S02. VA RRKW Bid Issue Drawings G-Q Updated.pdf

R E G

I STERED ARC

H

I T E C T

MICHAEL

LIPOWSKI

12451

ST

AT

E OF OHIO

Michael Lipowski, License #12451 Expiration Date 12/31/2023

EAST BLVD.

E.

S

T.

EA

ST

B

LV

D

MAGNOLIA DR.

HA

ZE

L

DR

E. 108 ST.

MT. SINAI DR.

MARTIN LUTHER KING DR.

on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

VA FORM 08-6231, OCT 1978

2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

A B

C D

E F

6"

6"

6"

6"

LOUIS STOKES CLEVELAND VA MEDICAL CENTER

10701 EAST BLVD. CLEVELAND, OH. 44106

PROJECT NO.

DRAWING INDEX

U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

ARCH JOB NO.:

SITE PLAN

Scale = None

True North

F F & H now IMEG Mechanical & Electrical Engineers 672 East Royalton Road, Broadview Heights, Ohio 44147

Plan North

Perspectus Architecture LLC Architect 1300 East 9th Street, Suite 910 Clleveland, Ohio 44114

Barber & Hoffman, Inc.

Structural Engineer 2217 East 9th Street, Suite 350, Cleveland, Ohio 44115

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

BID ISSUE

FULLY SPRINKLERED

Phase

CLEVELAND, OHIO

Drawing Title

Approved:

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

ARCHITECT OF RECORDCONSULTANT

GENERAL

0-G-000 COVER SHEET

0-G-001 REFERENCE INFORMATION

0-G-002 UL DESIGN J201 (FOR REFERENCE ONLY)

0-G-003 PHASING PLANS

1-G-104 PHASE 1 - SECOND FLOOR LIFE SAFETY PLAN

1-G-105 PHASE 1 - PENTHOUSE LIFE SAFETY PLAN

2-G-102 PHASE 2 - BASEMENT LIFE SAFETY PLAN

2-G-103 PHASE 2 - FIRST FLOOR LIFE SAFETY PLAN

ARCHITECTURAL

0-AE-601 PHASES 1 & 2 - DOOR SCHEDULE AND DETAILS

1-AD-104 PHASE 1 - SECOND FLOOR DEMOLITION PLAN

1-AD-105 PHASE 1 - ROOF / PENTHOUSE DEMOLITION PLAN

2-AD-102 PHASE 2 - BASEMENT DEMOLITION PLAN

2-AD-103 PHASE 2 - FIRST FLOOR DEMOLITION PLAN

1-AE-114 PHASE 1 - SECOND FLOOR PLAN

1-AE-115 PHASE 1 - ROOF / PENTHOUSE PLAN

1-AE-116 PHASE 1 - PENTHOUSE ROOF PLAN

2-AE-112 PHASE 2 - BASEMENT PLAN

2-AE-113 PHASE 2 - FIRST FLOOR PLAN

1-AE-122 PHASE 1 - BASEMENT INFECTION CONTROL PLAN

1-AE-123 PHASE 1 - FIRST FLOOR INFECTION CONTROL PLAN

1-AE-124 PHASE 1 - SECOND FLOOR REFLECTED CEILING PLAN

2-AE-122 PHASE 2 - BASEMENT REFLECTED CEILING PLAN

2-AE-123 PHASE 2 - FIRST FLOOR REFLECTED CEILING PLAN

1-AE-201 PHASE 1 - EXTERIOR ELEVATIONS

1-AE-301 BUILDING SECTION & WALL SECTIONS

1-AE-411 PHASE 1 - INTERIOR ELEVATIONS - LABS

1-AE-412 PHASE 1 - INTERIOR ELEVATIONS - LABS

2-AE-413 PHASE 2 - INTERIOR ELEVATIONS - DIALYSIS & ADMINISTRATION

1-AE-501 PHASE 1 - ROOF DETAILS

1-AE-502 PHASE 1 - ROOF DETAILS

1-AE-521 PHASE 1 - CASEWORK AND INTERIOR DETAILS - LABS

2-AE-522 PHASE 2 - MILLWORK AND INTERIOR DETAILS - DIALYSIS & ADMINISTRATION

MECHANICAL

0-M-001 HVAC SYMBOLS AND GENERAL NOTES

0-M-301 MECHANICAL SECTIONS

0-M-501 HVAC DETAILS

0-M-502 HVAC DETAILS

0-M-503 HVAC DETAILS

0-M-601 AC-24 SCHEDULE AND DETAILS

0-M-602 KWING-EF-24 SCHEDULE AND DETAILS

0-M-603 AC-25 SCHEDULE AND DETAILS

0-M-604 HVAC SCHEDULES

0-M-605 HVAC SCHEDULES

0-M-701 TEMPERATURE CONTROLS

0-M-702 TEMPERATURE CONTROLS

0-M-703 TEMPERATURE CONTROLS

0-M-704 TEMPERATURE CONTROLS

0-M-801 BASEMENT HVAC ROOM BALANCE PLAN

0-M-802 FIRST AND SECOND FLOOR HVAC ROOM BALANCE PLANS

1-MD-102 PHASE 1 - BASEMENT HVAC DUCTWORK DEMOLITION PLAN

1-MD-104 PHASE 1 - SECOND FLOOR HVAC DUCTWORK DEMOLITION PLAN

1-MD-105 PHASE 1 - ROOF HVAC DEMOLITION PLAN

1-MD-114 PHASE 1 - SECOND FLOOR HVAC PIPING DEMOLITION PLAN

1-MD-405 PHASE 1 - ENLARGED FAN PENTHOUSE MECHANICAL DEMOLITION PLAN

1-MD-415 PHASE 1 - ENLARGED AIR HANDLING UNIT PENTHOUSE MECH DEMO PLAN

2-MD-102 PHASE 2 - BASEMENT HVAC DUCTWORK DEMOLITION PLAN

2-MD-103 PHASE 2 - FIRST FLOOR HVAC DUCTWORK DEMOLITION PLAN

2-MD-105 PHASE 2 - ROOF HVAC DEMOLITION PLAN

2-MD-112 PHASE 2 - BASEMENT HVAC PIPING DEMOLITION PLAN

2-MD-113 PHASE 2 - FIRST FLOOR HVAC PIPING DEMOLITION PLAN

2-MD-405 PHASE 2 - ENLARGED FAN PENTHOUSE MECHANICAL DEMOLITION PLAN

2-MD-415 PHASE 2 - ENLARGED AIR HANDLING UNIT PENTHOUSE MECH DEMO PLAN

1-MH-102 PHASE 1 - BASEMENT HVAC DUCTWORK PLAN

1-MH-103 PHASE 1 - FIRST FLOOR HVAC DUCTWORK PLAN

1-MH-104 PHASE 1 - SECOND FLOOR HVAC DUCTWORK PLAN

1-MH-105 PHASE 1 - ROOF / PENTHOUSE HVAC PLAN

ELECTRICAL

0-E-001 ELECTRICAL LEGEND AND GENERAL NOTES

0-E-501 ACCESS CONTROL PANEL DETAIL AND GENERAL NOTES

0-E-502 ACCESS-CONTROLLED DOOR DETAILS AND NOTES

0-E-503 FIRE ALARM SYSTEM RISER DIAGRAM AND GENERAL NOTES

0-E-504 TYPICAL FIRE ALARM EQUIPMENT PANEL DETAIL

0-E-505 ELECTRICAL DETAILS

0-E-506 ELECTRICAL DETAILS

0-E-507 ELECTRICAL DETAILS

0-E-601 LIGHTING FIXTURE SCHEDULE AND DETAILS

0-E-602 PANELBOARD SCHEDULES (ESSENTIAL EQUIPMENT)

0-E-603 PANELBOARD SCHEDULES (CRITICAL AND LIFE SAFETY)

0-E-604 PANELBOARD SCHEDULES (NORMAL)

0-E-701 POWER DISTRIBUTION LEGEND AND GENERAL NOTES

0-E-702 DEMOLITION ONE-LINE DIAGRAM

0-E-703 SUBSTATION K ONE-LINE DIAGRAM

0-E-704 PALMSLAB WAREHOUSE SUBSTATION ONE-LINE DIAGRAM

1-ED-104 PHASE 1 - PARTIAL SECOND FLOOR ELECTRICAL DEMOLITION PLAN

1-ED-105 PHASE 1 - PARTIAL ROOF / PENTHOUSE ELECTRICAL DEMOLITION PLAN

2-ED-102 PHASE 2 - PARTIAL BASEMENT LIGHTING DEMOLITION PLAN

2-ED-103 PHASE 2 - PARTIAL FIRST FLOOR ELECTRICAL DEMOLITION PLAN

2-ED-105 PHASE 2 - PARTIAL ROOF / PENTHOUSE ELECTRICAL DEMOLITION PLAN

0-EK-102 PARTIAL BASEMENT ELECTRICAL KEY PLAN

0-EK-103 PARTIAL FIRST FLOOR ELECTRICAL KEY PLAN

0-EK-104 PARTIAL SECOND FLOOR ELECTRICAL KEY PLAN

0-EK-105 PARTIAL THIRD FLOOR ELECTRICAL KEY PLAN

1-EL-104 PHASE 1 - PARTIAL SECOND FLOOR LIGHTING PLAN

1-EL-105 PHASE 1 - PARTIAL ROOF / PENTHOUSE LIGHTING PLAN

2-EL-102 PHASE 2 - PARTIAL BASEMENT LIGHTING PLAN

2-EL-103 PHASE 2 - PARTIAL FIRST FLOOR LIGHTING PLAN

2-EL-105 PHASE 2 - PARTIAL ROOF / PENTHOUSE LIGHTING PLAN

1-EP-104 PHASE 1 - PARTIAL SECOND FLOOR POWER PLAN

1-EP-105 PHASE 1 - PARTIAL ROOF / PENTHOUSE MECH CONN PLAN

2-EP-103 PHASE 2 - PARTIAL FIRST FLOOR POWER PLAN

2-EP-105 PHASE 2 - PARTIAL ROOF / PENTHOUSE MECH CONN PLAN

1-EY-101 PHASE 1 - PARTIAL BASEMENT FIRE ALARM PLAN

1-EY-103 PHASE 1 - PARTIAL SECOND FLOOR FA AND SECURITY PLAN

1-EY-105 PHASE 1&2 - PARTIAL ROOF / PENTHOUSE FA AND SECURITY PLAN

2-EY-103 PHASE 2 - PARTIAL FIRST FLOOR FA AND SECURITY PLAN

PLUMBING

0-P-001 PLUMBING SYMBOLS, SCHEDULES AND NOTES

0-P-501 PLUMBING DETAILS

0-P-901 PHASE 1 - PLUMBING ISOMETRICS

0-P-902 PHASE 2 - PLUMBING ISOMETRIC

1-PD-103 PHASE 1 - FIRST FLOOR PLUMBING DEMOLITION PLAN

1-PD-104 PHASE 1 - SECOND FLOOR PLUMBING DEMOLITION PLAN

1-PD-105 PHASE 1 - ROOF / PENTHOUSE PLUMBING DEMOLITION PLAN

1-PD-114 PHASE 1 - SECOND FLOOR LABORATORY GAS AND VACUUM DEMO PLAN

2-PD-102 PHASE 2 - BASEMENT PLUMBING DEMOLITION PLAN

2-PD-103 PHASE 2 - FIRST FLOOR PLUMBING DEMOLITION PLAN

2-PD-113 PHASE 2 - FIRST FLOOR LABORATORY GAS AND VACUUM DEMOLITION PLAN

1-PL-102 PHASE 1 - BASEMENT PLUMBING PLAN

1-PL-103 PHASE 1 - FIRST FLOOR PLUMBING PLAN

1-PL-104 PHASE 1 - SECOND FLOOR PLUMBING PLAN

1-PL-105 PHASE 1 - ROOF PLUMBING PLAN

2-PL-102 PHASE 2 - BASEMENT PLUMBING PLAN

2-PL-103 PHASE 2 - FIRST FLOOR PLUMBING PLAN

2-PL-104 PHASE 2 - SECOND FLOOR PLUMBING PLAN

2-PL-105 PHASE 2 - ROOF PLUMBING PLAN

1-PG-112 PHASE 1 - BASEMENT LABORATORY GAS AND VACUUM PLAN

1-PG-114 PHASE 1 - SECOND FLOOR LABORATORY GAS AND VACUUM PLAN

2-PG-112 PHASE 2 - BASEMENT MEDICAL GAS AND VACUUM PLAN

2-PG-113 PHASE 2 - FIRST FLOOR MEDICAL GAS AND VACUUM PLAN

TECHNOLOGY

0-T-001 TECHNOLOGY LEGEND AND GENERAL NOTES

0-T-501 TECHNOLOGY DETAILS

0-T-502 TECHNOLOGY RACK DETAILS

0-T-503 TECHNOLOGY GROUNDING DETAIL

0-T-504 TECHNOLOGY RISER DIAGRAM

0-T-505 SMART BUILDING SYSTEM (SBS) RISER DIAGRAM

0-T-506 NURSE CALL SYSTEM RISER DIAGRAMS AND NOTES

0-T-507 HILL-ROM NURSECALL BACK BOX DETAILS

0-TK-103 PARTIAL FIRST FLOOR TECHNOLOGY KEY PLAN

0-TK-104 PARTIAL SECOND FLOOR TECHNOLOGY KEY PLAN

0-TK-105 PARTIAL THIRD FLOOR TECHNOLOGY KEY PLAN

1-TD-104 PHASE 1 - PARTIAL SECOND FLOOR TECHNOLOGY DEMOLITION PLAN

2-TD-103 PHASE 2 - PARTIAL FIRST FLOOR TECHNOLOGY DEMOLITION PLAN

1-T-104 PHASE 1 - PARTIAL SECOND FLOOR TECHNOLOGY PLAN

1-T-105 PHASE 1 - PARTIAL ROOF / PENTHOUSE TECHNOLOGY PLAN

2-T-103 PHASE 2 - PARTIAL FIRST FLOOR TECHNOLOGY PLAN

2-T-105 PHASE 2 - PARTIAL ROOF / PENTHOUSE TECHNOLOGY PLAN

STRUCTURAL

0-S-001 GENERAL NOTES

0-S-002 SPECIAL INSPECTIONS

0-S-101 PHASES 1 & 2 - PARTIAL STRUCTURAL PLANS

0-S-102 PHASES 1 & 2 - PARTIAL STRUCTURAL PLANS

0-S-201 SECTIONS AND TYPICAL DETAILS

EQUIPMENT

1-Q-104 PHASE 1 - SECOND FLOOR EQUIPMENT PLAN

2-Q-103 PHASE 2 - FIRST FLOOR EQUIMENT PLAN

INTERIOR DESIGN

1-AI-104 PHASE 1 - SECOND FLOOR FINISH PLAN AND SCHEDULE

2-AI-103 PHASE 2 - FIRST FLOOR FINISH PLAN AND SCHEDULE

HAZARDOUS MATERIALS ABATEMENT

0-HA-001 STANDARD ASBESTOS ABATEMENT DETAILS

1-HA-104 PHASE 1 - SECOND FLOOR ASBESTOS ABATEMENT PLAN

1-HA-105 PHASE 1 - ROOF / PENTHOUSE ASBESTOS ABATEMENT PLAN

2-HA-103 PHASE 2 - FIRST FLOOR ASBESTOS ABATEMENT PLAN

FIRE PROTECTION

0-FX-001 FIRE PROTECTION LEGEND, DETAILS AND NOTES

1-FX-102 PHASE 1 - BASEMENT FIRE PROTECTION PLAN

1-FX-104 PHASE 1 - SECOND FLOOR FIRE PROTECTION PLAN

1-FX-105 PHASE 1 - ROOF / PENTHOUSE FIRE PROTECTION PLAN

2-FX-103 PHASE 2 - FIRST FLOOR FIRE PROTECTION PLAN

2-FX-105 PHASE 2 - ROOF / PENTHOUSE FIRE PROTECTION PLAN

1-MH-405 PHASE 1 - ENLARGED FAN PENTHOUSE MECHANICAL PLAN

1-MH-415 PHASE 1 - ENLARGED AIR HANDLING UNIT PENTHOUSE MECH PLAN

2-MH-102 PHASE 2 - BASEMENT HVAC DUCTWORK PLAN

2-MH-103 PHASE 2 - FIRST FLOOR HVAC DUCTWORK PLAN

2-MH-105 PHASE 2 - ROOF / PENTHOUSE HVAC PLAN

2-MH-405 PHASE 2 - ENLARGED FAN PENTHOUSE MECHANICAL PLAN

2-MH-415 PHASE 2 - ENLARGED AIR HANDLING UNIT PENTHOUSE MECH PLAN

1-MP-111 PHASE 1 - SUB-BASEMENT HVAC PIPING PLAN

1-MP-112 PHASE 1 - BASEMENT HVAC PIPING PLAN

1-MP-114 PHASE 1 - SECOND FLOOR HVAC PIPING PLAN

2-MP-112 PHASE 2 - BASEMENT HVAC PIPING PLAN

2-MP-113 PHASE 2 - FIRST FLOOR HVAC PIPING PLAN

Stamp

Stephen J. Sebesta & Associates Environmental Health Engineer 30628 Detroit Road, #258, Westlake, Ohio 44145

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

541-20-104

BID ISSUE

1/20/2022

Renovate Research K-Wing

19-119

0-G-000

COVER SHEET Renovate Research K-Wing 541-20-104

1/20/2022 RH DER

FIRST FLOOR KEY PLAN

SECOND FLOOR KEY PLAN

BID ALTERNATE SUMMARY

BID ALTERNATE NO. 1

Acoustical panel ceilings in lieu of perforated metal ceilings

BID ALTERNATE NO. 2

Delete high impact wall covering in locations indicated

BID ALTERNATE NO. 3

Delete ICU sliding doors in locations indicated

BID ALTERNATE NO. 4

Painted metal casework finish in lieu of seamless polymer metal casework finish

Nick Carrozza

REVISIONS: DATE:

BID ISSUE 1/20/2022

Building, wall and detail section mark

Interior/exterior elevation reference

Enlarged plan or detail reference

Column reference grids

Revision reference number

Wall type

Window type

New level line, control point, or datum

New door

Indicates drawing sheet on which plan/detail is shown.

Indicates detail number

Indicates drawing sheet on which elevation is shown

Indicates elevation number

Indicates drawing sheet on which section is shown

Indicates section number

Door number46

XX

A

A2-1

A2-1

A2-1

A

Crown typeXX

Wall finish

A

New Existing

XX

XXX-XX Ceiling Type Ceiling HeightXX'-XX" anchor bolt above air conditioning acoustic(al) acoustical ceiling tile adjacent above finish floor alternate aluminum anodized approximate architect(ural) automatic ab abv a/c acous act adj aff alt alum anod approx arch auto board between building block(ing) bulkhead beam bottom bridging bearing brick basement built-up roofing bd betw bldg blk blkhd bm bot brdg brg brk bsmt bur cfm cg ci cj clg cl clr cll cntr cmu co col conc conn const cont coord corr cs ctr cubic feet per minute corner guard cast iron control joint ceiling closet clear contract limit line counter concrete masonry unit cased opening/clean out column concrete connection construction continuous coordinate corridor course center d dbl deg demo dia dim disp dn dr ds det dwg dwr dw depth double degrees demolition diameter dimension dispenser down door down spout detail drawing drawer drywall each electrical contractor exterior insulation and finish system expansion joint electric elevator/elevation emergency equal equipment exposed structure existing to remain each way electric water cooler exhaust existing expansion exposed exterior ea ec eifs ej elec elev emerg eq equip es etr ew ewc exh exist exp exp'd ext fire alarm face brick fan coil unit face to face floor drain foundation fire extinguisher fire extinguisher cabinet fire hose cabinet finish floor fluorescent fire resistant fa fb fcu f/f fd fdn fe fec fhc fin flr fluor fr ga galv gc gl gr gyp bd gauge galvanized general contractor glass grade gypsum board h hb hc hdbd hdcpd hdwr hdwd hm horiz hpdl hr ht htg htr hvac hw hwh high hose bibb hollow core hardboard handicapped hardware hardwood hollow metal horizontal high pressure decorative laminate hour height heating heater heating, ventilation air conditioning hot water hot water heater id in incl insul int inside diameter inch include (inclusive) insulation interior janitor joist jan jst knock down knock out kd ko l lam lav lb lf lim lt ltg lvr length (long) laminate(d) lavatory pound linear feet (foot) limited light lighting louver marb mas mat max mech memb mfr mh min marble masonry material maximum mechanical membrane manufacturer manhole minimum not applicable not in contract number nominal not to scale n/a nic no nom nts owner overall on center on center above finish floor outside diameter owner furnished owner installed owner furnished contr installed overhead door opposite hand overflow roof drain out to out opening opposite optional o oa oc ocaff od ofoi ofci ohdr oph ovrd o/o op'g opp opt plbg pmld pnl plywd pol pp pr prefin prefab proj psc psf psi pt ptd ptn pvc pvmt plumbing premoulded panel plywood polished push plate pair prefinished prefabricated projection pre-stress concrete pounds per square foot pounds per square inch point painted partition polyvinylchloride pavement qty quantity r ra rad rag rd rec ref reg reinf req'd riser return air radius return air grille roof drain receptacle refrigerator register reinforcement (reinforcing) required solid core schedule smoke detector saddle section sheet similar stand pipe specifications speaker sprinkler single ply roofing square square inch square yard stainless steel/ slop sink standard steel storage structure(al) suspended systems sc sched sd sdl sect sht sim sp spec spkr spklr spr sq sq in sy ss std stl stor struc sucp sys t t/g or t&g tg td tel temp temp'd terr thk thld toc tos tod tom toj top tow typ thread tongue and groove tempered glass trench drain telephose temporary tempered terrazzo thick threshold top of concrete (top of curb) top of steel top of deck top of masonry top of joist top of parapet top of wall typical undercut underground unfinished unlimited unless noted otherwise urinal uc ug unfin unlim uno ur v vert vest vif vendor vertical vestibule verify in field w w/ w/o w/w wc wd wh win wg wt wwf width with without wall to wall water closet wood water heater window wire glass weight welded wire fabric yd yard c c/c cab't cb cem cl contractor center to center cabinet catch basin cement center line fire-retardant treated fire-retardant treated wood feet footing furring fire valve cabinet frt frtwd ft ftg furr fvc misc mo mtd mtg mtl mull miscellaneous masonry opening mounted mounting metal mullion pbd pcf perim pg bd pl plas plam particle board pounds per cubic foot perimeter peg board plate plastic plastic laminate res ret rev rm ro rvs resilient return revised (revision) room rough opening reverse

1. Do not scale drawings. Contractor(s) are to verify site dimensions and conditions prior to work.

2. Construction shall be in accordance with the requirements of the applicable codes including accessibility standards and the requirements of “Americans with Disabilities Act”, "Architectural Barriers Act Accessibility Standards" and "VA Barrier Free Design Standard"

3. Contractor(s) shall visit the site and correlate the requirements of the documents with the existing conditions.

4. Drawings are diagrammatic and since existing conditions, including areas above accessible ceilings may affect new work, the contractor shall coordinate and alter new work to properly fit the existing conditions. The work shall be performed at no extra cost. The contractor shall verify all conditions and dimensions at the job site prior to the start of construction. If discrepancies are found, the architect shall be notified for clarification before commencing with the work.

5. Details not shown are similar in character to those shown. When specific dimensions, details, or design intent cannot be determined, consult the COR before proceeding with the work.

6. Some masonry and lumber dimensions shown on the drawings are nominal dimensions. Contractor(s) shall coordinate actual dimensions with the job conditions.

Report all discrepancies to the COR.

7. Existing conditions shown on this drawing are not guaranteed to be complete. The contractor(s) shall field verify all existing conditions, dimensions, and materials required for the contracted work. Report all discrepancies to the COR prior to fabrication and erection.

8. The term ‘patch to match’ or ‘cutting and patching’ denotes that repair work is necessary to construct a floor, base, wainscot, wall or ceiling to match its adjacent surface, texture, material, finish and color of adjacent existing surfaces.

9. If materials suspected of containing hazardous materials are encountered, DO NOT DISTURB; immediately notify the COR and owner.

10. Where existing partitions or services have been removed, or new services penetrate existing surfaces, the openings shall be patched to match the existing surface finish, texture, and sheen.

11. Where new openings occur in structural bearing wall, contractor is responsible for temporary supports and/or shoring as required for installation of lintels.

12. Where existing doorways are to be filled in, contractor is responsible for field verifying wall widths.

13. The Contractor is responsible for installation of all access doors, access panels and frames, including, but not limited to those specific in the construction documents and furnished by other contractors. All access doors and panel locations to be coordinated and approved by the COR prior to installation. The Contractor is responsible for painting all access panels and access doors. Contractor is responsible for coordinating all paint colors with the COR prior to commencing with the work.

II. Dimensioning

1. Interior partitions are dimensioned to face of gypsum board exclusive of finish material, such as ceramic tile or wood paneling. The contractor shall coordinate finish dimensions with finish schedule when critical to the installation of millwork or equipment.

3' -6

1' -6

Shower valve

Shower head

Receptacle

Push plate

Thermostat

Humidistat

8"

4' -0

Phone jack

Light switch

CTW-1 DCS-1

3'

4"

FM-1 18"x36" FM-2 18"x18"

3'-0"

4'

0"

PTD-1

4' -6

RH-1

1'

6"

SND-1

3'

6"

SDR-1

1'

7"

TTD-1

4'

6"

Fire extinguisher

Cabinet may occur

House Keeping

4'

6"5' -6

3' -0

Mop basin

Service faucet & controls

MBH-1, TYP

US-1

GB-36 3'-0"

6"

2' -1

0"

GB-18 1'-6"

GB-42 3'-6"

2' -1

0" 3'

-4 "1'-0" 3'-6"

3'-4"

Fa ce o f w al l

Fa ce o f w al l

6' -8

Typical accessory items. Some items may not occur in project.

2' -9

"4' -0

4' -0

8" 8"

CONT stud track

CONT stud track

Channel stud REINF as required at wall mounted devices

Midpoint at door opening

CONT channel REINF

Double studs at jamb opening 20 GA MIN, 18 GA at openings over 3'-0"

Door Opening

Door Opening

EXIST STRUC above

GYP BD control joint

Hollow MTL frame

MTL studs coped to fit

TYP MTL studs

UNO

6"

Partition assembly

Door frame

TYP of all frames that occur at room corner locations, UNO

Back to back boxes NOT permitted Stagger Boxes

Joint compound and tape

5/8" GYP BD

MTL studs

Control joint

5/8" Type X GYP BD MTL studs

Control joint, both sides

MAX

1/2"

5/8" Type X GYP BD

TYP of all control joints located in rated wall assemblies

MAX

1/2"

MAX

1/2"

1 13/16"

A

See specifications for sealant type.

All joints 1" wide or more are to be laid up in beads and tooled to profile indicated.

All joints are to be primed before bond breaking rod is installed.

Install bond breaking rod with roller to proper depth. No sharp tools permitted.

1.

2.

3.

4.

Notes:

B C

Wall material varies

07 92 00 - Bond breaker rod

07 92 00 - Sealant

Joint Schedule Dimensions

A B C 3/8" 1/8" 1/4"

1/2" 1/8" 3/8"

5/8" 1/8"

3/4" 1/8"

7/8" 1/8"

1" 1/8"

3/8"

3/8"

3/8"

3/8"

Accoustic insulation

Area Accessible to Public

Construction Area

Seal perimeter (deck, walls, floor) with edge trim and all penetrations to comply with ICRA requirements

Remove portion of existing ceilings and patch @ temporary partitions

Notes:

1. See also 01 00 00 General Requirements.

2. Contractor to frame around existing duct work, pipes, etc. that interfere with temporary partition.

3. Provide "Ball-in-the-wall" pressure monitors at all contractor entrances.

4. See 01 35 26 Safety Requirements for Infection Control requirements regarding pressurization and dust particulate testing.

5. 1 Hour rated partition, UL Design U465

Provide new ceiling, trim, wall angle on public side

Single layer of gypsum wall each side.

1. All partitions are type A1 unless noted otherwise.

2. Refer to the Life Safety Plans for fire barriers, fire partitions, smoke barriers and smoke partitions.

3. Fire resistance rating indicated on the Life Safety Plans shall mean the entire length and height of the partition indicated to be fire rated. All piping, ducts, cabinets, etc. that penetrate partitions shall be installed in a manner that will preserve the fire resistant rating of the partition.

4. Partitions are dimensioned from the face of gypsum board exclusive of finish materials such as porcelain tile or wood paneling. Coordinate finish dimensions with finish schedule.

5. Provide blocking in partitions for wall mounted accessories.

6. Provide water resistant gypsum board at plumbing locations unless cementitious backer board is specified.

7. Metal studs shall be 20 gauge minimum. Maximum height is 15'-0".

Partition heights that exceed 15'-0" shall increase in gauge in accordance with the Steel Stud Manufacturers Association Technical Guide, Latest Edition.

Gypsum board to underside of deck -both sides

Ceiling may occur

Deck

Accoustic insulation

Gypsum board to underside of deck -one side only

Gypsum board to 6" above ceiling - On other side

Mineral wool fire blocking

Deck

Ceiling

Gypsum board to 6" above ceiling -both sides Mineral wool fire blocking

Deck

Ceiling

Gypsum board to underside of ceiling -both Sides

Deck

Ceiling

A

B

C

D

R E G

I STERED ARC

H

I T E C T

MICHAEL

LIPOWSKI

12451

ST

AT

E OF OHIO

Michael Lipowski, License #12451 Expiration Date 12/31/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID ISSUE

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com CLEVELAND, OHIO

Stamp

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

C :\U se rs

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0-G-001

REFERENCE INFORMATION Renovate Research K-Wing 541-20-104

1/20/2022 RH DER

STANDARD SYMBOLSSTANDARD ABBREVIATIONS

GENERAL NOTES

STANDARD MOUNTING HEIGHTS

Scale: 1/4" = 1'-0"0-G-001

TYP GYP BD WALL DETAIL1

Scale: 1 1/2" = 1'-0"0-G-001

TYP FRAME LOCATION2

Scale: 1 1/2" = 1'-0"0-G-001

TYP ELECTRICAL / JUNCTION BOX3

Scale: 1 1/2" = 1'-0"0-G-001

TYP GYP BD CONTROL JOINT4

Scale: 1 1/2" = 1'-0"0-G-001

FIRE RESISTANT CONTROL JOINT5

Scale: 12" = 1'-0"0-G-001

TYP SEALANT DETAIL6

Scale: 3/8" = 1'-0"0-G-001

TEMPORARY PARTITION DETAIL7

PARTITION SCHEDULE

TAG

FRAMING SHEATHING DETAIL

TOP

RATING

STC

SOUND

TEST #

TOTAL

WIDTH REMARKSSIZE TYPE SIDE 1 SIDE 2 TYPE TIME UL #

A1 3 5/8" C 5/8" 5/8" X A 49 SA-870717 4 7/8"

A2 3 5/8" C 5/8" 5/8" X A 1 U465 49 SA-870717 4 7/8"

A6 3 5/8" C 5/8" - X C 4 1/4" A7 3 5/8" C (2) 5/8" (2) 5/8" X A 2 U411 6 1/8" A9 3 5/8" C (2) 1/2" 5/8" X 5 1/4" Existing door infill C6 2 1/2" C 5/8" - X A 3 1/8" D6 1 5/8" C 5/8" - X D 2 1/4" E1 7/8" Hat 5/8" - X C 1 1/2" F6 1 1/2" Hat 5/8" - X C 2 1/8" G1 1 1/2" C-H 1/2" 1" C A 1 3" G2 2 1/2" C-H (2) 1/2" 1" C A 2 U438 3 1/2" R2 7 5/8" cmu A 1 F/S 7 5/8" U1 1 5/8" C 5/8" - A 4 1/4" 2" Rigid INSUL (R11.4 MIN) inboard of MTL studs

PARTITION SCHEDULE GENERAL NOTES

TOP OF WALL LEGEND

Revisions: Date:

G

I STERED ARC

H

I T E C T

MICHAEL

LIPOWSKI

12451

ST

AT

E OF OHIO

Michael Lipowski, License #12451 Expiration Date 12/31/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID ISSUE

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com CLEVELAND, OHIO

Stamp

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

C :\U se rs

\rp ha ns al

\D oc um en ts \V

A R

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0-G-002

UL DESIGN J201 (FOR REFERENCE ONLY) Renovate Research K-Wing 541-20-104

1/20/2022 RH DERRevisions: Date:

UP

DNDN

UP

UPUP UP

UP

H

G F C B ACC1

10.9

P R O J E C T S C O P E

P R

O J

E C

T

S

O P

O J

E

O

P R O J E C T S C O P E

BF465

BF 473

BF468

BF468A

BF466

BF464A

BF464B

BF464

BF468D

BF468C

BF463

BF442

BF440

BF441

BF431BF430

BF429

BF428

BF477

BF424

BF422BF423

BF421

BF404

BS21

BF450

BF403

BF461

BF462

BF460

BF459

BF427

BF426

BF457

BF-

BF458

BF456

BF454

BF451

BF453

BF455

BF452

BF472

BF471

BF411

BF412

BF348

BF347A

BF346

BF346A

BF345

BS24

BF344

BF343

BF350

BF442A

1F455B

1F455C

10.4

5.2

3.6

2.5

1.2

.1

H

G F C B ACC1

10.9

P R O J E C T S C O P E

P R

O J

E

O

O J

E

O

1F494

1F495

1F491 1F485

1F4881F486

1F492

1F483

1F482

1F481

1F478

1F477

1F476

1F480B 1F480C

1F490A

1F475

1F472

1F474

1F484

1F451

1F451A 1F452

1F

0A

1F454

1F460J

1F460L 1F460F

1F460E1F460M

1F460T

1F460S

1F460P 1F460C

1F460B1F460Q

1F465

1F464

1F462

1F461

1F463

1F466

1F470

1F470A

1S21

1S24

EX Elev

1F455

1F450B

1F487

1F471

1F480D

1F480A

1F493

1F473

1F453

1F456

1F460N

1F460A

1F460R1F455A

1F460D

1F489

1F479

1F493A

1F460K

1F460G 1F460H

1F490

1F490B

1F480E

1F480

1F4601G401

1G402

1F450

1F501

10.4

5.2

3.6

2.5

1.2

1F460U

1F460V

H

G F C B ACC1

10.9

P R O J E C T S C O P E

P R

O J

E

O

O J

E

O

2F4482F442 2F444

2F438

2F440

2F437

2F436

2F435

2F431

2F428

2F424

2F422

2F421 2F417

2F414 2F412

2F411

2F416

2F410

2F423

2F425

2F426

2F427

2F433

2F434

2F441

2F443

2F445

2F446

2F447

2F449

2S21

2S24

2F420B

2F420A

2F430A

2F430C

2F440A 2F440B

2F430

2F430D

2F430B

2F428A

2F415

2F420C

2F420

2E348

2F413

2F432

2F440C

10.4

5.2

3.6

2.5

1.2

.1

H

G F C B AF.1G.9CC1

10.9

P R O J E C T S C O P E

P R

O J

E

O

O J

E

O

3F440

3S21

3F410

3S24

3F411

3F412

10.4

5.2

3.6

2.5

1.2

. 1

H

G F C B ACC1

10.9

P R O J E C T S C O P E

P R

O J

E

O

O J

E

O

BF469

BF467

BF465

BF 473

BF468

BF468A

BF466

BF464A

BF464B

BF464

BF468D

BF468C

BF463

BF442

BF440

BF441

BF431BF430

BF429

BF428

BF477

BF424

BF422BF423

BF421

BF404

BS21

BF450

BF403

BF461

BF462

BF460

BF459

BF427

BF426

BF457

BF-

BF458

BF456

BF454

BF451

BF453

BF455

BF452

BF472

BF471

BF411

BF412

BF348

BF347A

BF346

BF346A

BF345

BS24

BF344

BF343

BF350

BF442A

10.4

5.2

3.6

2.5

1.2

R E G

I STERED ARC

H

I T E C T

MICHAEL

LIPOWSKI

12451

ST

AT

E OF OHIO

Michael Lipowski, License #12451 Expiration Date 12/31/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID ISSUE

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com CLEVELAND, OHIO

Stamp

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

C :\U se rs

\rp ha ns al

\D oc um en ts \V

A R

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_r ph an sa l@ pe rs pe ct us ar ch

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:2

AM

0-G-003

PHASING PLANS Renovate Research K-Wing 541-20-104

1/20/2022 RH DER

Scale: 1" = 20'-0"0-G-003

BASEMENT PLAN - PHASE 22

Scale: 1" = 20'-0"0-G-003

FIRST FLOOR PLAN - PHASE 23

Scale: 1" = 20'-0"0-G-003

SECOND FLOOR PLAN - PHASE 14

Scale: 1" = 20'-0"0-G-003

ROOF / PENTHOUSE PLAN - PHASE 15

Phase Name: Duration in calendar Days from Notice days to Proceed (NTP)

Submision Phase 60 days day 1-60

Phase 1 (2nd Floor) 210 days day 61-270

VA Activation 45 days day 271-316

Phase 2 (1st Floor) 180 days day 317-496

CONSTRUCTION DURATIONS

The following chart describes the amounts of time allotted for each phase. Also included is activation time for the VAMC to transition/move staff and equipment between phases

The project will consist of 2 phases. Certain areas within each phase will need to occur in a certain order and for a specific period of time.

PHASING NOTES

1. Coordinate all Phasing Work and temporary partitions with the entire set of documents and with Owner’s operation of facility.

2. Work to occur during off hours - refer to specifications for approved hours of contractor work.

3. Where work beyond temporary construction partitions occurs; ceilings shall be removed and replaced daily.

4. Project scope line is indicated for general intent only.Contractor will complete all work regardless if is located outside of the project scope area as indicated on any drawing.

Scale: 1" = 20'-0"0-G-003

BASEMENT PLAN - PHASE 11

LIFE SAFETY PLAN LEGEND

1 HR Fire Barrier

2 HR Fire Barrier

1 HR Fire / Smoke Barrier

0 HR Smoke Partition

Hazardous Room

2018 Life Safety Code

Fire Extinguisher

THIS DRAWING SHALL BE PRINTED IN FULL COLOR FOR CLARITY

Exit Sign

- indicates Illumination side and arrow direction

2 HR Fire / Smoke Barrier

BLACK AND WHITE FACSIMILES ARE NOT CONSIDERED PART OF THE

CONSTRUCTION DOCUMENT SET

1. Contractor shall inform COR immediately of any discrepancies in the existing rated wall construction and non-conforming penetrations.

2. Travel distances are from remote point to exit.

3. Interim Life Safety measures may be required. Coordinate interim Life Safety measures with VA COR.

4. Provide firestopping at all penetrations through new and existing fire/smoke rated barriers (walls and floors) to comply with required rating associated with new work. Provide firestopping around 4 penetrations less than 6 square inches, 4 penetrations between 16 and 36 square inches, and 4 penetrations between 36 and 64 square inches through existing fire/smoke rated barriers (walls and floors) to comply with required rating not associated with new work. Larger openings shall be brought to the immediate attention of the COR.

5. Contractor shall provide fire alarm devices in accordance with electrical drawings.

Fire Resistance Rating

1. Fire rating indicated on a wall shall mean the entire length and height of wall to be fire rated.

2. All piping, ducts, cabinets, etc. that penetrate walls shall be installed in a manner that will preserve the fire resistance rating of that wall.

3. Preserve all fire resistance ratings of existing walls, unless noted otherwise.

ExitEX

LIFE SAFETY GENERAL NOTES

FIRE RESISTANCE RATING NOTES

Horizontal ExitHE

CODES, STANDARDS, MANUALS AND GUIDES

2018 NFPA 101 Life Safety Code 2018 International Building Code (IBC) (Only as indicated by specific reference below) 2018 NFPA National Fire Codes (With the exception of NFPA 5000 and NFPA 900) Occupational, Safety and Health Administration (OSHA) Standards VA Seismic Design Requirements, H-18-8 VA Technical Information Library 2019 Accreditation Manual for Hospitals, of the Joint Commission of Accreditation of Hospitals 2019 National Electrical Code (NEC) 2018 International Plumbing Code (IPC) 2019 ASME Code for Pressure Piping 2015 Architectural Barriers Act Accessibility Standards (ABAAS) VA supplement, Barrier Free Design Guide (PG-18-13) 2019 Requirements for Reinforced Concrete, American Concrete Institute & Commentary (ACI 318) 2017 Manual of Steel Construction, American Institute of Steel Construction (AISC) Energy policy Act of 2005 (EPAct) Ventilation for Acceptable Indoor Air Quality – ASHRAE Standard 62.1- 2019 Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2019 Roof Code Information:

Weather Protection IBC, Section 1503 Performance Requirements IBC, Section 1504 Internal Fire Classification Class 1 Exterior Fire Classification Class A Basic Wind Speed (Wind Design) IBC, Chapter 16: 120 Mph A. Exposure Category B B. Risk Category IV Surface Roughness B Hail Rating Sh Wind Uplift Design Rating Fm 1-90 ANSI/SPRI Es1 Wind Uplift Pressures Field 40 PSF Perimeter 56 PSF Corners 75 PSF Wind Uplift Design Ratings

Field 1-90 Perimeter 1-120 Corners 1-150

Thermal Insulation (IECC)

1'

T ra ve l D is ta nc e

65' Common Path of Travel

Bu si ne ss

O cc up an cy

H ea lth ca re up an cy

Business Occupancy

Industrial Occupancy

EX FEC

EX

EX

Laboratory 04 Bonomo

2F437

Autoclave 2F438

Laboratory

Papp-Wallace 2F442

Laboratory

2F444

Laboratory 01 Hise

2F448

EX Stair 2S21

Elec 2F449

Passage 2F440

Labs 01-02 Eq Alcove

2F440B

Lab 03 Eq Alcove 2F440A

Office 01 2F447

Office 02 2F446

Office 03 2F445

Office 04 2F443

Office 05 2F441

Laboratory 05 Bonomo

2F436

Lab 04 Eq Alcove 2F430D

Lab 05 Eq Alcove 2F430C

Laboratory

2F435

Passage 2F430

Labs 06-07 Eq Alcove

2F430B

Office 06 2F434

Simulation Center 2F433

Laboratory

Donskey 2F431

Eyewash 2F430A

Passage 2F420C

Office 07 2F427

Office 08 2F426

Office 09 2F425

Office 10 2F423

Laboratory

2F424

IT

2F428A

Nitrogen / Ice

2F428 Labs 08-09 Eq Alcove

2F420B

Labs 09-10 Eq Alcove

2F420A

Laboratory

2F422

Laboratory 10 Pieper

2F421

Equipment 2F417

Equipment 2F415

Lounge 2F411

Office 2E348

Passage 2F410

Hskp 2F412

Womens 2F414

Mens 2F416

EX Stair 2S24

Cold 2F432

Eq Alcove 2F440C

ROOF

ROOF

ROOF

Design Code Occupancy (6.1)

Occupancy Separations (Table 6.1.14.4.1 & 6.1.14.4.3)

Fire Suppression

Construction Type (Existing and New)

Fire Ratings (Table A.8.2.1.2) Exterior Bearing Walls

Interior Bearing Walls

Column/Beams/Girders

Floor-Ceiling Assemblies Roof-Ceiling Assemblies Interior Non-bearing Walls Exterior Non-bearing Walls

Exit Enclosures/Passageways (7.3.1.2.1.3)

Shaft Enclosures (8.6.5)

Exit Access Corridors (38.3.6.1)

Corridor width (38.2.3.2)

Dead End Corridors (38.2.5.2.1)

Hazardous Area Protection (38.3.2.1, 8.7.1.1) High hazard areas (38.3.2.2)

Travel Distances Room remote point to an exit (38.2.6.2 & 38.2.6.3) Common path of travel (38.2.5.3.3, 38.2.5.3.1)

2018 NFPA 101 Life Safety Code Business

2 hours between Business and Healthcare 1 hour between Business and Ambulatory Healthcare 2 hours between Business and Industrial

Fully Sprinklered

Type II (III)

1 hour 1 hour supporting roof only 1 hour 1 hour supporting roof only 1 hour 1 hour supporting roof only 1 hour 1 hour 0 hours 0 hours

1 hour for less than 4 stories 2 hours for 4 stories or more 1 hour for existing if building is fully sprinklered

2 hours for 4 stories or more 1 hour for less than 4 stories

No rating

44" minimum

50' maximum

1 hour; or extinguishing system and smoke partitions 1 hour and extinguishing system

200' maximum, 300' if fully sprinklered 75' maximum, 100' maximum if fully sprinklered

NEW BUSINESS OCCUPANCIES CODE INFORMATION

Existing Concrete Columns:

Minimum 1'-4" x 1'-4" cast reinforced concrete meets requirements of 2HR fire resistance ratings.

Existing Concrete Girders and Beams:

Minimum 8" x 1'-3" cast reinforced concrete meets requirements of 2HR fire resistance ratings.

Existing Shaft Enclosures:

Minimum 8" concrete masonry units meets requirements of 2HR fire resistance ratings.

Existing Concrete Decks:

3.5" Thick cast reinforced concrete meets requirements of 1HR fire resistance rating.

Other existing partitions indicated as fire-resistance rated, are based on VA Cleveland record documents.

EXISTING BUILDING ASSEMBLY INFORMATION (TYPICAL)

R E G

I STERED ARC

H

I T E C T

MICHAEL

LIPOWSKI

12451

ST

AT

E OF OHIO

Michael Lipowski, License #12451 Expiration Date 12/31/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID ISSUE

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com CLEVELAND, OHIO

Stamp

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

C :\U se rs

\rp ha ns al

\D oc um en ts \V

A R

R

KW

_0

_r ph an sa l@ pe rs pe ct us ar ch

.c om

.rv t

1/

/2

9:

:3

AM

1-G-104

PHASE 1 - SECOND FLOOR LIFE SAFETY PLAN Renovate Research K-Wing 541-20-104

1/20/2022 RH DER

Scale: 1/8" = 1'-0"1-G-104

PHASE 1 - SECOND FLOOR LIFE SAFETY PLAN1

SECOND FLOOR SMOKE COMPARTMENT PLAN

LIFE SAFETY PLAN LEGEND

1 HR Fire Barrier

2 HR Fire Barrier

1 HR Fire / Smoke Barrier

0 HR Smoke Partition

Hazardous Room

2018 Life Safety Code

Fire Extinguisher

THIS DRAWING SHALL BE PRINTED IN FULL COLOR FOR CLARITY

Exit Sign

- indicates Illumination side and arrow direction

2 HR Fire / Smoke Barrier

BLACK AND WHITE FACSIMILES ARE NOT CONSIDERED PART OF THE

CONSTRUCTION DOCUMENT SET

1. Contractor shall inform COR immediately of any discrepancies in the existing rated wall construction and non-conforming penetrations.

2. Travel distances are from remote point to exit.

3. Interim Life Safety measures may be required. Coordinate interim Life Safety measures with VA COR.

4. Provide firestopping at all penetrations through new and existing fire/smoke rated barriers (walls and floors) to comply with required rating associated with new work. Provide firestopping around 4 penetrations less than 6 square inches, 4 penetrations between 16 and 36 square inches, and 4 penetrations between 36 and 64 square inches through existing fire/smoke rated barriers (walls and floors) to comply with required rating not associated with new work. Larger openings shall be brought to the immediate attention of the COR.

5. Contractor shall provide fire alarm devices in accordance with electrical drawings.

Fire Resistance Rating

1. Fire rating indicated on a wall shall mean the entire length and height of wall to be fire rated.

2. All piping, ducts, cabinets, etc. that penetrate walls shall be installed in a manner that will preserve the fire resistance rating of that wall.

3. Preserve all fire resistance ratings of existing walls, unless noted otherwise.

ExitEX

LIFE SAFETY GENERAL NOTES

FIRE RESISTANCE RATING NOTES

Horizontal ExitHE

CODES, STANDARDS, MANUALS AND GUIDES

2018 NFPA 101 Life Safety Code 2018 International Building Code (IBC) (Only as indicated by specific reference below) 2018 NFPA National Fire Codes (With the exception of NFPA 5000 and NFPA 900) Occupational, Safety and Health Administration (OSHA) Standards VA Seismic Design Requirements, H-18-8 VA Technical Information Library 2019 Accreditation Manual for Hospitals, of the Joint Commission of Accreditation of Hospitals 2019 National Electrical Code (NEC) 2018 International Plumbing Code (IPC) 2019 ASME Code for Pressure Piping 2015 Architectural Barriers Act Accessibility Standards (ABAAS) VA supplement, Barrier Free Design Guide (PG-18-13) 2019 Requirements for Reinforced Concrete, American Concrete Institute & Commentary (ACI 318) 2017 Manual of Steel Construction, American Institute of Steel Construction (AISC) Energy policy Act of 2005 (EPAct) Ventilation for Acceptable Indoor Air Quality – ASHRAE Standard 62.1- 2019 Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2019 Roof Code Information:

Weather Protection IBC, Section 1503 Performance Requirements IBC, Section 1504 Internal Fire Classification Class 1 Exterior Fire Classification Class A Basic Wind Speed (Wind Design) IBC, Chapter 16: 120 Mph A. Exposure Category B B. Risk Category IV Surface Roughness B Hail Rating Sh Wind Uplift Design Rating Fm 1-90 ANSI/SPRI Es1 Wind Uplift Pressures Field 40 PSF Perimeter 56 PSF Corners 75 PSF Wind Uplift Design Ratings

Field 1-90 Perimeter 1-120 Corners 1-150

Thermal Insulation (IECC)

Ex Mechanical

Room 3F440

Stair 21 3S21

Ex Mechanical

Room 3F410

Stair 24 3S24

Mechanical Penthouse

3F411

FMS Room 3F412

EX

EX

R E G

I STERED ARC

H

I T E C T

MICHAEL

LIPOWSKI

12451

ST

AT

E OF OHIO

Michael Lipowski, License #12451 Expiration Date 12/31/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID ISSUE

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com CLEVELAND, OHIO

Stamp

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

C :\U se rs

\rp ha ns al

\D oc um en ts \V

A R

R

KW

_0

_r ph an sa l@ pe rs pe ct us ar ch

.c om

.rv t

1/

/2

9:

:4

AM

1-G-105

PHASE 1 - PENTHOUSE LIFE SAFETY PLAN Renovate Research K-Wing 541-20-104

1/20/2022 RH DER

Scale: 1/8" = 1'-0"1-G-105

PHASE 1 - PENTHOUSE LIFE SAFETY PLAN1

H ea lth up an cy Bu si up an cy Bu si up an cy Am bu la to ry up an cy

EX FEC

EX FEC

EX FEC

EX FEC

EX FEC

EX FEC

EX FEC

EX FEC

Outline of required 2hr floor and floor/ceiling assemblies separating First Floor Healthcare area from Basement Business area. Refer to drawing 2-AE-122 for additional information

Existing connector floor above.

(UL Design N706)

Haz Waste 1F455B

HVAC

1F455C

Quarantine

BF465

Necrospy

BF463

Animal Ward

BF461

Procedure

BF468D

Corridor

BF472

Procedure

BF464A

Vest

BF464

Procedure

BF464B

Procedure

BF468C

Animal Reception

BF466

Security

BF468A

Elec

BF468

Entry

BF 473

Lab Offices

BF442

Office

BF442A

Molecular Biology

Lab

BF440

Work

BF441

Exit Passage

BF404

Ex Stair

BS21

Shop

BF450

Exit Passage

BF403

Specimen

BF431

Refrigerator

BF430

Corridor

BF421

Viewing

BF422

Office

BF426

Tlt

BF423

Haz

BF424

Shower

BF428

Evs

BF429

Autopsy

BF427

Animal Ward

BF460

Animal Ward

BF462

Food

BF459

Mach Rm

BF457

Corridor

BF471

Elec Vault

BF458

Animal Ward

BF455

Animal Ward

BF453

Animal Ward

BF456

Animal Ward

BF454

Animal Ward

BF452

Animal Ward

BF451

Storage

BF348

Sterilizer

BF347A

Bedding / Food

BF346

Cage Assembly

BF346A

Bottle Washer

BF345

Corridor

BF350

Cage Storage

BF343

Cage Wash

BF344

Equipment

BF412

Equipment

BF411

Work in BF472 and BF473 to occur after hours. Corridor and exits to remain usable by building occupants during normal business hours.

LIFE SAFETY PLAN LEGEND

1 HR Fire Barrier

2 HR Fire Barrier

1 HR Fire / Smoke Barrier

0 HR Smoke Partition

Hazardous Room

2018 Life Safety Code

Fire Extinguisher

THIS DRAWING SHALL BE PRINTED IN FULL COLOR FOR CLARITY

Exit Sign

- indicates Illumination side and arrow direction

2 HR Fire / Smoke Barrier

BLACK AND WHITE FACSIMILES ARE NOT CONSIDERED PART OF THE

CONSTRUCTION DOCUMENT SET

1. Contractor shall inform COR immediately of any discrepancies in the existing rated wall construction and non-conforming penetrations.

2. Travel distances are from remote point to exit.

3. Interim Life Safety measures may be required. Coordinate interim Life Safety measures with VA COR.

4. Provide firestopping at all penetrations through new and existing fire/smoke rated barriers (walls and floors) to comply with required rating associated with new work. Provide firestopping around 4 penetrations less than 6 square inches, 4 penetrations between 16 and 36 square inches, and 4 penetrations between 36 and 64 square inches through existing fire/smoke rated barriers (walls and floors) to comply with required rating not associated with new work. Larger openings shall be brought to the immediate attention of the COR.

5. Contractor shall provide fire alarm devices in accordance with electrical drawings.

Fire Resistance Rating

1. Fire rating indicated on a wall shall mean the entire length and height of wall to be fire rated.

2. All piping, ducts, cabinets, etc. that penetrate walls shall be installed in a manner that will preserve the fire resistance rating of that wall.

3. Preserve all fire resistance ratings of existing walls, unless noted otherwise.

ExitEX

LIFE SAFETY GENERAL NOTES

FIRE RESISTANCE RATING NOTES

Horizontal ExitHE

2 Hour rated floor / ceiling assembly above (UL Design J201)

2 Hour rated floor above

Existing wall X1* - 6" cmu, grouted 100% solid (deck to deck) 5.6" equivalent thickness > 2hrs

Existing wall X2* - 8" cmu, grouted 100% solid (deck to deck) 7.6" equivalent thickness > 2hrs

Existing wall X3* - 8" cmu (deck to deck) 4" cmu, grouted 100% solid (deck to deck) 4"+3.6"=7.6" equivalent thickness > 2hrs

*NOTE: Existing masonry walls provide continuity to 2 Hour First Floor rating assemblies.

R E G

I STERED ARC

H

I T E C T

MICHAEL

LIPOWSKI

12451

ST

AT

E OF OHIO

Michael Lipowski, License #12451 Expiration Date 12/31/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID ISSUE

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com CLEVELAND, OHIO

Stamp

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

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2-G-102

PHASE 2 - BASEMENT LIFE SAFETY PLAN Renovate Research K-Wing 541-20-104

1/20/2022 RH DER

Scale: 1/8" = 1'-0"2-G-102

PHASE 2 - BASEMENT LIFE SAFETY PLAN1

DNDN

UP

Design Code Occupancies:

Occupancy Separations (18.1.3.4) (Table 6.1.14.4.1 & 6.1.14.4.3)

Fire Suppression (18.3.5.1)

Construction Type - Existing (Table 18.1.6.1)

Fire Ratings (Table A.8.2.1.2) Exterior Bearing Walls

Interior Bearing Walls

Column/Beams/Girders

Floor-Ceiling Assemblies Roof-Ceiling Assemblies Interior Non-bearing Walls Exterior Non-bearing Walls

Exit Enclosures/Passageways (7.3.1.2.1.3)

Shaft Enclosures (8.6.5)

Exit Access Corridors (18.3.6.2)

Corridor width (18.2.3.4)

Dead End Corridors (18.2.5.2)

Smoke Compartments (18.3.7.1.3)

Smoke Barriers (18.3.7.3)

Suite Non-sleeping (18.2.5.7.3.2 A&B) Sleeping (18.2.5.7.2.3 C) Sleeping means of egress (18.2.5.7.2.2 B) Non-sleeping means of egress (18.2.5.7.3.1 B) Walls (18.2.5.7.1.2 & 18.3.6.2)

Healthcare Hazardous Area Protection (18.3.2.1) Boiler and fuel-fired heater rooms Central/bulk laundries larger than 100sf Paint shops less than severe hazard Physical plant maintenance shops Soiled linen rooms exceeding 64 gal Trash Rooms exceeding 64 gal Storage Rooms exceeding 100sf and storing combustibles Storage Rooms larger than 50sf (18.3.2.1.3.2) Labs with non-severe hazard materials (18.3.2.1.3.2) Labs with severe hazard materials (18.3.2.2)

Travel Distances Room remote point to an exit (18.2.6.2.1) Sleeping room remote point to exit access door (18.2.6.2.3) Sleeping suite remote point to exit access door

(18.2.5.7.2.4 A) Sleeping suite remote point to exit (18.2.5.7.2.4 B) Non-sleeping suite remote point to exit access door

(18.2.5.7.3.3 A) Non-sleeping suite remote point to exit (18.2.5.7.3.3 B) Room remote point to smoke barrier (18.3.7.1.5) Common path of travel (18.2.5.3)

See 1-G-104 for New Business Occupancy Code Information

2018 NFPA 101 Life Safety Code Healthcare (Dialysis), Business (Research)

2 hours between Healthcare and Ambulatory Care 2 hours between Healthcare and Business 1 hour between Ambulatory and Business

Fully Sprinklered

Type II (III) 3 stories permitted

1 hour 1 hour supporting roof only 1 hour 1 hour supporting roof only 1 hour 1 hour supporting roof only 1 hour 1 hour 0 hours 0 hours

1 hour for less than 4 stories 2 hours for 4 stories or more 1 hour for existing if building is fully sprinklered

2 hours for 4 stories or more 1 hour for less than 4 stories

0 hour smoke partitions

96" minimum 44" minimum in non-inpatient areas

30' maximum

22,500 SF maximum

1 hour

12,500 sf maximum, 15,000 sf with smoke detection 7,500 sf maximum, 10,000 sf with direct supervision and smoke detection 2 over 1000 sf 2 over 2500 sf 0 hour smoke partitions

1 hour 1 hour 1 hour 1 hour 1 hour 1 hour 1 hour 1 hour 0 hour smoke partitions 0 hour smoke partitions

NFPA 45

200' maximum 50' maximum

100' maximum 200' maximum

100' maximum 200' maximum 200' maximum 100' maximum

NEW HEALTHCARE OCCUPANCIES CODE INFORMATION

LIFE SAFETY PLAN LEGEND

1 HR Fire Barrier

2 HR Fire Barrier

1 HR Fire / Smoke Barrier

0 HR Smoke Partition

Hazardous Room

2018 Life Safety Code

Fire Extinguisher

THIS DRAWING SHALL BE PRINTED IN FULL COLOR FOR CLARITY

Exit Sign

- indicates Illumination side and arrow direction

2 HR Fire / Smoke Barrier

BLACK AND WHITE FACSIMILES ARE NOT CONSIDERED PART OF THE

CONSTRUCTION DOCUMENT SET

1. Contractor shall inform COR immediately of any discrepancies in the existing rated wall construction and non-conforming penetrations.

2. Travel distances are from remote point to exit.

3. Interim Life Safety measures may be required. Coordinate interim Life Safety measures with VA COR.

4. Provide firestopping at all penetrations through new and existing fire/smoke rated barriers (walls and floors) to comply with required rating associated with new work. Provide firestopping around 4 penetrations less than 6 square inches, 4 penetrations between 16 and 36 square inches, and 4 penetrations between 36 and 64 square inches through existing fire/smoke rated barriers (walls and floors) to comply with required rating not associated with new work. Larger openings shall be brought to the immediate attention of the COR.

5. Contractor shall provide fire alarm devices in accordance with electrical drawings.

Fire Resistance Rating

1. Fire rating indicated on a wall shall mean the entire length and height of wall to be fire rated.

2. All piping, ducts, cabinets, etc. that penetrate walls shall be installed in a manner that will preserve the fire resistance rating of that wall.

3. Preserve all fire resistance ratings of existing walls, unless noted otherwise.

ExitEX

LIFE SAFETY GENERAL NOTES

FIRE RESISTANCE RATING NOTES

Horizontal ExitHE

CODES, STANDARDS, MANUALS AND GUIDES

2018 NFPA 101 Life Safety Code 2018 International Building Code (IBC) (Only as indicated by specific reference below) 2018 NFPA National Fire Codes (With the exception of NFPA…