36C25018B0425-005.pdf

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

TITLE SHEET

GI-001

#539-19-203

Fort Thomas, KY

PFB PFB

UNITED STATES DEPARTMENT OF VETERANS AFFAIRS

V.A. MEDICAL CENTER

FT. THOMAS, KENTUCKY

FTD EXTERIOR DEFICIENCIES

NORTH

PROJECT

NORTH

TRUE

Site Plan

Project Area

Bldg. 64

SCALE: NO SCALE

Architectural Drawings

Engineering Drawings

SHEET TITLESHEET #DATE

Architect:

Mechanical, Plumbing, Electrical & Technoloigy Engineer:

PFB Architects, Inc.

9461 Kenwood Road Cincinnati, OH 45242 Phone: (513) 861-3200 Fax: (513) 861-0403 www.pfbinc.com

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409 Phone: (937) 224-0861 Fax: (937) 224-5777 www.heapy.com

DRAWING INDEX SITE PLAN

CONSULTANTS

DESIGN CRITERIAIssue Date

GI-001 TITLE SHEET

AS-101 ARCHITECTURAL SITE PLAN

A-100 ARCHITECTURAL PLAN - BASEMENT

A-101 ARCHITECTURAL PLAN - FIRST FLOOR

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-203 EXTERIOR ELEVATIONS

A-501 DETAILS

U S

H W

Y

Filtration Rd.

Southview Ave.

Alpine Dr.

W arren Ct.

Grandview Ave.

S haw nee A ve.

B rentw ood P l.

R iv e r

R d

G arrison A ve.

Carmel Manor Rd

C o c h ra n A v e

M idw ay C t.

Tower P

l. Greene St.

A rm y R es er ve

R d.

S. F

t. T homas A ve.

S . F t.

T ho m as

A ve

Filtration Rd.

CORRECT FCA DEFICIENCIES -

WORK INVOLVES EXTERIOR MAINTENANCE AND REPAIR

OCCUPANCY: HEALTHCARE NFPA 101, CHAPTER 18 AND 4.6.12

TOTAL BUILDING SF: 104,904 SF - NO CHANGE

CONSTRUCTION TYPE I (332), NFPA 220

FULLY SPRINKLED - NO CHANGE

TABLE 4.1.1 NFPA 220 FIRE-RESISTANCE RATING TYPE I (332):

EXTERIOR BEARING WALLS - 3HR

INTERIOR BEARING WALLS - 2HR

COLUMNS - 3HR

BEAMS, GIRDERS, TRUSSES, AND ARCHES - 2HR

FLOOR/ CEILING ASSEMBLIES - 2HR

ROOF/ CEILING ASSEMBLIES - 1 1/2HR

INTERIOR NONBEARING WALLS - 0HR

EXTERIOR NONBEARING WALLS - 0HR

OCCUPANT LOADS:

EXISTING BASEMENT AREA: 27,835 SF / 100 SF

EXISTING FIRST FLOOR AREA: 26,570 / 120 SF 221

TOTAL 953 OCCUPANTS/5 SETS OF STAIRS = 190 PER STAIR

EXIT PROVIDED (EXISTING) WIDTH CAPACITY

EXISTING SHARED STAIR 55.5" 277

NEW STAIR

43.5" 217

HORIZONTAL EXIT 96"

640MAXIMUM TRAVEL DISTANCE 139' < 300' ALLOWED THEREFORE OK

FROM WITHIN ROOM ALLOWED 200 FT

FROM ROOM DOOR ALLOWED 150 FT

CODE ANALYSIS:

ALL DEMOLITION AND NEW CONSTRUCTION SHALL CONFORM TO ICRA ( INFECTION

CONTROL RISK ASSESMSNT) GUIDELINES AND REGULATIONS.

2006 INTERNATIONAL BUILDING CODE (IBC)

2006 INTERNATIONAL PLUMBING CODE (IPC)

2006 INTERNATIONAL MECHANICAL CODE (IMC)

2005 NATIONAL ELECTRICAL CODE (NEC)

2011 ADA STANDARDS FOR ACCESSIBLE DESIGN

2011 NATIONAL FIRE CODE (NFC) PUBLISHED BY NFPA:

NFPA 1, 10, 13, 70, 72, 90A, 99, 101, 220

2011 ENERGY CODE

APPLICABLE CODES:

CODE CRITERIA

EXISTING SECOND FLOOR AREA: 26,570 / 120 SF 221

EXISTING THIRD FLOOR AREA: 26,320 / 120 SF 219

EXISTING PENTHOUSE AREA: 1,407/ 100 SF 14

E001 LEGEND, SYMBOLS, & INDEX OF DRAWINGS

E201 LIGHTING FIXTURE DESCRIPTIONS AND DETAILS

E202 SITE PHOTOS

ED101 ROOF PLAN BLDG 64 - REMOVALS

ED102 SITE PLAN - REMOVALS

EL101 ROOF PLAN BLDG 64 - LIGHTNING PROTECTION

EL102 ROOF PLAN BLDG 117 - LIGHTNING PROTECTION

ES103 SITE PLAN

PROJECT #539-19-203

Project Area

Bldg. 117

Revision s

Date

SOUTH FT THOMAS AVENUE

COCHRAN AVENUE

D R

IN

K

IN

G

F O U N T A

IN

A-2021

A-201

A-201

A-202 2

A-2031

A-202 3

A-202 4

A-2032

F4

F20

F26

F31

C1C2C3C4C5C6C7C8C9C10C11C12C13

C14

C15

C16

C17

C18

C19

C22

C23

C24

C21

C20

3' - 0"

2' - 0"

5' - 0"

3' - 0"

1' - 0"

1' - 0"

1' - 0"

3' - 0"

3' - 0"

3' - 0"

6' - 0"

3' - 0"

1' - 0" 1 ' - 6

1' - 0" 1 ' - 6

1' - 0" 1 ' - 0

1' - 0"

' - 0

1' - 0" 1 ' - 0

1' - 0" 2 ' - 0

1' - 0" 1 ' - 0

' - 0

3' - 0"

1' - 6"

6"

6' - 0"

C24 1

"6' - 6"

"6' - 6"

C22

/4

/2

/4

' - 1

' - 2

/4

' - 3

/4

16' - 0 1/4"

7' - 5 3/4"

37' - 0"

21' - 2"

14' - 4"

Site Plan Key Notes:

(All may not apply to this sheet)

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

ARCHITECTURAL SITE PLAN

AS-101

#539-19-203

Fort Thomas, KY

PFB PFB

N Scale: 1" = 20'-0"

ARCHITECTURAL SITE PLAN

1 SAWCUT AND REMOVE EXISTING DAMAGED SIDEWALK CURB. POUR NEW

CONCRETE SIDEWALK CURB. SEE CURB DETAIL 5/A-203 FOR MORE

INFORMATION.

2 SAWCUT AND REMOVE EXISTING DAMAGED SIDEWALK AND CURB. POUR NEW

CONCRETE SIDEWALK AND CURB. SEE SIDEWALK AND CURB DETAIL 6/A-203

FOR MORE INFORMATION.

3 SAWCUT AND REMOVE EXISTING DAMAGED SIDEWALK. POUR NEW CONCRETE

SIDEWALK. SEE SIDEWALK DETAIL 7/A-203 FOR MORE INFORMATION.

4 CLEAN ALL FACES OF EXISTING KENTUCKY FIELD STONE WALL USING A

CONCENTRATED ACIDIC CLEANER AND PRESSURE WASHER. RAKE OUT JOINTS

MINIMUM 1”, BRUSH CLEAN, AND INSTALL NEW TYPE S MASONRY CEMENT

WITH FINE SAND AT PORTIONS OF WALL AS NEEDED, NOT TO EXCEED 900 SF

TOTAL. PROVIDE KENTUCKY FIELD STONE WHERE NEEDED TO FILL EXISTING

GAPS. USE WEATHERED STONE IF AVAILABLE OR NEW IF NECESSARY TO

PROVIDE BEST MATCH TO EXISTING POSSIBLE. SEAL ALL FACES OF WALL

WITH CLEAR PENETRATING SEALER.

5 REPLACE DAMAGED 8’ SECTION OF ORNAMENTAL STEEL FENCE TO MATCH

EXISTING.

6 REPAINT ENTIRE ORNAMENTAL STEEL FENCE. REMOVE RUST, CLEAN, AND

PATCH AS NEEDED PRIOR TO PAINTING.

7 REMOVE EXISTING STEEL GATE.

8 REMOVE INDICATED PORTION OF CONCRETE PATIO. REPLACE WITH NEW 4”

CONCRETE CONSTRUCTION PER DETAIL 8/A-203. PROVIDE EXPANSION

JOINTS AT CONNECTIONS TO EXISTING WALKS AND SLABS PER DETAIL

9/A-203.

9 SAWCUT EXISTING SLAB IN LINE WITH EDGE OF ROOF ABOVE.

10 PROVIDE NEW 4” CONCRETE CONSTRUCTION PER DETAIL 8/A-203 IN AREA OF

PREVIOUS LANDSCAPE AREA.

11 REMOVE EXISTING CONCRETE AND BRICK VETERANS MONUMENT. SALVAGE

EXISTING EAGLE AND TWO PLAQUES FOR REINSTALLATION ON NEW

MONUMENT. NEW MONUMENT TO BE PROVIDED AND INSTALLED BY

CONTRACTOR TO MATCH DIMENSIONS AND GENERAL APPEARANCE OF

EXISTING MONUMENT TO BE REMOVED. EXISTING MONUMENT CONSISTS OF

12” CONCRETE BASE WITH 4’-4” TALL, 4’-0” DIAMETER BRICK BODY, AND 2”

TALL, 4’-4” DIAMETER CONCRETE CAP. PROVIDE REINFORCED CONCRETE

CORE WITH 1-1/2" AIRSPACE BEHIND FACE BRICK AND PROVIDE WEEPS AT

BASE OF BRICK. TOP OF CAP TO SLOPE AWAY FROM CENTER TO ENSURE

DRAINAGE. PROVIDE SHOP DRAWING SUBMITTALS FOR REVIEW AND

APPROVAL.

Revision

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

Stair #1

S*B*1

Storage

004C

Office

Equip. Rm.

004A

Kitchen

Dining Room

Stair #2

S*B*2

Stor.

002A

Dietetic Dry Stor.

002B

HAC

004B

Diet. Stor.

Refr.

Elec.

007B

Refr.

H.W. Tank

007A

Dirty Clothes

007E

HCMI

Refr.

010A

Refr.

Hud

011A

Clean Clothes

007D

Corridor

C*B*1

Corridor

C-B-7

Corridor

C-B-7C

Bldg. Manag.

Off.

Linen

Bldg Manag.

Stor.

013A

Hud/Vash

015B

Hud/Vash

015A

Hud/Vash

Elec. Shop

018B

Eng. Off.

018A

Volunteer Service Office

Engineering

Engineering Stor.

Uniform Exchange

Tlt.

Volunteer Service Escort

M. Locker

025A

HAC

F. Locker

Stair #3

S*B*3

Comp.

Network

027C

Eng. Stor.

018C

Eng. Stor.

027B

Soiled Linen

018D

Canteen

Rec. Temp.

Fitness Center

027A

Carpenter Shop

029A

Clos.

029B

Boiler Rm.

Group

Clos.

029C

Clos.

030A

Clerk

Work Rm.

Tele. Service

Stair #4

S*B*4

Oxygen Storage

Group Rm 2

S.T. Off.

Stor.

Media Center

Corridor

C*B*8

S.T. Dr.

S.T. Exam

S.H. Exam

Patient Tlt.

Staff Tlt.

Kiln

038A

Staff

Occ. Therapy

Stair #6

S*B*6

Phys.

Therapy

Mech.

036A

M. Toilet

Storage

009A Hud

Elec.

Elect. Supply

Architectural Plan Key Notes:

(All may not apply to this sheet)

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

ARCHITECTURAL PLAN -

BASEMENT

A-100

#539-19-203

Fort Thomas, KY

Checker PFB

Scale: 3/32" = 1'-0"1

ARCHITECTURAL PLAN - BASEMENT

3 PROVIDE CAMERA INVESTIGATION OF EXISTING UNDERGROUND DRAIN

LINES (DOWNSPOUT AND YARD DRAINS) IN THIS AREA TO DETERMINE IF

ANY BREAKS ARE CONTRIBUTING TO BASEMENT FLOODING ISSUES.

4 REMOVE PORTION OF FLOOR SLAB AS NEEDED TO ACCESS WEST SIDE OF

FOUNDATION WALL TO CRAWLSPACE. WHERE EXISTING PIPES PENETRATE

FOUNDATION WALL, REMOVE EXISTING GROUT AS NECESSARY AND INSTALL

NEW NON-SHRINKABLE WATERPROOF GROUT TO SEAL AROUND PIPES.

BACKFILL AND REPLACE SLAB AND FLOORING TO MATCH EXISTING. NOTE

THAT EXISTING FLOOR TILE AND/OR MASTIC ARE BELIEVED TO CONTAIN

ASBESTOS AND WILL REQUIRE ABATEMENT. SEE SPECIFICATION SECTION

02 82 13.19.

5 PROVIDE PLASTIC BARRIER ENCLOSURE OF CONSTRUCTION AREA.

Revision

UP

UPDN

UP

UP

UP

UP

UP

UP

UP

UP

DN

UP

DNUPDN

A-2021

A-201

A-201

3 Bedroom

3 Bedroom

3 Bedroom

3 Bedroom

Tlt.

5 Bedroom

4 Bedroom

Sick Call

Tlt.

115A

Med.

115B

Exam

115C

South Patio

Tlt.

106B

Day Room

Corridor

C*1*1

Aams

106G

Oxygen Storage

106D

Elevator Lobby

Stair #1

S*1*1

Stair #2

S*1*2

Clos.

104A

Supply

106C

Aams

106A

Patient Tlt.

Shower Room

108A

2 Rehab.

Tech.

Laundry

Off.

Hac

Pharmacy

4 Bedroom

4 Bedroom

1 Bedroom

Tlt.

125A Social Worker

Social Worker

Tlt.

131A

Conferance

Storage

Lobby

128A

Off. Chief Dom.

122A

Clos.

122B

Secretary

Agent Cashier

120Clos.

122C

Off.

116A

Off.

116B Psych. Office

M. Tlt.

F. Tlt.

Library

Secretary

Clos.

116D

Off.

Stair #3

S*1*3 Comp. Rm

Laun.

3 Bedroom

4 Bedroom

Corr.

Therapist

Social Work Service

Hac

F. Shower

140A

F. Tlt.

Stor.

Classroom

Mailroom

Day Room & Lounge

Mailroom

Off.

145A

Domiciliary Asst. Station

Tlt.

145B

Supplies

145C

Off.

145D

Elevator Lobby

148A

Stair #4

S*1*4

Corridor

C*1*7

3 Bedroom

Off.

151A

Dental Suite

Copier

Police

Clos.

155B

Clos.

155A

Stor.

Linen Rm.

Office

4 Bedroom

Tlt.

4 Bedroom

4 Bedroom

4 Bedroom

Stair #5

S*1*5

2 Bedroom

Tlt.

158A

M. Tlt.

Shower Room

156A

Clos.

142A Clos.

152A

Closet

106E

1 Bedroom

Clos.

148B

Linen Chute

116E

Entry

148C

Entry

106F

Atrium

128B

A-202 2

A-2031

A-202 3

A-202 4

A-20321

Architectural Plan Key Notes:

(All may not apply to this sheet)

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

ARCHITECTURAL PLAN - FIRST

FLOOR

A-101

#539-19-203

Fort Thomas, KY

Checker Author

Scale: 3/32" = 1'-0"1

ARCHITECTURAL PLAN - FIRST FLOOR

1 REMOVE EXISTING DIRECT EXTERIOR FINISH SYSTEM TO EXTENTS SHOWN ON

THE PLAN AND REPLACE WITH NEW DIRECT EXTERIOR FINISH SYSTEM TO

MATCH EXISTING. SEE SPEC SECTION 07 24 00.

2 REPAIR UNDERSIDE OF EXISTING OVERHEAD SPALLING CONCRETE SLAB. SEE

8/A-501 FOR DETAILS, NOTES, AND REQUIREMENTS.

Revision s

Date

1 Revision 1 3-28-2018

64-FIRST FLOOR

844' - 5"

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

123456789101213151617181920212223

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

142627 2930

L-W1 L-W2 L-W3 L-W5L-W4 L-W6 L-W7 L-W8 L-W9 L-W10

2 2

2 2 2 2 2 2

3 3 3 3 3

3 3

4 4

44 4

4 4

7 7 7 7 7 7 7 77

4 44

64-FIRST FLOOR

844' - 5"

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

1 2 3 4 5 6 7 8 9 10 12 13 15 16 17 18 19 20 21 22 23

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

14 26 2729 30

L-E1 L-E2 L-E3 L-E4 L-E5 L-E6 L-E7 L-E8 L-E9 L-E10 L-E11 L-E12 L-E13 L-E14 L-E15 L-E16 L-E17 L-E18 L-E19

2 2 2 2 2 2 2 2 2 2

3 3 3 3 3 3 3 3 33

4 4 4 4

7 7

Elevation Key Notes:

(All may not apply to this sheet)

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

EXTERIOR ELEVATIONS

A-201

#539-19-203

Fort Thomas, KY

PFB PFB

Scale: 3/32" = 1'-0"2

WEST ELEVATION

Scale: 3/32" = 1'-0"1

EAST ELEVATION

1 REMOVE EXISTING DIRECT EXTERIOR FINISH SYSTEM AND REPLACE WITH NEW DIRECT

EXTERIOR FINISH SYSTEM TO MATCH EXISTING. SEE SPEC SECTION 07 24 00.

2 REMOVE EXISTING LOUVER BELOW 1ST FLOOR WINDOWS AND REPLACE WITH NEW LOUVER

TO MATCH EXISTING SIZE AND FREE AREA. COORDINATE SCHEDULING WITH VA TO ALLOW

ROOMS TO BE VACATED AS NEEDED FOR COMPLETION OF WORK. CONTRACTOR TO NOTE:

NUMBER OF ROOMS VACATED FOR THIS PURPOSE MAY BE AS FEW AS ONE AT A TIME.

PROVIDE EXTERNAL DRAIN KIT AND 6” PIPE EXTENSION PERPENDICULAR TO FACE OF

BUILDING. LOUVER AND PIPE EXTENSION TO BE DARK BRONZE FINISH.

3 REPAIRED DAMAGED SECTION OF DIRECT EXTERIOR FINISH SYSTEM. APPROXIMATE TOTAL

QUANTITY 150 SF.

4 AFTER COMPLETION OF DIRECT EXTERIOR FINISH SYSTEM REPAIRS AND REPLACEMENT,

PAINT ALL NEW AND EXISTING DIRECT EXTERIOR FINISH SYSTETM.

7 EXISTING COPPER CONDUCTOR HEAD AND DOWNSPOUT TO BE REPAIRED, CLEANED, AND

COATED TO PROTECT FROM CORROSION. REPAIR AND SECURE ANY LOOSE CONNECTIONS

OR SEPARATED SEAMS AS NEEDED. CLEAN EXISTING PATINA FROM ALL COPPER

COMPONENTS TO RESTORE ORIGINAL FINISH. COAT WITH CORROSION INHIBITOR TO

PREVENT WEATHERING OF RESTORED COPPER. REFER TO SPECIFICATION SECTION 05 01

70. NON-COPPER COMPONENTS AT BASE OF BUILDING TO BE PAINTED TO MATCH

ADJACENT WALL SURFACE.

9 EXISTING CAULK AT THIS LOUVER CONTAINS ASBESTOS. SEE SPECIFICATION SECTION 02

82 13.31.

Revision s

Date

1 Revision 1 3-28-2018

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

HI JK LNOPQ R

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

25 3132 33

L-N1 L-N2 L-N3 L-N4 L-N5

2 2

4 4

64-FIRST FLOOR

844' - 5"

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

HI J KL N O P Q R

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

25 31 3233

L-S4 L-S5 L-S6 L-S7 L-S8 L-S9 2 2 2 2

3 3

4 4

64-FIRST FLOOR

844' - 5"

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

I N O P

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

31 33

L-S1 L-S2 L-S3

64-FIRST FLOOR

844' - 5"

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

HI J KL N O P Q R

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

25 31 3233

Elevation Key Notes:

(All may not apply to this sheet)

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

EXTERIOR ELEVATIONS

A-202

#539-19-203

Fort Thomas, KY

PFB PFB

Scale: 3/32" = 1'-0"1

NORTH ELEVATION

Scale: 3/32" = 1'-0"2

SOUTH ELEVATION

Scale: 3/32" = 1'-0"3

SOUTH PARTIAL ELEVATION

Scale: 3/32" = 1'-0"4

SOUTH PARTIAL ELEVATION

2 REMOVE EXISTING LOUVER BELOW 1ST FLOOR WINDOWS AND REPLACE WITH NEW LOUVER

TO MATCH EXISTING SIZE AND FREE AREA. COORDINATE SCHEDULING WITH VA TO ALLOW

ROOMS TO BE VACATED AS NEEDED FOR COMPLETION OF WORK. CONTRACTOR TO NOTE:

NUMBER OF ROOMS VACATED FOR THIS PURPOSE MAY BE AS FEW AS ONE AT A TIME.

PROVIDE EXTERNAL DRAIN KIT AND 6” PIPE EXTENSION PERPENDICULAR TO FACE OF

BUILDING. LOUVER AND PIPE EXTENSION TO BE DARK BRONZE FINISH.

3 REPAIRED DAMAGED SECTION OF DIRECT EXTERIOR FINISH SYSTEM. APPROXIMATE TOTAL

QUANTITY 150 SF.

4 AFTER COMPLETION OF DIRECT EXTERIOR FINISH SYSTEM REPAIRS AND REPLACEMENT,

PAINT ALL NEW AND EXISTING DIRECT EXTERIOR FINISH SYSTETM.

7 EXISTING COPPER CONDUCTOR HEAD AND DOWNSPOUT TO BE REPAIRED, CLEANED, AND

COATED TO PROTECT FROM CORROSION. REPAIR AND SECURE ANY LOOSE CONNECTIONS

OR SEPARATED SEAMS AS NEEDED. CLEAN EXISTING PATINA FROM ALL COPPER

COMPONENTS TO RESTORE ORIGINAL FINISH. COAT WITH CORROSION INHIBITOR TO

PREVENT WEATHERING OF RESTORED COPPER. REFER TO SPECIFICATION SECTION 05 01

70. NON-COPPER COMPONENTS AT BASE OF BUILDING TO BE PAINTED TO MATCH

ADJACENT WALL SURFACE.

8 PROVIDE PIPING DOWN THE FACE OF THE BUILDING FROM THE LOUVER, AROUND THE

AWNING AND DOWN TO WITHIN 18" OF GRADE.

Revision s

Date

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

H IJK LNOPQR

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

253132 33

L-N6 L-N7

4 4

64-FIRST FLOOR

844' - 5"

64-BASEMENT

833' - 11"

64-THIRD FLOOR

867' - 4"

INOP

64-ROOF

878' - 9 1/2"

64-SECOND

FLOOR

855' - 10 1/2"

64-TO FOOTING

832' - 5"

64-MECH

BASEMENT

830' - 11"

Elevation Key Notes:

(All may not apply to this sheet)

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

EXTERIOR ELEVATIONS

A-203

#539-19-203

Fort Thomas, KY

PFB PFB

Scale: 3/32" = 1'-0"1

NORTH PARTIAL ELEVATION

Scale: 3/32" = 1'-0"2

NORTH PARTIAL ELEVATION

2 REMOVE EXISTING LOUVER BELOW 1ST FLOOR WINDOWS AND REPLACE WITH NEW LOUVER

TO MATCH EXISTING SIZE AND FREE AREA. COORDINATE SCHEDULING WITH VA TO ALLOW

ROOMS TO BE VACATED AS NEEDED FOR COMPLETION OF WORK. CONTRACTOR TO NOTE:

NUMBER OF ROOMS VACATED FOR THIS PURPOSE MAY BE AS FEW AS ONE AT A TIME.

PROVIDE EXTERNAL DRAIN KIT AND 6” PIPE EXTENSION PERPENDICULAR TO FACE OF

BUILDING. LOUVER AND PIPE EXTENSION TO BE DARK BRONZE FINISH.

3 REPAIRED DAMAGED SECTION OF DIRECT EXTERIOR FINISH SYSTEM. APPROXIMATE TOTAL

QUANTITY 150 SF.

4 AFTER COMPLETION OF DIRECT EXTERIOR FINISH SYSTEM REPAIRS AND REPLACEMENT,

PAINT ALL NEW AND EXISTING DIRECT EXTERIOR FINISH SYSTETM.

5 REMOVE EXISTING RAILING AND REPLACE WITH NEW RAILING. SEE SECTION 2/A-501 FOR

MORE INFORMATION.

6 INSTALL NEW BOLLARD. SEE SECTION 1/A-501 FOR MORE INFORMATION.

7 EXISTING COPPER CONDUCTOR HEAD AND DOWNSPOUT TO BE REPAIRED, CLEANED, AND

COATED TO PROTECT FROM CORROSION. REPAIR AND SECURE ANY LOOSE CONNECTIONS

OR SEPARATED SEAMS AS NEEDED. CLEAN EXISTING PATINA FROM ALL COPPER

COMPONENTS TO RESTORE ORIGINAL FINISH. COAT WITH CORROSION INHIBITOR TO

PREVENT WEATHERING OF RESTORED COPPER. REFER TO SPECIFICATION SECTION 05 01

70. NON-COPPER COMPONENTS AT BASE OF BUILDING TO BE PAINTED TO MATCH

ADJACENT WALL SURFACE.

Revision s

Date

S

T E

E L

P

IP

E

1' - 6"

18" DIA X 66" OR

18"X18"X66"

CONCRETE FOOTING

GRADE

SLOPE CONCRETE 1" ABOVE GRADE

& FINISH WITH STEEL TROWEL

6" DIA. STANDARD STEEL PIPE

- FILL WITH CONCRETE.

PROVIDE AND INSTALL 1/8"

POLYETHYLENE THERMOPLASTIC

(HDPE) BOLLARD COVER WITH DOME

TOP. COVER COLOR TO BE YELLOW.

CROWN CAP WITH CONCRETE

1" ABOVE TOP OF PIPE.

2" DIA. 16 GAUGE 316

GRADE STAINLESS

STEEL TUBING

6"

6"

"4

EXISTING CONCRETE PAVING

1" RADIUS

TOOLED CONTROL JOINT, 1/8" WIDE

X 1 1/2" DEEP (MIN.)

EXISTING 4" CONCRETE WALK

#4 REBAR CONT. @ TOP

AND BOTTOM. EXTEND

REBAR 6" INTO EXISTING

CURB ON BOTH SIDES

OF NEW CURB

#4 REBAR @ 24" O.C.

MEDIUM BROOM FINISH

REINFORCED CONCRETE

CURB

3"

6"

6"

"4

EXISTING CONCRETE PAVING

1" RADIUS

TOOLED CONTROL JOINT, 1/8" WIDE

X 1 1/2" DEEP (MIN.)

NEW 4" CONCRETE WALK

#4 REBAR CONT. @ TOP

AND BOTTOM. EXTEND

REBAR 6" INTO EXISTING

CURB ON BOTH SIDES

OF NEW CURB

#4 REBAR @ 24" O.C.

MEDIUM BROOM FINISH

REINFORCED CONCRETE

CURB

EXISTING 4" CONCRETE WALK

3"

"4

EXISTING CONCRETE PAVING

TOOLED CONTROL JOINT, 1/8" WIDE

X 1 1/2" DEEP (MIN.)

NEW 4" CONCRETE WALK

EXISTING CONCRETE CURB

EXISTING 4" CONCRETE WALK

"4

SLOPE 1/4" PER FOOT

LATERALLY FOR DRAINAGE

PROVIDE 1/4" CONTROL JOINTS

5'-0" O.C. AND 1/2" BITUMINOUS

EXPANSION JOINT 25'-0" O.C.

4" CONCRETE WALK

WITH 6X6 10/10 WWF

VARIES - SEE PLAN

MEDIUM BROOM

FINISH REINFORCED

CONCRETE WALK

FINISH GRADE FLUSH

WITH EDGE OF WALK.

COMPACTED FILL OR

UNDISTURBED SOIL.

SLIP VOID

1/2" PREFORMED EXPANSION MATERIAL

1/2" DIA. X 2'-0" SMOOTH BARS @ 2'-0"

O.C. WITH GREASED CAP ONE END.

EXPANSION JOINT MATERIAL TO BOTTOM

OF PAVEMENT

APPLIED JOINT SEALER.

TOOL BOTH SIDES OF

EXPANSION JOINT.

1/2" MIN. 3/4" CLR

M

IN

/4

C

L R

DELAMINATION PLANE

OR SURFACE OF

SPALLED CONCRETE

10975

3 5 6 8

TAPER EDGE

TYPE 2: PARTIAL DEPTH SLAB REPAIR

(VERTICAL OR OVERHEAD APPLICATION)

NTS

99# CONCRETE REPAIR KEY NOTES:

1. SOUND CONCRETER SURFACE WITH HAMMER TO LOCATE AREAS OF

DELAMINATED CONCRETE. MARK PERIMETER OF AREA TO BE REMOVED.

2. SAWCUT PERIMETER OF DELAMINATED CONCRETE TO A DEPTH OF 1/2". DO NOT

DAMAGE EXISTING REINFORCING STEEL.

3. REMOVE LOOSE CONCRETE USING 18LB CHIPPING HAMMER UNTIL SOUND

CONCRETE SUBSTRATE IS EXPOSED. NEW CAVITY SHALL BE RECTANGULAR IN

SHAPE WITH EDGES PERPENDICULAR TO SURFACE. CONCRETE SUBSTRATE

SURFACE SHALL BE A MINIMUM SURFACE PROFILE OF ± 1/8".

4. REMOVE SCALE AND CORROSION FROM EXISTING REINFORCING STEEL AND

CLEAN DOWN TO GRAY METAL. IF REINFORCING HAS REDUCED CROSS SECTION

DUE TO CORROSION, MEASURE REMAINING CROSS SECTION AREA. IF

REMAINING AREA IS 80% OR LESS THAN ORIGINAL CROSS SECTIONAL AREA.

PROVIDE ADDITIONAL REINFORCING PER TYPICAL SUPPLEMENTAL BAR SPLICE

DETAIL.

5. PRESSURE WASH (3000 PSI MIN) TO REMOVE RESIDUAL CONTAMINANTS.

ENSURE SURFACES ARE SOUND, CLEAN AND FREE OF ALL BOND INHIBITING

MATERIALS INCLUDING OIL, DUST DIRT, LAITANCE, AND STANDING WATER.

6. DAMPEN REPAIR AREA EDGES SO THAT THE PORES OF THE CONCRETE ARE

FILLED WITH WATER. REMOVE ANY PONDING OR GLISTENING WATER ON THE

CONCRETE SURFACE (SATURATED SURFACE DRY) AND ON ANY FORMWORK.

7. APPLY CORROSION INHIBITING AGENT TO EXPOSED REINFORCING STEEL PER

MANUFACTURER'S INSTRUCTIONS.

8. APPLY BONDING AGENT APPROVED FOR USE WITH REPAIR MORTAR TO

CONCRETE SUBSTRATE PER MANUFACTURER'S INSTRUCTIONS OR WORK A

SCRUB COAT OF THE REPAIR MORTAR INTO THE SUBSTRATE TO ENSURE

INTIMATE CONTACT AND ESTABLISH BOND.

9. PATCH CAVITY WITH REPAIR MORTAR IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS. EXTEND WITH AGGREGATE AND/OR INSTALL MULTIPLE LIFTS IF

REQUIRED BY REPAIR MORTAR MANUFACTURER FOR SIZE OF CAVITY. IF

MULTIPLE LIFTS ARE REQUIRED, SCARIFY THE FIRST LIFT AND ALLOW IT TO

HARDEN SUFFICIENTLY TO ACCEPT THE NEXT LIFT.

10. TROWEL THE EDGES OF THE REPAIR AREA TO CREATE SMOOTH FINISH

MATCHING THE ORIGINAL PROFILE OF THE CONCRETE SURFACE.

STRUCTURAL NOTES

CONSTRUCTION AND SAFETY

1. CONTRACTOR SHALL BRACE ENTIRE STRUCTURE AS REQUIRED TO MAINTAIN STABILITY UNTIL COMPLETE AND FUNCTIONING

AS THE DESIGNED UNIT.

2. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF

CONSTRUCTION SELECTED BY CONTRACTOR.

3. THE CONTRACTOR WILL 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 WILL APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS/HER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE.

CONCRETE REPAIR

1. FINAL QUANTITY ADJUSTMENTS WILL BE DETERMINED BY THE ACTUAL WORK PERFORMED BY CONTRACTOR AND MEASURED BY THE CONTRACTOR

AND OWNERS REPRESENTATIVE.

2. ALL VERTICAL AND OVERHEAD CONCRETE PATCHES SHALL HAVE A STEEL TROWEL FINISH.

3. SUBMITTALS REQUIRED FOR ALL MATERIAL USED, INCLUDING BUT NOT LIMITED TO CONCRETE MIX DESIGN, BAG MIX, AND SURFACE PREPARING

MATERIALS.

4. CONTRACTOR SHALL PROVIDE A TWO YEAR WARRANTY AGAINST SURFACE SCALING, EXCESSIVE CRACKING, AND DEBONDING.

5. THE INSTALLATION OF ALL REPAIR MATERIALS SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

6. DO NOT MIX MORE MATERIALS THAN CAN BE USED WITHIN RECOMMENDED OPEN TIME. DISCARD MATERIALS THAT HAVE BEGUN TO SET.

7. VERTICAL AND OVERHEAD CEMENTITIOUS PATCHING MORTAR

A. CORTEC MCI 2702 REPAIR MORTAR

B. EUCLID SPEED CRETE RED LINE PLUS MINI MCI GRENADE

8. REINFORCING STEEL BAR COATING

A. CORTEC MCI 2023 MIGRATING INHIBITING PASSIVATING GROUT

9. THE SURFACE PREPARATION OF ALL CONCRETE TO BE REPAIRED SHALL BE CONDUCTED ACCORDING TO THE RECOMMENDATIONS OF ICRI

GUIDELINE NO. 310.1R-2008.

10. SAW-CUT PERIMETER OF AREAS INDICATED FOR REMOVAL TO A DEPTH OF 1/2 INCH DEEP. MAKE CUTS PERPENDICULAR TO CONCRETE SURFACES

AND NO DEEPER THAN COVER ON REINFORCEMENT.

11. REMOVE DETERIORATED AND DELAMINATED CONCRETE BY BREAKING UP AND DISLODGING FROM REINFORCEMENT.

12. REMOVE ADDITIONAL CONCRETE, IF NECESSARY, TO PROVIDE A DEPTH OF REMOVAL OF AT LEAST 1/2 INCH OVER ENTIRE REMOVAL AREA.

13. WHERE PERIMETER OF REINFORCING BAR IS EXPOSED, BOND BETWEEN REINFORCING BAR AND SURROUNDING CONCRETE IS BROKEN, OR REINFORCING BAR IS CORRODED, REMOVE CONCRETE FROM ENTIRE PERIMETER OF BAR AND TO PROVIDE AT LEAST A 3/4 INCH CLEARANCE

AROUND BAR.

14. WHERE SECTION LOSS OF REINFORCING BAR IS MORE THAN 25 PERCENT, OR 20 PERCENT IN 2 OR MORE ADJACENT BARS, CUT BARS AND REMOVE AND REPLACE. REMOVE ADDITIONAL CONCRETE AS NECESSARY TO PROVIDE AT LEAST 3/4 INCH CLEARANCE AT EXISTING AND REPLACEMENT BARS. SPLICE REPLACEMENT BARS TO EXISTING BARS ACCORDING TO ACI 318, BY LAPPING, WELDING, OR USING MECHANICAL COUPLINGS.

15. BLAST CLEAN EXPOSED REINFORCEMENT PER ICRI 310.1R-2008.

16. TEST AREAS WHERE CONCRETE HAS BEEN REMOVED BY TAPPING WITH HAMMER, AND REMOVE ADDITIONAL CONCRETE UNTIL UNSOUND AND

DISBONDED CONCRETE IS COMPLETELY REMOVED.

17. PROVIDE FRACTURED AGGREGATE SURFACES WITH A PROFILE OF AT LEAST 1/8 INCH THAT ARE APPROXIMATELY PERPENDICULAR OR PARALLEL TO ORIGINAL CONCRETE SURFACES. AT COLUMNS AND WALLS, MAKE TOP AND BOTTOM SURFACES LEVEL, UNLESS OTHERWISE DIRECTED.

18. COAT ENTIRE SURFACE TO RECEIVE PATCH INCLUDING EXPOSED REINFORCING STEEL BARS WITH BONDING AGENT AND APPLY PATCHING

MATERIALS PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS.

19. PLACE PATCHING MORTAR BY TROWELING TOWARD EDGE OF PATCH TO FORCE INTIMATE CONTACT WITH EDGE SURFACES. FOR LARGE PATCHES, FILLED EDGES FIRST AND THEN WORK TOWARDS CENTER, ALWAYS TROWELING TOWARD EDGES OF PATCH. AT FULLY EXPOSED REINFORCING BARS, FOR PATCHING MORTAR TO FILL SPACE BEHIND BARS BY COMPACTING WITH TROWEL FROM SIDES OF BAR.

20. ALLOW SURFACES OF LIFTS THAT ARE TO REMAIN EXPOSED TO BECOME FIRM AND THEN FINISH TO MATCH THE ADJACENT SURFACE.

21. A CLEAR, WATERBORNE, MEMBRANE-FORMING CURING COMPOUND IN COMPLIANCE WITH ASTM C309, TYPE 1, CLASS B SHALL BE USED IN LIEU OF

MOIST CURING FOR ALL VERTICAL AND OVERHEAD PATCHES.

A. BASF MASTERKURE 200W

B. EUCLID KUREZ W VOX

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

DETAILS

A-501

#539-19-203

Fort Thomas, KY

PFB PFB

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

BOLLARD DETAIL

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

RAILING SECTION

Scale: 1 1/2" = 1'-0"3

CURB DETAIL

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

SIDEWALK AND CURB DETAIL

Scale: 1 1/2" = 1'-0"5

SIDEWALK DETAIL

Scale: 1 1/2" = 1'-0"6

PATIO DETAIL

Scale: 3" = 1'-0"7

EXPANSION JOINT DETAIL

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

PARTIAL DEPTH SLAB REPAIR

Revision

ELECTRICAL SYMBOLS

EXISTING OUTLET OR DEVICE TO REMAIN. MAINTAIN EXISTING CIRCUITING.

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

WHERE REQUIRED.

ELECTRICAL CONNECTION.

20A-125V WEATHERPROOF DUPLEX RECEPTACLE, NEMA 5-20R WITH GROUND FAULT CIRCUIT INTERRUPTER (18"

MH UNLESS NOTED OTHERWISE), WITH STANDARD COVER, VERTICAL MOUNT.

JUNCTION BOX.

ELECTRICAL PANEL OR SWITCHBOARD PER DRAWINGS.

PULL BOX.

PHOTOELECTRIC SENSOR.

WP/GF

J

PC

P/B

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 SWITCH

BLDG - BUILDING

BOE - BOTTOM OF EQUIPMENT

BOT - BOTTOM

BTWN - BETWEEN

CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CKT - CIRCUIT

CLG - CEILING

CMU - CONCRETE MASONRY UNIT

CONN - CONNECT OR CONNECTION

CONTR - CONTRACTOR

COR - CONTRACTING OFFICER'S REPRESENTATIVE

CORR - CORRIDOR

CTR - CENTER

D - DEPTH

DET - DETAIL

DIA - DIAMETER

DIM - DIMENSION

DIV - DIVISION

DN - DOWN

DWG - DRAWING

EA - EACH

EJ - EXPANSION JOINT

ELEC - ELECTRICAL

ELEV - ELEVATION OR ELEVATOR

EM - EMERGENCY

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

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

HP - HORSE POWER OR HIGH POINT

HVAC - HEATING, VENTILATING, AND AIR CONDITIONING

ID - INSIDE DIAMETER

IN - INCHES

KEC - KITCHEN EQUIPMENT CONTRACTOR

L - LENGTH

LBS - POUNDS

MAP - MASTER ALARM PANEL (MEDICAL GAS)

MAX - MAXIMUM

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE OR MOUNTING HEIGHT TO CENTER LINE OF ITEM

MIN - MINIMUM OR MINUTE

MISC - MISCELLANEOUS

MTD - MOUNTED

MTG - MOUNTING

NIC - NOT IN CONTRACT

NOM- NOMINAL

NTS - NOT TO SCALE

OD - OUTSIDE DIAMETER

OFCI - OWNER FURNISHED CONTRACTOR INSTALLED

OFOI - OWNER FURNISHED OWNER INSTALLED

PLBG - PLUMBING

RAD - RADIUS

REC - RECESSED

REQD - REQUIRED

RI - ROUGH-IN

S - SURFACE MOUNTED

SC - SECURITY CONTRACTOR

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 CONTRACTOR

TEMP - TEMPERATURE

TOE - TOP OF EQUIPMENT

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VFD - VARIABLE FREQUENCY DRIVE

VOL - VOLUME

W/ - WITH

W/0 - WITHOUT

WP - WEATHERPROOF

ZVC - ZONE VALVE CABINET

E2

B

E2

DETAIL: B = DETAIL DESIGNATION

E2 = SHEET WHERE DETAIL IS LOCATED

SECTION: 1 = SECTION DESIGNATION

E2 = SHEET WHERE SECTION IS LOCATED

PLAN NOTE. APPLIES ONLY TO THE SHEET WHICH IT IS SHOWN.

GENERAL FLOOR PLAN NOTES

WIRE & CONDUIT IN OR BELOW SLAB OR GRADE.

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

DENOTES CIRCUIT(S).

EXISTING WIRE & CONDUIT TO REMAIN.EX

WIRE & CONDUIT TO BE REMOVED.

X - 1,2

LUMINAIRE SYMBOLS

LIGHTING FIXTURE. CAPITAL LETTER DENOTES FIXTURE TYPE, LOWER CASE LETTER DENOTES

SWITCHING ARRANGEMENT.

LIGHTING FIXTURE ON EMERGENCY CIRCUIT.

A a

4"

4"

NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT

TO MODIFICATIONS ON OTHER DRAWINGS.

ALL SYMBOLS OR ABBREVIATIONS MIGHT NOT

NECESSARILY BE USED ON THIS PROJECT.

T2 1 ELEVATION: 1 = ELEVATION DESIGNATION

T2 = SHEET WHERE ELEVATION IS LOCATED

DARIC R.

OH

A

T

S T

E

OF

I O

HESS

E- 7 5 9 4 7

IE

F

O

R P

A

SS

NOI

GNEL

SI

GE

R DERET

E N

R E

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

PFB Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road Cincinnati, Ohio 45242

(513) 861 3200

Heapy Project No.: 2017-05070 Firm License No.: 01528

/2

/2

:3 :4

A

M

CORRECT FCA

DEFICIENCIES - FTD

EXTERIOR

DEFICIENCIES

10/27/2017

LEGEND, SYMBOLS, & INDEX OF

DRAWINGS

E001

539-19-203

Cincinnati, Ohio

CLMMSG

10/27/2017

INDEX OF DRAWINGS

Sheet Number Sheet Name

E001 LEGEND, SYMBOLS, & INDEX OF DRAWINGS

E201 LIGHTING FIXTURE DESCRIPTIONS AND DETAILS

E202 SITE PHOTOS

ED101 ROOF PLAN BLDG 64 - REMOVALS

ED102 SITE PLAN - REMOVALS

EL101 ROOF PLAN BLDG 64 - LIGHTINING PROTECTION

EL102 ROOF PLAN BLDG 117 - LIGHTNING PROTECTION

ES103 SITE PLAN

Revisions Date

(4) CONCRETE BRICKS

51mmx203mmx406mm (2"x8"x16")

CONDUIT(S) WITH BELL ENDS

(TYP). SIZE, QUANTITY AND

WIRING AS INDICATED ON

PLANS

CLEAN 19mm (3/4")

CRUSHED ROCK

GRADE. FEATHER & TAMP BACKFILL

TO CREATE FLUSH INSTALLATION

AND POSITIVE DRAINAGE AWAY

FROM BOX

V A

R

IE

S (1

2"

PULLBOX (SEE SPECIFICATIONS)

LINE SIDES OF EXCAVATION

WITH 13.6 KG (30 LBS.) FELT

PAPER

(12")

5m m

305mm

Type PL2

LED POLE LIGHT

HOUSING: DIE-CAST ALUMINUM HOUSING WHICH MOUNTS DIRECTLY

TO A POLE OR WALL.

FINISH: TEXTURED POLYESTER POWDER PAINT. BLACK

OPTICS: 95% SPECULAR REDIRECTING REFLECTOR. TYPE R3

DISTRIBUTION.

LAMPS: LED LIGHT SOURCE, 51,000 HOUR RATED AT L70, 80 CRI.

4000K

CERTIFICATION: WET LOCATION LABELED. DESIGNLIGHTS CONSORTIUM

QUALIFIED. IP66 RATED HOUSING.

BUG RATING: B1-U0-G2

VOLTAGE: UNIVERSAL 120-277V.

POLE: 25’ TALL ROUND STRAIGHT STEEL POLE. HANDHOLE.

TVSS: PROVIDE TVSS IN BASE. SURGE RATING OF 10,000A.

CLAMP

VOLTAGE OF 320V AND SURGE RATING OF 372J.

VARIATIONS: “PL2” 9,406 LM, 78 W, NOMINAL, TYPE 4 DISTRIBUTION

PROVIDE TYPE II POLE BASE

PL2

Type PL1

LED POLE LIGHT

HOUSING: DIE-CAST ALUMINUM HOUSING.

FINISH: POLYESTER POWDER COAT FINISH. BLACK

OPTICS: CLEAR LENS. TYPE 4 DISTRIBUTION.

LAMPS: LED LIGHT SOURCE, 51,000 HOUR RATED AT L70, 80

CRI.

4000K

CERTIFICATION: WET LOCATION LABELED. UL 1598, UL 8750

BUG RATING: B1-U0-G1

VOLTAGE: UNIVERSAL 120-277V.

POLE: 12’ TALL DECORATIVE ROUND STRAIGHT STEEL POLE.

HANDHOLE.

TVSS: PROVIDE TVSS IN BASE. SURGE RATING OF 10,000A.

VARIATIONS: “PL1” 3,262 LM, 43 W, NOMINAL, TYPE 5

DISTRIBUTION

PROVIDE TYPE III POLE BASE

PL1

12'-0"

1 SEE FIXTURE SCHEDULE FOR POLE AND FIXTURE ASSEMBLY.

2 ANCHOR BOLTS BY POLE SUPPLIER, WELD TO REBARS.

3 CHAMFERED EDGE.

4 FINISH GRADE, COMPACT TO 95%.

5 SIX #4 REINFORCING BARS VERTICALLY ON #3 STIRRUPS AT 18" O.C.

6 PVC CONDUIT, SCHEDULE 40.

7 RIGID GALVANIZED STEEL CONDUIT.

8 GROUND ROD.

9 1/2" PVC GROUND CONDUCTOR SLEEVE WITH #8 GROUND CONDUCTOR.

10 BASE PLATE, LEVELING NUTS, BASE GROUT.

11 EXOTHERMICALLY WELDED GROUND CONNECTION.

12 LIGHTNING ARRESTOR.

13 HANDHOLE.

DETAIL NOTES

18" DIA.

6' -0

2' -6

" 1' -6

1 SEE FIXTURE SCHEDULE FOR POLE AND FIXTURE

ASSEMBLY.

2 ANCHOR BOLTS BY POLE SUPPLIER, WELD TO REBARS.

3 CHAMFERED EDGE.

4 FINISH GRADE, COMPACT TO 95%.

5 SIX #4 REINFORCING BARS VERTICALLY ON #3 STIRRUPS

AT 18" O.C.

6 PVC CONDUIT, SCHEDULE 40.

7 RIGID GALVANIZED STEEL CONDUIT.

8 GROUND ROD.

9 1/2" PVC GROUND CONDUCTOR SLEEVE WITH #8 GROUND

CONDUCTOR.

10 BASE PLATE, LEVELING NUTS, BASE GROUT.

11 EXOTHERMICALLY WELDED GROUND CONNECTION.

12 LIGHTNING ARRESTOR.

13 HANDHOLE.

DETAIL NOTES

18" DIA.

5' -0

2' -6

" 1' -6

2"

1 DIRECT BURIAL DUCT OR RIGID PVC. SIZE AS NOTED ON PLANS.

2 3" SAND CUSHION.

3 RED MARKER TAPE ON COMPACTED FILL.

DETAIL NOTES

A APPROVED PREFABRICATED DUCT RUNS ARE ACCEPTABLE.

B PLACE PREFABRICATED DUCT BANKS ON 2" GRAVEL OR SAND.

GENERAL DETAIL NOTES

TYPE 0

TAMPED BACKFILL

2'-6" COVER

Type FL1

MINI LED FLOOD LIGHT

HOUSING: DIE-CAST ALUMINUM HOUSING.

FINISH: POLYESTER POWDER COAT FINISH. BLACK

OPTICS: TEMPERED GLASS LENS.

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

4000K

CERTIFICATION: WET LOCATION LABELED.

VOLTAGE: UNIVERSAL 120-277V.

TVSS: PROVIDE TVSS IN BASE. SURGE RATING OF 10,000A.

VARIATIONS: “FL1” 1,425 LM, 20 W, 60 DEGREE BEAM ANGLE'

PROVIDE FLOOD LIGHT CONCRETE BASE

FL1

1 SEE FIXTURE SCHEDULE FOR FIXTURE

ASSEMBLY.

2 GROUNDING BUSHING FOR CONDUIT.

3 CHAMFERED EDGE.

4 FINISH GRADE, COMPACT TO 95%.

5 SIX #4 REINFORCING BARS VERTICALLY ON

#3 SIRRUPS AT 18" O.C.

6 PVC CONDUIT, SCHEDULE 40.

7 RIGID GALVANIZED STEEL CONDUIT.

8 GROUNDING BUSHING FOR CONDUIT.

DETAIL NOTES

2"

3'-0" 2'-6"

12" DIA.

1'-0"

DARIC R.

OH

A

T

S T

E

OF

I O

HESS

E- 7 5 9 4 7

IE

F

O

R P

A

SS

NOI

GNEL

SI

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R DERET

E N

R E

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

PFB Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road Cincinnati, Ohio 45242

(513) 861 3200

Heapy Project No.: 2017-05070 Firm License No.: 01528

/2

/2

:3 :4

A

M

CORRECT FCA

DEFICIENCIES - FTD

EXTERIOR

DEFICIENCIES

10/27/2017

LIGHTING FIXTURE

DESCRIPTIONS AND DETAILS

E201

539-19-203

Cincinnati, Ohio

CLMMSG

10/27/2017

SCALE: NONE

TYPE II POLE BASE

SCALE: NONE

TYPE III POLE BASE

SCALE: NONE

SMALL UNDERGROUND DUCT

Revisions Date

SCALE: NONE

UNDERGROUND CONCRETE PULLBOX - TURF AREAS

SCALE: NONE

FLOOD LIGHT BASE

DARIC R.

OH

A

T

S T

E

OF

I O

HESS

E- 7 5 9 4 7

IE

F

O

R P

A

SS

NOI

GNEL

SI

GE

R DERET

E N

R E

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

PFB Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road Cincinnati, Ohio 45242

(513) 861 3200

Heapy Project No.: 2017-05070 Firm License No.: 01528

/2

/2

:3 :5

A

M

CORRECT FCA

DEFICIENCIES - FTD

EXTERIOR

DEFICIENCIES

10/27/2017

SITE PHOTOS

E202

539-19-203

Cincinnati, Ohio

CLMMSG

10/27/2017

Revisions Date

EXISTING POLE LIGHT

EXISTING PARKING LOT LIGHTING

EMERGENCY CALL STATION

BLUILDING 64 ROOF

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

BUILDING 64 ROOF 2

PC

EXHAUST

FAN

EXHAUST

FAN

SATELLITE

DISH

EXHAUST

FAN

EXHAUST

FAN

EXHAUST

FAN

DUCT

WORK

CANOPY

EXHAUST

FAN

DUCT

WORK

DUCT

WORK

DUCT

WORK

PENTHOUSE PENTHOUSE PENTHOUSE

CANOPY

LOWER

ROOF

LOWER

ROOF

LOWER

ROOF

AIR-COOLED

CONDENSER

AIR-COOLED

CONDENSER

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

ANTENNA

TYP.

TYP.

DARIC R.

OH

A

T

S T

E

OF

I O

HESS

E- 7 5 9 4 7

IE

F

O

R P

A

SS

NOI

GNEL

SI

GE

R DERET

E N

R E

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

PFB Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road Cincinnati, Ohio 45242

(513) 861 3200

Heapy Project No.: 2017-05070 Firm License No.: 01528

/2

/2

:3 :5

A

M

CORRECT FCA

DEFICIENCIES - FTD

EXTERIOR

DEFICIENCIES

10/27/2017

ROOF PLAN BLDG 64 - REMOVALS

ED101

539-19-203

Cincinnati, Ohio

CLMMSG

10/27/2017

SCALE: 3/32" = 1'-0"

ROOF PLAN - LIGHTINING PROTECTION - REMOVALS

PLAN NOTES

1. REMOVE ALL LIGHTNING PROTECTION AIR

TERMINALS.

2. REMOVE ALL LIGHTNING PROTECTION DOWN

CONDUCTORS.

3. REMOVE ALL LIGHTNING PROTECTION MAIN

CONDUCTORS.

4. REMOVE ALL BONDING OF MECHANICAL

EQUIPMENT, STEPS, ANTENNAS, SATELLITE

DISHES, AND OTHER EQUIPMENT.

Revisions Date

GENERAL NOTES

A. REMOVE ENTRIRE EXISTING LIGHTNING PROTECTION

SYSTEM INCLUDING ALL BONDING AND DOWN

CONDUCTORS/GROUND RODS.

MSPP

TYP.

TYP.

TYP.

SHELTER

TRAILER

TYP.

BUILDING 117

BUILDING 64

E202

E202

E202

TYP.

(GROUND

FLOOR)

EX EX EX EX

EX

EX

EX

EX

EX

EX

EX

EX

EX EX

EX

EX

EX

EX

EX

MSPP-8

PICNIC

SHELTER

SIGN

EX

GREEN

HOUSE

DARIC R.

OH

A

T

S T

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OF

I O

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E- 7 5 9 4 7

IE

F

O

R P

A

SS

NOI

GNEL

SI

GE

R DERET

E N

R E

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

PFB Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road Cincinnati, Ohio 45242

(513) 861 3200

Heapy Project No.: 2017-05070 Firm License No.: 01528

/2

/2

:3 :0

A

M

CORRECT FCA

DEFICIENCIES - FTD

EXTERIOR

DEFICIENCIES

10/27/2017

SITE PLAN - REMOVALS

ED102

539-19-203

Cincinnati, Ohio

CLMMSG

10/27/2017

SCALE: 1" = 20'-0"

SITE PLAN

PLAN NOTES

1. REMOVE SITE LIGHTING STANDARD AND CONCRETE BASE.

2. REMOVE IN-GRADE JUNCTION BOX.

3. REMOVE UNDERGROUND SITE LIGHTING CIRCUITRY BACK TO SOURCE.

4. EMERGENCY CALL STATION TO BE REMOVED FROM POLE AND

RELOCATED. MAINTAIN EXISTING EMERGENCY CALL STATION CIRCUITRY.

5. REMOVE EXISTING SITE LIGHTING 30A/2P BREAKER. REPLACE BREAKER

WITH (2) NEW 20A/1P BREAKERS.

6. APPROXIMATE LOCATION OF BUILDING 117 PANEL LOCATED ON GROUND

FLOOR.

7. REMOVE WALL MOUNTED LIGHTING FIXTURE AND CIRCUITRY BACK TO

SOURCE.

8. DO NOT REMOVE EXISTING SITE LIGHTING OR CIRCUITRY UNTIL NEW SITE

LIGHTING FIXTURES ARE INSTALLED.

9. EXISTING SITE LIGHTING FIXTURE IS NOT TO BE REPLACED WITH NEW

FIXTURE UNTIL ADDITIONAL SITE LIGHTING IS INSTALLED.

NO. 28 CLASS II COPPER LIGHTNING CONDUCTOR

DOWN IN EXTERIOR WALL CONSTRUCTION TO

LOWER ROOF OR GROUND

AIR TERMINAL DETAIL AIR TERMINAL DETAIL

AIR TERMINAL DETAILNTS

E

NTS

D

NTSC

NTS

A

NTS

NO. 28 CLASS II COPPER

LIGHTNING CONDUCTOR

(28 X 14 AWG)

CADWELD EXOTHERMIC WELD

CONNECTION TYPE "GR"

N0. 5810 5/8" X 10'-0"

COPPERCLAD GROUND ROD

NO. 230 THRU-ROOF

ASSEMBLY MOUNTED

ON CONCRETE ROOF

DECK EXTENDING

THROUGH INSULATION

& ROOFING MATERIALS

TO 6" ABOVE FINISHED

ROOF FLASHING BY

ROOFING

CONTRACTOR

NO. 28 CLASS II COPPER LIGHTNING

CONDUCTOR (28 X 14 AWG)

NO. 97 1/2" X 36" COPPER, LEAD

COATED CHIMNEY AIR TERMINAL

NO. 251L LEAD COATED

COPPER LOOP

FASTENER WITH

STAINLESS STEEL

SCREWS

NO. 28 COPPER LIGHTNING

CONDUCTOR (28 X 17 AWG)

NO. 28 COPPER

LIGHTNING

CONDUCTOR (28

X 14 AWG)

NO. A37 ALUMINUM

LIGHTNING

CONDUCTOR

NO. A150 ALUMINUM FLAT

SURFACE PLATE

NO. A81 5/8" X 12"

ALUMINUM AIR TERMINAL

NO. A251 ALUMINUM

LOOP CABLE CLIP

NO. A217 ALUMINUM

BONDING PLATE

NO. 211 BIMETAL

CONNECTOR

1/2" STAINLESS STEEL

OR BRASS THREAD

ROD

2" SCHEDULE 40 PVC

WITH CAP LENGTH AS

REQUIRED

NO. 251 COPPER LOOP CABLE CLIP WITH

STAINLESS STEEL SCREW (3'-0" O.C.)

NO. 28 COPPER

LIGHTNING

CONDUCTOR (28

X 14 AWG)

NO. 71, 1/2" X 12"

COPPER AIR TERMINAL

NO. 150 BRONZE

FLAT SURFACE

BASE

B

LIGHTNING PROTECTION

GROUNDING DETAIL

LIGHTNING PROTECTION

THRU-ROOF DETAIL

LIGHTNING PROTECTION

LIGHTNING PROTECTIONLIGHTNING PROTECTION

TYP.

TYP.

TYP.

PENTHOUSE PENTHOUSE PENTHOUSE

CANOPY CANOPY

LOWER

ROOF

LOWER

ROOF

TYP.

TYP.

TYP.

LOWER

ROOF

EXHAUST

FAN

SATELLITE

DISH

EXHAUST

FAN

DUCT

WORK

DUCT

WORK

DUCT

WORK

EXHAUST

FAN

EXHAUST

FAN

DUCT

WORK5

EXHAUST

FAN

AIR-COOLED

CONDENSER

ANTENNA

AIR-COOLED

CONDENSER

EXHAUST

FAN

TYP.

E202

E202

DARIC R.

OH

A

T

S T

E

OF

I O

HESS

E- 7 5 9 4 7

IE

F

O

R P

A

SS

NOI

GNEL

SI

GE

R DERET

E N

R E

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

PFB Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road Cincinnati, Ohio 45242

(513) 861 3200

Heapy Project No.: 2017-05070 Firm License No.: 01528

/2

/2

:3 :0

A

M

CORRECT FCA

DEFICIENCIES - FTD

EXTERIOR

DEFICIENCIES

10/27/2017

ROOF PLAN BLDG 64 - LIGHTINING

PROTECTION

EL101

539-19-203

Cincinnati, Ohio

CLMMSG

10/27/2017

N

Scale: 3/32" = 1'-0"

ROOF PLAN - LIGHTINING PROTECTION

PLAN NOTES

1. LIGHTNING PROTECTION AIR TERMINALS.

2. LIGHTNING PROTECTION DOWN CONDUCTOR

AND GROUND ROD.

3. LIGHTNING PROTECTION MAIN CONDUCTOR.

4. BOND STEPS AND LADDERS TO LIGHTNING

PROTECTION SYSTEM.

5. BOND MECHANICAL EQUIPMENT TO

LIGHTNING PROTECTION SYSTEM.

6. BOND SATELLITE DISH TO LIGHTNING

PROTECTION SYSTEM.

7. EXCAVATE/CUT AND PATCH ASPHALT AS

NEEDED TO INSTALL LIGHTNING PROTECTION

DOWN CONDUCTORS AND GROUND RODS.

8. BOND ANTENNA TO LIGHTNING PROTECTION

SYSTEM.

GENERAL NOTES

A. REFER TO ARCHITECTURAL PHASING PLAN AND INCLUDE ALL

WORK NECESSARY TO ACCOMMODATE PHASING.

B. REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION ON

SMOKE COMPARTMENTS, SMOKE PARTITIONS AND FIRE

BARRIERS.

C. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF

FIRE RATED WALL ASSEMBLIES. ALL PENETRATIONS THROUGH

FIRE RATED ASSEMBLIES SHALL BE PROTECTED AND/OR FIRE

STOPPED AS REQUIRED TO MAINTAIN FIRE RATINGS AS

INDICATED.

D. LIGHTNING PROTECTION PLAN SHOWN FOR REFERENCE

ONLY. SYSTEM SHALL BE DESIGNED PER NFPA 780 AND

SUBMITTED WITH SHOP DRAWINGS.

E. COMPLETED SYSTEM SHALL MEET THE INSTALLATION

REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS,

"UL96A" OF UNDERWRITERS LABORATORIES INC., NFPA 780

AND SHALL BEAR THE MASTER LABEL OF UNDERWRITERS

LABORATORIES INC.

F. LAYOUT IS FOR BIDDING PURPOSE AND REFERENCE ONLY.

SUCCESSFUL CONTRACTOR SHALL PREPARE FINAL LIGHTNING

PROTECTION DRAWINGS AND DETAIL AND SUBMIT DURING

SHOP DRAWING PHASE FOR REVIEW.

G. REFER TO LIGHTNING PROTECTION SPECIFICATIONS.

H. INCLUDE BONDING OF ALL ROOF MOUNTED EQUIPMENT,

VENTS, ETC PER NFPA 780.

EXHAUST

FAN

EXHAUST

FAN

EXHAUST

FAN

EXHAUST

FAN

EXHAUST

FAN

TYP.

TYP.

TYP.

DARIC R.

OH

A

T

S T

E

OF

I O

HESS

E- 7 5 9 4 7

IE

F

O

R P

A

SS

NOI

GNEL

SI

GE

R DERET

E N

R E

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

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

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

PFB Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road Cincinnati, Ohio 45242

(513) 861 3200

Heapy Project No.: 2017-05070 Firm License No.: 01528

/2

/2

:3 :0

A

M

CORRECT FCA

DEFICIENCIES - FTD

EXTERIOR

DEFICIENCIES

10/27/2017

ROOF PLAN BLDG 117 -

LIGHTNING PROTECTION

EL102

539-19-203

Cincinnati, Ohio

CLMMSG

10/27/2017

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

ROOF PLAN BLDG 117 - LIGHTNING PROTECTION

PLAN NOTES

1. LIGHTNING PROTECTION AIR TERMINALS.

2. LIGHTNING PROTECTION DOWN CONDUCTOR

AND GROUND ROD.

3. LIGHTNING PROTECTION MAIN CONDUCTOR.

4. BOND MECHANICAL EQUIPMENT TO LIGHTNING

PROTECTION SYSTEM.

5. EXCAVATE/CUT AND PATCH ASPHALT AS

NEEDED TO INSTALL LIGHTNING PROTECTION

DOWN CONDUCTORS AND GROUND RODS.

GENERAL NOTES

A. REFER TO ARCHITECTURAL PHASING PLAN AND INCLUDE ALL

WORK NECESSARY TO ACCOMMODATE PHASING.

B. REFER TO ARCHITECTURAL DRAWINGS FOR INFORMATION ON

SMOKE COMPARTMENTS, SMOKE PARTITIONS AND FIRE

BARRIERS.

C. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF

FIRE RATED WALL ASSEMBLIES. ALL PENETRATIONS

THROUGH FIRE RATED ASSEMBLIES SHALL BE PROTECTED

AND/OR FIRE STOPPED AS REQUIRED TO MAINTAIN FIRE

RATINGS AS INDICATED.

D. LIGHTNING PROTECTION PLAN SHOWN FOR REFERENCE

ONLY. SYSTEM SHALL BE DESIGNED PER NFPA 780 AND

SUBMITTED WITH SHOP DRAWINGS.

E. COMPLETED SYSTEM SHALL MEET THE INSTALLATION

REQUIREMENTS FOR LIGHTNING PROTECTION SYSTEMS,

"UL96A" OF UNDERWRITERS LABORATORIES INC., NFPA 780

AND SHALL BEAR THE MASTER LABEL OF UNDERWRITERS

LABORATORIES INC.

F. LAYOUT IS FOR BIDDING PURPOSE AND REFERENCE ONLY.

SUCCESSFUL CONTRACTOR SHALL PREPARE FINAL

LIGHTNING PROTECTION DRAWINGS AND DETAIL AND SUBMIT

DURING SHOP DRAWING PHASE FOR REVIEW.

G. REFER TO LIGHTNING PROTECTION SPECIFICATIONS.

H. INCLUDE BONDING OF ALL ROOF MOUNTED EQUIPMENT,

VENTS, ETC PER NFPA 780.

PL2 PL2

PL2

PL1

PL1

PL1

PL1 PL1

PL1

PL1

PL1

PL1

PL2

PL2

PL2

PL2

PL2

PL2

PL2

PL2

PL2

TRAILER

BUILDING 117

BUILDING 64

SIGN

MSPP

PULL BOX

MSPP-33,35

BLDG 117- 13,15PANEL

PULL BOX

92-1"C

(GROUND

FLOOR)

5 5

E201

TYP.

EX EX EX EX

EX

EX

EX

EX

EX

EX

EX

EX

EX EX

EX

E…