539-CSI-205 Fluor. C-Arm_Bid Set_Drawings_11.19.21.pdf

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

X'-X''

X

X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGX SIGNAGE TAGX

XXXX

X

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

JOHN

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POE

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R E G I S

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VA Project No.

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 COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

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

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

TERRACON CONSULTING, INC.

ENVIRONMENTAL

611 LUNKEN PARK DRIVE

CINCINNATI, OH 45226

513.321.5816 P

/2 /2

:1

:3

A

M

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

COVER SHEET

G001

NSDF

19005.00

539-CSI-205

Cincinnati, OH

SITE PREP FOR FLUOROSCOPY

C-ARM

3200 Vine Street Cincinnati, Ohio 45220 PROJECT #: 539-CSI-205

BID DOCUMENTS

G001 COVER SHEET

G100 CODE DATA

AD101 DEMOLITION PLANS

A101 NEW WORK PLAN AND DETAILS

A121 REFLECTED CEILING PLANS

A401 INTERIOR ELEVATIONS AND DETAILS

AF101 FINISH PLANS AND DETAILS

S101 PARTIAL FRAMING PLANS AND DETAILS

FX001 LEGENDS, ABBREVIATIONS & INDEX OF DRAWINGS

FX101 PARTIAL SECOND FLOOR PLAN - FIRE SUPPRESSION

P001 LEGENDS, ABBREVIATIONS, & INDEX OF DRAWINGS

PP102 PARTIAL SECOND FLOOR PLANS

M001 LEGENDS, ABBREVIATIONS, & INDEX OF DRAWINGS

MD102 PARTIAL SECOND FLOOR PLAN - REMOVALS

MH102 PARTIAL SECOND FLOOR PLANS - DUCTWORK

MP102 PARTIAL SECOND FLOOR PLANS - PIPING

M501 DETAILS

M502 DETAILS

M601 SCHEDULES

M701 CONTROLS

E001 LEGENDS, ABBREVIATIONS, & INDEX OF DRAWINGS

ED102 PARTIAL SECOND FLOOR PLAN - REMOVALS

EJ102 PARTIAL SECOND FLOOR PLANS - NEW WORK

E501 DETAILS

E502 SCHEDULES & DETAILS

E601 PARTIAL SINGLE-LINE DIAGRAM

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 TECHNICAL REPRESENTATIVE.

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

VICINITY MAP

GRAPHIC SYMBOLS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

N N.T.S.Scale:

KEY PLAN - SECOND FLOOR

N

Revisions Date

0-HR Smoke Partition - NFPA 101-8.4

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

Fire Extinguisher

CODE LEGEND

F.E.

Area of Renovation - 1,139 sf

Travel Dist. to Exit:

Max. Allowable = 200' per 19.2.5.7.3.3 (B,2) Actual= 163'

Cath Lab Suite - Non-Sleeping Patient Care - 5,002 sf (hatched)

Travel Dist. to Smoke Barrier:

Max. Allowable = 200' per 19.3.7.1 (2) Actual= 108'

Travel Dist. to Exit Access Corridor:

Max. Allowable = 100' per 19.2.5.7.3.3 (A) Actual= 90'

F.E.

F.E.

F.E.

F.E.

F.E.

F.E.

Smoke Compartment - 18,626 sf

F.E.

F.E.

Radiology Spec Rm.

C216F

Transfer

C216E

Observation

C216D

Stor.

C221

Passage

C216H Cardiac Cath

Lab

C216

Equipment Room

C221A

JOHN

A.

POE

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VA Project No.

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

/2 /2

:1

:3

A

M

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

CODE DATA

G100

NSDF

19005.00

539-CSI-205

Cincinnati, OH

BID DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

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

LIFE SAFETY PLAN - PARTIAL SECOND FLOOR

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: 1,139 SF - Fluoroscopy C-Arm Renovation

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: 994 sf @ 240 sf/occ = 5 occup (NO CHANGE in area or occupant load) Storage: 145 sf @ 300 sf/occ = 1 occup (NO CHANGE in area or occupant load) Total: 1,139 sf

• 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

S

S S

S

S S

Radiology Spec Rm.

C216F

Observation

C216D

Transfer

C216E

Soil Ut.

C216B

Scope Wash

C216A

Passage

C216H

Scrub Area

C216G

Stor.

C221

Cardiac Cath Lab

C216

2.52

2.512.51

2.04

2.54

2.54

2.55

2.56

2.57

2.58

2.59

2.61

2.54

2.54

2.56 Corridor

C*2*9

Corridor

C*2*6

2.672.67

2.04

2.112.11

2.682.682.682.68

ALIGN

T1.1 T1.1 T1.1

M

IN

2.08 2.08 2.08

2.08

2.08

2.08

2.08

2.08

2.082.08

1.04

2.70

2.12

T1.1

T1.1

2.71

1.04

2.112.11

2.042.04

C216D

C216E

C216H

C216F

9'-2"

9'-3 1/2"

7'-0 1/2"

9'-9"

2.53

2.53

2.53

2.05

2.63

2.05

2.60

2.622.62

2.53

2.53

2.60

2.63

2.64

2.532.53

2.602.60

2.62

2.62

2.05

2.05

2.652.65

2.66

2.10

C*2*9

C*2*6

2.64

M

IN

2.10

2.66

2.53

Cardiac Cath Lab

C216

2.69

2.642.64

2.642.64

2.642.64

2.642.64

2.642.64

2.642.64

2.642.64

JOHN

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VA Project No.

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

/2 /2

:1

:1

A

M

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

DEMOLITION PLANS

AD101

NSDF

19005.00

539-CSI-205

Cincinnati, OH

BID DOCUMENTS

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. 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.

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

NOTES

1.04 Zipper door in temporary construction barrier.

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 any damage during construction.

2.08 Existing portable equipment and cabinet to be relocated by Owner prior to construction and reinstalled by Owner.

2.10 Remove and modify above-ceiling equipment support framing components as required.See structural drawings.

2.11 Existing wall and base cabinets to remain. Protect in place during construction.

2.12 Existing wall protection above counter to remain. Protect in place during construction.

2.51 Remove existing plastic laminate countertops and all

associated brackets/supports.

2.52 Remove existing shelf and standards and turn over to VA.

2.53 Remove existing suspended acoustical ceiling tile and grid, light fixtures, and other ceiling mounted devices.

2.54 Remove existing VCT floor finish and rubber base. Prep floor to receive new finishes.

2.55 Remove existing corner guard.

2.56 Remove existing sheet vinyl floor finish and integral cove base.

Prep floor to receive new finishes.

2.57 Remove existing floor-mounted equipment mounting plate.

Prep floor to receive new floor finishes.

2.58 Remove existing floor-mounted equipment. See MEP

Drawings for details.

2.59 Remove recessed equipment mounting plate. Patch and

repair recessed floor area to be flush with surrounding concrete slab.

2.60 Remove existing gypsum board ceiling and all fixtures and devices.

2.61 Remove existing wall as required for new temporary

construction door and frame.

2.62 Remove and salvage existing access panels for reinstallation.

2.63 Remove gypsum board soffit.

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

2.65 Existing ceiling-mounted equipment and rails to be removed by Owner's vendor. See General Note F.

2.66 Remove existing above-ceiling equipment support framing.

See Structural Drawings.

2.67 Remove and salvage existing wall-mounted storage units and tack boards for reinstallation.

2.68 Remove existing vinyl plank flooring and rubber wall base.

2.69 Remove and reinstall existing signage as required for above ceiling work.

2.70 Remove existing gypsum board and repair/patch as required for new valve cabinet installation. See Plumbing Drawings.

2.71 Remove and salvage for relocation thru-wall room pressure indicator.

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

DEMOLITION PLAN

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

CEILING DEMOLITION PLAN

Stor.

C221

Hemo Stor.

C225

Observation

C216D

Transfer

C216E

Radiology Spec Rm.

C216F

Scrub Area

C216G

Equip

C216J

Passage

C216H

10'-10"

11.01

N

K

A

A

A

S1.0

8.05

11.11

11.5211.52

11.5211.5211.5211.52

Corridor

C*2*9

Corridor

C*2*6

Cardiac Cath Lab

C216

C216

ALIGN

S1.0-L

11.52

11.5211.52

3.03

12.0112.01

T1.1 T1.1 T1.1

S2.0

S2.0

6"

1' - 0"

T1.1

T1.1

1.04

1.04

Equipment Room

C221A

23.04

2.09

SEE SCHED.

S E

E S

C H

E D

U L E

F

2"

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

SEE PLAN

1/2" 1/2"

9.21

9.09

9.21

H1

J1

9.23

7.82

8.02

9.08

7.82

8.02

1/2" 1/2"

9.23

2.03

2.03

N

K

Pharmacy Consult

C162

Exam

C163

Pharmacy Consult

C164

Work Area

C164A

Info

C166A

Clerks

C166

1.04

T1.1

T1.1

T1.1

2.09

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

2.03

9.21

9.02

9.80

9.23

IN

F

IL

L

D O

O R

O P

E N

IN

G

S1.0-L

F.V.

4 7/8"

IMAGING

SIDE

Smoke partition infill, lead-shielded. Install following construction completion.

9.819.81

9.80

9.24

T1.0

9.21

9.02

4 1/4"

Temporary partition to be removed following construction

OCCUP.

SIDE

RENOV.

SIDE

9.24

T1.1 Temporary partition to be removed following construction. Provide temporary plastic zipper door.

OCCUP.

SIDE

RENOV.

SIDE

9.04

9.05

9.05

9.80

S2.0

" 9.02

9.21

9.81

4 1/4"

9.21

9.02

9.80

S1.0

F.V.

4 7/8"

9.819.81

9.21

9.819.81

JOHN

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VA Project No.

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

/2 /2

:1

:0

A

M

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

NEW WORK PLAN AND DETAILS

A101

NSDF

19005.00

539-CSI-205

Cincinnati, OH

BID DOCUMENTS

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

E. Owner's Equipment Vendor is responsible for providing and installing new medical equipment. Contractor shall coordinate with C.O.R. to ensure all installation requirements and conditions are provided.

NOTES

1.04 Zipper door in temporary construction barrier.

2.03 Existing wall to remain.

2.09 Existing casework to remain. Protect in place during

construction.

3.03 7" dia. core drill. See Vendor Drawings.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

8.02 Temporary hollow metal frame.

8.05 Temporary construction entrance door and frame with locking hardware.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.04 Zip poles @ 24" o.c. Set top and bottom of zip poles into metal tracks.

9.05 Capture top and bottom of plastic under continuous steel track.

9.08 Metal framing box header.

9.09 Double metal framing at jambs, typ.

9.21 5/8" Type X gypsum board. Painted finish.

9.23 Lead-lined gypsum board. Provide min. lead thickness of 2.15

mm. Extend to 7'-0" A.F.F.

9.24 Flame-retardant 6 mil. plastic sheeting sealed to create negative air pressure inside work zone.

9.80 Acoustic insulation

9.81 Acoustic sealant.

11.01 New floor-mounted equipment mounting plate provided and installed by Owner's Vendor. See Medical Equipment Vendor Drawings.

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 Install salvaged shelving unit and tackboard.

23.04 Install relocated thru-wall air pressure indicator. Patch and paint each side of wall as required. See mechanical drawings

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

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

NEW WORK PLAN - SECOND FLOOR

DOOR SCHEDULE

DOOR #

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM TYPE MAT'L

SIZE

TYPE MAT'L HEAD JAMB# W H T

C216 C221A C216F F HM 1 3'-8" 7'-0" 1 3/4" 1 HM H1 J1 01

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

DOOR TYPES

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

FRAME TYPES

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

H.M. FRAME DETAILS

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

NEW WORK PLAN - FIRST FLOOR

Scale: 1" = 1'-0"

WALL TYPES

HARDWARE SET NO. 01

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

3 EA HINGE T4A3386 4.5 X 4.5 NRP 32D MC

1 EA STOREROOM LOCK ML2057 NSA C7 626 CR

1 EA DOOR CLOSER 1450 RW/PA - OR EQUIVALENT 689 LCN

1 EA GASKETING 188SBK PSA - OR EQUIVALENT BK ZER

1 EA SWEEP 8035 B84#6 X 5/8" MIL HA

1 EA CORE CR8000-7 626 CR

S S

SS

F

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / soffit - painted

Access panel

X'-X'' Ceiling Height

11.0211.02

C216H

C216D

C216E C216F

8'-0"

8'-0"

9'-2"

7'-0 1/2"

9'-2 1/4"

1814 22.320

P

N

K

10'-10"

8'-0"

A121

A121

8.018.01

4'-0" 6'-9 1/2" 6'-4 1/2" 4'-5 1/2"

8'-8" 8'-8"

C221

5.115.11

5.11

11.02

ALIGN

8'-0"

C216

C216G

2.642.64

2.05

2.05

2.05

2.05

26.04

2.642.64

2.642.64

2.642.64

2.642.64

2.642.64

2.642.64

C221A

2.642.64

26.04

1'-4 3/4" 2'-7 1/4"

5' - 9"

1' - 0"

4' - 11 1/2"

1' - 0"

7' - 4 5/8"

2' - 10"

2' - 0" 4' - 9"

5.11

11.11

N

K

Clerks

C166

Pharmacy Consult

C164

Info

C166A

2.642.64

11.03

5.035.03

Work Room

C164A

T1.1

T1.1

T1.1

11.11

1814 3

9.27

9.27 11.0211.02

4' - 5 1/2"6' - 4 1/2"4' - 0"

/4

/4

6' - 9 1/2"

10' - 10"10' - 9 1/2"

MB-3A-THIRD

FLOOR

751'-11"

N

2.052.05

2.05

9.26

JOHN

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VA Project No.

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

/2 /2

:1

:0

A

M

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

REFLECTED CEILING PLANS

A121

NSDF

19005.00

539-CSI-205

Cincinnati, OH

BID DOCUMENTS

GENERAL NOTES

A. All wood blocking shall be fire retardant.

B. Repair damage to spray-applied fireproofing where new connections to existing steelare 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-2 unless noted otherwise.

F. New suspended acoustic ceilings shall be ACT-1 unless noted otherwise.

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

NOTES

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

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

5.03 Steel framing members. See Structural Drawings.

5.11 New equipment framing. See Structural Drawings.

8.01 Ceiling-mounted metal access panel. Paint to match ceiling.

9.26 Remove gypsum board face of soffit and modify framing to remove and install ductwork. Repair and paint as required.

9.27 Gypsum board soffit.

11.02 New equipment rails mounted to unistrut framing. See

medical equipment vendor drawings.

11.03 Floor plate above. See Vendor Drawings.

11.11 Center/reference point for equipment installation. See

Medical Equipment Vendor Drawings.

26.04 Recessed j-box and cover, see electrical drawings and

equipment vendor drawings.

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

REFLECTED CEILING PLAN - SECOND FLOOR

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

REFLECTED CEILING PLAN - FIRST FLOOR

Scale: 1/2" = 1'-0"3 SECTION THRU CEILING Scale: 1/2" = 1'-0"4

SECTION THRU CEILING

(LOOKING EAST)

(LOOKING SOUTH)

5"

11'-3 3/4" FIELD VERIFY

4 1/4"

B1

P-1

SS-1

RF-1

12.0112.01 P-1

B2

12'-1"

SS-1

RF-1

11.5211.5211.52

26.02 4'-0" 2" 3'-0"

B3

1'-0 1/2" 10"

5'-11" 11.04

11.5211.5211.52

11.04

RF-1

P-1

SS-1

26.03

11.52

B1

2'-1"

4"

2'-7"

/4

/4

6.26

6.27

6.28

9.60

26.02

4"

6.26

6.27

6.28

9.60

26.02

B3

2'-1"

/4

4"

B2

6.26

6.27

6.28

9.60

26.02

9.34

9.34

9.34

3 1/2"

26.03

JOHN

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VA Project No.

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

/2 /2

:1

:1

A

M

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

INTERIOR ELEVATIONS AND

DETAILS

A401

NSDF

19005.00

539-CSI-205

Cincinnati, OH

BID DOCUMENTS

NOTES

6.26 Solid surface over 3/4" MDF substrate w/ 4"H backsplash.

6.27 Wire management grommet. Coordinate exact location with

COTR.

6.28 Surface mounted support bracket, 12"H (max.) x 18"W (min.).

Coordinate brackets with existing raceway. Brackets shall be installed every 48" (max.) for proper surface support,

9.34 Paint existing raceway (P-1).

9.60 4"H Integral cove base to match (RF-1) at rooms C216D and C216E.

11.04 New wall-mounted equipment mounting plate. See Structural Drawings.

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

Vendor Drawings for details.

12.01 Install salvaged shelving unit and tackboard.

26.02 Existing raceway. See Electrical Drawings.

26.03 Existing continuous electrical duct.

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

Scale: 1/4" = 1'-0"1 C216D - Observation

Scale: 1/4" = 1'-0"2 C216D - Observation

Scale: 1/4" = 1'-0"3 C216E - Transfer

Scale: 1" = 1'-0"

CASEWORK SECTIONS

Radiology Spec Rm.

C216F

Observation

C216D

Transfer

C216E

RF-1

RF-1

RF-1

Passage

C216H

RF-1

CG-1CG-1

CG-1

Radiology Spec Rm.

C216F

Passage

C216H

Observation

C216D

Transfer

C216E

RES-1

RES-1

P-1

P-1

9.13

9.159.15

9.159.15

9.14

9.55

9.51

9.63

9.33

9.63

9.14

9.35

9.36

JOHN

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VA Project No.

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

/2 /2

:1

:1

A

M

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

FINISH PLANS AND DETAILS

AF101

NSDF

19005.00

539-CSI-205

Cincinnati, OH

BID DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

GENERAL FINISH PLAN NOTES

A. Provide resilient or metal transition strip at all flooring material junctures. Where materials transition at doors center of transition to be located on center of door. Refer to details for typical floor material transitions. Color selected by architect from manufacturers full range of colors.

B. All exposed gyp. ceilings and underside of bulkheads to be painted (P-2). Faces of bulkheads shall match the adjacent wall paint color.

C. All hollow metal doors and hollow metal frames to be painted both sides (P-3); unless noted otherwise.

D. Where new finishes would match existing finishes, or new finishes are not reqiured, maintain existing finishes where possible during demolition and construction phase for reuse. Patch and match existing finishes where disturbed by construction.

E. Provide all wall protection (I.E. corner guards, handrails, crash rails) where indicated on wall finish plan.

F. Finish tag under room name denotes all walls in room receive said material. Accent surface to be noted otherwise.

G. All flooring to be installed beneath all casework, storage cabinets, and shelving.

H. All rooms with rubber sheet flooring (RF-1) shall receive 6" height integral wall base. Match base with flooring material.

NOTES

9.13 Temporary Construction Door. Drywall to be patched and

painted to match existing.

9.14 Resilient Sheet Flooring

9.15 Paint gypsum partition to match existing.

9.33 Porcelian floor tile.

9.35 Metal edge trim.

9.36 Grout.

9.51 Luxury Vinyl Tile

9.55 Existing Concrete Slab

9.63 Resilient adapter strip.

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

FLOOR FINISH PLAN

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

WALL FINISH PLAN

FINISH LEGEND

CODE FINISH TYPE MANUFACTURER PRODUCT / COLOR COMMENTS

09 51 00 ACOUSTICAL CEILING

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG CLEAN ROOM VL #868, SQUARE EDGE, 24"X24", WHITE 15/16" PRELUDE PLUS XL GRID, WHITE

09 65 16 RESILIENT SHEET FLOORING

RF-1 RUBBER SHEET FLOORING (COLD WELDED) NORA NORAPLAN ENVIRONCARE, 2.0mm THICKNESS, COOKIE SWAP 7057 4"H (C216D, C216E) & 6"H (C216F, C216H) INTEGRAL COVE BASE

09 91 00 PAINTING

P-1 PAINT (FIELD) ICI WATER CHESTNUT 645 GLOSS LEVEL 4

P-2 PAINT (CEILING) ICI CEILING WHITE GLOSS LEVEL 1 (FLAT)

P-3 PAINT (HOLLOW METAL FRAMES) PPG MUSHROOM CAP 20YY 55/151 GLOSS LEVEL 5 (SEMI GLOSS)

09 96 59 RESINOUS SPECIALTY GLAZED COATING SYSTEMS FOR WALLS, CEILINGS, WALLBOARD, AND BLOCK CMU (RES-W1, RES-W2)

RES-1 RESINOUS SPECIALTY GLAZED COATING (WALLS) STONE HARD STONEGLAZE VSR, SMOOTH FINISH, COLOR TBD

10 26 00 WALL AND DOOR PROTECTION

CG-1 CORNER GUARD (VINYL) KOROSEAL/ KOROGUARD G200 K-8, CREAM, 3" WING

12 36 00 COUNTERTOPS

SS-1 SOLID SURFACE (COUNTERTOPS) CORIAN RICE PAPER

Scale: 3" = 1'-0"3 Detail - LVT to RF

Scale: 3" = 1'-0"4 Detail - PT to RF

S S

14 18

K

N

22'-0"

'-0

S101

S101

TABLE BASE PLATE

WT4X10.5 TYP

10'-0 15/16"

3'-

3/1 6"

14 18

K

N

22'-0"

'-0

NEW P1001 HANGER AT 26"OC.

S101

TYP

REMOVE EXISTING UNISTRUT

FRAMING THIS AREA AS

REQUIRED FOR NEW HVAC.

P1001.

P1001 TYPICAL AT FINISH

CEILING.

CABLE TRAY.

S101

1'-

1/1 6"

7'-0 15/16" 5'-11 13/16"

7'-

/8"

UN

O

2'- 2"

TY

P

P1000 BRACE, TYP.

P1000 HANGER.

EXIST W12X19

1'-

3/1 6"

WT4X10.5

1 9/16"

/16

/16

2'-

/2"

1'-9 5/8"

1 9/16"

TABLE BASE PLATE

ATTACHED TO SLAB ABOVE,

REFER TO MANUFACTURERS

DRAWINGS.

N 41 /4"

10'-0 15/16"

MB-2-SECOND FL

11'-11"

N

EXIST W12X19

WT4X10.5

EXIST W12X19

EXIST SLAB ON

METAL DECK.

L3X3X1/4 TYP.

TABLE BASE PLATE

MB-3A-THIRD FL

23'-11"

1'-0" TYP

EXISTING SLAB

ON METAL DECK.

UNISTRUT P1000

RAIL x 3'-6" LONG.

1/2" DIA HLITI KWIK BOLT TZ

3 1/4" EMBEDMENT

(3) ANCHOR MINIMUM.

EQUIPMENT RAIL.

P1000 HANGER.

P2348 CONNECTOR

(2) 1/2" DIA THRU BOLTS UPPER CONNECTION AND

(2) 1/2" DIA HEX WITH TOOTHED NUT BOTTOM CONNECTION.

P2348 CONNECTOR

(2) 1/2" DIA HEX WITH TOOTHED NUT TOP CONNECTION

(2) 1/2" THRU BOLTS LOWER CONNECTION.

P1000 BRACE. ATTACH

WITH P1026 FITTING WITH

1/2" DIA BOLTS BOTTOM

AND (1) P1067 FITTING TOP

(BRACE BYPASSES P1000

AND P1001).

ATTACH UPPER AND LOWER

P1001 WITH P1950 FITTING.

P1001 RAIL.

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: 100 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 OF RODS AND REBAR TO CONCRETE SHALL BE AS SHOWN IN THE STRUCTURAL DETAILS. UNLESS NOTED OTHERWISE, PROVIDE STANDARD HAS-E RODS AND

USE ONE OF THE FOLLOWING:

a. HILTI HIT-HY 200 HYBRID ADHESIVE ANCHORING SYSTEM.

b. HILTI HIT-RE 500-V3 EPOXY ADHESIVE ANCHORING SYSTEM.

c. POWERS PE1000+ EPOXY ADHESIVE ANCHORING SYSTEM.

d. SIMPSON SET-XP EPOXY ANCHORING ADHESIVE.

e. OTHER PRODUCTS MAY BE REQUIRED FOR TEMPERATURE AND SPECIAL CONDITIONS.

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

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

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

7. 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.

8. 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.

9. 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.

10. 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.

11. 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.

12. 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.

13. 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

1. 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.

GENERAL STRUCTURAL NOTES:

EXISTING SLAB.

HSS SHIM FULL LENGTH OF

WT IF REQUIRED, EXACT

GEOMETRY WILL VARY.

WT4, SEE PLAN.

TABLE MOUNTING PLATE ATTACHED

TO SLAB ABOVE. REFER TO

MANUFACTURER'S DRAWINGS.

MB-3A-THIRD FL

23'-11"

EXISTING SLAB

ON METAL DECK.

1/2" DIA HLITI KWIK BOLT TZ

3 1/4" EMBEDMENT.

P1000 HANGER.

P1000.

UNISTRUT P1001

RAIL. P1000 BRACE ATTACHED WITH

(2) P1026 FITTINGS WITH 1/2"

DIA BOLT AND UNISTRUT NUT

(BRACE BYPASSES P1000 AND

P1001).

ATTACH UPPER AND LOWER

P1001 WITH P1950 FITTING.

EQUIPMENT RAIL.

P2348 CONNECTOR

(2) 1/2" DIA THRU BOLTS UPPER CONNECTION AND

(2) 1/2" DIA HEX WITH TOOTHED NUT BOTTOM CONNECTION.

P2348 CONNECTOR

(2) 1/2" DIA HEX WITH TOOTHED NUT TOP CONNECTION

(2) 1/2" THRU BOLTS LOWER CONNECTION.

THP Limited, Inc.

100 E. Eighth Street, Ste. 300 Cincinnati, Ohio 45202 Phone: 513.241.3222 www.thpltd.com

Cincinnati • Cleveland

PROGRESS PRINT

NOT FOR CONSTRUCTION

JOHN POE ARCHITECTS

VA Project No.

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

NOT FOR CONSTRUCTION

11/3/2021 8:38:20 AM

/3

/2

8:

:2

AM

SITE PREP FOR

FLUOROSCOPY C-ARM

11/04/21

PARTIAL FRAMING PLANS AND

DETAILS

S101

JTBFJE

19005.00

539-CSI-205

Cincinnati, OH

BID DOCUMENTS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

1/8" = 1'-0"S101

A LEVEL 2 FRAMING PLAN

1/8" = 1'-0"S101

B LEVEL 3 FRAMING PLAN

Revisions Date

3/4" = 1'-0"S101

1 PLAN DETAIL

3/4" = 1'-0"S101

2 SECTION

1 1/2" = 1'-0"S101

3 SECTION

1 1/2" = 1'-0"S101

5 SECTION

CEILING CABLE JOINT BOX

THE FOLLOWING HARDWARE IS REQUIRED AT FOUR (4) LOCATIONS

CHANNEL NUTS

SOCKET HEAD CAP SCREWS 5/16” ɸ X 1 ½” – TORQUE TO 50 FT-LBS.

SPLIT LOCK WASHERS

4 METER MAVIG TRACK

THE FOLLOWING HARDWARE IS REQUIRED AT TWELVE (12) LOCATIONS

CHANNEL NUTS

LOW HEAD SOCKET HEAD CAP SCREWS 3/8” ɸ X 1 ½”– TORQUE TO 19 FT-LBS.

SPLIT LOCK WASHERS

FLAT WASHERS

LONGITUDINAL RAILS

THE FOLLOWING HARDWARE IS REQUIRED AT THIRTY-TWO (32) LOCATIONS

CHANNEL NUTS

SOCKET HEAD CAP SCREWS 1/2” ɸ X 1 ½” – TORQUE TO 50 FT-LBS.

SPLIT LOCK WASHERS

TYPICAL RACK CABINET FLOOR MOUNT

THE FOLLOWING HARDWARE IS REQUIRED AT THREE (3) LOCATIONS

(2) ¾” ɸ ADHESIVE ANCHORS, 3 ¼” EMBEDMENT

TYPICAL RACK CABINET LATERAL SUPPORT MOUNT

THE FOLLOWING HARDWARE IS REQUIRED AT THREE (3) LOCATIONS

(2) 7/16” ɸ SELF TAPPING SCREWS

LARGE MONITOR MANAGER ENCLOSURE

THE FOLLOWING HARDWARE IS REQUIRED AT THREE (1) LOCATION

(4) 1/2” ɸ SELF TAPPING SCREWS

(4) FENDER WASHERS

TROLLEYS

CONTRACTOR TO SUPPLY AND INSTALL UNISTRUT P2751 TROLLEYS. CONTACT CANON (EQUIPMENT

MANUFACTURER) INSTALLATION PROJECT MANAGER FOR APPLICABILITY AND QUANTITY OF

TROLLEYS. TROLLEYS TO HAVE VINYL WHEELS.

ADDITIONAL CONTRACTOR

SUPPLIED UNISTRUT EQUIPMENT

MOUNTING HARDWARE

1 1/2" = 1'-0"S101

4 SECTION

A PROVIDE A COMPLETE FIRE SUPPRESSION SPRINKLER SYSTEM IN THE

RENOVATED AREA.

B COORDINATE W ORK W ITH VAMC, PHASING PLAN AND OTHER TRADES. OFFSET

AND/ OR RELOCATE EXISTING SERVICES TO ACCOMMODATE NEW W ORK OF

OTHER TRADES.

C DESIGN SERVICES SHALL FOLLOW ALL VA STANDARD DESIGN PRACTICES,

DETAILS, SPECIFICATIONS AND SITE SPECIFIC COR REQUIREMENTS AS W ELL AS

W ORK SHOW N ON THESE DOCUMENTS. ALL DEVIATIONS FROM

AFOREMENTIONED REQUIREMENTS SHALL BE APPROVED BY THE COR.

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

REQUIRED TO COMPLETE THIS W ORK.

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

STRUCTURE IN EXPOSED STRUCTURAL AREAS), UNLESS OTHERW ISE INDICATED.

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

SUPPRESSION SPRINKLER SYSTEM SHALL BE FOR A W ET PIPE SYSTEM

HYDRAULICALLY CALCULATED FOR A:

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

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

FT. PROVIDE AN ADDITION OF 100 GPM HOSE ALLOW ANCE.

2 ALL MECHANICAL, ELECTRICAL AND SIMILAR SPACE AREAS SHALL BE

ORDINARY HAZARD (GROUP 1) LIM ITED TO A MAXIMUM OF 130 SQ. FT. PER

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

250 GPM HOSE ALLOW ANCE.

3 ALL STORAGE, TRASH, FILE STORAGE AND SIMILAR SPACE AREAS SHALL BE

ORDINARY HAZARD (GROUP 2) LIM ITED TO A MAXIMUM OF 130 SQ. FT. PER

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

250 GPM HOSE ALLOW ANCE.

G PROVIDE SPRINKLER LOCATIONS AND RELATED PIPING.

H THE ENTIRE SPRINKLER SYSTEM SHALL CONFORM TO VAMC STANDARDS, RULES

AND REGULATIONS. REFER TO VA FIRE PROTECTION DESIGN MANUAL.

I CAREFULLY COORDINATE THE LOCATION OF ALL SPRINKLERS AND PIPING W ITH

ALL OTHER TRADES AND THE ARCHITECT.

J VERIFY THE LOCATION OF ALL LIGHTING FIXTURES AND AIR DEVICES BEFORE

INSTALLATION OF SPRINKLERS.

K PROVIDE SPRINKLER PIPING LAYOUT AND SIZING.

L ALL SPRINKLER LOCATIONS MUST BE COORDINATED W ITH ALL EQUIPMENT

KINDRED TO OTHER TRADES. SPRINKLER LOCATIONS MUST BE APPROVED BY

THE ARCHITECT BEFORE W ORK COMMENCES. REFER TO THE ARCHITECTURAL

AND REFLECTIVE CEILING PLANS FOR ADDITIONAL INFORMATION ON ALL CEILING

TYPES, HEIGHTS AND OTHER ARCHITECTURAL FEATURES.

M MAKE NECESSARY FLOW TESTS, LAYOUT SYSTEMS, OBTAIN APPROVALS FROM

THE AUTHORITIES HAVING JURISDICTION PRIOR TO BEGINNING ANY

FABRICATION OR INSTALLATION W ORK.

N SPRINKLER PIPING SHALL BE 1" MINIMUM SIZE.

O SPRINKLERS (UNLESS OTHERW ISE NOTED):

EXPOSED AREAS - UPRIGHT OR PENDENT TYPE - STANDARD BRASS

CEILING AREAS - RECESSED PENDENT TYPE

ALL HEADS SHALL BE UL LISTED AND FM APPROVED.

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

TEMPERATURE AREAS.

Q ALL PENDENT TYPE SPRINKLERS LOCATED IN SUSPENDED CEILING TILE AREAS

SHALL BE LOCATED IN THE CENTER OF THE CEILING TILE.

R 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 DRAW INGS FOR CONSTRUCTION, LAYOUT

AND FIRE RATING OF FLOORS, W ALLS, PARTITIONS AND OTHER BUILD ING

ELEMENTS.

S A FLOW TEST IS REQUIRED. REFER TO SPECIFICATION SECTION 21 13 13 FOR

FLOW TEST INFORMATION.

T ALL SPRINKLER ZONES SHALL MATCH SMOKE COMPARTMENTS.

U REFER TO ARCHITECTURAL DRAW INGS FOR INFORMATION ON SMOKE

COMPARTMENTS, SMOKE PARTITIONS AND FIRE BARRIERS.

V PHASING: REFER TO ARCHITECTURAL DRAW INGS FOR AN OUTLINE OF PROJECT

PHASING. ADDITIONAL NOTES DESCRIBING PHASING DETAILS MAY BE INCLUDED

THROUGHOUT THIS DRAW ING SET. INCLUDE ALL LABOR AND MATERIAL TO

ACCOMMODATE PHASING.

W BID ITEMS: REFER TO ARCHITECTURAL DRAW ING AND SPECIFICATION SECTION

01 00 00 FOR AN OUTLINE OF BID ITEMS. ADDITIONAL NOTES DESCRIBING BID

ITEM DETAILS MAY BE INCLUDED THROUGHOUT THIS DRAW ING SET.

X SPRINKLER SYSTEM PIPING AND FITTINGS SHALL BE IN ACCORDANCE W ITH

NFPA 13.

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

W ITH THREADED END CONNECTIONS.

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