18912 Columbus VA Chiller Plant Revision Final BC Revised - Drawings - Part-6.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS

OHIO, 43219

05/06/2022Revisions: Date:

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

FINAL BID & CONSTRUCTION 11/24/2021

NTRACTOR TO VERIFY ALL

DIMENSIONS, ELEVATIONS AND

CONDITIONS IN THE FIELD

S-302

SECTIONS

ASK CJA

CHILLER ROOF

SEE PLAN FOR EL.

SECTION 1

3/4"=1'-0"

3.13

SECTION 2

3/4"=1'-0"

1 1/2" EXP. JT.

3.13

SECTION 3

3/4"=1'-0"

1 1/2" EXP. JT.

RD-3 - SEE PLAN

E.3

SECTION 4

3/4"=1'-0"

RD-3

3/8" CONT. BENT PLATE

W/ 6" VERT. LEG

W COLUMN

SEE PLAN

W BEAM

SEE PLAN

12" CMU WALL

EXISTING

CMU WALL

RD-3 - SEE PLAN

W BEAM

SEE PLAN

W COLUMN

SEE PLAN

W BEAM

SEE PLAN

EXISTING

CMU WALL

W BEAM

SEE PLAN

RD-3

3/8" CONT. BENT PLATE

W/ 6" VERT. LEG 12" CMU WALL

CHANNEL

SEE PLAN

CHANNEL

SEE PLAN

CONT. BOND BEAM

W/ 2#5 CONT. TYP.

1/2" Ø THREADED RODS

@2'-0" O.C. INSTALLED

W/ HILTI HIT HY 270

ADHESIVE SYSTEM

AND CENTERED IN 2"

LONG SLOTTED HOLE.

EMBEDMENT = 4 1/2"

1/4

1/4

TYP.

CHILLER ROOF

SEE PLAN FOR EL.

CHILLER ROOF

SEE PLAN FOR EL.

CHILLER ROOF

SEE PLAN FOR ELEV.

T.O.WALL

EL. 817'-8"

EIFS - SEE ARCHITECTURAL

DRAWINGS

NOTE:

SEE PLAN NOTE FOR CMU

REINFORCING (TYPICAL)

T.O. WALL

EL. 817'-8"

EIFS - SEE ARCHITECTURAL

DRAWINGS

SEE SECTION 1 THIS SHEET

FOR ADDITIONAL INFO.

SEE PLAN

1'-9"± 1'-9 3/8"±

SEE ARCH.

DWGS.

SEE ARCH.

DWGS

4"

SEE PLAN

2'-0"

1/2"

COOLING

TOWER

SECTION 5

3/4"=1'-0"

3/16

3/16

5/16

5/16

1/4

1/4

1/4" STIFFENER

PLATE - CUT TO FIT

AT EACH HANDRAIL

POST

W-BEAM - SEE PLAN

DOUBLE ANGLE

SHEAR CONNECTION

(TYP.)

RD-3 - SEE PLAN

W-BEAM

SEE PLAN

UNIT CURB AND ITS

ATTACHMENT TO STEEL

FRAME BY EQUIPMENT

SUPPLIER (TYP.)

2' -0

KB-1 (TYP.)

SEE PLAN

P-1 - SEE PLAN

GR-1 - SEE

PLAN

W-BEAM

SEE PLAN

3/8" STIFFENER

PLATES - CUT TO

FIT (TYP.)

AB-1 BRACING AND

PERPENDICULAR KB-1 FRAMING

NOT SHOWN FOR CLARITY.

SECTION 6

3/4"=1'-0"

SEE SECTION 5 FOR ALL

ADDITIONAL INFORMATION

3/8" STIFFENER PLATES

W-BEAM

SEE PLAN

RD-3

SEE PLAN

GR-1

SEE PLAN

W-BEAM

SEE PLAN

HANDRAIL

ASSEMBLY

W-BEAM

SEE PLAN

CHILLER ROOF

SEE PLAN FOR EL.

COOLING TOWER

SEE PLAN FOR EL.

1/4

1/4

TYP

TYP

TYP

3' -6

HANDRAIL ASSEMBLY:

VERTICAL POST:

1 1/2"Ø GALV. EXTRA

STRONG PIPE @

4'-0" O.C. MAX

HORIZONTAL POST:

1 1/2"Ø GALV. STD.

PIPE. COORDINATE W/

ARCHITECTURAL

DRAWINGS.

HORIZONTAL FILLER

1"Ø GALV. STD. PIPE

(TYP.)

5/16"x4" GALV. TOE

PLATE (TYP.)

COOLING

TOWER

3/16

TYP.

MAKE HSS 5x5x1

ADD KICKER OPP.

BID & CONSTRUCTION

(REVISED)

STEEL BEAMS - SEE PLAN

STANDARD SHEAR CONN.

3/4"x3"x0'-8" WIDE PLATE W/

(2) 3/4"ø A325N BOLTS

(TYP. OF 2)

10 3/4" 3/4"x8"x1'-0" PLATE W/ (4) 3/4"ø A325N BOLTS THUS:

1/4

TYP.

ROOFING AND ROOF DECK

NOT SHOWN FOR CLARITY

ROOF EL.

SEE PLAN

2 5/8"

2 3/4"2 5/8"

/8

/4

/8

3/8

TYP.

1"ø CLAMP

6" STD. PIPE (O.D. = 6 5/8")

1'-2"

3/4"x8"x1'-2" PLATE W/

(8) 3/4"ø A325N BOLTS

SECTION 7

3/4"=1'-0"

BARBER & HOFFMAN, INC.

S T

A T E O F O HIO

P R

O F

E

S S I O N A L E N G

I N E

E R

R E G I S T E R E D

NIRANJAN

S.

DABHOLKAR

E-69058

Tech Col Text Box

FINAL BID & CONSTRUCTION (REVISED)

Tech Col Text Box 05/06/2022

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS

OHIO, 43219

05/06/2022Revisions: Date:

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

FINAL BID & CONSTRUCTION 11/24/2021

CONTRACTOR TO VERIFY ALL

DIMENSIONS, ELEVATIONS AND

CONDITIONS IN THE FIELD

S-303

SECTIONS

ASK CJA

10"

1'-7"

35°

T.O. PILE CAP

SEE PLAN

PC-1

SEE PLAN

DETAIL 1

3/4"=1'-0"

DETAIL 2

3/4"=1'-0"

1'-7" W21 - SEE PLAN

1/2" GUSSET PLATE - ALIGN

W/ WEB OF STEEL BEAM

10"

1' -2

3/4"Ø A325

BOLTS STD.

HOLES (TYPICAL)

(2) MC8 - SEE ELEVATION

(TYPICAL)

W.P.

T.O. STEEL EL.

SEE PLAN

DETAIL 3

3/4"=1'-0"

SEE DETAIL 1/ S303

FOR ALL ADDITIONAL

INFORMATION

2" TYP.

2" TYP.

3"

3/16

3/16

4 3/4"

1'-3 1/2"

4"

1' -1

1"

3/16

1/2" GUSSET PLATE - ALIGN

W/ WEB OF STEEL COLUMN

C-2 - SEE PLAN

W.P.

BASE PLATE - SEE PLAN

AND TYPICAL DETAILS

FOR ADDITIONAL INFO.

3/16

TYP.

35.0°

1/2" GUSSET PLATE - ALIGN

W/ WEB OF STEEL COLUMN

AND WEB OF STEEL BEAM

1'-3 1/2" 1'

-1

3"

1'-1"

1/

2"

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

CLR.

T.O. STEEL EL.

SEE PLAN

2"

57.5°

(2)L4x4x3/8x0'-11 1/2" LONG

DOUBLE ANGLE CONNECTION

W/ (8) 3/4"Ø A325N BOLTS

(2)L4x4x3/8x0'-8 1/2" LONG

DOUBLE ANGLE CONNECTION

W/ (6) 3/4"Ø A325N BOLTS

W.P.

3/16

3/16

1'-1" LONG

3/4"Ø A325N BLOTS

STD. HOLES (TYPICAL)

(2)MC8 - SEE ELEVATION

W16 - SEE PLAN

DETAIL 4

3/4"=1'-0"

SEE DETAIL 2/ S303

FOR ALL ADDITIONAL

INFORMATION

3/16

3/16

1' -2

1/ 2"

6 3/4"

1'-0 3/4"

1 3/4"

T.O. PILE CAP

SEE PLAN

BASE PLATE - SEE PLAN

AND TYPICAL DETAILS

FOR ADDITIONAL INFO.

W.P.

C-2A - SEE PLAN

1/2" GUSSET PLATE - ALIGN

W/ WEB OF STEEL COLUMN

57.5°

ELEVATION 1

(VB-1)

1/4"=1'-0"

W21 - SEE PLAN

T.O. STEEL

EL.(16'-0")

DETAIL 1

S-303

1ST FLOOR

EL.(0'-0")

T.O. PILE CAP

EL.(-1'-4")

DETAIL 3

S-303

GB-# / TB-# SEE PLAN

ELEVATION 2

(DB-1)

1/4"=1'-0"

W16 - SEE PLAN

C-2 SEE PLAN

DETAIL 2

S-303

(2) MC8x22.8 - PROVIDE 1/2" x 5" x 0'-8" LONG PLATE @ 3'-0"

O.C. W/ MIN. (2) A325N BOLTS

DETAIL 4

S-303

PC-1 SEE PLAN

(TYPICAL)

GB-# / TB-# SEE PLAN

T.O. STEEL

EL.(16'-0")

1ST FLOOR

EL.(0'-0")

T.O. PILE CAP

EL.(-1'-4")

C-2 SEE PLAN

(TYPICAL)

PC-1 SEE PLAN

(TYPICAL)

C2A SEE PLAN

DETAIL 3 OPP.

S-303

(2) MC8x22.8 - PROVIDE 1/2" x 5" x 0'-8" LONG PLATE @ 3'-0"

O.C. W/ MIN. (2) A325N BOLTS

C8 - SEE PLAN C6

SEEPLAN

3/16

TYP.

BASE PLATE - SEE PLAN

TYP.

P-2A

L2x2x1/4 x 9" LONG

TREAD SUPPORT TYP.

P-2A

ATTACH ANGLE TO

FACE OF POST

3.1

T.O. CHP BOILER STEEL

822' - 5 1/2"±

EX. W18 BEAM

T.O. STEEL

SEE PLAN

3/16

3/16

TYP. AT

CHANNELS

HANDRAIL ASSEMBLY SEE

SECTION 5 ON S-302

GR-2 GRATING AT

TREADS SEE PLAN

C8 - SEE PLAN

3/16 3-12

3/16 3-12

3/16

SEE NOTE B

NOTE B:

WELD THRU DECK TO EX.

W STEEL BEAM FLANGE

COPED C12x20.7 STRINGER W/L3x3x1/4

P-2 SEE PLANP-2 SEE PLAN

SECTION 1

3/4"=1'-0"

EX. WALL

7'-1"±

CL OF POST

2'-1"±

SEE NOTE A

TYP.

C12 STRINGER

- SEE PLAN

EX. W24

BEAM

1 1/2"

2"

CL CL

3'-8"

NOTE A:

COORDINATE AND FIELD MEASURE

EXISTING CONDITIONS PRIOR TO

FABRICATION OF CHANNELS AND

POSTS

TYP.

SEE PLAN

FOR EL.

BID & CONSTRUCTION

(REVISED)

BARBER & HOFFMAN, INC.

S T

A T E O F O HIO

P R

O F

E

S S I O N A L E N G

I N E

E R

R E G I S T E R E D

NIRANJAN

S.

DABHOLKAR

E-69058

Tech Col Text Box

FINAL BID & CONSTRUCTION (REVISED)

Tech Col

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS

OHIO, 43219

05/06/2022Revisions: Date:

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

FINAL BID & CONSTRUCTION 11/24/2021

TOR TO VERIFY ALL

DIMENSIONS, ELEVATIONS AND

CONDITIONS IN THE FIELD

S-501

TYPICAL DETAILS

ASK CJA

SLOPE

JOINT-FILLER STRIP

SEE DRAWINGS

FOR BUILDING

CONSTRUCTION

4" POCKET

AIR SPACE - 5" MIN.

NOTES:

1. SLAB TO BE 5" MINIMUM (INCLUDING FORM) REINFORCED WITH #4@8" O.C. BOTTOM

AND #4@12" O.C. TEMPERATURE. FORM TO BE CORRUGATED GALVANIZED STEEL

FORM DECK (GAUGE AS REQUIRED TO SUPPORT WET WEIGHT OF CONCRETE PLUS

CONSTRUCTION LOADS. MAXIMUM DEFLECTION OF DECK TO BE 1/240 OF THE SPAN.).

2. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR SLOPE.

FROST FREE SLAB DETAIL

3" 4" MIN.

1'-0"

MIN.

3' -6

" M

IN

FINISHED FLOOR

(2)#5 DOWELS TOP

AND BOTTOM AT WALLS

POCKET AND DOWELS

OCCUR AT FOUNDATION

WALL ONLY

1'-0" WIDE FOOTING AT

SIDES WITH (2)#5 TOP

AND BOTTOM U.O.N.

(2)#5 TOP

AND BOTTOM

SEE SITE

DRAWING

#4@12" DOWELS

SOLID OR GROUTED MASONRY

S E

E P

LA

N

SEE PLAN FOR DIMENSION

TYPICAL GENERATOR CONC. PAD DETAIL

1'-0"

2' -8

8"

2 #5 CONT.

TURN DOWN CONC. SLAB

AT PERIMETER - TYPICAL

#4 @ 12" O.C.

TOP AND BOTTOM

EXPOXY COATED EACH WAY

NOTES:

1. CONTRACTION JOINTS SHALL BE

INSTALLED IN SLABS ON GROUND AT

A MAXIMUM SPACING IN FEET OF

3 TIMES THE SLAB THICKNESS IN

INCHES IN EACH DIRECTION (15'-0"

MAXIMUM) BY EITHER OF THE

METHODS SHOWN. MAXIMUM LENGTH

OF ANY SLAB ON GROUND POUR TO

BE 50'-0" BETWEEN CONSTRUCTION

JOINTS. THIS SPACING OF JOINTS

SHALL APPLY UNLESS SPECIFICALLY

SHOWN OTHERWISE ON DRAWINGS.

2. REINFORCING TO BE DISCONTINUOUS

THROUGH CONSTRUCTION JOINTS.

ADD #4 CONTINUOUS W/

#4 x 3'-0" TOP DIAGONAL

BAR AT CORNERS

OPTIONAL CONSTRUCTION JOINT

8" MIN.

S E

E P

LA

N

F O

R D

E P

R E

S S

IO

N

1" M

IN

1- 1/

2" M

A X

C

LE

A

R C

O V

E R

T

CONSTRUCTION JOINT

WHEN T IS 6" OR

DEEPER, USE A

RECTANGULAR KEY

SAW-CUT JOINT

(SEE SPECS)

T/

E Q

U A

L

3/4" MIN.

1/

T M

IN

1- 1/

2" C

LE

A

R C

O V

E R

SLAB ON GROUND JOINTS

SAWED CONTRACTION JOINTCONSTRUCTION JOINT

2' -0

" M

IN

AT DISCONTINUOUS JOINTS

S.O.G. AT INSIDE CORNERS

SLAB REINFORCING DETAILS

ADD (1)#5 x 4'-0"

TOP AND BOTTOM

#3 TOP

C.J.

ADD (1)#5 x 3'-0" TOP & BOTT.

ADD (1)#5 x 3'-0" TOP & BOTT.

NOTE (FOR S.O.G.):

OMIT DIAGONAL & (1) SIDE IF

C.J. ALIGNS WITH CORNER

1/

2" C

LE

A

R

C O

V E

R

3" C

LE

A

R

C O

V E

R

3" C

LR

#4 U1 @ 16" O.C.

4#8

7#8

4#8

7#8

3" C

LR

3" MAX.

3'-0"

3'-0"

2'-0"

4'-0"

GB-1

GB-2

2"

NOTE:

ALL BARS TO BE CONTINUOUS WITH CLASS "A" SPLICES. SPLICE

BOTT. BARS AT SUPPORTS. SPLICE TOP BARS AT MID-SPAN.

CONTR. MAY PROVIDE FULL LENGTH BARS IN LIEU OF SPLICES.

SEE SCHEDULE FOR STIRRUPS

GRADE BEAM SCHEDULE

S

TD

H

O O

K

REMARKSTOPBOTTOMDEPTHWIDTHMARK

MARK WIDTH DEPTH

BOTTOM

BARS

TOP

BARS STIRRUPS

5" M

IN

UP TO 2'-6"

8"

MIN.

OVER 2'-6"

1'-0"

MIN.

EXISTING S.O.G. CUT

AND REPLACE DETAIL

EXIST. S.O.G.

REINFORCING - SEE NOTES

EXIST. S.O.G.

T

NOTES:

1. BASE SLAB PREPARATION:

A. NEW: CLEAN & WET SLAB PRIOR TO POURING PAD.

B. EXISTING: CLEAN & ROUGHEN SLAB AND APPLY BONDING AGENT PER

SUPPLIER'S DIRECTIONS.

2. CURING - CURE FOR 7 DAYS BY EITHER OF THE FOLLOWING METHODS:

A. COVER W/ BURLAP & KEEP CONTINUOUSLY WET.

B. COVER W/ 6 MIL. VISQUEEN. TAPE ALL JOINTS & TAPE VISQUEEN TO BASE SLAB.

DRILL 1"Ø HOLE IN

EXISTING SLAB. SET 1/2"Ø

DEFORMED ROD IN

NON-SHRINK GROUT

REINFORCING:

(@ MID DEPTH OF SLAB)

T=3" (4x4-W2.9xW2.9 WWF) T=4" (#3@12" O.C. E.W.)

T=5" (#3@9" O.C. E.W.)

T=6" (#3@9" O.C. E.W.)

1/

2" C

LE

A

R

4"

3" M

IN

.1 1/

2" C

LE

A

R

6" FROM CORNERS

& 3'-0" O.C. MAX.

AROUND PERIMETERCHAMFER

#3 DOWEL

MECHANICAL HOUSEKEEPING PAD DETAIL

NEW

CONSTRUCTION

EXISTING

CONSTRUCTION

CONCRETE SLAB

EXISTING SLAB

T

NOTES:

REINFORCING:

T = 4" (WWF6x6 - W2.1xW2.1)

T = 5" (#3@12" O.C. EACH WAY)

T = 6" (#3@ 9" O.C. EACH WAY)

3" CLR

S E

E P

LA

N

FO

R

S

TE

P

1'-6"

TYPICAL DETAIL AT GRADE BEAM STEP

(SEE PLAN FOR LOCATIONS)

MAX.

PILE CAP BOTTOM

REINFORCING

5'-0"

PILE CAP GRADE BEAM

EXTEND GRADE BEAM

BOTTOM REINFORCING

2'-0" INTO PILE CAP

EXTEND TOP REINFORCING

BARS (4" MIN.) FROM PILE

CAP INTO GRADE BEAM

STEEL COLUMN AND PILE CAP ACP-1 DETAIL

LC

SEE PLAN

3" CLEAR

SEE TYPICAL

ISOLATION JOINT

DETAILS

SEE TYPICAL COLUMN

BASE PLATE DETAILS

AND PLAN DWGS.

FINISHED FLOOR

STEEL COLUMN

LC LC

PILE

6"

1" C

LE

A

R

FOR SIZE AND REINFORCINGCASING IF

REQUIRED

IF CASING IS

REQUIRED

INCREASE SHAFT

SIZE AS REQUIRED

FOR METHOD OF

INSTALLATION

(1) #8 CENTERED.

FULL LENGTH OF PILE

STEEL COLUMN AND PILE CAP ACP-2 DETAIL

LC

SEE PLAN

3" CLEAR

SEE TYPICAL

ISOLATION JOINT

DETAILS

SEE TYPICAL COLUMN

BASE PLATE DETAILS

AND PLAN DWGS.

FINISHED FLOOR

STEEL COLUMN

LC LC

PILE

6"

1" C

LE

A

R

FOR SIZE AND REINFORCINGCASING IF

REQUIRED

IF CASING IS

REQUIRED

INCREASE SHAFT

SIZE AS REQUIRED

FOR METHOD OF

INSTALLATION (1) #8 CENTERED. FULL

LENGTH OF PILE

#3 TIES MIN OF

(3) IN PILE CAP

(6) #8 VERTICAL REINFORCING

EXTEND 10'-0" INTO PILE

#3 TIES@

16" O.C.

U1

9"

TYP. U.O.N.

9"

TYP. U.O.N.

V A

R

IE

S 6"

M

IN

1'-0"

MIN.

1'-0"

MIN.

NOTE: PROVIDE CONCRETE PROTECTION AROUND UTILITY LINE

WHEN LINE IS WITHIN FOOTING INFLUENCE ZONE. SEE DETAIL

ABOVE FOR INFLUENCE ZONE DEFINITION

FOOTING DETAIL WITH UTILITY LINES BELOW

INFLUENCE ZONE

LINE PERPENDICULAR

TO FOOTING

LEAN CONCRETE

SEE DETAIL BELOW

FOOTING

INFLUENCE ZONE LINE

LINE PARALLEL TO FOOTING

COORDINATE W/ CIVIL, SITE, OR

MECHANICAL DRAWINGS FOR SIZE

AND ELEVATION OF SLEEVE

2" COMPRESSIBLE FILLER PLACED

UNIFORMLY AROUND PIPE

LEAN CONCRETE

FILL f'c=1500 psi

SEE PLAN AND SCHEDULES

FOR GRADE BEAM SIZE AND

REINFORCING. (EXISTING

GRADE BEAM MAY OCCUR)

LC

12" MIN.

LAP

FINISHED FLR.

V A

R

IE

S S

E E

P

LA

N

FINISHED FLR.

3"

TYPIC

AL

3"

MIN

3"

TYPIC

AL

3"

MIN

0"

SLAB ON GROUND - ISOLATION JOINTS

WITH STEEL COLUMNS

LC

TYPICAL EXTERIOR COLUMN

SECTIONSECTION

TYPICAL INTERIOR COLUMN

3" MINIMUM COVER

AROUND BASE PL.

PLAN PLAN

#3 BARS

JOINT-FILLER STRIP

JOINT-FILLER

STRIP

CONSTRUCTION OR

CONTROL JOINTS

#3 BARS

STEEL COL.NO REINFORCING

THROUGH JOINT

STEEL COL.

NO REINFORCING

THROUGH JOINT

STEEL COL.

#3 BAR

STEEL COL.

EXT. WALL

#3 BAR

TOP OF PILE CAP

3" MINIMUM COVER

AROUND BASE PL.

NOTE:

SEE TYPICAL SLAB ON GROUND JOINT DETAILS,

SLAB REINFORCING DETAILS, AND SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS

1/

2" C

LE

A

R C

O V

E R

1"

S

TO

N

E 5"

W E

LL

G

R A

D E

D G

R A

N U

LA

R

F

IL

L

O

R

S

TO

N E

SLAB ON GROUND DETAIL

BASE

VAPOR RETARDER

(SEE SPECIFICATIONS)

SUB-BASE

(SEE GEOTECHNICAL REPORT

FOR PREPARATION)

TURN VAPOR RETARDER

UP WALL TO TOP OF SLAB

CONCRETE SLAB ON GROUND

(SEE PLAN FOR THICKNESS

AND REINFORCING)

OPEN

REINFORCING AT WALL OPENINGS

(1)#4 - SAME LENGTH

AS WALL STEEL

(1)#4 TOP AND BOTTOM.

LENGTH EQUALS

OPENING WIDTH + 4'-0".

(HOOK IF 2'-0" IS NOT

AVAILABLE BEYOND

OPENING)

(1)#4 x4'-0" DIAGONAL AT EACH

CORNER AND EACH FACE

BID & CONSTRUCTION

(REVISED)

BARBER & HOFFMAN, INC.

S T

A T E O F O HIO

P R

O F

E

S S I O N A L E N G

I N E

E R

R E G I S T E R E D

NIRANJAN

S.

DABHOLKAR

E-69058

Tech Col Text Box

FINAL BID & CONSTRUCTION (REVISED)

Tech Col

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS

OHIO, 43219

05/06/2022Revisions: Date:

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

FINAL BID & CONSTRUCTION 11/24/2021

CONTRACTOR TO VERIFY ALL

DIMENSIONS, ELEVATIONS AND

CONDITIONS IN THE FIELD

S-502

TYPICAL DETAILS

ASK CJA

CLEAR OPENINGS 4'-0" WIDE TO 8'-0" WIDE

3/ 4"

C

LE

A R

W A

LL

O

P N

G

BLOCK LINTEL

2 COURSES DEEP

(2) # 4 CONT. HORZ.

REINF.

(BL-1)

MAIN WALL REINF.

SEE SECTION ON S4.1

NOTES:

1. PROVIDE BLOCK LINTELS OVER ALL OPENINGS U.O.N.

IN PLAN

2. COMPRESSIVE STRENGTH OF BLOCK LINTEL AND

GROUT TO MATCH MINIMUM SPECIFIED

STRENGTH ON DWG. S-001.

3. REFER TO ARCH. DRAWINGS FOR LOCATION AND SIZE

OF THE WALL OPENINGS.

4. BLOCK LINTELS TO BEAR A MINIMUM OF 8" BEYOND THE

CMU WALL OPENING AT EACH

BEARING END AND ARE CONT. AT STEEL POSTS.

TYPICAL REINFORCED CMU LINTELS

NOT TO SCALE

5/16"

TYP.

3/8" BENT PLATES OR ANGLES

AS REQUIRED FOR SLAB EDGE

CONSTRUCTION. WELD TO

COLUMN AND EACH OTHER

L3x3x5/16 COPE

AND WELD TO

BEAMS (TYP.)

COLUMN DIRECTION

MAY VARY

L3x3x5/16

TYPICAL

6" T

Y P

AT CORNERS BEAMS ON 4 SIDES

BEAMS ON LESS THAN 4 SIDES

PLAN DETAIL OF DECK

SUPPORT AT COLUMNS

DECK

DIRECTION

NOTES:

1. IF "X" IS 4" OR LESS, ELIMINATE ANGLE

PARALLEL TO BEAM.

2. PROVIDE ANGLE FRAME FOR ALL

OPENINGS GREATER THAN 10" DIA. OR

10" SQUARE.

3. CONTRACTOR TO VERIFY SIZE AND

LOCATION OF ALL OPENINGS. SEE

ARCHITECTURAL, MECHANICAL, ETC.

DRAWINGS FOR OPENINGS NOT

SHOWN ON STRUCTURAL DRAWINGS.

OPENING

"X"

O

PE

N

PLAN

SECTION A-A

ROOF DECK OPENING DETAIL

L4x4x1/4 (4 SIDES) L4x4x5/16 x 0'-6" LONG

TOP OF ANGLE

FRAME TO BE FLUSH

WITH TOP OF BEAM

BEAM

A-A

PER AISC

COLUMN

FINISHED

FLOOR

TOP OF CONCRETE

WASHER

REQUIRED

FI

N

C

O L.

1" M

IN

. S

H

IM

A N

D G

R O

U T

1' -0

M

IN

NOTES:

1. GROUT TO BE 5000 psi MIN.

2. LEVELING PLATES (OPTIONAL).

3. SEE PLAN NOTES AND TYPICAL DETAILS FOR INFORMATION RELATED

TO BASE PLATE AND ANCHOR BOLTS.

6 d MIN.

LONG DIM.

COLUMN BASE PLATE DETAIL

b

2" TY

P

3/8" PLATE WASHER

WITH STANDARD HOLE

BASE PLATE WITH

OVERSIZE HOLE

A36 THREADED ROD (SEE

COLUMN SCHEDULE FOR SIZE)

3/8"x3"x3" PLATE WASHER

LOCK NUT OR DOUBLE NUTS

TOP OF

CONCRETE

NOTE:

COLUMN NOT

SHOWN FOR

CLARITY

1' -0

" M

IN

TENSION ANCHOR BOLT DETAIL

WALL

OPENING

MASONRY WALL.

GROUT SOLID (3)

COURSES

3/4"ø ANCHOR BOLTS.

SEE PLAN AND SCHEDULE

FOR NUMBER AND LAYOUT

TH

IC

K N

E S

S 3/

4" N

O N

-S H

R

IN

K A

N D

N O

N -M

E

TA

LL

IC

G R

O U

T

3"

2" B

N

S

C B

E A

M A

N D

C M

U L

PLAN DETAIL

(PARALLEL TO WALL)

NOM.

CMU 2

TYPICAL WALL REINFORCING

BEARING PLATE SCHEDULE (SIZE & REINFORCING)

1/2"x7"x1'-0"

SIZE (THICKNESSxNxB)

BP-1

MARK

(2)

MASONRY PIER REINFORCING*

* GROUT REINFORCED CELLS SOLID FOR FULL HEIGHT OF WALL -TYPICAL

(S) 8"±

(FULL HEIGHT OF CMU WALL BELOW PLATE U.O.N. IN PLAN)

TYPICAL BEAM BEARING PLATE DETAILS

C OF PIER

TO MATCH

C OF BEAM

L

L

2"

ELEVATION DETAIL

(PARALLEL TO WALL)

CMU WALL PIER REINFORCING

DETAILS UNDER BEARING PLATES

# ANCHORS

GROUT BEAM POCKET

SOLID SOLID BLOCK (CUT

TO FIT) TO BE INSTALLED

WITHIN THE BEAM DEPTH.

PROVIDE GALVANIZED

FLEXIBLE MASONRY TIES

TO SECURE BLOCK TO

BEAM WEB

(C-2A COLUMNS ONLY)

TYPICAL DETAIL AT (BLAST DESIGN) DOOR JAMBS

(2)#5 VERTICAL REBAR

*GROUT REINFORCED CELLS

SOLID FOR FULL HEIGHT OF

WALL TYPICAL

D.4

ROOF FRAMING

SEE PLAN FOR EL.

1/2" STIFFNER PLATES E.F. AT

CORNER COLUMNS - SEE

DETAIL (COLUMN WEAK AXIS)

FOR ADD'L INFO.

1/2"x9" WIDE TOP & BOTT. PLATE (TYP.)

DOUBLE ANGLE CONNECTION

3/4"ø BOLTS (TYP. TOP &

BOTT.) - SEE TABLE 1

STEEL BEAM - SEE PLAN

STEEL COLUMN - SEE PLAN

CLOPPOSITE BEAM MAY

OCCUR SAME CONNECTION

5/16 B.2

ROOF FRAMING

SEE PLAN FOR EL.

CL

5/16

3 SIDES

3/4"ø BOLTS (TYP. TOP &

BOTT.) - SEE TABLE 1

1/2" TOP & BOTT.

PLATE (TYP.)

DOUBLE ANGLE CONNECTION

STEEL BEAM - SEE PLAN

STEEL COLUMN - SEE PLAN

1/2"

STIFFNER

PLATE E.F.

3" 3"

3" 3"

1/4

1/4

3 SIDES

3" 3"

3" 3"

1/4

1/4

AXIAL CONNECTION FOR BLAST

(PERIMETER COLUMN STRONG AXIS)

AXIAL CONNECTION FOR BLAST

(PERIMETER COLUMN WEAK AXIS)

C-2A 3/4"øA325N

COLUMN

STRONG AXIS

BOLT

SIZE/TYPE

3 6

C-3A

C-2

C-3

C-2C

COLUMN

MARK

ROWS BOLTS

COLUMN

WEAK AXIS

ROWS BOLTS

BEAM TO COLUMN TOP & BOTTOM PLATE

CONNECTION (BLAST DESIGN)

3/4"øA325N

3/4"øA325N

3/4"øA325N

3/4"øA325N

3 6 2 4

2 4 - -

2 4 - -

3 6 - -

TABLE 1

1/4

1/4

3 SIDES

W16X36 56

BEAM

REACTION

EACH END

(LRFD KIPS)

BEAM

SIZE

SHEAR VERTICAL

(BLAST DESIGN)

W18X50 88

W21X50 98

W21X55 180

W21X62 200

W21X68 222

W21X93 190

TABLE 2

BEAM SHEAR TABLE

FOR ALL ROOF FRAMING CONNECTIONS

COLUMN, C-2A, 3A,

(SEE PLAN)

SHEAR LUG

BASE PL.

(SEE SCHED.)

W.P.

COLUMN

SEE PLAN

1/2"

5"

1 1/2"

(TYP.)

NOTE: ORIENT SHEAR

LUG PERPENDICULAR

TO BRACE

CHANNELS BRACES MAY

OCCUR SEE S-303 FOR ADD'L

INFORMATION

TYPICAL SHEAR LUG DETAIL

AT C-2A & C-3A CORNER COLUMNS

2" T

Y P

3/4" Ø TENSION

ANCHOR BOLTS

SEE TYP. DETAILS

1' -0

" M

IN

2" MIN. GROUT

SPACE (ALL SIDES)

1" S

H

IM

A N

D G

R O

U T

2"

Y P

2"

Y P

1 1/2"

@ COLUMN C-2C

1"

@ COLUMN C-3

@ COLUMN C-2

SEE ARCH. DRAWINGS

AND SPECS. FOR WALL

CONSTRUCTION.

AND OPENING HEIGHTS

CMU MAY OCCUR W/ OR

W/O BRICK

BID & CONSTRUCTION

(REVISED)

BARBER & HOFFMAN, INC.

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R E G I S T E R E D

NIRANJAN

S.

DABHOLKAR

E-69058

Tech Col Text Box

FINAL BID & CONSTRUCTION (REVISED)

Tech Col

FLOOR

WATERFLOW

SWITCH

SYSTEM WATER GAUGE

WET PIPE ALARM VALVE

MAIN DRAIN VALVE

SUPPLY WATER

GAUGE AND VALVE

INDICATING

BUTTERFLY

CONTROL

VALVE

TAMPER

SWITCH

NOTES:

1. REFER TO ELECTRICAL PLANS FOR

SUPERVISORY SYSTEM CONNECTIONS

FOR TAMPER AND FLOW SWITCHES.

TO EXISTING

BOILER ROOM

X-6"

X-6"

X-6"

6"

6"

6" TO CHILLER PLANT

ADDITION

X-F

X-D

NOT TO SCALE

CHECK VALVE

RELOCATE EXISTING FLOW

SWITCH SERVING

EXTERIOR FDC

DOWNSTREAM OF NEW

CHILLER PLANT BRANCH

REPLACE EXISTING ELBOW WITH

TEE. RECONNECT TO EXISTING FDC

PIPING AND EXTEND TO NEW

CHILLER PLANT RISER.

74490

L.D. HENDRIX, JR

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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FP-001

FIRE PROTECTION SYMBOLS, NOTES, &

DETAILS

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00

TS

FS

DETAIL MARK

DETAIL NO.

DRAWING

A. THIS PROJECT CONSISTS OF MULTIPLE TRADES OF WORK PERFORMED WITHIN AN EXISTING BUILDING

AND NEW CHILLER PLANT, ALL OF WHICH ALLOWS VERY LITTLE PERMISSIBLE RANGE OF VARIATION.

THE CONTRACTOR SHALL TAKE CAREFUL CONSIDERATION WITH THE COORDINATION AND INSTALLATION

OF THE MULTITUDE OF NEW SYSTEMS WHILE ALSO ACCOMMODATING ANY EXISTING SYSTEMS TO REMAIN.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL TRADES ASSOCIATED WITH THIS

PROJECT AND ISSUING COORDINATION PLANS PRIOR TO COMMENCEMENT OF EACH PHASE OF

CONSTRUCTION.

C. THE COORDINATION DRAWINGS SHALL ILLUSTRATE ALL SYSTEMS IN PLACE. NO EXCEPTIONS! THE

CONTRACTOR SHALL SHOW ALL NECESSARY OFFSETS, TRANSITIONS, ETC. AS REQUIRED IN ORDER TO

ACCOMMODATE CONDITIONS IDENTIFIED IN THE FIELD.

D. IF CONFLICTS ARE IDENTIFIED DURING THE DEVELOPMENT OF COORDINATION PLANS, THE

CONTRACTOR SHALL NOTIFY THE VA COR OF ANY CONDITIONS WHICH WILL NOT PERMIT THE WORK TO

BE PERFORMED AS INDICATED ON THE PROJECT PLANS.

E. A COMPLETED SET OF COORDINATION PLANS ISSUED FOR REVIEW SHALL CONFIRM THAT THE

CONTRACTOR FULLY UNDERSTANDS THE PROJECT CONSTRAINTS AND ALL KNOWN CONFLICTS HAVE

BEEN ADDRESSED.

FP-001

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

CONTRACTOR SHALL FIELD VERIFY CONDITIONS SHOWN ON DESIGN DOCUMENTS PRIOR TO

COMMENCEMENT OF CONSTRUCTION. NOTIFY COR OF ANY CONDITIONS WHICH WILL NOT PERMIT THE

WORK TO BE PERFORMED AS INDICATED ON THESE DRAWINGS.

ANY AND ALL SHUTDOWNS MUST BE SCHEDULED DURING OFF-HOURS. COORDINATE ALL SHUT-DOWNS OF EXISTING SYSTEMS WITH VA COR A MINIMUM OF FOURTEEN (14) CALENDAR DAYS IN ADVANCE.

PRIOR TO INSTALLATION, VERIFY PRECISE LOCATION OF NEW WALL MOUNTED DEVICES WITH VA COR.

PROVIDE SERVICE CLEARANCE FOR ALL EQUIPMENT. REFER TO INSTRUCTIONS FROM THE EQUIPMENT

MANUFACTURER.

NEW PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS. REFER TO ELECTRICAL DRAWINGS AND

FIELD VERIFY FOR LOCATION OF PANELS.

THE CONTRACTOR SHALL PROVIDE DETAILED DESIGN OF THE SPRINKLER SYSTEM. REFER TO

SPECIFICATIONS.

UNLESS OTHERWISE NOTED, NEW SPRINKLERS SHALL BE AS FOLLOWS:

G.1. EXPOSED STRUCTURE: UPRIGHT OR PENDENT TYPE.

THE FIRE PROTECTION SYSTEM IS PERFORMANCE SPECIFIED. ALL SPRINKLER PIPE SIZES SHALL BE

DETERMINED BY FIRE PROTECTION CONTRACTOR, BASED ON HYDRAULIC CALCULATIONS.

PROVIDE SUPPLEMENTAL DRAINS AS NECESSARY TO PROVIDE 100% SYSTEM DRAINAGE. LOCATE DRAINS

IN ACCESSIBLE LOCATIONS.

REFER TO ARCHITECTURAL PLANS FOR EXACT PHASING REQUIREMENTS.

REFER TO SPECIFICATIONS FOR FIRE SUPPRESSION HAZARD OCCUPANCY CLASSIFICATIONS.

SPRINKLER PIPING SHALL BE A MINIMUM OF ONE INCH.

UNLESS OTHERWISE STATED ON DRAWINGS OR IN THE SPECIFICATIONS, ALL SPRINKLER HEADS SHALL

BE QUICK RESPONSE.

ALL HEADS SHALL BE UL LISTED AND FM APPROVED.

ALL SPRINKLER ZONES SHALL MATCH SMOKE COMPARTMENTS. REFER TO ARCHITECTURAL PLANS FOR

INFORMATION ON SMOKE COMPARTMENTS, SMOKE PARTITIONS AND FIRE BARRIERS.

PROVIDE PROTECTIVE CAGE FOR SPRINKLER HEADS MOUNTED AT OR BELOW 7'-6" AFF.

SPRINKLER PIPING SYSTEMS SHALL BE SUPPORTED FROM STRUCTURE INDEPENDENTLY OF OTHER

SYSTEMS.

REFER TO SPECIFICATION SECTION 01 35 26 FOR ADDITIONAL SHUTDOWN REQUIREMENTS.

FIRE PROTECTION SYMBOLS

D DRAIN PIPING

FR FIRE RISER

SP STAND PIPE

FDV FIRE DEPARTMENT VALVE

TAMPER SWITCH ON VALVE

FLOW SWITCH

EXISTING TO REMAIN

EXISTING TO BE REMOVED

X

XR

MANUAL AIR VENT

VALVED AND CAPPED FIRE DEPARTMENT VALVE

MAV

PRESSURE GAUGE

ISOLATION VALVE

ABOVE FINISHED FLOORAFF

LIGHT HAZARD OCCUPANCYL

ORDINARY HAZARD GROUP 1 OCCUPANCY

ORDINARY HAZARD GROUP 2 OCCUPANCY

OH1

OH2

FIRE PROTECTION GENERAL NOTES

PROJECT COORDINATION NOTES

SPRINKLER ZONE VALVE DETAIL 1

LIMIT OF DEMOLITION

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

F FIRE PROTECTION PIPING

Revisions: Date:

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022

Design Interior

Engineering

K

K

L

L

M

M

N

N

7.37.3

X-1-1/4"Ø F X-1-1/4"Ø F X-1-1/4"Ø F X-1-1/4"Ø F X-1-1/4"Ø F

X-1-1/4"Ø F X-1-1/4"Ø F X-1-1/4"Ø F X-1-1/4"Ø F

X-1-1/4"Ø F X-1-1/4"Ø F X-1-1/4"Ø F

X-1-1/4"Ø F

X-2-1/2"Ø FX-2-1/2"Ø F X-2-1/2"Ø F

X-1-1/4"Ø F

X-1-1/4"Ø F X-2-1/2"Ø F

X-2-1/2"Ø F

X-2-1/2"Ø F

X-2-1/2"Ø F

X-2-1/2"Ø F X-1-1/4"Ø F X-3"Ø F

X-3"Ø F

X-3"Ø FX-2-1/2"Ø F

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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FP-101

FIRE PROTECTION PLAN - FIRST FLOOR CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00 1

FIRE SUPPRESSION LEGEND

REWORK EXISTING SPRINKLER MAIN PIPING IN OUTLINED AREA TO

ACCOMMODATE RENOVATIONS AND INSTALLATION OF ALL NEW

TRADES. PROVIDE NEW BRANCH PIPING AND UPRIGHT SPRINKLER

HEADS AS REQUIRED. SPRINKLER PER NFPA 13, ORDINARY

HAZARD GROUP 1 OCCUPANCY.

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

FIRE PROTECTION PLAN - FIRST FLOOR 1

CRC

Office

CRC

Office

CRC

Office

CRC

Office

CRC

Office

CRC

Office

CRC

Office

CRC

Office

MECHANICAL

ROOM

1A350A

FIRE PUMP

ROOM

1A351

ELECTRICAL

ROOM

1A360A

EMERGENCY ELEC.

DISTRIBUTION

1A013

X- FIRE PUMP

N

NOT TO SCALE

ACC 1ST FLOOR KEY PLAN

GENERAL NOTES

FIRE SUPPRESSION ISOLATION VALVE SERVING MECHANICAL ROOM IS LOCATED IN "STAIR 2". A.

STAIR 2

TELECOM.

1A014

ELECTRICAL

1A015

HVAC CONTROL

ROOM

1A340

MECHANICAL

ROOM

1A009

TOILET

ROOM

1A010

PUBLIC TOILET

1A008

Revisions: Date:

UP

V F

D V

F D

V F

D V

F D

V F

D V

F D

V F

D

VFDVFD

V F

D V

F D

V F

D

6"ø F

6"ø F

FP-001

B.2 B.2

B.5 B.5

B.8 B.8

C.3 C.3

D.4 D.4

E.3 E.3

CHILLER PLANT

EC-114

2.7

2.7

B.4 B.4

BOILER ROOM

BREAK ROOM

JANITOR

TELE/ DATA ROOM

MANAGER'S OFFICE

LOCKER/SHOWER

VESTIBULE

CORRIDOR

CONTROL ROOM

STORAGE

ELEC. ROOM

STORAGE

STORAGE

NORMAL PARALLEL

SWITCHGEAR

EMERGENCY

PARALLEL

SWITCHGEAR

X - 6"ø F

X - 6"ø F

FS

74490

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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FP-102

FIRE PROTECTION PLAN - CHILLER PLANT

FLOOR

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00 3

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0" 1

FIRE PROTECTION PLAN - CHILLER PLANT

FLOOR

CODED NOTES:

1 NEW SPRINKLER ZONE MAIN PIPING EXTENDED FROM ADJACENT BOILER PLANT. EXTEND MAIN AND

BRANCH PIPING TO PROVIDE FULL COVERAGE TO CHILLER PLANT.

FIELD VERIFY EXACT ROUTING. PROVIDE ALL NECESSARY OFFSETS, FITTINGS, ETC.

PROVIDE SLEEVE IN WALL AT PENETRATION. FIRESTOP AS REQUIRED.

MODIFY EXISTING FIRE PROTECTION MAIN ELBOWS AND FITTINGS AS REQUIRED TO ACCOMMODATE NEW

ZONE BRANCH.

RELOCATE EXISTING FLOW SWITCH DOWNSTREAM OF NEW CHILLER PLANT CONNECTION.

WATER FLOW TEST RESULTS *

WATER SUPPLY AVAILABLE/MAX DEMAND

DATE: 04.09.2014

STATIC: 71 PSI

RESIDUAL: 63 PSI

FLOW: 920 GPM

* BASED ON FLOW TEST DATA FROM BOILER PROJECT.

WATER SUPPLY AVAILABLE: 920 GPM

MAX DEMAND: 550 GPM

PRESSURE REQUIRED: 30 PSI

FIRE PROTECTION LEGEND

AREA SHALL BE FULLY SPRINKLERED WITH A WET-TYPE SPRINKLER SYSTEM IN FULL

COMPLIANCE WITH NFPA 13 AND VA REQUIREMENTS. PROVIDE UPRIGHT SPRINKLERS

THROUGHOUT. SPRINKLER TO ORDINARY HAZARD GROUP 1. REFER TO

SPECIFICATION 21 13 13 FOR SPRINKLER LAYOUT/DESIGN REQUIREMENTS.

* AS PART OF THIS PROJECT, CONTRACTOR SHALL PROVIDE NEW FLOW TEST IN ORDER TO VERIFY CAPACITY

AVAILABLE TO ACCOMMODATE FLOW/PRESSURE REQUIRED FOR PROJECT.

N

Revisions: Date:

74490

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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P-001

PLUMBING SYMBOLS AND NOTES CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00

PLUMBING PIPING:

DEMOLITION SYMBOLS:

PLUMBING SYMBOLS:

CALL OUTS:

ABBREVIATIONS:

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER SUPPLY

DOMESTIC COLD WATER SUPPLY

SANITARY WASTE

PLUMBING VENT

SAN

ST

OVERFLOW STORM

USAN SANITARY WASTE BELOW GRADE

V

STORM

OST

PIPE DOWN

PIPE RISE UP

PIPE CAP

FLOOR DRAIN

CW

HW

HWR

NATURAL GASG

FIRE SUPPRESSION PIPINGF

VENT THROUGH ROOFVTR

ELECTRICAL CONTRACTOR

GENERAL TRADES CONTRACTOR

TEMPERATURE CONTROL CONTRACTOR

HVAC CONTRACTOR

FIRE SUPPRESSION CONTRACTOR

PLUMBING CONTRACTOR

CONNECT TO EXISTING

EC

GC

FC

PC

TC

HC

CTE

REFERENCE TO CODED NOTE

ABOVE FINISHED FLOORAFF

ROOF OPENINGRO

RD

FD

ROOF DRAIN

FLOOR DRAIN

PRESSURE GAUGE

STRAINER

PIPE EXPANSION ANCHOR

PIPE GUIDE

FLEXIBLE PIPE CONNECTOR

THERMOMETER IN PIPE WELL

BALANCING VALVE

X

HEIGHT OF BOTTOM OF PIPE ABOVE FLOOR9'-2"

ISOLATION VALVE

REDUCER

UNION

CHECK VALVE

GAUGE PORT (PETE'S PLUG)

DRAIN VALVE WITH HOSE FITTING

LOCAL DRAIN, VALVED WITH 3/4" THREADED CONNECTOR

MANUAL AIR VENTMAV

PRESSURE RELIEF VALVE

EXISTING TO REMAIN

EXISTING TO BE REMOVED

X

XR

EXISTING TO BE RELOCATEDXRL

EQUIPMENT OR FIXTURE MARK

UNIT NUMBER

EQUIPMENT

TYPE

BRANCH PIPE CONNECTION

EQ-#

TWO POSITION VALVE

PRESSURE REDUCING VALVE

LIMIT OF DEMOLITIONLOD

A.

B.

C.

D.

E.

THIS PROJECT CONSISTS OF MULTIPLE TRADES OF WORK PERFORMED WITHIN AN EXISTING BUILDING AND NEW CHILLER PLANT, ALL OF WHICH ALLOWS VERY LITTLE PERMISSIBLE RANGE OF VARIATION. THE CONTRACTOR SHALL TAKE CAREFUL CONSIDERATION WITH THE COORDINATION AND INSTALLATION OF THE MULTITUDE OF NEW SYSTEMS WHILE ALSO ACCOMMODATING ANY EXISTING SYSTEMS TO REMAIN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL TRADES ASSOCIATED WITH THIS

PROJECT AND ISSUING COORDINATION PLANS PRIOR TO COMMENCEMENT OF EACH PHASE OF

CONSTRUCTION.

THE COORDINATION DRAWINGS SHALL ILLUSTRATE ALL SYSTEMS IN PLACE. NO EXCEPTIONS! THE CONTRACTOR SHALL SHOW ALL NECESSARY OFFSETS, TRANSITIONS, ETC. AS REQUIRED IN ORDER TO

ACCOMMODATE CONDITIONS IDENTIFIED IN THE FIELD.

IF CONFLICTS ARE IDENTIFIED DURING THE DEVELOPMENT OF COORDINATION PLANS, THE CONTRACTOR SHALL NOTIFY THE VA COR OF ANY CONDITIONS WHICH WILL NOT PERMIT THE WORK TO BE PERFORMED

AS INDICATED ON THE PROJECT PLANS.

A COMPLETED SET OF COORDINATION PLANS ISSUED FOR REVIEW SHALL CONFIRM THAT THE

CONTRACTOR FULLY UNDERSTANDS THE PROJECT CONSTRAINTS AND ALL KNOWN CONFLICTS HAVE

BEEN ADDRESSED.

LOCATIONS AND ROUTING OF EXISTING PIPING, DUCTWORK , AND EQUIPMENT IS PRESUMED FROM

EXISTING DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL PRIOR TO COMMENCEMENT OF

CONSTRUCTION. NOTIFY COR OF ANY CONDITIONS WHICH WILL NOT PERMIT THE WORK TO BE

PERFORMED AS INDICATED ON THESE DRAWINGS.

ANY AND ALL SHUTDOWNS MUST BE SCHEDULED DURING OFF-HOURS. COORDINATE ALL SHUT-DOWNS OF EXISTING PLUMBING SYSTEMS WITH VA COR A MINIMUM OF TWENTY ONE (21) CALENDAR DAYS IN

ADVANCE.

PRIOR TO INSTALLATION, VERIFY PRECISE LOCATION OF NEW WALL MOUNTED DEVICES WITH VA COR.

PROVIDE ADEQUATE SERVICE CLEARANCE FOR ALL MECHANICAL EQUIPMENT. REFER TO INSTRUCTIONS

FROM THE EQUIPMENT MANUFACTURER.

NEW PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS. REFER TO ELECTRICAL DRAWINGS FOR

LOCATION OF PANELS.

WHERE EXISTING FIXTURES ARE TO BE REMOVED, REMOVE ALL ASSOCIATED BRANCH PIPING WHICH IS NOT TO BE REUSED BACK TO ACTIVE MAIN. REMOVE TEES AND ALL BRANCH PIPING, PER DIRECTIVE 1061, TO PREVENT LEGIONELLA GROWTH IN THE DOMESTIC WATER SYSTEM.

PLUMBING PIPING SYSTEMS SHALL BE SUPPORTED FROM STRUCTURE INDEPENDENTLY OF OTHER

SYSTEMS.

LIMIT OF DEMOLITION

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

PLUMBING GENERAL NOTES

PROJECT COORDINATION NOTES

A.

B.

C.

D.

E.

F.

G.

FLOOR CLEANOUTFCO

NON-POTABLE COLD WATERNPCW

NON-POTABLE HOT WATERNPHW

UST STORM BELOW GRADE

AD ACCESS DOOR

CLEANOUTCO

NON-POTABLENP

OVERFLOW ROOF DRAINORD

NORMALLY CLOSEDNC

NORMALLY OPENNO

FLOOR CLEANOUT

COMPRESSED AIR PIPINGCA

TRENCH DRAIN

Revisions: Date:

K

K

L

L

M

M

N

N

X-4"Ø ST

X-4"Ø ST

XR-3"Ø ST

XR-3"Ø ST

D1 D2

D2

CAP

Geriatrics Chief

3A415

Conference Room

3A413

Open Office

3A411

Telecom.

3A015

Electrical Room

3A016

Group

3A418

Exam Room

3A421

Corridor

3A420A

Telehealth Supv

3A423

Reception

3A414

Social Work Chief

3A456

HBHC Supv Office

3A455

Nurse Office

3A454

Social Work

3A426

Home Telehealth

3A424

Home Telehealth

3A422

Telehealth Exam

3A439

Social Work

3A435

Exam

3A433

Geriatrics

3A431

MD/RN Office

3A440

SW/MD Office

3A438

SW Office

3A436

Exam

3A434

C&P Psychologist

3A432

Corridor

3A430

Corridor

3A420 Corridor

3A410

Corridor

3A450

Men's Toilet

3A007

Women's Toilet

3A008

Toilet Room

3A403

Corridor 3A401

Geriatric Waiting

3A400

Admin.

Assistant

Office

3A402 Work Room

3A404

Staff Toilet

3A405

Staff Toilet

3A405A

Chaplain

3A017

Elevator Lobby

3A014

Stair No. 2

3S002

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Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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PD-153

ACC THIRD FLOOR PLUMBING DEMOLITION

PLAN

CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00 1

NOT TO SCALE

ACC 3RD FLOOR/ROOF KEY PLAN

DEMOLITION CODED NOTES

REMOVE EXISTING 3"Ø ST PIPING UP THROUGH DECK TO HUB DRAIN ABOVE. REMOVE HUB DRAIN

COMPLETE AND PATCH ROOF WATERTIGHT.

REMOVE EXISTING 3"Ø ST PIPING BACK TO MAIN AS INDICATED.

D1

D2

GENERAL NOTES

EXISTING EQUIPMENT SHALL NOT BE SHUTDOWN AND REMOVED UNTIL SUCCESSFUL START-UP, TEST, AND

CHANGEOVER TO NEW CHILLER PLANT HAS OCCURRED.

COORDINATE SHUTDOWN OF EXISTING EQUIPMENT WITH VA COR.

ALL WORK ON THIS DWG SHALL BE COMPLETED DURING OFF-HOURS.

CONTRACTOR SHALL REMOVE AND REPLACE CEILING TILE AND GRID AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES/GRID AS A RESULT OF THIS WORK.

A.

B.

C.

D.

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

ACC THIRD FLOOR PLUMBING DEMOLITION PLAN 1N

Revisions: Date:

6"ø USAN

4"ø USAN

2TYP.

X - 6" USAN

789.46'

790.3'

4"ø UST

6"ø UST

788.7'788.0'

4"ø USAN

6"ø USAN

788.5'

B.2 B.2

B.5 B.5

B.8 B.8

C.3 C.3

D.4 D.4

E.3 E.3

2TYP.

42.7

2.7

B.4 B.4

4"ø USAN

4"ø USAN

6"ø UST

4"ø UST

6"ø UST 4"ø USAN

4"ø USAN

74490

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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P-101

PLUMBING PLAN - UNDERSLAB CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00 3

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0" 1

PLUMBING PLAN - UNDERSLAB

CODED NOTES

GENERAL NOTES

COORDINATE FLOOR DRAIN AND CLEANOUT LOCATIONS WITH FINAL EQUIPMENT AND CONCRETE PAD LAYOUT.

ALL UNDERSLAB SANITARY PIPING SHALL BE MINIMUM 3"Ø.

6" ST TO SITE STORM MAIN. REFER TO CIVIL DRAWINGS FOR CONTINUATION.

ROUTE 1/2" CONTINUOUS SOFT COPPER LINE (BURIED) TO FLOOR DRAIN TRAP.

ELECTRONIC TRAP PRIMER MANIFOLD (MOUNTED ABOVE FLOOR LEVEL). ROUTE LINES UP TO MANIFOLD AS

INDICATED. REFER TO DETAIL #1 ON DWG P-501.

FIELD SURVEY LOCATION OF EXISTING, CAPPED USAN MAIN. COORDINATE ROUTING WITH NEW CHILLER PLANT STRUCTURE. CUT AND PATCH SLAB, IF NECESSARY, IN ORDER TO RE-ROUTE MAIN TO ACCOMMODATE

STRUCTURE.

4" STORM UP TO EXTERIOR CLEANOUT. REFER TO DWG P-102 FOR CONTINUATION.

PROVIDE FLOOR DRAIN IN NEW PIT AS INDICATED. ROUTE DRAIN PIPING FROM NEW FLOOR DRAIN, UNDER SLAB, AND INTO EXISTING PIT. TERMINATE PIPING ABOVE FLOOR OF EXISTING PIT WITH 3" AIR GAP. SEE DWG

P-102 FOR MORE INFORMATION.

A.

B.

N

Revisions: Date:

CO

FD-S

FD-E

FD-E

FD-E

FD-E

FD-E

FD-E

3"ø CW

4"ø CW

FCO

FD-S

P-801

P-801

FD-E

FD-E

1"ø HW

3/4"ø HWR

3/4"ø CW

3/4"ø CW

X - 4" CW

P-502

1.0

GPM

1.0

GPM

P-534

FCO

3"ø V

3" VTR

CO

CO

CO

1"ø HW

4"ø ST

4"ø OST

FCO

FCO

P-801

1 1/4"ø CW

3/4"ø CW

3/4"ø HWR

1"ø HW

2 1/2"ø CW

3/4"ø HWR

3/4"ø HWR

1"ø HW

4"ø OST

FCO

P-804

P-804

3/4"ø CW

STORM MAIN

CLEANOUT

B.2 B.2

B.5 B.5

B.8 B.8

C.3 C.3

D.4 D.4

E.3 E.3

3" VTR

CHILLER PLANT

EC-114

3/4"ø HWR 1"ø HW

1 1/4"ø CW

4"ø OST

10 3/4"ø CW

2.7

2.7

B.4 B.4

FD-E

P-707

FD-T

VTR

P-707

3/4"ø CA

3/4"ø CA

3/4"ø CA

3/4"ø CW

X - 3/4"ø CA

X - 3/4"ø CA

CO

4"ø OST

4"ø OST

4"ø ST

STORAGE

NORMAL PARALLEL

SWITCHGEAR

EMERGENCY

PARALLEL

SWITCHGEAR

STORAGE

ELEC. ROOM

BOILER ROOM

CONTROL ROOM

STORAGE

CORRIDOR

LOCKER/SHOWER

MANAGER'S OFFICE

VESTIBULE

1 1/4"ø CW

4"ø OST

3/4"ø CW

1 1/4"ø CW

3/4"ø HWR

2 1/2"ø CW

1"ø HW

1"ø HW

FD-E

P-804

P-804

P-804

74490

L.D. HENDRIX, JR

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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P-102

PLUMBING PLAN - CHILLER PLANT FLOOR CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00 3

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0" 1

PLUMBING PLAN - CHILLER PLANT FLOOR

CODED NOTES

N

1 ELECTRONIC TRAP PRIMER MANIFOLD. REFER TO DETAIL #1 ON DWG P-501.

CONNECT TO EXISTING CAPPED 4" DOMESTIC COLD WATER PIPING. PROVIDE SHUTOFF VALVE AT POINT OF

CONNECTION. FIELD VERIFY EXACT LOCATION.

4" OST DOWN WALL. PIPE TO EXTERIOR WITH OVERFLOW DOWNSPOUT OUTLET. OUTLET SHALL BE 1'-6"

ABOVE GRADE. REFER TO DETAIL #3 ON DWG P-501.

4" ST DOWN ALONG COLUMN TO BELOW SLAB. PROVIDE CLEANOUT AT BASE OF STACK PER DETAIL #10 ON

DWG P-501. REFER TO DWG P-101 FOR CONTINUATION.

RECIRCULATED HOT WATER. REFER TO DETAIL #2, DWG P-501. BALANCE HWR BALANCE VALVE TO

INDICATED FLOW.

SIDESTREAM FILTRATION SYSTEM. PIPE (2) 2" BACKWASH DRAIN LINES TO LOCAL TRENCH DRAIN.

3" CW TO FILL LINE STATION. REFER TO DETAIL #2, DWG P-502.

CONNECT NEW 1" DOMESTIC HOT WATER PIPING TO EXISTING PIPING AT WATER HEATER. PROVIDE ISOLATION VALVE IN NEW PIPING AS INDICATED. PROVIDE ISOLATION VALVE IN EXISTING 1" BRANCH PIPING

FEEDING BOILER PLANT. FIELD VERIFY EXACT LOCATION.

CONNECT TO EXISTING CAPPED 3/4" DOMESTIC HOT WATER RETURN PIPING. PROVIDE SHUTOFF VALVE AT

POINT OF CONNECTION. FIELD VERIFY EXACT LOCATION.

3/4" CW UP. REFER TO DWG P-103 FOR CONTINUATION.

PROVIDE CHECK VALVES IN HORIZONTAL PORTION OF CW AND HW LINES SERVING P-502.

PROVIDE FLOOR DRAIN IN NEW PIT AS INDICATED. ROUTE DRAIN PIPING FROM NEW FLOOR DRAIN, UNDER SLAB, AND INTO EXISTING PIT. TERMINATE PIPING ABOVE FLOOR OF EXISTING PIT WITH 3" AIR GAP. SEE DWG

P-101 FOR MORE INFORMATION.

3/4"Ø COMPRESSED AIR PIPING DOWN TO SSF-1.

CONNECT NEW 3/4"Ø COMPRESSED AIR PIPING TO EXISTING PIPING IN BOILER PLANT UPPER LEVEL.

PROVIDE ISOLATION VALVE IN PIPING AS INDICATED.

RELOCATE EXISTING AIR COMPRESSOR TO LOCATION INDICATED. COORDINATE EXACT LOCATION WITH VA COR AND BOILER PLANT SUPERVISOR. EXTEND CA PIPING AND ELECTRICAL FROM NEW LOCATION AND CONNECT TO EXISTING . REMOVE EXISTING CONCRETE PAD COMPLETELY AND PATCH/FINISH FLOOR TO MATCH EXISTING. PROVIDE NEW 4" THICK CONCRETE PAD AT NEW LOCATION. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. COORDINATE SHUTDOWN OF SYSTEM WITH VA COR AND BOILER

PLANT SUPERVISOR.

GENERAL NOTES

A.

B.

C.

COORDINATE FLOOR DRAIN AND CLEANOUT LOCATIONS WITH FINAL EQUIPMENT AND CONCRETE PAD LAYOUT.

SLEEVE ALL FLOOR AND WALL PENETRATIONS. FIRESTOP ALL PENETRATIONS OF RATED CONSTRUCTION.

PROTECT ALL EXPOSED INSULATED PIPING WITHIN 6'-0" OF FINISHED FLOOR WITH ALUMINUM JACKET.

Revisions: Date:

DN

ORD-1

ORD-1

ORD-1RD-1

RD-1

RD-1

2430 sf

910 sf

2850 sf

P-801

B.2 B.2

B.5 B.5

B.8 B.8

C.3 C.3

D.4 D.4

E.3 E.3

P-801

2.7

2.7

B.4 B.4

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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P-103

PLUMBING PLAN - ROOF CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00 3

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0" 1

PLUMBING PLAN - ROOF

CODED NOTES

1 3" VENT THRU ROOF. REFER TO DETAIL #4 ON DWG P-501.

3/4" CW DOWN TO FIRST FLOOR. REFER TO DWG P-102 FOR CONTINUATION.

GENERAL NOTES

A.

B.

COORDINATE ROOF DRAINS WITH ROOF MOUNTED EQUIPMENT LAYOUT.

ALL WATER PIPING EXPOSED TO OUTDOORS SHALL BE PROVIDED FREEZE PROTECTION (HEAT TRACE).

N

Revisions: Date:

1/8" BEND

FINISH FLOOR

SECURE RIM

FLUSH WITH

FINISH FLOOR

ADJUSTABLE HOUSING

INSIDE CAULK

SANITARY WYE FITTING

NOTE:

NO-HUB

INSTALLATION IS

SIMILAR.

NOT TO SCALE

VERTICAL

SERVICE

PIPE

CLEAN CAP

"NO-HUB" CLAMP

ASSEMBLY (TYP)

WYE FITTING

CLEAN CAP

HORIZONTAL

SERVICE

PIPE

VERTICAL SERVICE PIPE HORIZONTAL SERVICE PIPE

TEE FITTING

NOT TO SCALE

INTEGRAL

VACUUM

BREAKER

NICKEL

BRONZE

BOX FACE

KEY

3/4" HOSE

CONNECTION

20 GA.

STAINLESS

STEEL BOX

ADJUSTABLE

WALL CLAMP

1/2" FEMALE

NPT INLET

3/4" MALE

NPT INLET

2-1/2"

WALL THICKNESS

1-1/2"

NOT TO SCALE

H W

C W

MIXING VALVE. ASSE 1071 COMPLIANT.

TEPID WATER TO PLUMBING

FIXTURE.

T W

NOTES:

1.

2.

INSTALL IN AN ACCESSIBLE LOCATION.

REFER TO SPECIFICATION 22 05 23 FOR

ADDITIONAL INFORMATION.

NOT TO SCALE

FAUCET. SEE

SPECIFICATIONS

OFFSET WASTE

TRAP PARALLEL TO WALL.

PROVIDE PROTECTIVE TRAP

COVER PER SPECIFICATIONS.

LOOSE KEY STOP

ESCUTCHEON

FINISHED FLOOR

F O

R F

IX

T

U R

E H

E

IG

H T

S S

E E

A R

C H

IT

E

C T

U R

A L

D R

A W

IN

G

S

NOTES:

1.

2.

REFER TO SPECIFICATION 22 40 00 FOR CARRIER

REQUIREMENTS.

REFER TO SPECIFICATION 22 40 00 FOR ASSE 1070

ANTI-SCALD DEVICE REQUIREMENTS.

NOT TO SCALE

10 3/4"

METAL ROOF DECK

ROOF

STRUCTURE

(BEYOND)

STORM OUTLET

(REFER TO PLANS)

ADJUSTABLE

EXTENSION

ROOF INSULATION

GRAVEL STOP

ROOF DRAIN STRAINER (TYP)

48"x24" METAL PAN

2" HIGH WATER DAM

NOTES:

1.

2.

3.

COORDINATE WITH OTHER TRADES FOR INSTALLATION OF FLASHING

AT FLASHING CLAMP.

REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

FASTEN METAL PAN TO ROOF DECK WITH SELF-TAPPING SCREWS IN

ACCORDANCE WITH MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

INSULATE DRAIN BODY AND PIPING.

ROOF DRAIN OVERFLOW ROOF DRAIN

NOT TO SCALE

4.

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

MAXIMUM PIPE/TUBING SUPPORT SPACING

TUBING 5 FT

NOM. SIZE

PIPE

THRU (20)

6 8 10

(32)(25) (40)

(65)

(50)

(75)

ADJUSTABLE CLEVIS HANGER

TYPE 43 - SEE SPECIFICATIONS

SADDLE

WELD

1312 14 16

(125)(100)

(150)

(200)

TRAPEZE HANGER FOR UP TO 1000 LB. (453 KG) UNIFORM LOAD

PROVIDE INSULATION SHIELD

AND INSERT FOR ALL PIPING

(8" (200 MM) MIN.)

SIDE VIEW

1 5/8" (43 MM) 12 GAGE

1" (25 MM) MAX.

STRENGTH INSULATION

PROVIDE HIGH COMPRESSIVE

TYPE 1 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER

HANGER ROD

ABOVE INSULATION SHIELD

AT HANGER

INSULATION SHIELD

TEMPERATURE PIPE)

REQUIRED FOR LOW

BARRIER TYPE IS

INSULATION (VAPOR

BAND

(9 PCF MIN. DENSITY)

CHANNEL OR 2"x2"x1/4"

(50x50x8 MM) ANGLE

864 532 2 1/21 1/21 1 1/4IN.

(MM)

(M)

FT.

FT.

(M)

(5.8)(5.2)(4.1) (4.9)(3.7)(3.0) (3.4)(2.7)(2.1)

(4.9)(4.1)(3.7) (4.0)(3.0)(2.4)(1.8)5 FT

THRU 3/4

(2.1) (2.1)

(2.1)

(2.7)

(2.4)

1/2" (15 MM) DIA. HANGER RODS

WITH 36" (900 MM) MAX. SPACING

ON EACH CHANNEL

NOT TO SCALE

INSULATION ROOFING. REFER TO

ARCH PLANS FOR ROOF

CONSTRUCTION.

VENT (SEE PLANS

FOR SIZES,

MINIMUM 3-INCHES)

FLASH VENT WITH

COPPER CAP AND BASE.

ROLL CAP 1" INTO TOP

OF VENT. BASE TO BE

2'-0" SQUARE.

M

IN

12" MIN. SKIRT

SECURELY FASTEN VENT PIPE

TO STRUCTURE USING STEEL

ANGLES, BOLTED.

NOT TO SCALE

FLOOR

18"

WALL ASSEMBLY. REFER

TO ARCH. PLANS.

SLEEVE. WATERPROOF

AND SEAL BETWEEN PIPE

AND SLEEVE.

OVERFLOW STORM DRAIN

OUTLET. MATCH BOILER

PLANT OUTLET STYLE.

O S

T

COORDINATE EXACT

LOCATION WITH ARCH.

PLANS.

SUPPORT VERTICAL

STORM LINE WITH

WELDED ANGLE IRON.

NOT TO SCALE

ISOLATION VALVE

BALANCE VALVECHECK VALVE

HWR

FLOW

HW

NOT TO SCALE

NOTES:

1. BALANCE TO FLOW RATES INDICATED ON FLOOR PLANS.

NEAREST COLD

WATER SOURCE

SHUT-OFF VALVE

ELECTRONIC TRAP

PRIMER MANIFOLD

1/2" CONTINUOUS SOFT

COPPER TUBING, TYP.

(NO JOINTS)

TO OTHER FLOOR DRAINS AND

FLOOR SINKS AS REQUIRED

(TYP.)

FLOOR DRAIN

FLOOR

NOTES:

1. ALL FLOOR DRAINS AND FLOOR SINKS SHALL

BE PROVIDED WITH A TRAP PRIMER.

TO SANITARY SYSTEM

M O

U N

T A

A P

P R

O X

A F

F

PROVIDE SLEEVE AND

WATERPROOF SEAL IN ANNULAR

SPACE AT FLOOR PENETRATION.

(TYP.)

NOT TO SCALE

74490

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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P M

P-501

PLUMBING DETAILS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00

FLOOR CLEANOUT DETAIL 11 EXPOSED CLEANOUT DETAIL 10 NON-FREEZE HOSE-BIBB 9

TEMPERED WATER MIXING VALVE DETAIL 8 TYPICAL LAVATORY DETAIL 7 PRIMARY AND OVERFLOW ROOF DRAINS DETAIL 6 TYPICAL PIPE HANGERS 5

VENT THROUGH ROOF DETAIL 4 OVERFLOW STORM DOWNSPOUT NOZZLE 3 RECIRCULATED HOT WATER DIAGRAM 2 TRAP PRIMER (DISTRIBUTION) DETAIL 1

Revisions: Date:

SEE NOTE 2

INSULATION

PIPE

BANDS TO SECURE

INSULATION IN PLACE

INSULATION

PIPE

BANDS TO SECURE

INSULATION IN PLACE

METAL JACKET WITH

TOP LAP FACING DOWN

METAL JACKET WITH

TOP LAP FACING DOWN

RIVETS OR SCREWS AT

SEAMS (DO NOT

PENETRATE INSULATION)

METAL BAND OR

BELT INSTALLED

PER MFG'S

INSTRUCTIONS

MIN OF 1"

BETWEEN FIRST

BAND AND OVER-

LAPPING JOINT

NOTES:

1. LONGITUDINAL JACKETING SEAMS POSITIONED AT

3 OR 9 O'CLOCK ONLY WITH TOP LAP FACING

DOWN FOR WEATHER PROOFING.

2. OVERLAP JACKETING A MINIMUM OF 1-1/2".

3. INSTALL HEAT TRACE PER MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE

M

M

CW

NPCW

2"

N P

C W

3"

FLOOR

NC

EXTEND DRAIN LINE

TO NEAREST FLOOR

DRAIN. TERMINATE

WITH AN AIR GAP.

ISOLATION

VALVE (TYP.)

3"

3"

3"

3"

2"

2"

N P

C W

2"

UNION

(TYP.)

NC

2" CHILLED

WATER MAKE-UP.

BY-PASS

3" TO TOWER WATER

RETURN MAIN.

PRESSURE

GAUGE

(TYP.)

REDUCED

PRESSURE

BACKFLOW

PREVENTER

PRESSURE

REDUCING VALVE.

SET TO 33 PSI

DIGITAL MAKE-UP

WATER METER. WIRE

TO BAS (TYP.)

STRAINER W/

BLOWDOWN

(TYP.)

N P

C W

3" TO COOLING

TOWERS

3"

REFER TO

PLUMBING

PLANS FOR

CONTINUATION.

MAKE-UP FILL

CONTROL VALVE

PRESSURE

REDUCING VALVE.

SET TO 28 PSI

BY HC

BY PC

NOT TO SCALE

74490

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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P M

P-502

PLUMBING DETAILS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00

FIELD APPLIED METAL JACKETING OVER PIPE INSULATION. 1MAKE-UP FILL LINE STATION DETAIL 2

Revisions: Date:

FD-E

FD-E

FD-S

FD-E

FD-E

FD-E

FD-E

FD-E

FD-E

P-502

P-534

FD-S

4"ø USAN

3"ø USAN

3"ø USAN

4"ø USAN

4"ø USAN

4"ø USAN

3"ø V

3"ø V

1 1/2"ø V

3"ø V

3" VTR

3" VTR

3"ø V

3"ø USAN

X - 6" USAN

4"ø USAN

6"ø USAN

FCO

FCO

FCO

FCO

3" VTR

3"ø V

2"ø V

6"ø USAN

6"ø USAN

FD-E

4"ø USAN

P-707

FD-T

P-707

1 1/2"ø V

1 1/2"ø USAN

P-TRAP

P-TRAP

P-TRAP

P-TRAP

4"ø USAN

4"ø USAN

4"ø USAN

4"ø USAN

4"ø USAN

P-TRAP

4"ø ST

4"ø ST

4"ø UST

4"ø ST

4"ø ST

6"ø UST

ORD-1

RD-1

ORD-1

RD-1

ORD-1

RD-1

CO

CO

4"ø OST

4"ø OST

4"ø OST

CO

FCO

CO

CO

4"ø OST

4"ø OST

CO

CO

CO

CO

CO

4"ø UST

6"ø UST

OST OUTLET PER DETAIL

#3 DRAWING P-501

OST OUTLET PER DETAIL

#3 DRAWING P-501

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

20045

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P-601

PLUMBING SCHEDULES AND ISOMETRICS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 LDH CAB

BID & CONSTRUCTION

18902.00

PLUMBING FIXTURE SCHEDULE

MARK FIXTURE

CW

BRANCH PIPE SIZE

HW WASTE VENT

NOTES:

1. UNDER SLAB SANITARY SHALL BE A MINIMUM OF 3"Ø.

2. REFER TO SPECIFICATION 22 40 00 FOR ADDITIONAL INFORMATION.

P-534 3/4" 3/4" 2" 3"

2-BAY STAINLESS

STEEL W/

DRAINBOARD

P-707 1" 1" 2"

EMERGENCY

SHOWER EYE

& FACE WASH

P-801 3/4" - - -

FREEZE PROOF

WALL HYDRANT

FD-E - - 4" 2"FLOOR DRAIN

1.5"

P-502 3/4" 3/4" 3" 2"

SERVICE

SINK

FD-S - - 4" 2"FLOOR SINK

P-804 3/4" - - -HOSE BIBB

NOT TO SCALE

PLUMBING ISOMETRIC 1

NOT TO SCALE

PRIMARY AND OVERFLOW STORM ISOMETRIC 2

NOTES:

1. EACH FLOOR DRAIN AND FLOOR SINK SHALL BE

PROVIDED WITH A TRAP IN HORIZONTAL BRANCH

LINE.

FCO - -

FLOOR

CLEANOUT

STORM

RD ROOF DRAIN

ORD

OVERFLOW

ROOF DRAIN

4"

4"

FD-T - - 4" 2"TRENCH DRAIN -

Revisions: Date:

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Dr…