Project Drawings 3 of 3.pdf

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A-531 G

A-531 M

109A

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112 ADMIN./COPY/MAIL

100A

VEST.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-301

BUILDING SECTIONS

11/16/2020 SW MD

KEYNOTE LEGEND

1 INSTALL INSULATED FURRING EXTENTS OF WALL PER PARTITION

DETAILS

2 INSTALL SINGLE TIER LOCKERS - 1'x1'x6'

4 INSTALL NEW FLOOR ASSEMBLY AS DETAILED - REFER TO STRUCTURAL

DRAWINGS FOR STRUCTURE AND ELEVATION.

5 REPLACE CURRENT ASSEMBLED STAIR WITH SHIPS LADDER

6 REPLACE CURRENT ROOFING SYSTEM, INCLUDING TAPERED INSULATION

TO ACHIEVE DESIRED SLOPES. PROVIDE COLD-ADHESIVE APPLIED

TWO-LAYER SBS MODIFIED BITUMEN ROOFING MEMBRANE

7 INSTALL INSULATED INTERIOR ROOF STRUCTURE WITH METAL DECK AND

R-30 FACED INSULATION - REFER TO STRUCT.

8 GRAY LINES INDICATE SLOPE IN 2" TOPPING SLAB TO TERMINATE AT

TRENCH DRAIN. 1/8"/12" MIN.

10 MAINTAIN EXISTING FRAME, REPLACE DOOR WITH 6' 10" H.M. DOOR AS

SCHEDULED. MOUNT DOOR 2" ABOVE BOTTOM OF EXISTING FRAME.

11 ADD NON-VENTING SHEET METAL CHIMNEY CAP TO EXISTING ROOF

CURB ONCE VENTILATORS HAVE BEEN REMOVED - SIZES ARE BASED ON

EXISTING DRAWINGS AND MUST BE FIELD VERIFIED BY CONTRACTOR.

REFER TO MECHANICAL DRAWINGS AND DETAILS ON A-181

12 PAINT EXISTING FRAMES AND MUNTINS P-1, TYP. ADD 7-MIL

NON-SHATTER FILM TO EACH EXISTING GLASS PANE TO REMAIN.

13 NEW ALUMINUM WINDOW - REFER TO A-602

14 EXISTING DOOR TO REMAIN - PAINT EXPOSED METAL SURFACES P-1

15 CONCRETE BOLLARD - REFER TO CIVIL FOR DETAILS

16 EXISTING STAIR AND SHIP LADDER - NO WORK

17 EXISTING LADDER - NO WORK

Revisions: Date:

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107 LOCKERS

TOILET

TOOL

ROOM

I.T.

ELEC.

GROUNDS

MAINTENANCE

GARAGE

⌥4

⌥4

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A-531 M

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ADMIN./COPY/MAIL

100A

MANAGER'S

OFFICE

CORRIDOR

DRIVER

WORKSTATION

LOCKERS

105 108107

A-351 B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-302

BUILDING SECTIONS

11/16/2020 Checker Author

KEYNOTE LEGEND

08 3113.A1 ACCESS DOOR AND FRAME

1 INSTALL INSULATED FURRING EXTENTS OF WALL PER PARTITION

DETAILS

2 INSTALL SINGLE TIER LOCKERS - 1'x1'x6'

4 INSTALL NEW FLOOR ASSEMBLY AS DETAILED - REFER TO STRUCTURAL

DRAWINGS FOR STRUCTURE AND ELEVATION.

5 REPLACE CURRENT ASSEMBLED STAIR WITH SHIPS LADDER

6 REPLACE CURRENT ROOFING SYSTEM, INCLUDING TAPERED INSULATION

TO ACHIEVE DESIRED SLOPES. PROVIDE COLD-ADHESIVE APPLIED

TWO-LAYER SBS MODIFIED BITUMEN ROOFING MEMBRANE

7 INSTALL INSULATED INTERIOR ROOF STRUCTURE WITH METAL DECK AND

R-30 FACED INSULATION - REFER TO STRUCT.

8 GRAY LINES INDICATE SLOPE IN 2" TOPPING SLAB TO TERMINATE AT

TRENCH DRAIN. 1/8"/12" MIN.

10 MAINTAIN EXISTING FRAME, REPLACE DOOR WITH 6' 10" H.M. DOOR AS

SCHEDULED. MOUNT DOOR 2" ABOVE BOTTOM OF EXISTING FRAME.

11 ADD NON-VENTING SHEET METAL CHIMNEY CAP TO EXISTING ROOF

CURB ONCE VENTILATORS HAVE BEEN REMOVED - SIZES ARE BASED ON

EXISTING DRAWINGS AND MUST BE FIELD VERIFIED BY CONTRACTOR.

REFER TO MECHANICAL DRAWINGS AND DETAILS ON A-181

12 PAINT EXISTING FRAMES AND MUNTINS P-1, TYP. ADD 7-MIL

NON-SHATTER FILM TO EACH EXISTING GLASS PANE TO REMAIN.

13 NEW ALUMINUM WINDOW - REFER TO A-602

14 EXISTING DOOR TO REMAIN - PAINT EXPOSED METAL SURFACES P-1

15 CONCRETE BOLLARD - REFER TO CIVIL FOR DETAILS

16 EXISTING STAIR AND SHIP LADDER - NO WORK

17 EXISTING LADDER - NO WORK

6' -1

1" 1'

-4

/4

A-531 B

A-531 C

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/8

08 5113.A1

08 3300.A1

2"

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08 5113.A1

09 5100.A1

09 5100.G2

P-5

P-2

09 2900.D4

09 2900.J1

07 2113.B4

07 1326.B1

09 2216.C1

09 2900.D4

07 2113.A8

07 9200.C2

A-602 B

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1'

-0

1' -0

1'

-0

1' -0

1'

-0

1' -0

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7' -1

0" 2"

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A-531 M

SIM.

A-531 G

SIM.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-351

WALL SECTIONS

11/16/2020 SW MD

03 3000.A8 2" CONCRETE TOPPING SLAB - SLOPED, REFER TO PLAN

03 3000.B5 CONCRETE STAIR - REFER TO STRUCTURAL

05 5000.D5 3/4" STEEL LADDER RUNGS, EQUALLY SPACED AT 12- O.C. MAXIMUM

05 5000.D9 2" X 3/8" STEEL PLATE SIDE RAILS, CONT.

05 5000.D10 3" X 3" X 3/8" X 8" L. STL. STANDOFF BRACKETS - WELD TO VERTICALS

05 5000.F1 METAL SHIPS' LADDER

05 5000.P1 STEEL ANGLE

05 5213.A0 METAL HANDRAIL

07 1326.B1 DRAINAGE BOARD

07 2113.A8 R-30 BLANKET INSULATION

07 2113.B4 2" RIGID INSULATION

07 9200.C2 PROVIDE CONTINUOUS ACOUSTIC SEALANT WHEN GYP. BD. TERMINATES

AT DECK

08 3300.A1 OVERHEAD COILING DOOR - REFER TO DOOR SCHEDULE

08 5113.A1 ALUMINUM WINDOW

09 2216.C1 3 5/8" NON-STRUCTURAL METAL STUD FRAMING

09 2900.D4 5/8" GYPSUM BOARD - MOISTURE AND MOLD RESISTANT, TYPE 'X'

09 2900.J1 CORNER BEAD

09 5100.A1 ACOUSTICAL PANEL CEILING - REFER TO PLAN FOR TYPE

09 5100.G2 EXTRUDED-ALUMINUM EDGE MOLDING

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2' - 0"2' - 0"2' - 0"2' - 0"1"

8'-2"

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1'

-8

4" 3'

-0

2"

P1

1 1/2"

12 3600.B1

12 3600.B2

12 3100.A1

T4

T5T2

T4 T2

T5

7/

8" 6'

-5

/8

1' -0

7' -1

7/

8"

TOILET

TOILET

7 1/2" 7'-4 1/2"

94A

94A

94Y

94F

94F

94Y

93X

94AT3

T1

T3

T1 T6

T6

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1' -3

5'

-9

2"

2' -0

2'

-2

2' -1

0" 2"

R1

12 3600.H1

12 3600.H3

1 1/2" 3'-0" 2'-6" 1'-3" 3 1/8" FILLER

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4"

2' - 1"

3 MM PVC EDGE

PLASTIC LAMINATE CLAD

CABINET DRAWER FACE

PLASTIC LAMINATE CLAD

FIXED PANEL

PLASTIC LAMINATE CLAD

FIXED SHELF

2' - 0"

1/

2" 1'

-6

9"

PROVIDE BACKSPLASH AS

INDICATED

NOTE: REFER TO FINISH SCH. FOR

FLOOR AND BASE TYPES

REMOVABLE PANELS: PLAM. ON 3/4"

MDF. MELAMINE OCCURS ON INSIDE.

FASTEN WITH CHROME SCREWS AND

GROMMETS TO CLEATS AT CABINET

SIDES

2x2 P.T. WOOD CLEAT BEYOND.

PROVIDE AT EACH SIDE PANEL

FOR SUPPORT OF ACCESS PANELS.

NOTE: SINK MUST BE 6" DEEP AS

INDICATED. SEE PLUMBING DWGS.

DRAIN PIPE AND TRAP TO CLEAR ACCESS

PANEL. FIELD VERIFY AND COORDINATE

WITH CASEWORK DIMENSIONS INDICATED.

REFER TO CASEWORK ELEVATION FOR

COUNTERTOP MATERIAL

6" 10" 8"

2'

3"

SEE PLUMB. FOR FAUCET TYPE

2'

" T

O T

O P

O F

S

IN

K R

IM

6" BOTTOM PANEL UNDER SINK: PLAM. ON

1/2" MDF. MELAMINE OCCURS ON INSIDE.

1' - 0"

FIRE RETARDANT TREATED,

CONTINUOUS WOOD

BLOCKING, TYPICAL.

2'

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R E

FE

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C A

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4"

2' - 1"

REFER TO CASEWORK

ELEVATION FOR

COUNTERTOP MATERIAL

PLASTIC LAMINATE CLAD

ADJUSTABLE SHELF

PLASTIC LAMINATE CLAD

CABINET DOOR

PLASTIC LAMINATE CLAD

FIXED PANEL

PLASTIC LAMINATE CLAD

FIXED SHELF

CABINET INTERIORS TO BE

THERMOSET OVERLAY

A .F

.F . U

N

LE

S S

A D

JA

C

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T T

O A

S

IN

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IF

A

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0" A

.F .F

4"

1/ 2"

1/ 4"

1/

2"

1/ 4"7

1/ 2"

1/ 4"

5/

8"

ALL CONCEALED

SPACES TO BE

THERMOSET

OVERLAY.

PLAM DRAWERS

AS SHOWN ON

ELEVATIONS -

PLAM ON 3/4"

MDF.

REFER TO FINISH

SCH. FOR BASE TYPE

1' - 0" 3/4"

UNDER CABINET LIGHT

FIXTURE MAY OCCUR - REFER

TO ELEVATIONS &

ELECTRICAL

2"

FIRE RETARDANT TREATED,

CONTINUOUS WOOD

BLOCKING, TYPICAL.

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2"

4'-0 1/4"2'-0"

12 3600.H1

12 3600.H2

⇧.+0⌥

SIM.

R2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-401

INTERIOR DETAILS

11/16/2020 SW MD

06 0000.A1 REFER TO CASEWORK ELEVATION FOR COUNTERTOP MATERIAL

06 1000.E1 FIRE RETARDANT TREATED, CONTINUOUS WOOD BLOCKING

06 2000.A6 CABINET INTERIORS TO BE THERMOSET OVERLAY

06 2000.B1 PLASTIC LAMINATE CLAD CABINET DOOR

06 2000.C1 PLASTIC LAMINATE CLAD CABINET DRAWER FACE

06 2000.F1 PLASTIC LAMINATE CLAD FIXED PANEL

06 2000.H1 PLASTIC LAMINATE CLAD FIXED SHELF

06 2000.H2 PLASTIC LAMINATE CLAD ADJUSTABLE SHELF

12 3100.A1 PAINTED STEEL CABINET

12 3600.A1 STAINLESS STEEL COUNTERTOP

12 3600.B1 STAINLESS STEEL SHELVING

12 3600.B2 STAINLESS STEEL SHELVING BRACKET

12 3600.D2 3 MM PVC EDGE

12 3600.H1 SOLID SURFACE COUNTERTOP

12 3600.H2 SOLID SURFACE BACKSPLASH

12 3600.H3 SOLID SURFACE BACKSPLASH - 2 SIDES

26 5100.D1 UNDER CABINET LIGHT FIXTURE MAY OCCUR - REFER TO ELEVATIONS &

ELECTRICAL

M1 HYDRAULIC LIFT - REF. DIVISION 14 ALTERNATE # 3,

O.F.C.I.

M2 VINYL WASH BAY CURTAIN

M3 WALL MOUNTED POWER WASHER ALTERNATE #4,

O.F.C.I.

10 2800 - TOILET ACCESSORY

T1 GRAB BAR SET: 36" BACK, 42" SIDE, 18" VERTICAL C.F.C.I.

T2 FRAMED MIRROR - 18" x 30" C.F.C.I.

T3 TOILET PAPER DISPENSER - SINGLE ROLL O.F.C.I.

T4 PAPER TOWEL DISPENSER - SURFACE MOUNTED O.F.C.I.

T5 SOAP DISPENSER - SURFACE MOUNTED, VERTICAL O.F.C.I.

T6 STAINLESS STEEL UTILITY SHELF C.F.C.I.

10 4413 - FIRE EQUIPMENT

F1 SEMI-RECESSED FIRE EXTINGUISHER CABINET

F2 RECESSED FIRE EXTINGUISHER CABINET

22 0000 - PLUMBING FIXTURES

P1 WALL MOUNTED EMERGENCY EYEWASH STATION SEE PLUMBING

EQUIPMENT - NIC

R1 REFRIGERATOR O.F.O.I.

R2 MICROWAVE O.F.O.I.

E

Q E

Q

1' -1

09 2900.D2

09 2216.C1

09 2216.C3

05 1200.A5

09 2900.D2

10 5/8"

07 2113.B3

09 2900.D2

09 2900.J1

09 2216.A1

09 2216.A3

09 2216.C1

09 2216.C3

07 2113.A2

8" 8"

6 1/2" 6 1/2"

3 1/4" 3 1/4"

05 1200.A5

09 2900.J1

09 2216.C1

09 2216.C3

07 2113.B3

09 2900.D1

4 7/8"

1 3/8"

5 7/8"

09 2900.D1

5"

6 1/4"

07 2113.A2

05 1200.A5

08 1113.B2

08 1113.A2

8 3/4"

09 2900.D4

09 2900.J1

09 2216.B1

07 2113.B4

07 1326.B1

07 1326.B1

09 2900.D4

07 9200.A1

04 2000.J2

3/ 8"

2"

1"

07 1326.B1

07 2113.B4

09 2216.C1

09 2900.D2

05 1200.A5

1'-1" 1/4" 2" 3 5/8" 5/8"

1' -0

09 2216.C1

09 2216.C1

12 3600.K1

BELOW

09 2900.J4

09 2900.D2

09 2216.C1

09 2900.J1

07 2113.B3

09 2900.D4

09 2900.J4

09 2216.C1

3 1/4" 1'-4 3/4" 5/8" 3 5/8"

1 1/2"

5/8"

/4

3/ 8"

3/

4"

1'-8"

07 2113.A2

09 2900.D4

09 2900.D2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-501

PLAN DETAILS

11/16/2020 Checker Author

04 2000.J2 MORTAR

05 1200.A5 EXISTING STRUCTURAL STEEL COLUMN

07 1326.B1 DRAINAGE BOARD

07 2113.A2 R-13 BLANKET INSULATION

07 2113.B3 1 1/2" RIGID INSULATION

07 2113.B4 2" RIGID INSULATION

07 9200.A1 CONTINUOUS SEALANT

08 1113.A2 HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE

08 1113.B2 WELD-IN TUBE & STRAP ANCHOR

09 2216.A1 1 5/8" NON-STRUCTURAL METAL STUD FRAMING

09 2216.A3 1 5/8" METAL RUNNER

09 2216.B1 2 1/2" NON-STRUCTURAL METAL STUD FRAMING

09 2216.C1 3 5/8" NON-STRUCTURAL METAL STUD FRAMING

09 2216.C3 3 5/8" METAL RUNNER

09 2900.D1 5/8" GYPSUM BOARD - TYPE 'X'

09 2900.D2 5/8" GYPSUM BOARD - ABUSE RESISTANT, TYPE 'X'

09 2900.D4 5/8" GYPSUM BOARD - MOISTURE AND MOLD RESISTANT, TYPE 'X'

09 2900.J1 CORNER BEAD

09 2900.J4 CONTROL JOINT

12 3600.K1 SOLID SURFACE CAP

⌃65���⌧⌅⇢⌅⌧ ⌥*⌥2�. *3

07 1326.B1

07 2113.B4

09 2216.C1

09 2900.D4

09 0000.B1

04 2000.J11

07 9200.A1

07 9200.A1

03 3000.A8

03 3000.D1 03 3000.G1

07 6200.Q1

⇧�8����5⇧"⌅ ⌥⌥+2�. 3

05 1200.E1

05 4000.C1

08 3300.A1

09 2900.J1

09 2900.D4

05 4000.F1

4 3/4" 7 1/4"

06 1000.C1

05 4000.C1

05 7000.V1

07 9200.B1

08 5113.D1

08 5113.A1

08 5113.A1

05 1200.A4

05 7000.A1

04 2000.A15

09 0000.D1

05 3100.A1

09 2900.J3

05 2100.A1

07 2113.B4

07 2113.B2

5216.11.F1

1/ 2"

R -3

M

IN

07 9200.B1

06 1000.A11

08 5113.D1

06 1000.A11

09 0000.D105 1200.A6

A-602 D

SIM.

09 0000.D1

05 2100.A1

5216.11.F1

07 2113.B2

07 2113.B4

R -3

M

IN

5"

05 3100.A1

09 2900.D4

09 2216.C1

07 2113.B4

09 2900.D4

09 2216.C1

09 2216.A3

PAINT P-5

1/4"

07 1326.B1

07 9200.C2

EXISTING STEEL

WINDOW

TAPER BLOCKING AND

DRAINAGE MAT AS SHOWN IN

ELEVATION BELOW

⌥)�3�)�⌥�3 ⌥)�3�)�⌥�3

07 1326.A1

07 1326.B1

07 2113.B4

09 2216.C1

09 2900.D4

09 2900.J1

06 1000.C1

A-602 D

"5��!⇤�⌧⌅⇢⌅⌧ ⌥**2�. *3

⌃65���⌧⌅⇢⌅⌧ ⌥*⌥2�. *3

09 0000.B1

A-531 A

SIM.

2"

05 2100.A1

09 6500.A1

03 3000.C1

06 1000.C1

09 2900.H1

05 1200.A1

05 1200.A1

3"

3"

10 2239.A1

T.O. CURTAIN TRACK @ 16'-0"

4"

3" 3"

T.O. CURTAIN TRACK @ 16'-0"

10 2239.B1

05 1200.A1

05 1200.A1

05 1200.A1

EXISTING STEEL COLUMN

07 1326.A1

07 2113.B4

07 1326.B1

09 2216.C1

06 1000.C1

TAPER BLOCKING AND

DRAINAGE MAT AS SHOWN IN

ELEVATION BELOW

08 1113.A2

07 9200.A1

05 1200.G1

09 2900.J1

09 2900.D4

08 1113.C1

⌥)�3�)�⌥�3 ⌥)�3�)�⌥�3

0"2 7/8"

⇧�8����5⇧"⌅ ⌥⌥+2�. 3

⌥⌥⌦2�.�⌦3

09 2216.K7

09 2216.C1

09 2900.D4

05 2100.A1

09 2900.J1

09 2900.D4

07 9200.A1

08 5113.A1 05 3100.A1

05 1200.E1

5216.11.F1

07 2113.B4

07 2113.B2

M

IN

. R -3

05 4000.C1

A-602 A

⇧�8����5⇧"⌅ ⌥⌥+2�. 3

09 2900.H1

05 1200.C1

07 2113.B3

09 2216.C1

05 2100.A1

09 2900.H1

09 2216.C3

09 2900.H1

07 2113.B3

09 2216.C1

09 2216.C3

07 2113.A3

07 2113.A3

07 2113.B4

07 2113.B2

5216.11.F1

R -3

M

IN

5"

09 2900.J4

09 2900.H1

05 3100.A1

05 2100.A1

09 0000.D1

09 2900.D2

07 2113.B3

09 2216.C1

09 2216.A3

09 2216.C1

09 2216.C3

09 2216.C1

09 2900.H1

07 2113.A3

07 2113.C2

07 9200.C2

05 4000.C1 07 2113.B4

07 2113.B2

M

IN

. R -3

5"

5216.11.F1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-531

ENLARGED SECTION DETAILS

11/16/2020 SW MD

03 3000.A8 2" CONCRETE TOPPING SLAB - SLOPED, REFER TO PLAN

03 3000.C1 CONCRETE SLAB WITH METAL DECKING - REFER TO STRUCTURAL

03 3000.D1 BOND BREAK

03 3000.G1 SAW CUT OPENING FOR WEEP VENTS AT AN ANGLE TO ALLOW FOR

FLASHING UNDER DRAINAGE BOARD

04 2000.A15 EXISTING MASONRY WALL - CUT BRICK AS REQ'D

04 2000.J11 WEEPS WITH WICKING MATERIAL - SPACED @ 24" O.C.

05 1200.A1 STRUCTURAL STEEL - REFER TO STRUCTURAL

05 1200.A4 EXISTING STRUCTURAL STEEL BEAM ASSEMBLY - REFER TO

STRUCTURAL

05 1200.A6 EXISTING LINTEL ASSEMBLY - V.I.F.

05 1200.C1 STRUCTURAL STEEL BEAM - REFER TO STRUCTURAL

05 1200.E1 STRUCTURAL STEEL PLATE - REFER TO STRUCTURAL

05 1200.G1 STRUCTURAL STEEL LINTEL - REFER TO STRUCTURAL

05 2100.A1 STEEL JOIST - REFER TO STRUCTURAL

05 3100.A1 STEEL DECK - REFER TO STRUCTURAL

05 4000.C1 CONTINUOUS COLD-FORMED METAL ANGLE

05 4000.F1 1 5/8" COLD-FORMED METAL STUD

05 7000.A1 DECORATIVE BREAK METAL - MATCH SURROUNDING ALUMINUM

WINDOWS

05 7000.V1 DECORATIVE FORMED METAL FASCIA - MATCH EXISTING PROFILE - PAINT

06 1000.A11 EXISTING WOOD BRACING

06 1000.C1 CONTINUOUS WOOD BLOCKING

07 1326.A1 BITUMINOUS SHEET WATERPROOFING

07 1326.B1 DRAINAGE BOARD

07 2113.A3 R-15 BLANKET INSULATION

07 2113.B2 1" RIGID INSULATION

07 2113.B3 1 1/2" RIGID INSULATION

07 2113.B4 2" RIGID INSULATION

07 2113.C2 FILL VOID WITH BLANKET INSULATION

07 5216.11.F1 1/2" FIBERGLASS MAT GYPSUM ROOF COVER BOARD

07 6200.Q1 CONTINUOUS SHEET METAL FLASHING

07 9200.A1 CONTINUOUS SEALANT

07 9200.B1 CONTINUOUS SEALANT AND BACKER ROD

07 9200.C2 PROVIDE CONTINUOUS ACOUSTIC SEALANT WHEN GYP. BD. TERMINATES

AT DECK

08 1113.A2 HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE

08 1113.C1 GROUT-FILL HOLLOW METAL FRAME

08 3300.A1 OVERHEAD COILING DOOR - REFER TO DOOR SCHEDULE

08 5113.A1 ALUMINUM WINDOW

08 5113.D1 ALUMINUM RECEPTOR SYSTEM

09 0000.B1 REFER TO FINISH SCHEDULE FOR BASE

09 0000.D1 REFER TO REFLECTED CEILING PLANS FOR CEILING TYPE AND HEIGHT

09 2216.A3 1 5/8" METAL RUNNER

09 2216.C1 3 5/8" NON-STRUCTURAL METAL STUD FRAMING

09 2216.C3 3 5/8" METAL RUNNER

09 2216.K7 BRIDGING CLIP ANGLE AT EACH STUD

09 2900.D2 5/8" GYPSUM BOARD - ABUSE RESISTANT, TYPE 'X'

09 2900.D4 5/8" GYPSUM BOARD - MOISTURE AND MOLD RESISTANT, TYPE 'X'

09 2900.H1 5/8" TILE BACKING BOARD

09 2900.J1 CORNER BEAD

09 2900.J3 J" CASING BEAD

09 2900.J4 CONTROL JOINT

09 6500.A1 RESILIENT FLOORING - REFER TO PLAN FOR TYPE

10 2239.A1 FOLDING PANEL PARTITION

10 2239.B1 FOLDING VINYL PARTITION CURTAIN AND TRACK

1/2"

PLAN

SEE

FLOOR 1/2"

09 2900.D2

08 1113.B1

08 1113.A2

08 1113.C2

07 9200.A1

09 2900.D2

08 1113.A2

07 9200.A1

1/2"

PLAN

SEE

FLOOR 1/2"

09 2216.C1

09 2216.C2

09 2216.E4

08 1113.B1

08 1113.A2

07 9200.A1

09 2900.K1

07 2113.B3 09 2900.D4

06 1000.C1

1/4" 5 7/8" 1/4"

08 1113.B1

08 1113.A2

07 9200.A1

09 2900.K1

07 2113.B3 09 2900.D4

05 4000.P2

05 4000.F4

07 2113.A3

06 1000.C1

1/4" 5 7/8" 1/4"

SEE SCH. SEE SCH.

S E

E S

C H

S E

E S

C H

S E

E S

C H

. F O

R G

L.

1'

0"

SEE SCH.

S E

E S

C H

S E

E S

C H

. F O

R G

L.

SEE SCH.

S E

E S

C H

S E

E S

C H

. F O

R G

L.

5" 5" 6" 9"

8" 2'

/2

6" 6"

8" 2'

/2

2" 2"

2"

4"

2"2"

1' -4

/2

M

A X

E

Q E

Q 1'

1"

ANSI DOOR HARDWARE LOCATIONS

NOTE: DOORS OVER

90" TALL HAVE 2 PAIR

OF HINGES

LOCKSETS, EXIT

DEVICES, HOSPITAL

LATCHES

PULL PLATE,

COMBINATION PUSH &

PULL BARS

PUSH PLATE, HOSPITAL

ARM PULLS

DEADLOCK

SECURITY VIEWER

ASSUMES 3/4" DOOR UNDERCUT

GENERAL NOTE

1.

2.

3.

/4

FINISH FLOOR

REFER TO WALL SECTIONS & INTERIOR PARTITION TYPES FOR ADDITIONAL NOTES

REGARDING TYPICAL WALL CONSTRUCTION.

HANDING AS INDICATED ON PLANS.

PROVIDE LEAD LINED HOLLOW METAL FRAMES IN THICKNESS EQUIVALENCY AS

INDICATED ON THE FLOOR PLANS.

ROOM SIDE - PULL

CORRIDOR SIDE - PUSH

PARALLEL-ARM CLOSER,

MOUNTED TO DOOR

REGULAR MOUNT CLOSER,

MOUNTED TO DOOR

DOOR CLOSER LOCATIONS - UNLESS OTHERWISE NOTED

ROOM SIDE - PUSH

CORRIDOR SIDE - PULL

2' -0

4'

-1 0"

2"

6'-0"

GL-2

⇧.0*⌥

⇧.0*⌥

⌃65���⌧⌅⇢⌅⌧ ⌥*⌥2�. *3

4'-0"

3' -1

0" 3'

-0

2"

GL-1

⇧.0*⌥

⇧.0*⌥

⌃65���⌧⌅⇢⌅⌧ ⌥*⌥2�. *3

3' -1

0" 3'

-0

2"

6'-0"

GL-1

⇧.0*⌥

⇧.0*⌥

1" 4 1/2" 1"

6 3/8"

09 2900.K1

07 9200.A1

08 4113.A0

09 2900.D4

07 2113.B3

05 4000.C1

05 4000.F4

07 2113.A3

06 1000.C1

06 1000.C5

09 2900.K1

09 2900.D4

07 2113.B305 4000.P2

07 9200.A1

09 2900.K1

09 2900.D2

05 4000.F4

08 4113.A0

06 1600.D3

07 9200.A1

05 7000.A1

08 3300.B1

08 3300.B2

09 2900.J1

09 2900.D4

07 9200.A1

09 2216.B1

07 2113.B4

07 1326.B1

5/8" 6 7/8"

/4

1"

5/8"

04 2000.A15

CUT AS REQUIRED

04 2000.A16

08 3300.D1

⇧�8����5⇧"⌅ ⌥⌥+2�. 3

05 1200.A6

05 1200.A4

08 3300.A1

EXISTING WALL ASSEMBLY

04 2000.A0

EXISTING

05 5000.Q4 05 5000.Q4

07 9200.B1

08 3300.E2

08 3300.B1

08 3300.A2

08 3300.B1

FACE OF EXISTING

CONCRETE BEAM OVERHEAD

EXTEND TO BEAM

OVERHEAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-601

DOOR AND WINDOW SCHEDULE

AND DETAILS

11/16/2020 SW MD

100-A PR. 2' - 6" 2' - 6" 7' - 0" 1 3/4" H.M. N H.M. C/A-501 N/A-531 -- -- 7 0

100-B -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 3 0

100-C PR. 3' - 8 1/4" 3' - 8 1/4" 6' - 10" 1 3/4" H.M. F -- -- -- -- 7 0

100A -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 1 0

101 -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 1 0

103 -- 8' - 0" 10' - 0" 1 3/4" EXIST. RC EXIST. -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1

104 -- 3' - 6" 6' - 8" 1 3/4" WD. F H.M. 101 201 -- -- 2 0

105 -- 3' - 6" 6' - 8" 1 3/4" WD. F H.M. 101 201 -- -- 3 0

106 -- 3' - 6" 6' - 8" 1 3/4" WD. F H.M. 101 201 -- -- 2 0

107 -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 3 0

108 -- 3' - 6" 6' - 8" 1 3/4" H.M. G GL-1 H.M. 102 202 -- -- 3 0

109 14' - 1" OVERHEAD DOOR - REFER TO

ELEVATIONS

109A -- 3' - 0" 6' - 8" 1 3/4" H.M. F 101 201 -- -- 4 0

110 14' - 1" OVERHEAD DOOR - REFER TO

ELEVATIONS

111 -- 3' - 6" 6' - 8" 1 3/4" H.M. G GL-1 H.M. 102 202 -- -- 1 0

112-A -- 3' - 0" 6' - 8" 1 3/4" H.M. F H.M. C/A-501 N/A-531 -- -- 5 0

112-C 14' - 1" OVERHEAD DOOR - REFER TO

ELEVATIONS

113 -- 3' - 6" 6' - 8" 1 3/4" H.M. F ALUM. 101 201 -- -- 4 0

114 -- 3' - 0" 7' - 0" 1 3/4" F 102 202 -- 6 0

114-A 13' - 0 1/2"

115 -- 3' - 0" 6' - 8" 1 3/4" -- F H.M. C/A-501 N/A-531 -- -- -- CASED OPENING

116 -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 1 0

117 -- 3' - 6" 6' - 8" 1 3/4" H.M. F 102 202 -- -- 4 0

118-A -- 3' - 0" 7' - 0" 1 3/4" EXIST. F EXIST. 102 202 -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1

118-B PR. 2' - 6" 2' - 6" 7' - 0" 1 3/4" EXIST. V EXIST. 102 202 -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1

139 PR. 2' - 6" 2' - 6" 7' - 0" 1 3/4" EXIST. G EXIST. -- -- -- -- EXIST. 0

201 -- 3' - 0" 7' - 0" 1 3/4" H.M. F 102 202 -- -- 4 0

202 -- 3' - 0" 7' - 0" 1 3/4" H.M. F 102 202 -- -- 4 0

203 -- 2' - 6" 7' - 0" 1 3/4" EXIST. F EXIST. 102 202 -- -- EXIST. 0

204 -- 3' - 0" 7' - 0" 1 3/4" EXIST. F EXIST. 102 202 -- -- EXIST. 0

205 PR. 2' - 6" 2' - 6" 5' - 0" 1 3/4" EXIST. F EXIST. -- - -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1

ST-A -- 3' - 0" 6' - 8" 1 3/4" H.M. N GL-1 H.M. --- --- -- -- 5 0

ASTM E 119 OR UL 263 W MEETS WALL ASSEMBLY CRITERIA.

NFPA 257 OR UL 9 OH MEETS FIRE WINDOW ASSEMBLY CRITERIA INCLUDING HOSE STREAM TEST.

NFPA 252 OR UL 10B OR UL 10C D MEETS FIRE DOOR ASSEMBLY CRITERIA

NFPA 252 OR UL 10B OR UL 10C H MEETS FIRE DOOR ASSEMBLY "HOSE STREM" TEST.

NFPA 252 OR UL 10B OR UL 10C T MEETS 450"F TEMPERATURE RISE CRITERIA FOR 30 MINUTES.

XXX THE TIME IN MINUTES OF THE FIRE RESISTANCE OR FIRE PROTECTION

RATING OF THE GLAZING ASSEMBLY.

GL-1 1/4" TEMPERED GLAZING

GL-2 1" INSULATED TEMPERED GLAZING W/ ONE LAYER

LAMINATED TEMPERED GLASS

04 2000.A0 FACE BRICK

04 2000.A15 EXISTING MASONRY WALL - CUT BRICK AS REQ'D

04 2000.A16 TOOTH IN NEW MASONRY AT ENLARGED OPENINGS - SOURCE FROM

REMOVED BRICKS WHERE POSSIBLE

05 1200.A4 EXISTING STRUCTURAL STEEL BEAM ASSEMBLY - REFER TO

STRUCTURAL

05 1200.A6 EXISTING LINTEL ASSEMBLY - V.I.F.

05 4000.C1 CONTINUOUS COLD-FORMED METAL ANGLE

05 4000.F4 6" COLD-FORMED METAL STUD

05 4000.P2 3 5/8" COLD-FORMED BOX HEADER

05 5000.Q4 5" x 5" x 1/4" STEEL TUBE SUPPORT. PROVIDE BASE PLATE ATTACHED TO

SLAB AND CONCRETE BEAM OVERHEAD WITH EPOXY-SET THREADED

BOLTS

05 7000.A1 DECORATIVE BREAK METAL - MATCH SURROUNDING ALUMINUM

WINDOWS

06 1000.C1 CONTINUOUS WOOD BLOCKING

06 1000.C5 WOOD SHIMS AS REQUIRED

06 1600.D3 1/2" FIRE RETARDANT TREATED PLYWOOD SHEATHING

07 1326.B1 DRAINAGE BOARD

07 2113.A3 R-15 BLANKET INSULATION

07 2113.B3 1 1/2" RIGID INSULATION

07 2113.B4 2" RIGID INSULATION

07 9200.A1 CONTINUOUS SEALANT

07 9200.B1 CONTINUOUS SEALANT AND BACKER ROD

08 1113.A2 HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE

08 1113.B1 JAMB ANCHORS

08 1113.C2 SPOT GROUT

08 3300.A1 OVERHEAD COILING DOOR - REFER TO DOOR SCHEDULE

08 3300.A2 OVERHEAD COILING DOOR WITH INTEGRATED MAN DOOR - REFER TO

DOOR SCHEDULE

08 3300.B1 COILING DOOR JAMB GUIDE

08 3300.B2 JAMB GUIDE ANGLE

08 3300.D1 TERMAL BREAK

08 3300.E2 INTEGRATED H.M. MAN-DOOR AND FRAME BY COILING DOOR

MANUFACTURER

08 4113.A0 ALUMINUM STOREFRONT WINDOW SYSTEM

09 2216.B1 2 1/2" NON-STRUCTURAL METAL STUD FRAMING

09 2216.C1 3 5/8" NON-STRUCTURAL METAL STUD FRAMING

09 2216.C2 DOUBLE 3 5/8" NON-STRUCTURAL METAL STUDS

09 2216.E4 6" BOX HEADER

09 2900.D2 5/8" GYPSUM BOARD - ABUSE RESISTANT, TYPE 'X'

09 2900.D4 5/8" GYPSUM BOARD - MOISTURE AND MOLD RESISTANT, TYPE 'X'

09 2900.J1 CORNER BEAD

09 2900.K1 SPECIALTY TRIM - 1

B/A-531

B/A-531

B/A-531

E/A-601

E/A-601

E/A-601

J/A-601

12'-0"

12'-0"

12'-0"

9'-1 1/4"

F/A-601

12'-0"

7' -2

/2

GL-1

⇧.0*�

SIM.

7'-4"

'-8

/4

1'

-0

/4

7' -3

/8

⇧.0*�

GL-1

GL-1

V .I.

F.

8' -0

/4

- M

.O

V.I.F.

6'-0" - M.O.

⇧.0*�

GL-2

V .I.

F.

5' -6

M

.O

V.I.F.

7'-8 1/2" -M.O.

GL-2

⇧.0*�

V .I.

F.

5' -6

M

.O

V.I.F.

3'-8 7/8" -M.O.

GL-2

⇧.0*�

V.I.F.

3'-8 7/8" -M.O.

V .I.

F.

4' -1

/2

M

.O

⇧.0*�

GL-2

V.I.F.

7'-8 1/2" -M.O.

V .I.

F.

9' -4

/4

M

.O

GL-2

⇧.0*�

08 5113.D1

08 5113.D1

08 5113.A1

9 5/8" 1/2"

09 2900.D4

12 3600.K1

08 5113.D1

08 5113.A1

08 8000.A1

08 5113.F1

08 5113.D1

07 9200.B1

07 9200.B1

12 3600.K1

09 2900.D4

1/2" 9 3/4"

05 4000.C1

07 9200.B1

07 9200.B1

06 1000.A11

08 5113.D1

06 1000.A11

06 1000.A11

08 5113.A1

08 5113.D19 3/4" 1/4"

09 2900.D4

12 3600.K1

EXISTING MASONRY

WALL & LINTELS

EXISTING STONE SILL

07 9200.B1

09 2900.J3 08 5113.A1

GL-2

M .O

F

.V

5' -6

M.O. - F.V.

1'-8 7/8"

⇧.0*�

08 5113.D1

EXISTING MASONRY

WALL & LINTELS

EXISTING STONE SILL

07 9200.B1

08 5113.A1

07 9200.B1

08 5113.D1

08 5113.D1

08 5113.A1

07 9200.B1

07 9200.B1

V .I.

F.

5' -6

/4

- M

.O

V.I.F.

7'-8 1/2" - M.O.

GL-2

⇧.0*�

�6-'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-602

WINDOW TYPES AND DETAILS

11/16/2020 Checker Author

05 4000.C1 CONTINUOUS COLD-FORMED METAL ANGLE

06 1000.A11 EXISTING WOOD BRACING

07 9200.B1 CONTINUOUS SEALANT AND BACKER ROD

08 5113.A1 ALUMINUM WINDOW

08 5113.D1 ALUMINUM RECEPTOR SYSTEM

08 5113.F1 5/8" GRID IN AIR SPACE - REFER TO ELEVATIONS FOR LAYOUT

08 8000.A1 GLAZING - REFER TO GLAZING SCHEDULE FOR TYPE

09 2900.D4 5/8" GYPSUM BOARD - MOISTURE AND MOLD RESISTANT, TYPE 'X'

09 2900.J3 J" CASING BEAD

12 3600.K1 SOLID SURFACE CAP

GL-1 1/4" TEMPERED GLAZING

GL-2 1" INSULATED TEMPERED GLAZING W/ ONE LAYER

LAMINATED TEMPERED GLASS

UP

SEE DOOR SCH.

DOOR SHOWN DASHED

HOLLOW METAL FRAME -

REFER TO DOOR SCHEDULE

FACE OF WALL BEYOND

CONCRETE SLAB OVER

CRUSHED STONE - REFER TO

STRUCTURAL

RESILIENT FLOORING

REDUCER

RESILIENT FLOORING - REFER

TO PLAN FOR TYPE

⌃6!6�8�⌃⌧��5�⌧⌅"⌅!⇤

TOOL

ROOM

RECEIVING

MANAGER'S

OFFICE

ADMIN./COPY/MAIL

100A

VEST.

CORRIDOR

TOILET

TOILET

LOCKERS

105 BREAK

ROOM/TRAINING

CAR

VAN

BUS/WASH

BAY

MECHANIC

WORK

ROOM

LOWER

LEVEL

PUMP

ROOM

DRIVER

WORKSTATION

WORK

BENCH

STAIR

ST-A

CORRIDOR

GROUNDS

MANAGER

GROUNDS

MAINTENANCE

GARAGE

EMERGENCY

GENERATOR

P-3

P-4

P-3

P-4

P-3

P-4

JANITOR

109A

09 3013.K1

09 3013.A2

07 9200.A1

09 2900.H1

09 2900.F1

1"

RESILIENT FLOORING - REFER

TO PLAN FOR TYPE

SEE DOOR SCH.

DOOR SHOWN DASHED

HOLLOW METAL FRAME -

REFER TO DOOR SCHEDULE

FACE OF WALL BEYOND

TILE - REFER TO FINISH

SCHEDULE FOR TYPE

METAL EDGE STRIP

!⇧-⌅ ⌅=6�

��6⌧⌅�

A C

B

8"

8"

6"

3"

8"

8"

1/ 4"

M A

X

1/ 4"

M

X

1/ 4"

M A

X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-621

ROOM FINISH SCHEDULE

11/16/2020 SW MD

ROOM FINISH SCHEDULE

NUMBER NAME FLOOR FINISH

BASE

FINISH WALL FINISH

CEILING

FINISH NOTES

001 LOWER LEVEL PUMP

ROOM

100 VEST. LVT-1 B-1 P-2 GYP. 10

100A ADMIN./COPY/MAIL LVT-1 B-1 P-2, P-3 APC-1 2,3

101 MANAGER'S OFFICE LVT-1 B-1 P-2, P-3 APC-1 3

102 DRIVER WORKSTATION LVT-1 B-1 P-2 APC-1 3

103 CORRIDOR LVT-1 B-1 P-2, P-3 APC-1 3

104 TOILET PT-1 WT-1 WT-1, WT-2, P-1 GYP. 7

105 LOCKERS LVT-1 B-1 P-2, P-3 APC-1 2,3,8

106 TOILET PT-1 WT-1 WT-1, WT-2, P-1 GYP. 7

107 BREAK ROOM/TRAINING LVT-1 B-1 P-2, P-3 APC-1 2,8

108 WORK BENCH SC-1 B-1 P-2 GYP. 6

109 CAR SC-1 B-1 P-2 GYP.

109A JANITOR SC-1 -- P-2 GYP.

110 VAN SC-1 B-1 P-2 GYP.

111 MECHANIC WORK ROOM SC-1 B-1 P-2 APC-1 2

112 BUS/WASH BAY SC-1 B-1 P-2 GYP. 9

113 TOOL ROOM SC-1 B-1 P-2 -- 8

114 RECEIVING SC-1 B-1 P-2 --

115 CORRIDOR LVT-1 B-1 P-2 APC-1

116 GROUNDS MANAGER LVT-1 B-1 P-2, P-3 APC-1 2,3

117 GROUNDS

MAINTENANCE GARAGE

SC-1 --

118 EMERGENCY

GENERATOR

200 CORRIDOR SC-1 B-1 P-2 --

201 ELEC. SC-1 P-2 -- 8

202 I.T. SC-1 P-2 -- 8

203 OPEN EXIST. EXIST. EXIST. --

204 OPEN EXIST. EXIST. EXIST. --

205 STORAGE SC-1 B-1 P-2

ST-A STAIR SC-1

ST-A STAIR SC-1

ROOM FINISH SCHEDULE KEYED REMARKS

KEYED NOTES 1 REFER TO FLOOR PLANS, REFLECTED CEILING PLANS, AND INTERIOR

ELEVATIONS FOR FINISH MATERIAL LOCATIONS AND MORE DETAILS.

KEYED NOTES 2 PAINT ALL SURFACES ABOVE CEILING LINE - INCLUDING EXPOSED STRUCTURE

AND MECHANICAL/UTILITIES MATTE BLACK.

KEYED NOTES 3 INSTALL CARPET TILES IN MONOLITHIC PATTERN.

KEYED NOTES 4 CARPET BORDER TO ALIGN WITH TILE BORDER. REFER TO FINISH FLOOR PLAN.

KEYED NOTES 5 MILLWORK BASE TO BE MITERED AT INSIDE AND OUTSIDE CORNERS.

KEYED NOTES 6 EXPOSED STRUCTURE TO BE PAINTED P-1, U.N.O.

KEYED NOTES 7 ADD SIGN TYPE "B" TO STRIKE SIDE OF DOOR

KEYED NOTES 8 ADD SIGN TYPE "A" TO STRIKE SIDE OF DOOR

KEYED NOTES 9 ADD SIGN TYPE "C" AT JAMB OF EXIT DOOR 100-C

KEYED NOTES 10 ADD SIGN TYPE "C" AT JAMB OF EXIT DOOR 100-A

FINISH MATERIAL SCHEDULE

SPEC KEY NAME MATERIAL TYPE MANUFACTURER SIZE MODEL / NUMBER PRODUCT NAME FINISH REMARKS

03 3000 SC-1 SEALED CONCRETE

06 2000 L-1 PLASTIC LAMINATE WILSONART 8213K-28 PHANTOM COCOA CASEWORK FRONTS

09 3000 PT-1 PORCELAIN FLOOR TILE FLORIDA TILE 25PC MOSAIC FTIT25B1M12 TIME 2.0 - DOVE NATURAL TOILET FLOOR

09 3013 WT-1 CERAMIC WALL TILE FLORIDA TILE 3" X 6" STREAMLINE - 310 ARCTIC GLOSS 1/2 RUNNING BOND TO 48" A.F.F.

09 3013 WT-2 CERAMIC WALL TILE FLORIDA TILE 2" X 6" PENCIL - 310 ARCTIC GLOSS TOP RAIL

09 3013 G-1 GROUT ACCUCOLOR 908 DOVE GRAY

09 5113 APC-1 ACOUSTICAL PANEL CEILING USG 24" X 24" 2210 RADAR ACOUSTICAL PANELS - CLIMAPLUS

PERFORMANCE

09 6513 B-1 BASE - RESILIENT PATCRAFT 4" S127V - 00066 WALL BASE

09 6519 LVT-1 LUXURY VINYL TILE PATCRAFT 5.96" D X 48" W X .118" THICK IV438V - 07004 TIMBER GROVE II - LATTICE STAGGER INSTALLATION METHOD

09 9123 P-1 PAINT PPG PPG1002-6 GIBRALTAR GRAY SEMI-GLOSS DOOR AND WINDOW FRAMES (NEW AND

EXISTING)

09 9123 P-2 PAINT PPG PPG14-29 MOTH GRAY EGGSHELL FIELD PAINT (INTERIOR)

09 9123 P-3 PAINT PPG PPG1009-5 PHOENIX FOSSIL EGGSHELL ACCENT

09 9123 P-4 PAINT PPG PPG1023-5 STONE GRAY EGGSHELL ACCENT

09 9123 P-5 PAINT PPG PPG1001-7 BLACK MAGIC FLAT ALL SURFACES ABOVE CEILING LINE

12 3600 SS-1 SOLID SURFACE WILSONART 9200CS MYSTIQUE COUNTERTOPS

KEYNOTE LEGEND

03 3000.A1 CONCRETE SLAB OVER CRUSHED STONE - REFER TO STRUCTURAL

07 9200.A1 CONTINUOUS SEALANT

08 0000.A3 DOOR SHOWN DASHED

08 1113.A2 HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE

09 0000.C6 FACE OF WALL BEYOND

09 2900.F1 1 LAYER 5/8" GYPSUM BOARD - SEE GENERAL NOTES FOR TYPES

09 2900.H1 5/8" TILE BACKING BOARD

09 3013.A2 TILE - REFER TO FINISH SCHEDULE FOR TYPE

09 3013.K1 METAL EDGE STRIP

09 6500.A1 RESILIENT FLOORING - REFER TO PLAN FOR TYPE

09 6513.B2 RESILIENT FLOORING REDUCER

4 7/8"

09 2216.C1

09 2900.D2

09 0000.D1

09 0000.C8

09 0000.C17

07 9200.C1

REFER TO SCH.

09 2216.E1

09 2900.D2

09 0000.D1

09 0000.C17

09 0000.C16

07 9200.C1

09 2900.L2 09 2900.D2

09 0000.C8

09 2900.D2

(SEE BELOW)

(SEE BELOW)

NOTE: PROVIDE BACKER BOARD IN LIEU OF

GYPSUM BOARD AT ALL VERTICAL TILE

LOCATIONS. SEE ELEVATIONS FOR

EXTENTS.

NOTE: PROVIDE BACKER BOARD IN LIEU OF

GYPSUM BOARD AT ALL VERTICAL TILE

LOCATIONS. SEE ELEVATIONS FOR

EXTENTS.

(SEE BELOW)

(SEE BELOW)

A-701 2A-701

09 2900.D4

09 2216.C1

07 2113.B4

07 1326.B1

09 0000.B1

07 9200.A1

REFER TO SCH.

09 2216.E1

09 2900.D2

09 0000.D1

09 0000.C17

09 0000.C16

07 9200.C1

09 2900.D4

09 0000.C8

(SEE BELOW)

(SEE BELOW)

07 2113.B3

4 7/8"

09 2216.C1

09 2900.D2

07 9200.C1

09 2900.L2

09 2900.D2

(SEE BELOW)

4' -0

3/ 4"

1/ 2"

6"

EQ EQ

06 1000.C1

12 3600.K1

05 5000.Q3

A-531 A

SEE

PARTITION

1" 1'

0"

M A

X

�,�6�!�2⇧2

SEE

PARTITION

1"

�,�6�!�2�2

SEE

PARTITION

1"

�,�6�!�2⇥2

1'

0" M

A X

09 0000.C7

09 2216.K4

09 0000.C3

09 2216.K8

09 2216.K4

09 0000.C3

09 2216.K7

09 2216.K5

09 0000.C3

09 2216.K10

FOR RATED PARTITIONS, REFER

TO DETAIL FOR TOP-OF

WALL DETAIL

09 0000.C7 09 0000.C7

/4 A-702

CONTINUOUS METAL CONTROL

JOINT- PAINT CJ TO MATCH

WALL

5/8" GYPSUM BOARD

JOINT COMPOUND

FEATHERED

AS SHOWN-TYPICAL

NOTE: SEE PLANS FOR

LOCATION OF CONTROL

JOINTS. IF NOT SHOWN ON

PLANS, PROVIDE AT 30'-0" MAX.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

A-701

PARTITION TYPES AND DETAILS

11/16/2020 SW MD

05 5000.Q3 STEEL TUBE LOW WALL SUPPORT @ 48" O.C. PROVIDE BASE PLATE

ATTACHED TO SLAB WITH EPOXY-SET THREADED BOLTS

06 1000.C1 CONTINUOUS WOOD BLOCKING

07 1326.B1 DRAINAGE BOARD

07 2113.B3 1 1/2" RIGID INSULATION

07 2113.B4 2" RIGID INSULATION

07 9200.A1 CONTINUOUS SEALANT

07 9200.C1 CONTINUOUS ACOUSTIC SEALANT

09 0000.B1 REFER TO FINISH SCHEDULE FOR BASE

09 0000.C3 METAL STUD FRAMING - REFER TO PARTITION TYPES FOR ADDITIONAL

NOTES

09 0000.C7 BOTTOM OF DECK, OR STRUCTURAL MEMBER

09 0000.C8 STOP GYPSUM BOARD 4" ABOVE CEILING

09 0000.C16 SOUND BATT INSULATION MAY OCCUR - SEE PARTITION TYPE SCHEDULE

09 0000.C17 EXTEND FRAMING TO DECK AND SECURE

09 0000.D1 REFER TO REFLECTED CEILING PLANS FOR CEILING TYPE AND HEIGHT

09 2216.C1 3 5/8" NON-STRUCTURAL METAL STUD FRAMING

09 2216.E1 6" NON-STRUCTURAL METAL STUD FRAMING

09 2216.K4 DEEP LEG DEFLECTION TRACK

09 2216.K5 SLOTTED LEG DEFLECTION TRACK

09 2216.K7 BRIDGING CLIP ANGLE AT EACH STUD

09 2216.K8 PRE-NOTCHED BRIDGING BAR

09 2216.K10 SECURE EACH STUD TO TRACK WITH TWO FASTENERS

09 2900.D2 5/8" GYPSUM BOARD - ABUSE RESISTANT, TYPE 'X'

09 2900.D4 5/8" GYPSUM BOARD - MOISTURE AND MOLD RESISTANT, TYPE 'X'

09 2900.L2 3 1/2" SOUND ATTENUATION BLANKET

12 3600.K1 SOLID SURFACE CAP

92A 1 1/2" 2 1/8" 4" ABOVE CLG. -- -- -- --

93X 3 2 1/2" 5 3/8" TO DECK ABOVE R-12 CI -- -- --

94A 1 3 5/8" 4 7/8" TO DECK ABOVE -- -- -- --

94F 2 3 5/8" 4 1/4" 4" ABOVE CLG. -- -- -- --

94G 5 3 5/8" 4 7/8" 48" AFF -- -- -- --

94X 4 3 5/8" 6 3/8" REFER TO PLAN R-12 BATT -- -- --

94Y 4 2 1/2" 6 1/2" REFER TO PLAN R-12 BATT -- -- --

96A 1 6" 7 1/4" TO DECK ABOVE -- -- -- --

B C D EA F

6" UG FP PIPING

FROM SITE

6" DOUBLE CHECK

DETECTOR VALVE

2" DRAIN OUTLET

TO FLOOR DRAIN

6" FP

FX-501

FP MAIN UP

LOWER LEVEL

BOILER ROOM

UNDERGROUND

SPACE

UNDERGROUND

SPACE

UNDERGROUND

SPACE

UNDERGROUND

SPACE

UNDERGROUND

SPACE

A. INSTALL COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH

NFPA 13 AND VA FIRE PROTECTION MANUAL. BUILDING 39 IS NOT CURRENTLY

PROTECTED WITH AUTOMATIC FIRE SPRINKLERS.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND PLATFORMS

WHEN SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR DISRUPT THE SPRINKLER

DISCHARGE PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES AS

REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND TO ELIMINATE

INTERFERENCE WITH OTHER CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION PREVENTS

DRAINAGE OF SYSTEM PIPING THROUGH MAIN DRAIN VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION COMPLETED BY

CONTRACTOR. CONTRACTOR TO SUBMIT SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL, AND ALL OTHER

TRADES. EQUIPMENT, SPRINKLERS, AND PIPING SHOWN ON THESE PLANS IS TO

CONVEY DESIGN INTENT AND DOES NOT DICTATE THE MEANS AND METHODS OF

IMPLEMENTATION. ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE ALARM ZONES,

SMOKE PARTITIONS, AND FIRE EXTINGUISHER CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT RESULTS.

I. REFER TO SHEET P-100 FOR LEGENDS, ABBREVIATIONS, AND GENERAL PROJECT

NOTES.

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER NOTES

LIGHT HAZARD

ORDINARY HAZARD

GROUP I

ORDINARY HAZARD

GROUP II

0.10 GPM/SF OVER

1500 SF

0.15 GPM/SF OVER

1500 SF

0.20 GPM/SF OVER

1500 SF

100 GPM

250 GPM

250 GPM

30 MIN

60 MIN

90 MIN

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

BASE AREA

BASE AREA

BASE AREA

SPRINKLER DENSITY

1 SPRINKLER PER

225 SF

1 SPRINKLER PER

130 SF

1 SPRINKLER PER

130 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

C U se rs

\g re g p \D o cu m e n ts

\R e vi t L o ca l F ile s\

\M

E P

V A

L E

E S

T O

W N

B L D

G g re g

.p e a rs o n ff e -s e rv

.c o m

.r vt

/1 /2

:2

:4

P M

FX-100

FIRE SUPPRESSION PLAN -

LOWER LEVEL

11/16/2020 PP GP

1/4" = 1'-0"

1 FIRE SUPPRESSION PLAN - LOWER LEVEL

1 REFER TO CIVIL DRAWINGS FOR PIPE CONTINUATION TO SITE.

2 CORE DRILL THROUGH FOUNDATION WALL FOR INSTALLATION

OF NEW UNDERGROUND PIPING. PROVIDE PIPE SLEEVE AND

LINK SEAL PROTECTION. REFER TO PIPE PENETRATION

THROUGH WALLS BELOW GRADE DETAIL ON SHEET PL-501.

3 REFER TO FIRE RISER SECTION ON SHEET FX-501 FOR WORK IN

THIS AREA.

DRAWING NOTES:

GENERAL NOTES:

SPRINKLER HAZARD LEGEND:

LIGHT HAZARD

ORDINARY HAZARD GROUP I

ORDINARY HAZARD GROUP II

NORTH

Revisions: Date: 11/16/2020

TOILET

LOCKERS

TOILET

CORRIDOR

DRIVER

WORKSTATION

MANAGER'S

OFFICE

VEST.

ADMIN./COPY/MAIL

100A

BREAK

ROOM/TRAINING

MECHANIC WORK

ROOM

CAR

VAN

BUS/WASH BAY

LOWER LEVEL

PUMP ROOM

GROUNDS

MAINTENANCE

GARAGE

GROUNDS

MANAGER

CORRIDOR

EMERGENCY

GENERATOR

TOOL ROOM

STAIR

ST-A

4" FP

FP

FP

FP

FP

FP

FP

FP MAIN

UP & DN

FP MAIN UP

FP MAIN UP

FX-501

WORK BENCH

JANITOR

109A

FP

SIAMESE FIRE DEPARTMENT

CONNECTION

FIRE SYSTEM TEST

CONNECTION

COMPRESSOR

ROOM

A. INSTALL COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM IN

ACCORDANCE WITH NFPA 13 AND VA FIRE PROTECTION MANUAL.

BUILDING 39 IS NOT CURRENTLY PROTECTED WITH AUTOMATIC FIRE

SPRINKLERS.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND

PLATFORMS WHEN SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR

DISRUPT THE SPRINKLER DISCHARGE PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES

AS REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND TO

ELIMINATE INTERFERENCE WITH OTHER CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION

PREVENTS DRAINAGE OF SYSTEM PIPING THROUGH MAIN DRAIN

VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION

COMPLETED BY CONTRACTOR. CONTRACTOR TO SUBMIT

SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL,

AND ALL OTHER TRADES. EQUIPMENT, SPRINKLERS, AND PIPING

SHOWN ON THESE PLANS IS TO CONVEY DESIGN INTENT AND DOES

NOT DICTATE THE MEANS AND METHODS OF IMPLEMENTATION.

ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE

ALARM ZONES, SMOKE PARTITIONS, AND FIRE EXTINGUISHER

CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT

RESULTS.

I. REFER TO SHEET P-100 FOR LEGENDS, ABBREVIATIONS, AND

GENERAL PROJECT NOTES.

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER NOTES

LIGHT HAZARD

ORDINARY HAZARD

GROUP I

ORDINARY HAZARD

GROUP II

0.10 GPM/SF OVER

1500 SF

0.15 GPM/SF OVER

1500 SF

0.20 GPM/SF OVER

1500 SF

100 GPM

250 GPM

250 GPM

30 MIN

60 MIN

90 MIN

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

BASE AREA

BASE AREA

BASE AREA

SPRINKLER DENSITY

1 SPRINKLER PER

225 SF

1 SPRINKLER PER

130 SF

1 SPRINKLER PER

130 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of

Construction and Facilities

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

C :\U se rs

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M

FX-101

FIRE SUPPRESSION PLAN - FIRST

FLOOR

11/16/2020 PP GP

1/4" = 1'-0"

1 FIRE SUPPRESSION PLAN - FIRST FLOOR

GENERAL NOTES:

SPRINKLER HAZARD LEGEND:

LIGHT HAZARD

ORDINARY HAZARD GROUP I

ORDINARY HAZARD GROUP II

DRAWING NOTES:

1 REFER TO FIRE RISER SECTION ON SHEET FX-501 FOR WORK IN THIS

AREA.

2 CORE DRILL THROUGH WALL FOR PIPE PENETRATION. PROVIDE SEAL

AROUND PENETRATION AND PROVIDE PIPE SLEEVE.

3 REFER TO FIRE TEST CONNECTION DETAIL ON SHEET FX-501.

ELEC.

I.T.

STORAGE

OPEN

OPEN

CORRIDOR

STAIR

ST-A

FP MAIN DN

FP MAIN DN

FP MAIN DN

FP FP

FP

FP

CAR

VAN

BUS/WASH BAY

COMPRESSOR

ROOM

SPACE ABOVE

INTERIOR ROOF

SPACE ABOVE

INTERIOR ROOF

FPFP

FP

FP

1 1

A. INSTALL COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM IN

ACCORDANCE WITH NFPA 13 AND VA FIRE PROTECTION MANUAL.

BUILDING 39 IS NOT CURRENTLY PROTECTED WITH AUTOMATIC FIRE

SPRINKLERS.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND

PLATFORMS WHEN SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR

DISRUPT THE SPRINKLER DISCHARGE PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES

AS REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND TO

ELIMINATE INTERFERENCE WITH OTHER CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION

PREVENTS DRAINAGE OF SYSTEM PIPING THROUGH MAIN DRAIN

VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION

COMPLETED BY CONTRACTOR. CONTRACTOR TO SUBMIT

SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL,

AND ALL OTHER TRADES. EQUIPMENT, SPRINKLERS, AND PIPING

SHOWN ON THESE PLANS IS TO CONVEY DESIGN INTENT AND DOES

NOT DICTATE THE MEANS AND METHODS OF IMPLEMENTATION.

ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE

ALARM ZONES, SMOKE PARTITIONS, AND FIRE EXTINGUISHER

CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT

RESULTS.

I. REFER TO SHEET P-100 FOR LEGENDS, ABBREVIATIONS, AND

GENERAL PROJECT NOTES.

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER NOTES

LIGHT HAZARD

ORDINARY HAZARD

GROUP I

ORDINARY HAZARD

GROUP II

0.10 GPM/SF OVER

1500 SF

0.15 GPM/SF OVER

1500 SF

0.20 GPM/SF OVER

1500 SF

100 GPM

250 GPM

250 GPM

30 MIN

60 MIN

90 MIN

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

BASE AREA

BASE AREA

BASE AREA

SPRINKLER DENSITY

1 SPRINKLER PER

225 SF

1 SPRINKLER PER

130 SF

1 SPRINKLER PER

130 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS 39

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

C U se rs

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P M

FX-102

FIRE SUPPRESSION PLAN -

MEZZANINE

11/16/2020 PP GP

1/4" = 1'-0"

1 FIRE SUPPRESSION PLAN - MEZZANINE

GENERAL NOTES:

SPRINKLER HAZARD LEGEND:

LIGHT HAZARD

ORDINARY HAZARD GROUP I

ORDINARY HAZARD GROUP II

DRAWING NOTES:

1 ROUTE FIRE PROTECTION PIPING ABOVE INTERIOR ROOF IN VEHICLE

BAYS. SPACE ABOVE INTERIOR ROOF TO BE SPRINKLERED,

ORDINARY HAZARD GROUP 1.

FP

FP MAIN DN

COAL BUNKER

TANK ROOM

ROOF ROOF

A. INSTALL COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM IN

ACCORDANCE WITH NFPA 13 AND VA FIRE PROTECTION MANUAL.

BUILDING 39 IS NOT CURRENTLY PROTECTED WITH AUTOMATIC FIRE

SPRINKLERS.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND

PLATFORMS WHEN SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR

DISRUPT THE SPRINKLER DISCHARGE PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES

AS REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND TO

ELIMINATE INTERFERENCE WITH OTHER CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION

PREVENTS DRAINAGE OF SYSTEM PIPING THROUGH MAIN DRAIN

VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION

COMPLETED BY CONTRACTOR. CONTRACTOR TO SUBMIT

SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL,

AND ALL OTHER TRADES. EQUIPMENT, SPRINKLERS, AND PIPING

SHOWN ON THESE PLANS IS TO CONVEY DESIGN INTENT AND DOES

NOT DICTATE THE MEANS AND METHODS OF IMPLEMENTATION.

ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE

ALARM ZONES, SMOKE PARTITIONS, AND FIRE EXTINGUISHER

CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT

RESULTS.

I. REFER TO SHEET P-100 FOR LEGENDS, ABBREVIATIONS, AND

GENERAL PROJECT NOTES.

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER NOTES

LIGHT HAZARD

ORDINARY HAZARD

GROUP I

ORDINARY HAZARD

GROUP II

0.10 GPM/SF OVER

1500 SF

0.15 GPM/SF OVER

1500 SF

0.20 GPM/SF OVER

1500 SF

100 GPM

250 GPM

250 GPM

30 MIN

60 MIN

90 MIN

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

QR; K = 5.6 OR K = 8.0

BASE AREA

BASE AREA

BASE AREA

SPRINKLER DENSITY

1 SPRINKLER PER

225 SF

1 SPRINKLER PER

130 SF

1 SPRINKLER PER

130 SF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS 39

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

C U se rs

\g re g p \D o cu m e n ts

\R e vi t L o ca l F ile s\

\M

E P

V A

L E

E S

T O

W N

B L D

G g re g

.p e a rs o n ff e -s e rv

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/1 /2

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P M

FX-103

FIRE SUPPRESSION PLAN -

PENTHOUSE

11/16/2020 PP GP

1/4" = 1'-0"

1 FIRE SUPPRESSION PLAN - PENTHOUSE

GENERAL NOTES:

SPRINKLER HAZARD LEGEND:

LIGHT HAZARD

ORDINARY HAZARD GROUP I

ORDINARY HAZARD GROUP II

3 4

FIRST

1' - 0"

LOWER LEVEL

-8' - 0"

3 4

MEZZANINE

11' - 0"

6" FP

6" FP

UG 6" FP FROM SITE

4" FP

6" DOUBLE CHECK

DETECTOR VALVE

WITH SUPERVISORY

SWITCHES

6" SWING CHECK VALVE

(WITH PRESSURE GAUGES

& DRAIN CONNECTION)

2" DRAIN OUTLET TO

FLOOR DRAIN

4" FP

FP MAIN TO AUTOMATIC

SPRINKLERS

FIRE DEPARTMENT

SIAMESE CONNECTION

4" CHECK VALVE

1" DRAIN OUTLET

AUTOMATIC DRIP

VALVE (BALL VALVE)

FLOOR

FLOOR

GRADE

EXTERIOR WALL (SOUTH)

MAIN DRAIN VALVE

6" WATER FLOW ALARM

SWITCH WITH RETARD

FIRST FLOOR

TEST VALVE

FP PIPE FROM

REMOTE BRANCH

INSPECTORS TEST CONNECTION,

FLOW TO BE EQUIVALENT TO

ONE SPRINKLER

EXTERIOR WALL

45 DEGREE ELBOW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Management

Office of Construction and Facilities

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

1101 VETERANS DRIVE, LEXINGTON, KY

RENOVATE B-39 FOR

TRANSPORTATION & GROUNDS 39

596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781

C :\U se rs

\g re gp \D oc um en ts

\R ev it Lo ca l F ile s\

\M E

P V

A L

E E

S

TO

W N

B

LD

G

9_

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pe ar so n@ ffe -s er v.

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M

FX-501

FIRE SUPPRESSION SECTIONS

AND DETAILS

11/16/2020 PP GP

1/2" = 1'-0"

1 FIRE RISER SECTION

NTS

2 FIRE TEST CONNECTION DETAIL

PLUMBING VALVE SYMBOLS

BALL VALVE

GATE VALVE WITH 3/4 " HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

GATE VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENTAV

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

PRESSURE GAGE

THERMOMETER

STRAINER

PIPE UP

PIPE DOWN

CO CLEAN OUT

HOSE BIB

DRAWING SYMBOLS

PL101

A

26-P 3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

DRAWING NUMBER WHERE DRAWN

PL105

PIPING CONTINUATION

PLUMBING ABBREVIATIONS

REVISION NUMBER

PIPING SYMBOLS

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

VENT (SANITARY)

DCW

DHW

DHWR

SANITARY SEWER

SAN

STORM WATER

SW

V

FUEL OIL DISCHARGE

FOD

FUEL OIL RETURN

FOR

FUEL OIL SUPPLY

FOS

FUEL OIL VENT

FOV

NATURAL GAS

NG

SOFTEN COLD WATER

SCW

PLUMBING GENERAL NOTES

A. THE FOLLOWING NOTES…