36C25019B0041-004.pdf

OPEN TO

BEYOND 2'

SS-1

PT-6

RB-3

7'

3' - 0" 3' - 0" 3' - 0"

PL-2

2'

2'

PL-2

2'

0"

2' - 0"

SS-1

1/4" THICK PLEXI-GLASS

DIVIDER PANEL,

BRACKETED TO WALL &

COUNTER

CG-1

CG-1

H

AS-3.1

E

AS-3.1

Sim

7' - 0"

EX, PAPER TOWEL

DISPENSER, SALVAGED

FROM DEMOLITION, TO

BE REINSTALLED WITH

TOWEL CUTOUT

LOCATED 6" ABOVE

BACKSPLASH

EX, SOAP DISPENSER,

SALVAGED FROM

DEMOLITION, TO BE

REINSTALLED WITH

PUSH BUTTON

OPERATOR LOCATED 6"

ABOVE BACKSPLASH

1. ALL FINISH MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS.

2. SUBMIT ALL SAMPLES FOR ARCHITECT'S APPROVAL. REFER TO MATERIAL SPECIFICATIONS FOR

REQUIREMENTS.

3. REFER TO FINISH SCHEDULE FOR ALL ABBREVIATIONS AND MATERIAL SPECS. REFER TO FINISH PLAN FOR

ADDITIONAL MATERIAL/COLOR LOCATIONS.

4. ANY SPECIFIC BRAND NAMES LISTED, OR ITEMS NOTED AS "BASIS OF DESIGN," ARE INTENDED TO INDICATE THE QUANTITY, STYLE, AND/OR GENERAL APPEARANCE FOR A SPECIFIC PRODUCT, AND ARE NOT

INTENDED TO INDICATE SOLE SOURCING OF THAT PRODUCT. CONTRACTOR MAY USE PRODUCTS

FROM OTHER MANUFACTURERS THAT ARE EQUIVALENT IN STYLE, QUALITY, AND APPEARANCE TO

THOSE LISTED. SUBSTITUTIONS MUST BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO

ORDERING SUCH MATERIALS.

5. CONTRACTOR RESPONSIBLE FOR APPROPRIATE TRANSITION STRIPS AT CENTERLINE OF DOOR THRESHOLD OR AS DELINEATED ON FINISH PLAN WHEREVER THERE IS A CHANGE IN FLOOR MATERIAL.

6. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL CEILING INFORMATION.

7. ALL OUTSIDE CORNERS OF QUARTZ OR SOLID SURFACE COUNTERTOPS SHALL RECEIVE 3/4" RADIUS.

8. CONTRACTOR TO PROVIDE SOLID FIRE RETARDANT TREATED WOOD BLOCKING IN STUD SPACE AND

PROVIDE ANCHORS THROUGH GYPSUM WALLBOARD AND WOOD BLOCKING. PLASTIC HANGERS AND

INSERTS TO BE AVOIDED.

9. ALL MILLWORK TO BE CONSTRUCTED OF 3/4" PLASTIC LAMINATE MATERIAL AS INDICATED IN SECTIONS, UNLESS NOTED OTHERWISE.

10. FASTENERS FOR KNEE BRACE SUPPORTS ARE TO BE FINISHED CHROME HEADED SCREWS.

11. DRAWER CONSTRUCTION, MATERIALS, AND JOINERY IS TO BE PREMIUM GRADE PER AWI STANDARDS.

12. ALL SURFACES, INCLUDING THOSE CONCEALED AFTER INSTALLATION, ARE TO BE FINISHED PER

SPECIFICATION. MIN. BACKER BK-20.

13. ALL CABINETS WITH DOORS SHALL RECEIVE CYLINDER LOCKS AT EACH DOOR LEAF. COORD. REQUIRED

KEYING W/VA.

14. EXPOSED WALL CLEATS ARE TO BE PAINTED FINISH. AT WORK SURFACES PROVIDE BEVELED CUT AND

HOLD BACK MIN. 4" FROM LEADING EDGE OF WORK SURFACE.

15. 1" OVERHANG TYPICAL @ COUNTERTOPS WITH BASE CABINETS BELOW UNLESS NOTED OTHERWISE.

16. SCRIBES AT CABINET BODY ARE TO BE FLUSH WITH BODY. SCRIBES/FILLERS AT DOORS AND DRAWER

FRONTS ARE TO BE FLUSH WITH DOOR OR DRAWER FRONTS.

17. DRAWERS ARE TO BE FULL-DEPTH OF COUNTER U.N.O.

18. ALL CABINET INTERIORS ARE TO BE PER SPECIFICATIONS. HPDL GP-28 (VERTICAL GRADE LAMINATE).

19. ALL COUNTERTOPS SHALL BE INSTALLED UPON MIN. 3/4" PLYWOOD SUBSTRATE.

20. REFER TO SPECIFICATIONS FOR HARDWARE GUIDELINES AND STANDARDS.

21. CONTRACTOR TO COORDINATE POWER/CABLE OUTLET LOCATIONS WITH VA-PROVIDED TV'S IN FIELD WHERE

APPLICABLE, TYP.

22. GROMMET LOCATIONS SHALL BE PROVIDED/DRILLED BY GC IN FIELD, AND FINAL LOCATIONS SHALL BE

COORDINATED WITH VA.

FINISH & CASEWORK NOTES:

PAINT NOTES:

1. STANDARD WALL FINISH SHALL BE SATIN OR EGGSHEL SHEEN.

2. ALL METAL TRIM ITEMS TO BE PAINTED (E.G. DOOR FRAMES, LOUVERS, ETC.) SHALL RECEIVE SEMI-GLOSS

SHEEN AND SHALL MATCH THE COLOR OF THE WALL IN WHICH THEY ARE INSTALLED.

3. CEILING SHALL RECEIVE FLAT PAINT FINISH. SEE FINISH SCHEDULE.

BASE MAT'L., SEE INT.

ELEVATIONS & FINISH

PLAN

PLAM-FACED DRAWER WITH

FULL EXTENSION GUIDES

AND WIRE PULL

PLAM-FACED ADJUSTABLE

SHELVES ON 1/4" HEAVY

DUTY STAINLESS STEEL PINS

QUARTZ BACKSPLASH W/ 1/4"

RAD. BULLNOSE, FINISH TO

MATCH COUNTERTOP

2'

1' - 0 3/4"

1'

0"

CLEAR SEALANT, TYP.

2'

0"

4"

3"

2' - 1"

4" 1 1/

2" 6"

PLAM-FACED UPPER WALL

CABINETS W/ADJUSTABLE

SHELVING, TYP. REFER TO

FINISH PLANS/SCHEDULE FOR

PLAM SPECS.

PAINTED GYP. BD. SOFFIT

OVER 3-5/8" MTL. STUD

FRAMING - SEE CLG. PLAN

PROVIDE 3/8" GAP @ SOFFIT

JT. W/PLAM FINISH, TYP.

CEILING

4" WIRE PULL, SATIN NICKEL

FINISH, TYP.

6" H BASE MAY OCCUR -

SEE INT. ELEVATIONS &

FINISH PLAN. ADJUST

MILLWORK BASE

ACCORDINGLYI

QUARTZ COUNTERTOP OVER

3/4" PLYWOOD SUBBASE

DRAWER

4" WIRE PULL, SATIN NICKEL

FINISH, TYP.

1/2" PLYWD. BACKER W/PLAM

FINISH, TYP.

PLAM-FACED BASE CABINETS

W/ADJUSTABLE SHELVING, TYP.

REFER TO FINISH

PLANS/SCHEDULE FOR PLAM

SPECS.

PROVIDE IN-WALL

STEEL STRAP

BLOCKING AS REQ'D.

IN STUD SPACE TO

SUPPORT ALL

CABINETS, TYP.

COORD. LOCATIONS

IN FIELD

1"

2'

1' - 0 3/4"

1'

0"

2'

0"

4"

3"

2' - 1"

4" 1 1/

2"

REFER TO SECTION

DETAIL A, THIS SHEET,

FOR TYPICAL

CABINET/MILLWORK

NOTES

SINK 6"

PLAM-FACED FIXED

PANEL - ALIGN WITH

ADJACENT

DRAWERS

1"

VERIFY W/MANUF.

SINK CUTOUT

SINK - REFER TO

PLUMB. DWGS. FOR

SPEC. COORD.

CUTOUTS IN

COUNTERTOPS

W/SINK & FAUCET

MANUF.

PASS-THRU CABINET

HEPA FILTER ENCLOSURE

COMPONENT (INTEGRAL TO

CABINET)

SPECIAL NOTE: TOP

ATTACHMENT FLANGES

FOR CABINET SHALL

OCCUR ABOVE ADJACENT

DRYWALL CEILINGS. GC

SHALL INSTALL CABINET

FIRST, AHEAD OF FINAL

GYP. CLG. INSTALLATION,

BOTH SIDES

BUFFER AREA

SIDE

OPEN WORK

AREA SIDE

18 GA. STRUCTURAL CSJ

STUD HEADER @ TOP OF

OPENING

CAULK ENTIRE PERIMETER

OF CABINET JOINT @ CLG.

W/FOOD-GRADE FUNGICIDE

SEALANT

GYP. BD. SOFFIT OVER

CABINET - SEE CLG. PLAN

TILE CEILING - SEE CLG. PLAN

3'

V E

R

IF

Y W

/M A

N U

F

4'

/4

18 GA. STRUCTURAL CSJ

STUD SILL HEADER @

BOTTOM OF OPENING

ALL STUDS FRAMING

SUPPORTING PARTITION OF

PASS-THRU CABINET SHALL BE

18 GA. STRUCTURAL CSJ

STUDS @ 16" O.C. UNIT

WEIGHS 400 LBS.

WALL PANELING - SEAL

JOINT BETWEEN WALL

PANELS & PASS THRU

CABINET

COVE BASE - SEE

ENLARGED DETAIL

LINE OF PARTITION

BEYOND

8"

3'

6"

DRAWER

4"

EQ. EQ.

INTEGRAL POURED

EPOXY COVE BASE -

PROVIDE 1/8"

PLYWD. BACKER

OVER WOOD

BLOCKING - SEE

ENLARGED BASE

DETAIL

QUARTZ BACKSPLASH

W/ 1/4" RAD.

BULLNOSE, FINISH TO

MATCH COUNTERTOP

CLEAR SEALANT, TYP.

QUARTZ

COUNTERTOP OVER

3/4" PLYWOOD

SUBBASE

REFER TO SECTION

DETAIL A, THIS SHEET,

FOR TYPICAL

CABINET/MILLWORK

NOTES

D

AS-3.1

PTD. GYP. BD. CEILING

CAULK ENTIRE PERIMETER

OF CABINET JOINT @ CLG.

W/FOOD-GRADE FUNGICIDE

SEALANT

NOTE: CEILING HEIGHT IS HIGHER IN

STERILE HD BUFFER AREA BC305.

PROVIDE WP-2 PANELING ABOVE PASS-

THRU AT THIS LOCATION

C

AS-3.1

PASS THRU CABINET

LINE OF PARTITION BELOW

AND ABOVE

ALL STUDS FRAMING

SUPPORTING PARTITION OF

PASS-THRU CABINET SHALL

BE 18 GA. STRUCTURAL CSJ

STUDS @ 16" O.C.

DOUBLE 18 GA.

STUDS @ JAMB

SEAL ENTIRE

PERIMETER OF

CABINET WHERE

ASSEMBLY MEETS

WALL PANELING,

TYP.

STAINLESS STEEL WINDOW

FRAME ASSEMBLY

8"

V E

R

IF

Y W

/M A

N U

F

2'

2"

2" 1'

BUFFER AREA

SIDE

OPEN WORK

AREA SIDE

SS-1

PT-6

PT-6

RB-3

E

AS-3.1

Sim

2'

PT-4

QB-1

EX. TO REMAIN

EX. TO REMAIN

ALIGN REVEALS, TYP. MATCH

EXISTING REVEAL PROFILE TO

EXISTING FOR NEW WALL

DRAWER

DRAWER

3'

1'

4" 1'

6"

3"

DRAWER

1/

2"

1"

2' - 7"

4"

DRAWER

DRAWER

DRAWER

1' - 1"1' - 6"

1'

1'

1'

1' - 0" TYP.

T Y

P

1/

2"

2' - 1"

3'

3'

6"

BASE MAT'L., SEE INT.

ELEVATIONS & FINISH

PLAN

PLAM-FACED

DRAWERS WITH FULL

EXTENSION GUIDES

AND WIRE PULL

QUARTZ BACKSPLASH W/ 1/4"

RAD. BULLNOSE, FINISH TO

MATCH COUNTERTOP

CLEAR SEALANT, TYP.

QUARTZ COUNTERTOP

OVER 3/4" PLYWOOD

SUBBASE

4" WIRE PULL, SATIN

NICKEL FINISH, TYP.

1/2" PLYWD. BACKER

W/PLAM FINISH, TYP.

PLAM-FACED ADJUSTABLE

SHELVING W/MIN. TWO (2)

ADJUSTABLE METAL STANDARD

BRACKETS PER SHELF

1" THICK PLAM-FACED END

PANEL BEYOND

1" THICK PLAM-

FACED END PANEL

BEYOND

3'

G Y

P . B

D

3'

P

LA

M P

A N

E L

5"

5/8" PLAM-FACED REAR

PANEL TO BE PROVIDED AT

ALL EXPOSED SURFACES

OF WORKSTATION

ASSEMBLY

3-5/8" MTL. STUDS @ 16"

O.C.

5/8" GYP. BD. REAR PANEL

TO BE PROVIDED AT ALL

CONCEALED SURFACES OF

WORKSTATION ASSEMBLY

PROVIDE PLAM PANEL @

TOP OF ASSEMBLY, TYP.

SEE NOTES & DIMS.

ON OTHER SIDE OF

DRAWING

TCGRX EQUIPMENT

SHOWN DASHED - FOR

REFERENCE ONLY

ALL PLAM ON

SECTIONS F & G

SHALL BE PL-3.

ALL QUARTZ

SURFACES SHALL

BE SQ-3.

1" THICK PLAM-

FACED END

PANEL BEYOND

1" THICK PLAM-

FACED END

PANEL BEYOND

3'

8" P

LA

M

4"

5"

1' - 1"

3'

4"

3"

2' - 7" 2' - 1"

4" 2"

P

LA

M

1/

2" 2'

-0

7"

PRINTER (BY VA)

BASE MAT'L., SEE

INT. ELEVATIONS &

FINISH PLAN

QUARTZ BACKSPLASH W/ 1/4"

RAD. BULLNOSE, FINISH TO

MATCH COUNTERTOP

CLEAR SEALANT, TYP.

QUARTZ

COUNTERTOP

OVER 3/4"

PLYWOOD

SUBBASE

1/2" PLYWD. BACKER

W/PLAM FINISH, TYP.

1" THICK PLAM-FACED

END PANEL BEYOND

PLAM FINISH @

INTERIOR FACES OF

PRINTER SHELF, TYP.

DRAWER

CASEWORK

BEYOND

1"

PLAM PANEL

5" X 5" SQ. PLAM-

CLAD POWER

POWER BEYOND

PROVIDE PLAM

PANEL @ TOP OF

WALL

HEAVY DUTY 20" X 20"

PAINTED METAL

COUNTER BRACKET.

BASIS OF DESIGN:

FEDERAL BRACKET #

PLAM FINISH

ENTIRE HEIGHT ON

TCGRX DESK SIDE

1" THICK PLAM-

FACED END PANEL

BEYOND

2'

1/

2"

QUARTZ

COUNTERTOP OVER

3/4" PLYWOOD

SUBBASE

BASE MAT'L.

TCGRX

DESK SIDE

5/8" GYP. BD.

BEHIND PRINTER

SHELF UNIT

PLAM FINISH TO BE

PROVIDED AT ALL EXPOSED

SURFACES OF

WORKSTATION ASSEMBLY

3-5/8" MTL. STUDS @ 16"

O.C.

2'

2' - 1"

4" 1 1/

2"

SINK 6"

SEE SECTION B,

THIS SHEET, FOR

TYP. SINK BASE

CABINET DETAIL

1"

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

R 8"

1'

10"

1'

0"

SEE SECTION A,

THIS SHEET, FOR

TYP. UPPER

CABINET DETAIL

1/4" THICK PLEXI-

GLASS DIVIDER

PANEL W/RADIUSED

FRONT EDGE

STAINLESS STEEL L-

BRACKET, BOTH

SIDES OF DIVIDER

PANEL, SECURED @

8" O.C. VERTICALLY.

PROVIDE TWO (2)

SCREWS @ TOP LEG

AS SHOWN

CLEAR

SEALANT

SCRIBE PANEL AROUND

BACKSPLASH AS TIGHT

AS POSSIBLE, PROVIDE

CLEAR SEALANT

PROVIDE 3/4" H STAINLESS

STEEL CHANNEL @ BASE

OF PLEXI-GLASS PANEL

FOR FULL DEPTH OF

PANEL, SECURE TO

COUNTERTOP

2'

1/

2"

2' - 7"

4"

3'

3'

QUARTZ COUNTERTOP OVER

3/4" PLYWD. SUBBASE (NOTE:

SOLID SURFACE MATERIAL

MAY OCCUR, SEE FINISH

PLAN/SCHEDULE - DETAILS

SIMILAR)

QUARTZ BACK &

SIDESPLASHES (NOTE: SOLID

SURFACE MATERIAL MAY

OCCUR, SEE FINISH

PLAN/SCHEDULE - DETAILS

SIMILAR)

STAINLESS STEEL FRAMED

WINDOW ASSEMBLY W/ 1/4"

GLAZING

HEAVY DUTY 20" X 20"

PAINTED METAL COUNTER

BRACKET. BASIS OF

DESIGN: FEDERAL

BRACKET #390

COVE BASE, SEE FINISH

PLAN/SCHEDULE

PAINTED GYP. BD. FINISH

SEAL WINDOW

PERIMETER WITH FOOD

GRADE FUNGICIDE

SEALANT

BUFFER AREA

SIDE

OPEN WORK

AREA SIDE

PROVIDE IN-WALL STEEL

STRAP BLOCKING AS

REQ'D. IN STUD SPACE TO

SUPPORT ALL COUNTERS,

TYP. COORD. LOCATIONS

IN FIELD

WALL PANELING, SEE

ELEVATIONS

INTEGRAL EPOXY BASE,

SEE COVE BASE

DETAILS

WALL PANELING, SEE

ELEVATIONS

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

FULLY SPRINKLERED

ARCHITECT:CONSULTANTS:

Office of Construction and Facilities Management

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

E T

G

DE

I

RE

T

S

HCRA

I

KACZMAR

STANLEY

NO. 4988

T

E R

S

A

TE

I

T C

J.

O

O

FO

H

VETERANS AFFAIRS MEDICAL CENTER

RENOVATE PHARMACY TO COMPLY WITH

USP DIRECTIVES

5.30.19

INTERIOR ELEVATIONS & MILLWORK

DETAILS

AS-3.1

541-19-103

10701 EAST BLVD. CLEVELAND, OHIO

CJK DAK

INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AS-3.1

Q

MODULE J - NURSE STATION WEST

SECTION DETAIL

SCALE: 1" = 1'-0"AS-3.1

A

STAFF LOUNGE BC321 - TYP. COUNTER/BASE & UPPER CABINETS

SECTION DETAIL

SCALE: 1" = 1'-0"AS-3.1

B

STAFF LOUNGE BC321 - TYP. SINK DETAIL

SECTION DETAIL

SCALE: 1" = 1'-0"AS-3.1

C

OPEN WORK AREA BC327 - PASS-THRU WINDOW DETAIL

PLAN DETAIL

SCALE: 1" = 1'-0"AS-3.1

D

OPEN WORK BC327 - PASS THRU WINDOW

INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AS-3.1

R

PHARMACY OFFICE 2B461 - SOUTH

INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"AS-3.1

P

MAINSTREET BD300A - EAST

SECTION DETAIL

SCALE: 1" = 1'-0"AS-3.1

F

FINAL CHECKING/TCGRX STATION

SECTION DETAIL

SCALE: 1" = 1'-0"AS-3.1

G

SCIRPTPRO/TCGRX STATION

SECTION DETAIL

SCALE: 1" = 1'-0"AS-3.1

H

MODULE J NURSE STATION - SINK DETAIL

Revisions Date

5 BID ISSUE SUBMISSION 5.30.19

4 100% CD's SUBMISSION 12.21.18

3 90% CD's SUBMSSION 11.16.18

2 65% CD's SUBMISSION 10.12.18

1 35% CD's 8.20.18

SECTION DETAIL

SCALE: 1" = 1'-0"AS-3.1

E

TYPICAL COUNTER/BRACKET DETAIL

DOOR SCHEDULE REMARKS:

1. KEY LOCK/CYLINDER - SPEC TO MATCH EXISTING BUILDING KEYING SYSTEM

2. TEMPERED SAFETY GLASS LITE TO BE PROVIDED IN DOOR - SEE DOOR ELEVATION

3. CLOSER - MATCH BUILDING STANDARD

4. WALL STOP

5. PRIVACY SET TO BE PROVIDED

6. CARD READER WITH SEPARATE, ADJACENT PROGRAMMABLE SCRAMBLE PAD ACCESS INTEGRATED INTO EXISTING BUILDING SYSTEM - READER SPEC: HID RP-40, 75-BIT (OR APPROVED EQUAL). DOOR SHALL BE SECURED WITH MAG-LOCK - MATCH

EXISTING DOOR HARDWARE. PROVIDE PUSH-TO-EXIT BUTTON ON OPPOSITE SIDE OF CARD READER

7. CARD READER ACCESS INTEGRATED INTO EXISTING BUILDING SYSTEM - SPEC: HID RP-40, 75-BIT (OR APPROVED EQUAL). DOOR SHALL BE SECURED WITH MAG-LOCK - MATCH EXISTING DOOR HARDWARE. PROVIDE PUSH-TO-EXIT BUTTON ON

OPPOSITE SIDE OF CARD READER

8. PUSH PAD OPERATION/AUTOMATIC DOOR OPERATOR TO BE PROVIDED. AUTOMATIC DOOR OPERATOR SHALL BE EQUIPPED WITH SAFETY DEVICES TO PREVENT DOORS FROM CLOSING ON STAFF/EQUIPMENT

9. FRAME GASKETING, AND BOTTOM SWEEP - MATCH BUILDING STANDARD

10. SMOKE PARTITION: DOOR SHALL COMPLY WITH NFPA 80 REQUIREMENTS

HM, PTD. -

SINGLE

HM, PTD. -

DOUBLE

ALUMINUM, PREFINISHED -

SLIDING CLEAN ROOM

FRAME

H.M., PTD. W/TEMP. SAFETY

GLASS SIDELITE

1' - 4"

6"

2"

2"

2"2"

2"

2"2" 2"

A

FLUSH SCWD

OR HM, SEE

SCHED.

B

ALUMINUM PUSH-PAD ACTIVATED SLIDING

CLEAN ROOM DOORS

BASIS OF DESIGN: STANLEY DURA-GLIDE

2000 SERIES CLEAN ROOM

C

HOLLOW METAL W/HALF

VISION LITE TEMP. SAFETY

GLASS

D

SOLID CORE WOOD

W/FULL VISION LITE TEMP.

SAFETY GLASS

5" 2' - 2" 5"

5" 2'

5" 2' - 2" 5"

E

SOLID CORE WOOD

W/HALF VISION LITE

TEMP. SAFETY GLASS

1'

ELEVATIONS DO NOT SHOW HARDWARE

OVERALL ROUGH OPENING DIMENSIONS INCLUDE SHIM / SEALANT JOINT (REFER TO LARGE SCALE DETAILS).

ALL DIMENSIONS ARE TO BE FIELD VERIFIED PRIOR TO SUBMITTAL OF SHOP DRAWINGS

VERTICAL GLASS SHALL COMPLY WITH LOAD REQUIREMENTS OF SECTIONS 2402.0 AND 2404.1 OBC.

SAFETY GLAZING SHALL COMPLY WITH REQUIREMENTS OF SECTIONS 2406.0 & 716.5 OBC, WHICH INCLUDES 45-

MINUTE RATED FIRE- PROTECTION RATED GLAZING.

ALL DOORS TO HAVE TEMPERED SAFETY GLASS.

PROVIDE TEMPERED SAFETY GLASS ADJACENT TO DOORS.

SEE ELECTRICAL DRAWINGS FOR SECURITY DEVICE SCOPE MATRIX (MAG LOCKS, CARD READERS, ETC.)

GLASS AND GLAZING NOTES:

BASE AS SCHEDULED, (TYP.)

MOISTURE RESISTANT "BLUE

BOARD" @ WET LOCATIONS.

DEFLECTION TRACK SYSTEM (TYP).

ACOUSTIC SEALANT @ UNDERSIDE OF

DECK, BOTH SIDES AND AROUND ALL

PENETRATIONS (TYP.)

FIN. FLOOR

FRAME AROUND ALL

STRUCTURAL STEEL AND

OTHER ITEMS. MAINTAIN

CONTINUITY OF

INSULATION

4 7/8"

3 5/8"

4 7/8"

4 7/8"

MINIMUM CHASE

12" CLEAR

CAULK TIGHT TO

UNDERSIDE OF

DECK,TYP. BOTH SIDES

EXTEND METAL STUDS TO

UNDERSIDE OF DECK ABOVE

SLIP TRACK AT

STRUCTURE, ABOVE

CEILING TYPE VARIES.

SEE REF. CEILING PLANS

5/8" GYP. BD. BOTH

SIDES

3 5/8" METAL STUDS @

16" O.C.

SEE FINISH SCHEDULE

FOR BASE AND FLOOR

MATERIAL

1B

UNDERSIDE OF

DECK

BASE AS

SCHEDULED,

(TYP.)

6 3/16"

2A

DEFLECTION TRACK

SYSTEM (TYP).

TWO (2) LAYERS 5/8" GYP. BD.

ONE (1) LAYER

5/8" GYP. BD.

HEAVY DASHED LINE INDICATES

3/4" EXPANDED METAL MESH @

ALL SECURED PERIMETER

WALLS

1A

6"

PUBLIC SIDE PUBLIC SIDE

RECESSED QUARTZ

BASE, BOTH SIDES

EXTEND STUD

FRAMING TO

UNDERSIDE OF

DECK ABOVE

ROOM SIDE SHAFT SIDE

CEILING TYPE VARIES.

SEE REF. CEILING PLANS

FIRE CAULK CAULK TIGHT

TO UNDERSIDE OF

DECK,TYP. BOTH SIDES

EXTEND METAL STUDS TO

UNDERSIDE OF DECK ABOVE

TWO (2) LAYERS 5/8"

GYP. BD.

2-1/2" C-H METAL

STUDS @ 16" O.C. W/1"

SOUND BATT INSUL.

SEE FINISH SCHEDULE

FOR BASE AND FLOOR

MATERIAL

1" GYPSUM LINER

PANEL

TYPE 2TYPE 2A

PUBLIC SIDE

ROOM SIDE

UNDERSIDE OF EX.

GYP. CEILING

TWO (2) LAYERS 5/8"

GYP. BD.

RECESSED QUARTZ

BASE

NEW CLG. TILE

EX. CLG. TILE

GRAY HATCHING

INDICATES EX. GYP. BD.

SOFFIT TO REMAIN,

SEE CLG. PLAN

EXTEND OUTER

LAYER OF GYP.

BD. JUST ABOVE

EX. CLG.

EXTEND INNER LAYER OF

GYP. BD. TO DECK, BOTH

SIDES OF WALL

FIRE CAULK @ TOP, BOTH

SIDES

HEAVY DASHED LINE

INDICATES 3/4"

EXPANDED METAL

MESH @ ALL

SECURED

PERIMETER WALLS

BASE AS SCHEDULED, (TYP.)

DEFLECTION TRACK SYSTEM (TYP).

ACOUSTIC SEALANT @ UNDERSIDE

OF DECK, BOTH SIDES TYPE 5 (ONE

SIDE TYPE 5A) AND AROUND ALL

PENETRATIONS (TYP.)

FRAME AROUND ALL

STRUCTURAL STEEL AND

OTHER ITEMS. MAINTAIN

CONTINUITY OF

INSULATION

7 1/4"

6 5/8"

FIN. FLOOR

4 7/8"

UNDERSIDE OF

DECK

EXTEND ALL TEMPORARY

PARTITIONS TO

UNDERSIDE OF EXISTING

STRUCTURAL SLAB/DECK

ABOVE AND AROUND ALL

STRUCTURAL AND UTILITY

PENETRATIONS. SEAL

AROUND ALL

PENETRATIONS AND @

TOP OF WALL, BOTH

SIDES

TYPICAL TEMPORARY "SOLID

BARRIER" CONSTRUCTION

PARTITION

PATCH ALL EXISTING

CEILINGS UPON

REMOVAL OF

TEMPORARY PARTITION,

TYP.

CONSTRUCTION

SIDE

HOSPITAL/PATIENT

SIDE

PROVIDE A LEVEL 4 FINISH,

PAINT THE WALL TO MATCH

ADJACENT PAINT AND

PROVIDE RUBBER BASE

ENSURE TIGHT SEAL @

BOTTOM OF WALL

ONE (1) LAYER 5/8"

TYPE X GYP. BD.

ON BOTH SIDES

OF 3-5/8" MTL.

STUDS @ 16" O.C.

3" SOUND BATT

INSULATION SHALL BE

PROVIDED IN

INPATIENT PHARMACY

CONSTRUCTION

AREAS ONLY

EXTEND ALL TEMPORARY

PARTITIONS TO UNDERSIDE OF

EXISTING STRUCTURAL SLAB/DECK

ABOVE AND AROUND ALL

STRUCTURAL AND UTILITY

PENETRATIONS. SEAL AROUND ALL

PENETRATIONS AND @ TOP OF WALL

TYPICAL TEMPORARY

"PLASTIC BARRIER"

CONSTRUCTION PARTITION

PATCH ALL

EXISTING

CEILINGS UPON

REMOVAL OF

TEMPORARY

PARTITION, TYP.

CONSTRUCTION

SIDE

HOSPITAL/PATIENT

SIDE

CORRUGATED PLASTIC

SHEETING - 4 X 8

SHEETS, FULLY

SEALED/TAPED @ ALL

SEAMS, ON 3-5/8" MTL.

STUDS @ 16" O.C.

CORRUGATED

PLASTIC SHEETING

SPEC: GLOBAL

PLASTIC SHEETING -

GPS ULTRA CORE

CORRUGATED

PLASTIC FR SHEETS -

OR APPROVED EQUAL

SEAL @ BASE,

TYP.

METAL STUD

HEADER

5/8" GWB - NOTE: DOUBLE

LAYER MAY OCCUR - SEE

WALL TYPES

STANDARD WELDED

HM FRAME FOR

DRYWALL

CAULK ALL AROUND

BOTH SIDES

H-1

D O O R S E E

S C H E D

J-1

DOOR SEE SCHED.

DOOR PANEL

DOUBLE MTL STUDS

BACK TO BACK

HM FRAME. 3 MTL

ANCHORS PER JAMB

STUD WIDTH

FRAMES IN METAL STUD

PARTITIONS

5/8" GWB - NOTE:

DOUBLE LAYER

MAY OCCUR - SEE

WALL TYPES

CAULK ALL AROUND

BOTH SIDES

WIDTH + 1/8" MIN.

THROAT OPG. = PARTITION

1/2" RET.1/2" RET.

2" F R

5/ 8" S T O P

VARIES VARIES

1 15/16" (DOOR SIDE)

ADD RETURN ON FRAME

WHERE DRYWALL

FINISH IS REQUIRED

FRAMES IN METAL STUD

PARTITIONS

STANDARD DOOR FRAME

H-2

J-2

WALL PANELING (WP-2)

METAL STUD

HEADER

CAULK ALL AROUND

FRAME PERIMETER WITH

FOOD GRADE FUNGICIDE

SEALANT, BOTH SIDES

ALUM. SLIDING DOOR

HEADER ASSEMBLY

WALL PANELING

(WP-2)

DOUBLE STUDS,

TYP.

CAULK ALL AROUND

FRAME PERIMETER WITH

FOOD GRADE FUNGICIDE

SEALANT, BOTH SIDES

ALUM. SLIDING DOOR

JAMB ASSEMBLY

CORNER CAP TRIM

BY WALL PANEL

SUPPLIER

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

FULLY SPRINKLERED

ARCHITECT:CONSULTANTS:

Office of Construction and Facilities Management

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

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HCRA

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STANLEY

NO. 4988

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VETERANS AFFAIRS MEDICAL CENTER

RENOVATE PHARMACY TO COMPLY WITH

USP DIRECTIVES

5.30.19

DOOR SCHEDULE, WALL TYPES, &

DETAILS

AS-7.0

541-19-103

10701 EAST BLVD. CLEVELAND, OHIO

CJK DAK

DOOR SCHEDULE

DOOR # FROM TO W H T MATERIAL FINISH TYPE

FRAME

MATERIAL

FRAME

TYPE HEAD JAMB

FIRE

RATING

HARDWARE

SET COMMENTS

2B461 Corridor Pharmacy Office 3' - 0" 7' - 0" 1 3/4" SCWD STD A HM 1 H-1 J-1 - NOTE #1, #3, #4, #6

BAC301A Storage HD Storage Room 3' - 0" 7' - 0" 1 3/4" SCWD STD A HM 1 H-1 J-1 -

BC301 Corridor Storage 6' - 0" 7' - 0" 1 3/4" SCWD STD A HM 2 H-1 J-1 - NOTE #1, #3, #4, #7, #8, #9, #10

BC304 Receiving Area Corridor 6' - 0" 7' - 0" 1 3/4" SCWD STD A HM 2 H-1 J-1 - NOTE #1, #3, #4, #7, #8, #9, #10

BC305 Sterile HD Buffer Area HD Garbing 6' - 0" 7' - 0" 1 3/4" ALUM/GL PREFIN. B ALUM. 3 H-2 J-2 - NOTE #8

BC306 Inpatient Pharmacy Office 3' - 0" 7' - 0" 1 3/4" SCWD STD A HM 4 H-1 J-1 - NOTE #1, #4

BC309A Receiving Area HD Storage 6' - 0" 7' - 0" 1 3/4" SCWD STD A HM 2 H-1 J-1 - NOTE #1, #3, #4, #7, #8, #9, #10

BC309B HD Storage Inpatient Pharmacy 3' - 0" 7' - 0" 1 3/4" SCWD STD A HM 1 H-1 J-1 - NOTE #1, #3, #7, #8, #9, #10

BC321 Staff Lounge Open Office 3' - 0" 7' - 0" 1 3/4" SCWD STD E HM 1 H-1 J-1 NOTE #1, #3, #4

BC322A Open Office Inpatient Pharmacy 3' - 0" 7' - 0" 1 3/4" SCWD STD A HM 1 H-1 J-1 - NOTE #1, #3, #6

BC323 Open Office Staff Toilet 3' - 0" 7' - 0" 1 3/4" SCWD STD A HM 1 H-1 J-1 - NOTE #1, #3, #4, #5

BC324 Non-HD Garbing Sterile Non-HD Buffer Area 6' - 0" 7' - 0" 1 3/4" ALUM/GL PREFIN. B ALUM. 3 H-2 J-2 - NOTE #8

BC326 Non-HD Anteroom Open Work Area 3' - 0" 7' - 0" 1 3/4" HM PTD C HM 4 H-1 J-1 - NOTE #1, #2, #3, #4, #8, #9

BC327 Inpatient Pharmacy Open Work Area 3' - 0" 7' - 0" 1 3/4" SCWD/GL STD D HM 4 H-1 J-1 - NOTE #1, #2, #3, #4, #7

BC328 Open Work Area HD Anteroom 3' - 0" 7' - 0" 1 3/4" HM PTD C HM 4 H-1 J-1 - NOTE #1, #2, #3, #4, #8, #9

BD300A Receiving Area Mainstreet 6' - 0" 7' - 0" 1 3/4" SCWD STD A HM 2 H-1 J-1 45 MIN. NOTE #1, #3, #4, #6, #8, #9

NOTE #1, #3, #4, #7, #8, #9, #10

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

DOOR FRAME TYPES

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

DOOR TYPES

SCALE: 1" = 1'-0"

WALL TYPES

TYPE 1 - INTERIOR PARTITION 20 GA. 3 5/8" MTL. STUDS

TYPE

FIRE

RATING CONSTRUCTION UL DES STC RATING

1 N/A ONE (1) LAYER OF 5/8" GYP. BD. ON EACH SIDE OF 3-5/8" METAL STUDS @

16"O.C. PROVIDE 3" SOUND BATT INSULATION IN STUD CAVITY

1B ONE (1) LAYER OF 5/8" GYP. BD. ON EACH SIDE OF 3-5/8" METAL STUD @

16"O.C. NO BATT INSULATION

1C ONE (1) LAYER OF 5/8" GYP. BD. ON ONE SIDE OF 3-5/8" METAL STUDS @

16" O.C. NO SOUND BATT INSULATION

1D SECURED PERIMETER/SMOKE PARTITION: ONE (1) LAYER OF 5/8" GYP. BD.

ON ONE SIDE OF 3-5/8" METAL STUDS @ 16" O.C. GYP. BD. SHALL EXTEND

TO UNDERSIDE OF DECK ABOVE, SEALED AT TOP. ALL NEW/EXISTING

UTILITY/MEP THROUGH-PENETRATIONS SHALL BE FULLY SEALED AROUND

THE ANNULAR SPACE. PROVIDE 3/4" EXPANDED METAL MESH ON ONE (1)

SIDE OF STUDS, FULL HEIGHT BEHIND DRYWALL FROM FLOOR TO DECK.

3" SOUND BATT INSULATION

1E SMOKE PARTITION: ONE (1) LAYER OF 5/8" GYP. BD. ON EACH SIDE OF

3-5/8" METAL STUDS @ 16"O.C. GYP. BD. SHALL EXTEND TO UNDERSIDE

OF DECK ABOVE, SEALED AT TOP. ALL NEW/EXISTING UTILITY/MEP

THROUGH-PENETRATIONS SHALL BE FULLY SEALED AROUND THE

ANNULAR SPACE. PROVIDE 3" SOUND BATT INSULATION IN STUD CAVITY

TYPE 2 - INTERIOR PARTITION 20 GA. 3 5/8" MTL. STUDS

TYPE

FIRE

RATING CONSTRUCTION UL DES STC RATING

2 TWO (2) LAYERS OF 5/8" GYP. BD. ON EACH SIDE OF 3-5/8"

METAL STUD @ 16"O.C. NO SOUND BATT INSULATION

2A 1 HR SECURED PERIMETER/ FIRE SMOKE BARRIER: TWO (2)

LAYERS OF 5/8" GYP. BD. ON PUBLIC SIDE, ONE (1) LAYER OF

5/8" GYP. BD. ON ROOM SIDE OF 3-5/8" METAL STUD @ 16"O.C.

PROVIDE 3/4" EXPANDED METAL MESH ON ONE SIDE OF

STUDS FULL HEIGHT FROM FLOOR TO DECK. PROVIDE 3"

SOUND BATT INSULATION IN STUD CAVITY

U473

TYPE 3 - INTERIOR CHASE WALL PARTITION 20 GA. 3 5/8" MTL. STUDS

TYPE

FIRE

RATING CONSTRUCTION UL DES STC RATING

3 TWO (2) SETS OF 3-5/8" METAL STUDS @ 16" O.C. W/ ONE (1)

LAYER OF 5/8" GYP. BD. ON ROOM SIDES OF WALL. VERIFY

REQUIRED CHASE DEPTH WITH TOILET CARRIER. PROVIDE

3" SOUND BATT IN BOTH STUD CAVITIES

TYPE 4 - INTERIOR SHAFT WALL PARTITION 20 GA. MTL. STUDS

TYPE

FIRE

RATING CONSTRUCTION UL DES STC RATING

4 2 HR TWO (2) LAYERS OF 5/8" GYP. BD. ON ONE SIDE OF 2-1/2" C-H

STUDS @ 16" O.C. W/1" GYPSUM LINER PANELS INSTALLED

ON SHAFT SIDE. PROVIDE 1" SOUND BATT INSULATION

U415, SYSTEM B

TYPE 5 - INTERIOR PARTITION 20 GA. 6" MTL. STUDS

TYPE

FIRE

RATING CONSTRUCTION UL DES STC RATING

5 N/A ONE (1) LAYER OF 5/8" GYP. BD. ON EACH SIDE OF 6" METAL

STUDS @ 16"O.C. PROVIDE 3" SOUND BATT INSULATION IN

STUD CAVITY

4A

Revisions Date

5 BID ISSUE SUBMISSION 5.30.19

4 100% CD's SUBMISSION 12.21.18

3 90% CD's SUBMSSION 11.16.18

2 65% CD's SUBMISSION 10.12.18

1 35% CD's 8.20.18

Printer Station

UP

UP

Tech Supv

BC311

IP Chief BC312 Alcove

BC313

Staff Entry

BC314

ELEC.

BC315

Assistant Chief

BC316

Secretary & Waiting

BC317

Chief Pharm.

BC318

Admin. Assist.

BC319

Clinic Coord.

BC320

IT

BB379

Open Office

BC322

Mainstreet Corridor

BC402

Closet BB375A Laminating

Paster Room

BB376

Conference

BB261

Corridor

BB260

Reception

BB262

Office

BB262A

Student Office

Inpatient Pharmacy

BC307

Corridor

BC307A

Narcotics Vault

BC310

EMS

BC302

Future Machine Room

BC303

Receiving Area

BC304

Storage

BC301

Mainstreet

BD300A

Lobby

BD300B

Lobby

BD300C

Mechanical

BC310A

BC403

Sterile HD Buffer Area

BC305

HD Garbing

BC308

Open Work Area

BC327

Non-HD Garbing

BC325

Sterile Non-HD Buffer Area

BC324

Staff Lounge

BC321

HD Storage

BC309

Office

BC306

HD Anteroom

BC328

Non-HD Anteroom

BC326

Staff Toilet

BC323

FURNITURE PHASE A

FURNITURE PHASE B

F U

R N

IT

U

R E

P H

A S

E A

F U

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P H

A S

E B

6'-4" 2"

2"

6'-4"

FINISH PLAN - INPATIENT

PHARMACY

Revisions: Date

35% CD'S SUBMISSION

AS-7.1

6.20.18

65% CD'S SUBMISSION 10.12.18

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT:

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

E T

G

DE

I

RET

S

HCRA

I

KACZMAR

STANLEY

NO. 4988

T

E R

S

ATE

I

T C

J.

O

O

FO

H

VETERANS AFFAIRS MEDICAL CENTER

RENOVATE PHARMACY TO COMPLY

WITH USP DIRECTIVES

10701 EAST BLVD. CLEVELAND, OHIO

541-19-103

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

FULLY SPRINKLERED

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREESTBORO RD. RICHFIELD, OH 44286

P. 330.659.6688

5.30.19 CJK DAK

1/4" = 1'-0"

INTERIOR FINISH PLAN

INPATIENT PHARMACY

NORTH

ALL WALLS U.N.O.

PROVIDE 2" WIDE

CONTRASTING COLOR EPX

FLOORING W/INTEGRAL BASE

@ HATCHED DEMARCATION

LINE LOCATION. FINAL

COLOR TBD

PL-1

EPX-1

PT-1A

SQ-2

SQ-2

SQ-2

PL-1

CG-1

CG-1

PT-1

PT-3

PT-2

PT-2

LVT-1 RB-1

BASE BID

BASE BID - PHASE IV

DEDUCT ALT. #2

RB-1

LVT-1 RB-1

BASE BID

BASE BID - PHASE IV

DEDUCT ALT. #2

PT-1

WP-1

BELOW

RB-1

EPX-1

WP-2 FULL HT. ALL

WALLS

FLOOR + 6"

INTEGRAL BASE

EPX-1

WP-2 FULL HT. ALL

WALLS

FLOOR + 6"

INTEGRAL BASE

EPX-1

WP-2FULL HT. ALL

WALLS

FLOOR + 6"

INTEGRAL BASE

CG-1

PT-3

PT-1

PT-3

PCT-1

PCTW-1

PCTW-2

PT-1 ABOVE

LVT-1

RB-1

PT-2 ALL WALLS

PT-2

WP-1

BELOW

CG-1

LVT-1

RB-1

PT-2

PT-1

RB-1

RB-1

PT-1

WP-1 BELOW

CG-1

CG-1

PT-1

WP-1

BELOW

CG-2

CG-2

PT-2

WP-1 BELOW

CG-1

PT-1

WP-1 BELOW

PT-2

L

V

T

R

B

B

A

S

B

I

D

B

A

D

P

H

A

V

D

E

D

U

C

T

A

L

CG-2

PT-3

RB-1

PT-3

RB-1

WP-1

SV-1

PT-1 ABOVE

FLOOR + 4"

INTEGRAL BASE

WP-1 BELOW

CG-1

EPX-1

PT-1 ABOVE

FLOOR + 6"

INTEGRAL BASE

WP-1 BELOW

CG-2

CG-1

EPX-1 FLOOR + 6"

INTEGRAL BASE

(INFILL ONLY,

MAKE FLUSH

W/EXISTING)

CG-3

(2 - REINSTALL

EXISTING)

TERZ-1

PT-4

QB-1

CG-3

CG-3

(2)

PT-4

QB-1

PT-4

QB-1

QB-1

PT-4

RB-2

RB-2

PT-1

RB-2

RB-2

CPT-1

ALIGN WITH PHASE IA WALL

REMOVAL LOCATION - SEE

PHASE IA PLAN

ALIGN WITH PHASE II CONST.

WALL REMOVAL LOCATION -

SEE PHASE II PLAN

PT-1

RB-2

CG-1

PT-3

RB-2

PT-1

RB-2

FLOOR + 6"

INTEGRAL BASE

SQ-1

PL-1

CABS.

TYPICAL

QUARTER

TURN LVT-1

FLOORING

INSTALLATION

- TYP. ALL

SPACES

WHERE LVT-1

IS IDENTIFIED

90% CD'S SUBMISSION 11.16.18

CPT-1

FILLER PANEL TRIM TO BE

PROVIDED BY LOCKER

SUPPLIER, TYP.

FILLER PANEL TRIM TO BE

PROVIDED BY LOCKER

SUPPLIER, TYP.

REINSTALL

REMOVED

HANDRAIL UPON

PHASE II

CONSTRUCTION

COMPLETION

PT-4

PCTB-1

PT-9 GYP. BD. CEILING

PT-9

GYP. BD.

CEILING

PT-9

GYP. BD.

CEILING

PT-9

GYP. BD.

CEILING

CG-1

FINAL WORKSTATION PLAN SHOWN FOR

REFERENCE. ALL WORKSTATIONS

SHALL BE FURNISHED & INSTALLED BY

VA IN PHASES. VA/GC SHALL

COORDINATE FURNITURE

INSTALLATION SCHEDULING

SQ-3

SQ-3

PL-3

PL-3

PL-3

100% CD'S SUBMISSION 12.21.18

SQ-3

RB-1

SHALL BE PROVIDED

AROUND ENTIRE

PERIMETER OF

TCGRX / FINAL

CHECKING /

SCRIPTPRO

MILLWORK STATION

CG-1

BID ISSUE SUBMISSION 5.30.19

BC308 & BC328

EPX-1

WP-2 FULL HT. ALL

WALLS

FLOOR + 6"

INTEGRAL BASE

BC325 & BC326

SQ-2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

COPIER

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

Printer Station

UP

UP

Tech Supv

BC311

IP Chief BC312 Alcove

BC313

Staff Entry

BC314

ELEC.

BC315

Assistant Chief

BC316

Secretary & Waiting

BC317

Chief Pharm.

BC318

Admin. Assist.

BC319

Clinic Coord.

BC320

IT

BB379

Open Office

BC322

Mainstreet Corridor

BC402

Closet BB375A Laminating

Paster Room

BB376

Conference

BB261

Corridor

BB260

Reception

BB262

Office

BB262A

Student Office

Inpatient Pharmacy

BC307

Corridor

BC307A

Narcotics Vault

BC310

EMS

BC302

Future Machine Room

BC303

Receiving Area

BC304

Storage

BC301

Mainstreet

BD300A

Lobby

BD300B

Lobby

BD300C

Mechanical

BC310A

BC403

Sterile HD Buffer Area

BC305

HD Garbing

BC308

Open Work Area

BC327

Non-HD Garbing

BC325

Sterile Non-HD Buffer Area

BC324

Staff Lounge

BC321

HD Storage

BC309

Office

BC306

HD Anteroom

BC328

Non-HD Anteroom

BC326

Staff Toilet

BC323

FURNITURE PHASE A

FURNITURE PHASE B

F U

R N

IT

U

R E

P H

A S

E A

F U

R N

IT

U

R E

P H

A S

E B

FINISH PLAN - PHASE IV -

INPATIENT PHARMACY

Revisions: Date

35% CD'S SUBMISSION

AS-7.1.4

6.20.18

65% CD'S SUBMISSION 10.12.18

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT:

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

E T

G

DE

I

RET

S

HCRA

I

KACZMAR

STANLEY

NO. 4988

T

E R

S

ATE

I

T C

J.

O

O

FO

H

VETERANS AFFAIRS MEDICAL CENTER

RENOVATE PHARMACY TO COMPLY

WITH USP DIRECTIVES

10701 EAST BLVD. CLEVELAND, OHIO

541-19-103

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

FULLY SPRINKLERED

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREESTBORO RD. RICHFIELD, OH 44286

P. 330.659.6688

5.30.19 CJK DAK

1/4" = 1'-0"

INTERIOR FINISH PLAN

INPATIENT PHARMACY - PHASE IV

NORTH

QB-1

PT-4

PT-1

RB-2

ENTIRE SPACE

PHASE IA

BASE BID

PHASE IV - BASE BID

DEDUCT ALT. #2

PHASE IA

BASE BID

PHASE IV - BASE BID

DEDUCT ALT. #2

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NOTE: CAROUSELS EXTEND

TO FLOOR AND CANNOT BE

MOVED. EXISTING FLOORING

MATERIAL SHALL BE CUT AS

CLOSE AS POSSIBLE TO

CAROUSEL BASE PERIMETER

PHASE IV:

PHASE IV SHALL INCLUDE

REMOVAL OF EXISTING FLOOR &

BASE, INSTALLATION OF NEW

FLOOR & BASE, AND REPAINTING

OF ALL WALLS THROUGHOUT

ENTIRE HATCHED INPATIENT

PHARMACY BC307 AREA.

DEMO/IMPROVEMENT WORK

SHALL BE INCLUDED IN THE BASE

BID. GC SHALL BE PERMITTED TO

USE SEALED VISQUEEN (OR

SIMILAR) BARRIERS TO SANCTION

OFF CONSTRUCTION AREAS FROM

THE SURROUNDING, ACTIVE

PHARMACY. GC SHALL

COORDINATE REQUIRED PHASING

WITH COR/VA PHARMACY STAFF

DEDUCT ALTERNATE #2:

ELIMINATE PHASE IV IN ITS

ENTIRETY

RB-1

LVT-1

ENTIRE SPACE

PT-3

PT-1

CG-1 CG-1

CG-1

CG-1

PT-2

PT-2

COL. ENCL.

PT-3

COL. ENCL.

PT-3

COL. ENCL.

PT-3

PT-3

PT-1

PHASE IV:

PHASE IV SHALL INCLUDE

REMOVAL AND REPLACEMENT OF

EXISTING BASE AND REPAINTING

OF ALL WALLS THROUGHOUT

ENTIRE HATCHED OPEN OFFICE

BC322 AREA. EXISTING CARPET

SHALL REMAIN.

DEMO/IMPROVEMENT WORK

SHALL BE INCLUDED IN THE BASE

BID. GC SHALL BE PERMITTED TO

USE SEALED VISQUEEN (OR

SIMILAR) BARRIERS TO SANCTION

OFF CONSTRUCTION AREAS FROM

THE SURROUNDING, ACTIVE

PHARMACY. GC SHALL

COORDINATE REQUIRED PHASING

WITH COR/VA PHARMACY STAFF

DEDUCT ALTERNATE #2:

ELIMINATE PHASE IV IN ITS

ENTIRETY

90% CD'S SUBMISSION 11.16.18

100% CD'S SUBMISSION 12.21.18

BID ISSUE SUBMISSION 5.30.19

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COPIER

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VA FORM 08-6231

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Storage

BAC301

. Mail r

Corridor

BAC327

HAC

BAC302

HD Storage Room

BAC301A

Nurse Intake

Storage 2B435

Corridor 2B459

Recpt.

2B462

Pharmacy Office 2B461

Staff Toilet 2B460

Patient Toilet 2B438

EMS

2B436

Family/ Consult 2B437

Patient Toilet 2B439

Private Infusion

2B440

Med Room 2B456

Soiled 2B457Infusion 1

2B441

Infusion 2 2B442

Infusion 3 2B443

Infusion 4 2B444

Infusion 5 2B445

Infusion 6 2B446

Infusion 7 2B447

Infusion 8 2B448 Infusion 9

2B449

Infusion 10 2B450

Infusion 11 2B451

Nurse Station 2B455

Corridor 2B459

Corridor 2B458

Infusion 12 2B452

Infusion 13 2B453

Infusion 14 2B454

Infusion 15 2B454A

6'-2"

OUTPATIENT PHARMACY & MODULE J

FINISH PLANS & OVERALL FINISH

SCHEDULE/DETAILS

Revisions: Date

35% CD'S SUBMISSION

AS-7.2

6.20.18

65% CD'S SUBMISSION 10.12.18

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT:

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

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KACZMAR

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NO. 4988

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VETERANS AFFAIRS MEDICAL CENTER

RENOVATE PHARMACY TO COMPLY

WITH USP DIRECTIVES

10701 EAST BLVD. CLEVELAND, OHIO

541-19-103

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

FULLY SPRINKLERED

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREESTBORO RD. RICHFIELD, OH 44286

P. 330.659.6688

5.30.19 CJK DAK

1/4" = 1'-0"

INTERIOR FINISH PLAN

OUTPATIENT PHARMACY

NORTH

ALIGN SHEET VINYL

TRANSITION LINE WITH

EXISTING CHAIR

STATIONS

CG-1

1/4" = 1'-0"

INTERIOR FINISH PLAN

SECOND FLOOR - MODULE J

NORTH

SV-1

WP-1

PT-1

BELOW, ALL

WALLS

ABOVE, ALL

WALLS

FLOOR + 4"

INTEGRAL BASE

E

X

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N

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A

I

N

E

N

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M

A

I

N

E

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SV-1

WP-1

PT-1

BELOW, ALL

WALLS

ABOVE, ALL

WALLS

FLOOR + 4"

INTEGRAL BASE

PT-6

RB-3

PT-6

RB-3

PT-6

RB-3

ALL WALLS

PT-6

RB-3

CG-1

CG-1

PT-6

RB-3

CG-1

(2)

PL-2

CABINETS

SS-1

SS-1

SV-2

GRAIN

SV-2

G R

A I N

E X

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O N

S T

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EX. CONST.

TO REMAIN

SV-2

GRAIN

CG-1

3" = 1'-0"

ENLARGED COVE BASE DETAILS

EPOXY FLOORING

SYSTEM, INCLUDING

ALL GROUND, SEAL,

UNDERLAYMENT AND

TOP COATS

POURED EPOXY

FLOORING EPX-1:

TYP. DETAIL @ WALLS

RECEIVING FULL

WALL PANELING

POURED EPOXY

FLOORING EPX-1:

TYP. DETAIL @

PAINTED WALLS

" THK. PLYWOOD

BACKER BEHIND

INTEGRAL EPOXY BASE

INTEGRAL COVE

FULL-HEIGHT WALL

PANELING ABOVE

" GYP. BD.

INTEGRAL COVE

STANDARD METAL COVE

STRIP BY FLOORING

SUPPLIER, TYP.

PAINTED GYP. BD.

FINISH

E

N

S

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M

A

I

N

LINE OF SV-2 GRAIN

PATTERN

TRANSITION

90% CD'S SUBMISSION 11.16.18

INTENT IS FOR WALL

PANELING AND FACE OF

COVE BASE TO BE

FLUSH WITHOUT ANY LIP

AREA. BUILD UP

THICKNESS OF EPOXY

AS REQUIRED TO

ACHIEVE SAME

SHEET VINYL FLOORING SV-1:

TYP. DETAIL @ WALLS

RECEIVING WALL PANELING

SHEET VINYL FLOORING

INTEGRAL COVE

COVE FORMER BY

FLOORING SUPPLIER

STANDARD METAL COVE

STRIP BY FLOORING

SUPPLIER, TYP.

CLEAR SEALANT, TYP.

WALL PANELING

3" = 1'-0"

CORNER GUARD DETAIL

WALL PANELING

STAINLESS STEEL

CORNER GUARD CG-1

WALL PANELING

100% CD'S SUBMISSION 12.21.18

PT-6

RB-3

PT-6

RB-3

ALL THREE

(3) SIDES OF

WING WALL

CG-1

LVT FLOORING/EX. PLANK

FLOORING:

TYP. FLOOR TRANSITION DETAIL

PROVIDE SLIMLINE

TRANSITION STRIP @

FLOORING MATERIAL

TRANSITIONS. VERIFY

MATERIAL THICKNESSES

IN FIELD AND PROVIDE

APPROPRIATE

TRANSITION STRIP AS

REQUIRED

LVT FLOORING/POURED EPOXY

FLOORING:

TYP. FLOOR TRANSITION DETAIL

METAL

" X

" "L" STRIP

OR SIMILAR SCHLUTER

TYPE (OR APPROVED

EQUAL)

SLIGHT SLOPE AS

REQUIRED TO

TRANSITION STRIP

EPOXY FLOORINGVINYL

FLOORING

BID ISSUE SUBMISSION 5.30.19

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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CONCRETE ANCHORS

(CRACKED AND UNCRACKED CONCRETE)

ANCHOR TYPE ADHESIVE TYPE ROD TYPE

Adhesive Hilti HIT-HY200 SafeSet System Hilti HIT-Z Rod

Mechanical - Hilti KWIK HUS-EZ SafeSet

Mechanical - Hilti KWIK Bolt-TZ SafeSet

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

ARCHITECT:CONSULTANTS:

Office of

Construction and Facilities Management

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

HAZARDOUS MATERIALS ASSESSMENT:

STEPHEN J. SEBESTA & ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

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VETERANS AFFAIRS MEDICAL CENTER

RENOVATE PHARMACY TO COMPLY WITH

USP DIRECTIVES

5.30.19

GENERAL NOTES AND SPECIFICATIONS

S-IP.0

541-19-103

10701 EAST BLVD. CLEVELAND, OHIO

TBA TBA

GENERAL NOTES

Applicable Building Code: 2015 International Building Code

1. Design live loads

A. Floor loads

1.1. Office Building

1.1.a. First floor =100 psf 1.1.b. Upper floors = 80 psf

2. Design wind loads

A. Basic interior wind pressure (3 second gust) (Ultimate) = 5 mph

3. Seismic

S = 0.180

S = 0.058

S = 0.192

S = 0.093

Seismic importance factor (le) 1.2 Risk Category III Seismic site class D Seismic design category B

Design Criteria

1. The term General Contractor (G.C.) as used in these documents refers to the Contractor / Construction Manager in responsible charge of the project in terms of coordination, scheduling, subcontractor coordination, etc. This term refers to, but is not limitd to, General Contractor, Construction Manager, Design Build Contractor, Prime Contractor, etc. The term is referencing the entity that coordinates the work of other trades.

2. The structure or its modifications are designed to be self-supporting and stable after the building or its modifications are fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and insure the safety of the construction personnel, public, building and its component parts, and adjacent buildings and properties. This includes the addition of whatever temporary or permanent shoring, bracing, needling, underpinning, or sheet piling, etc. that may be necessary to brace new construction, adjacent buildings, existing walls, and framing to remain so that the structure is braced for wind, seismic, gravity, construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent existing structures. Temporary supports shall be maintained in place until permanent supports and/or shoring and bracing are installed. Design of these supports shall be by a registered engineer registered in the state where the project is located in the employ of the contractor.

3. Fall protection support from perimeter columns shall be provided in accordance with OSHA requirements as required. Such material shall remain the contractor's property after completion of the project.

4. It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases of construction.

5. The contractor shall perform all construction for the project in a manner and sequence that are based on accepted industry standards that recognize the interaction of the components that comprise the structure, without causing distress, unanticipated movements or irregular load paths as a result of the construction means and methods employed.

6. Construction loads shall not exceed design live loads. The contractor shall be responsible for all design required to support construction equipment used in constructing this project. Shoring and re-shoring is the responsibility of the contractor.

7. Principal openings through the framing are shown on these drawings. The general contractor shall examine the structural and mechanical drawings for the required openings and shall verify size and location of all openings with the mechanical contractor. Providing all openings required by the mechanical, electrical, plumbing, or other trades shall be a part of the general contract, whether or not shown in the structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to the engineer's attention for review.

8. The existing conditions shown on these documents were based upon existing drawings prepared by Dalton-Dalton Associates dated 2/1/1961. The drawings illustrate the existing structure, structural elements and framing details based on either the original construction drawings and/or site observation.

Prior to initiating material procurement and construction it is the contractor's responsibility to verify existing conditions are consistent with the contract documents. This may required the removal of existing finishes and possibly selective demolition to verify the as-built condition.The contractor is responsible for field verifying all existing conditions; any discrepancies are to be immediately reported to the engineer and architect prior to proceeding with any of the work in question.

9. Contractor shall field verify slab on grade floor construction type prior to cutting. Under no circumstances shall the contractor cut a structural floor slab thicker than four (4") inches without prior written approval from Engineer of Record. Notify Engineer of Record of any slab thickness greater than four (4") inches prior to proceeding with any sawcutting.

10. All mechanical and electrical duct work, plumbing, piping, wiring, lighting and all architectural items that need to be removed during the modification of, or reinforcing of, existing structure shall be replaced in kind. The contractor shall keep all existing systems in operation during the construction phase of the project.

11. All contractors are required to examine the drawings and specifications carefully, visit the site and fully inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way relieve the contractor from furnishing any materials or performing any work in accordance with drawings and specifications without additional cost to the owner.

12. Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same or similar to those specifically detailed. Such details apply whether or not details are referenced at each location. Notify engineer of clarifications regarding applicability of "Typical Details".

13. Work these drawings with architectural, mechanical, and electrical drawings.

14. Do not scale drawings.

15. Any discrepancies between structural and architectural drawings shall be brought to the attention of the architect and structural engineer.

16. Should any of the general notes conflict with any details or instructions on plans, or in the specifications, the strictest provision shall govern.

17. Shop drawings and submittals:

A. These drawings shall be checked and coordinated with other materials and contracts by the general contractor and shop drawings and submittals shall bear the contractor's review stamp with the checker's initials before being submitted to the architect for approval.

B. When the fabricator has been authorized to use the architect and engineer's drawings as erection drawings, the fabricator must remove all title blocks, professional seals and any other references to the architect and engineer from that erection drawing. The fabricator's name and title shall be placed on the erection drawings.

C. Where dimensions and elevations of existing construction could affect the new construction, it is the contractor's responsibility to make field measurements in time for their incorporation in the shop drawings.

General (Existing Structures)

7. All fill materials shall be free of organic contaminations and other deleterious matter.

8. For back fill against basement walls, retaining walls, footings, etc., place in 8" thick layers, with each lift compacted at near optimum moisture content, until a minimum in place density of 95% of the maximum density as determined by ASTM D698 is achieved.

9. All soil surrounding and under footings shall be protected from frost action and freezing during the course of construction.

10. Notify structural engineer of any unusual soil conditions.

Existing Foundation

Concrete

Minimum Cementitious Content lb./cu.yd.

Maximum Water Cement Ratio

Specified 28-day Compressive Strength psi

Specified Slump Range for Placement (with W.R.)

inches

Specified Air Content Range

% by volume

Maximum Size Aggregate inches

Concrete Types Schedule Type of Concrete

Spread Footings Piers below grade 470 0.60 3000 5 0-3

Entrapped 1 1/2

1. All concrete construction shall conform to ACI 301, "Specifications for Structural Concrete" and ACI 302, 305 and 306 unless noted otherwise for the year referenced in the applicable building code.

2. All detailing, fabrication and placing of reinforcing bars, unless otherwise noted, shall conform to ACI 318, "Building Code Requirements for Structural Concrete" ACI 117 as referenced in the applicable building code, and the latest ACI detailing manual.

3. Concrete production: General as per ACI 301, Section 4, Article 4.3, except as noted.

4. Ready-mixed Concrete: use for all work, except that when small quantities (not over 1/2 cubic yard) are needed for isolated or relatively unimportant items.

5.

Notes: A. All cement shall be Type I or Type III Portland Cement per ASTM C150.

Types IA and IP are not acceptable. Use one brand of cement throughout the project.

B. Minimum cementitious content shall consist of 100% cement or a combination of cement and flyash per Note C, or a combination of cement and ground granulated blast furnace slag (GGBFS) per Note D. Flyash shall not be used in combination with GGBFS as a substitute for cement.

C. Flyash is permitted and shall conform to ASTM C618 Type C or F, but shall not exceed 20% of cementitious content by weight indicated above on a substitution basis and shall be included in the water-to-cement ratio. If flyash is used, the mix design submittals shall have tests using the same amount of flyash. The contractor's schedule shall account for the use of flyash.

D. Ground granulated blast furnace slag (GGBFS) is permitted and shall conform to ASTM C989, but shall not exceed 15% of cementitious content by weight indicated above on a substitution basis and shall be included in the water-to-cement ratio.

If GGBFS is used, the mix design submittals shall have tests using the same amount of GGBFS. The contractor's schedule shall account for the use of

GGBFS.

E. All light weight concrete shall conform to ACI 211.2 as referenced in the applicable building code and shall meet the unit weight requirements of the specified UL classification, as specified on the architectural drawings, except where otherwise specified.

F. Concrete used for floors shall have 1800 psi, 3 day strength. Mixes to be pumped shall be so identified on the mix design submittal. All pumped mixes shall have a mid-range or high-range water reducer.

G. All admixtures other than superplasticizers shall be added at the batch plant.

Superplasticizers, designed for addition to the mix at the plant, may be added at the batch plant with verifications from the structural engineer and verifications that the water-to-cement ratio has not been exceeded. Superplasticizers added at the site shall be sent in pre-measured containers from the batch plant.

H. All concrete used for cast-in-place concrete slabs shall contain the specified water reducing or water reducing/retarding admixture.