Attachment III - Drawings.pdf

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

A101

XX

TOILET ACCESSORY TAGX

A101

SIM

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

S t.

ZOO

Jefferson A ve.

UNIV.

HOSPITAL

Mitchell Ave.

R ea di ng

R d.

V ic to ry

P kw

y. XAVIER

UNIV.

AREA OF WORK

C214, C214A, C214B, C215

JASON

H.

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2118221

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VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

TERRACON CONSULTING, INC.

ENVIRONMENTAL

611 LUNKEN PARK DRIVE

CINCINNATI, OH 45226

513.321.5816 P

ABOVE GROUP, INC.

STRUCTURAL ENGINEERING

305 EAST DRIVE, SUITE H

MELBOURNE, FL 32904

321.345.9026 P

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COVER SHEET

G001

ACDF

539-CSI-206

Cincinnati, OH

VA Cincinnati CT Prep

3200 Vine Street Cincinnati, OH 45220 PROJECT #: 539-CSI-206

Bid Documents 21027.00

G001 COVER SHEET

G100 CODE DATA

AD101 DEMOLITION PLAN

A101 NEW WORK PLAN AND DETAILS

A121 REFLECTED CEILING PLAN

A401 INTERIOR ELEVATIONS

AF101 FINISH PLANS AND DETAILS

F001 ABBREVIATIONS, LEGEND & DRAWING INDEX

FX102 PARTIAL SECOND FLOOR PLAN - FIRE SUPPRESSION

P001 ABBREVIATIONS, LEGEND & DRAWING INDEX

PP102 PARTIAL SECOND FLOOR PLAN - REMOVALS & NEW WORK

M001 ABBREVIATIONS, LEGEND & DRAWING INDEX

M102 PARTIAL SECOND FLOOR PLANS

M501 DETAILS & SCHEDULES

E001 ABBREVIATIONS, LEGEND & DRAWING INDEX

E102 PARTIAL SECOND FLOOR PLAN

E601 PANELBOARD SCHEDULES

GENERAL CONSTRUCTION NOTES

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.

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

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

INTERNATIONAL BUILDING CODE, AND OTHER COES 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 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.

DRAWING INDEX

GRAPHIC SYMBOLS

N N.T.S.Scale:

Vicinity Map

N N.T.S.Scale:

LEVEL 2 - Area Of Work

Revisions Date

0-HR Smoke Partition - [IBC 710] / NFPA 101-8.4

1-HR Smoke Barrier - [IBC 709] / NFPA 101-8.5

1-HR Fire Barrier - [IBC 707] / NFPA 101-8.3

2-HR Fire Barrier - [IBC 707] / NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

Fire Extinguisher

CODE LEGEND

F.E.

Smoke Compartment - 18,626 sf

Travel Dist. to Exit:

Max. Allowable = 200' per 19.2.5.7.3.3 (B,2) Actual= 118'-6"

Travel Dist. to Smoke Barrier:

Max. Allowable = 200' per 19.3.7.1 (2) Actual= 90'-6"

Travel Dist. to Exit Access Corridor:

Max. Allowable = 100' per 19.2.5.7.3.3 (A) Actual= 36'-0"

Area of Renovation - 840 sf

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

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CODE DATA

G100

ACDF

539-CSI-206

Cincinnati, OH

Bid Documents 21027.00

Code: NFPA 101 Life Safety Code (2021 Edition)

Construction Type: Type I (222)

Occupancy: Health Care Occupancy

Height: Partial 1 story renovation to existing 4 story building

Area of Work: 840 SF - CT Prep

Protection: Fully Suppressed

Chapter 4 - General

• 4.4.2.2 -Prescriptive-based life safety design meeting the requirements of Chapters 1 thru 3, Sections 4.5 thru 4.8, and

Chapters 6 thru 43 of this Code shall be deemed to satisfy the provisions of Sections 4.1 and 4.2.

• 4.4.2.3 -Where req’ts in Chapters 11 thru 43 differ from req’ts in Chapters 1 thru 4 and 6 thru 10, the req’ts of Chapters 11 thru

43 shall govern.

• 4.6.1.1 -The authority having jurisdiction (AHJ) shall determine whether the provisions of this Code are met.

• 4.6.7.1 -Rehabilitation category per 43.2.2.1.2 Renovation.

Chapter - 6 Classification of Occupancy and Hazard of Content

• 6.1.5 - Health Care Occupancy

• 6.2.2.1 -Hazard classification = Ordinary

Chapter 7 - Means of Egress

• 7.1.3.1 - Exit Access Corridors: 1/2 hr. fire rating is required for corridor walls per 19.3.6.2.2 (NO CHANGE)

• 7.3.1.2 – Occupant Load:

Second Floor (Renovation):

HC - Inpatient treatment Dept: 840 sf @ 240 sf/occ = 4 occup (NO CHANGE in area or occupant load)

• 7.3.2.2 – Max. projection within means of egress on ea. side: 4-1/2” (38” hgt. max.).

• 7.3.3.1 – Egress capacity (Health Care, sprinklered): (NO CHANGE in occupant load & egress capacity)

Table 7.3.3.1- Stairs = .3” per occup; Level components and ramps = .2” per occup.

• 7.4.1.2 – Min. number of means of egress from any story = 2.

(1) Occupant load >500 and <1,000 = 3 exits minimum. (NO CHANGE)

Chapter 8 - Features of Fire Protection:

• Table 8.3.3.2.2 – Min Fire Protection for Openings in Fire-rated Assemblies:

Component Walls Fire Drs Vision Panel (size) FR Vision Panel FR Window Vert. shafts 2 hr 1-1/2 hr Max tested D-H-90 NP (stairs, exits):

Fire Barriers: 2 hr 1-1/2 hr Max tested D-H-90 NP

1 hr 3/4 hr Max tested D-H-45 3/4 hr Smoke Barriers: 1 hr 1/3 hr Max tested D-20 3/4 hr

1/2 hr 1/3 hr Max tested D-20 1/3 hr Smoke Part'ns: 1 hr 1/3 hr Max tested D-20 3/4 hr

1/2 hr 1/3 hr Max tested D-20 1/3 hr

• 8.3.4.2.1 – Firestop Systems – Penetrations that pass thru a fire barrier shall be protected by a firestop system or device.

• 8.3.4.2.2 – The firestop system or device shall be tested in accordance with ASTM E814 or UL 1479.

• 8.3.4.8 – Openings thru fire barriers for air-handling ductwork or air movement shall be protected per 9.2.1.

• 8.4.1 - Smoke Partitions shall limit the transfer of smoke.

• 8.5.1 - Smoke Barriers shall restrict the transfer of smoke and have 1/2 hour fire resistance rating per 19.3.7.3 (1 hour provided).

• 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

• 9.6.1.3 – Fire Alarm System req’d for life safety shall be per NFPA 70 (2020) and 72 (2019).

• 9.6.3.1 – Occupant notification shall be provided per 9.6.3 and 19.3.4.3.1.

• 9.6.3.5 – Where permitted by Chapters 11 thru 43, a positive alarm sequence shall be permitted per NFPA 72 (2019) (See 19.3.4.3).

• 9.6.4.1 – Emergency Forces notification req’d per 9.6.4 and 19.3.4.3.2.1.

• 9.6.5.1 – Emergency Control functions shall be installed per NFPA 72 (2019) as req’d per 9.6.5 and 19.3.4.4.

• 9.6.8.1 – Alarm annunciation is required per 9.6.8.

• 9.7.1.1 – Supervised automatic sprinkler system as req’d by 9.7.1 and 19.3.5.3 and shall comply with NFPA 13 (2019).

• 9.9 - Portable fire extinguishers shall be selected, installed, inspected, and maintained per NFPA 10 (2018).

Chapter 10 – Interior Finish, Contents, and Furnishings

• 10.2.2- Interior Finish Classification Limitations

Table A.10.2.2 - Interior Finish Classification Limitations: Health Care (Existing) Exit Access Corridors: Class A or B.

Other Spaces: Class A or B.

• 10.2.3.1.1 - Interior wall and ceiling finish materials shall be classified in accordance with NFPA 286 and comply with 10.2.3.2.

• 10.2.3.1.2 - Materials tested in accordance with 10.2.3.1.1 and complying with 10.2.3.2 shall also be considered to comply with the requirements of Class A in accordance with 10.2.3.3.

• 10.2.3.3 – Wall and Ceiling – Classifications characteristics:

(1) Class A: Flame spread: 0-25; Smoke dev.: 0-450.

(2) Class B: Flame spread: 26-75; Smoke dev.: 0-450.

(3) Class C: Flame spread: 76-200; Smoke dev.: 0-450.

• 10.2.3.3.1 – Existing interior finish exempt from smoke dev. criteria.

• 10.2.7.2 – Floor finish other than carpet: Min. Rad flux: .1 W/ cm².

• 10.2.8.1 – Wall and Ceiling finishes, where sprinkled:

Class C permitted in any location where Class B is req’d.

Class B permitted in any location where Class A is req’d.

• 10.2.8.2 – Floor finishes, where sprinkled:

Class II permitted in any location where Class I is req’d.

Provisions of 10.2.7.2 shall apply where Class II is req’d.

Chapter 19 - Existing Health Care Occupancies

• 19.1.1.1.4 - The area of work is an existing hospital and therefore falls under Chapter 19.

• 19.1.6.1 - Construction Type Limitations (Table 19.1.6.1): Type II (222), sprinklered, no story limitations.

• 19.1.7 - Occupant Load per Table 7.3.1.2. (NO CHANGE)

• 19.2.3.4 - Existing corridors required for exit access in hospitals shall be not less than 4 feet in clear width serving patient sleeping rooms. Actual: 8-0" (NO CHANGE).

• 19.2.5.3 - Dead end corridors shall not exceed 30’.

• 19.2.5.4 - Every corridor shall have access to not less than two approved exits without passing through any intervening spaces other than corridors or lobbies.

• 19.2.5.6.4 - Rooms within suites per 19.2.5.7 shall not be required to have an exit access door leading directly to an exit access corridor.

• 19.2.5.7.1.2 - Suite Separation – Suites shall be separated from remainder of the building by walls and doors (0-hr smoke partitions).

• 19.2.5.7.3.3 - Patient Care Non-Sleeping Suite Travel Distance

(A) Travel distance between any point in patient care non-sleeping suite and an exit access corridor: 100' (NO CHANGE)

(B) Travel distance between any point in non-sleeping suite and an exit: 200' (w/ sprinkler system). (NO CHANGE)

• 19.3.4.1 - Health care occupancies shall be provided with a fire alarm system per Section 9.6.

• 19.3.5.3 - Building containing hospitals shall be protected throughout by approved, supervised automatic sprinkler systems per

Section 9.7.

• 19.3.5.12 - Portable fire extinguishers shall be provided in all health care occupancies per Section 9.9.

• 19.3.6.2.2 - Corridor walls shall have min. 1/2 hour fire resistance rating. (NO CHANGE)

• 19.3.6.2.3 - Corridor walls shall form a barrier to limit the transfer of smoke but are not required to be smoke barriers or smoke partitions.

• 19.3.6.3.1 - Corridor doors shall be doors constructed to resist the passage of smoke.

Chapter 43 - Building Rehabilitation

• 43.1.2.1 - Any building undergoing repair, renovation, modification, or reconstruction shall comply with both of the following:

(1) Req'ts of the applicable existing occupancy chapters (Chapter 19).

(2) Req'ts of the applicable secton of this Chapter (Sections 43.4).

• 43.4.1.3 - Renovations, General Req'ts: All new work shall comply with the req'ts of other sections of this Code applicable to existing construction.

CODE NOTES

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

LIFE SAFETY PLAN - PARTIAL SECOND FLOOR

FD

S

S

S

Control

C215

CT Scanner

C214B

Prep. Rm.

C214

Tlt.

C214A

2.562.56

2.542.54

2.562.56

2.09

2.042.04

2.57

2.042.04

2.53

2.52

2.59

2.60

2.09

2.092.092.09

2.612.092.09 2.532.56

2.142.14

2.58 2.09

2.55

2.13

2.22

2.21

2.542.54

2.092.09

BID ITEM #2

Control

C215

CT Scanner

C214B

Prep. Rm.

C214 Tlt.

C214A

2.05

2.05

2.062.06

2.062.06

2.062.06

2.07

2.08

2.72

2.19

2.10 2.672.10

2.73

2.132.09

2.08

2.74

2.062.06 2.64

BID ITEM #2

2.72

2.062.062.062.06

2.20

2.64

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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Office of Construction and Facilities Management

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DEMOLITION PLAN

AD101

ACDF

539-CSI-206

Cincinnati, OH

Bid Documents 21027.00

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

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

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 C.O.R.

F. Owner's equipment vendor is responsible for removing existing floor- and ceiling-mounted imaging equipment.

G. Infill unused floor penetrations with concrete to be flush with existing slab. Prep for new floor finish.

2.04 Existing floor finish to remain. Protect in place during construction.

2.05 Existing gypsum board ceiling/soffit to remain. Protect in place and repair and paint any damage during construction.

2.06 Existing suspended ceiling system, fixtures, and devices to remain.

2.07 Existing patient lift rail and support framing to remain.

2.08 Remove and salvage existing suspended ceiling tile and

grid for reinstallation as required for above-ceiling access to equipment support framing.

2.09 Existing casework to remain. Protect in place during

construction.

2.10 Remove and salvage above-ceiling patient lift support

framing components as required.See structural drawings.

2.13 Remove existing wall and base cabinet units as shown.

2.14 Existing floor pentration to remain.

2.19 Existing equipment to remain. Protect in place.

2.20 Existing ceiling-mounted equipment to be removed and

replaced by Owner's Vendor.

2.21 Existing floor-mounted equipment to be removed by

Owner's Vendor.

2.22 Remove and salvage existing faucet set and drain fittings for reinstallation. See Plumbing drawings.

2.52 Remove existing wall tile and coved tile base.

2.53 Remove existing 1x1 tile flooring. Prep floor to receive new finishes.

2.54 Remove existing VCT floor finish and rubber base. Prep

floor to receive new finishes.

2.55 Remove existing solid surface countertop and

backsplash.

2.56 Remove existing sheet vinyl floor finish and integral cove base. Prep floor to receive new finishes.

2.57 Remove existing epoxy floor leveling pad. Prepare

subfloor for new schedule finish and base.

2.58 Remove existing integral solid surface sink.

2.59 Remove and salvage all wall-mounted plumbing fixtures

for reinstallation. See Plumbing drawings.

2.60 Remove and salvage all existing wall-mounted grab bars

and toilet room accessories for reinstallation.

2.61 Remove existing mirror.

2.64 Remove and salvage existing acoustical ceiling tile and

grid, light fixtures, and other ceiling mounted devices for reinstallation following above-ceiling work.

2.67 Remove existing patient lift travel rail.

2.72 Remove existing ACT ceiling. Salvage and reinstall all

existing fixtures and devices. See Electrical and Mechanical Drawings.

2.73 Remove and salvage existing patient lift motor for

reinstallation.

2.74 Remove and salvage existing fixed patient lift rail for

relocation.

PLAN NOTES

GENERAL DEMOLITION NOTES

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

DEMOLITION PLAN

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

CEILING DEMOLITION PLAN

10.

Pa.

P.

Q.

Ra.

10.6.8.7.

Control

C215

CT Scanner

C214B

Prep. Rm.

C214 Tlt.

C214A

A401

11.11

11.5211.52 11.52

A

11.03

11.52

2.09

2.092.09

2.09

2.09

6' - 11"

22.07 12.13

26.02

2.14

2.14

6.04

9.01

12.01

11.5211.5211.5211.52

A401

A401

A

A401

A

.0

11.03

BID ITEM #2

10.

Pa.

P.

Q.

Ra.

10.6.8.7.

AREA OF

WORK ABOVE

26.01

(Second Floor)

11.03

AREA OF

WORK ABOVE

2.64

A. CODES AND SPECIFICATIONS

1. 2021 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. FLOOR LOAD:

TYPICAL FLOOR LIVE LOAD: 150 PSF, 3000 LBS CONCENTRATED

2. SPECIAL LOADS AND/OR DESIGN DATA:

C. STRUCTURAL STEEL

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

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

3. MATERIAL:

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

b. 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. PREPARE BY POWER TOOL CLEANING TO SSPC-SP3, MINIMUM. FOLLOW ADDITIONAL REQUIREMENTS OF AISC SPECIFICATIONS AND THE PROJECT SPECIFICATIONS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS). REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. VERIFY PRIMER COMPATIBILITY WITH FIELD APPLIED TOPCOATS.

D. POST-INSTALLED ANCHORS AND ADHESIVE ANCHORING TO CONCRETE

1. POST-INSTALLED ANCHORS AND ADHESIVE ANCHORING SYSTEMS MUST BE TESTED AND APPROVED USING ICC EVALUATION SERVICE ACCEPTANCE CRITERIA, INCLUDING ICC-ES AC193: “MECHANICAL ANCHORS IN CONCRETE ELEMENTS” OR ICC-ES AC308: “POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE ELEMENTS”. CONCRETE SHALL BE CONSIDERED CRACKED. SUBMIT MANUFACTURER’S DATA AND EVALUATION REPORT (ESR) FOR PROPOSED ANCHORS, ADHESIVES, AND ANCHORING SYSTEMS. INDICATE

SPECIFIC PROJECT LOCATIONS AND CONDITIONS WHERE PROPOSED FOR USE.

2. MECHANICAL ANCHORS TO CONCRETE SHALL BE AS SHOWN IN THE STRUCTURAL DETAILS. UNLESS NOTED OTHERWISE, USE ONE OF THE FOLLOWING:

a. HILTI KWIK BOLT TZ EXPANSION ANCHORS.

b. POWERS POWER-STUD+ SD2 WEDGE EXPANSION ANCHORS.

c. SIMPSON STRONG-BOLT 2 WEDGE ANCHORS.

3. ADHESIVE ANCHORING SHALL NOT BE USED IN OVERHEAD OR UPWARD CONDITIONS. USE HYBRID ADHESIVE WITH ESR FOR HORIZONTAL CONDITIONS.

4. POST-INSTALLED ANCHORS SHALL ONLY BE USED AS SHOWN AND APPROVED; THEY SHALL NOT BE USED WHERE CAST-IN-PLACE ANCHORS ARE REQUIRED.

5. ZINC COAT ANCHORS, RODS AND HARDWARE TYPICALLY. AT EXTERIOR USE HOT DIP GALVANIZED OR STAINLESS STEEL, UNLESS NOTED OTHERWISE.

6. EMBEDMENT DEPTH, EDGE DISTANCES, AND SPACING ARE CRUCIAL. LOCATE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, EMBED REBAR 24 DIAMETERS AND EMBED ANCHORS AT LEAST 8 DIAMETERS, WITH EDGE DISTANCES AT LEAST 8 DIAMETERS, AND SPACING AT LEAST 12 DIAMETERS. USE MANUFACTURER’S DATA TO CALCULATE REDUCED CAPACITY FOR ACTUAL CONDITIONS AND CONFIRM AN ULTIMATE SAFETY FACTOR OF AT LEAST 4.0.

7. HOLES INTO CONCRETE MUST NOT INTERFERE WITH REINFORCING BARS. THE CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS AND USE FERRO-SCAN OR OTHER MEANS TO LOCATE REINFORCING BARS IN THE AREA. SPACE HOLES TO FIT AROUND REBAR, SET ANCHORS WITH A TEMPLATE AND FABRICATE FIXTURE TO MATCH.

8. HOLES IN CONCRETE SHALL BE THE PROPER SIZE AND THOROUGHLY CLEANED WITH ALL DUST REMOVED. DRILL HOLES USING A HOLLOW BIT AND FUNCTIONING VACUUM SYSTEM, THEN BRUSH AND BLOW OUT REPEATEDLY WITH CLEAN, OIL FREE AND DRY, HIGH PRESSURE COMPRESSED AIR.

9. INSTALL INTO DRY CONCRETE IN CLEAN, DUST FREE HOLES USING METHOD AND PROCEDURE THAT MEETS MANUFACTURER’S RECOMMENDATIONS INCLUDING TEMPERATURE RANGE, HUMIDITY, INSTALLATION TIME AND CURE TIME. FOLLOW THE MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS.

10. PROVIDE STANDARD SIZE HOLES IN THE FASTENED STEEL ELEMENT (1/16” LARGER THAN THE ROD DIAMETER) TO MATCH TEMPLATE OF INSTALLED ANCHORS. DO NOT OVERSIZE

HOLES.

11. THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE MANUFACTURER TO PROVIDE ONSITE INSTALLATION TRAINING FOR THEIR PRODUCTS. ADHESIVE ANCHOR INSTALLERS SHALL ALSO BE CERTIFIED BY A RECOGNIZED PROGRAM, SUCH AS BY ACI AND CRSI. SUBMIT DOCUMENTATION OF TRAINING AND CERTIFICATION OF PERSONNEL

PRIOR TO PERFORMING SUCH WORK. PROVIDE COPY TO THE OWNER’S INSPECTION AGENCY.

12. THE CONTRACTOR SHALL INSPECT AND PROOF TEST ANCHORS AS PART OF THE CONTRACTOR’S QUALITY CONTROL PROGRAM. INSPECT CONTINUOUSLY OR PERIODICALLY ACCORDING TO THE ESR. PROOF TEST 5% OF ALL ANCHORS AND REBAR IN EACH CONDITION, DISTRIBUTED THROUGHOUT THE PROJECT, AND TEST ALL ANCHORS IN EACH STEEL FRAMING CONNECTION. AMOUNT OF TESTING SHALL BE INCREASED IF FAILURES OCCUR. OWNER’S INSPECTION AGENCY WILL OBSERVE INSTALLATION FOR CONFORMANCE WITH MANUFACTURER’S RECOMMENDATIONS AND WILL WITNESS CONTRACTOR’S PROOF TESTING.

E. FIREPROOFING

13. ALL LOAD BEARING METAL STRUCTURAL FRAMING OR CONSTRUCTION DAMAGED AREAS REQUIRE SPRAY-ON FIREPROOFING OR FIRE RATED ENCLOSURE. REFER TO THE

PROJECT SPECIFICATION AND ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS.

F. COORDINATION AND CONSTRUCTION

1. THE CONTRACTOR SHALL COMPLETE ALL WORK REQUIRED AND NECESSARY FOR THE PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, DRAWINGS, AND REFERENCED STANDARDS. THE SPECIFICATIONS AND DRAWINGS COMPLEMENT EACH OTHER, THE CONTRACTOR SHALL THOROUGHLY REVIEW BOTH BEFORE PROCEEDING

WITH ANY WORK.

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 FOR EQUIPMENT SUPPORT ARE FOR BIDDING PURPOSES ONLY. SUBMIT MANUFACTURER'S DATA FOR THE ACTUAL 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. OPENING SIZES AND LOCATIONS FOR PIPES, DUCTS, ETC., WHEN SHOWN, ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED WITH MECHANICAL, ELECTRICAL, PLUMBING AND OTHER COORDINATION DRAWINGS AS APPLICABLE.

6. SHOP DRAWINGS AND INSTALLATION DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR REVIEW. SUBMITTALS 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. SUBMIT COMPLETE SHOP DRAWINGS WITH MANUFACTURERS’ DATA, ETC. SHOW ALL CONNECTIONS AND DETAILS NECESSARY TO FULLY DESCRIBE AND PROPERLY INSTALL

THE WORK.

c. 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.

G. 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 AND SHALL NOT

OVERLOAD OR DAMAGE THE STRUCTURE.

b. ANCHORS ARE TO HAVE AN ULTIMATE SAFETY FACTOR OF AT LEAST 4.0.

c. 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 AND OTHER ITEMS MUST BE COORDINATED WITH SUPPORTING STRUCTURE. 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.

H. 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 CONTRACTOR WILL EMPLOY A TESTING AND INSPECTION AGENCY TO PERFORM SERVICES INDICATED IN THE PROJECT SPECIFICATIONS.

3. THE CONTRACTOR WILL ALSO EMPLOY QUALIFIED SPECIAL INSPECTORS TO PERFORM INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE BUILDING CODE AND SPECIFICATION SECTION 014535. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTS. ITEMS REQUIRING SPECIAL INSPECTION ON THIS

PROJECT INCLUDE:

a. STRUCTURAL STEEL: ALL WELDING AND HIGH STRENGTH BOLTING.

4. THE STRUCTURAL ENGINEER MAY GENERALLY OBSERVE THE PROGRESS OF THE WORK, BUT HIS OBSERVATION SHALL NOT BE CONSTRUED AS INSPECTION.

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RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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NEW WORK PLAN AND DETAILS

A101

JWDF

539-CSI-206

Cincinnati, OH

Bid Documents 21027.00

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

NEW WORK PLAN - SECOND FLOOR

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

B. All wood blocking to be fire retardent treated.

C. Repair and fill all existing floor penetrations. Contractor shall prepare concrete floor slab surface as required to meet Equipment Vendor's floor condition requirements.

D. Owner's Equipment Vendor is responsible for providing and installing new medical equipment. Contractor to provide, install, and test floor expansion anchors. Expansion bolts: 3.9" min. embed. Contractor shall coordinate with C.O.R. and equipment vendor to ensure all installation requirements and conditions are provided.

E. Existing Second Floor is 6" depth which includes composite metal deck. Bot. reinf.: #4 @ 12". Top reinf: #4 @ 24" alternate, 12" @ supports. T/Slab elev. = 739'-11".

F. Existing lead-shielding in walls, doors, and windows to be maintained. Repair and restore lead-shielding at new and existing wall penetrations.

2.09 Existing casework to remain. Protect in place during

construction.

2.14 Existing floor pentration to remain.

2.64 Remove and salvage existing acoustical ceiling tile and

grid, light fixtures, and other ceiling mounted devices for reinstallation following above-ceiling work.

6.04 1" plastic laminate end panel. Match profile and finish of existing cabinetry.

9.01 Repair and paint wall at removed casework.

11.03 Prep floor slab as required for owner's vendor to install epoxy resin leveling pad over exposed concrete floor surface. See vendor drawings for details.

11.11 Center/reference point for equipment installation. See

Medical Equipment Vendor Drawings.

11.52 Equipment provided & installed by Owner's Vendor. See

Vendor Drawings for details.

12.01 New integral solid surface sink bowl.

12.13 New solid surface countertop with 4" H. backspash.

22.07 Install salvaged faucet set. Reconnect plumbing supply

and drain. See Plumbing drawings.

26.01 Existing electrical duct/cable tray. See Electrical Drawings

26.02 Existing raceway to remain. See Electrical Drawings.

NOTES

GENERAL NOTES

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

NEW WORK PLAN - FIRST FLOOR

General Structural Notes

S

S

S

S

AREA OF

WORK ABOVE

2.64

11.03

(Second Floor)

Q

2.64

5.12

7.04

AREA OF

WORK ABOVE

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille

2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board ceiling / soffit - painted

Access panel

Surface-mounted strip light fixture

2-way in-ceiling speakerS

Sprinkler head

Control

C215

CT Scanner

C214B

Prep. Rm.

C214

Tlt.

C214A

2.05

2.08

2.05

2.062.06 2.062.06

2.062.06

5.17

2.07

11.52

5.17

5.10

2.23

6.01

2.08

2.19

2.73

11.05

11.06

2.062.06

A121

2.64

ACT-2

7'-5 3/4"

7'-11"

8'-7 3/4"

23.01

BID ITEM #2

7'-5 3/4"

2.062.06

2.64

2.24

8'-10 3/4" (F.V.)

BOT. OF FRAMING

8'-9 3/4" (F.V.)

BOT. OF PLATE

8'-7 3/4" (F.V.)

FIN. CLG.

2.08

5.10

5.18

5.17

11.52

M a x

2.23

5.17

6" 6"

EXISTING W12x19 BEAM

3/8" x 5" x 1'-6" PLATE

3/16"

1'-6"

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RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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REFLECTED CEILING PLAN

A121

JWDF

539-CSI-206

Cincinnati, OH

Bid Documents 21027.00

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

REFLECTED CEILING PLAN - FIRST FLOOR

A. All wood blocking shall be fire retardant.

B. Repair damage to spray-applied fireproofing where new connections to existing steel are required. Maintain existing 2-hr fire rating.

C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

D. See Electrical Drawings for lighting specifications.

E. All gypsum board ceilings to be painted P-3 unless noted otherwise.

F. All ACT shall be ACT-1 unless noted otherwise.

G

Existing Third Floor above is 3-1/4" lightweight conc. slab w/ mesh 6x6 - w2.9 x w2.9 atop 1-1/2" -20 ga. galv. composite deck. Total Deck = 4-3/4". T/Slab elev. = 751'-11".

2.05 Existing gypsum board ceiling/soffit to remain. Protect in place and repair and paint any damage during construction.

2.06 Existing suspended ceiling system, fixtures, and devices to remain.

2.07 Existing patient lift rail and support framing to remain.

2.08 Remove and salvage existing suspended ceiling tile and grid for reinstallation as required for above-ceiling access to equipment support framing.

2.19 Existing equipment to remain. Protect in place.

2.23 Existing support framing to remain.

2.24 No new hangers shall be attached to bottom flange of existing steel beam in the area of existing pipe penetration thru web.

2.64 Remove and salvage existing acoustical ceiling tile and grid, light fixtures, and other ceiling mounted devices for reinstallation following above-ceiling work.

2.73 Remove and salvage existing patient lift motor for

reinstallation.

5.10 New mounting plate provided by Owner's vendor, installed by G.C.

5.12 Install welded plate repair to underside of existing beam per Detail 4/A121.

5.17 Remove/respace existing Uni-strut component as required for new mounting plate installation.

5.18 Shim as required.

6.01 New wall cabinet.

7.04 Remove existing spray-applied fire proofing and prep steel beam surface as required. Following welding work, repair/reinstall spray-applied fire proofing to maintain existing 2-hr fire rating.

11.03 Prep floor slab as required for owner's vendor to install epoxy resin leveling pad over exposed concrete floor surface. See vendor drawings for details.

11.05 New patient lift traveling rail.

11.06 Install salvaged fixed patient lift rail and new support framing.

11.52 Equipment provided & installed by Owner's Vendor. See

Vendor Drawings for details.

23.01 Relocate mechanical device. See Mechanical Drawings.

PLAN NOTES

GENERAL NOTES

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

REFLECTED CEILING PLAN - SECOND FLOOR

Scale: 6" = 1'-0"3

DETAIL AT CEILING MOUNT

Revisions Date

Scale: 6" = 1'-0"4

PLAN DETAIL AT BEAM REPAIR (LOOKING AT UNDERSIDE OF BEAM)

11.5211.5211.5211.52

2.092.092.09

2.09

9.16

2' - 9" 3' - 0"

" 1

/4

2.09

2.092.09

6.04

22.07

2.05 2.096.01

Filler 2' - 9"

1"

6.03

6.04

W1

A401

A

A401

A 1 Tlt.

C214A

C214A 2.59

2.59

2.602.60

2.59

CT-1

CTB-1

2.602.60

2.59

CTB-1

CT-1

A

2.59

CT-1

CTB-1

2.602.59

C214A

CTB-1

CT-1

8"

1' - 0"

3' - 0"

Note: Flush valve located on accessible side

6"

1' - 6"

M

IN

Note:

Beginning of reflective surface

MIN.

7"

T o D is p e n s e r

O p e n in g

T o O p e ra b le

M e c h a n is m

Finish Floor

A

Finish Floor

12.13

22.06

VERIFY IN FIELD

V E

R

IF

Y I N

F

IE

L D

12.13

2.09

22.08

SS-1

1'-2" 1"

26.01

12.29

12.30

12.31

12.22

12.21

9.27

PL-1

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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INTERIOR ELEVATIONS

A401

JWDF

539-CSI-206

Cincinnati, OH

Bid Documents 21027.00

2.05 Existing gypsum board ceiling/soffit to remain. Protect in place and repair and paint any damage during construction.

2.09 Existing casework to remain. Protect in place during

construction.

2.59 Remove and salvage all wall-mounted plumbing fixtures for reinstallation. See Plumbing drawings.

2.60 Remove and salvage all existing wall-mounted grab bars

and toilet room accessories for reinstallation.

6.01 New wall cabinet.

6.03 New solid surface countertop with 4" high backsplash.

6.04 1" plastic laminate end panel. Match profile and finish of existing cabinetry.

9.16 Paint existing wall mounted electrical raceway and new

covers to match wall finish.

9.27 Gypsum board soffit.

11.52 Equipment provided & installed by Owner's Vendor. See

Vendor Drawings for details.

12.13 New solid surface countertop with 4" H. backspash.

12.21 Plastic laminate over 3/4" particle board.

12.22 Adjustable shelf. Plastic laminate over 3/4" particle board.

12.29 4" wire pull. [Recessed pull.]

12.30 Self-latching, key-operated lock.

12.31 Concealed hinge.

22.06 Undermount solid surface sink bowl.

22.07 Install salvaged faucet set. Reconnect plumbing supply

and drain. See Plumbing drawings.

22.08 Plumbing to remain. See Plumbing Drawings.

26.01 Existing electrical duct/cable tray. See Electrical Drawings

NOTES

Scale: 3/8" = 1'-0"1 C215 - Control Desk

Scale: 3/8" = 1'-0"2 C214B - CT Scanner

N Scale: 1/2" = 1'-0"3 C214A - Toilet (BID ITEM #2)

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

C214A - Toilet (BID ITEM #2)

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

Typical Mounting Heights - Toilet Accessories

TOILET ACCESSORIES SCHEDULE

MARK ITEM JSN #

PROVIDED

BY

INSTALLED

BY

O W

N E

R

C O

N T

R A

C T

O R

O W

N E

R

C O

N T

R A

C T

O R

A Mirror - 24" x 36" B-290 2436 X X

FD FD

P-2

P-2

P-2

CT-1

BID ITEM #2

CG-1CG-1

CG-1CG-1

CG-1

RWP-1

CT Scanner

C214B

Prep. Rm.

C214 Tlt.

C214A Control

C215

9.16

9.16

WSF-1

CT Scanner

C214B

Prep. Rm.

C214

Control

C215

Tlt.

C214AWSF-1

CT-1

WSF-1

11.03

BID ITEM #2

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

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FINISH PLANS AND DETAILS

AF101

BMDF

539-CSI-206

Cincinnati, OH

Bid Documents 21027.00

A. All walls to be painted P-1 unless noted otherwise.

B. Work and finishes in Toilet #C214A and above ceiling work in Prep Room #C214 will be Bid Item #2.

C. New flooring installation to follow installation of leveling pad.

9.16 Paint existing wall mounted electrical raceway and new

covers to match wall finish.

11.03 Prep floor slab as required for owner's vendor to install epoxy resin leveling pad over exposed concrete floor surface. See vendor drawings for details.

PLAN NOTES

GENERAL FINISH PLAN NOTES

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

WALL FINISH PLAN

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

FLOOR FINISH PLAN

FINISH LEGEND

CODE FINISH TYPE MANUFACTURER PRODUCT / COLOR COMMENTS

09 30 13 Ceramic/Porcelain Tiling

CT-1 Ceramic Tile American Olean Danya #DY01 Stream, 12x24 Rectangle Grout: Mapei #11 Sahara Beige

CTB-1 Coved Tile Base American Olean Danya #DY01 Stream, 6x12 Cove Base, S36C9 Grout: Mapei #11 Sahara Beige

09 51 00 Acoustic Ceiling Tile

ACT-1 Acoustic Ceiling Tile Armstrong Fine Fissured #1728, White 2'x2'

ACT-2 Acoustic Ceiling Tile Armstrong Clean Room #VL868, White 2'x2'

09 65 16 Resilient Sheet Flooring

WSF-1 Welded Sheet Flooring Mannington Biospec MD, Color New Glacier 15364 4" Integral Cove Base

09 91 00 Painting

P-1 Paint (Field) Benjamin Moore 981 Wind's Breath Gloss Level: 4 (Satin)

P-2 Paint (Accent) Sherwin Williams SW9134 Delft Gloss Level: 4 (Satin)

10 26 00 Wall and Door Protection

CG-1 Corner Guard Inpro Stainless Steel, 4'H, 2" Wing

RWP-1 Rigid Wall Protection Inpro To Match P-1, 4'H

12 32 00 Manufactured Wood Casework

PL-1 Plastic Laminate (Casework) Wilsonart Amber Cherry 7919K-38, Type 102

12 36 00 Countertops

SS-1 Solid Surface (Countertops) Wilsonart Europa #9210CM

ABBREVIATIONS

AC - AIR COMPRESSOR

ACC - ACCESS

AD - ACCESS DOOR

ADB - ACID DILUTION BASIN

ADJ - ADJUSTABLE

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

ALT - ALTERNATE

AP - ACCESS PANEL

APPROX - APPROXIMATE

ARCH - ARCHITECT OR ARCHITECTURAL

ASSY - ASSEMBLY

BFP - BACKFLOW PREVENTER

BLDG - BUILDING

BOB - BOTTOM OF BEAM

BOD - BOTTOM OF DUCT

BOE - BOTTOM OF EQUIPMENT

BOF - BOTTOM OF FOOTING

BOG - BOTTOM OF GRILLE

BOP - BOTTOM OF PIPE

BOT - BOTTOM

BTWN - BETWEEN

CA - COMPRESSED AIR

CFCI - CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CLG - CEILING

CONN - CONNECT OR CONNECTION

CONTR - CONTRACTOR

COR - CONTRACTING OFFICER'S REPRESENTATIVE

CORR - CORRIDOR

CTR - CENTER

CWS - COMBINATION WATER SERVICE

D - DEPTH

DET - DETAIL

DIA - DIAMETER

DIM - DIMENSION

DN - DOWN

DS - SPRINKLER (DRY)

DWG - DRAWING

EA - EACH

EC - ELECTRICAL (DIVISION 26)

EJ - EXPANSION JOINT

ELEC - ELECTRICAL

ELEV - ELEVATOR

EQ - EQUAL

EQUIP - EQUIPMENT

ETR - EXISTING TO REMAIN

EQS - EQUIPMENT SUPPLIER

EXP - EXPANSION

EXT - EXTERIOR

EX - EXISTING

F - FIRE SUPPRESSION (STANDPIPE/SPRINKLER MAIN)

FCE - FIRE CONTROL EQUIPMENT

FCO - FLOOR CLEANOUT

FD - FLOOR DRAIN

FDC - FIRE DEPARTMENT CONNECTION

FDV - FIRE DEPARTMENT VALVE

FF - FINISHED FLOOR ELEVATION

FHC - FIRE HOSE CABINET

FLR - FLOOR

FPM - FEET PER MINUTE

FR - FIRE RISER

FS - FIRE SERVICE

FSC - FIRE SUPPRESSION (DIVISION 21)

FT - FEET

FTG - FOOTING

GA - GAUGE

GAL - GALLON

GALV - GALVANIZED

GC - GENERAL TRADES

GPM - GALLONS PER MINUTE

HC - HVAC (DIVISION 23)

HD - HUB DRAIN

HP - HORSEPOWER OR HIGH POINT

HR - HOSE REEL

HT - HEAT TRACE

HVAC - HEATING, VENTILATING, AND AIR CONDITIONING

ID - INSIDE DIAMETER

INV - INVERT ELEVATION

IN - INCHES

JS - JANITOR SINK

L - LENGTH

LBS - POUNDS

MAX - MAXIMUM

MB - MOP BASIN

MC - MECHANICAL (DIVISION 23)

MEZZ - MEZZANINE

MFR - MANUFACTURER

MIN - MINIMUM

MISC - MISCELLANEOUS

MTD - MOUNTED

MTG - MOUNTING

N/C - NORMALLY CLOSED

NIC - NOT IN CONTRACT

N/O - NORMALLY OPEN

NOM - NOMINAL

NPT - NATIONAL PIPE THREAD

NTS - NOT TO SCALE

OA - OUTDOOR AIR

OD - OUTSIDE DIAMETER

OFCI - OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI - OWNER FURNISHED OWNER INSTALLED

PC - PLUMBING (DIVISION 22)

OR PUMPED CONDENSATE RETURN

PIV - POST INDICATOR VALVE

PLBG - PLUMBING

PS - PRE-ACTION/DELUGE SPRINKLER

PRESS - PRESSURE

PRV - PRESSURE REGULATING VALVE

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PSV - PRESSURE SUSTAINING VALVE

PSIG - POUNDS PER SQUARE INCH GAUGE

RAD - RADIUS

REC - RECESSED

REQD - REQUIRED

RI - ROUGH IN

RPM - REVOLUTIONS PER MINUTE

S - SPRINKLER (WET)

SCH - SCHEDULE

SD - SPRINKLER DRAIN

SHT - SHEET

SK - SINK

SPEC - SPECIFICATIONS

SQ - SQUARE

STD - STANDARD

STRUC - STRUCTURAL OR STRUCTURE

SUC - SITE UTILITY CONTRACTOR

TEMP - TEMPERATURE

TOB - TOP OF BEAM

TOD - TOP OF DUCT

TOE - TOP OF EQUIPMENT

TOF - TOP OF FOOTING

TOJ - TOP OF JOIST

TOP - TOP OF PIPE

TOS - TOP OF SLAB OR TOP OF STEEL

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VEL - VELOCITY

VIB - VALVE IN BOX

VOL - VOLUME

W/ - WITH

W/O - WITHOUT

WIV - WALL INDICATOR VALVE

WS - WATER SERVICE

VALVES AND FITTINGS

T

P

FOB

FOT

CONCENTRIC PIPE REDUCER

ECCENTRIC PIPE REDUCER

GAUGE - PRESSURE

GAUGE - TEMPERATURE OR THERMOMETER

UNION

CLEANOUT

STRAINER

STRAINER - WITH A BLOW DOWN VALVE AND HOSE

CONNECTION

VALVE - DRAIN WITH HOSE END CONNECTION

VALVE - PRESSURE REGULATING

VALVE - SAFETY RELIEF. PIPE DISCHARGE AIR

GAPPED TO FLOOR DRAIN UNLESS NOTED

OTHERWISE.

PLUG - PRESSURE AND TEMPERATURE TEST

TRAP PRIMER

GAUGE - VACUUM WITH STOP

CLEANOUT - TO GRADE OR FINISHED FLOOR

END CAP

MIXING FAUCET

PLUG

HOSE BIB

WALL HYDRANT

VALVE - PLUG

VALVE - SHUTOFF AND BOX

VALVE - SHUTOFF ON RISER

V

VB

TP

CO

VALVE - SOLENOID

S

P/T VALVE - PRESSURE AND TEMPERATURE SAFETY

RELIEF. PIPE DISCHARGE AIR GAPPED TO

FLOOR DRAIN UNLESS NOTED OTHERWISE.

VALVE - CHECK

VALVE - SHUTOFF: BALL, GATE, BUTTERFLY VALVE

(REFER TO SPECIFICATIONS FOR REQUIRED TYPE

BASED ON APPLICATIONS)

AUTOMATIC FLOW CONTROLLER WITH P/T PLUG IN

AND OUT

VALVE - COMBINATION SHUTOFF AND

BALANCING (REFER TO SPECIFICATIONS FOR

REQUIRED TYPE BASED ON APPLICATIONS)

A1

P1 P1OR

A1

OH

P2

B

P2

GENERAL FLOOR PLAN NOTES

RISER OR STACK NUMBER

DETAIL: B = DETAIL DESIGNATION

P2 = SHEET WHERE DETAIL IS LOCATED

FIRE SUPPRESSION HAZARD CLASSIFICATION AND

HAZARD CLASSIFICATION GROUP

SECTION: 1 = SECTION DESIGNATION

P2 = SHEET WHERE DETAIL IS LOCATED

EQUIPMENT REFERENCE. LETTER DESIGNATION

VARIES. REFER TO SCHEDULES.

EQUIPMENT, DEVICE, OR PLUMBING FIXTURE MARK.

LETTER DESIGNATIONS REFER TO SCHEDULES.

CONNECT TO EXISTING

PLAN NOTE. APPLIES ONLY TO THE SHEET WHICH

IT IS SHOWN UNLESS NOTED OTHERWISE.

DETAIL NOTE. APPLIES ONLY TO THE ASSOCIATED DETAIL.

"UP TO" SYMBOL (ITEM ON FLOOR ABOVE)

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE REMOVED

EXPANSION JOINT

WATER METERM

PIPING SYMBOLS

BOTTOM CONNECTION (45°)

BRANCH TEE CONNECTION (NOTE:

BULLHEAD TEE'S ARE NOT PERMITTED)

DIRECTION OF PITCH

DROP

ELBOW DOWN

ELBOW UP

FLOW DIRECTION DESIGNATION

PUMP

RISE

TOP CONNECTION (45°)

TOP CONNECTION (90°)

BOTTOM CONNECTION (90°)

D

R

PIPE RISER

BC

TC

FLEX PIPING

FIRE SUPPRESSION SYMBOLS

PIPING DESIGNATIONS

FS

PIV

S

CONCEALED PENDENT SPRINKLER

FIRE HYDRANT

FLOW SWITCH

GATE VALVE OS&Y

INSTITUTIONAL PENDENT SPRINKLER

PENDENT SPRINKLER

POST INDICATOR VALVE

RECESSED PENDENT SPRINKLER

SIDE WALL SPRINKLER

SUPERVISED VALVE

UPRIGHT SPRINKLER

FIRE DEPARTMENT VALVE

SPRINKLER PIPE (DRY)

FIRE SUPPRESSION (STANDPIPE/

SPRINKLER MAIN)

FIRE SERVICE

PRE-ACTION / DELUGE SPRINKLER PIPE

SPRINKLER PIPE (WET)

SPRINKLER DRAIN PIPE

DS

F

FS

PS

S

SD

COMMMMBINATION FIRE SUPPRESSION &

DOMESTIC WATER SERVICE

CWS

LOCATION: FIRE PUMP - SUB-BASEMENT OF BUILDING 01

STATIC PRESSURE: 140 PSI

RESIDUAL PRESSURE: 120 PSI

FLOW: 754 GPM

DATE: JULY 25, 2018

BASIS OF DESIGN FLOW TEST DATA

A PROVIDE A COMPLETE FIRE SUPPRESSION SPRINKLER SYSTEM IN THE

RENOVATED AREA.

B COORDINATE WORK WITH VAMC, PHASING PLAN AND OTHER TRADES. OFFSET

AND/OR RELOCATE EXISTING SERVICES TO ACCOMMODATE NEW WORK OF

OTHER TRADES.

C DESIGN SERVICES SHALL FOLLOW ALL VA STANDARD DESIGN PRACTICES,

DETAILS, SPECIFICATIONS AND SITE SPECIFIC COR REQUIREMENTS AS WELL AS

WORK SHOWN ON THESE DOCUMENTS. ALL DEVIATIONS FROM

AFOREMENTIONED REQUIREMENTS SHALL BE APPROVED BY THE COR.

THE ENTIRE SPRINKLER SYSTEM SHALL CONFORM TO VAMC STANDARDS, RULES

AND REGULATIONS. REFER TO VA FIRE PROTECTION DESIGN MANUAL.

D VERIFY THAT THERE IS ADEQUATE SPACE TO INSTALL ALL NEW PIPING

REQUIRED TO COMPLETE THIS WORK.

E ALL SPRINKLER PIPING IS LOCATED ABOVE THE CEILING (AT THE BOTTOM OF

STRUCTURE IN EXPOSED STRUCTURAL AREAS), UNLESS OTHERWISE INDICATED.

F THE BASIS OF DESIGN OF SPACING AND SIZING FOR THE COMPLETE FIRE

SUPPRESSION SPRINKLER SYSTEM SHALL BE FOR A WET PIPE SYSTEM

FOR A:

1 LIGHT HAZARD AREA LIMITED TO A MAXIMUM OF 225 SQ. FT. PER SPRINKLER

WITH THE DENSITY OF 0.10 GPM/SQ. FT. OVER THE MOST REMOTE 1500 SQ.

FT. PROVIDE AN ADDITION OF 100 GPM HOSE ALLOWANCE. (PATIENT CARE,

TREATMENT AND CUSTOMARY ACCESS AREAS.)

2 ORDINARY HAZARD (GROUP 1) LIMITED TO A MAXIMUM OF 130 SQ. FT. PER

SPRINKLER WITH A DENSITY OF 0.15 GPM/SQ. FT. PROVIDE AN ADDITION OF

250 GPM HOSE ALLOWANCE. (LABORATORIES, MECHANICAL EQUIPMENT,

ELECTRIC CLOSETS, ELECTRICAL SWITCHGEAR AND REPAIR ROOMS)

3 ORDINARY HAZARD (GROUP 2) LIMITED TO A MAXIMUM OF 130 SQ. FT. PER

SPRINKLER WITH A DENSITY OF 0.20 GPM/ SQ. FT. PROVIDE AN ADDITION OF

250 GPM HOSE ALLOWANCE. (STORAGE AREAS, TRASH, FILE STORAGE, CLEAN &

SOILED LINEN, PHARMACY AND ASSOCIATED STORAGE, LAUNDRY, KITCHENS

AND ASSOCIATED STORAGE, RETAIL AND ASSOCIATED STORAGE, BOILER PLANTS,

ENERGY CENTERS, WAREHOUSES.)

NOTE: ALL AREAS ARE LIGHT HAZARD UNLESS OTHERWISE NOTED.

G SPRINKLERS:

PROVIDE SPRINKLER LOCATIONS, SIZING AND RELATED PIPING.

SPRINKLER PIPING SHALL BE 1" MINIMUM SIZE.

SPRINKLERS (UNLESS OTHERWISE NOTED):

EXPOSED AREAS - UPRIGHT OR PENDENT TYPE - STANDARD BRASS

CEILING AREAS - RECESSED PENDENT TYPE

ALL HEADS SHALL BE UL LISTED AND FM APPROVED.

SPRINKLERS SHALL BE "QUICK RESPONSE" TYPE IN ALL AREAS EXCEPT HIGH

TEMPERATURE AREAS, TELECOMMUNICATION SPACES, ELECTRICAL SWITCHGEAR,

ELEVATOR SHAFTS & MACHINE ROOMS, PHARMACY COMPOUNDED STERILE

PRODUCTS (CSP) OR CLEAN ROOMS.

ALL PENDENT TYPE SPRINKLERS LOCATED IN SUSPENDED CEILING TILE AREAS

SHALL BE LOCATED IN THE CENTER OF THE CEILING TILE.

H ALL SPRINKLER LOCATIONS AND PIPING MUST BE COORDINATED WITH ALL

EQUIPMENT KINDRED TO OTHER TRADES. SPRINKLER LOCATIONS MUST BE

APPROVED BY THE ARCHITECT BEFORE WORK COMMENCES. REFER TO THE

ARCHITECTURAL AND REFLECTIVE CEILING PLANS FOR ADDITIONAL INFORMATION

ON ALL CEILING TYPES, HEIGHTS AND OTHER ARCHITECTURAL FEATURES.

I ANNULAR SPACE AT PIPE AND OTHER SIMILAR PENETRATION OF FIRE RATED

ASSEMBLIES SHALL BE FIRE STOPPED. REFER TO SPECIFICATIONS FOR FIRE

STOPPING. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION, LAYOUT

AND FIRE RATING OF FLOORS, WALLS, PARTITIONS AND OTHER BUILDING

ELEMENTS.

J ALL SPRINKLER ZONES SHALL MATCH SMOKE COMPARTMENTS.

REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION ON SMOKE

COMPARTMENTS, SMOKE PARTITIONS AND FIRE BARRIERS.

K SPRINKLER SYSTEM PIPING AND FITTINGS SHALL BE IN ACCORDANCE WITH

NFPA 13.

1 PIPING SIZES 2" AND SMALLER SHALL BE BLACK STEEL SCHEDULE 40

WITH THREADED END CONNECTIONS.

2 PIPING SIZES 2.5" AND LARGER SHALL BE BLACK STEEL SCHEDULE 10

WITH GROOVED CONNECTIONS. GROOVES IN SCHEDULE 10 PIPING SHALL BE

ROLLED GROOVED ONLY.

FIRE SUPPRESSION DESIGN NOTES

P: 937-224-0861 www.heapy.com

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

PROJECT

NO.

STATE COA FIRM

NO.

/2

/2

:5

:2

A

M

VA Cincinnati CT Prep

04/18/2023

ABBREVIATIONS, LEGEND &

DRAWING INDEX

F001

RLCEWL

539-CSI-206

CINCINNATI, OHIO

Bid Documents 21027.00

2022-05059 01528

DRAWNG INDEX - FIRE SUPPRESSION

SHEET NUMBER SHEET NAME

F001 ABBREVIATIONS, LEGEND & DRAWING INDEX

FX102 PARTIAL SECOND FLOOR PLAN - FIRE SUPPRESSION

22.149-S22.6 10.6

Q -S

22.16

P-S

2 2

C214 Prep. Rm.

C214A Tlt.

C215 Control

C214B CT Scanner

AREA OF WORK

P: 937-224-0861 www.heapy.com

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

PROJECT

NO.

STATE COA FIRM

NO.

/2

/2

:5

:2

A

M

VA Cincinnati CT Prep

04/18/2023

PARTIAL SECOND FLOOR PLAN -

FIRE SUPPRESSION

FX102

RLCEWL

539-CSI-206

CINCINNATI, OHIO

Bid Documents 21027.00

2022-05059 01528

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

PARTIAL SECOND FLOOR PLAN - FIRE SUPPRESSION

PLAN NOTES

1. EXISTING AREA, PIPING OR ITEM OF EQUIPMENT (TYPE AS INDICATED) TO REMAIN.

2. LIMITS OF RENOVATED AREA REQUIRING EXISTING SPRINKLER SYSTEM MODIFICATIONS.

MODIFICATIONS…