Atch 17 22-215Y BD Dwgs _Part7.pdf

N #227

N #228

H6 N #231

N #229

H6SL

N #232

H6SL

N #233

H6SL

N #234

BUILDING 3

BUILDING 117

BUILDING 117

BUILDING 120

BUILDING 2

BUILDING 3 BUILDING 5

BUILDING 117

BUILDING 5

BUILDING 117

B U

IL

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IN

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N #230

RM 'G63'

RM 'G63'

RM 'G63'

RM 'G63'

RM 'G63'

RM 'G63'

RM 'G63'

RM 'G63'

RM 'G63'

SW

N #235

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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117.T-102

BUILDING 117 FIRST FLOOR SECURITY

PLAN

22 26LAS

VIDEO SURVEILLANCE

SECURITY YORK

ALVIN C. YORK CAMPUS

3400 LEBANON ROAD

MURFREESBORO, TN 37129 JUNE 13, 2024

BID DOCUMENTS

626A4-22-10422-215

JVE

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

BUILDING 117 FIRST FLOOR SECURITY PLAN

1 ROUTE UTP CABLING DOWN TO TELECOM

ROOM.

2 INSTALL NEW CAMERAS. PROVIDE NEW 4 PR

UTP CABLING FROM CAMERA TO NEW POE

SWITCH IN TELECOM ROOM. REPAIR/

REPLACE SURFACES AFFECTED BY CAMERA

EQUIPMENT INSTALLATION TO MATCH

SIMILAR/EXISTING CONDITIONS.

CONTRACTOR TO REPLACE DAMAGED

CEILING TILE AND GRID ASSOCIATED WITH

WORK AT NO ADDITIONAL COST TO

GOVERNMENT.

A. REFERENCE SHEET TS101 AND TS102 FOR

EXTERIOR CAMERA LOCATIONS.

B. ALL EXISTING CONDITIONS ARE BASED ON THE

BEST AVAILABLE INFORMATION AT THE TIME

OF SURVEY.

C. NEW CCTV CABLING TO BE RUN ON J-HOOKS 2'

OC ABOVE CEILING IN CORRIDORS.

D. ALL CONDUIT SHALL BE 3/4" MINIMUM.

ELECTRICAL CONTRACTOR TO SIZE CONDUIT.

PER THE MOST CURRENT EDITION OF THE NEC.

E. WHERE LENGTH FROM CAMERA TO RACK

EQUIPMENT EXCEEDS 295' (90M) CONTRACTOR

SHALL USE FIBER OPTIC CABLE.

F. COORDINATE AND CONFIRM ALL ROUTING

WITH COR PRIOR TO ROUGH-IN.

G. SEE SHEET G-100 FOR ICRA MEASURES.

H. USE MOBILE CONTAINMENT CART (6/G-100)

ALONG CORRIDORS.

N O

R T

H

0 84 16

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Docusign Envelope ID: B9B77CD2-F0C1-4BAA-8538-6B315B443E44

7/24/2024

ROOM G02:

4 PR SPARE MMF

1 2 3

BUILDING 117

BUILDING 120

B U

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D

IN

G

B U

IL

D

IN

G

BUILDING 1

H6 N

#238RM 'G02'

H6 N #239

N #237

RM 'G02'RM 'G02'

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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120.T-101

BUILDING 120 SECURITY PLANS

23 26LAS

VIDEO SURVEILLANCE

SECURITY YORK

ALVIN C. YORK CAMPUS

3400 LEBANON ROAD

MURFREESBORO, TN 37129 JUNE 13, 2024

BID DOCUMENTS

626A4-22-10422-215

JVE

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

BUILDING 120 GROUND FLOOR SECURITY PLAN

1 REMOVE EXISTING CAMERAS AND CABLING

BACK TO SOURCE.

2 INSTALL NEW CAMERAS. PROVIDE NEW 4 PR

UTP CABLING FROM CAMERA TO NEW POE

SWITCH IN TELECOM ROOM.

3 PROPOSED LOCATION OF NEW CISCO 9300

SWITCH AND PATCH PANEL. VERIFY

LOCATION WITH COR AND OIT

REPRESENTATIVE.

4 ROUTE MMF FROM TELECOM ROOM TO

RACKS IN BUILDING 5 SERVER ROOM.

N O

R T

H

0 4 8 16

A. REFERENCE SHEET TS101 AND TS102 FOR

EXTERIOR CAMERA LOCATIONS.

B. ALL EXISTING CONDITIONS ARE BASED ON THE

BEST AVAILABLE INFORMATION AT THE TIME

OF SURVEY.

C. NEW CCTV CABLING TO BE RUN ON J-HOOKS 2'

OC ABOVE CEILING IN CORRIDORS.

D. ALL CONDUIT SHALL BE 3/4" MINIMUM.

ELECTRICAL CONTRACTOR TO SIZE CONDUIT.

PER THE MOST CURRENT EDITION OF THE NEC.

E. WHERE LENGTH FROM CAMERA TO RACK

EQUIPMENT EXCEEDS 295' (90M) CONTRACTOR

SHALL USE FIBER OPTIC CABLE.

F. COORDINATE AND CONFIRM ALL ROUTING

WITH COR PRIOR TO ROUGH-IN.

G. SEE SHEET G-100 FOR ICRA MEASURES.

H. USE MOBILE CONTAINMENT CART (6/G-100)

ALONG CORRIDORS.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX

DIAM OF CIRCULAR THROUGH OPENING IS 32-1/2 IN. (826 MM).

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

1A. STEEL SLEEVE (OPTIONAL, NOT SHOWN) - NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE SLEEVE CAST INTO CONCRETE FLOOR OR WALL. SLEEVE TO BE FLUSH WITH OR PROJECT MAX 2 IN.

(51MM) FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL.

2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM)(POINT CONTACT) TO MAX 1-3/8 IN. (35 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF

METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

A1. IRON PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

B. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT.

C. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING.

3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM 1 IN. (25 MM) THICKNESS OF TIGHTLY-PACKED CERAMIC (ALUMINA SILICA) FIBER BLANKET, MINERAL WOOL BATT OR GLASS FIBER INSULATION MATERIAL USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF SOLID CONCRETE OR CONCRETE BLOCK WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). AS AN ALTERNATE WHEN MAX PIPE SIZE IS 10 IN. (254 MM) DIAM AND WHEN MAX ANNULAR SPACE IS 1 IN. (25 MM), A MIN 1 IN. (25 MM) THICKNESS OF TIGHTLY-PACKED CERAMIC FIBER BLANKET OR MINERAL WOOL BATT PACKING MATERIAL MAY BE RECESSED MIN 1/2 IN. (13 MM) FROM BOTTOM SURFACE OF FLOOR

OR FROM EITHER SIDE OF SOLID CONCRETE WALL.

4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR SPACE TO THE MIN

THICKNESS SHOWN IN THE FOLLOWING TABLE:

(A) BR = POLYETHYLENE BACKER ROD.

CF = CERAMIC FIBER BLANKET.

GF = GLASS FIBER INSULATION.

MW = MINERAL-WOOL BATT.

(B) CAULK INSTALLED FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL.

(C) CAULK INSTALLED FLUSH WITH BOTTOM SURFACE OF FLOOR OR ONE SURFACE OF SOLID (NON- CONCRETE

BLOCK) WALL.

3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT.

(NOTE: W RATING APPLIES ONLY WHEN FB-3000 WT SEALANT IS USED.)

*BEARING THE UL CLASSIFICATION MARKING

MAX PIPE DIAM

IN. (MM)

10 (254)

10 (254)

30 (762)

MAX ANNULAR

SPACE IN. (MM)

1 (25)

1 (25)

2-1/2 (64)

PACKING MATL

TYPE (a)

BR, CF, GF OR MW

CF OR MW

BR, CF, GF OR MW

MIN. CAULK THKNS

IN. (MM)

1/2 (13) (b)

1/2 (13) (c)

1 (25) (b)

System No. C-AJ-1001 June 15, 2005 F Rating - 3 Hr T Rating - 0 Hr

W Rating - Class I (See Item 4)

SECTION A-A

4 4 1

A

A

1. FLOOR OR WALL ASSEMBLY - LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. EXCEPT AS NOTED IN TABLE UNDER ITEM 4, MIN THICKNESS OF SOLID CONCRETE FLOOR OR WALL ASSEMBLY IS 4-1/2 IN. (114 MM). FLOOR MAY ALSO BE CONSTRUCTED OF ANY MIN 6 IN. (152 MM) THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS*. WHEN FLOOR IS CONSTRUCTED OF HOLLOW CORE PRECAST CONCRETE UNITS, PACKING MATERIAL (ITEM 3) AND CAULK FILL MATERIAL (ITEM 4) TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF FLOOR, FLUSH WITH FLOOR SURFACE. WALL ASSEMBLY MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS IN SOLID LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE. FLOOR IS 32 IN. (813 MM).

MAX DIAM OF OPENING IN FLOOR CONSTRUCTED OF HOLLOW-CORE PRECAST CONCRETE UNITS IS 7 IN. (178 MM).

SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

1A. STEEL SLEEVE (OPTIONAL, NOT SHOWN) - MAX 15 IN. (381 MM) ID (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE MAY EXTEND A MAX OF 2 IN. (51 MM) ABOVE TOP OF FLOOR OR BEYOND EITHER SURFACE OF WALL. MAX 16 IN. (406 MM) ID (OR SMALLER) MIN 0.028 (0.71 MM) WALL THICKNESS (OR HEAVIER) GALVANIZED STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE MAY EXTEND A MAX OF 1/2 IN. (13 MM) BEYOND EITHER SURFACE OF FLOOR OR

WALL.

2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MAX ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING OR SLEEVE IS DEPENDENT ON THE PARAMETERS SHOWN IN ITEM 4. MIN ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING IS 0 IN. (0 MM) (POINT CONTACT). PIPE CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE

FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. IRON PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT.

D. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING.

E. COPPER - TUBING NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.

F. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM 1 IN. (25 MM) THICKNESS OF TIGHTLY-PACKED MINERAL WOOL BATT OR GLASS FIBER INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4).

4. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR SPACE FLUSH WITH TOP SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED CAULK THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL, FLUSH WITH WALL SURFACE.

AT POINT CONTACT LOCATION BETWEEN PENETRANT AND SLEEVE OR BETWEEN PENETRANT AND CONCRETE, A MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK SHALL BE APPLIED AT TOP SURFACE OF FLOOR AND AT BOTH SURFACES OF WALL. THE HOURLY F RATINGS AND THE MIN REQUIRED CAULK THICKNESSES ARE DEPENDENT UPON A NUMBER OF PARAMETERS, AS SHOWN IN THE FOLLOWING TABLE:

(A)MIN 2 IN. (51 MM) THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE.

(B)MIN 1 IN. (25 MM) THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. MIN 1 IN. (25 MM) THICKNESS OF CAULK TO BE INSTALLED FLUSH WITH EACH SURFACE OF FLOOR OR WALL ASSEMBLY.

3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT. (NOTE: W RATING APPLIES ONLY WHEN FB-3000 WT SEALANT IS USED.)

*BEARING THE UL CLASSIFICATION MARKING

MIN FLOOR OR

WALL THKNS IN.

(MM)

2-1/2 (64)

2-1/2 (64)

4-1/2 (114)

NOM PIPE TUBE OR

CONDUIT DIAM IN.

(MM)

1/2-12 (13-305)

1/2-12 (13-305)

1/2-6 (13-152)

MAX

ANNULAR

SPACE IN.

(MM)

1-3/8 (35)

3-1/4 (83)

MIN. CAULK

THKNS IN.

(MM)

1/2 (13)

1 (25)

1/4 (6) (a)

System No. C-AJ-1044 June 15, 2005

F Ratings - 2, 3, and 4 Hr (See Items 2A and 4) T Rating - 0 Hr

L Rating At Ambient - 2 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq ft

W Rating - Class I (See Item 4)

SECTION A-A

A

A

F

RATING

HR

1-3/8 (35)

1/2 (13)

1 (25)

1 (25)

1 (25)

2 (51)

1 (25) (b)1-3/8 (35)

3-1/4 (83)

2 (51)

2 (51)

2 (51)

1-1/4 (32)1/2-12 (13-305)

1/2-12 (13-305)

22-30 (558-762)

1/2-20 (13-508)

1/2-6 (13-152)

1/2-20 (13-508)

4-1/2 (114)

4-1/2 (114)

4-1/2 (114)

4-1/2 (114)

4-1/2 (114)

5-1/2 (140)

1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:

A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM)

WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.

B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF

OPENING IS 26 IN. (660 MM).

2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN.

(305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.

C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL

ELECTRICAL METALLIC TUBING

D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING

E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - THE FOLLOWING TYPES OF STEEL FLEXIBLE METAL GAS

PIPING MAY BE USED:

1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY

NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

OMEGA FLEX INC

2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY

NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

TITEFLEX CORP

A BUNDY CO

3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY

NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

WARD MFG INC

3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32, 48 AND 64 MM) THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT

LOCATION ON BOTH SIDES OF WALL.

THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN

WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.

THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW:

+WHEN COPPER PIPE IS USED, T RATING IS 0 HR.

3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT,

*BEARING THE UL CLASSIFICATION MARKING

SYSTEM NO.W-L-1001

JUNE 15, 2005

F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3)

T RATINGS - 0, 1, 2, 3, AND 4 HR (SEE ITEM 3)

L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT

L RATING AT 400 F - LESS THAN 1 CFM/SQ FT

MAX PIPE OR

CONDUIT DIAM

IN. (mm)

1 (25)

1 (25)

4 (102)

6 (152)

12 (305)

F RATING

HR

1 OR 2

3 OR 4

1 OR 2

3 OR 4

1 OR 2

T RATING

HR

0+, 1 OR 2

3 OR 4

SECTION A-A

1B

1A

3A

A

NOTES:

1. J-HOOKS TO BE LOCATED MAX 5' APART.

2. 1' MAX.

FINISHED FLOOR

MOUNT AT HEIGHT

EQUIVALENT TO ADJACENT

POWER, NOMINALLY 18" AFF

4-11/16" SQ. BY 2-1/2"

DEEP BOX WITH SINGLE

GANG 5/8" TILE RING.

1-1/4" CONDUIT WITH

COMMUNICATIONS WIRING

WALL

CORRIDORROOM

6" MIN NYLON BUSHING

COORDINATE WITH DUCTWORK

EXTEND CONDUIT TO ABOVE

FINISHED ACCESSABLE

CEILING IN CORRIDOR TO

CABLE TRAY UNLESS NOTED

OTHERWISE.

SUSPENDED LAY-IN CEILING

CABLE TRAY

GROUND CONDUIT TO

CABLE TRAY

DETAIL NOTES:

A. ALL EQUIPMENT AND INSTALLATION SHALL BE APPROVED BY VAMC

IT DEPARTMENT.

(1) 4 PR UTP

DATA

CABLE/JACK

(1) 4 PR UTP

TELEPHONE

CABLE/JACK

1/2" HIGH BLACK LETTERS

ON CLEAR BACKGROUND,

PANDUIT OR EQUAL ON

PERMANENT LABEL,

TYPICAL.

XXX

XXX

B B

T T

BLANK

SINGLE GANG COVER

PLATE WITH 6 OUTLETS

(TYPICAL). LOCATIONS

AS SHOWN ON PLANS

TELE/DATA (TYP.) ( 4)

(1) 4 PR UTP

TELEPHONE

CABLE/JACK

C C

(1) 4 PR UTP

DATA CABLE/JACK

BLANK

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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T-501

TECHNOLOGY DETAILS

24 26LAS

VIDEO SURVEILLANCE

SECURITY YORK

ALVIN C. YORK CAMPUS

3400 LEBANON ROAD

MURFREESBORO, TN 37129 JUNE 13, 2024

BID DOCUMENTS

626A4-22-10422-215

JVE

Scale: No Scale

UL PENETRATION DETAIL C-AJ-1001

Scale: No Scale

UL PENETRATION DETAIL C-AJ-1044

Scale: No Scale

UL PENETRATION DETAIL W-L-1001

Scale: No Scale

J-HOOK DETAIL

Scale: No Scale

TELECOMMUNICATIONS OUTLET INSTALLATION DETAIL

Scale: No Scale

TELECOMMUNICATIONS FACEPLATES

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4 1/2"

/4

1 3/4"

/8

/4

3 3/8"

1 3/4"

/8

2 1/2"

/4

/8

/2

2 3/8" 5 3/4"

SURFACE MOUNT

IN CEILING

PENDANT MOUNT

D=7 1/8"

5 1/8"

P13 DOME - OUTDOOR SURFACE MOUNT ADAPTER

D=6 1/8"

4 1/2" 2 1/2"

/2

H6SL DOME - SURFACE MOUNT ADPATER

SURFACE MOUNT

IN CEILING

PENDANT MOUNT

10 1/4"

/8

/2

/8

/4

7 3/4"

/4

/8

/4

7 7/8"

PENDANT ARM

1'-3 1/4"

/2

/8

/4

3 7/8"

D=11 3/4"

8 7/8"

/2

/8

7 7/8"

/4

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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TECHNOLOGY DETAILS

25 26LAS

VIDEO SURVEILLANCE

SECURITY YORK

ALVIN C. YORK CAMPUS

3400 LEBANON ROAD

MURFREESBORO, TN 37129 JUNE 13, 2024

BID DOCUMENTS

626A4-22-10422-215

JVE

Scale: N.T.S.

CAMERA H5A MH - DIMENSIONS - BASIS OF DESIGN

Scale: N.T.S.

CAMERA H6A - DIMENSIONS - BASIS OF DESIGN

Scale: N.T.S.

CAMERA H6SL - DIMENSIONS - BASIS OF DESIGN

Scale: N.T.S.

CAMERA H5A MH - ISOMETRIC - BASIS OF DESIGN

Scale: N.T.S.

CAMERA H5A MH - DIMENSIONS - BASIS OF DESIGN