - 11 1/8" 3' - 8 3/8" 8' - 0 1/2" 1' - 11 1/4" 8' - 0 1/2" 6' - 0 1/2"

4 7/8"

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

4' - 0 7/8"

4 1/4"

8 1/2"

4 1/4"

5' - 4 5/8"

4 7/8"

3' - 9" 13' - 3 3/4"

1' - 0 1/8"

/4

/4

11' - 9 7/8"

1' - 10 1/2"

2' - 10 1/2"

/8

/8

/8

S2.0

1' - 10" 3' - 6"

5' - 3 3/4"

4 1/4"

8 1/2"

13' - 11 7/8" 4' - 9" 4 7/8"

1' - 7 1/8"

5' - 3 3/8" 1' - 0 3/4"

/8

/8

ALIGN

/8

M

IN

/4

/4

/4

/4

/8

/8

/2

/4

/8

/2

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

2' - 0"

13' - 10 3/4"

/4

3 5/8"

17' - 11"

11' - 7 1/8"

1' - 9 5/8"

/4

7' - 0"

SCRUBS

3B106a

3'

6"

4'

1"

9"

S2.0S2.0S2.0

S2.0 S2.0

S2.0

AREA B

JOHN

A.

POE

IO

HO

FOET

A T

S

R E G

IS

E T

R

ED RA

C H

TI

E C T

Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h 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 c h e s o t th re e in c h e s 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

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

ENLARGED DIMENSION PLAN

A101-D2

DWTH

17005.00

552-18-102

Dayton Ohio

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

ENLARGED DIMENSION PLAN B

GENERAL NOTES

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. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

E. See enlarged plans for additional notes.

F. See code plan for existing rated construction. Firestop all new penetrations to maintain integrity of existing rated construction.

Additionally, firestop up to a maximum of 100 penetrations and/or 100 SF of existing, unfirestopped penetrations through existing rated construction.

N.T.S.Scale:

Key Plan

Revision s

DCB

3.1

2.1

CORRIDOR

C3-14

CORRIDOR

C3-19

CORRIDOR

C3-20

UTILITY

ROOM,

SOILED

3B106

STORAGE,

STRETCHER/

WHEELCHAIR

3B107

UTILITY

ROOM,

CLEAN

3B109

COMM

CLOSET

3B111

OFFICE

3B174

KITCHEN,

NOURISHMENT

3B175

MEDICATION

PREP.

3B176

OFFICE,

PHYSICIAN

3B117

OFFICE

3B177

UTILITY

ROOM,

SOILED

3B178

TOILET,

FEMALE

3B126

TOILET,

MALE

3B128

STORAGE

3B129A

TOILET,

CONGREGATE

3B139

UTILITY

ROOM,

CLEAN

3B130

ELECTRICAL

CLOSET

3B144

BREAK

ROOM

3B179

KITCHEN,

MISC

3B180

STORAGE,

GENERAL

3B147

HOUSEKEEPING

AID CLOSET

3B148

OFFICE

3B149

OFFICE

3B150

NOURISHMENT

3B151

LINEN

ROOM,

SOILED

3B152

TOILET

3B181

MEDICATION

PREP.

3B154

UTILITY

ROOM,

CLEAN

3B155

UTILITY

ROOM,

SOILED

3B182

CONTROL

CENTER

C3-15

CORRIDOR

C3-17

CORRIDOR

C3-22

CORRIDOR

C3-23

CONTROL

CENTER

C3-25

S1.0-F

S1.0-NS1.0-F

S1.0-F

S1.0-N

(C L

E A

R

DCB

3.1

2.1

CORRIDOR

C3-14

NOURISHMENT

3B115

ALCOVE

WHEELCHAIR

3B112

BREAK

ROOM

3B179

OFFICE,

PHYSICIAN

3B117

OFFICE

3B174

COMM

CLOSET

3B111

UTILITY

ROOM,

CLEAN

3B109

STORAGE,

GENERAL

3B147

KITCHEN,

MISC

3B180

STORAGE,

STRETCHER/

WHEELCHAIR

3B107

UTILITY

ROOM,

SOILED

3B106

UTILITY

ROOM,

SOILED

3B182

CORRIDOR

C3-23

UTILITY

ROOM,

CLEAN

3B155

HAC

3B148

MED PREP

3B154

TOILET

3B181

OFFICE

3B149

OFFICE

3B150

LINEN

ROOM,

SOILED

3B152

NOURISHMENT

3B151

NOURISHMENT

3B175

MED PREP

3B176

UTILITY

ROOM,

SOILED

3B178

CORRIDOR

C3-17

CORRIDOR

C3-22

UTILITY

ROOM,

CLEAN

3B130

STORAGE

3B129A

OFFICE

3B177

TOILET,

MALE

3B128

TOILET,

FEMALE

3B126

ELECTRICAL

CLOSET

3B144

TOILET

3B139

CONTROL

CENTER

C3-15

CONTROL

CENTER

C3-25

S1.0-F S1.0-N

S1.0-F

S1.0-F

(C L

E A

R

2' - 0 5/8"

S1.0-F

PLAN AREA

JOHN

A.

POE

IO

HO

FOET

A T

S

R E G

IS

E T

R

ED RA

C H

TI

E C T

Drawing Title

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h 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 c h e s o t th re e in c h e s 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

JPA Project No.

Dwg. of

Renovate TCU-ICU Space Bldg. 330

03/09/2020

DIMENSION PLANS

A101-D3

DWTH

17005.00

552-18-102

Dayton Ohio

GENERAL NOTES

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. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

E. See enlarged plans for additional notes.

F. See code plan for existing rated construction. Firestop all new penetrations to maintain integrity of existing rated construction.

Additionally, firestop up to a maximum of 100 penetrations and/or 100 SF of existing, unfirestopped penetrations through existing rated construction.

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

DIMENSION PLAN - DEDUCT ALTERNATE #2

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

DIMENSION PLAN - DEDUCT ALTERNATE #1

N N.T.S.Scale:

KEY PLAN

Revision s

Date

6 95% Owner Review Resubmittal 11.09.2018

5 95% Owner Review Resubmittal 09.28.2018

4 95% Owner Review Resubmittal 08.20.2018

3 95% Owner Review 06.15.2018

2 Design Development 04.30.2018

1 Schematic Design 02.23.2018

1.2

EDCBA B3 C5 E1

1.5

2.2

3.2

4.1

5.3

4.2

3.1

2.1

D2

4.65

C2 C6

5.2

E9E8

3.05

4.6

CONSULTATION

ROOM

3B102

OFFICE

3B103

OFFICE

3B120

BEDROOM -

RESIDENT

ON-CALL

3B161

CORRIDOR

C3-12

CORRIDOR

C3-14

CORRIDOR

C3-18

CORRIDOR

C3-19

CORRIDOR

C3-20

CORRIDOR

3C-27

CORRIDOR

3C-9

BED ROOM

3B121

RESTROOM

3B121a

RESTROOM

3B122a

BED ROOM

3B122

BED ROOM,

INFECTION

CONTROL

3B123

RESTROOM

3B123a

RESTROOM

3B124a

BED ROOM

3B125

RESTROOM

3B125a

BED ROOM

3B142

RESTROOM

3B142a

RESTROOM

3B140a

BED ROOM

3B140

BARIATRIC,

INFECTION

CONTROL

3B138

RESTROOM

3B138a

RESTROOM

3B137a

BED ROOM,

INFECTION

CONTROL

3B137

BED ROOM,

BARIATRIC

3B135

BED ROOM

3B160

BED ROOM

3B158

BED ROOM,

BARIATRIC

3B110

BED ROOM

3B105

RESTROOM

3B105…