764-24-101_Renovate_Manual_Area_Drawings_20241010.pdf

1. CONTRACTOR WILL VERIFY AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO PLACING BID.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE OF ALL

DISCREPANCIES IF ANY, FOUND PRIOR TO PLACEMENT OF ANY COMPONENTS.

3. THE CONTRACTOR WILL TAKE ALL NECESSARY PRECAUTIONS INCLUDING THE BUILDING AND MAINTENANCE OF DUST

TIGHT PARTITIONS, DAILY VACUUMING, SWEEPING, AND PROVISION OF CLEAN FLOOR MATS AT THE PROJECT ENTRANCES, TO PREVENT THE INFILTRATION OF DIRT AND DUST FROM THE CONSTRUCTION AREAS INTO THE OWNER

OCCUPIED AREAS.

4. IF THE PROJECT AREA INCLUDES EXISTING EQUIPMENT, SURFACES, FINISHES, MATERIALS, ETC., NOT TO BE REMOVED, THE CONTRACTOR MUST PROTECT THIS EQUIPMENT FROM DUST, DEBRIS, DAMAGE, ETC. THE CONTRACTOR MUST ALSO CLEAN THESE ITEMS/SURFACES TO THE ORIGINAL CONDITION FOUND AT THE START OF THE PROJECT PRIOR TO

FINAL INSPECTION.

5. PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED SURFACES HAVE BEEN EXPOSED BY DEMOLITION. PATCHING MUST MATCH ADJACENT MATERIALS, COLORS, AND FINISHES. WALL SURFACES THAT ARE PATCHED SHALL HAVE THE FINISHES (PAINT, VINYL WALL COVERING, ETC.) REPLACED FROM CORNER TO CORNER AND

FLOOR TO CEILING.

6. UNLESS OTHERWISE INDICATED, FINISH ALL NEW FRAMES AND PARTITIONS TO MATCH SURROUNDING. NEW HOLLOW

METAL DOORS SHALL BE PAINTED SAME COLOR AS FRAMES.

7. WHENEVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE REMOVED, SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC., UNLESS NOTED OTHERWISE. AFTER REMOVAL; FLOORS, WALLS, AND CEILINGS SHALL BE FINISHED TO MATCH ADJOINING SURFACES.

8. UTILITY WORK THAT WILL REQUIRE A SHUTDOWN OF EXISTING SERVICE WILL BE DONE AT TIMES OTHER THAN NORMAL WORKING HOURS AT NO ADDITIONAL COST TO THE GOVERNMENT. WORK MUST BE SCHEDULED WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE.

9. COORDINATE ALL WORK WITH OTHER TRADES AND EXISTING CONDITIONS TO ELIMINATE CONFLICTS AND/OR INTERFERENCES. THE CONTRACTOR SHALL PROVIDE ALL OFFSETS, FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM.

10. DRAWINGS ARE DIAGRAMMATIC AND SHOW ONLY THE GENERAL ARRANGEMENT OF EACH SYSTEM. BECAUSE OF SMALL SCALE OF DRAWINGS IT IS NOT POSSIBLE TO SHOW OR INDICATE ALL BRANCHES, OFFSETS, FITTINGS, BOXES, AND ACCESSORIES WHICH MAY BE REQUIRED. CONTRACTOR MUST CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AFFECTING ALL WORK, FURNISHING SUCH FITTINGS, TRAPS, VALVES, BOXES, ACCESSORIES, ETC., AS MAY

BE REQUIRED.

11. LOCATIONS OF NEW EQUIPMENT, PIPING, AND ASSOCIATED ITEMS SHOWN ON THE DRAWINGS ARE SCHEMATIC ONLY.

THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND ELEVATION FOR ALL WORK, INCLUDING CONNECTIONS TO EXISTING WORK. ALL OFFSETS, FITTINGS, TRANSITIONS, EXTENSIONS, ETC., REQUIRED FOR A COMPLETE AND

FUNCTIONAL SYSTEM SHALL BE PROVIDED AT NO ADDITIONAL COST.

12. ALL EXISTING DUCTWORK, ELECTRICAL OR MECHANICAL PIPING, CABLE TRAYS, ETC., IS NOT NECESSARILY SHOWN ON THE DRAWINGS. BEFORE CONTRACTOR PLACES A BID IT IS IMPERATIVE THEY VISIT THE JOBSITE AND FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC. IT WILL BE PART OF THE CONTRACTOR'S RESPONSIBILITY AND THE CONTRACTOR WILL BEAR THE COST TO ENGINEER AND RELOCATE ANY EXISTING OBSTACLES WHICH WILL INTERFERE WITH THE CONTRACTOR'S ABILITY TO INSTALL ALL NEW OR RELOCATED WORK IN THIS

PROJECT.

13. CONTRACTOR SHALL NOT INSTALL CONDUIT, PIPING, LIGHTING, OR OTHER OBSTRUCTIONS UNDER OR ADJACENT TO HVAC EQUIPMENT THAT WILL ELIMINATE OR OBSTRUCT ACCESS TO COILS, MOTORS, VALVES, SWITCHES, PANELS, ETC.

14. BEFORE THE CONTRACTOR BEGINS WORK HE SHALL RECORD ANY EXISTING SYSTEM INFORMATION SUCH AS TEMPERATURE, FLOW RATE, PRESSURE, CURRENT, VOLTAGE, OR ANY OTHER INFORMATION NECESSARY FOR HIM TO RETURN THE AFFECTED SYSTEM TO ORIGINAL OPERATING CONDITION. UNLESS NOTED OTHERWISE IT IS ASSUMED THAT ALL SYSTEMS (HVAC, ELECTRICAL, PLUMBING, ETC.) ARE WORKING PROPERLY IN EVERY MANNER AT THE BEGINNING OF THE PROJECT. THE CONTRACTOR'S RECORDED MEASUREMENTS MUST BE SUBMITTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR REVIEW AND ACCEPTANCE BEFORE ANY DEMOLITION OR OTHER

RELATED WORK CAN PROCEED.

15. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING ACCESS DOORS TO CONSTRUCTION AREAS, EXISTING MECHANICAL AND ELECTRICAL AREAS, ASSIGNED STORAGE AREAS, EQUIPMENT ACCESS AREAS, ETC. DOORS MUST BE RESTORED TO THE CONDITION ENCOUNTERED AT BEGINNING OF PROJECT. THIS INCLUDES DOOR

REPLACEMENT, HARDWARE REPLACEMENT, HARDWARE REPAIR, DOOR REPAIR, ETC.

16. NOTE: IF THERE IS ANY WORK TO BE DONE ON EXISTING ROOFS, SUCH AS ROOF PENETRATIONS OR STANDS, OR ANYTHING THAT DAMAGES THE INTEGRITY OF THE ROOF, THIS WORK MUST BE DONE BY A CONTRACTOR LICENSED BY THE ROOFING MEMBRANE MANUFACTURER. HE MUST BE APPROVED BY THE MEMBRANE MANUFACTURER SO AS TO

NOT VOID OR INTERRUPT EXISTING SINGLE PLY MEMBRANE ROOF WARRANTIES.

17. CONTRACTOR MUST PROVIDE HIS OWN EQUIPMENT FOR MOVING OF MATERIALS, EQUIPMENT AND TRASH. THIS INCLUDES CARTS FOR REMOVAL OF DEMOLITION MATERIALS, PALLET JACKS FOR EQUIPMENT MOVING, TWO OR FOUR WHEEL CARTS FOR EQUIPMENT TRANSFER, ETC. CONTRACTOR MAY NOT BORROW VA OWNED EQUIPMENT FOR THIS

PURPOSE.

18. SEVERE NOISE PRODUCING WORK WILL NOT BE ALLOWED DURING NORMAL WORKING HOURS AND MUST BE SCHEDULED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE FOR OTHER TIMES. THIS INCLUDES JACKHAMMERING CONCRETE, SAWCUTTING CONCRETE, REPETITIVE HAMMER DRILLING OF CONCRETE, ETC.

19. THE VA DOES NOT PROVIDE TELEPHONE SERVICE OR A TELEPHONE FOR THE CONTRACTORS USE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COVER THE COSTS OF THE INSTALLATION OF A TEMPORARY LAND LINE PHONE.

THE CONTRACTOR SHALL CONTACT THE TELEPHONE COMPANY TO HAVE THIS PHONE INSTALLED.

20. ALL CONTRACTOR’S PERSONNEL WHO PLAN TO WORK ON SITE MUST RECEIVE A TEMOPRARY ID BADGE. COORDINATE

WITH VA CMOP FACILITY MANAGER FOR APPROVAL.

21. WATER OR LIQUIDS MUST NOT BE ALLOWED TO COME INTO CONTACT WITH NEW OR EXISTING DRYWALL FROM CONSTRUCTION RELATED ACTIVITIES. REMOVE AND REPLACE ANY DRYWALL THAT HAS COME INTO CONTACT WITH

WATER OR OTHER LIQUIDS.

22. LIVE ELECTRICAL CIRCUITS ARE BURIED WITHIN THE CONCRETE FLOOR SLABS AND THERE IS NO RECORD OF THE EXACT LOCATIONS. THE CONTRACTOR SHALL X-RAY THE FLOOR WHEREVER THE CONTRACTOR PLANS ON DRILLING THROUGH THE CONCRETE FLOOR SLABS. IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO IMMEDIATELY REPAIR

ANY CIRCUIT THAT HAS BEEN CUT OR DAMAGED.

23. WHEN THE CONSTRUCTION REQUIRES THAT EXISTING EXITS FROM THE BUILDING BE BLOCKED OR CLOSED THE CONTRACTOR MUST INSTALL BARRIERS IN FRONT OF THE EXIT TO BLOCK PASSAGE, INSTALL SIGNAGE ON THE BARRIERS OR DOOR STATING THAT THE EXIT IS CLOSED AND COVER THE LIGHTED EXIT SIGN FOR THIS EXIT. THESE MUST ALL BE REMOVED WHEN THE EXIT IS REOPENED. COORDINATE ANY EXIT TEMPORARY CLOSURES WITH VA SAFETY

OFFICIAL PRIOR TO CLOSING EXIT.

24. CONTRACTOR SHALL PROVIDE BOXES, CONDUIT, WIRE, AND RECONNECTIONS AS REQUIRED TO RECONNECT ANY AND ALL EXISTING LIGHT FIXTURES, RECEPTACLES, OR DEVICES REMAINING IN USE. REMOVAL OF ANY ELECTRICAL

EQUIPMENT SHALL NOT AFFECT THE OPERATION OF EQUIPMENT REMAINING IN USE.

25. A GREEN GROUND SHALL BE RUN WITH ALL FEEDERS AND WITH ALL CIRCUITS TO RECEPTACLES, MOTORS, FIXED

EQUIPMENT, AND APPLIANCES.

26. PANELBOARDS AND CIRCUIT BREAKERS SHALL HAVE THE FOLLOWING MINIMUM INTERRUPTING RATINGS:120/208 - 22,000

AMPERES SYMMETRICAL, 277/480 - 14,000 AMPERES SYMMETRICAL

27. CONTINUITY OF ALL SERVICES TO AND FROM THE FACILITIES IN THE EXISTING BUILDING SHALL BE MAINTAINED WITHOUT INTERRUPTION, EXCEPT FOR SUCH PERIODS OF TIME WHICH THE V.A. MAY DESIGNATE. IF TEMPORARY CONNECTIONS, ETC. ARE NECESSARY TO ASSURE THE CONTINUITY OF SERVICE, THEY SHALL BE FURNISHED WITHOUT ADDITIONAL

CHARGE TO THE V.A. AND SHALL BE REMOVED WHEN NO LONGER NECESSARY.

28. ALL INSTALLATIONS AND EQUIPMENT SHALL FOLLOW THE GUIDELINES ESTABLISHED BY THE CURRENT NATIONAL

ELECTRIC CODE

29. ALL EXISTING CONDUIT AND WIRING MADE ABANDONED BY THIS PROJECT OR FOUND TO BE ABANDONED DURING

DEMOLITION SHALL BE REMOVED.

30. COORDINATE THE PROVISION AND INSTALLATION OF ALL CONTROL WIRING FOR MECHANICAL EQUIPMENT WITH THE

GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR.

31. FOR SAFETY PURPOSES THE CONTRACTOR WILL NOT WORK ON ANY ELECTRICAL EQUIPMENT HOT. ALL SHUTDOWNS

WILL BE SCHEDULED IN ADVANCE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

32. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS IN WALLS

SHALL BE GROUTED OR SEALED INTO OPENINGS.

33. FOR DOORS BEING REPLACED AND WALLS WITHIN A CONSTRUCTION AREA: CAREFULLY REMOVE SIGNAGE, ROOM NUMBERS, ARTWORK, ETC., AND STORE IN A PROTECTIVE BOX FOR REINSTALLATION AT COMPLETION OF AREA. ANY DAMAGED SIGNAGE, ARTWORK, ETC., SHALL BE REPLACED WITH NEW AT CONTRACTOR'S EXPENSE. VA INTERIOR

DESIGNER AND COR SHALL IDENTIFY LOCATIONS FOR REINSTALLATION.

34. THERE IS NO SMOKING AND NO FIREARMS ALLOWED ON VA PREMISES.

35. WHEN IMPLEMENTED, CONTRACTOR SHALL FOLLOW VA'S COVID PROTOCOLS, WHICH AT MINIMUM INCLUDE

TEMPERATURE SCREENINGS AND WEARING MASKS.

36. THE VA FACILITY IS COVERED BY 24-HOUR VIDEO SURVEILLANCE.

PROJECT SITE

N

NAME

ELEVATION

PLAN NORTH

ID

ID

NAME

NO

IDID

0 8' 16'4'C4

DRAWING BLOCK TITLE

1/8" = 1'-0"

NO

SHT

SIM

NO

SHT

SIM

NO

SHT

SIM

BUILDING SECTION IDENTIFICATION

SECTION NUMBER

SHEET NUMBER

WALL SECTION IDENTIFICATION

SECTION NUMBER

SHEET NUMBER

SHEET

ELEV_NO

Ref

R ef

Ref

R ef

EXTERIOR ELEVATION IDENTIFICATION

SHEET

RefEL

R ef

EL

RefEL

R ef

EL

INTERIOR ELEVATION IDENTIFICATION

ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

SHT

NO

SIM

DETAIL/CALLOUT IDENTIFICATION

DETAIL NUMBER

SHEET NUMBER

DRAWING BLOCK TITLE

VIEW NUMBER

VIEW SCALE

VIEW NAME

GRAPHIC SCALE

EXTERIOR ELEVATION IDENTIFICATION

ELEVATION NAME

ELEVATION

NORTH INDICATOR

PROJECT NORTH LINE

TRUE NORTH LINE

COLUMN LINE GRID INDICATOR

ID

GRID IDENTIFICATION

FLOOR PLAN REFERENCE INDICATORS

ROOM TAG

WINDOW TAG

DOOR TAG

PARTITION TAG

REVISION TAG

KEYNOTE TAG

SPOT ELEVATION

TAG

100'-0"

CL CENTER LINE

xxx EQUIPMENT TAG

Abbreviation Term

1WAY one-way 2WAY two-way 3PLY three-ply 3WAY three-way 4WAY four-way

A A LABEL Class A door A/C air condition A/C UNIT air conditioning unit A/E architect/engineer AAP alarm annunciator panel AB anchor bolt ABBRV abbreviation ACC accessible ACOUS INSUL acoustical insulation ACOUS PNL acoustical panel ACS DR access door ACS FLR access floor ACS PNL access panel ACT acoustical ceiling tile ADA Americans with Disabilities Act AFF above finished floor AGGR aggregate AHJ authority having jurisdiction AHU air handling unit AIA American Institute of Architects ALM alarm ALNMT alignment ALT alternate ALT NO alternate number ALUM aluminum ANN annunciator ANOD anodize APC acoustical panel ceiling APPD approved APPROX approximate ARCH Architect ASKLR automatic sprinkler ASPH asphalt ATS automatic transfer switch AV audio visual

B B LABEL Class B door B PL base plate BAS building automation system BB baseboard BC bookcase BD board BDRY boundary BFF below finish floor BHMA Builder's Hardware

Manufacturer's Association BITUM bituminous BLKHD bulkhead BLT IN built-in BLW CLG below ceiling BN bullnose B.O. bottom of BRCG bracing BRDG bridging BRDG JST bridging joist BRG bearing BRG PL bearing plate BRZ bronze BTWN between BUR built-up roofing

C cont.

CER ceramic CF contractor furnished CF/CI contractor furnished/ contractor installed CF/OI contractor furnished/ owner installed CFE contractor furnished equipment CFLG counterflashing CFMF cold-formed metal framing CG corner guard CHFR chamfer CI cast iron CIP cast-in-place CIR circle CJ control joint CL center line CLDG cladding CLG ceiling CLG DIFF ceiling diffuser CLG GRL ceiling grille CLG HT ceiling height CLG REG ceiling register CLKJ calked joint CLR color CMPST composite CMPTR computer CMU concrete masonry unit CNR corner CNTOR contactor CNTR counter CO cleanout COL column COMM communication CONC concrete CONC FLR concrete floor CONC OPNG concrete opening CONSTR construction CONSULT consultant CONT continue COORD coordinate CORR corridor COV PL cover plate CP control panel CPT carpet CRCMF circumference CRT YD courtyard CS cast stone CSG casing CSI Construction Specifications

Institute CSK counter sunk CSMT casement CSTL cast steel CSWK casework CT ceramic tile CT STN cut stone CTB ceramic tile base CTF ceramic tile floor CTG coating CTR center CTRL control CU FT cubic feet CU IN cubic inch CU YD cubic yard CURT curtain

E E LABEL Class E door EA each EFS exterior finish system EGB exterior gypsum board EGSB exterior gypsum sheathing board EIFS exterior insulation and finish system EJ expansion joint EL elevation ELEC electric ELEV elevator ENTR entrance EOS edge of slab EPS expanded polystyrene board

(insulation) EQ equal EQUIP equipment ESCAL escalator EXST existing EXT exterior EXT GR exterior grade EXT LT exit light

F F BRK fire brick FAAP fire alarm annunciator panel FABL fire alarm bell FABX fire alarm box FACP fire alarm control panel FAR floor area ratio FAS BD fascia board FC BRK face brick FD floor drain FDC fire department connection FDCC fire department connection cabinet FDMPR fire damper FDR fire door FDTN foundation FDV fire department valve FE fire extinguisher FEC fire extinguisher cabinet FF finish face FF BATT foil backed batt insulation FF EL finish floor elevation FF&E furniture, fixture, and equipment FFA from floor above FFB from floor below FH fire hydrant FHC fire hose cabinet FHP full height partition

I IBC International Building Code ID identification ID NO identification number INFO information INSUL insulation INSUL PNL insulated metal panel INT interior

J JAN janitor JAN CLO janitor closet J-BOX junction box JS janitor's sink

K KIT kitchen KPL kickplate KWY keyway

L cont.

LNDSCP landscape LT light LT FLUOR fluorescent lighting LT GA light gage LTG lighting LVR louver LW PLAS lightweight plaster LWC lightweight concrete

M MACH RM machine room MATL material MAX maximum MC moisture content MD metal deck MECH mechanical MECH RM mechanical room MEMB membrane MEP mechanical, electrical, plumbing MEZZ mezzanine MFR manufacturer MIN minimum MIRR mirror MISC miscellaneous MLDG molding (moulding) MLWK millwork MOD modify MOD BIT modified bitumen MR moisture resistant MS mop sink MTL metal MVBL movable MWP membrane waterproofing

N N north NA not applicable NFC National Fire Code NFPA National Fire Protection

Association NIC not in contract NO number NOM nominal NP no paint NRC noise reduction coefficient NTS not to scale

O OA overall OC on center OCC occupy OD outside diameter OF/CI owner furnished/ contractor installed OFD overflow drain OF/OI owner furnished/owner installed OFS outside face of studs OH DR overhead (coiling) door OPNG opening ORD overflow roof drain OVFL overflow

P cont.

PLG piling PLYWD plywood PNL panel PRCST precast PREFIN prefinish PRKG parking PT paint PTN partition PVC polyvinyl chloride (plastic) PVF polyvinyl fluoride (plastic) PVG paving PWR power

S SAT suspended acoustical tile SATC suspended acoustical tile ceiling SB splash block SBS styrene butadien styrene SBSTR substrate SCHED schedule SCMU solid concrete masonry unit SCRN screen SDG siding SDMPR smoke damper SECT section SF square foot (feet) SHT MTL FLASH sheet metal (flashing) SHTHG sheathing SHV shelving SIM similar SJ slab construction joint SLNT sealant SMK smoke SND sanitary napkin dispenser SND INS sound insulation SP EL spot elevation SPEC specification SPKLR sprinkler SQ square SQ IN square inch SQ YD square yard

Q QT quarry tile QTB quarry tile base QTF quarry tile floor QTY quantity

R RB resilient base RB HK robe hook RBM reinforced brick masonry RC reinforced concrete RCP reflected ceiling plan RCPTN reception RD roof drain RDG INS rigid insulation, solid REBAR reinforcing steel bars REF reference REINF reinforce REQ require REQD required RESIL resilient REV revision RHR right hand reverse RL roof leader RLG railing RM room RO rough opening RSD rolling steel door RT right RTF rubber tile floor RTG rating RTU roof top unit RV roof vent RVL reveal

S cont.

SST stainless steel STC sound transmission class STD standard STL JST steel joist STL LNTL steel lintel STL PL steel plate STL RF DK steel roof deck STL TB steel tube STL TR steel truss STOR storage STRUCT structural STRUCT STL structural steel SUSP suspend SUSP CLG suspended ceiling SV sheet vinyl SYM symbol SYS system

T TD trench drain TE top elevation TEMP temporary TFF top of finish floor THK thickness THRU through TMPD tempered TRTD treated TS tube steel TYP typical

U UGND underground UL Underwriters Laboratories UNFIN unfinish UNO unless noted otherwise

V VAN vanity VAP PRF vapor proof VB vinyl base VCT vinyl composition tile VEST vestibule VFAT vinyl faced acoustical tile VNR veneer VR vapor retarder VRFY verify VTR vent through roof

W W CAB wall cabinets W/O without WB wood base WBL wood blocking WC water closet WC WL HNG water closet, wall hung WCLR water cooler WD wood WD LOUV wood louvers WDF wood door and frame WDP wood panelling WF wide flange WF BM beam, wide flange WFAB wall fabric WFR wood frame WFS wood furring strips WGL wired glass WPM waterproof membrane WSCT wainscot

X, Y, Z X BRACE cross brace X SECT cross section XBRA crossbracing XPS extruded polystyrene board

(insulation)

YD yard

Z modulus of section

D cont.

DIM dimension DIST distance DIV division DOC document DPTN demountable partition DR door DR CL door closer DR FR door frame DR OPNG door opening DRH door holder DRLV door louver DRST door stop DRSW door switch DW dishwasher DWG drawing

F cont.

FN fence FR fire rating FRMG framing FRP fiberglass reinforced plastic FRST GL frosted glass FRTW fire retardant treated wood FT feet FTG footing FW fire wall FWRK formwork

G GALV galvanized GC general contractor GFRC glass-fiber-reinforced concrete GFRG glass-fiber-reinforced gypsum GFRP glass-fiber-reinforced plaster GFRP glass-fiber-reinforced plastic GL glass GL BLK glass block GLU LAM glued laminated wood GLZ glazing GLZ CMU glazed concrete masonry unit GPC gypsum plaster ceiling GR BM grade beam GR FL ground floor GR LN grade line GSB gypsum sheathing board GUT gutter GWT glazed wall tile GYM gymnasium GYP gypsum GYP BD gypsum board GYP PLAS gypsum plaster

H HB hose bibb HCP handicapped HCWD hollow core wood door HM hollow metal HMD hollow metal door HMDF hollow metal door and frame HMF hollow metal frame HNDRL handrail HORIZ horizontal HS hand sink HT height HVY heavy HYD hydrant

C C CONC cast concrete C LABEL Class C door CAB cabinet CAC ceiling attenuation class CATW catwalk CBB cementitious (backer) board CEM cement CEM FIN cement finish CEM PLAS cement plaster CEM PLAS CLGcement plaster ceiling

D D LABEL Class D door DBL double DBL ACT DR double acting door DBL GLZ double glaze DEMO demolition DEPT department DET detail DF drinking fountain DF WL MTDdrinking fountain, wall mounted DIA diameter

F FIN finish FIXT fixture FLG flooring FLR floor FLR FIN floor finish FLR PL floor plate FLR SK floor sink

L LAM laminate LAV lavatory LBS pounds LED light emitting diode LF linear feet (foot) LF INS loose fill insulation LKR RM locker room LL low level

P PAR parapet PAT pattern PB pull box PBD particleboard PCC precast concrete PCP portland cement plaster PERF perforated PERIM perimeter PGBD pegboard PIL pilaster PL property line PL GL plate glass PLAM plastic laminate PLAS plaster PLBG plumbing

CONCRETE,

CAST-IN-PLACE

GROUT

BRICK,

COMMON/FACE

CONCRETE

MASONRY UNIT

STONE,

CAST

ALUMINUM

ORNAMENTAL

METAL

STEEL AND

OTHER METALS

INSULATION,

LOOSE FILL OR

BLANKET

INSULATION,

RIGID BOARD

SHEET METAL

PLASTER,

GYPSUM OR

PORTLAND CEMENT

EARTH,

CRUSHED ROCK

GRAVEL

EARTHWORK,

COMPACTED

FILL

SAND

CMU

BOND BEAM

LINTEL

CMU, END

PLYWOOD

WOOD BLOCKING

OR SHIM

WOOD FRAMING,

CONTINUOUS

GLASS, ELEVATION

OWNER:

Department of Veterans Affairs NCO 15 Contracting Ofc - CMOP 3450 S. 4th St. Trafficway Leavenworth, KS 66048 P: (469) 475-7218 C: J. Andrew Comingore E: joseph.comingore@va.gov

ARCHITECT:

GLMV,Inc.

1525 E. Douglas Wichita, KS 67211 P: (316) 265-9367 C: Fred Britain, AIA, Healthcare Division Lead E: fred.britain@tessere.com

MECHANICAL / ELECTRICAL / PLUMBING:

Professional Engineering Consultants 623 Massachusetts Street, Suite 200 Topeka, KS 66044 P: (785) 842-6464 C: Tracy Dible, PE E: tracy.dible@pec1.com

ARCHITECT / ENGINEEROWNER

CONSULTANTS

ARCHITECT OF RECORD:

Atriax, pllc 703 Main Avenue SW Hickory, NC 28602 P: (828) 315-9962 C: Michael McCourt E: michael.mccourt@atriaxgroup.com

PDF #

SHEET

NUMBER SHEET NAME

01 [G] GENERAL

1 G-001 COVER SHEET

2 G-002 OVERALL FLOOR PLANS

3 G-003 CODE FLOOR PLANS

4 G-004 TYPICAL MOUNTING HEIGHTS & FLOOR CLEARANCES

08 [A] ARCHITECTURAL

5 AD101 DEMOLITION PLAN - FIRST FLOOR

6 A-101 IMPROVEMENT PLAN - FIRST FLOOR PLAN

7 A-501 DETAILS

11 [M] MECHANICAL/ FIRE PROTECTION/ PLUMBING

8 MP001 MECHANICAL COVER SHEET

9 FP101 FIRE PROTECTION PLAN

10 P-101 PLUMBING PLAN

11 M-101 HVAC PLAN

16 [E] ELECTRICAL

12 E-001 ELECTRICAL GENERAL NOTES AND SYMBOLS

13 E-102 ELECTRICAL DEMOLITION PLAN

14 E-131 POWER PLAN

15 E-501 ELECTRICAL DETAILS

16 E-602 ELECTRICAL ONE-LINE DIAGRAM - PROPOSED

17 E-611 ELECTRICAL SCHEDULES

ARCHITECTURAL LEGEND MISC. ARCHITECTURAL SYMBOLS SHEET INDEX

SITE LOCATION

DEPARTMENT OF VETERANS AFFAIRS

GENERAL NOTES

ARCHITECTURAL ABBREVIATIONS

MID-SOUTH CMOP - MURFREESBORO TENNESSEE

PROJECT NO. 764- 21-101

RENOVATE MANUAL AREA

DIRECTORY

Wichita 316.265.9367 ● Kansas City 816.444.4200 ● Houston 281.870.1914 ● www.glmv.com

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration GLMV, Inc Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 Hickory, NC 28602

Phone: 828-315-9962 www.atriaxgroup.com

/1 /2

:4

:4

P M

A u to d e s k D o c s /1

R

A tr ia x M u rf re e s b o ro

C

M O

P /1

R

A

M u rf re e s b o ro

C M

O P

V

.r v t

G-001

COVER SHEET RENOVATE MANUAL AREA

AT MID-SOUTH CMOP

3209 ELAM FARMS PKWY, MURFREESBORO TN 67127

764-21-101

N/A

09/19/2024 KA LD 1 17

Revisions: Date:

10/10/2024

EXISTING BREAKROOM

EXISTING OFFICE AREA

SCOPE OF WORK ON FIRST FLOOR

EXISTING PACKAGING AND DISTRIBUTION AREA

11 11

12 12

13 13

14 14

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

E X

IS

T

IN

G

O F

F

IC

E A

R E

A

OPEN SPACE

OPEN TO FLOOR BELOW

11 11

12 12

13 13

14 14

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

PORTION OF BUILDING

OCCUPIED BY THE VA CMOP

E

LA

M F

A R

M S

P A

R K

W A

Y

JOE B JACKSON PARKWAY

Wichita 316.265.9367 ● Kansas City 816.444.4200 ● Houston 281.870.1914 ● www.glmv.com

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration GLMV, Inc Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 Hickory, NC 28602

Phone: 828-315-9962 www.atriaxgroup.com

/1 /2

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.r v t

G-002

OVERALL FLOOR PLANS RENOVATE MANUAL AREA

AT MID-SOUTH CMOP

3209 ELAM FARMS PKWY, MURFREESBORO TN 67127

764-21-101

N/A

09/19/2024 KA LD 2 17

0 20' 40'10'1" = 20'-0"B

OVERALL CMOP - FIRST FLOOR

N

0 20' 40'10'1" = 20'-0"C

OVERALL CMOP - SECOND FLOOR

N

NOT TO SCALE

A

OVERALL BUILDING

N

CODE PLAN LEGEND

NEW FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER RATING 2-A

NEW FIRE DOOR ASSEMBLY RATINGFR

FS

FIRE ALARM STATION,

MANUAL PULL

EXIT SIGN,

CEILING MOUNTED

WITH DIRECTIONAL ARROW

FEC

EXISTING 2-HOUR FIRE BARRIER

COMMON PATH OF EGRESS TRAVEL

AND/OR EXIT ACCESS TRAVEL DISTANCE

Clear exit width provided Capacity factor per IBC Sect. 1005.3.2 Exit capacity Occupant load at exit

EGRESS DOOR TAG

40"

0.2

EXISTING 1-HOUR FIRE BARRIER

NEW 1-HOUR FIRE BARRIER

EXISTING FIRE DOOR ASSEMBLY RATINGFR

RELOCATED FIRE EXTINGUISHER

ON BRACKET

FE

AREA NOT IN SCOPE

CODE ANALYSIS

GOVERNING REGULATIONS:

CODES UTILIZED EDITION

INTERNATIONAL EXISTING BUILDING CODE 2018

INTERNATIONAL BUILDING CODE 2018

INTERNATIONAL FIRE CODE 2018

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL PLUMBING CODE 2018

NATIONAL ELECTRICAL CODE 2017

INTERNATIONAL ENERGY CONSERVATION CODE 2018

ANSI A117.1 ACCESSIBILITY AND USABILITY CODE 2009

JURISDICTION

CITY OF MURFREESBORO, TN

USE AND OCCUPANCY:

EXISTING FACTORY F-2 AND BUSINESS B OCCUPANCIES TO REMAIN. REMODEL WILL BE A

RECONFIGURATION OF THE FACTORY OCCUPANCY.

GENERAL BUILDING HEIGHTS AND AREAS:

BUILDING HEIGHT: EXISTING TO REMAIN UNCHANGED

BUILDING AREA: EXISTING TO REMAIN UNCHANGED

TYPE OF CONSTRUCTION:

CONSTRUCTION CLASSIFICATION

EXISTING CONTRUCTION TYPE TO REMAIN UNCHANGED

BUILDING IS FULLY SPRINKLED

STRUCTURE FIRE RATING (HOURS)

STRUCTURE FIRE RATING TO REMAIN UNCHANGED. STRUCTURAL ELEMENTS WILL NOT BE MODIFIED AS

PART OF THIS WORK. ALL NEW WORK TO BE INTERIOR, NON LOAD-BEARING PARTITIONS.

FIRE AND SMOKE PROTECTION:

FIRE BARRIERS FIRE RESISTANCE RATING

EXIST. OCCUPANCY SEPARATION 1 HOUR IBC TABLE 508.4

EXIST. VERTICAL OPENINGS 1 HOUR IEBC SECTION 802.2.1

PENETRATIONS IBC SECTION 714.4

THROUGH FIRE-RESISTANCE RATED WALLS

OPENING PROTECTIVES FIRE-RESISTANCE RATING (HR) IBC TABLE 716.1(2)

REQUIRED WALL ASSEMBLY RATING 1 HR

MIN. FIRE DOOR ASSEMBLY RATING 3/4 HR

DOOR VISION PANEL SIZE MAX SIZE TESTED

MIN SIDELIGHT/TRANSOM ASSEMBLY RATING 3/4 HR

FIRE DAMPER RATING MIN. DAMPER RATING (HR) IBC SECTION 717.3.2.1

LESS THAN 3-HOUR FIRE- 1.5 HR

RESISTANCE-RATED ASSEMBLIES

THERMAL AND SOUND INSULATION MATERIALS IBC SECTION 720.2

CONCEALED INSULATION FLAME SPREAD INDEX ≤ 25

SMOKE DEVELOPED ≤ 450

INTERIOR FINISHES:

INTERIOR WALL AND CEILING FINISH REQUIREMENTS

OCCUPANCY CONDITION CLASS IBC TABLE 803.13

BUSINESS B INT. EXIT STAIRWAYS B

CORRIDORS C

ROOMS AND ENCLOSED SPACES C

FACTORY F-2 INT. EXIT STAIRWAYS C

CORRIDORS C

ROOMS AND ENCLOSED SPACES C

AUTOMATIC SPRINKLER SYSTEMS

AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT

FIRE ALARM AND DETECTION SYSTEMS

FIRE ALARM SYSTEM AUTOMATIC FIRE ALARM SYSTEM PROVIDED IEBC 803.4

SMOKE ALARMS

MEANS OF EGRESS:

OCCUPANT LOAD IBC TABLE 7.3.1.2

EXISTING BUSINESS 10,458 SF / 150 GROSS = 70 OCC.

EXISTING BREAK ROOM 5,026 SF / 15 NET = 336 OCC.

EXISTING FACTORY 69,630 SF / 500 GROSS =139 OCC.

FIRST FLOOR TOTAL OCCUPANT LOAD 545 OCC.

SECOND FLOOR TOTAL OCCUPANT LOAD 163 OCC.

NUMBER OF EXITS IEBC SECTION 805.3

FIRST FLOOR- 3 EXITS REQ'D PER IBC 1006.3.2 3 EXITS PROVIDED

SECOND FLOOR- 2 EXITS REQ'D PER IBC 1006.3.2 2 EXITS PROVIDED

COMMON PATH

OF EGRESS TRAVEL ALLOWABLE (FT) ACTUAL (FT) IBC TABLE 1006.2.1

FACTORY F-2 100 FT -

EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY ALLOWABLE (FT) ACTUAL(FT) IBC TABLE 1017.2

FACTORY F-2 400 FT 167 FT

CORRIDOR FIRE-RESISTANCE RATING

OCCUPANCY REQUIRED RESISTANCE RATING IEBC 803.1.1 / IBC 1020.1

FACTORY F-2 NOT REQUIRED

DEAD ENDS

OCCUPANCY LENGTH (MAXIMUM) IEBC SECTION 805.6

FACTORY F-2 100 FT

PLUMBING SYSTEMS:

IEBC 809: OCCUPANT LOAD OF STORY REMAINS UNCHANGED BY NEW WORK. NO PLUMBING FIXTURE

MODIFICATIONS REQ'D.

FIRE PROTECTION SYSTEMS:

PROJECT CONSTRUCTION PURPOSE:

REMODEL 10,067 SF OF MANUAL FILLING OF WAREHOUSE AREA. THE EXISTING BUILDING IS A 2-STORY FACILITY WITH OFFICE SPACE AND WAREHOUSE SPACE FOR PACKAGING AND DISTIRBUTION OF PHARMACY

PRESCRIPTIONS FOR THE VA.

PROJECT LOCATION:

MID-SOUTH CONSOLIDATE MAIL-OUT PHARMACY

3209 ELAM FARMS PARKWAY, MURFREESBORO, TN 67127

VA PROJECT NUMBER: 764-21-101

11 11

12 12

13 13

14 14

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

COLD PACK

BULK

NIOSH

NEW

CONTROLS

DEPOT

CREPLEN

FACMAN

STAFF

FACMAN

WORKSHOP

PATCH RM

FACMAN

STORAGE 161

RECEIVING

STAFF

UNISEX

UNISEX

EQUIPMENT

RECHARGE

AREA

WAREHOUSE

RECEIVING

WOMEN

MEN

MEN

WOMEN

ELEVATOR

STAIR

VESTIBULE

EXTERIOR

PATIO

IT SERVER

SWITCH RM

INVENTORY

SPECIALIST

CHIEF

LOGISTICS

OPERATIONS

DAY

OPERATIONS

NIGHT

FACMAN

SHIPPING /

DISTRIBUTION

UTILITY ROOM

GRANULATOR

ROOM

UNISEX

STAIRS

ASSOCIATE

DIRECTOR

DIRECTOR

HSS STORAGE

HEALTH

SYSTEMS

SPECIALIST

FACILITIES

ACCESS

ROOM

RECEPTION

MEETING

ROOM

BOARDROOM

WOMEN

MEN

HOUSE

KEEPING

STORG.

FILE /

STORAGE

VISTA MNGR

NATIONAL

IT

IT CHIEF

INTEGRATIONS

PHARMACIST

STORAGE

QUALITY

ASSURANCE

ACCOUNTING

CFO

STORAGE

COPY /

WORKROOM

BREAKROOM

LOCKERS

TRAVEL DISTANCE = 124'

PROCUREMENT

RECEPTION

QUALITY

ASSURANCE

IT

CONTROLLED

STORAGE

BREAKROOM

VENDING

BREAK AREA

A-FRAME

AUTOMATION

MANUAL

FILLING AREA

UNISEX

CHANGING

RESTROOM

RESTROOM

TCA

AUTOMATION

EQUIPMENT

RECHARGE

AREA

Room

170.0

34"

0.2

170.0

34" 0.2

170.0

34" 0.2

T R

A V

E L

D

IS

T A

N C

E

170.0

34"

0.2

RETURN

MEDS ROOM

(E) SWITCH

ROOM HALLWAY

SUPPLY

ROOM

RECORDS

ROOM

CUBICLES

SCANNER/MAIL

PROCESSING

OFFICE

OFFICE

OFFICE

COFFEE

HALLWAY

(E)

COMPUTER

TRAINING (E) GROUP

FITNESS

(E) STOR

(E) WORKOUT

ROOM

(E) WOMEN

(E) MEN

(E) OFFICE (E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E) OFFICE

(E)

OCCUPATIONAL

HEALTH

(E

S T

O R

A G

E

(E

S T

A

IR

(E) HSK

(E) ELEV.

MACHINE

(E) STAIR

946 SF / 15 = 64 OCC.

483 SF / 50 = 10 OCC.

EXISTING OFFICE AREA OCCUPANCY = 112

578 SF / 50 = 12 OCC.

(E) OPEN

SPACE

OFFICE AREA OCCUPANCY

3,564 GSF / 150 = 24 OCCUPANTS

241 SF / 300 = 1 OCC.

7,889 SF / 300 = 27 OCC.

226.7

34" 0.15

82 90

226.7

34"

0.15

STAIRWAY WIDTH = 44"

REQ'D STAIR WIDTH (IBC 1005.3.1) = 82 OCC. X 0.3" = 25"

STAIRWELL LEADS DIRECTLY TO FIRST FLOOR

EXTERIOR DOOR WITH EXIT CAPACITY OF 227

OCCUPANTS.

NO ADDITIONAL OCCUPANT LOAD AT EXTERIOR DOOR.

STAIRWAY WIDTH = 44"

REQ'D STAIR WIDTH (IBC 1005.3.1) = 81 OCC. X 0.3" = 25"

STAIR WAY LEADS DIRECTLY TO FIRST FLOOR EXTERIOR

DOOR WITH EXIT CAPACITY OF 227 OCCUPANTS.

ADDITIONAL OCCUPANT LOAD OF 12 FROM FIRST FLOOR,

FOR A TOTAL OCCUPANT LOAD OF 93 AT FIRST FLOOR

EXTERIOR DOOR.

OPEN TO BELOW

EXIT ACCESS TRAVEL DISTANCE = 165'

EXIT ACCESS TRAVEL DISTANCE = 135'

O

P E

N T

O B

E

LO

W

(E) ELEV

COMMON PATH

OF EGRESS

TRAVEL = 26'

EXIST. RAILING

EXIST. RAILING

FEC

FE

5'

5' - 0"

PAINTED SOLID YELLOW LINE AS

DEMARCATION TO SEPARATE OPEN

SPACE FROM EXIT PATH PER OSHA

1910.22(B)

12 12

13 13

14 14

A

A

B

B

C

C

D

D

E

E

Wichita 316.265.9367 ● Kansas City 816.444.4200 ● Houston 281.870.1914 ● www.glmv.com

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration GLMV, Inc Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 Hickory, NC 28602

Phone: 828-315-9962 www.atriaxgroup.com

KEYPLAN

AREA OF RENOVATION

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G-003

CODE FLOOR PLANS RENOVATE MANUAL AREA

AT MID-SOUTH CMOP

3209 ELAM FARMS PKWY, MURFREESBORO TN 67127

764-21-101

N/A

09/19/2024 KA LD 3 17

0 16' 32'8'1/16" = 1'-0"1

CODE FLOOR PLAN - FIRST FLOOR

N

1/16" = 1'-0"2

CODE FLOOR PLAN - SECOND FLOOR N

FLOOR CLEARANCE LEGEND

m in

18 min

(a) front approach, pull side

(c) front approach, push side, door provided with both closer and latch

12 min 48 m in

(b) front approach, push side m in

(d) hinge approach, pull side

36 min 60 m in

(e) hinge approach, pull side

42 min 54 m in

(f) hinge approach, push side m in

22 min

(g) hinge approach, push side, door provided with both closer and latch m in

22 min

(j) latch approach, push side m in

24 min

(k) latch approach, push side, door provided with closer m in

24 min

(h) latch approach, pull side m in

24 min

(i) latch approach, pull side, door provided with closer m in

24 min m in

60 min

Size of Clearance at Water Closets 604.3

48 min m in

Clear Floor or Ground Space 305.3

Circular Space 304.3.1

67 min

International Symbol of Accessibility 703.7.2.1

Automatic and Power-Assised Doors and Gates 404.3

LIMITS OF PROTRUDING OBJECTS

307.2

TYPICAL MOUNTING HEIGHTS

X

7"

4" MAX

X

Circulation Path

VERTICAL CLEARANCES

307.4

M A

X

X

0"

12" MAX

X > 12"

M

IN

M A

X

POST-MOUNTED PROTRUDING OBJECTS

307.3 15

M

IN

M A

X

UNOBSTRUCTED FORWARD REACH

308.2.1

UNOBSTRUCTED SIDE REACH

308.3.1

10" MAX

* UNOBSTRUCTED SIDE REACH EXCEPTION:

AN OBSTRUCTION SHALL BE PERMITTED

BETWEEN THE CLEAR FLOOR OR GROUND

SPACE AND THE ELEMENT WHERE THE DEPTH

OF THE OBSTRUCTION IS 10 INCHES MAXIMUM.

12" MAX

M A

X

OBSTRUCTED HIGH FORWARD REACH

308.2.2

> 20"-25" MAX

M A

X

20" MAX

M A

X

OBSTRUCTED HIGH SIDE REACH

308.3.2

M A

X

10" MAX

M A

X

M

A X

> 10"-24" MAX

CARPET PILE HEIGHT

302.2

1/ 2"

M A

X

VERTICAL CHANGE IN LEVEL

303.2

1/ 4"

M A

X

BEVELED CHANGE IN LEVEL

303.31/

4" M

A X

1/ 4"

M A

X

1/ 2"

M A

X

CLOCK

M A

X

O P

E R

A B

LE

P

A R

T H

T

FEC

LATCH SIDE

12" MIN

M

IN

ELECTRICAL OUTLETS AND SWITCHES

O P

E R

A B

LE

P

A R

T H

T

M A

X

MB

M A

X

TB

M A

X

FINISH FLOOR ELEVATION

ADA 306 KNEE AND TOE CLEARANCE

PLAN

30"

T O

E A

N D

K N

E E

C

LE

A R

A N

C E a.

b.

a. TOE CLEARANCE

b. KNEE CLEARANCE

ADA 306 KNEE AND TOE CLEARANCE

SIDE ELEVATION

11" MIN

17" - 25"

9" M

IN 27

M

IN

6" MAX

8" MIN

FIRE

EXTINGUISHER

CABINET

MARKERBOARD TACKBOARD

O P

E R

A B

LE

P

A R

T H

T

M A

X

SD

SOAP DISPENSER

O P

E R

A B

LE

P

A R

T H

T

M A

X

PTD

PAPER TOWEL

DISPENSER

Wichita 316.265.9367 ● Kansas City 816.444.4200 ● Houston 281.870.1914 ● www.glmv.com

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration GLMV, Inc Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 Hickory, NC 28602

Phone: 828-315-9962 www.atriaxgroup.com

/1 /2

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C

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C M

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V

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G-004

TYPICAL MOUNTING HEIGHTS &

FLOOR CLEARANCES

RENOVATE MANUAL AREA

AT MID-SOUTH CMOP

3209 ELAM FARMS PKWY, MURFREESBORO TN 67127

764-21-101

N/A

09/19/2024 KA LD 4 17

DEMOLITION GENERAL NOTES

A. VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. DISCREPANCIES BETWEEN DESIGN CONDITIONS

AND EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

B. DEMOLITION SHALL BE DONE IN A MANNER TO REDUCE THE AMOUNT OF DAMAGE TO ADJACENT

MATERIALS AND CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND

REPAIR OF ADJACENT MATERIALS DUE TO DEMOLITION TO THE SATISFACTION OF THE CONTRACTING

OFFICER REPRESENTATIVE.

C. DEMOLITION SCOPE TO INCLUDE THE REMOVAL OF ALL EXISTING ELEMENTS AS REQUIRED TO

COMPLETE SCOPE OF WORK/CONSTRUCTION INCLUDED IN THESE DOCUMENTS, WHETHER OR NOT

SPECIFICALLY INDICATED HEREIN.

D. ALL WALLS, STRUCTURAL FRAMES, PARTITIONS, EQUIPMENT, ETC. INDICATED BY DASHED LINES SHALL BE REMOVED. ALL WALLS, STRUCTURAL FRAMES, PARTITIONS, EQUIPMENT, ETC. INDICATED

BY SOLID LINES TO REMAIN.

E. PROVIDE TEMPORARY DUST-PROOF PARTITIONS REQUIRED TO SEAL DUST GENERATED DURING

CONSTRUCTION ACTIVITIES FROM ENTERING OCCUPIED PORTIONS OF THE BUILDING. MAKE

TEMPORARY PROVISIONS AS NECESSARY TO ACCOMMODATE MAKEUP AND RETURN AIR AFFECTED

BY TEMPORARY DUST PROOFING. TEMPORARY PARTITIONS TO BE RATED AS REQUIRED ON

DRAWINGS. PROVIDE CONSTRUCTION SAFETY SIGNAGE AT ALL ENTRANCES TO CONSTRUCTION

AREAS, SEE SIGNAGE DRAWINGS FOR ADDITIONAL INFORMATION.

F. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF HVAC AND ELECTRICAL ITEMS TO BE

REMOVED.

G. STRUCTURAL COLUMNS, BEAMS, JOISTS, BEARING WALLS AND OTHER STRUCTURAL LOAD BEARING

MEMBERS TO REMAIN INTACT, U.N.O.

H. COORDINATE WITH THE OWNER REMOVAL AND STORAGE OF ALL EXISTING EQUIPMENT TO BE

RELOCATED.

I. DEMOLITION NOTES INDICATED ON DRAWINGS MAY NOT BE ALL INCLUSIVE. REMOVE ALL ITEMS

REQUIRED FOR RECONSTRUCTION AND TO ACCOMMODATE NEW WORK.

J. VERIFY EXTENT OF ALL CONDITIONS OF DEMOLITION WITH FLOOR PLAN AND SCHEDULED

CONSTRUCTION PRIOR TO DEMOLITION. DISCREPANCIES BETWEEN DESIGN CONDITIONS AND

EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE VA.

K. CONCRETE FLOOR SLAB SHALL BE PATCHED, GROUND SMOOTH, AND LEVELED BEFORE

INSTALLATION OF NEW FINISH PER ROOM FINISH SCHEDULE. AT DISSIMILAR FLOOR ELEVATIONS, FEATHER SELF-LEVELING UNDERLAYMENT COMPOUND TO EACH FLOOR ELEVATION AND GRIND

SMOOTH.

L. PATCH TO MATCH ADJACENT SURFACES OF EXISTING WALLS AND FLOORS IN ALL AREAS REQUIRED DUE TO THE REMOVAL OF MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT OR FIXTURES.

M. WHERE EXISTING WALLS OR CEILINGS ARE DISTURBED FOR ACCESS TO SERVICES, PATCH TO MATCH DISTURBED MATERIALS AND FINISHES TO ORIGINAL CONDITION. WHERE REPAINTING IS REQUIRED, THE ENTIRE WALL OR CEILING SURFACE SHALL BE PAINTED TO THE NEAREST CORNERS.

N. CEILINGS WHICH ARE IN CONFLICT WITH NEW WORK SHALL BE REMOVED OR RELOCATED ALONG

WITH ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS.

O. ALL EXISTING UNUSED WALL PENETRATIONS IN INTERIOR AND EXTERIOR WALLS ALONG WITH PENETRATIONS LEFT AFTER SELECTIVE DEMOLITION ACTIVITIES SHALL BE INFILLED TO MATCH

ADJACENT WALL FINISHES, THICKNESS, AND SMOKE/FIRE RATING AS REQUIRED.

P. MAINTAIN CLEAR EXIT PATHS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.

Q. SEE A-101 FOR PARTITION CONSTRUCTION REQUIRED PRIOR TO STARTING OTHER DEMOLITION AND

CONSTRUCTION ACTIVITIES.

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY SOLID LINE INDICATES NEW ELEMENT

HEAVY DASHED LINE INDICATES EXISTING ELEMENT TO BE

REMOVED IN ITS ENTIRETY

SHEET KEYNOTES

12 12

13 13

14 14

G

G

H

H

J

J

K

K

L

L

WAREHOUSE

RECEIVING

STAFF

RECEIVING

CREPLEN

FACMAN

STAFF

FACMAN

WORKSHOP

FACMAN

STORAGE 161

PATCH RM

TCA

AUTOMATION

UNISEX

CHANGING

RESTROOM

RESTROOM

CONTROLS

CONTROL DEPOT

169 163

Room

AD101

3'

E X

IS

T

IN

G

C

LE

A R

O P

E N

IN

G

8'

N E

W C

LE

A

R O

P E

N

IN

G

Wichita 316.265.9367 ● Kansas City 816.444.4200 ● Houston 281.870.1914 ● www.glmv.com

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration GLMV, Inc Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 Hickory, NC 28602

Phone: 828-315-9962 www.atriaxgroup.com

KEYPLAN

AREA OF RENOVATION

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AD101

DEMOLITION PLAN - FIRST FLOOR RENOVATE MANUAL AREA

AT MID-SOUTH CMOP

3209 ELAM FARMS PKWY, MURFREESBORO TN 67127

764-21-101

N/A

09/19/2024 KA LD 5 17

N

1 REMOVE EXISTING PORTION OF METAL MESH WALL IN ITS ENTIRETY.

2 REMOVE EXISTING OVERHEAD DOOR IN ITS ENTIRETY. STORE FOR RELOCATION IN NEW CONSTRUCTION.

4 REMOVE EXISTING FLOOR GUARD IN ITS ENTIRETY. STORE FOR RELOCATION IN NEW CONSTRUCTION.

5 REMOVE EXISTING PASS THRU WINDOW IN ITS ENTIRETY.

6 EXISTING METAL SCREEN WALL TO REMAIN.

7 REMOVE EXISTING BOLLARD IN ITS ENTIRETY AND STORE FOR REINSTALLATION IN NEW SPACE.

8 CAREFULLY REMOVE EXISTING DOOR AND STORE FOR REINSTALLATION IN NEW SPACE.

9 REMOVE PART OF EXISTING GYP. BOARD PARTITION WALL ON METAL STUDS AND WIRE MESH BEHIND.

SEE 2/ AD-101 FOR EXTENT OF DEMOLITION.

10 REMOVE EXISTING DOOR AND RELATED ACCESSORIES IN ITS ENTIRETY. FOR SALVAGE OR DISPOSAL, COORDINATE WITH CMOP FACILITY MANAGER.

0 8' 16'4'1/8" = 1'-0"1

DEMOLITION PLAN - PARTIAL FIRST FLOOR

3/8" = 1'-0"2

DEMO ELEVATION @ GYP. BOARD WALL

FLOOR PLAN GENERAL NOTES

A. ALL INFECTION CONTROL CRITERIA AS DETERMINED BY THE ICRA FORM INCLUDED IN SECTION

011000 SHALL BE ADHERED TO DURING ALL PHASES OF THE PROJECT. PLAN ON FOLLOWING CLASS II

ICRA REQUIREMNTS UNLESS DIRECTED OTHERWISE BY VA COR/FACILITIES MANAGER.

B. CONTRACTOR SHALL ERECT AND MAINTAIN A SEPARATION DURING ALL CONSTRUCTION PHASES

PER THE DETERMINED ICRA LEVEL REQUIREMENTS FOR THE CMOP FACILITY.

C. CONTRACTOR SHALL PROVIDE CONSTRUCTION SAFETY SIGNAGE AT ALL ENTRANCES TO

CONSTRUCTION AREAS.

D. RENOVATION WORK SHALL BE COMPLETED WITH MINIMAL DISRUPTION TO BUILDING OPERATIONS.

THE OWNER RESERVES THE RIGHT TO TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION

OPERATIONS SHOULD THE OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE

OF THE OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.

E. SCHEDULE ALL WORK PRODUCING EXCESS NOISE OR VIBRATIONS WITH VA IN ADVANCE SO AS TO

NOT DELAY PROGRESS OF THE WORK.

F. SCHEDULE ALL WORK REQUIRING DISRUPTION TO BUILDING UTILITIES WITH VA IN ADVANCE SO AS

TO NOT DELAY PROGRESS OF THE WORK.

G. PATCH ALL FLOORS, WALLS, AND CEILINGS ALTERED DURING CONSTRUCTION AS REQ'D TO MATCH

EXISTING. PATCH ANCHOR HOLES IN MASONRY WALL WHERE ACCESSORIES HAVE BEEN MOVED

AND/OR OMITTED.

H. COORDINATE MOUNTING LOCATIONS OF ALL WALL-MOUNTED DEVICES AND/OR EQUIPMENT IN

ORDER TO ELIMINATE CONFLICTS.

I. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING/ANCHORAGE FOR WALL-MOUNTED

EQUIPMENT AND/OR ACCESSORIES.

J. REFERENCE PLUMBING DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS.

K. PROVIDE CONTROL JOINTS ON CONTINUOUS GYPSUM BOARD SURFACES IN EXCESS OF 30'-0", AT A

MAXIMUM INCREMENT OF 30'-0" ON CENTER, U.N.O. INCORPORATE CONTROL JOINTS AT DOOR AND

WINDOW FRAMES.

L. ALL NEW FINISHES AND FURNISHINGS SHALL COMPLY WITH APPLICABLE CODES, VA GUIDELINES, MEET ADA ACCESSIBILITY STANDARDS, AND MEET MANUFACTURER'S TOLERANCES.

M. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR FINISH FACE OF EXISTING WALLS

AND COLUMN SURROUNDS, U.N.O.

N. PROTECT EXISTING ROOFING TO REMAIN AND COMPLY WITH REQUIREMENTS OF EXISTING ROOF

SYSTEM MANUFACTURER'S WARRANTY REQUIREMENTS. PROTECT EXISTING ROOFING SYSTEM

DURING WORK.

HATCH LEGEND

EXISTING WALL / PARTITION

TO REMAIN U.N.O.

NEW WALL / PARTITION

CONSTRUCTION U.N.O.

AREA NOT IN SCOPE

SHEET KEYNOTES

V.I.F.

56' - 6"

NEW

CONTROLS

DEPOT

CREPLEN

FACMAN

WORKSHOP

FACMAN

STORAGE 161

PATCH RM

FACMAN

STAFF

12 12

13 13

14 14

G

G

H

H

J

J

K

K

L

L

V .I.

F

0"

NIOSH

BULK

COLD PACK

163B

163A

163C

171C

160C

160B

RECEIVING

RECEIVING

STAFF

UNISEX

UNISEX

RESTROOM

UNISEX

CHANGING

RESTROOM

PROTECT DURING CONSTRUCTION

2' - 0" MIN. CLEARANCE

F

U

LL

P A

N E

LS

O

N E

F U

LL

P

A N

E L

F

U

LL

P A

N E

LS

4 FULL PANELS 1 FULL PANEL +/- 6' - 5" 1 FULL PANEL

+/- 0' - 5"

2'

5'

START METAL MESH WALL

FROM EXIST. STEEL TUBE

LOCATION.

A-501

165A

A-501

/2

A-501

Sim

2 A-501

Sim

Wichita 316.265.9367 ● Kansas City 816.444.4200 ● Houston 281.870.1914 ● www.glmv.com

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration GLMV, Inc Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 Hickory, NC 28602

Phone: 828-315-9962 www.atriaxgroup.com

KEYPLAN

AREA OF RENOVATION

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A-101

IMPROVEMENT PLAN - FIRST FLOOR

PLAN

RENOVATE MANUAL AREA

AT MID-SOUTH CMOP

3209 ELAM FARMS PKWY, MURFREESBORO TN 67127

764-21-101

N/A

09/19/2024 KA LD 6 17

1 RELOCATE EXISTING FLOOR GUARD AND BOLLARDS.

2 METAL MESH WALL. REFERENCE TYP. PANEL PLAN DETAIL AND ELEVATION. END PANELING TO BOTTOM OF ROOF STRUCTURE. BRACE TOP OF EVERY STEEL TUBE TO EXISTING BAR JOIST OR WIDE FLANGE

BEAM. SEE 8/ A-501 FOR REFERENCE OF EXISTING CONDITION.

3 RELOCATE EXISTING OVERHEAD DOOR. SEE DOOR SCHEDULE.

4 RELOCATE EXISTING DOOR. SEE DOOR SCHEDULE.

5 NEW BOLLARD AND FLOOR GUARD TO MATCH EXISTING.

6 INFILL EXISTING WALL OPENING PER DETAIL 5/A-501 AND MATCH EXISTING FINISHES.

N

0 8' 16'4'1/8" = 1'-0"1

IMPROVEMENT PLAN - FIRST FLOOR

MARK

DOOR FRAME FIRE

RATING

LABEL NOTES

SIZE

MATL EL GLZ MATL EL

DETAIL

W HT THK HEAD JAMB SILL

163 3' - 0" 7' - 0" 1 1/4" CHAINLINK - - CHAINLINK - - - - - DELEGATED DESIGN. SEE SPECIFICATIONS FOR MORE INFORMATION.

163A 8' - 6" 7' - 0" 1 1/4" CHAINLINK CHAINLINK - - DELEGATED DESIGN. SEE SPECIFICATIONS FOR MORE INFORMATION.

163B 8' - 6" 7' - 0" OVERHEAD - STEEL - - - - EXISTING DOOR TO BE RELOCATED

163C 3' - 6" 7' - 0" 1 1/4" CHAINLINK - - CHAINLINK - - - DELEGATED DESIGN. SEE SPECIFICATIONS FOR MORE INFORMATION.

165A 8' - 0" 11' - 0" OVERHEAD - STEEL 6/A-501 7/A-501 REFER MANUFACTURER SPECIFICATIONS. BASIS OF DESIGN OVERHEAD

DOORS ROLLING SERVICE DOOR SYSTEM MODEL 610 IN COLOR GRAY.

EXISTING

A. PROVIDE CHAINLINK GATES AND DOORS WITH THE FOLLOWING:

• 1 STOREROOM OR CLOSET LOCK AU 4705LN MK 626 YA

• 1 ELECTRIC STRIKE 1500C-DLM 630 HS

• 1 SMART PAC BRIDGE RECTIFIER 2005M3 HS

• 1 SURFACE CLOSER 5831 TBGN134-47 689 YA

• 1 POSITION SWITCH DPS-M-BK SU

• 1 MOTION SENSOR XMS SU

• 1 POWER SUPPLY BPS-24-1 SU

OPERATION DOOR IS NORMALLY CLOSED AND LOCKED. WHEN THE DOOR COMES BACK CLOSED THE ELECTRIC STRIKE WILL RELOCK. YOU CAN ALWAYS

EXIT BY TURNING THE INSIDE LEVER AND EXITING THE SPACE.

Revisions: Date:

REFERENCE MANUFACTURER SPECIFICATIONS FOR INSTALLATION

99" CENTER TO CENTER

96" WIDE WIRE MESH

1/4" DIAMETER HOLES

2" X 2" X 1/4" STEEL TUBE

1/4" BOLT WITH LOCK NUT AND

WASHERS EACH SIDE THRU-

BOLTED 15-18" ON CENTER

1 1/4" x1 1/4"x 1/4" STEEL

ANGLE

1/4" TH. METAL OFFSET

BASE PLATE

1 1/2" STEEL DIAMOND

MESH NO. 10 GAUGE

WELDED ONTO STEEL

ANGLE.

97" OUTSIDE TO OUTSIDE FACE OF ANGLE

1" X 1/4" TH. FLAT

STEEL BAR WELDED

VERTICALLY

8' - 1"

4'

2" X 2" X 1/4" STEEL TUBE

1 1/4" X 1 1/4" X 1/4" STEEL ANGLE

THRU- BOLTED TO STEEL TUBE @

15"-18" OC.

1 1/2" STEEL DIAMOND MESH NO. 10 GA

WELDED ONTO STEEL ANGLE.

1" X 1/4" TH. FLAT STEEL BAR WELDED OVER

WIRE MESH.

EQ. EQ.

RECEIVING ANGLE TO BE THRU BOLTED @

15-18" OC TO CONNECT TO VERTICAL PANEL

ABOVE.

NOTE: EACH PANEL CONNECTING HARDWARE TO BE TAMPER PROOF. NUTS TO BE TAP WELDED TO PREVENT REMOVAL.

NOTE: BRACING NOTE - CALL OUT ANGLE

1 1/4" x1 1/4"x 1/4" STEEL

ANGLE

EXISTING METAL DECK

EXISTING BAR JOIST

1 1/2" STEEL DIAMOND

MESH NO. 10 GAUGE

WELDED ONTO STEEL

ANGLE.

1 1/4" x1 1/4"x 1/4" STEEL

ANGLE

EXISTING ROOF

CONNECTIONS AS DELEGATED

CONNECTIONS AS DELEGATED

1 1/4" x1 1/4"x 1/4" STEEL

ANGLE

EXISTING METAL DECK

EXISTING STRUCTURAL

WIDE FLANGE BEAM

1 1/2" STEEL DIAMOND

MESH NO. 10 GAUGE

WELDED ONTO STEEL

ANGLE.

1 1/4" x1 1/4"x 1/4" STEEL

ANGLE

EXISTING ROOF

CONNECTIONS AS DELGATED

CONNECTIONS AS DELGATED

8" METAL TRACK

8" METAL TRACK

8" METAL STUD @ 16" O.C.

EXISTING WALL

1 LAYER - 5/8" GYP BD ON EACH SIDE - MATCH

EXISTING FINISHES.

EXISTING FLOOR SLAB

WIRE MESH ATTACHED TO FACE OF METAL STUD.

MATCH EXISTING SIZE.

BATT INSULATION

AS SCHEDULED

PARTITION TYPE AS

SCHEDULED

8" MTL. STUD BOX

HEADER

NOTE: SEE MANUFACTURER PROVIDED HOOD INSTALLATION DETAILS FOR MORE

INFORMATION ON MOUNTING.

HOOD, CURTAIN,

BRACKETS AND GUIDES BY

OVERHEAD DOOR

MANUFACTURER.

FIELD VERIFY LOCATION

OF WELDED WIRE MESH

BEHIND GYP. BOARD.

MAINTAIN WIRE MESH

DURING DEMO AND

INSTALLATION OF

OVERHEAD DOOR.

0' - 1"

ANCHORS/FASTENERS

PER MANUFACTURER

INSTALLATION DETAIL

WALL ANGLE

2-1/2x2x3/16

INNER ANGLE

2-1/2x2x3/16

OUTER ANGLE

3x2-1/2x3/16

TRIPLE 8" METAL

STUD @JAMB

NOTE: VERIFY ABOVE WITH OVERHEAD DOOR MANUFACTURER

INSTALLATION DETAILS FOR DIMENSIONS AND SIZES OF ANGLES.

Wichita 316.265.9367 ● Kansas City 816.444.4200 ● Houston 281.870.1914 ● www.glmv.com

Drawing Title

Approved: National CMOP

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Dwg. of o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Veterans

Health

Administration Approved: Manual Area

Approved: Murfreesboro CMOP

GLMV, Inc Architect 1525 E. Douglas, Wichita, KS 67211

Phone: 316-265-9367 www.glmv.com

Professional Engineering Consultants (PEC) MEP Engineers 623 Massachusetts Street, Suite 200, Lawrence, KS 66044

Phone: 785-842-6464 www.pec1.com

Atriax, pllc 703 Main Avenue SW, Hickory, NC 28602 Hickory, NC 28602

Phone: 828-315-9962 www.atriaxgroup.com

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A-501

DETAILS RENOVATE MANUAL AREA

AT MID-SOUTH CMOP

3209 ELAM FARMS PKWY, MURFREESBORO TN 67127

764-21-101

N/A

09/19/2024 KA LD 7 17

0 6" 9"3"3" = 1'-0"1

TYP. WIRE MESH PARTITION PANEL PLAN DETAIL

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

TYP. WIRE MESH PARTITION PANEL ELEVATION

0 6" 9"3"3" = 1'-0"3

TOP OF WIRE MESH PARTITION PANEL @ BAR JOIST

0 6" 9"3"3" = 1'-0"4

TOP OF WIRE MESH PARTITION PANEL @ WIDE FLANGE BEAM

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

SECTION @ WALL INFILL

Revisions: Date:

3" = 1'-0"6

HEADER DETAIL @ OVERHEAD DOOR OPENING

3" = 1'-0"7

JAMB DETAIL @ OVERHEAD DOOR OPENING

3" = 1'-0"8

TOP OF TUBE STEEL BRACING WITH…