EPS Warehouse HVAC Corrections - FINAL CDs 20250226.pdf

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

PROJECT SITE

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.

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

CONSULTANTS:

ARCHITECT:

TESSERE,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/ STRUCTURAL

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 OF RECORD:

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

Drawing Title

Approved: National CMOP

Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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: EPS Area

Approved: Great Lakes CMOP

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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

/2

/2

:2

:4

P

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

R

A tr ia x

H in e s E

P S

W a re h o u s e H

V A

C C o rr e c ti o n s /1

R

H

IN

E

S

E P

S

W A

R E

H O

U S

E

H V

A C

C

O R

R E

C T

IO

N

S .r v t

G-001

COVER SHEET EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

SHEET

NUMBER SHEET NAME

01 [G] GENERAL

G-001 COVER SHEET

G-002 CODE NARRATIVE

G-003 TYPICAL MOUNTING HEIGHTS AND CLEARANCES

G-004 REFERENCE FLOOR PLAN

G-005 PHASING DIAGRAM

07 [S] STRUCTURAL

S-001 GENERAL NOTES

S-101 FRAMING PLAN AND DETAILS

08 [A] ARCHITECTURAL

AD101 PARTIAL FIRST FLOOR DEMOLITION PLAN

A-101 PARTIAL FIRST FLOOR PLAN

A-201 PARTIAL ROOF PLAN

A-601 DETAILS AND SCHEDULES

13 [P] PLUMBING

MP001 MECHANICAL COVER SHEET

PD101 PLUMBING DEMOLITION PLAN

P-101 PLUMBING PLAN

P-501 PLUMBING DETAILS

14 [M] MECHANICAL

MD101 MECHANICAL DEMOLITION PLAN

M-101 FIRST FLOOR MECHANICAL PLAN

M-501 MECHANICAL DETAILS AND SCHEDULES

M-601 MECHANICAL CONTROLS

15 [E] ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND SYMBOLS

E-101 ELECTRICAL DEMOLITION PLAN- FIRST FLOOR

E-131 POWER AND SYSTEMS PLAN - FIRST FLOOR

ARCHITECTURAL LEGEND MISC. ARCHITECTURAL SYMBOLS SHEET INDEX

SITE LOCATION

DEPARTMENT OF VETERANS AFFAIRS

GENERAL NOTES

ARCHITECTURAL ABBREVIATIONS

GREAT LAKES CMOP - HINES ILLINOIS

PROJECT NO. 765- 23-101

EPS WAREHOUSE HVAC CORRECTIONS

DIRECTORY

Revisions: Date:

BUILDING CODE ANALYSIS

USE AND OCCUPANCY:

USE GROUP OCCUPANCY CLASSIFICATION SECTION

GROUP B EXISTING BUSINESS IBC 304 / NFPA101 CH.39

GROUP F INDUSTRIAL - SPECIAL PURPOSE IBC 304 / NFPA101 CH.40

GROUP S STORAGE - WAREHOUSE IBC 304 / NFPA101 CH.42

GENERAL BUILDING HEIGHTS AND AREAS:

BUILDING HEIGHT ALLOWABLE(ft) ACTUAL(ft) TABLE

EXISTING BUILDINGS COMPLY WITH NFPA 101 AND IBC REGARDING ALLOWABLE

BUILDING HEIGHTS.

BUILDING AREA ALLOWABLE(sf) ACTUAL(sf) TABLE

EXISTING BUILDINGS COMPLY WITH NFPA 101 AND IBC REGARDING ALLOWABLE

BUILDING AREAS.

TYPE OF CONSTRUCTION:

CONSTRUCTION CLASSIFICATON TABLE

TYPE II (B) / (000) IBC 601 / NFPA 220 4.1.1

BUILDING ELEMENT FIRE-RESISTANCE RATING(hr)

TABLE 601 TYPE II (B)

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS

EXTERIOR 0

INTERIOR 0

NONBEARING WALLS & PARTITIONS

EXTERIOR SEE TABLE 602

NONBEARING WALLS & PARTITIONS

INTERIOR 0

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY MEMBERS 0

ROOF CONSTRUCTION AND

ASSOCIATED SECONDARY MEMBERS 0

OCCUPANCY SEPARATIONS RATING (HR) SECTION

STORAGE OR SPECIAL

INDUSTRIAL TO OFFICE 1 NFPA101 6.1.14.4.1(b)

SPECIAL INDUSTRIAL TO OFFICE 0 NFPA101 6.1.14.2.2

FIRE AND SMOKE PROTECTION:

EXTERIOR WALLS TABLE

MAXIMUM AREA OF EXTERIOR WALL OPENINGS 705.8

FIRE SEPARATION DISTANCE (ft) 30 OR GREATER

DEGREE OF OPENING PROTECTION UNPROTECTED,

NONSPRINKLERD

ALLOWABLE AREA NO LIMIT

FIRE BARRIERS SECTION

INCIDENTAL USES 1-HOUR 707.3.7

GENERAL STORAGE 1-HOUR NFPA101

8.7.1.1 38.3.2.1

HORIZONTAL ASSEMBLIES SECTION

NOT APPLICABLE 711.4

EXC. 1

PENETRATIONS SECTION

THROUGH PENETRATION FIRESTOP SYSTEM 714.3.1.2

(ASTM E 814 OR UL 1479)

FIRE-RESISTANT JOINT SYSTEMS SECTION

FIRE TEST CRITERIA (ASTM E 1966 OR UL 2079) 715.1

OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE

TYPE OF ASSEMBLY OTHER FIRE BARRIERS 716.5

REQUIRED WALL ASSEMBLY RATING 1 HOUR 716.5

MIN. FIRE DOOR ASSEMBLY RATING 3/4 HOUR 716.5

DOOR VISION PANEL SIZE MAXIMUM SIZE TESTED 716.5

FIRE RATED GLAZING MARKING D-H-NT-45 716.5

MIN. SIDELIGHT TRANSOM ASSEMBLY 3/4 HOUR 716.5

FIRE-RATED GLAZING MARKING

SIDELITE/TRANSOM PANEL D-H-NT-45 716.5

THERMAL AND SOUND INSULATING MATERIALS SECTION

CONCEALED INSTALLATION 720.2

(FLAME SPREAD INDEX OF NOT MORE THAN 25 AND

A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450)

PRESCRIPTIVE FIRE RESISTANCE ITEM NUMBER TABLE

13. NON-COMBUSTIBLE STUDS-INTERIOR PARTITION

WITH GYPSUM WALLBOARD EACH SIDE 13-1.3 721.1

INTERIOR FINISHES:

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

GROUP CONDITION CLASS SECTION

GROUP B BUSINESS A,B,C (A,B FOR EXIT) NFPA 101

GROUP F INDUSTRIAL - SPECIAL PURPOSE A,B,C (A,B FOR EXIT) CH 10

GROUP S STORAGE A,B,C (A,B FOR EXIT)

FIRE PROTECTION SYSTEMS:

AUTOMATIC SPRINKLER SYSTEMS SECTION

NFPA 13 COMPLIANT AUTOMATIC SPRINKLER SYSTEM REQUIRED IBC 903

STANDPIPE SYSTEMS SECTION

NFPA 14 COMPLIANT STANDPIPE SYSTEM REQUIRED IBC 905

EXISTING - REQUIRED FOR AREAS USED FOR RACK STORAGE

PORTABLE FIRE EXTINGUISHERS SECTION

REQUIRED - PROVIDE NEW WHERE REQUIRED IBC 906

FIRE EXINGUISHERS FOR CLASS A FIRE HAZARDS

LIGHT (LOW) HAZARD OCCUPANCY TABLE

MINIMUM RATED SINGLE EXINGUISHER 2-A 906.3(1)

MAXIMUM FLOOR AREA PER UNIT OF A 3,000 SF 906.3(1)

MAXIMUM FLOOR AREA FOR EXTINGUISHER 11,250 SF 906.3(1)

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 75 feet 906.3(1)

FIRE ALARM AND DETECTION SYSTEMS SECTION

MANUAL FIRE ALARM SYSTEM 907.2

EXISTING - PROVIDE NEW WHERE REQUIRED

FIRE SAFETY FUNCTIONS 907.3

EXISTING - PROVIDE NEW WHERE REQUIRED

INITIATING DEVICES 907.4

EXISTING - PROVIDE NEW WHERE REQUIRED

OCCUPANT NOTIFICATION SYSTEMS 907.5

EXISTING - PROVIDE NEW WHERE REQUIRED

ON-SITE WATER SUPPLY

PROVIDED BY VA HOSPITAL COMPLEX

MEANS OF EGRESS:

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE OCCUPANT LOAD FACTOR TABLE

BUSINESS 18,380 SF / 100 SF GROSS NFPA 101

INDUSTRIAL (SPECIAL PURPOSE) 63,918 SF / 100 SF GROSS 7.3.1.2

STORAGE 60,884 SF / 500 SF GROSS

TOTAL OCCUPANT LOAD 946 OCCUPANTS

MEANS OF EGRESS SIZING NFPA 101

OTHER EGRESS COMPONENTS 7.3.1.2

MEANS OF EGRESS ILLUMINATION NFPA 101

ILLUMINATION REQUIRED 7.8; 7.9; 7.10

ACCESSIBLE MEANS OF EGRESS NFPA 101

ACCESSIBLE MEANS OF EGRESS REQUIRED 7.3.1.2

DOORS, GATES, AND TURNSTILES NFPA 101

DOORS

EXIT SIGNS NFPA 101

WHERE REQUIRED 7.8; 7.9; 7.10

COMMON PATH OF EGRESS TRAVEL

OCCUPANCY ALLOWABLE(ft ) ACTUAL(ft) TABLE

GROUP B 100 FT -- FT NFPA101

39.2.5.3

GROUP F 100 FT -- FT NFPA101

40.2.5.1

GROUP S 100 FT -- FT NFPA101

42.2.5

EXIT AND EXIT ACCESS DOORWAYS

OCCUPANCY ALLOWABLE ACTUAL SECTION

GROUP B 2 2 1015.1 / NFPA101

GROUP F 2 2 1015.1 / NFPA101

GROUP S 2 2 1015.1 / NFPA101

EXIT ACCESS TRAVEL DISTANCE

OCCUPANCY ALLOWABLE(ft) ACTUAL(ft) TABLE

GROUP B 300 FT 130-0 FT NFPA101

39.2.6.3

GROUP F 400 FT 386-4 FT NFPA101

40.2.6.1

GROUPS 400 FT 305-0 FT NFPA101

42.2.6

CORRIDOR FIRE-RESISTANCE RATING

OCCUPANCY REQUIRED-RESISTANCE RATING(hours) TABLE

GROUP B 0 HOUR IBC 1018.1

GROUP F 0 HOUR IBC 1018.1

GROUP S 0 HOUR IBC 1018.1

MINIMUM CORRIDOR WIDTH

OCCUPANCY WIDTH (minimum) TABLE

GROUP B 44 INCHES IBC 1018.2

GROUP F 44 INCHES IBC 1018.2

GROUP S 44 INCHES IBC 1018.2

DEAD ENDS

OCCUPANCY LENGTH(ft) SECTION

GROUP B 50 FT NFPA101

39.2.5.2

GROUP F 100 FT NFPA101

40.2.5.1

GROUP S 100 FT NFPA101

40.2.5

EXIT DISCHARGE SECTION

SEE CODE PLAN AND CODE SITE PLAN IBC

PROJECT DESCRIPTION:

CODES & STANDARDS EDITION

INTERNATIONAL BUILDING CODE 2021

INTERNATIONAL MECHANICAL CODE 2021

ILLINOIS PLUMBING CODE 2014

COOK COUNTY ELECTRICAL CODE 2014

INTERNATIONAL FIRE CODE 2021

NFPA 13 SPRINKLER SYSTEM

NATIONAL FIRE PROTECTION ASSOCIATION 2016

NFPA 72, NATIONAL FIRE ALARM CODE 2015

NFPA 101, LIFE SAFETY CODE 2015

VA FIRE PROTECTION DESIGN MANUALS

ASHRAE GUIDELINES AND STANDARDS 90.1 2013

THE ARCHITECTURAL BARRIERS ACT (ABA)

WITH VA SUPPLEMENTS 2010

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

GUIDELINES FOR DESIGN AND CONSTRUCTION OF

HOSPITAL AND HEALTH CARE FACILITIES - AIA 2010

ASSOCIATED AIR BALANCING COUNCIL STANDARDS (AABC)

UNDERWRITER'S LABORATORIES STANDARDS

ILLUMINATING ENGINEERING SOCIETY STANDARDS

GUIDLINES FOR ENVIRONMENTAL INFECTION CONTROL

IN HEALTH CARE FACILITIES (CDC)

JOINT COMMISSION ACCREDITATION MANUAL FOR

HOSPITALS, ENVIRONMENT OF CARE STANDARDS

THE SCOPE OF WORK IS TO UPGRADE HVAC AND PLUMBING SYSTEMS FOR

TEMPERATURE, WATER LEAKAGE AND HUMIDITY ISSUES AND ENCLOSING THE

EPS STAGING AREA FOR BETTER TEMPERATURE CONTROL.

SUMMARY OF GOVERNING REGULATIONS:

AUTHORITIES HAVING JURISDICTION

HINES, IL LOCAL AREA BUILDING OFFICIAL AND FIRE OFFICIAL

BUILDING CODE LEGEND

FIRE AND SMOKE PROTECTION FEATURES:

1-HOUR FIRE BARRIER (IBC SECTION 707)

707.3.7 INCIDENTAL USES

FIRE PROTECTION SYSTEMS:

FIRE EXTINGUISHER

3/4 HOUR FIRE DOOR ASSEMBLYFR

MEANS OF EGRESS:

MEANS OF EGRESS SIZING (IBC SECTION 1005)

COMMON PATH OF EGRESS TRAVEL

AND/OR EXIT ACCESS TRAVEL DISTANCE

Clear Width

1005.3 Required capacity based on occupant load"

1005.3.2 Other egress components

1005.3 Occupant load served

CLEAR EXIT WIDTH PROVIDED

REQUIRED EXIT CLEAR WIDTH

CAPACITY FACTOR per IBC SECT. 1005.3.2

OCCUPANT LOAD AT EXIT

FACP

FS FIRE ALARM PULL-STATION

FIRE ALARM CONTROL PANEL

FAA FIRE ALARM ANNUNCIATOR PANEL

CEILING MOUNTED EXIT SIGN

WITH DIRECTIONAL ARROW

FE

A

B

C

D

E

F

G

H

J

345678910111213

C1110

EPS

SWING

SPACE

C1005

EPS

ENCLOSURE

C1096

EPS

OFFICE

32"

36"

0.3

(O) 5

T R

A V

E L D

IS

T

A N

C E

:2

HATCH LEGEND

EXISTING BUILDING - NOT IN SCOPE OF WORK

BUSINESS OCCUPANCY

WAREHOUSE OCCUPANCY

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY SOLID LINE INDICATES NEW ELEMENT

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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 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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

/2

/2

:2

:4

P

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

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A tr ia x

H in e s E

P S

W a re h o u s e H

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R

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IN

E

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S

W A

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H O

U S

E

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A C

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O R

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S .r v t

G-002

CODE NARRATIVE EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

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

FIRST FLOOR CODE PLAN - EPS SWING SPACE

N

GENERAL NOTES

1. THESE ARE TYPICAL DIAGRAMS INTENDED TO SHOW MOUNTING HEIGHTS,

DIMENSIONS, SPATIAL REQUIREMENTS, ETC. FOR BOTH ACCESSIBLE AND

NON-ACCESSIBLE FIXTURES AND ACCESSORIES.

2. COMPLY WITH THE MOUNTING HEIGHTS SHOWN ON THESE DIAGRAMS UNLESS

SPECIFICALLY DIMENSIONED ELSEWHERE ON THESE DRAWINGS.

3. ALL DIMENSIONS ARE FROM FINISH MATERIAL.

ADA 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

66" min

International Symbol of Accessibility 703.7.2.1

Automatic and Power-Assised Doors and Gates 404.3

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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 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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

/2

/2

:2

:4

P

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

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A tr ia x

H in e s E

P S

W a re h o u s e H

V A

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R

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IN

E

S

E P

S

W A

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H O

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E

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A C

C

O R

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C T

IO

N

S .r v t

G-003

TYPICAL MOUNTING HEIGHTS AND

CLEARANCES

EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

DN

A

B

C

D

D.9

F.8

H.4

K.3

K.9

M.2

N.4

O

O.2

O.8

P

31.1 31 30 26272829 1516171819202122232425

N

M

E

F

G

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L

1234567891011121314

AC

AB

AA

Z

Y

X

W

V

U

T

S

R

Q

WAREHOUSE PHARMACY DISPENSING

OFFICES

SWING STORAGE SPACE

LOADING DOCKS

MEZZANINE ABOVE

27.227.8

AA.7

C1005

EPS

ENCLOSURE

C1110

EPS

SWING

SPACE

EXISTING SPACE (NIC)

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY SOLID LINE INDICATES NEW ELEMENT

LEGEND

EXISTING BUILDING - NOT IN SCOPE OF WORK

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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 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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

/2

/2

:2

:4

P

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

R

A tr ia x

H in e s E

P S

W a re h o u s e H

V A

C C o rr e c ti o n s /1

R

H

IN

E

S

E P

S

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H O

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E

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A C

C

O R

R E

C T

IO

N

S .r v t

G-004

REFERENCE FLOOR PLAN EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

0 30 601" = 30'-0"1

REFERENCE FLOOR PLAN

B

C

D

E

F

G

H

345678910111213

C1110

EPS

SWING

SPACE

C1005

EPS

ENCLOSURE

C1096

EPS

OFFICE

C1005

EPS

ENCLOSURE

1B

1A

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY SOLID LINE INDICATES NEW ELEMENT

B

C

D

E

F

G

H

345678910111213

C1110

EPS

SWING

SPACE

C1005

EPS

ENCLOSURE

C1096

EPS

OFFICE

HATCH LEGEND

EXISTING BUILDING - NOT IN SCOPE OF WORK

PHASE 1A: BUILD NEW EPS SWING SPACE. PROVIDE TEMPORARY

COOLING/HEATING/HUMIDIFICATION (DEPENDING ON THE SEASON) IN THE

EPS SWING SPACE UNTIL THE NEW HVAC IS ONLINE.

PHASE 1B: MOVE GOODS TO NEW EPS SWING SPACE AND PERFORM

PARTIAL STORM PIPE REPLACEMENT PER PLUMBING PHASING PLANS.

PHASE 2: PERFORM PARTIAL STORMWATER WORK BROKEN INTO SUB-

PHASES PER PLUMBING PHASING PLAN. VA TO COORDINATE MOVEMENT

OF PHARMACEUTICALS TO NEW EPS SWING SPACE BY EACH SUB-PHASE.

COORDINATE MOVEMENT OF GOODS WITH VA.

PHASE 3: PERFORM PARTIAL STORMWATER WORK BROKEN INTO SUB-

PHASES PER PLUMBING PHASING PLAN. COORDINATE MOVEMENT OF

GOODS WITH VA.

PHASE 4: HVAC WORK. VA TO COORDINATE MOVEMENT OF

PHARMACEUTICALS WITHIN EACH SPACE AS NEEDED FOR DUCTWORK

ACCESS.

NOTE: SEE PLUMBING AND HVAC PHASING PLANS FOR ADDITIONAL DETAILS.

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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 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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

/2

/2

:2

:4

P

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

R

A tr ia x

H in e s E

P S

W a re h o u s e H

V A

C C o rr e c ti o n s /1

R

H

IN

E

S

E P

S

W A

R E

H O

U S

E

H V

A C

C

O R

R E

C T

IO

N

S .r v t

G-005

PHASING DIAGRAM EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

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

PHASE 1, 2 AND 3 DIAGRAMS

N

0 16' 32'8'1/16" = 1'-0"2

PHASE 4 DIAGRAM

SHEET KEYNOTES

LEGEND

EXISTING BUILDING - NOT IN SCOPE OF WORK

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY DASHED LINE INDICATES EXISTING ELEMENT TO BE

REMOVED IN ITS ENTIRETY

B

C

D

E

F

G

H

J

345678910111213

EXISTING

SPACE

C1005

EPS

ENCLOSURE

C1056

Room C1057

Room

C1058

MENS

C1059

WOMENS

C1089

Room

C1094

Room

C1095

Room

C1096

EPS

OFFICE

C1097

REFRIGERATION

UNIT

154B

OFFICE

154C

STORAGE

C1104

Room

2 2

1 1 13

LOCATION OF EXISTING BUILDING

EXPANSION JOINT

8'-0" BRANCH RUN.

8'-6" BRANCH RUN

80'-0" BRANCH RUN

73'-0" BRANCH RUN

45'-0" BRANCH RUN

34'-0" BRANCH RUN

35'-0" BRANCH RUN

45'-0" BRANCH RUN

185'-0" E-W MAIN RUN.

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. CONTRACTOR TO FIELD VERIFY ALL LENGHTS AND LOCATIONS OF EXISTING UNDERGROUND SW

DRAIN PIPES BEFORE START OF DEMOLITION WORK.

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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 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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

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AD101

PARTIAL FIRST FLOOR DEMOLITION

PLAN

EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

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

PARTIAL FIRST FLOOR DEMOLITION PLAN

N

1 SAWCUT PART OF EXISTING CONCRETE FLOOR (18" MINIMUM FOR MAIN AND 12" MINIMUM FOR

BRANCHES) AS INDICATED FOR REMOVAL AND REPLACEMENT OF STORMWATER DRAIN

PIPES. PROTECT AREA OF FLOOR ADJACENT TO DEMOLITION WORK. REFER TO PLUMBING

DRAWINGS FOR FURTHER INFORMATION.

2 DURING DEMOLITION, CAMERA INSPECT EXISTING BRANCH LINE TO ORIGINATION POINT.

PROVIDE REPORT AND VIDEO TO THE VA WITHIN 24 HOURS OF COMPLETION. DO NOT

REPLACE AND COVER NEW WORK UNTIL RESPONSE FROM VA FOR REPORT IS RECIEVED.

3 SAWCUT AROUND EXISTING EXPANSION JOINT TO PROTECT ITS INTEGRETITY AND IMMEDIATE

SLAB AREA . OFFSET LINE OF SAWCUT @24" OFF CENTER OF EXPANSION JOINT

4 REMOVE METAL MESH FENCE IN ITS ENTIRETY. PATCH AND REPAIR AREAS OF EXISTING

GYPSUM BOARD WALL WHERE IT MEETS THE FENCE. COORDINATE WITH VA COR REGARDING

SALVAGE OR DISPOSAL OF REMOVED FENCE.

5 REMOVE GYP. BD. CHASE HOUSING VERTICAL RUN OF SW DRAIN PIPE IN ITS ENTIRETY.

SHEET KEYNOTES

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY SOLID LINE INDICATES NEW ELEMENT

LEGEND

EXISTING BUILDING - NOT IN SCOPE OF WORK

B

C

D

E

F

G

H

345678910111213

1B

2 2

V.I.F

35' - 10"

C1005

EPS

ENCLOSURE

EXISTING

SPACE

154B

OFFICE

154C

STORAGE

C1096

EPS

OFFICE

C1059

WOMENS

C1058

MENS

C1110

EPS

SWING

SPACE

C1098

EXIST.

154D

EXIST.

A-601

A-601

41A

68' - 4"

C

LE

A R

W

ID

T H

'-0

M

IN

C

LOCATION OF EXISTING BUILDING

EXPANSION JOINT

C1111

EPS/ADJACENT

SPACE

C1112

CORRIDOR

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. REPAINT AREAS OF EXISTING AREAS WHICH ARE DISTURBED BY NEW WORK. MATCH PAINT COLORS.

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

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

AND COLUMN SURROUNDS, U.N.O.

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

SYSTEM MANUFACTURER'S WARRANTY REQUIREMENTS. PROTECT EXISTING ROOFING SYSTEM

DURING WORK.

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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 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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

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S .r v t

A-101

PARTIAL FIRST FLOOR PLAN EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

1 NEW TYPE 'X' GYPSUM BOARD PARTITION TO BOTTOM OF ROOF DECK. USE J-TRACKS AND

C-H STUDS FOR WALL INSTALLATION IN HARD TO GET TO AREAS BEHIND THE REFRIGERATOR

UNIT. SEE 3/A-601 FOR WALL PROTECTION ELEVATION.

2 INFILL, PATCH AND REPAIR CONCRETE FLOOR IN AREA INDICATED. SEE STRUCTURAL FOR

FURTHER INFORMATION.ENSURE SMOOTH TRANSITION BETWEEN EXISTING AND NEW.

3 PROTECT EXISTING SLAB AROUND LOCATION OF EXISTING EXPANSION JOINT DURING NEW

WORK.

N

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

PARTIAL FIRST FLOOR PLAN

A

BB

C

D

E

F

G

H

345678910111213

EXISTING ROOFING TO REMAIN. ROOFING WORK

LIMITED TO FLASHING AND PATCHING AT

PENETRATIONS THAT HAVE BEEN DISTURBED DUE

TO MECHANICAL WORK THAT MEETS

MANUFACTURER'S RECOMMENDATIONS FOR THE

ROOF TYPE. SEE MECHANICAL AND STRUCTURAL

DRAWINGS FOR MORE INFORMATION.

ROOF PLAN GENERAL NOTES

A. MECHANICAL, ELECTRICAL AND PLUMBING COOMPONENTS ARE SHOWN FOR REFERENCE ONLY AND

HAVE NO BEARING ON ACTUAL DESIGN OF HVAC SYSTEM. REFER TO MECHANICAL, ELECTRICAL AND

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

B. PROTECT EXISTING ROOF AREAS ADJACENT TO NEW WORK AS REQUIRED .

C. SCOPE OF WORK AT ROOF INCLUDES REPLACEMENT/ADDITION OF NEW RTUs, ALSO RELATED: ROOF

PENETRATIONS, RTU SUPPORTING ELEMENTS AND PATCHING OF ROOF MEMBRANE. REFER TO MEP

AND STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION.

D. NEW ROOFING PATCHES SHALL BE COMPATIBLE WITH EXIST. FLASHING, ADHESIVES AND

SUBSTRATES.

E. COORDINATE LOCATION AND SIZE OF ANY NEW ROOF PENETRATION DEMOLITION WORK WITH

STRUCTURAL AND MEP SHEETS.

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number:

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

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 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

TESSERE

1525 E. Douglas Wichita, KS 67211 Phone: (316) 265-9367 www.tessere.com

© 2024 TESSERE

ISSUED FOR BID

/2

/2

:2

:4

P

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

R

A tr ia x

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S .r v t

A-201

PARTIAL ROOF PLAN EPS WAREHOUSE HVAC

CORRECTIONS 100%

SUBMISSION

GL CMOP HINES IL

765-23-101

2/26/2025 FAB KA

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

PARTIAL ROOF PLAN

NEW RTUs. REFER TO MECHANICAL AND STRUCTURAL

SHEETS FOR ADDITIONAL INFORMATION.

1/2" MAX

1/2" MAX

MINERAL WOOL

INSULATION

MTL STUD PER WALL TYPE

METAL CONTROL JOINT, TYP. @

BOTH SIDES

ACOUSTICAL SEALANT, TYP. @

BOTH SIDES

4'

4"

4" WALL BASE.