B-34 General and Structural.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 PROJECT ENGINEER 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. EXISTING PARTITIONS RECEIVING NEW DOOR FRAMES THAT HAVE VINYL WALL COVERING (VWC) SHALL HAVE THE VWC COMPLETELY REMOVED AND

REPLACED WITH NEW VWC OF MATCHING TEXTURE AND COLOR.

7. PAINT ALL EXPOSED NEW AND EXISTING PIPING, CONDUIT, WIRE MOLD, ELECTRICAL PANELS, ACCESS PANELS, ETC., TO MATCH WALL FINISH UNLESS OTHERWISE NOTED.

8. 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.

9. 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 VA PROJECT ENGINEER.

10. 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.

11. 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.

12. 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.

13. 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.

14. 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.

15. 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.

16. THE CONTRACTOR'S RECORDED MEASUREMENTS MUST BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW AND ACCEPTANCE BEFORE ANY DEMOLITION OR OTHER RELATED WORK CAN PROCEED.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.

17. 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.

18. 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.

19. IF ASBESTOS INSULATION IS REMOVED ON THIS PROJECT ALL PIPING AND OTHER MECHANICAL ITEMS THAT HAD THE ASBESTOS INSULATION REMOVED MUST BE REINSULATED WITH MATERIALS ACCORDING TO THE

SPECIFICATIONS.

20. SEVERE NOISE PRODUCING WORK WILL NOT BE ALLOWED DURING NORMAL WORKING HOURS AND MUST BE SCHEDULED WITH THE VA PROJECT ENGINEER FOR OTHER TIMES. THIS INCLUDES JACKHAMMERING

CONCRETE, SAWCUTTING CONCRETE, REPETITIVE HAMMER DRILLING OF CONCRETE, ETC.

21. 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.

22. ALL CONTRACTOR’S PERSONNEL WHO PLAN TO WORK ON SITE MUST RECEIVE AN ID BADGE THROUGH THE VA’S PIV (PERSONAL IDENTITY VERIFICATION) PROGRAM. THIS REQUIRES HAVING FINGERPRINTS TAKEN AND A

BACKGROUND CHECK DONE BEFORE THE BADGE CAN BE ISSUED.

23. 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.

24. 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.

25. WHEN AN EXIT IS CLOSED BECAUSE OF THIS PROJECT THE CONTRACTOR MUST INSTALL BARRICADES AND SIGNAGE AT THE EXIT DOOR. THE CONTRACTOR MUST ALSO COVER OR REMOVE THE LIGHTED EXIT SIGN.

26. 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.

27. 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.

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

29. PANELBOARDS AND CIRCUIT BREAKERS SHALL HAVE THE FOLLOWING MINIMUM INTERRUPTING RATINGS:120/208 - 22,000 AMPERES SYMMETRICAL, 277/480 - 14,000 AMPERES SYMMETRICAL

30. 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.

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

NATIONAL ELECTRIC CODE

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

DURING DEMOLITION SHALL BE REMOVED.

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

THE GENERAL CONTRACTOR AND MECHANICAL CONTRACTOR.

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

SHUTDOWNS WILL BE SCHEDULED IN ADVANCE WITH THE VA

35. 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

36. 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. VA INTERIOR DESIGNER

AND COR SHALL IDENTIFY LOCATIONS FOR REINSTALLATION.

37. THE PROPERTY IS LISTED AS A NATIONAL HISTORIC LANDMARK AND LISTED IN THE NATIONAL REGISTER OF HISTORIC PLACES THROUGH THE MOUNTAIN HOME BRANCH CAMPUS. ALL REHABILITATION WORK SHALL MEET THE SECRETARY OF INTERIORS STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES FOR

REHABILITATION. HTTPS://WWW.NPS.GOV/TPS/STANDARDS/REHABILITATION.HTM

38. THE WORK IS TO UTILIZE THE PRESERVATION PRINCIPALS FOUND WITHIN THE NATIONAL PARK SERVICE'S

TECHNICAL PRESERVATION BRIEFS FOR REHABILITATION WHICH CAN BE FOUND AT:

HTTPS://WWW.NPS.GOV/TPS/HOW-TO-PRESERVE/BRIEFS.HTM

PROJECT SITE

NAME

ELEVATION

101A

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

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 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:

James H. Quillen VA Medical Center 53 Memorial Ave Bldg 34 Johnson City, Tennessee (Mountain Home) P: (423)926-1171 C: Aaron Prosak, Engineering Technician E: aaron.prosak@va.gov

ARCHITECT:

GLMV Architecture, Inc.

1525 E. Douglas Wichita, KS 67211 P: (316) 265-9367 F: (316) 265-5646 C: Fred Britain, AIA, Project Manager E: fred.britain@glmv.com

HISTORIC PRESERVATION ARCHITECT:

STRATA Architecture, Inc.

1701 Oak Street, Suite 100 Kansas City, MO 64108 P: (816) 474-0900 C: Trudy Faulkner E: trudy@strata-arch.com

MECHANICAL / ELECTRICAL / PLUMBING:

AME Consulting Engineers 705 E. Morehead St.

Charlotte, NC 28202

FIRE PROTECTION ENGINEER:

GHD Cons Services, Inc.

222 S. Church St. #400 Charlotte, NC 28202 P: (704) 342-4910 C: Charles Hahl E: eric.okurowski@ghd.com

INDUSTRIAL HYGIENIST

Terracon 72 Pointe Circle Greenville, SC 29615 P: (864) 292-2901 C: Jeffrey Gurrie, CIH E: jeff.gurrie@terracon.com

ARCHITECT / ENGINEEROWNER

CONSULTANTS

ARCHITECT OF RECORD:

Atriax, pllc 102 3rd Avenue NE Hickory, NC 28601 (PO Box 1629 Hickory, NC 28603) P: (828) 315-9962 C: Bob Sinclair E: bob.sinclair@atriaxgroup.com

P: (704) 295-4263 C: James Dinkler, PE E: jdinkler@ame-pc.com

Drawing Title

Approved: Associate Director

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

Medical Center Director: Date:

Associate Medical Center Director: Date:

Engineering M&O Foreman: Date:

Chief Engineering Service: Date:

Boiler Plant Foreman: Date:

Safety Manager: Date:

Industrial Hygenist: Date:

Infection Control Nurse: Date:

Energy Manager: Date:

Approved: Date:

Approved: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

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

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

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

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

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34-G-001

COVER SHEET Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 1 149

SHEET NUMBER SHEET NAME

34-PD-111 PLUMBING - FIRST FLOOR DEMOLITION PLAN - AREA A

34-PD-112 PLUMBING - FIRST FLOOR DEMOLITION PLAN - AREA B

34-PD-121 PLUMBING - SECOND FLOOR - ATTIC DEMOLITION PLAN - AREA A

34-PD-122 PLUMBING - SECOND FLOOR - ATTIC DEMOLITIONPLAN - AREA B

34-PL-101 PLUMBING - LOWER LEVEL WASTE & VENT PLAN - AREA A

34-PL-102 PLUMBING - LOWER LEVEL WASTE & VENT PLAN - AREA B

34-PL-111 PLUMBING - FIRST FLOOR WASTE & VENT PLAN - AREA A

34-PL-112 PLUMBING - FIRST FLOOR WASTE & VENT PLAN - AREA B

34-PL-121 PLUMBING - SECOND FLOOR - ATTIC WASTE & VENT PLAN - AREA A

34-PL-122 PLUMBING - SECOND FLOOR - ATTIC WASTE & VENT PLAN - AREA B

34-PL-131 PLUMBING - LOWER LEVEL WATER PLAN - AREA A

34-PL-132 PLUMBING - LOWER LEVEL WATER PLAN - AREA B

34-PL-141 PLUMBING - FIRST FLOOR WATER PLAN - AREA A

34-PL-142 PLUMBING - FIRST FLOOR WATER PLAN - AREA B

34-PL-151 PLUMBING - SECOND FLOOR - ATTIC WATER PLAN - AREA A

34-PL-152 PLUMBING - SECOND FLOOR - ATTIC WATER PLAN - AREA B

34-P-501 PLUMBING - RISERS

34-P-701 PLUMBING - DETAILS

MECHANICAL

34-M-001 MECHANICAL - GENERAL NOTES AND LEGENDS

34-MD-101 MECHANICAL - LOWER LEVEL - AREA A DUCTWORK PLAN - DEMOLITION

34-MD-111 MECHANICAL - FIRST FLOOR - AREA A DUCTWORK PLAN - DEMOLITION

34-MD-112 MECHANICAL - FIRST FLOOR - AREA B DUCTWORK PLAN - DEMOLITION

34-MD-121 MECHANICAL - ATTIC-SECOND FLOOR DUCTWORK PLANS - DEMOLITION

34-MD-201 MECHANICAL - LOWER LEVEL - AREA A PIPING PLAN - DEMOLITION

34-MD-202 MECHANICAL - LOWER LEVEL - AREA B PIPING PLAN - DEMOLITION

34-MD-211 MECHANICAL - FIRST FLOOR - AREA A PIPING PLAN - DEMOLITION

34-MD-212 MECHANICAL - FIRST FLOOR - AREA B PIPING PLAN - DEMOLITION

34-MD-221 MECHANICAL - ATTIC-SECOND FLOOR PIPING PLANS - DEMOLITION

34-MH-111 MECHANICAL - FIRST FLOOR - AREA A DUCTWORK PLAN

34-MH-121 MECHANICAL - ATTIC DUCTWORK PLAN

34-MP-101 MECHANICAL - LOWER LEVEL - AREA A PIPING PLAN

34-MP-102 MECHANICAL - LOWER LEVEL - AREA B PIPING PLAN

34-MP-111 MECHANICAL - FIRST FLOOR - AREA A PIPING PLAN

34-MP-112 MECHANICAL - FIRST FLOOR - AREA B PIPING PLAN

34-MP-121 MECHANICAL - ATTIC-SECOND FLOOR PIPING PLANS

34-MP-401 MECHANICAL - ENLARGED PIPING PLANS

34-M-601 MECHANICAL- SCHEDULES

34-M-602 MECHANICAL - PIPING DIAGRAM

34-M-603 MECHANICAL - PIPING DIAGRAM

34-M-701 MECHANICAL - DETAILS

34-M-702 MECHANICAL - DETAILS

34-M-703 MECHANICAL - CONTROLS

34-M-704 MECHANICAL - CONTROLS

34-M-705 MECHANICAL - CONTROLS

ELECTRICAL

34-E-001 ELECTRICAL - GENERAL NOTES AND LEGENDS

34-ED-101 ELECTRICAL - LOWER LEVEL DEMOLITION PLAN - AREA A

34-ED-102 ELECTRICAL - LOWER LEVEL DEMOLITION PLAN - AREA B

34-ED-111 ELECTRICAL - FIRST FLOOR DEMOLITION PLAN - AREA A

34-ED-112 ELECTRICAL - FIRST FLOOR DEMOLITION PLAN - AREA B

34-ED-121 ELECTRICAL - SECOND FLOOR - ATTIC DEMOLITION PLAN - AREA A

34-ED-122 ELECTRICAL - SECOND FLOOR - ATTIC DEMOLITION PLAN - AREA B

34-EL-101 ELECTRICAL - LOWER LEVEL LIGHTING PLAN - AREA A

34-EL-102 ELECTRICAL - LOWER LEVEL LIGHTING PLAN - AREA B

34-EL-111 ELECTRICAL - FIRST FLOOR LIGHTING PLAN - AREA A

34-EL-112 ELECTRICAL - FIRST FLOOR LIGHTING PLAN - AREA B

34-EL-121 ELECTRICAL - SECOND FLOOR - ATTIC LIGHTING PLAN - AREA A

34-EL-122 ELECTRICAL - SECOND FLOOR - ATTIC LIGHTING PLAN - AREA B

34-EP-101 ELECTRICAL - LOWER LEVEL POWER PLAN - AREA A

34-EP-102 ELECTRICAL - LOWER LEVEL POWER PLAN - AREA B

34-EP-111 ELECTRICAL - FIRST FLOOR POWER PLAN - AREA

34-EP-112 ELECTRICAL - FIRST FLOOR POWER PLAN - AREA B

34-EP-121 ELECTRICAL - SECOND FLOOR - ATTIC POWER PLAN - AREA A

34-EP-122 ELECTRICAL - SECOND FLOOR - ATTIC POWER PLAN - AREA B

34-ES-101 ELECTRICAL - LOWER LEVEL SECURITY PLAN - AREA A

34-ES-102 ELECTRICAL - LOWER LEVEL SECURITY PLAN - AREA B

34-ES-111 ELECTRICAL- SECURITY PLAN- AREA A

34-ES-112 ELECTRICAL- SECURITY PLAN- AREA B

34-ES-122 ELECTRICAL- SECURITY PLAN / ATTIC SECURITY PLAN - AREA B

34-E-501 ELECTRICAL - EXISTING POWER RISER DIAGRAM

34-E-502 ELECTRICAL - NEW POWER RISER DIAGRAM

34-E-601 ELECTRICAL- SCHEDULES

34-E-602 ELECTRICAL- PANEL SCHEDULES

34-E-603 ELECTRICAL- PANEL SCHEDULES

34-E-604 ELECTRICAL- PANEL SCHEDULES

34-E-605 ELECTRICAL- PANEL SCHEDULES

34-E-606 ELECTRICAL- PANEL SCHEDULES

34-E-701 ELECTRICAL - DETAILS

SHEET NUMBER SHEET NAME

GENERAL

34-G-001 COVER SHEET

34-G-002 CONCEPT LAYOUT

34-GI-001 CODE SUMMARY

34-GI-002 CODE FLOOR PLAN

34-GI-003 CODE FLOOR PLAN

34-GI-004 CODE FLOOR PLAN

STRUCTURAL

34-S-101 SLAB INFILL - LOWER LEVEL FLOOR AREA B

ARCHITECTURAL

34-AD-101 DEMOLITION PLANS - LOWER LEVEL & 1ST FLOOR PLANS OVERALL

34-AD-102 DEMOLITION PLANS - 2ND FLOOR & ROOF OVERALL

34-AD-103 DEMOLITION FLOOR PLAN - LOWER LEVEL FLOOR AREA A

34-AD-104 DEMOLITION FLOOR PLAN - LOWER LEVEL FLOOR AREA B

34-AD-105 DEMOLITION FLOOR PLAN - 1ST FLOOR AREA A

34-AD-106 DEMOLITION FLOOR PLAN - 1ST FLOOR AREA B

34-A-101 IMPROVEMENT PLANS - LOWER LEVEL & 1ST FLOOR OVERALL

34-A-102 IMPROVEMENT PLANS - 2ND FLOOR & ROOF PLAN OVERALL

34-A-103 IMPROVEMENT PLAN - LOWER LEVEL FLOOR AREA A

34-A-104 IMPROVEMENT PLAN - LOWER LEVEL FLOOR AREA B

34-A-105 IMPROVEMENT PLAN - 1ST FLOOR AREA A

34-A-106 IMPROVEMENT PLAN - 1ST FLOOR AREA B

34-A-111 RCP IMPROVEMENT LOWER LEVEL & 1ST FLOOR OVERALL

34-A-112 RCP IMPROVEMENT 1ST & 2ND LEVEL

34-A-201 EXTERIOR ELEVATIONS - IMPROVEMENT

34-A-202 EXTERIOR ELEVATIONS - IMPROVEMENT

34-A-301 BUILDING SECTIONS

34-A-302 BUILDING SECTIONS

34-A-601 DOOR DETAILS & SCHEDULE

34-A-602 ROOF DETAILS

ABATEMENT

34-AR-1 ABESTOS ABATEMENT PLAN

34-AR-2 ABESTOS ABATEMENT PLAN

34-AR-3 ABESTOS ABATEMENT PLAN

FIRE PROTECTION

34-FA-001 FIRE ALARM- REFERENCE SHEET

34-FA-101 FIRE ALARM - BASEMENT & 1ST FLOOR NEW PLAN OVERALL

34-FA-102 FIRE ALARM - 2ND FLOOR & BELL TOWER NEW PLAN OVERALL

34-FA-103 FIRE ALARM - BASEMENT FLOOR NEW WORK- AREA A

34-FA-104 FIRE ALARM- BASEMENT FLOOR NEW WORK- AREA B

34-FA-105 FIRE ALARM- 1ST FLOOR NEW WORK- AREA A

34-FA-106 FIRE ALARM- 1ST FLOOR NEW WORK- AREA B

34-FA-107 FIRE ALARM- 2ND FLOOR NEW WORK- AREA A

34-FA-108 FIRE ALARM- 2ND FLOOR NEW WORK- AREA B

34-FA-501 FIRE ALARM - DETAIL SHEET

34-FA-601 FIRE ALARM- RISER DIAGRAM & MATRIX

34-FJ-101 FIRE ALARM- BASEMENT & 1ST FLOOR OVERALL DEMOLITION PANS

34-FJ-102 FIRE ALARM- 2ND FLOOR OVERALL PLANS

34-FJ-103 FIRE ALARM- BASEMENT FLOOR DEMOLITION- AREA A

34-FJ-104 FIRE ALARM- BASEMENT FLOOR DEMOLITION- AREA B

34-FJ-105 FIRE ALARM- 1ST FLOOR DEMOLITION- AREA A

34-FJ-106 FIRE ALARM- 1ST FLOOR DEMOLITION- AREA B

34-FJ-107 FIRE ALARM- 2ND FLOOR DEMOLITION- AREA A

34-FJ-108 FIRE ALARM- 2ND FLOOR DEMOLITION- AREA B

34-FK-101 SPRINKLER - BASEMENT & 1ST FLOOR DEMOLITION PLANS OVERALL

34-FK-102 SPRINKLER - 2ND FLOOR MECH. MEZZANINE, AND BELL TOWER DEMO PLAN- OVERALL

34-FK-103 SPRINKLER- BASEMENT FLOOR DEMOLITION- AREA A

34-FK-104 SPRINKLER- BASEMENT FLOOR DEMOLITION- AREA B

34-FK-105 SPRINKLER- 1ST FLOOR DEMOLITION- AREA A

34-FK-106 SPRINKLER- 1ST FLOOR DEMOLITION- AREA B

34-FK-107 SPRINKLER- 2ND FLOOR DEMOLITION- AREA A

34-FK-108 SPRINKLER- 2ND FLOOR AND BELL TOWER DEMOLITION- AREA B

34-FX-001 SPRINKLER- REFERENCE SHEET

34-FX-101 SPRINKLER- BASEMENT & 1ST FLOOR NEW PLAN OVERALL

34-FX-102 SPRINKLER- 2ND FLOOR & BELL TOWER NEW PLAN OVERALL

34-FX-103 SPRINKLER- LOWER LEVEL FLOOR NEW WORK- AREA A

34-FX-104 SPRINKLER- LOWER LEVEL FLOOR NEW WORK- AREA B

34-FX-105 SPRINKLER- 1ST FLOOR NEW WORK- AREA A

34-FX-106 SPRINKLER- 1ST FLOOR NEW WORK- AREA B

34-FX-107 SPRINKLER- 2ND FLOOR NEW WORK- AREA A

34-FX-108 SPRINKLER- 2ND FLOOR NEW WORK- AREA B

34-FX-501 SPRINKLER - DETAIL SHEET

34-FX-502 SPRINKLER - DETAIL SHEET

34-FX-601 SPRINKLER - RISER DIAGRAM & SCHEDULES

PLUMBING

34-P-001 PLUMBING - GENERAL NOTES, SCHEDULES AND LEGENDS

34-PD-101 PLUMBING - LOWER LEVEL DEMOLITION PLAN - AREA A

34-PD-102 PLUMBING - LOWER LEVEL DEMOLITION PLAN - AREA B

ARCHITECTURAL LEGEND MISC. ARCHITECTURAL SYMBOLS SHEET INDEX

SITE LOCATION

DEPARTMENT OF VETERANS AFFAIRS

GENERAL NOTES

ARCHITECTURAL ABBREVIATIONS

JAMES H. QUILLEN VA MEDICAL CENTER - JOHNSON CITY, TENNESSEE (MOUNTAIN HOME)

PROJECT NO. 621-18-102

RENOVATE BLDG. 34 TO CORRECT FCA DEFICIENCIES

DIRECTORY

Revisions: Date:

07/24/2020

Drawing Title

Approved: Associate Director

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: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

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

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

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

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

/2

/2

:5

:5

A

M B

IM

/1

.1

M tn

H o m e V

A

B ld g

R e n o v

-9

.1

.A rc h

-M tn

H o m e .r v t

34-G-002

CONCEPT LAYOUT Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 2 149

Revisions: Date:

DN

UP

UP

UP

F E

FE

FE

F E

F E

FE

UP

F E

UP

UP

FD

F E

FE

F E

F E

F E

91 SF

TOILET, MALE

88 SF

TOILET, FEMALE

HVAC

MAINTENANCE UNIT B

STORAGE

HVAC STORAGE

ELECTRICAL ROOM

MAINTENANCE UNIT B

HVAC

MEN'S

WOMEN'S

OFFICE

CORRIDOR

BREAK ROOM

MEN'S TOILET

STORAGE

STORAGE

TRANS VAULT

CORRIDOR

CORRIDOR

PLUMBING STORAGE

ELEV EQUIP

MECH REF

STORAGE

STORAGE

FREEZER

WAITING RM

STORAGE

STORAGE

FREEZER

FREEZER

REFR

FREEZER

REFR

FREEZER

MASON SHOP

CORRIDOR

CORRIDOR

OFFICE

EQUIP REPAIR

ELEV

ELEV EQUIP.

CORRIDOR

CORRIDOR

UNEXCAVATEDUNEXCAVATED

214 SF

OFFICE

6150 SF

INTERIOR DESIGN

STORAGE

ELEV EQUIP

CORRIDOR

BREAK RM

OFFICE

TOILET

103 B

MAINTENANCE UNIT C

489 SF

STAFF LOUNGE / BREAK

CLOSET

CLOSET

492 SF

CONFERENCE, 20-PERSON

2771 SF

OPEN OFFICE

WELDING

REF

ENTRY

CORRIDOR

STOR

STOR

CARP STOR

SHEET METAL SHOP

CARPENTER SHOP

STORAGE

STAIR 3

STORAGE

8239 SF

OPEN OFFICE, CALL

CENTER

CORRIDOR

COMM CLOSET

RESTROOM

102b

CONSULT ROOM

CLOSET

103b

CONSULT ROOM

CORRIDOR

CORRIDOR

CORRIDOR

ELEV

FOYER

CORRIDOR

100 SF

OFFICE, SUPERVISOR,

COMMUNITY CARE

100 SF

OFFICE, SUPERVISOR,

COMMUNITY CARE

100 SF

OFFICE, SUPERVISOR,

COMMUNITY CARE

100 SF

OFFICE, SUPERVISOR,

COMMUNITY CARE

150 SF

OFFICE, SUPERVISOR,

COMMUNITY CARE

100 SF

OFFICE, SUPERVISOR,

COMMUNITY CARE

100 SF

OFFICE, SUPERVISOR,

COMMUNITY CARE

CORRIDOR

238 SF

RECEPTION

410 SF

TOILET, MALE

367 SF

TOILET, FEMALE

73 SF

HAC CLOSET

HALL

120 SF

WAITING

302 SF

VESTIBULE

LOBBY

60 SF

SECRETARY

87 SF

RECEPTIONIST /

SECRETARY

93 SF

OFFICE, CALL CENTER

CORRIDOR

W O

R K

/P R

IN

T

E R

W O

R K

/P R

IN

T

E R

W O

R K

/P R

IN

T

E R

HATCH LEGEND

AREA OF WORK NOT REFERENCED ON THIS SHEET

AREA NOT IN SCOPE OF WORK

EXISTING WALL / PARTITION TO REMAIN

NEW WALL / PARTITION CONSTRUCTION

LINETYPE LEGEND

LIGHT THIN LINE INDICATES EXISTING ELEMENT TO REMAIN

HEAVY SOLID LINE INDICATES NEW ELEMENT

PLAN NORTH

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

LOWER LEVEL IMPROVEMENT PLAN - OVERALL

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

FIRST FLOOR IMPROVEMENT PLAN - OVERALL

PLAN NORTH

**FOR REFERENCE ONLY**

UPDN

UP

690 SF

ROOM

R

CODE ANALYSIS

FIRE AND SMOKE PROTECTION:

FIRE BARRIERS FIRE-RESISTANCE RATING (hr) NFPA

SPECIAL HAZARD PROTECTION

1-HR AND/OR AUTOMATIC SPRINKLER SYSTEM 39.3.2

FULLY SPRINKLED 40.3.2

FULLY SPRINKLED 42.3.2

SMOKE BARRIERS FIRE-RESISTANCE RATING (hr) NFPA SMOKE COMPARTMENT NOT REQUIRED Sect 8.5 SUBDIVISION OF BUILDING SPACE NOT REQUIRED Sect 39.3.7

(SMOKE COMPARTMENT)

SMOKE PARTITIONS FIRE-RESISTANCE RATING (hr) NFPA

PROTECTION FROM HAZARDS NOT REQUIRED 39.3.2.1.2

40.3.2.1.2 42.3.2.1.2

PENETRATIONS NFPA

THROUGH FIRE-RESISTANCE RATED WALLS Sect 8.3.5.1

OPENING PROTECTIVES FIRE-RESISTANCE RATING (hr) NFPA MIN FIRE DOOR & FIRE SHUTTER FIRE BARRIERS (1HR) = 3/4 hr ASSEMBLY RATING SMOKE BARRIERS = 1/3 hr

FIRE DOOR ASSEMBLIES FIRE BARRIERS (1HR) = 3/4 hr SMOKE BARRIERS = 1/3 hr Table 8.3.4.2 SMOKE PARTITIONS = 1/3 hr Table 8.3.4.2

FIRE WINDOW ASSEMBLY FIRE BARRIERS (1HR) = 3/4 hr Table 8.3.4.2 SMOKE BARRIERS = 3/4 hr Table 8.3.4.2 SMOKE PARTITIONS = 1/3 hr Table 8.3.4.2

DOOR VISION PANEL MAX SIZE FIRE BARRIERS (1HR) = MAX. SIZE Table 8.3.4.2

TESTED

SMOKE BARRIERS = MAX. SIZE Table 8.3.4.2

TESTED

SMOKE PARTITIONS = MAX. SIZE Table 8.3.4.2

TESTED

MIN SIDELIGHT/TRANSOM FIRE BARRIERS (1HR) = 3/4 hr ASSEMBLY RATING SMOKE BARRIERS = 3/4 hr / Table 8.3.4.2

SMOKE PARTITIONS = 1/3 hr / Table 8.3.4.2

FIRE DAMPER RATING NFPA

LESS THAN 3-HOUR FIRE 1.5 HOURS

RESISTANCE RATED ASSEMBLY

SMOKE CONTROL / 9.3.1

THERMAL AND SOUND INSULATING MATERIALS NFPA

CONCEALED INSULATION FLAME SPREAD INDEX < 75 5000-Sect 8.16.2

SMOKE DEVELOPED < 450

INTERIOR FINISHES:

INTERIOR WALL AND CEILING FINISH REQUIREMENTS

GROUP CONDITION CLASS NFPA 10.2.3.3

GROUP 'B', 'F-1', 'S-1' EXIT ENCLOSURE AND EXIT C

(SPRINKLERED) PASSAGEWAYS

CORRIDORS C

ROOMS/ENCLOSED SPACES C

FIRE PROTECTION SYSTEMS:

AUTOMATIC SPRINKLER SYSTEMS NFPA 13

BUILDING IS FULLY SPRINKLERED

AN AUTOMATIC FIRE EXTINGUISHER SYSTEM IS PROVIDED

THROUGHOUT THE BUILDING. WATER FLOW TAMPER SWITCHES

PROVIDE FOR DETECTION OF SPRINKLER ACTIVATION LINKED

TO THE FIRE ALARM SYSTEMS.

PORTABLE FIRE EXTINGUISHERS NFPA

CLASS 'A' FIRE CLASSIFICATION Sect 9.7.4.1

10-5.2.1

'LIGHT' HAZARD OCCUPANCY 10-5.4.1.1

EXTINGUISHER RATING:

MINIMUM RATING: 2A NFPA10-Table 6.2.1.1

MAX. FLOOR AREA / UNIT OF 'A': 3000 SF

MAX. FLOOR AREA / EXTINGUISHER: 11,250 SF

MAX. TRAVEL DISTANCE TO EXITING.: 75 FEET

PROVIDED: 2A-10B:C, 5 LBS.

FIRE ALARM AND DETECTION SYSTEMS NFPA

FIRE ALARM SYSTEM: SUPERVISED INTELLIGENT ADDRESSABLE Sect 9.6

FIRE ALARM SYSTEM IS INSTALLED

THOUGHOUT THE BUILDING. MANUAL FIRE

ALARM BOXES ARE NOT REQUIRED IN

SPRINKLERED BUILDING.

SMOKE DETECTION: SYSTEM SMOKE DETECTION IS INSTALLED

THROUGHOUT THE BUILDING PER REQUIREMENTS

OF NFPA 72.

EXIT SIGNS: EXIT SIGNS INSTALLED THROUGHOUT THE BUILDING

ON EMERGENCY GENERATOR.

EMERGENCY LIGHTS: EMERGENCY LIGHTS INSTALLED THROUGHOUT THE BUILDING

ON EMERGENCY GENERATOR.

MEANS OF EGRESS:

OCCUPANT LOAD NFPA

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE OCCUPANT LOAD FACTOR Table 7.3.1.2

STORAGE/MECH 300 SF GROSS

BUSINESS 100 SF GROSS

INDUSTRIAL 100 SF GROSS

LEVEL OCCUPANT LOAD

BASEMENT 119

1ST FLOOR 269

2ND FLOOR 10

TOTAL OCCUPANT LOAD = 398 OCCUPANTS

EGRESS WIDTH NFPA

TOTAL EGRESS WIDTH REQUIRED: Table 7.3.3.1

391 OCC. x 0.2 WIDTH FACTOR (All Others, Sprinklered)= 80" of WIDTH

EXIT ACCESS NFPA

COMMON PATH OF EGRESS TRAVEL: MAX. ALLOWED = 100 ft Sec 39.2.5.3

(EXISTING BUSINESS, SPRINKLERED)

MAX. ALLOWED = 100 ft Sec 40.2.5

(INDUSTRIAL)

MAX. ALLOWED = 100 ft Sec 42.2.6

(STORAGE)

ACTUAL COMMON PATH DISTANCE (Worst Case) = 54 ft 1 in

NUMBER OF EXITS MIN NO. OF EXITS (PER STORY) NFPA

1-500 OCUPANT LOAD 2 Sec 7.4.1.1

EXIT ACCESS TRAVEL DISTANCE NFPA

MAX. ALLOWED: 300 ft Sec 39.2.6.3

(EXISTING BUSINESS, SPRINKLERED)

MAX. ALLOWED: 250 ft Sec 40.2.6.1

(INDUSTRIAL)

MAX. ALLOWED: 250 ft Sec 42.2.6

(STORAGE)

ACTUAL EXIT ACCESS TRAVEL DISTANCE (Worst Case) = 136 ft 10 in

MINIMUM CORRIDOR WIDTH: 44" Sec 39.2.3.2

ACTUAL CORRIDOR WIDTH PROVIDED (Worst Case) = 60"

DEADENDS: 50 ft /Sec 39.2.5.2

(EXISTING BUSINESS, SPRINKLERED)

ACTUAL DEADEND LENGTH (Worst Case) = 16'-5"

EXIT DISCHARGE

REFER TO CODE FLOOR PLAN AND CODE SITE PLAN

CODE ANALYSIS

SUMMARY OF GOVERNING REGULATIONS:

JURISDICTION LOCAL STATE

AUTHORITY HAVING JURISDICTION: JAMES H. QUILLEN JAMES H. QUILLEN

ZONING JURISDICTION: JAMES H. QUILLEN JAMES H. QUILLEN

CODE TITLE EDITION

USE AND OCCUPANCY:

USE GROUP OCCUPANCY CLASSIFICATION NFPA

BUSINESS EXISTING BUSINESS OCCUPANCIES NFPA CH. 39

INDUSTRIAL INDUSTRIAL OCCUPANCIES NFPA CH. 40

STORAGE STORAGE OCCUPANCIES NFPA CH. 42

GENERAL BUILDING HEIGHTS AND AREAS:

BUILDING HEIGHT ALLOWABLE ACTUAL NFPA

TYPE V (000)

BUSINESS 60 FT, 3 STORY 5000-TABLE 7.4.1

STORAGE

(ORDINARY HAZARD) 60 FT, 2 STORY 5000-TABLE 7.4.1

INDUSTRIAL

(ORDINARY HAZARD) 60 FT, 2 STORY 5000-TABLE 7.4.1

BUILDING AREA ALLOWABLE(SF) ACTUAL(SF) NFPA

TYPE V (000)

BUSINESS 9,000 SF 5000-TABLE 7.4.1

STORAGE

(ORDINARY HAZARD) 9,000 SF 5000-TABLE 7.4.1

INDUSTRIAL

(ORDINARY HAZARD) 8,500 SF 26,425 SF < 31,875 SF 5000-TABLE 7.4.1

BASEMENT AREA TOTAL NOT REQUIRED (24,494 SF)

BUILDING AREA MODIFICATIONS NFPA

Aa = A1[1+(1f/100)+(1s/100)] Sect. 7.6.2 Aa = 8,500[1+(1f/100)+(1s/100)] Aa = 25,500 + 6,375 Aa = 31,875 SF lf = {100[(Ft/P)-0.25]Ww}/30 Sect. 7.6.2.1 lf = [1154’/1154’] – 0.25]30/30 lf = [1 – 0.25]30/30 lf = [.75]30/30 lf = 75%

INCIDENTAL USES (IBC 509) SEPARATION/PROTECTION

PAINT SHOPS, NOT CLASSIFED AS GROUP H, 2 HOURS; OR 1 HOUR AND

LOCATED IN OCCUPANCIES OTHER THAN PROVIDE AUTOMATIC

GROUP F. SPRINKLER SYSTEM.

FURNACE ROOM OVER 400,000 BTU. 1 HOUR OR PROVIDE

AUTOMATIC SPRINKLER SYSTEM.

TYPE OF CONSTRUCTION:

CONSTRUCTION CLASSIFICATON NFPA

TYPE V (000) PER NFPA 220 Sect 4.1.1

PER NFPA 5000 Table 7.2.1.1

FIRE-RESISTANCE RATING(hr) NFPA BUILDING ELEMENT TYPE V (000) Table 7.2.1.1

PRIMARY STURCTURAL FRAME 0

BEARING WALLS

EXTERIOR 0

INTERIOR 0

NONBEARING WALLS & PARTITIONS

EXTERIOR 0

NONBEARING WALLS & PARTITIONS

INTERIOR 0

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY MEMBERS 0

ROOF CONSTRUCTION AND

TENNESSEE BUILDING CODE 2012

TENNESSEE ENERGY CONSERVATION CODE 2012

TENNESSEE MECHANICAL CODE 2012

TENNESSEE PLUMBING CODE 2012

AMERICAN DISABILITIES ACT (ADA)

ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE

DEPARTMENT OF VETERANS AFFAIRS STANDARDS

FIRE PROTECTION DESIGN MANUAL (FPDM) –

SEVENTH EDITION, DECEMBER 2015

IESNA LIGHTING STANDARDS

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS

NFPA 1, FIRE CODE 2018

NFPA 101, LIFE SAFETY CODE (LSC) 2018

NFPA 110, EMERGENCY AND STANDBY POWER SYSTEMS

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2019

NFPA 70, NATIONAL ELECTRIC CODE 2017

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE 2019

NFPA 780, LIGHTNING PROTECTION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND

VENTILATING SYSTEMS 2018

TIA – TELECOMMUNICATIONS INDUSTRY ASSOCIATION

UL- UNDERWRITERS LABORATORIES

VA DESIGN MANUALS

(AVAILABLE FROM THE VA TECHNICAL INFORMATION LIBRARY (TIL)

VA HVAC DESIGN MANUAL

VA PLUMBING DESIGN MANUAL

VA SUSTAINABLE DESIGN MANUAL

THE DOCUMENTS AND SPECIFICATIONS HAVE ASSUMED THIS BUILDING IS NOT

OCCUPIED ONCE CONSTRUCTION IS COMPLETED. CODE NOTES REFERENCED HAVE

ASSUMED OCUUPANCIES BASED ON SHEET 34-G-002.

Drawing Title

Approved: Associate Director

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: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

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

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

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

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

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34-GI-001

CODE SUMMARY Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 3 149

0 20' 40'10'1" = 60'-0"A

SITE CODE PLAN

PLAN NORTH

UP

UP

UP

UP

1920SF

STORAGE / MECH

300/OCC

3109SF

STORAGE / MECH

300/OCC

239SF

BUSINESS

100/OCC

BUILDING AREA AREA (SF) OCC CLASSIFICATION

BUILDING AREAS

TYPE 'B'

TYPE 'F-1'

TYPE 'S-1'

FS

FS

FS

F A

C P

1727SF

STORAGE / MECH

300/OCC

2935SF

STORAGE / MECH

300/OCC

1461SF

BUSINESS

100/OCC

3081SF

STORAGE / MECH

300/OCC

6806SF

STORAGE / MECH

300/OCC

1371SF

INDUSTRIAL

100/OCC

1846SF

INDUSTRIAL

100/OCC

T O

T A

L E

X

IT

A C

C E

S S

T R

A V

E L

D

IS

T A

N C

E

'-1 0"

M A

X E

X

IT

A C

C E

S S

T R

A V

E L

D

IS

T A

N C

E

'-0

COMMON PATH OF EGRESS

STORAGE = 46'-4"

MAX ALLOWED = 100'-0"

BUSINESS

INDUSTRIAL

STORAGE / MECH

MAX EXIT TRAVEL

DISTANCE = 114'-5"

MAX EXIT TRAVEL

DISTANCE = 64'-4"

MAX EXIT TRAVEL

DISTANCE = 86'-10"

MAX EXIT TRAVEL

DISTANCE = 84'-4"

MAX EXIT TRAVEL

DISTANCE = 87'-11"

CODE PLAN LEGEND

FIRE AND SMOKE PROTECTION FEATURES:

1-HOUR FIRE RESISTIVE RATING

(IBC SECTION 707)

FIRE PROTECTION SYSTEMS:

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER RATING 2-A

FIRE DOOR ASSEMBLY RATINGFR

MEANS OF EGRESS:

FACP

FS

FIRE ALARM STATION,

MANUAL PULL

FIRE ALARM CONTROL PANEL

FAA FIRE ALARM ANNUNCIATOR PANEL

EXIT SIGN,

CEILING MOUNTED

WITH DIRECTIONAL ARROW

FEC

SD

SMOKE DAMPER

FD

FIRE DAMPER

K

FIRE DEPARTMENT KEY BOX

FIRE DEPARTMENT CONNECTION

TWO-WAY SIAMESE

FSCP

FIRE SUPPRESSION

CONTROL PANEL

EXIT SIGN,

WALL MOUNTED

2-HOUR FIRE RESISTIVE RATING

(IBC SECTION 707)

NAME

AreaSF

Occupant Load Factor/OCC

No. of Occupants

MEANS OF EGRESS SIZING

COMMON PATH OF EGRESS TRAVEL

AND/OR EXIT ACCESS TRAVEL DISTANCE

CLEAR EXIT WIDTH PROVIDED

CAPACITY FACTOR per IBC SECT. 1005.3.2

REQUIRED EXIT CAPACITY

OCCUPANT LOAD AT EXIT

1005.3 Occupant load served REQUIRED EXIT WITH OCCUPANT LOAD

Clear Width

1005.3 Required capacity based on occupant load"

1005.3.2 Other egress components

1005.3 Occupant load served

OCCUPANT LOAD TYPE

AREA - 'GROSS OR 'NET' per IBC ch. 2 OCCUPANT LOAD FACTOR per TABLE 1004.5

NUMBER OF OCCUPANTS = AREA/OLF

Drawing Title

Approved: Associate Director

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: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

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

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

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

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

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34-GI-002

CODE FLOOR PLAN Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 4 149

19577 SF

3218 SF

1700 SF

0 10' 20'5'3/32" = 1'-0"A

LOWER LEVEL CODE PLAN LOWER LEVEL SF (GROSS) = 24,494 SF

LOWER LEVEL OCCUPANTS = 119 OCCUPANTS

PLAN NORTH

DN

DN

DN

DN

DN

DN

DN

FD

DN

DN

DN UP

UP

FACP

9844SF

BUSINESS

100/OCC

2291SF

INDUSTRIAL

100/OCC

2292SF

INDUSTRIAL

100/OCC

FEC

FS

FS

FS

FECFS

FS

FS

FSFS

FS

FEC

FEC

FEC

3076SF

BUSINESS

100/OCC

1801SF

BUSINESS

100/OCC

515SF

INDUSTRIAL

100/OCC

5"

42"

0.2

1649SF

INDUSTRIAL

100/OCC

1"

42"

0.2

5"

72"

0.2

5"

72"

0.2

5"

72"

0.2

448SF

INDUSTRIAL

100/OCC

10 OCC FROM ABOVE

1793SF

BUSINESS

100/OCC

2716SF

BUSINESS

100/OCC

TOTAL EXIT ACCESS TRAVEL DISTANCE = 112'-8"

MAX EXIT ACCESS TRAVEL DISTANCE = 250'-0"

COMMON PATH OF EGRESS

STORAGE = 47'-0"

MAX ALLOWED = 100'-0"

BUILDING AREA AREA (SF) OCC CLASSIFICATION

BUILDING AREAS

TYPE 'B'

TYPE 'F-1'

BUSINESS

INDUSTRIAL

MAX EXIT TRAVEL

DISTANCE = 107'-4"

MAX EXIT TRAVEL

DISTANCE = 80'-5"

MAX EXIT TRAVEL

DISTANCE = 126'-4"

MAX EXIT TRAVEL

DISTANCE = 29'-7"

MAX EXIT TRAVEL

DISTANCE = 37'-9"

MAX EXIT TRAVEL

DISTANCE = 66'-6"

CODE PLAN LEGEND

FIRE AND SMOKE PROTECTION FEATURES:

1-HOUR FIRE RESISTIVE RATING

(IBC SECTION 707)

FIRE PROTECTION SYSTEMS:

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER RATING 2-A

FIRE DOOR ASSEMBLY RATINGFR

MEANS OF EGRESS:

FACP

FS

FIRE ALARM STATION,

MANUAL PULL

FIRE ALARM CONTROL PANEL

FAA FIRE ALARM ANNUNCIATOR PANEL

EXIT SIGN,

CEILING MOUNTED

WITH DIRECTIONAL ARROW

FEC

SD

SMOKE DAMPER

FD

FIRE DAMPER

K

FIRE DEPARTMENT KEY BOX

FIRE DEPARTMENT CONNECTION

TWO-WAY SIAMESE

FSCP

FIRE SUPPRESSION

CONTROL PANEL

EXIT SIGN,

WALL MOUNTED

2-HOUR FIRE RESISTIVE RATING

(IBC SECTION 707)

NAME

AreaSF

Occupant Load Factor/OCC

No. of Occupants

MEANS OF EGRESS SIZING

COMMON PATH OF EGRESS TRAVEL

AND/OR EXIT ACCESS TRAVEL DISTANCE

CLEAR EXIT WIDTH PROVIDED

CAPACITY FACTOR per IBC SECT. 1005.3.2

REQUIRED EXIT CAPACITY

OCCUPANT LOAD AT EXIT

1005.3 Occupant load served REQUIRED EXIT WITH OCCUPANT LOAD

Clear Width

1005.3 Required capacity based on occupant load"

1005.3.2 Other egress components

1005.3 Occupant load served

OCCUPANT LOAD TYPE

AREA - 'GROSS OR 'NET' per IBC ch. 2 OCCUPANT LOAD FACTOR per TABLE 1004.5

NUMBER OF OCCUPANTS = AREA/OLF

Drawing Title

Approved: Associate Director

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: Chief of Staff

Approved: Infection Control

Approved: Chief Engineer

Approved: Safety Officer

Approved: Chief, Police & Security

GHD Cons Services, Inc.

Fire Protection Engineer 222 S. Church St. #400, Charlotte, NC 28202

Phone: 704-342-4910 www.ghd.com

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

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

AME Consulting Engineers MEP Engineers 705 E. Morehead St., Charlotte, NC 28202

Phone: 704-295-4263 www.ame-pc.com

STRATA Architecture, Inc.

Historic Preservation Architect 1701 Oak Street, Suite 100, Kansas City, MO 64108

Phone: 816-474-0900 www.strata-arch.com

Atriax, pllc 102 3rd Avenue NE, Hickory, NC 28601 PO Box 1629, Hickory, NC 28603

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

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34-GI-003

CODE FLOOR PLAN Renovate Building 34 to Correct FCA Deficiencies

James H. Quillen VAMC Mountain Home, TN

621-18-102

07/24/2020 FAB JSR 5 149

0 10'…