Attachment 3 - Drawings (539-21-211).pdf

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

COVER SHEET

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

CODE DATA

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

PHASING PLAN

Jason Reeves - Chief Engineer Josh Schneider - COR

728.388

CNPT

725.781

CNPT

725.566

CNPT

726.866

CNPT

726.570

CNPT

725.550

MH-3-SAN

726.232

SIGNPB

727.103

HEDGES OC*

RIM 725.38

6" INV = 708.18

12" INV = 707.93

RIM 725.38

12" INV = 701.53 & 707.53

18" INV = 701.62

18" INV = 701.18

INV 701.15

RIM 725.99

8" INV = 702.78

21" INV = 702.89

RIM 725.15

21" INV 701.25

18" INV 701.06

18" INV 700.76

RIM 725.81

12" INV 723.03

18" INV 725.46

18" INV 713.63

DOUBLE CB

RIM 725.15

12" INV 719.53

RIM 724.43

8" INV 723.03

RIM 724.37

8" INV 722.70

8" INV 722.54

DIVIDER WALL WITH

12" HOLE

TOP 723.97

8" INV 721.47

12" INV 715.47

48" INV 715.79

RIM 724.37

12" INV 719.28

12" INV 715.31

EX. MH

TOP 726.75

INV UNKWN.

EX. MH

TOP 728.07

10' INV (W) = 724.75

12" INV (E) = 724.56

EX. CB

P 728.07 = 725.55

CINCINNATI VA HOSPITAL

STOP SIGN

HANDICAP WARNING

STRIP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

STOP SIGN

DECORATIVE

BOLLARDS (TYP.)

NO PARKING

SIGN

BENCH

BENCH

BRICK PAVERS

OVERHANG

OVERHANG

- Existing Storm

- Existing Sanitary Sewer

- Existing Electrical

- Existing Water

- Existing Communications

SYMBOL LEGEND

WV

- Storm Manhole

- Catch Basins

- Curb Inletl

- Sanitary Manhole

- Cleanout

- Water Valve

- Water Meter

- Fire Hydrant

- Water Shutoff Valve

-Post

- Telephone Manholel

- Electic Manhole

- Light Pole

- Gas Valve

- Gas Shutoff Valve

- Gas Regulator

-Signs

-Deciduous Tree

-Evergreen Tree

GV

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

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

EXISTING CONDITIONS

V-001

728.388

CNPT

725.781

CNPT

725.566

CNPT

726.866

CNPT

726.570

CNPT

725.550

MH-3-SAN

726.232

SIGNPB

727.103

HEDGES OC*

CINCINNATI VA HOSPITAL

STOP SIGN

HANDICAP WARNING

STRIP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

STOP SIGN

DECORATIVE

BOLLARDS (TYP.)

NO PARKING

SIGN

BENCH

BENCH

BRICK PAVERS

OVERHANG

OVERHANG

UNDERGROUND TANK TO BE REMOVED.

(REFER TO ARCHITECTURAL

DEMOLITION PLAN FOR NOTES)

4 4

- Existing Storm

- Existing Sanitary Sewer

- Existing Electrical

- Existing Water

- Existing Communications

SYMBOL LEGEND

WV

- Storm Manhole

- Catch Basins

- Curb Inletl

- Sanitary Manhole

- Cleanout

- Water Valve

- Water Meter

- Fire Hydrant

- Water Shutoff Valve

-Post

- Telephone Manholel

- Electic Manhole

- Light Pole

- Gas Valve

- Gas Shutoff Valve

- Gas Regulator

-Signs

-Deciduous Tree

-Evergreen Tree

GV

SHEET NOTES

- Bollard to be Removed1

- Water Valve to be Removed and Replaced

- Electric Utility Manhole to be Removed and Replaced

- Neat Saw Cut

- Concrete and Pavement to be Removed

5 - Sign to be Removed

6 - Curb and Gutter to be Removed

- Asphalt Pavement to be Removed for Concrete Forming

7 - Brick Pavers to be Removed

8 - Asphalt to be Removed for Electrical Work

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

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

DEMOLITION PLAN

CD-101

24.4'R

26'R

725.550

MH-3-SAN

726.232

SIGNPB

727.103

HEDGES OC*

RIM 725.38

6" INV = 708.18

12" INV = 707.93

RIM 725.38

12" INV = 701.53 & 707.53

18" INV = 701.62

18" INV = 701.18

INV 701.15

RIM 725.99

8" INV = 702.78

21" INV = 702.89

RIM 725.15

21" INV 701.25

18" INV 701.06

18" INV 700.76

RIM 725.81

12" INV 723.03

18" INV 725.46

18" INV 713.63

DOUBLE CB

RIM 725.15

12" INV 719.53

RIM 724.43

8" INV 723.03

RIM 724.37

8" INV 722.70

8" INV 722.54

DIVIDER WALL WITH

12" HOLE

TOP 723.97

8" INV 721.47

12" INV 715.47

48" INV 715.79

RIM 724.37

12" INV 719.28

12" INV 715.31

EX. MH

TOP 726.75

INV UNKWN.

EX. MH

TOP 728.07

10' INV (W) = 724.75

12" INV (E) = 724.56

EX. CB

OP 728.07

) = 725.55

CINCINNATI VA HOSPITAL

STOP SIGN

HANDICAP WARNING

STRIP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

STOP SIGN

DECORATIVE

BOLLARDS (TYP.)

NO PARKING

SIGN

BENCH

BENCH

BRICK PAVERS

OVERHANG

OVERHANG

4 4

BEGIN NEW FLUSH CURB AT

JOINT WHERE EXISTING

TRANSITION FROM RAISED

CURB TO FLUSH CURB ENDS.

BEGIN TRANSITION FROM EXISTING

CURB AND GUTTER TO NEW FLUSH

CURB AT THE NEAREST JOINT TO THE

CURB INLET CATCH BASIN.

AREA OF PROPOSED TANK

REMOVAL AND ELECTRICAL

UTILITY WORK.

(SEE SHEET E101 FOR DETAILS)

VERIFY UTILITIES PRIOR TO

EXCAVATION OF TANK.

6'

1.75'

6'

2'

BEGIN NEW FLUSH

CURB HERE.

1.75'

INV 725.21'

INV 725.3'

28.3'

.5'

26.3'

INV 725.12'

INV 724.97'

INV 724.74'

NEW CANOPY DRAIN

6" STORM LINE

AT 0.5% SLOPE

NEW CANOPY DRAIN

6" STORM LINE

AT 0.5% SLOPE

NEW CANOPY DRAIN

6" STORM LINE

AT 0.5% SLOPE

6'

NEW WATER LINE

REALIGNMENT

3 1

8'

6' 6'

6' 6'

6'

6'

6'6'6'6'6'6' 6'

8'

8'

- Existing Storm

- Existing Sanitary Sewer

- Existing Electrical

- Existing Water

- Existing Communications

SYMBOL LEGEND

WV

- Storm Manhole

- Catch Basins

- Curb Inletl

- Sanitary Manhole

- Cleanout

- Water Valve

- Water Meter

- Fire Hydrant

- Water Shutoff Valve

-Post

- Telephone Manholel

- Electic Manhole

- Light Pole

- Gas Valve

- Gas Shutoff Valve

- Gas Regulator

-Signs

-Deciduous Tree

-Evergreen Tree

GV

SHEET NOTES

- Proposed Shallow Foundation Security Bollard (See Detail 2 / C501)1

- Proposed Reinforced Conrete Planter Barrier (See Detail 3 / C501)

- Proposed Concrete Curb Flush with Pavement (See Detail 1 / C502)

- Proposed Transition from Curb and Gutter to Flush Curb (See Detail 2 / C502)

- Area of New Concrete Sidewalk & Curb

6 - Confirm Existing Utility Depth

- Proposed Security Bollard (See Detail 1 / C501)

- Area of New Asphalt Pavement

7 - Provide Minimum 12" Asphalt patch adjacent to New Curb

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

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

SITE PLAN

CS-101

3rd POST

2nd POST

FRONT POST

PLANTER BOX

FOOTING

3"

4th POST

SIDE PACKER (2)

REAR PACKER

SLIPPER BOX

SLIPPER BOX EXTENSION

FLANGE OF COVER

AGAINST FRONT POST

2 1/4" REF.

IMPACT

DIRECTION

MOUNTING

PLATE

1'-8 7/16"

IMPACT

DIRECTION

1'-4" 5'-1" (COVER)

PLANTER BOX

PLAN VIEW

IMPACT

DIRECTION

1'-4"

1'-4 5/8"

1'-4 1/4" PLANTER TRAY

1'-8 7/16"

ISOMETRIC VIEW

SEE NOTE 6

ON SHEET 2

2'-1 1/8" TYP.

1'-4 3/16" 1'-4 3/16" −GRADE−

3"TYP.

7'-9"

FRONT VIEW

10 1/2"

CONCRETE

3" TYP

3'-5 1/2"

SIDE VIEW

REBAR

2 1/16" 11 5/16"

1'-2 1/2"

4" SID

EW

ALK

3'-1"

2'-11 7/16" (H O

LD

3"

1'-5 1/4" 1'-10"

(C O

VER

2 1/4" R

EF.

1/2"

7'-9"

IMPACT DIRECTION

3'-5 1/2"

4" SID

EW

ALK

10 1/2"

INSTALL DRAWING

38−16 x 1− 1

STAINLESS STEEL

GROUND COVER

SECURITY SCREW

PLANTER−40 SLIPPER BOX EXTENSION

(BY TYMETAL, SEE NOTE 5)

BOLLARD GROUND COVER

CAST IN PLACE

ANCHOR

NOTES:

1. COPY AND DESIGN RIGHT BELONG TO SAFETYFLEX.

2. TESTED TO BSI PAS 68:2010. SIMILAR TO U.S. DOS K-8 AND ASTMF2656-07 M40.

TESTED FOOTING WAS 39 38" WIDE x 90 12" LONG x 7 78" DEEP.

3. BOLLARD IS REMOVABLE IN THIS INSTALLATION.

4. USE 6000 PSI CONCRETE FOR BOLLARD FOOTING.

5. PLACE SLIPPER BOX EXTENSION BEFORE POURING BOLLARD FOOTING.

6. DRAINAGE TO BE FURNISHED & INSTALLED BY INSTALLATION CONTRACTOR.

ISOMETRIC VIEW OF SLIPPER BOX EXT.

PL-40-003-2

Security Bollard, Model R-1009-04

Ø8 5/8 A

CONCRETE IN BOLLARD

38 1/2

4000 PSI CONCRETE FOUNDATION

Ø19 1/4

36" CONCRETE

DEPTH

SECTION A-A MASONRY BLOCKS OR

CHAIRS TO ELEVATE

BOLLARDS OFF SUBGRADE

NOTES: A

EMBEDMENT DETAILS ARE FOR REFERENCE ILLUSTRATION ONLY. MINIMUM FOUNDATION SIZES DEPEND ON LOCAL SOIL CONDITIONS, WEATHER

CONDITIONS, AND ENGINEERING REQUIREMENTS.

BOLLARD IS PROVIDED AS SHOWN, WITH PARTS LISTED BELOW. CONCRETE FOUNDATION AND/OR INSTALLATION NOT PROVIDED BY MANUFACTURER.

THIS DRAWING IS NOT DRAWN TO SCALE. DIMENSIONS PROVIDED HEREIN IS FOR REFERENCE ONLY. PLEASE CONSULT THE MANUFACTURER IF ANY

DIMENSION IS CRITICAL TO YOUR PARTICULAR INSTALLATION.

RELIANCE FOUNDRY RESERVES THE RIGHT TO AMEND DESIGN AND SPECIFICATIONS WITHOUT PRIOR NOTICE FOR PRODUCT IMPROVEMENT.

PARTS LIST

ITEM

QTY

PART NUMBER

R-1009-04 K4

REBAR 68

DESCRIPTION

BOLLARD R-1009-04 K4

REBAR 1" OD, 68" LENGTH

SPECIFICATIONS:

HEIGHT: 72"

BODY DIAMETER: 19 1/2"

WEIGHT: 420 LBS

MATERIAL: STEEL

CRASH RATING: ASTM F2656-07 M30 P1

K4 RATED FIXED SHALLOW MOUNT BOLLARDS

FIXED BOLLARDS

SELECT DESIRED BOLLARD FINISH:

POWDERCOAT RAL # _________

AS SPECIFIED _______________

SIDE SECTION VIEW

8 5/8"

84"

FRONT SECTION VIEW

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

CONCRETE FILLED

BOLLARD

CONCRETE

COMPACTED BACKFILL

DIRECTION OF

IMPACT

F3016 - 8" REMOVABLE SHALLOW MOUNT BOLLARD

INTERNAL LOCKING SECURITY BOLLARDS

SECTION A-A FRONT ELEVATION

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

PLAN VIEW

SPECIFICATIONS:

CRASH RATING: ASTM F3016-S30-P1

MATERIAL: 8" A53 PIPE ASTM A36/992 STEEL BEAM A36 STEEL PLATE ASTM A240 STAINLESS STEEL

PERSPECTIVE

SELECT DESIRED SURFACE FINISH:

STD. ZINC RICH PRIMER _____________

OTHER: RAL # __________________

22"

(4 8"

(Ø8 5/8") A

A

8" ASTM A53 PIPE

ASTM A36 STEEL STIFFENER

ASTM A36/992 STEEL BEAM

ASTM A36 STEEL PLATE

ASTM A36 PLATE

ASTM A240 S.S

EMBEDMENT SLEEVE

ASTM A240 S.S

GRADE FLANGE

C-501

C-501

C-501

NTS

SHALLOW FOUNDATION SECURITY BOLLARD DETAIL

NTS

SECURITY PLANTER DETAIL

NTS

SECURITY BOLLARD DETAIL

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

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

CONSTRUCTION DETAILS

C-501

CONCRETE SIDEWALK TO BE REMOVED

VARIES

EXISTING ASPHALT PAVEMENT

PAVEMENT TO BE REMOVED TO ALLOW ENOUGH ROOM

TO PROPERLY FORM NEW CONCRETE SIDEWALK, CURB,

AND GUTTER.

C-502 NTS

CURB TRANSITION DETAIL 2

C-502 NTS

FLUSH CURB CONSTRUTION ALONG WALK

3 CURB CONSTRUCTION ALONG WALK

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

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

CONSTRUCTION DETAILS

C-502

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

DEMOLITION PLAN

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

FLOOR PLAN

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

REFLECTED CEILING PLAN

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

ROOF PLAN

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

EXTERIOR ELEVATIONS

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

DOOR SCHEDULE & DETAILS

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

REVOLVING DOOR

Jason Reeves - Chief Engineer Josh Schneider - COR

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

FINISH SCHEDULE

Jason Reeves - Chief Engineer Josh Schneider - COR

A. CODES AND SPECIFICATIONS

1. 2021 INTERNATIONAL BUILDING CODE.

2. ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

3. ADDITIONAL TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL.

B. DESIGN LOADS

1. PRELIMINARY CANOPY FOUNDATION LOADS WERE FURNISHED BY STRUCTURES UNLIMITED INC, SUBMIT FINAL CANOPY FOUNDATION DESIGN

LOADS TO THE FOUNDATION ENGINEER FOR REVIEW WITH THE FOUNDATION SHOP DRAWINGS.

C. FOUNDATIONS

1. THE FOUNDATION DESIGN IS BASED UPON THE RECOMMENDATIONS BY TERRACON. DRILLED PIERS ARE TO EXTEND A MINIMUM OF 10'-0" INTO

GLACIAL TILL.

2. FOUNDATION ELEVATIONS SHOWN ARE ESTIMATED AND ARE FOR BIDDING ONLY. ACTUAL ELEVATIONS MAY VARY TO SUIT SUBSURFACE SOIL

CONDITIONS.

3. ALL BEARING SURFACES SHALL BE UNDISTURBED, LEVEL (WITHIN 1 IN 12), AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING

CONCRETE.

4. ALL PILE CAPS ARE TO BE POURED NEAT AGAINST EARTH BANKS (WITHOUT SIDE FORMS) UNLESS APPROVED OTHERWISE BY BOTH THE GEOTECHNICAL AND STRUCTURAL ENGINEERS. WHERE EARTH CUTS WILL NOT STAND, SIDES SHALL BE FORMED AND BACKFILLED WITH

COMPACTED MATERIAL, SUBJECT TO ENGINEERS' APPROVAL.

5. PILE FOUNDATIONS ARE TO BE DESIGNED FOR , 10 TON AXIAL AND 5 TON UPLIFT CAPACITY.

6. SET ANCHOR RODS WITH A TEMPLATE PRIOR TO PLACING CONCRETE.

D. CONCRETE

1. CONCRETE STRENGTHS:

a. DRILLED PIERS AND PILE CAPS: 3000 PSI

b. EXTERIOR CONCRETE EXPOSED TO WEATHER: 5000 PSI AE

2. PROVIDE 3/4" BEVELS AT CORNERS OF ALL EXPOSED PIERS.

3. PLACE NO OPENINGS, SLEEVES, INSERTS, ETC. IN CONCRETE WORK UNLESS CRITERIA INDICATED ON THE STRUCTURAL DRAWINGS IS MET, OR

SPECIFIC SIZE AND LOCATION IS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

4. CONCRETE CONSTRUCTION TOLERANCES ARE AS SHOWN IN THE PROJECT SPECIFICATIONS.

GENERAL STRUCTURAL NOTES:

E. COORDINATION AND CONSTRUCTION

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

CONTRACTOR SHALL THOROUGHLY REVIEW BOTH BEFORE PROCEEDING WITH ANY WORK.

2. SHOP DRAWINGS AND INSTALLATION DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR REVIEW. SUBMITTALS PREPARED BY SUPPLIERS AND SUB CONTRACTORS SHALL BE REVIEWED BY THE TRADE CONTRACTOR AND GENERAL CONTRACTOR OR CONSTRUCTION MANAGER PRIOR TO

SUBMITTING TO ARCHITECT/ENGINEER.

a. FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS WHICH AFFECT FABRICATION AND SHOW ON SHOP DRAWINGS.

b. SUBMIT COMPLETE SHOP DRAWINGS WITH MANUFACTURERS’ DATA, ETC. SHOW ALL CONNECTIONS AND DETAILS NECESSARY TO FULLY

DESCRIBE AND PROPERLY INSTALL THE WORK.

c. STRUCTURAL ENGINEER’S REVIEW SHALL BE FOR GENERAL ARRANGEMENT AND CONFORMANCE WITH THE STRUCTURAL INTENT ONLY.

3. THE SPECIFICATIONS AND STRUCTURAL DRAWINGS TYPICALLY REFER TO THE FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT

PRESCRIBE THE METHOD OF CONSTRUCTION.

4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT

SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS.

5. THE ARCHITECT’S AND ENGINEER’S OBSERVATION AND REVIEW OF CONTRACTORS’ PERFORMANCE DOES NOT INCLUDE REVIEW OF ADEQUACY OF

CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

F. UTILITIES

1. PRIOR TO EXCAVATION AND EARTHWORK, VERIFY LOCATIONS OF UNDERGROUND UTILITIES WITH THE UTILITY COMPANIES, CONSTRUCTION MANAGER, AND THE GOVERNMENT. EXCAVATE OR SURVEY TO ESTABLISH EXACT UTILITY LOCATIONS. UTILITY LOCATIONS IF SHOWN ON THE CONTRACT DRAWINGS ARE ONLY APPROXIMATE AND CANNOT BE USED TO ASSURE THE CONTRACTOR OF ADEQUATE CLEARANCE.

2. ALL UTILITIES SHALL BE ADEQUATELY PROTECTED FROM DAMAGE. WHERE UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY, CONSTRUCTION MANAGER, AND THE GOVERNMENT BEFORE PROCEEDING. ACTIVE UTILITIES ENCOUNTERED SHALL BE PROTECTED, SUPPORTED, OR RELOCATED AS DIRECTED. INACTIVE AND ABANDONED UTILITIES SHALL BE REMOVED, PLUGGED, OR

CAPPED AS DIRECTED.

G. QUALITY CONTROL AND ASSURANCE

1. THE CONTRACTOR SHALL PERFORM QUALITY CONTROL, TESTING AND INSPECTION OF ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING REFERENCED CODES, SPECIFICATIONS AND STANDARDS.

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

THIS PROJECT INCLUDE:

a. SOILS: FOUNDATION BEARINGS.

b. CONCRETE: ALL CONCRETE WORK.

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

INSPECTION.

A.B. ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT

B.L. BUILDING LINE

BLDG BUILDING

BM(S) BEAM(S)

BTWN BETWEEN

C.L. CENTER LINE

C.J. CONSTRUCTION OR CONTROL JOINT

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

D.B. DECK BEARING

DET DETAIL

DWG(S) DRAWING(S)

E.E. EACH END

E.F. EACH FACE

E.S. EACH SIDE

E.W. EACH WAY

E.J. EXPANSION JOINT

ELEV ELEVATION OR ELEVATOR

EMBED EMBEDMENT

ENGR ENGINEER

EQ EQUAL

EXIST EXISTING

F.F. FAR FACE

FNDN FOUNDATION

FL FLOOR

FT FOOT OR FEET

FTG FOOTING

GALV GALVANIZED

H.P. HIGH POINT

HORIZ HORIZONTAL

I.F. INSIDE FACE

IN INCHES

JT JOINT

K KIP (1000 POUNDS)

L ANGLE

L.P. LOW POINT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

ABBREVIATIONS:

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFGR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

N.F. NEAR FACE

NO NUMBER

O.C. ON CENTER

O.F. OUTSIDE FACE

OPNG OPENING

P.C. PRECAST

P.L. PROPERTY LINE

P.T. POST TENSIONING

PED PEDESTAL

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

R.D. ROOF DRAIN

R.J. RUSTICATION JOINT

REINF REINFORCED OR REINFORCEMENT

SECT SECTION

SHT SHEET

SIM SIMILAR

S.O.G. SLAB ON GRADE

SPECS SPECIFICATIONS

SQ SQUARE

STL STEEL

T&B TOP AND BOTTOM

T/CONC TOP OF CONCRETE

T/FTG TOP OF FOOTING

T/STL TOP OF STEEL

T/SLAB TOP OF SLAB

TEMP TEMPERATURE

t THICKNESS

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

W.P. WORK POINT

# NUMBER

f'c SPECIFIED COMPRESSIVE STRENGTH

OF CONCRETE AT 28 DAYS

(C) COMPRESSION

(T) TENSION

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

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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D

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STRUCTURAL GENERAL NOTES

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Revisions Date

SOCKET 10'-0" INTO

GLACIAL TILL.

PIER CAP 42"X42"X36"

DEEP (-10").

15'-2" 12'-6"

'-2

'-6

36" DIA

T/CAP=727'-2"

B/PIER=695'-2"

36" DIA

T/CAP=727'-2"

B/PIER=695'-2"

36" DIA

T/CAP=727'-2"

B/PIER=695'-2"

36" DIA

T/CAP=727'-2"

B/PIER=695'-2"

36" DIA

T/CAP=727'-2"

B/PIER=695'-2"

DRILLED PIER SCHEDULE

PIERS TO EXTEND A MINIMUM OF 10'-0" INTO

GLACIAL TILL UNLESS NOTED OTHERWISE.

CAST BOXOUT AFTER CANOPY

COLUMN IS PLUMB AND GROUTED.

#4 TIE.

1/2" ISOLATION JOINT FULL DEPTH OF SLAB

ALL AROUND BOXOUT.

6 SETS OF DRILLED PIER TIES (3 TIES AT 3" TOP)

IN UPPER SEGMENT.

CONSTRUCTION JOINT

DRILLED PIER REINFORCEMENT PER SCHEDULE.

MINIMUM OF 4 BARS SHALL EXTEND TO BOTTOM OF

SHAFT TO SUPPORT THE CAGE. FABRICATE THESE

BARS 3'-0" LONGER THAN DESIGN LENGTH AND CUT

IN FIELD. REMAINDER OF VERTICAL BARS MAY STOP

AT DESIGN DEPTH. TIES REQUIRED FULL LENGTH OF

PIER. PROVIDE (2) ADDITIONAL TIES TO

ACCOMMODATE UP TO 3'-0" SHAFT EXTENSION.

REFER TO FOUNDATION PLAN FOR ESTIMATED

BOTTOM OF PIER ELEVATION. ELEVATIONS SHOWN

ARE FOR BIDDING PURPOSES ONLY. RAISE OR LOWER

ELEVATIONS IN FIELD AS DIRECTED BY GEOTECHNICAL

ENGINEER.

FORM UPPER SEGMENT OF PIER AS REQUIRED

AND ANY PORTION OF PIER WHICH PROJECTS

ABOVE SUBGRADE. UPPER SEGMENT SQUARE.

NOTE: ALL SHAFTS MUST BE TESTED FOR GAS BEFORE

ENTERING. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION REGARDING, TEMPORARY CASINGS, AND

DOWN-HOLE INSPECTION REQUIREMENTS.

TYPICAL CANOPY COLUMN/DRILLED PIER

STAGGER LAPS AND HOOKS ON OPPOSITE SIDES

OF PIER.

NOTES:

1. CENTER DRILLED PIERS BELOW COLUMNS UNLESS NOTED OTHERWISE.

SIZE VERTICAL BARS TIES

36" DIA (9) #7 #4 AT 18"

CIRCULAR COLUMN BOXOUT,

CAST SEPARATE OF SLAB.

2" MIN. AT CORNER OF BASE PLATE

SLAB ON GRADE

TOP OF DRILLED PIER

BOTTOM OF DRILLED PIER

SHAFT DIAMETER

UN

LE

SS

NO

TE

D

OT

HE

RW

IS

E

CA

P

"X

"X 3'-

0"

LO

W

ER

SE

GM

EN

T

VA

RI

ES

MI

NI

MU

M

LE

NG

TH

NO

TE

D

ON

PL

AN

MI

NI

MU

M

DR

ILL

ED

PI

ER

LE

NG

TH

TO

BE

'-0 "E

XC

EP

TW

HE

RE

LO

NG

ER

TO TIES

3" CLR

OVERLAP

MIN 6"

COLUMN BY CANOPY MANUFACTURE.

PROVIDE ANCHOR BOLTS PER CANOPY

MANUFACTURERS DRAWINGS.

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

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

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FOUNDATION PLAN

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1 LEVEL 1 FOUNDATION PLAN

NORTH

GENERAL NOTES

A. THESE NOTES APPLY EQUALLY TO THE FULL SET OF DOCUMENTS.

B. SITE VISIT(S) SHALL BE AS OUTLINED IN PROJECT SPECIFICATIONS.

C. INCLUDE ALL W ORK NECESSARY TO ACCOMMODATE PHASING. REFER TO

ARCHITECTURAL DRAW INGS AND GENERAL REQUIREMENTS SECTION 01 00 00.

D. THE CONTRACTOR SHALL REFER TO ALL SPECIFICATION SECTIONS AND THE

DRAW INGS FOR DETAILS OF BUILDING CONSTRUCTION TO ENSURE SPACE AND

SATISFACTORY ARRANGEMENT FOR THEIR W ORK. THE VARIOUS DRAW INGS

COMPRISING THE SET ARE INTERDEPENDENT AND MUST BE USED JOINTLY AT

ALL TIMES. THE CONTRACTOR SHALL REFER TO THE GENERAL REQUIREMENTS

OF THE CONTRACT. THE NOTES AND SYMBOLS INDICATED ON THE DRAW INGS

ARE FOR THE GUIDANCE OF ALL TRADES INVOLVED IN THE PROJECT AND MUST

BE FOLLOW ED TO EXECUTE THE W ORK AS INTENDED. IF DISCREPANCIES OCCUR,

CONTACT THE COR THROUGH THE CONTRACTING OFFICER FOR CLARIFICATION

BEFORE PROCEEDING.

E. ALL W ORK MUST BE COORDINATED W ITH THE CONTRACTING OFFICER AND (FOR

ALL OTHERS) TO MAINTAIN OPERATION OF THE EXISTING FACILITY.

F. ALL W ORK SHALL BE PERFORMED IN COMPLETE COMPLIANCE W ITH ALL CURRENT

GOVERNING CODES AND STANDARDS.

G. EXISTING CONDITIONS SHOW N HAVE BEEN BASED UPON AVAILABLE DRAW ING

INFORMATION, AND MAY BE AT VARIANCE W ITH ACTUAL W ORK IN PLACE. THE

CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND FIELD

VERIFY ALL CONDITIONS AFFECTING THE EXECUTION OF THE W ORK. ANY

DISCREPANCIES BETW EEN EXISTING CONDITIONS AND THE W ORK SHOW N ON THE

CONTRACT DOCUMENTS W HICH MAY IMPACT THE PROGRESS OF THE W ORK SHALL

BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IN W RITING

FOR RESOLUTION BEFORE PROCEEDING W ITH THE W ORK.

H. REFER TO ARCHITECTURAL FIRE-RATED PARTITION PLAN(S) FOR LOCATIONS AND

FIRE-RATING OF NEW AND EXISTING W ALL ASSEMBLIES. ALL PENETRATIONS

THROUGH FIRE-RATED ASSEMBLIES SHALL BE PROJECTED AND/OR FIRE-STOPPED

AS REQUIRED TO MAINTAIN FIRE-RATINGS INDICATED. COORDINATE W ITH ALL

TRADES TO ENSURE FIRE-RATED PENETRATION REQUIREMENTS AND DETAILS

ARE MET.

I. ANNULAR SPACE OF ALL PIPE, CONDUIT, DUCT AND OTHER SIMILAR PENETRATIONS

OF FIRE RATED ASSEMBLIES SHALL BE FIRESTOPPED. IN ADDITION, PENETRATIONS

THROUGH 0-HOUR RATED W ALLS AND FLOORS SHALL BE FIRESTOPPED TO RETARD

PASSAGE OF FIRE AND SMOKE.

J. ALL CONDUITS IN FINISHED ROOMS, CORRIDORS, ETC. SHALL BE CONCEALED IN A

W ALL OR ABOVE CEILING.

K. ACCESS PANELS IN NON ACCESSIBLE CEILINGS SHALL BE PROVIDED FOR ALL

ELECTRICAL ITEMS REQUIRING ACCESS.

L. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF

LIGHTS, SPEAKERS, NURSE CALL DEVICES, ETC.

M. ALL CUTTING AND PATCHING REQUIRED FOR THIS PROJECT SHALL BE INCLUDED IN

THE CONTRACT. REFIN ISH ANY SURFACE DISTURBED UNDER THIS W ORK TO MATCH

EXISTING.

N. ANY REMOVED EQUIPMENT SHALL BE TURNED OVER TO THE VA. ITEMS NOT DESIRED

BY THE VA SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF PROPERLY

BY THE CONTRACTOR.

O. THE CONTRACT DRAW INGS ARE NOT INTENDED TO SHOW EVERY VERTICAL OR HORIZONTAL

OFFSET W HICH MAY BE NECESSARY TO COMPLETE THE SYSTEMS. COORDINATE W ORK IN

ADVANCE W ITH ALL OTHER TRADES AND REPORT IMMEDIATELY AND DIFFICULTIES

W HICH CAN BE ANTICIPATED.

P. ALL ABANDONED EXTRANEOUS CONDUITS, W IRING, DEVICES, ETC. SHALL BE REMOVED.

Q. REFER TO MECHANICAL DRAW INGS FOR ADDITIONAL INFORMATION CONCERNING

MECHANICAL EQUIPMENT THAT REQUIRES ELECTRICAL CONNECTIONS.

R. REFER TO ARCHITECTURAL PHASING PLANS FOR SEQUENCE OF CONSTRUCTION. EXISTING

POW ER MYST REMAIN ELECTRICALLY CONTINUOUS TO AREAS ADJACENT TO PROJECT TO

REMAIN OPERATIONAL. COORDINATE ALL DEMOLITION AND NEW W ORK W ITH OTHER TRADES

AND COR.

ELECTRICAL SYMBOLS

EXISTING OUTLET OR DEVICE TO REMAIN . MAINTAIN EXISTING C IRCUITING.

DASH SYMBOL INDICATES PARTICULAR OUTLET OR DEVICE TO BE REMOVED AND CIRCUITRY MADE CONTINUOUS W HERE

REQUIRED.

ELECTRICAL CONNECTION.

20A-125V SINGLE RECEPTACLE, NEMA 5-20R (18" MH UNLESS NOTED OTHERW ISE).

SPECIAL PURPOSE RECEPTACLE. REFER TO NOTE ON PLAN.

20A-125V DOUBLE DUPLEX RECEPTACLE. NEMA 5-20R, (18" MH UNLESS NOTED OTHERW ISE) TW O GANG ASSEMBLY.

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R W ITH BOTTOM OUTLET CONTROLLED BY W ALL SW ITCH. (18" MH UNLESS

NOTED OTHERW ISE).

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R, W ITH GROUND FAULT CIRCUIT INTERRUPTER (18" MH UNLESS NOTED

OTHERW ISE).

20A-125V W EATHERPROOF DUPLEX RECEPTACLE, NEMA 5-20R (HORIZONTAL 18" MH UNLESS NOTED OTHERW ISE) W ITH

EXTRA DUTY GRAY COVER, VERTICAL MOUNT.

20A-125V W EATHERPROOF DUPLEX RECEPTACLE, NEMA 5-20R W ITH GROUND FAULT CIRCUIT INTERRUPTER (18" MH

UNLESS NOTED OTHERW ISE), W ITH EXTRA DUTY GRAY COVER, VERTICAL MOUNT.

20A-125V POW ERLOCK GROUNDING TYPE RECEPTACLE, HOSPITAL USE (66" MH UNLESS NOTED OTHERW ISE).

20A-125V DUPLEX PEDESTAL TYPE FLOOR RECEPTACLE, NEMA 5-20R, IN FLOOR BOX W ITH COVERPLATE AND HOUSING.

PROVIDE CARPET FLANGE W HERE REQUIRED.

20A-125/250V-1PH-4W SINGLE RECEPTACLE, NEMA 14-20R (18" MH UNLESS NOTED OTHERW ISE).

30A-125/250V-1PH-4W SINGLE RECEPTACLE, NEMA 14-30R (18" MH UNLESS NOTED OTHERW ISE).

50A-125/250V-1PH-4W SINGLE RECEPTACLE, NEMA 14-50R (18" MH UNLESS NOTED OTHERW ISE).

20A-250V-3PH-4W SINGLE RECEPTACLE, NEMA 15-20R (18" MH UNLESS NOTED OTHERW ISE).

30A-250V-3PH-4W SINGLE RECEPTACLE, NEMA 15-30R (18" MH UNLESS NOTED OTHERW ISE).

50A-250V-3PH-4W SINGLE RECEPTACLE, NEMA 15-50R (18" MH UNLESS NOTED OTHERW ISE).

JUNCTION BOX. SQUARE DEVICE INDICATES A CONNECTION TO CRITICAL POW ER.

MULTI-OUTLET RECEPTACLES ASSEMBLY, NEMA 5-15R (SINGLE OUTLETS ON 18" CENTERS) (46" MH UNLESS NOTED

OTHERW ISE).

SINGLE POLE SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

TW O POLE W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

MULTI-W AY W ALL SW ITCH, # INDICATES NUMBER OF W AYS (46" MH UNLESS NOTED OTHERW ISE).

SW ITCH W ITH NEON PILOT LIGHT. ONE-GANG ASSEMBLY (46" MH UNLESS NOTED OTHERW ISE).

KEY OPERATED W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

OCCUPANCY W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

SW ITCH W ITH RECEPTACLE (46" MH UNLESS NOTED OTHERW ISE) STANDARD TW O-GANG ASSEMBLY OF SW ITCH AND

RECEPTACLE.

FLUSH FRACTIONAL HORSEPOW ER MOTOR STARTER W ITH NEON PILOT LIGHT. ONE-GANG ASSEMBLY (46" MH UNLESS

NOTED OTHERW ISE).

HP RATED W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).

DISCONNECT SW ITCH.

MOTOR STARTER.

COMBINATION MOTOR STARTER AND DISCONNECT SW ITCH.

ELECTRIC MOTOR.

ELECTRICAL PANEL OR SW ITCHBOARD PER DRAW INGS.

PULL BOX.

CEILING MOUNTED OCCUPANCY SENSOR.

W ALL MOUNTED OCCUPANCY SENSOR.

CEILING MOUNTED DAYLIGHT SENSOR.

GF

W P

W P/GF

T

20A

30A

50A

20A

50A

30A

J

P

K

OS

R

H

OS

M

OS

M

DS

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R (46" MH UNLESS NOTED OTHERW ISE).

M

P/B

LOW -VOLTAGE MOMENTARY W ALL SW ITCH (46" MH UNLESS NOTED OTHERW ISE).L

ABBREVIATIONS

AAP - AREA ALARM PANEL - MEDICAL GAS

ACC - ACCESS

ADJ - ADJUSTABLE

AF - ARC FAULT CIRCUIT INTERRUPTER

AFCI - ARC FAULT CIRCUIT INTERRUPTER

AFF - ABOVE FINISHED FLOOR TO BOTTOM OF ITEM

AFG - ABOVE FINISHED GRADE TO BOTTOM OF ITEM

ALT - ALTERNATE

AP - ACCESS PANEL

APPROX - APPROXIMATE

ARCH - ARCHITECT OR ARCHITECTURAL

ASSY - ASSEMBLY

ATS - AUTOMATIC TRANSFER SW ITCH

BLDG - BUILD ING

BOE - BOTTOM OF EQUIPMENT

BOT - BOTTOM

BTW N - BETW EEN

CC - CRASH CART

CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CKT - C IRCUIT

CLG - CEILING

CMU - CONCRETE MASONRY UNIT

CONN - CONNECT OR CONNECTION

CONTR - CONTRACTOR

COR - CONTRACTING OFFICERS REPRESENTATIVE.

CORR - CORRIDOR

CTR - CENTER

D - DEPTH

DET - DETAIL

DIA - D IAMETER

DIM - D IMENSION

DIV - D IVISION

DN - DOW N

DW G - DRAW ING

EA - EACH

EC - ELECTRICAL (D IVISION 26)

EJ - EXPANSION JOINT

ELEC - ELECTRICAL

ELEV - ELEVATION OR ELEVATOR

EM - EMERGENCY

EOB - EMERGENCY OFF BUTTON

EQ - EQUAL

EQS - EQUIPMENT SUPPLIER

EQUIP - EQUIPMENT

ETR - EXISTING TO REMAIN

EX - EXISTING

EXP - EXPANSION

EXT - EXTERIOR

FCE - FIRE CONTROL EQUIPMENT

FF - FINISHED FLOOR ELEVATION

FLR - FLOOR

FSC - FIRE SUPPRESSION (D IVISION 21)

FT - FEET

FTG - FOOTING

GC - GENERAL CONTRACTOR

GF - GROUND FAULT CIRCUIT INTERRUPTER

GFCI - GROUND FAULT CIRCUIT INTERRUPTER OR

GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFFT - GROUND FAULT FEED THRU

HC - HVAC (DIVISION 23)

HP - HORSE POW ER OR HIGH POINT

HVAC - HEATING, VENTILATING, AND AIR CONDITIONING

ID - INSIDE DIAMETER

IN - INCHES

KEC - KITCHEN EQUIPMENT

L - LENGTH

LBS - POUNDS

MAP - MASTER ALARM PANEL (MEDICAL GAS)

MAX - MAXIMUM

MEZZ - MEZZANINE

MFD - MULTIFUNCTION DEVICE

MFR - MANUFACTURER

MH - MANHOLE OR MOUNTING HEIGHT TO CENTER LINE OF ITEM

MIN - MIN IMUM OR MINUTE

MISC - MISCELLANEOUS

MTD - MOUNTED

MTG - MOUNTING

MW - MICROW AVE (COORDINATE MOUNTING W ITH ARCHITECT)

NIC - NOT IN CONTRACT

NOM - NOMINAL

NTS - NOT TO SCALE

OD - OUTSIDE DIAMETER

OF - OW NER FURNISHED

OFCI - OW NER FURNISHED CONTRACTOR INSTALLED

OFOI - OW NER FURNISHED OW NER INSTALLED

PC - PLUMBING (DIVISION 22)

PLBG - PLUMBING

RAD - RADIUS

REC - RECESSED

REQD - REQUIRED

RF - REFRIGERATOR

RI - ROUGH-IN

S - SURFACE MOUNTED

SC - SECURITY (DIV 28)

SCH - SCHEDULE

SHT - SHEET

SMS - SECURITY MANAGEMENT SYSTEM

SPEC - SPECIFICATIONS

SQ - SQUARE

SS - STAINLESS STEEL

STD - STANDARD

STRUC - STRUCTURAL OR STRUCTURE

SUC - SITE UTILITY CONTRACTOR

TC - TECHNOLOGY (DIV 27)

TEMP - TEMPERATURE

TOE - TOP OF EQUIPMENT

TV - TELEVISION (COORDINATE MOUNTING W ITH ARCHITECT)

TYP - TYPICAL

UC/RF - UNDERCABINTE REFRIGERATOR

UNO - UNLESS NOTED OTHERW ISE

VFD - VARIABLE FREQUENCY DRIVE

VOL - VOLUME

W / - W ITH

W /O - W ITHOUT

W P - W EATHERPROOF

ZVC - ZONE VALVE CABINET

LUMINAIRE SYMBOLS

LIGHTING FIXTURE. CAPITAL LETTER DENOTES FIXTURE TYPE, LOW ER CASE LETTER DENOTES

SW ITCHING ARRANGEMENT.

LIGHTING FIXTURE ON NIGHT LIGHT OR EMERGENCY/LIFE SAFETY CIRCUIT.

EXIT LIGHTING FIXTURE, ARROW S AS INDICATED.

A a

W IREMOLD RACEW AY, AS NOTED ON PLANS.

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R W ITH 2 INTEGRAL USB CHARGERS (18" MH UNLESS NOTED OTHERW ISE).

NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT

TO MODIFICATIONS ON OTHER DRAWINGS.

ALL SYMBOLS OR ABBREVIATIONS MIGHT NOT

NECESSARILY BE USED ON THIS PROJECT.LIGHTING FIXTURE ON CRITICAL CIRCUIT.

SQUARE DEVICE INDICATES A CONNECTION TO CRITICAL POW ER. SPECIFICATION IS SAME AS RESPECTIVE ROUND DEVICE.

J

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R, IN FLUSH FLOOR BOX W ITH ROUND COVERPLATE. PROVIDE CARPET

FLANGE W HERE REQUIRED.

E2

B E2

DETAIL: B = DETAIL DESIGNATION

E2 = SHEET W HERE DETAIL IS LOCATED

SECTION: 1 = SECTION DESIGNATION

E2 = SHEET W HERE SECTION IS LOCATED

PLAN NOTE. APPLIES ONLY TO THE SHEET W HICH IT IS SHOW N.

DETAIL NOTE. APPLIES ONLY TO THE ASSOCIATED DETAIL.

GENERAL FLOOR PLAN NOTES

W IRE & CONDUIT IN W ALL OR ABOVE CEILING.

W IRE & CONDUIT IN OR BELOW SLAB OR GRADE.

EACH ARROW HEAD REPRESENTS ONE COMPLETE CIRCUIT; "X" DENOTES PANEL NAME; NUMBER(S) DENOTES

CIRCUIT(S).

EXISTING W IRE & CONDUIT TO REMAIN.EX

CONDUIT TO BE REMOVED.

X - 1,2

4"

4"

4"

20A-125V DUPLEX RECEPTACLE, NEMA 5-20R (18" MH UNLESS NOTED OTHERW ISE). W HEN SHOW N, RECEPTACLE TO HAVE

"CONTROLLED" MARKINGS.

LIGHTING DIM M ER SW ITCH (46" M H UNLESS NOTED OTHERW ISE) 1000 W ATTS UNLESS OTHERW ISE IN DICATED.DM

FLOOR BOX PER DIV 26. # INDICATES TYPE, REFER TO FLOOR BOX (FB) SCHEDULE. SUBSCRIPT "X" INDICATES TECHNOLOGY

DEVICE(S), REFER TO TECHNOLOGY DETAILS.#

X

POKE-THRU PER DIV 26. # INDICATES TYPE, REFER TO POKE-THRU (PT) SCHEDULE. SUBSCRIPT "X" INDICATES TECHNOLOGY

DEVICE(S), REFER TO TECHNOLOGY DETAILS.

X

20A-125V SURFACE MOUNTED DUPLEX RECEPTACLE, NEMA 5-20R (18" MH UNLESS NOTED OTHERW ISE). W HEN SHOW N, RECEPTACLE TO HAVE "CONTROLLED" MARKINGS.

AM

C/I

FIRE ALARM SYMBOLS

ADD RESSABLE M ODU LE. SUBSCR IPT "I" INDICATES INPU T. SU BSCRIPT "C" IND ICATES CONTROL.

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

VA Project No.

JPA Project No.

NOT FOR CONSTRUCTION

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INDEX OF DRAWINGS - ELECTRICAL

SHEET NUMBER SHEET NAME

E001 ABBREVIATIONS, SYMBOLS, GENERAL NOTES & INDEX OF DRAWINGS

E100 PARTIAL FIRST FLOOR PLAN - REMOVALS

E101 PARTIAL FIRST FLOOR PLAN - NEW WORK

E600 SCHEDULES

CCCC

SS

CC

SC

HA

W P/

G F

W P/

G F

J

J

C R

AREA OF WORK

Revolving Door D*1*1

Stair S*1*6

5 TYP.

E101

GENERAL NOTES - DEMOLITION

A. FOR EXISTING EQUIPMENT, SUCH AS LIGHTING FIXTURES, W IRING DEVICES,

CONDUITS, ETC., SHOW N ON PLANS TO BE REMOVED, COMPLETELY CUT/CAP

CONDUITS AT THE AREA OF W ORK PERIMETER AND REMOVE CONDUIT W ITHIN

THE W ORK AREA, DISCONNECT W IRING AT THE OVERCURRENT PROTECTIVE

DEVICE AND REMOVE W IRING COMPLETELY FROM THE ABANDONED CONDUITS.

B. DISCONNECT ALL ABANDONED W IRING OF ALL TYPES AT THE OVERCURRENT

PROTECTIVE DEVICE. COMPLETELY REMOVE ALL ABANDONED W IRING.

C. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND CONDUCTORS

PASSING THROUGH RENOVATED AREAS AND SERVICING UNDISTURBED AREAS.

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

VA Project No.

JPA Project No.

NOT FOR CONSTRUCTION

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N Scale: 1/8" = 1'-0"1 PARTIAL FIRST FLOOR PLAN - REMOVALS

KEYPLAN

PLAN NOTES:

1. REMOVE ELECTRICAL POW ER FOR REVOLVING DOOR BACK TO PANELBOARD.

REMOVE ALL ASSOCIATED CONDUIT AND W IRING. MARK BREAKER AS SPARE.

2. REMOVE LIGHT FIXTURE W ALL MOUNTED HIGH ON EXTERIOR W ALL. REMOVE

ELECTRICAL W IRING BACK TO LAST ACTIVE DEVICE OR PANELBOARD.

3. DOOR TO BE REMOVED. DISCONNECT POW ER TO AUTO OPERATOR AND RELOCATE

POW ER AS NECESSARY TO NEW AUTO DOOR OPERATOR.

4. EXISTING HANDICAP DOOR OPERATOR TO BE REMOVED.

5. EXISTING CARD READER TO BE REMOVED.

6. LIGHT FIXTURES TO BE REMOVED. UTILIZE EXISTING CUT OUTS FOR NEW LIGHT

FIXTURES.

CCCC

SS

CC

SC

W P/GF

W P/GF

W P/GF

W P/GF

PC

J J

J

AM

I

W P/

G F

W P/

G F

J

J

HA

C R

J

AREA OF WORK

1F1C1FDPF

1A1L

1EC3

1F2 C1A C1F1

1CEC4

1A1P

Revolving Door D*1*1

Stair S*1*6

W 1

W 1 W 1

TYP.

1A1P - 2

1A1P - 4

ELEC

C109

C1A - 16

4 5

C1F - 32,34

1A1L - 1,3,5

1A1P - 40,42

E101

Sim

F1

F1

F1

F2 F2 F2 F2

1A1P - 6

W 1

96" 96"

96"

96"

E101 W 196"

W 1 96"

W 1

96" W 1

96"

GENERAL NOTES

A. ALL FINAL LOCATIONS AND ARRANGEMENTS OF LIGHTING FIXTURES SHALL BE

OBTAINED FROM THE ARCHITECTURAL PLAN.

1 COVER SHOW N IN OPEN POSITION.

2 ONE-GANG CAST ALUMINUM BOX, RAC O 5343 OR

APPROVED EQUAL, W ITH RACO MX3200 EXTRA-DU TY

W EATHERPROOF COVER FOR GFCI RECEPTACLE

UNLESS IN DICATED OTHER W ISE.

3 CEN TER W ITH BOX.

4 3/4" RIGID CONDU IT SUPPORT.

5 RIGID GALVANIZED STEEL CONDUIT.

6 PVC C ONDUIT, SCHEDULE 40.

7 FINISHED GRADE.

DETAIL NOTES

A VERIFY EXACT LOCATION AND ORIENTATION OF

DEVICE W ITH ARCHITECT PRIOR TO ROUGH-IN.

GENERAL DETAIL NOTES

8" DIA

30"

3"

1"

First Floor 728' - 0"

Second Floor 739' - 11"

B01-FIRST FLOOR

728' - 0"

B01-SECOND

FLOOR

739' - 11"

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

VA Project No.

JPA Project No.

NOT FOR CONSTRUCTION

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N Scale: 1/8" = 1'-0"1 PARTIAL FIRST FLOOR PLAN - NEW WORK

PLAN NOTES

1. PROVIDE 1" CONDUIT TO ISLAND UNDER ROAD FOR 120V POW ER. CONCRETE ENCASE

CONDUITS UNDER ROADW AY.

A. ALL EXPOSED CONDUITS ON THE EXTERIOR OF THE BUILDING SHALL BE RIGID METAL

CONDUIT W ITH W ATER TIGHT FITTINGS.

B. ALL UNDERGROUND CONDUIT TO BE PVC SCHEDULE 40.

C. CONDUIT IS ALLOW ED TO TRANSITION TO TYPICAL EMT AFTER PENETRATION INTO

BUILDING.

2. PROVIDE 277V POW ER TO COLUMN MOUNTED LIGHT FIXTURES. PROVIDE CONDUIT AND

POW ER UP HOLLOW COLUMN TO LIGHT FIXTURES.

A. UTILIZE CONDUIT PATH INTO BUILDING AS SHOW N IN DETAIL 3. PROVIDE 1" CONDUIT INTO

BUILDING. UTILIZE SAME CONDUIT REQUIREMENTS AS NOTED IN NOTE #1 (A)(B) AND (C).

3. PROVIDE PHOTOCELL CONTROLS FOR CANOPY LIGHT FIXTURES. MOUNT PHOTOCELL HIGH

ABOVE CANOPY AND AIM SENSOR TOW ARDS NORTH CONCEALED FROM VIEW FROM

GROUND.

4. PROVIDE NEW 208V/1P 20A CIRCUIT TO REVOLVING DOOR.

5. PROVIDE 480V/3P 30A CIRCUIT TO AIR CURTAIN INTEGRAL ELECTRIC HEAT UNIT. PROVIDE

30A/3P DISCONNECT NON-FUSED NEMA 1.

6. PROVIDE 208V/1P 20A CIRCUIT TO AIR CURTAIN MOTOR AND CONTROLS. PROVIDE 30A/2P

DISCONNECT NON-FUSED NEMA 1.

7. PROVIDE FIRE ALARM INTERFACE. REVOLVING DOOR REQUIRES NORMALLY CLOSED DRY

CONTACTS FOR RELEASE OF ALL LOCKING MECHANISMS.

8. RELOCATE EXISTING POW ER TO NEW AUTO DOOR OPERATOR.

9. NEW LOCATION OF HAND OPERATOR FOR NEW REVOLVING DOOR.

10. NEW LOCATION FOR NEW CARD READER TO OPERATE SIDE DOOR.

11. UTILIZE EXISTING CIRCUITRY AND CONTROLS FOR NEW LIGHT FIXTURE. INSTALL NEW LIGHT

FIXTURE IN EXACT LOCATION AND CUTOUT AS EXISTING FIXTURE(S).

A. CONTRACTOR TO MEASURE EXISTING LIGHT FIXTURE AND CUT OUT PRIOR TO ORDERING

NEW FIXTURES.

12. PROVIDE 120V C IRCUIT TO ILLUMINATED SIGN ON CANOPY. PROVIDE TIMECLOCK

CONTROLLER, INSTALL TIME CLOCK CONTROLLER INSIDE ELECTRICAL ROOM.

A. CONDUIT TO BE RAN UP HOLLOW FRAME OF CANOPY AND TO SIGNAGE.

13. PROVIDE A MAX EXPOSED CONDUIT OF 12". CONTRACTOR SHALL LIMIT AS MUCH EXPOSED

CONDUIT AS POSSIBLE.

14. CONDUIT TO RUN UNDER STOREFRONT AND UP ABOVE CEILING ON THE INTERIOR PORTION

OF THE BUILDING. CONDUIT TO BE COVERED BY BREAK METAL TO MATCH STOREFRONT. NO

CONDUIT SHOULD BE VISIBLE ON THE INTERIOR OF THE BUILD ING.

SCALE: NONE

KEYPLAN

EXTERIOR PEDESTAL MOUNTED WP/GF TYPE RECEPTACLE4

CANOPY LIGHTING CALCULATION5

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

CONDUIT PATH6

Type W 1

SURFACE MOUNT LED CANOPY FIXTURE

MOUNTING - W ET LOCATION OUTLET BOX

HOUSING: ONE PIECE EXTRUDED ALUMINUM HOUSING W ITH

SILICONE GASKETING. TAMPER RESISTANT FASTENERS.

ALL COMPONENTS TO BE NON-CORROSIVE.

FINISH: SEMIGLOSS SILVER POLYESTER POW DER COATING.

OPTICS: TW O-PIECE EXTRUDED ALUMINUM HEAT SINK HOUSING

AND LIGHT ENGINE. ASYMMETRIC OPTICAL LIGHT BAR,

W ATER CLEAR ACRYLIC.

LAMPS: SOLID STATE LED. 60,000 HOUR RATED AT L90, 80 CRI.

4000K

CERTIFICATION: UL1598, UL2108, CSA LABEL. W ET LOCATION LABELED.

DIMMING: 0-10VDC 1% DIMMING.

VOLTAGE: UNIVERSAL 120-277V.

VARIATIONS: “W 1” 9" LENGTH 3068 LM, 32 W , NOMINAL

W1

Type F1

RECESSED LED 6” DIAMETER OPEN SQUARE DOW NLIGHT FIXTURE

HOUSING: GLAVANIZED STEEL MOUNTING. GALVANIZED STEEL

JUNCTION BOX W ITH BOTTOM HINGED ACCESS

COVERS AND SPRING LATCHES.

REFLECTOR: SEMI-SPECULAR DIFFUSE FINISH.

LAMPS: LED LIGHT SOURCE, 50,000 HOUR RATED AT L70, 80 CRI.

4000K

CERTIFICATION: CSA LABEL. ENERGY STAR QUALIFIED.

W ET LOCATION LISTED AND IP55 RATED. NON-IC RATING

DIMMING: 0-10VDC 1% DIMMING.

VOLTAGE: UNIVERSAL 120-277V.

VARIATIONS: “F1” 6” 55DEG 2000 LM, 23 W , NOMINAL

F1

Type F2

RECESSED LED 10” DIAMETER DOW NLIGHT FIXTURE

HOUSING:

REFLECTOR: SEMI-SPECULAR DIFFUSED FINISH. SELF FLANGED

ANODIZED REFLECTOR.

LAMPS: LED LIGHT SOURCE, 60,000 HOUR RATED AT L70, 80 CRI.

4000K

CERTIFICATION: W ET LOCATION LISTED. IP55 RATED.

DIMMING: 0-10VDC 1% DIMMING.

VOLTAGE: UNIVERSAL 120-277V.

VARIATIONS: “F2” 10” 2000 LM, 23 W , NOMINAL

F2

"1A1L"

EX. DISTRIBUTION PANEL "SW BD "DS-1A"

TO EXIST DIST.

PNL. "US-1X"

480/277 - 800A - 3PH - 4W - 35kAIC

100A/3P

EXISTING FEEDERS TO

EXISTING PANELS

"1A1P"

EX. DISTRIBUTION PANEL "SWBD "DS-1B"

TO EXIST DIST.

PNL. "US-1D"

208/120V - 800A - 3PH - 4W - 35kAIC

150A/3P

EXISTING FEEDERS TO

EXISTING PANELS

"C1A"

EX. DISTRIBUTION PANEL "SWBD "ESB-20"

TO ATS-10

400A

CRITICAL BRANCH

480/277 - 400A - 3PH - 4W - 35kAIC

60A/3P

EXISTING FEEDERS TO

EXISTING PANELS

"C1F"

EX. DISTRIBUTION PANEL "SWBD "ESB-40"

TO ATS-11

600A

EQUIPMENT BRANCH

480/277 - 600A - 3PH - 4W - 35kAIC

150A/3P

EXISTING FEEDERS TO

EXISTING PANELS

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

VA Project No.

JPA Project No.

NOT FOR CONSTRUCTION

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13.77 kVA 13.96 kVA (17 A)

TOTAL CONNECTED ESTIMATED DEMAND

Notes: EXISTING CRITICAL POWER PANELBOARD.

1. PROVIDE NEW 20A/1P BREAKER.

Total Est. Demand: 17 A Total Conn.: 17 A

Total Est. Demand: 13960 VA Spare 13000 VA 100.00% 13000 VA Total Conn. Load: 13768 VA

Lighting 768 VA 125.00% 960 VA Load Classification Connected... Demand Factor Estimated... Panel Totals

Total Load: 6.00 kVA 4.26 kVA 3.51 kVA 41 Space -- -- 0 VA 0 VA -- -- Space 42

39 Space -- -- 0 VA 0 VA -- -- Space 40 37 Space -- -- 0 VA 0 VA -- -- Space 38 35 Space -- -- 0 VA 0 VA -- -- Space 36 33 Space -- -- 0 VA 0 VA -- -- Space 34

31 Space -- -- 0 VA 0 VA -- -- Space 32 29 Space -- -- 0 VA 0 VA -- -- Space 30 27 Space -- -- 0 VA 0 VA -- -- Space 28 25 Space -- -- 0 VA 0 VA -- -- Space 26

23 Space -- -- 0 VA 0 VA -- -- Space 24 21 Space -- -- 0 VA 0 VA -- -- Space 22 19 Space -- -- 0 VA 0 VA -- -- Space 20 17 Space -- -- 0 VA 0 VA -- -- Space 18

15 Space -- -- 0 VA 256 VA 1 20 A Lighting (NOTE 1) 16

13 EXIST 20 A 1 1000... 1000... 1 20 A EXIST 14

11 EXIST 20 A 1 1000... 1000... 1 20 A EXIST 12

9 EXIST 20 A 1 1000... 1000... 1 20 A EXIST 10

7 EXIST 20 A 1 1000... 1000... 1 20 A EXIST 8

5 EXIST 20 A 1 1000... 512 VA 1 20 A EXIST 6

3 EXIST 20 A 1 1000... 1000... 1 20 A EXIST 4

1 EXIST 20 A 1 1000... 1000... 1 20 A EXIST 2

CKT Circuit Description Trip Poles A B C

Poles Trip Circuit Description CKT

Voltage: 480/277 Wye-3PH-4W Mains Rating: 60 A Supply From: Enclosure: Type 1 Mains Type: MLO

Location: ELEC C109 Mounting: Surface A.I.C. Rating:

Panel: C1A

16.68 kVA 16.68 kVA (46 A)

TOTAL CONNECTED ESTIMATED DEMAND

Notes: EXISTING NORMAL POWER PANELBOARD

1. UTILIZE EXISTING SPARE 20A/1P BREAKER FOR NEW CIRCUIT.

2. PROVIDE NEW 20A/2P BREAKER. REMOVE EXISTING SPARE 20A/1P BREAKER.

Total Est. Demand: 46 A Total Conn.: 46 A

Total Est. Demand: 16680 VA Spare 12960 VA 100.00% 12960 VA Total Conn. Load: 16680 VA

Receptacle 3720 VA 100.00% 3720 VA Load Classification Connected... Demand Factor Estimated... Panel Totals

Total Load: 5.40 kVA 5.43 kVA 5.85 kVA 41 Space -- -- 0 VA 750 VA -- -- -- 42

39 Space -- -- 0 VA 750 VA 2 20 A AIR CURTAIN 40

37 EXISTING 20 A 1 720 VA 720 VA 1 20 A EXISTING 38

35 EXISTING 20 A 1 720 VA 720 VA 1 20 A EXISTING 36

33 EXISTING 20 A 1 720 VA 720 VA 1 20 A EXISTING 34

31 EXISTING 20 A 1 720 VA 720 VA 1 20 A EXISTING 32

29 EXISTING 20 A 1 720 VA 720 VA 1 20 A EXISTING 30

27 EXISTING 20 A 1 720 VA 720 VA 1 20 A EXISTING 28

25 Spare 20 A 1 0 VA 720 VA 1 20 A EXISTING 26

23 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 24 21 Spare 20 A 1 0 VA 720 VA 1 20 A EXISTING 22 19 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 20 17 Spare 20 A 1 0 VA 720 VA 1 20 A EXISTING 18

15 Spare 20 A 1 0 VA 720 VA 1 20 A EXISTING 16 13 Spare 20 A 1 0 VA 720 VA 1 20 A EXISTING 14 11 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 12 9 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 10

7 EXISTING 20 A 1 720 VA 0 VA 1 20 A Spare 8

5 -- -- -- 0 VA 1500... 1 20 A CANOPY SIGN (NOTE 1) 6

3 -- -- -- 0 VA 360 VA 1 20 A Receptacle (NOTE 1) 4 1 Spare 40 A 3 0 VA 360 VA 1 20 A Receptacle (NOTE 1) 2

CKT Circuit Description Trip Poles A B C

Poles Trip Circuit Description CKT

Voltage: 120/208 Wye-3PH-4W Mains Rating: 150 A Supply From: Enclosure: Type 1 Mains Type: MLO

Location: ELEC C109 Mounting: Surface A.I.C. Rating:

Panel: 1A1P

DIST. PANEL "DS-1B"DIST. SW BD "ESW B-20"

21.5 kVA 21 kVA (25 A)

TOTAL CONNECTED ESTIMATED DEMAND

Notes: EXISTING NORMAL POWER PANELBOARD

1. PROVIDE NEW 30A/3P BREAKER.

Total Est. Demand: 25 A Total Conn.: 26 A

Total Est. Demand: 21000 VA

Spare 10500 VA 100.00% 10500 VA Total Conn. Load: 21500 VA Receptacle 11000 VA 95.45% 10500 VA Load Classification Connected... Demand Factor Estimated... Panel Totals

Total Load: 8.17 kVA 6.67 kVA 6.67 kVA

23 Space -- -- 0 VA 1500... 1 20 A EXIST 24 21 Space -- -- 0 VA 1500... 1 20 A EXIST 22 19 Space -- -- 0 VA 1500... 1 20 A EXIST 20 17 Space -- -- 0 VA 0 VA -- -- Space 18

15 Space -- -- 0 VA 0 VA -- -- Space 16 13 Space -- -- 0 VA 1500... 1 20 A EXIST 14 11 Space -- -- 0 VA 1500... 1 20 A EXIST 12 9 Space -- -- 0 VA 1500... 1 20 A EXIST 10

7 Space -- -- 0 VA 1500... 1 20 A EXIST 8 5 -- -- -- 3667... 0 VA 1 20 A Spare 6 3 -- -- -- 3667... 0 VA 1 20 A Spare 4 1 AIR CURTAIN HEAT 30 A 3 3667... 0 VA 1 20 A Spare 2

CKT Circuit Description Trip Poles A B C

Poles Trip Circuit Description CKT

Voltage: 480/277 Wye-3PH-4W Mains Rating: 100 A Supply From: Enclosure: Type 1 Mains Type: MLO

Location: ELEC C109 Mounting: Surface A.I.C. Rating:

Panel: 1A1L

DIST. PANEL "DS-1A"

NOTE 1

NOTE 1

NOTE 2

EXISTING

EXISTING

EXISTING

2 kVA 2 kVA (6 A)

TOTAL CONNECTED ESTIMATED DEMAND

Notes: EXISTING EQUIPMENT POWER PANELBOARD

1. PROVIDE NEW 20A/2P BREAKER.

Total Est. Demand: 6 A Total Conn.: 6 A

Total Est. Demand: 2000 VA Total Conn. Load: 2000 VA

Receptacle 2000 VA 100.00% 2000 VA Load Classification Connected... Demand Factor Estimated... Panel Totals

Total Load: 1.00 kVA 1.00 kVA 0.00 kVA 41 Space -- -- 0 VA 0 VA -- -- -- 42 39 Space -- -- 0 VA 0 VA -- -- -- 40 37 Space -- -- 0 VA 0 VA 3 20 A EXIST 38

35 Space -- -- 0 VA 0 VA -- -- Space 36

33 EXIST 20 A 1 0 VA 1000... -- -- -- 34

31 EXIST 20 A 1 0 VA 1000... 2 20 A REVOLVING DOOR 32

29 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 30

27 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 28

25 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 26

23 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 24

21 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 22

19 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 20

17 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 18

15 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 16

13 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 14

11 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 12

9 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 10

7 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 8

5 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 6

3 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 4

1 EXIST 20 A 1 0 VA 0 VA 1 20 A EXIST 2

CKT Circuit Description Trip Poles A B C

Poles Trip Circuit Description CKT

Voltage: 120/208…