Final Drawings 626A4-21-205.pdf

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT

BETWEEN THE COR AND CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE SHOULD THEY MEET PROJECT REQUIREMENTS. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI- RECESSED PRODUCT(S) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE

NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL

OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. THE CONTRACTOR INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR CONSTRUCTING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL

FURNISH ALL NECESSARY PERMITS.

11. REFER TO PLUMBING, ELECTRICAL, MECHANICAL, ETC. DRAWINGS FOR ADDITIONAL INFORMATION.

12. PROVIDE BLOCKING OR 16 GAGE METAL BACKING PLATES AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS REQUIRED FOR COMPLETION OF THE

WORK.

13. COORDINATE THE WORK OF TRADES PRIOR TO THE START OF CONSTRUCTION.

14. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK FOR EACH PHASE.

15. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE OF EXISTING WALL SURFACE.

16. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES AND PUBLISHED STANDARDS.

17. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDTIONS AND RENOVATION PROJECTS. THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT PORTRAY

FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR FURTHER DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO PROCEEDING

WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL CENTER GROUNDS. COORDINATE

WITH VA COR.

4. PATCHED WALL OPENING (S) SHALL MATCH THE INTEGRITY OF ADJACENT CONSTRUCTION UNLESS INDICATED

OTHERWISE.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH VA COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR TO PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.) REPAIR OR

REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. CONTRACTOR SHALL REPORT TO THE VA COR IMMEDIATELY WHEN DISCREPANCIES TO THE DRAWINGS ARE FOUND

IN THE FIELD.

9. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

10. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT INDENTIFIED WITHIN THE SCOPE OF WORK.

11. REFER TO THE COMPLETE SET OF ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF

ELECTRICAL AND ALL RELATED SYSTEMS.

12. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

13. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT INDICATED OR THAT ARE NOT IDENTIFIED. SHALL

BE REPORTED TO THE CONTRACTING OFFICER IMMEDIATELY.

14. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY VA COR AND ARCHITECT OF ANY CONFLICTS

PRIOR TO PROCEEDING WITH DEMOLITION.

15. ALL ITEMS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE VA MEDICAL CENTER UNTIL CONFIRMATION HAS BEEN MADE BY THE VA COR AS TO WHETHER THE VA WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE VA COR OR DESIGNATED ON THE DRAWINGS TO BE RELOCATED, REINSTALLED OR REMOVED FROM THE SITE BY

CONTRACTOR.

16. VA SHALL HAVE FIRST OPPORTUNITY FOR SALVAGE. ALL ITEMS NOTE SALVAGED BY THE VA TO BE REMOVED AND DISPOSED OF BY THE CONTRACTOR IN APPROVED MANNER IN COMPLIANCE WITH LOCAL REGULATIONS.

17. CONTRACTOR SHOULD NOTIFY VA COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS TO ACCOMMODATE INSTALLATION OF MECHANICAL, PLUMBING, STRUCTURAL, ELECTRICAL, OR DATA ITEMS (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND

INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH EXISTING.

18. COORDINATE WITH VA COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR USE

OF FREIGHT ELEVATOR. SEE DWG A-001 FOR LOGISTICS.

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

0 4 8 16

DEMOLITION KEYNOTE WINDOW TYPE

ROOF OR CEILING

PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

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.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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G-001

COVER, ARCHITECTURAL SYMBOLS

AND NOTES

1 3EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129

VA PROJECT #: 626A4-21-205

LCW

DRAWING LIST

GENERAL

G-001 COVER, ARCHITECTURAL SYMBOLS AND NOTES 1 3

G-201 SITE PLAN 2 3

G-202 FIRST FLOOR AND MEZZANINE LIFE SAFETY PLANS 3 3

CIVIL

CS101 CIVIL SITE & UTILITY PLAN 1 3

CD101 DEMOLITION PLAN 2 3

CS501 CONSTRUCTION DETAILS 3 3

ARCHITECTURAL

A-001 LOGISTICS PLAN 1 5

AD101 FIRST FLOOR DEMOLITION PLAN 2 5

AE101 FIRST FLOOR PLAN AND FIRST FLOOR REFLECTED CEILING PLAN 3 5

AE301 WALL SECTIONS, BUILDING SECTION, AND DETAILS 4 5

AE701 DOOR AND ROOM FINISH SCHEDULES AND DETAILS 5 5

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 4

FX002 FIRE SUPPRESSION DESIGN DATA 2 4

FD101 GROUND FLOOR FIRE SUPPRESSION DEMOLITION PLAN 3 4

FX101 GROUND FLOOR AND MEZZANINE FIRE SUPPRESSION PLANS 4 4

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 3

PD101 GROUND FLOOR PLUMBING DEMOLITION PLANS 2 3

PP101 GROUND FLOOR PLUMBING PLANS 3 3

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 3

MD101 GROUND FLOOR MECHANICAL DEMOLITION PLAN 2 3

MH101 GROUND FLOOR AND MEZZANINE HVAC PLANS 3 3

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 5

ED101 FIRST FLOOR AND MEZZANINE ELECTRICAL DEMOLITION PLANS 2 5

E-101 FIRST FLOOR AND MEZZANINE ELECTRICAL PLANS 3 5

EL101 FIRST FLOOR AND MEZZANINE LIGHTING PLAN 4 5

E-601 ELECTRICAL RISERS, SCHEDULES, AND DETAILS 5 5

BLDG 146 PROJECT LOCATION

N N

GENERAL NOTES DEMOLITION NOTES

GENERAL SYMBOL LEGEND ARCHITECTURAL SYMBOL LEGEND

DocuSign Envelope ID: B5608AB8-24BF-40EF-AAE3-A7FEABFC68EE

5/9/2022

SCOPE OF WORK

BUILDING 146

BUILDING 147

BUILDING 112

NEW CONCRETE WORK

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

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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G-201

SITE PLAN

2 3EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

LCW

Scale: 1/16" = 1'-0"

SITE PLAN

NORTH

0 8 16 32

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

ABBREVIATIONS

UP

WH

DN

BUILDING 112

41 SF

ELEC.

X105

34 SF

OIT

X106

251 SF

BREAKROOM

X103

8516 SF

WAREHOUSE

X101

347 SF

OFFICE

X102

84'-4"

CAPACITYCLR

EXTERIOR

EXIT

35" 175

RAMP DOWN

CAPACITYCLR

EXTERIOR

EXIT

37" 185

68'-0"

1 2

A

B

C

D

E

F

MEZZANINE ABOVE

CAPACITYCLR

EXTERIOR

EXIT

35" 175

CAPACITYCLR

EXTERIOR

EXIT

35" 175

66 SF

UTILITY

ROOM

X104

CHAIN

LINK

GATE

CHAIN LINK ENCLOSURE

D

IS

T A

N C

E

'-8

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

AREA OF REFUGE

HAZARDOUS LOCATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

CA

DE

KB

XXX

XXX

FEB

FEC

FBC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

1573 SF

MEZZANINE

X201

BUILDING 112

1 2

A

B

C

D

E

F

EXIT DOOR

AT GRADE

LEVEL

62'-6

HIGH POINT (ABOVE)

WAREHOUSE

X101

EGRESS WIDTH

(per IBC 1005.1)

COMMON PATH OF TRAVEL

(per IBC Chapter 10)

EXIT ACCESS TRAVEL

(per IBC TABLE 1016.1)

DEAD-END CORRIDOR

(per IBC 1018.4)

EXIT DOORS = 35"/(0.20) = 175 PPL

100'-0" MAXIMUM

400'-0" MAXIMUM DISTANCE,

WITH 1017.2.2 EXCEPTIONS

50'-0" MAXIMUM

OCCUPANT LOAD

(per IBC TABLE 1004.1)

OCCUP. 1 = 9255 GSF/500 = 18 PPL

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

10,144 SF

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

9,255 SF

REQUIRED # OF EXITS

(per IBC 1015.1)

1 EXIT REQUIRED IF UNDER 49

TOTAL OCCUPANTS

REQUIRED DISTANCE

BETWEEN EXITS

48'-10" MINIMUM

FLOOR

AGGREGATE FLOOR AREAS (per TABLE 503):

EXISTING NEW TOTAL

FIRST 0 SF

AREA TOTAL = 10,828 SF

AREA ALLOWED = 70,000 SF Per Story

MEZZANINE 0 SF

9255 SF

1573 SF

EGRESS INFORMATION

BUILDING HEIGHT = 36'-0"

ALLOWABLE HEIGHT = 4 STORIES

AREA AND HEIGHT REQUIREMENTS:

9255 SF

1573 SF

NOT IN PROJECT

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:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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G-202

FIRST FLOOR AND MEZZANINE LIFE

SAFETY PLANS

3 3EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

LCW

CODE INFORMATION

NORTH

0 4 8 16

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

FIRST FLOOR LIFE SAFETY PLAN

LIFE SAFETY LEGEND

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

MEZZANINE LIFE SAFETY PLAN

NORTH

0 4 8 16

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1 INSTALL NEW SLOPED GYPSUM BOARD

CEILING.

2 REMOVE NON-LABELLED ROLL UP DOOR

AND FRAME AND REPLACE WITH B-LABEL

ROLL UP SHUTTER.

LEGEND

PROPOSED USE:

OWNED BY:

CODE ENFORCEMENT JURISDICTION: FEDERAL GOVERNMENT

APPLICABLE CODES:

GENERAL CODE INFORMATION:

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

SRINKLERED

MEZZANINE

PRIMARY OCCUPANCY:

SECONDARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

FEDERAL GOVERNMENT

WAREHOUSE

TYPE IIB

WAREHOUSE-STORAGE S-1

NONE

2021 International Building Code

2018 International Plumbing Code

2018 International Mechanical Code 2018 ADA Code 2017 NFPA 70 National Electrical Code 2021 NFPA 101 Life Safety Code

2015 Architectural Barriers Act

VA Design Guide Architectural Manual 2014 August 01

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129

DEPARTMENT OF VETERANS AFFAIRS

1. IBC HAS BEEN USED AND REFERENCED IN THE

CODE SUMMARY FOR ISSUES NOT ADDRESSED IN

NFPA 101 AND OTHER NFPA SECTIONS PER PG-18-3

DESIGN AND CONSTRUCTION PROCEDURES, TOPIC

1 - CODE, STANDARDS AND EXECUTIVE ORDERS

AND NOTE 1, DATED SEPTEMBER 2013

SS

SS

SS

SS

SS

SS

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SS

SS

SS

SS

SS

SS

SS

WWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

W W

W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

W W

W W

W

W W

W W

W W

W W

W W

W W

W W

W W

W

W W W W

UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T

UG

/T

UG

/T

UG

/T

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/T

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/T

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/T

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/T

UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T

UG/T UG/T UG/T UG/T UG/T UG/T UG/T

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/T

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/T

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/T

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/T

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/T

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EXISTING STORM LINES

(TYPICAL)

SSSSSSSS

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

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.Revisions: Date#

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C. YORK

3400 LEBANON PIKE

MURFREESBORO, TN. 37129 MAY 12, 2022

626A4-21-205

BID DOCUMENTS

ZLRFCM

CIVIL SITE & UTILITY PLAN

CS101

1) CONTRACTOR SHALL NOTIFY COR OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE EXISTING

CONDITIONS SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY

NEW CONSTRUCTION.

2) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

3) NO OUTSIDE STORAGE IS PERMITTED. THIS INCLUDES SUPPLIES,

VEHICLE, EQUIPMENT, PRODUCTS, ETC.

4) THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE

SURVEY. ALL EXISTING UTILITIES AND SITE FEATURES ARE AN

APPROXIMATION

5) MAXIMUM CUT OR FILL SLOPE=3H:1V

9) CONTRACTOR TO PROVIDE VA COR WITH MINIMUM 2 WEEK

NOTICE PRIOR TO ANY INTERRUPTION OF UTILITY SERVICES OR

FACILITY ACCESS.

10) 24 HOUR CONTACT: VA COR

SHEET NOTES:

SHEET KEY NOTES:

KEY PLAN

1) PROVIDE FDC ON EXTERIOR WALL.

2) PROVIDE 8" FIRE MAIN.

3) PROVIDE 10" X 8" TEE.

4) PROVIDE 8" GATE VALVE.

5) PROVIDE POST INDICATOR VALVE AT LEAST 36' (HEIGHT OF

BUILDING) FROM BUILDING WALL.

6) PROVIDE 10" GATE VALVE.

7) JACK AND BORE NEW FIRE MAIN UNDER VETERANS

CIRCLE.PROVIDE TRAFFIC MANAGEMENT.

8) CONNECTION TO EXISTING 10" MAIN TO BE MADE WEST OF

EXISTING PRV.

9) PROVIDE NEW CONCRETE SIDEWALK. SEE CONCRETE PAVING

NOTES ON SHEET CD101 AND DETAIL 1 ON SHEET CS501.

1" = 20'

SCALE IN FEET

20 10 20 40

LEGEND

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

PROPOSED WATER LINE

EXISTING SITE LIGHTING

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W W W

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BLDG 147

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EXISTING STORM LINES

(TYPICAL)

SSSSSSSS

LEGEND

UTILITIES TO BE REMOVED.

CONCRETE TO BE REMOVED.

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING FIRE HYDRANT

EXISTING VALVE

EXISTING NATURAL GAS

EXISTING LIGHT

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE COR

AND ENGINEER IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT. ALL IN PLACE UTILITIES ARE TO BE

PROTECTED UNLESS OTHERWISE NOTED.

4) THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND

LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATION

AND RELOCATION OF AND TIE-IN TO UTILITIES.

5) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT

ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR

OR REPLACE SUCH DAMAGED PROPERTY TO THE COR'S

SATISFACTION AT NO COST TO THE VA.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF

THE ENGINEER.

7) CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COR

AND ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL

UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE

CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR

RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

8) THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE

SURVEY. ALL EXISTING UTILITIES AND SITE FEATURES ARE AN

APPROXIMATION

9) CONTRACTOR TO PROVIDE VA COR WITH MINIMUM 2 WEEK

NOTICE PRIOR TO ANY INTERRUPTION OF UTILITY SERVICES OR

FACILITY ACCESS.

W W

SS SS

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

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.Revisions: Date#

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C. YORK

3400 LEBANON PIKE

MURFREESBORO, TN. 37129 MAY 12, 2022

626A4-21-205

BID DOCUMENTS

ZLRFCM

1) EXISTING 4" WATER LINE TO BE REMOVED AT CORP STOP AT

MAIN.

2) EXISTING POST INDICATOR VALVE TO BE REMOVED.

3) EXISTING HVAC UNIT TO REMAIN.

4) EXISTING POST INDICATOR VALVE TO REMAIN.

5) EXISTING NATURAL GAS LINE TO REMAIN. THIS GAS MAIN

SERVES THE BOILERS FOR THE ENTIRE CAMPUS AND MUST BE

PROTECTED.

6) EXISTING SANITARY SEWER MAIN AND LATERAL TO REMAIN

7) EXISTING 10" WATER MAIN

1" = 20'

SCALE IN FEET

20 10 20 40

FIS

H

ER H

O U S E

PA

R

KIN

G S

PAC

ES

EN

TER

EXIT

SHEET NOTES:

SHEET KEY NOTES:

KEY PLAN

FIS

H

ER H

O U S E

PA

R

KIN

G S

PAC

ES

EN

TER

EXIT

DEMOLITION PLAN

CD101

PROJECT AREA

GAS

CONCRETE PAVING

1.) PROJECT CONDITIONS

A. TRAFFIC CONTROL: MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED

FOR OTHER CONSTRUCTION ACTIVITIES.

2.) STEEL REINFORCEMENT

A. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185/A 185M, FABRICATED FROM AS-DRAWN

STEEL WIRE INTO FLAT SHEETS.

B. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60 ; DEFORMED.

C. JOINT DOWEL BARS: ASTM A 615/A 615M, GRADE 60 PLAIN-STEEL BARS. CUT BARS TRUE TO LENGTH

WITH ENDS SQUARE AND FREE OF BURRS.

D. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS, WELDED WIRE REINFORCEMENT, AND DOWELS IN PLACE.

MANUFACTURE BAR SUPPORTS ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE" FROM

STEEL WIRE, PLASTIC, OR PRECAST CONCRETE OF GREATER COMPRESSIVE STRENGTH THAN

CONCRETE SPECIFIED, AND AS FOLLOWS:

3.) CONCRETE MATERIALS

A. CEMENTITIOUS MATERIAL: USE CEMENTITIOUS MATERIALS, OF SAME TYPE, BRAND, AND SOURCE

THROUGHOUT PROJECT.

B. NORMAL-WEIGHT AGGREGATES: ASTM C 33,, UNIFORMLY GRADED. PROVIDE AGGREGATES FROM A

SINGLE SOURCE.

1. MAXIMUM COARSE-AGGREGATE SIZE: 1 INCH NOMINAL.

2. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT.

4.) RELATED MATERIALS

A. JOINT FILLERS: ASTM D 1751, ASPHALT-SATURATED CELLULOSIC FIBER IN PREFORMED STRIPS.

5.) WHEEL STOPS

A. WHEEL STOPS: PRECAST, AIR-ENTRAINED CONCRETE, 2500-PSI MINIMUM COMPRESSIVE

STRENGTH,. PROVIDE CHAMFERED CORNERS AND DRAINAGE SLOTS ON UNDERSIDE AND HOLES

FOR ANCHORING TO SUBSTRATE.

6.) SIDEWALKS

A. SIDEWALKS: SLOPE SIDEWALKS AWAY FROM BUILDING WITH A 1.5% CROSS-SLOPE UNLESS

DRAWINGS INDICATE OTHERWISE.

7.) PREPARATION

A. REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFORE PLACING

CONCRETE.

8.) STEEL REINFORCEMENT

A. GENERAL: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT.

B. CLEAN REINFORCEMENT OF LOOSE RUST AND MILL SCALE, EARTH, ICE, OR OTHER BOND-REDUCING

MATERIALS.

C. ARRANGE, SPACE, AND SECURELY TIE BARS AND BAR SUPPORTS TO HOLD REINFORCEMENT IN

POSITION DURING CONCRETE PLACEMENT. MAINTAIN MINIMUM COVER TO REINFORCEMENT.

D. INSTALL WELDED WIRE REINFORCEMENT IN LENGTHS AS LONG AS PRACTICABLE. LAP ADJOINING

PIECES AT LEAST ONE FULL MESH, AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING

WIDTHS TO PREVENT CONTINUOUS LAPS IN EITHER DIRECTION.

E. ZINC-COATED REINFORCEMENT: USE GALVANIZED-STEEL WIRE TIES TO FASTEN ZINC-COATED

REINFORCEMENT. REPAIR CUT AND DAMAGED ZINC COATINGS WITH ZINC REPAIR MATERIAL.

9.) JOINTS

A. GENERAL: FORM CONSTRUCTION, ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGES TRUE

TO LINE, WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. CONSTRUCT

TRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED.

1. WHEN JOINING EXISTING PAVING, PLACE TRANSVERSE JOINTS TO ALIGN WITH PREVIOUSLY

PLACED JOINTS UNLESS OTHERWISE INDICATED.

2. ENSURE FORMS PROVIDE CORRECT HORIZONTAL AND VERTICAL ALIGNMENT BETWEEN NEW

AND EXISTING PAVEMENTS, SIDEWALKS, CURB AND GUTTER, ETC.

B. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING

AND AT LOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR

UNLESS PAVING TERMINATES AT ISOLATION JOINTS.

1. CONTINUE STEEL REINFORCEMENT ACROSS CONSTRUCTION JOINTS UNLESS OTHERWISE

INDICATED. DO NOT CONTINUE REINFORCEMENT THROUGH SIDES OF PAVING STRIPS UNLESS

OTHERWISE INDICATED.

2. PROVIDE TIE BARS AT SIDES OF PAVING STRIPS WHERE INDICATED.

3. KEYED JOINTS: PROVIDE PREFORMED KEYWAY-SECTION FORMS OR BULKHEAD FORMS WITH

KEYS UNLESS OTHERWISE INDICATED. EMBED KEYS AT LEAST 1-1/2 INCHES INTO CONCRETE.

4. DOWELED JOINTS: INSTALL DOWEL BARS AND SUPPORT ASSEMBLIES AT JOINTS WHERE

INDICATED. LUBRICATE OR COAT WITH ASPHALT ONE-HALF OF DOWEL LENGTH TO PREVENT

CONCRETE BONDING TO ONE SIDE OF JOINT.

C. ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT-FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, OTHER FIXED OBJECTS, AND

WHERE INDICATED.

1. LOCATE EXPANSION JOINTS AT INTERVALS OF 30 FEET UNLESS OTHERWISE INDICATED.

2. EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT.

3. TERMINATE JOINT FILLER NOT LESS THAN 1/2 INCH OR MORE THAN 1 INCH BELOW FINISHED

SURFACE IF JOINT SEALANT IS INDICATED.

4. PLACE TOP OF JOINT FILLER FLUSH WITH FINISHED CONCRETE SURFACE IF JOINT SEALANT IS

NOT INDICATED.

5. FURNISH JOINT FILLERS IN ONE-PIECE LENGTHS. WHERE MORE THAN ONE LENGTH IS

REQUIRED, LACE OR CLIP JOINT-FILLER SECTIONS TOGETHER.

6. DURING CONCRETE PLACEMENT, PROTECT TOP EDGE OF JOINT FILLER WITH METAL, PLASTIC, OR OTHER TEMPORARY PREFORMED CAP. REMOVE PROTECTIVE CAP AFTER CONCRETE HAS

BEEN PLACED ON BOTH SIDES OF JOINT.

D. CONTRACTION JOINTS: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST

ONE-FOURTH OF THE CONCRETE THICKNESS, AS FOLLOWS:

1. GROOVED JOINTS: FORM CONTRACTION JOINTS AFTER INITIAL FLOATING BY GROOVING AND

FINISHING EACH EDGE OF JOINT WITH GROOVING TOOL TO A 1/4-INCH RADIUS. REPEAT

GROOVING OF CONTRACTION JOINTS AFTER APPLYING SURFACE FINISHES. ELIMINATE

GROOVING-TOOL MARKS ON CONCRETE SURFACES.

2. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH

SHATTERPROOF ABRASIVE OR DIAMOND-RIMMED BLADES. CUT 1/8-INCH- WIDE JOINTS INTO

CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE

SURFACE AND BEFORE DEVELOPING RANDOM CONTRACTION CRACKS.

3. DOWELED CONTRACTION JOINTS: INSTALL DOWEL BARS AND SUPPORT ASSEMBLIES AT JOINTS

WHERE INDICATED. LUBRICATE OR COAT WITH ASPHALT ONE-HALF OF DOWEL LENGTH TO

PREVENT CONCRETE BONDING TO ONE SIDE OF JOINT.

E. EDGING: AFTER INITIAL FLOATING, TOOL EDGES OF PAVING, GUTTERS, CURBS, AND JOINTS IN

CONCRETE WITH AN EDGING TOOL TO A 1/4-INCH RADIUS. REPEAT TOOLING OF EDGES AFTER

APPLYING SURFACE FINISHES. ELIMINATE EDGING-TOOL MARKS ON CONCRETE SURFACES.

10.) FIELD QUALITY CONTROL

A. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.

B. PROMPTLY SEND TEST REPORTS TO THE ENGINEER FOR REVIEW AND APPROVAL.

C. TESTING SERVICES: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED

ACCORDING TO ASTM C 172 SHALL BE PERFORMED BY THE GENERAL CONTRACTOR'S TESTING

AGENCY ACCORDING TO THE FOLLOWING REQUIREMENTS:

1. TESTING FREQUENCY: OBTAIN AT LEAST ONE COMPOSITE SAMPLE FOR EACH 100 CU. YD. OR

FRACTION THEREOF OF EACH CONCRETE MIXTURE PLACED EACH DAY. WHEN FREQUENCY OF

TESTING WILL PROVIDE FEWER THAN FIVE COMPRESSIVE-STRENGTH TESTS FOR EACH

CONCRETE MIXTURE, TESTING SHALL BE CONDUCTED FROM AT LEAST FIVE RANDOMLY

SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE ARE USED.

2. SLUMP: ASTM C 143/C 143M; ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE

SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE.

PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE.

3. AIR CONTENT: ASTM C 231, PRESSURE METHOD; ONE TEST FOR EACH COMPOSITE SAMPLE,

BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE.

4. CONCRETE TEMPERATURE: ASTM C 1064/C 1064M; ONE TEST HOURLY WHEN AIR TEMPERATURE

IS 40 DEG F AND BELOW AND WHEN IT IS 80 DEG F AND ABOVE, AND ONE TEST FOR EACH

COMPOSITE SAMPLE.

5. COMPRESSION TEST SPECIMENS: ASTM C 31/C 31M; CAST AND LABORATORY CURE ONE SET OF

THREE STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE.

6. COMPRESSIVE-STRENGTH TESTS: ASTM C 39/C 39M; TEST ONE SPECIMEN AT SEVEN DAYS AND

TWO SPECIMENS AT 28 DAYS. A COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE

COMPRESSIVE STRENGTH FROM TWO SPECIMENS OBTAINED FROM SAME COMPOSITE SAMPLE

AND TESTED AT 28 DAYS.

D. STRENGTH OF EACH CONCRETE MIXTURE WILL BE SATISFACTORY IF AVERAGE OF ANY THREE

CONSECUTIVE COMPRESSIVE-STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED COMPRESSIVE

STRENGTH AND NO COMPRESSIVE-STRENGTH TEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE

STRENGTH BY MORE THAN 500 PSI.

E. TEST RESULTS SHALL BE REPORTED IN WRITING TO ENGINEER, CONCRETE MANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OF COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND INSPECTING AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGN

COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIXTURE PROPORTIONS AND MATERIALS,

COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28-DAY TESTS.

F. ADDITIONAL TESTS: TESTING AND INSPECTING AGENCY SHALL MAKE ADDITIONAL TESTS OF

CONCRETE WHEN TEST RESULTS INDICATE THAT SLUMP, AIR ENTRAINMENT, COMPRESSIVE

STRENGTHS, OR OTHER REQUIREMENTS HAVE NOT BEEN MET, AS DIRECTED BY ENGINEER.

G. CONCRETE PAVING WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND

INSPECTIONS.

H. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO

DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS.

I. PREPARE TEST AND INSPECTION REPORTS.

11.) REPAIRS AND PROTECTION

A. REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT

DOES NOT COMPLY WITH REQUIREMENTS IN THIS SECTION. REMOVE WORK IN COMPLETE

SECTIONS FROM JOINT TO JOINT UNLESS OTHERWISE APPROVED BY ENGINEER.

B. DRILL TEST CORES, WHERE DIRECTED BY ENGINEER, WHEN NECESSARY TO DETERMINE

MAGNITUDE OF CRACKS OR DEFECTIVE AREAS. FILL DRILLED CORE HOLES IN SATISFACTORY

PAVING AREAS WITH PORTLAND CEMENT CONCRETE BONDED TO PAVING WITH EPOXY ADHESIVE.

C. PROTECT CONCRETE PAVING FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14

DAYS AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVING AS

CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY

OCCUR.

D. MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN

MATERIAL. SWEEP PAVING NOT MORE THAN TWO DAYS BEFORE DATE SCHEDULED FOR

SUBSTANTIAL COMPLETION INSPECTIONS.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

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.Revisions: Date#

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C. YORK

3400 LEBANON PIKE

MURFREESBORO, TN. 37129 MAY 12, 2022

626A4-21-205

BID DOCUMENTS

ZLRFCM

CONSTRUCTION DETAILS

CS501

CS501

CS501

CS501

CS501

CS501

CS501

CS501

EXISTING

12'-2"

11'-3"

9'-3" 11'-5"

8'

V E

T E

R A

N S

B

LV

D

VETERANS C

IR

CLE

SOUTHVIEW DRIVE

C O

M P

T O

N R

O A

D

VETERANS CIRCLE

SAM JARED ROAD

VETERANS CIRCLE

V E

T E

R A

N S

C

IR

C L E

E A

S T

M A

IN

S

T R

E E

T

EASTVIEW DRIVE

NORTHVIEW DRIVE

B O

IL

E

R P

LA

N

T R

D

P A

R K

R O

A D

P A

R K

R O

A D

G A

R D

E N

D R

IV

E

JO

H

N F

C O

A D

Y D

R

IV

E

JO

HN

F C

O

AD

Y

DR

IV

E

LAKE RO

AD

HILL

S

TREET

LAKE ROAD

TENNESSEE

STATE

VETERANS

HOME

81121

147 112

109 107

2 9

FISHER HOUSE

FLAMABLE STORAGE

CHOP

HOUSE

LP

TANK

3/4" Propane LineApprox. 27" Below Grade

1-1/4" Propane LineApprox. 18" Below Grade

FISHER HOUSE

PARKING

27 SPACES

ENTER

EXIT

BUILDING 146

BUILDING IN CONTRACT

BUILDING NUMBERSXX

CONTRACTOR

STAGING AREA

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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A-001

LOGISTICS PLAN

1 5EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

LCW

Scale: 1" = 100'-0"

LOGISTICS PLAN

A. CONTRACTOR SHALL PROVIDE TEMPORARY

ENTRANCES AND SCAFFOLDING TO PROVIDE

CONSTRUCTION ACCESS TO CEILING

CONSTRUCTION AREA.

B. CONTRACTOR TO ENSURE THAT SCAFFOLDING

AND PROTECTIVE MEASURES COMPLY WITH ALL

OSHA REQUIREMENTS. CONTRACTOR WILL BE

RESPONSIBLE FOR DESIGN AND ENGINEERING OF

SCAFFOLDING AND PROTECTIVE MEASURES.

C. CONTRACTOR SHALL BE REQUIRED TO INSPECT

ALL SCAFFOLDING AND PROTECTIVE MEASURES

DAILY TO ENSURE THEY ARE SAFE AND COMPLY

WITH OSHA REQUIREMENTS.

D. CONTRACTOR SHALL REPAIR ALL AREAS

DAMAGED OR DISTURBED DURING

CONSTRUCTION. THIS INCLUDES BUILDING

FINISHES, EXTERIOR OR INTERIOR, LANDSCAPE,

SIDEWALKS, PAVING OR ANY AREA DAMAGED BY

THE CONSTRUCTION WORK. RESTORE AREAS TO

ORIGINAL CONDITION.

E. DUMPSTER LOCATION IS TO BE COORDINATED

WITH THE COR PRIOR TO LOCATION ON SITE.

F. CONTRACTOR SHALL PROTECT THE LANDSCAPE

SPRINKLER SYSTEM IN CONSTRUCTION LAY

DOWN AREA FROM DAMAGE. CAP ALL HEADS IN

THIS AREA DURING THE CONSTRUCTION PERIOD.

RESTORE SPRINKLER SYSTEM TO FULL

OPERATION AT END OF CONSTRUCTION.

G. CONTRACTOR SHALL PREPARE A PLAN OF THE

LAY DOWN/SECURITY FENCE AREA WITH

LOCATION ALL ELEMENTS INCLUDING DUMPSTER

AND TRASH COLLECTION AREA AND SHALL

SUBMIT TO COR FOR REVIEW.

H. CONTRACTOR TO ENSURE THE CONSTRUCTION

FENCED AREA IS LOCKED/SECURED DURING ALL

PERIODS WHEN CONSTRUCTION WORK IS NOT

BEING PERFORMED.

I. CONTRACTOR SHALL RESTORE ALL

LANDSCAPING, HARDSCAPING AND SITE

ELEMENTS TO THE ORIGINAL CONDITION AT THE

COMPLETION OF CONSTRUCTION. CONTRACTOR

WILL PHOTOGRAPH AND DOCUMENT EXISTING

CONDITIONS PRIOR TO INSTALLING FENCING,

SCAFFOLDING OR STATING ANY CONSTRUCTION

WORK.

SITE PLAN LEGEND

1 CONTRACTOR PARKING LOCATION, LOT 8.

2 CONTRACTOR STAGING AND LAYDOWN AREA

CONTRACTOR ACCESS ROUTE

N O

R T

H

0 4 8 16

BUILDING 112

66 SF

UTILITY

ROOM

X104

251 SF

BREAKROOM

X103

8516 SF

WAREHOUSE

X101

347 SF

OFFICE

X102

41 SF

ELEC.

X105

34 SF

OIT

X106

399 SF

CAGED

STORAGE

X101A

MEZZANINE ABOVE

RAMP-DOWN

1 2

A

B

C

D

E

F

X101

1'-5"9'-2"1'-5"

NOT IN PROJECT

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

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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AD101

FIRST FLOOR DEMOLITION PLAN

2 5EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

LCW

NORTH

0 4 8 16

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

FIRST FLOOR DEMOLITION PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1 REMOVE TILE FLOORING, TILE BASE FOR

SPRINKLER ENTRANCE PIPE REMOVAL.

2 REMOVE EXISTING OVERHEAD DOOR (X101),

FRAME AND TRACK.

3 REMOVE AND REINSTALL EXISTING ACT

CEILING FOR NEW FIRE SPRINKLER PIIPING

4 PORTION OF CONCRETE SLAB AND PIPE TO BE

REMOVED (SHOWN SHADED)

LEGEND

251 SF

BREAKROOM

X103

8516 SF

WAREHOUSE

X101

347 SF

OFFICE

X102

BUILDING 112

34 SF

OIT

X106

41 SF

ELEC.

X105

UTILITY

ROOM

X104

CAGED

STORAGE

X101A

B LABEL OVERHEAD DOOR

AE301

_____4

AE301

X101

AE301

1 2

A

B

C

D

E

F

12'-0"

REFLECTED CEILING PLAN

LEGEND

DENOTES GWB

SOFFIT/CEILING

CEILING CONTRACTOR TO MEASURE EACH CEILING

AREA AND ESTABLISH A CEILING LAYOUT TO BALANCE

BORDER WIDTHS AT OPPOSITE EDGES OF EACH

ROOM. AVOID USE OF LESS-THAN 6" TILES.

SPRINKLER HEAD

UNIT HEATER

CEILING FAN

8516 SF

WAREHOUSE

X101

AE301

HIGH POINT

GWB

SLOPED

CEILING

AE301

_____4

AE301

1 2

A

B

C

D

E

F

GWB

SLOPED

CEILING

AE301

AE301

WELL FOR

FAN ACCESS

WELL FOR

FAN ACCESS

NOT IN PROJECT

4"

CEILING

DEAD

AIR

SPACE

ACCEPTABLE

LOCATIONS

FOR THE

FUSIBLE LINK

DETECTOR

SIDE WALL

NEVER

HERE

NOTE: MEASUREMENTS SHOWN ARE TO

THE CLOSEST EDGE OF THE DETECTOR.

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

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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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AE101

FIRST FLOOR PLAN AND FIRST FLOOR

REFLECTED CEILING PLAN

3 5EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

LCW

NORTH

0 4 8 16

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

FIRST FLOOR PLAN

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

FIRST FLOOR REFLECTED CEILING PLAN

NORTH

0 4 8 16

1 NEW OVERHEAD FIRE RATED DOOR,

X101 (B-LABEL, 1 1/2 HR. FIRE RATED).

WITH FUSIBLE LINK-SEE DETAIL 3/AE101

2 5/8" SUSPENDED GWB CEILING

THROUGHOUT MAIN AREA.

3 REMOVE AND REINSTALL EXISTING ACT

CEILING FOR NEW FIRE SPRINKLER

PIPING.

4 INSTALL RUBBER DOOR THRESHOLD

SEAL STRIP BY JIN & BAO OR SIMILAR

WITH ADHESIVE AND 1/4" DIA.

EXPANSION BOLTS AT 32" OC.

5 PROVIDE CONCRETE PATCH

6 PROVIDE NEW CERAMIC TILE FLOORING

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

CONTRACTOR NOTE:

1. BUILDING IS OCCUPIED. WORK SHALL BE COMPLETED

IN PHASES TO PROVIDE THE LEAST DISTURBANCE

POSSIBLE. WORK SCHEDULE TO BE REVIEWED AND

CONFIRMED PRIOR TO COMMENCEMENT WITH COR AS

PER SPECIFICATIONS.

LEGEND

Scale: 3" = 1'-0"

FUSIBLE LINK LOCATION

INTERIOR PHOTOS FOR REFERENCE

FIRST FLOOR

0"

MEZZANINE

12' - 0"

BOTTOM OF CEILING

23' - 0"

GIRT ELEV. 18'-0" AFF

GIRT ELEV. 14'-0" AFF

GIRT ELEV. 12'-0" AFF

GIRT ELEV. 7'-0" AFF

EXIST. METAL WALL PANEL

EXIST. 2" BATT INSULATION

EXIST. COLUMN (BEYOND)

EXIST. GIRT

NEW SUSPENDED GWB

R-30 BATT INSULATION

D

EXIST. STANDING SEAM METAL ROOFING

EXIST. BATT INSULATION

EXIST. PURLIN

4" POLY ISO INSULATION

EXIST. SLOPED BEAM/RAFTER

COLD FORM FRAMING

SUSPENSION WIRES

GWB SUSPENSION SYSTEM

5/8" GWB CEILING (MAX. 2/12 SLOPE)

SPRINKLERS BELOW CLG.

D

R-30 BATT INSULATION

AE301

FIRST FLOOR

0"

MEZZANINE

12' - 0"

BOTTOM OF CEILING

23' - 0"

ROOF

36' - 0"

AE301

AE301

NEW SUSPENDED GWB

CELING ON 7/8" FURRING

CHANNEL

H.P. CEILING ELEV.

28'-6"

OVERHEAD DOOR AND TRACK

1 2

SUSPENDED WIRE ON COLD

FORM FRAMING

RAFTER

R-30 BATT

INSULATION

BOTTOM OF CEILING

23' - 0"

ROOF

36' - 0"

A

6'-0"

EXIST. STANDING SEAM METAL ROOFING

COLD FORM FRAMING

5/8" GWB CEILING

(MAX. 2/12 SLOPE)EXIST. METAL WALL PANEL

EXIST. FAN

3 5/8" METAL

STUDS @ 16" O.C.

2 C10 COLD FORM

MINIMUM

10" NEW CEILING JOIST

100S200 - 68 (14 GA.) @24"O.C.

THE STEEL NETWORK BC800 @4'-0" O.C.

ATTACH TO JOIST W/2≈ #10 SCREWS

ATTACH THE CRC W/2≈ #10 SCREWS

150U50 - 54 (16 GA.) BRIDGING

@48" O.C. MAX (TYPICAL)

EXISTING PEMB. FRAME

THE STEEL NETWORK STIFFCLIP 'AL800'

ATTACH TO PEMB W/3 ≈ #12 SCREWS

ATTACH TO JOIST W/4 ≈ #12 SCREWS

STAGGER CLIPS TO AVOID CONFLICTS

BETWEEN OPPOSING SCREWS

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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AE301

WALL SECTIONS, BUILDING SECTION,

AND DETAILS

4 5EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

LCW

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

WALL SECTION

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

CEILING/ROOF SECTION

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

BUILDING SECTION

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

SECTION @FAN WELL

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

COLD FORM FRAMING CONNECTION

OH-1

S E

E S

C H

E D

U L E

SEE SCHEDULE

1. REFERENCE ROOM FINISH SCHEDULE , FINISH MATERIAL LEGEND AND SPECIFICATION 09 06 00 SCHEDULE OF

FINISHES FOR MORE INFORMATION.

2. REFERENCE REFLECTED CEILING PLAN FOR ADDITIONAL CEILING INFO.

3. ALL NEW INTERIOR FINISHES, INCLUDING FLOOR, WALL, AND CEILING MATERIALS, SHALL BE IN ACCORDANCE WITH FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS FOUND IN THE CURRENT EDITION OF THE

INTERNATIONAL BUILDING CODE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL NEW INTERIOR WALL AND CEILING FINISHES WILL BE CLASS B MINIMUM, WITH A FLAME SPREAD RATING OF 75 MAXIMUM AND A SMOKE DEVELOPED INDEX

OF 450 MAXIMUM PER IBC SECTION 803

5. PREPARE ALL FLOOR AND WALL CONSTRUCTION, NEW AND/OR EXISTING, TO RECEIVE NEW FINISHES IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDED INSTALLATION METHODS AND MATERIALS FOR ALL

FINISHES.

6. PRIOR TO INSTALLATION OF NEW FINISHES, CONTRACTOR SHALL INSPECT ALL SUBSTRATES. IF A SUBSTRATE IS DEEMED UNACCEPTABLE, THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO RECTIFY THE SITUATION OR CONTACT THE ARCHITECT WITH THE CONCERN. PROCEEDING WITH THE INSTALLATION OF FINISHES WILL BE INDICATION THAT THE INSTALLER / FINISHER ACCEPTS CONDITION OF SUBSTRATE.

7. USE MANUFACTURER'S RECOMMENDED INSTALLATION METHODS AND MATERIALS FOR ALL FINISHES.

8. FINISH LEVEL OF GYP. BD. WALLS, CEILINGS AND SOFFITS TO BE LEVEL 4, U.N.O.

9. ALL GYP. BOARD CEILINGS TO BE PAINTED P-1, U.N.O.

10. ALL PAINTED SURFACES SHALL RECEIVE A MINIMUM OF (1) ONE BASE COAT AND (2) TWO FINISH COATS

11. PAINTED SHEEN LEVEL TO BE SATIN/EGG-SHELL FOR ALL WALLS, U.N.O. SHEEN FOR ALL WET AREA WALLS, METAL DOORS AND METAL FRAMES TO BE SEMI-GLOSS.

12. PAINT ALL EXPOSED METAL SURFACES, SUCH AS GRILLES, FIRE EXTINGUISHER CABINETS, ETC. WITH PAINT TO

MATCH ADJACENT SURFACE.

FINISH GENERAL NOTES

CT CERAMIC TILE

ETR EXISTING TO REMAIN

PTD PAINTED

GWB GYPSUM WALL BOARD

LEGEND

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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AE701

DOOR AND ROOM FINISH SCHEDULES

AND DETAILS

5 5EG

UPGRADE WAREHOUSE FIRE

PROTECTION & HVAC

ALVIN C.YORK VAMC

3400 LEBANON PIKE

MURFREESBORO, TN 37129 MAY 12, 2022

BID DOCUMENTS

626A4-21-20520-317

LCW

DOOR SCHEDULE

DOOR DOOR FRAME HEAD

DETAIL NO.

JAMB

DETAIL NO.

THRESH

DETAIL NO. LBL

HDWR

SET REMARKSNO. WIDTH* HEIGHT* THICK MAT'L FINISH ELEV MAT'L FINISH ELEV

FIRST FLOOR

X101 12' - 0" 12' - 0" 2" STEEL PTD OH-1 STEEL GALV. OH-1 ETR ETR NONE 1 1/2 HR NONE

ROOM FINISH SCHEDULE

ROOM NO. NAME FLOOR BASE

WALLS CEILING

REMARKS

EAST NORTH SOUTH WEST

FIN HEIGHTFIN FIN FIN FIN

FIRST FLOOR

X104 UTILITY ROOM CT CT NONE NONE NONE NONE ETR 8' - 0"

X101 WAREHOUSE ETR NONE NONE NONE NONE NONE PTD 44' - 0"

OVERHEAD DOOR AND FRAME LEGEND

VARIES

* VERIFY IN FIELD

SLOPED CEILING

NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT

SEMI-RECESSED SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

FIRE LINEFL

CONCEALED SPRINKLER HEAD

PENDANT SPRINKLER HEAD

SIDEWALL SPRINKLER HEAD

FIRE DEPARTMENT CONNECTION (FDC)

FIRE DRAINDRAIN

POINT OF NEW CONNECTION

LIMIT OF DEMOLITION

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

FIRE PROTECTION CONTRACTORFPC

TAMPER SWITCH

FLOW SWITCH

CHECK VALVE

GATE VALVE

EXTERIOR ALARM GONG (WATER ACTIVATED)

TEST AND DRAIN ASSEMBLY

BACKFLOW PREVENTER

T&D

TS

FS

ORDINARY HAZARD

GROUP 1 OCCUPANCY

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

ORDINARY HAZARD

GROUP 2 OCCUPANCY

LIGHT HAZARD

THE FIRE PROTECTION DRAWING IS DESIGNED TO BE IN CONFORMANCE WITH NFPA

13. IT IS A PERFORMANCE BASED DRAWING INDICATING THE EXTENT OF FIRE

PROTECTION WORK FOR THE AREA THAT THIS DRAWING REPRESENTS. THIS

DRAWING IS “FOR INFORMATION ONLY”, AS A REFERENCE FOR THE FIRE

PROTECTION CONTRACTOR TO BASE THE DESIGN OF THE FIRE PROTECTION

SYSTEM ON. THE CONTRACTOR SHALL VERIFY THE EXACT CONDITIONS THAT THIS

DRAWING REPRESENTS, INCLUDING ANY PERCEIVED CONCEALED SPACES, AND THE

BUILDING TYPE AND CONSTRUCTION AS OUTLINED IN THE INTERNATIONAL BUILDING

CODE, PRIOR TO THE START OF WORK. REFER TO THE INTERNATIONAL BUILDING

CODE, NFPA 13, AND THE PROJECT SPECIFICATIONS FOR OTHER FIRE PROTECTION

REQUIREMENTS.

FLUSHING CONNECTION

FEED OR CROSS MAIN.

TYPICAL TEE WITH

CROSS MAIN PITCH

TOWARDS FEED MAIN.

NOTE: INSTALL FLUSHING

CONNECTION AT END OF

CROSS MAINS.

2" NIPPLE 4" LONG

WITH CAP.

MECHANICAL TEE

NEW PIPING

MECHANICAL TEE

SCREWED END

STEEL BEAM

RETAINING STRAP

C-CLAMP

THREADED HANGER ROD

ADJUSTABLE RING HANGER

NOTE:

HANGING DETAILS SHOWN ARE SUBJECT TO REQUIREMENTS OF…