598-19-101 CD Submission Drawings.pdf

PROJECT NUMBER: 598-19-101

PROJECT SUMMARY

THE PROJECT INVOLVES THE REPLACEMENT OF CHILLER EQUIPMENT AT JOHN

L. MCCLELLAN MEMORIAL VETERANS HOSPITAL, LITTLE ROCK, AR.

PROJECT DESCRIPTION

THE PROJECT SCOPE INCLUDES REPLACEMENT OF ONE CHILLER; CONDENSOR

AND CHILLED WATER PUMPS; CONDENSOR AND CHILLED WATER PIPING; AN

OPENING IN AN EXTERIOR WALL OF THE MECHANICAL ROOM WILL BE CREATED

TO ACCOMMODATE NEW PIPEWORK ROUTING.

CONSTRUCTION TYPE: TYPE I-A (NON-COMBUSTIBLE MATERIALS)

OCCUPANCY TYPE: I-2 - INSTITUTIONAL, HOSPITAL

BUILDING SUMMARY

PRIMARY OCCUPANCY: HEALTHCARE

CLASSIFICATION: HEALTHCARE

FUNCTION: AMBULATORY HEALTHCARE

MAIN USE: HEALTHCARE

SECONDARY USE: N/A

GROSS AREA OF WORK: 7,070 SQFT (ENERGY PLANT & SWITCHGEAR ROOM)

PROJECT INFORMATION

N

N

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

NOT TO SCALE

CAMPUS MAP

NOT TO SCALE

VICINITY MAP

Revisions:

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co rd el l.r vt

COVER SHEET CONSTRUCTION

DOCUMENTS

UPGRADE CHILLER PLANT @ JLM -

PROJECT 1

2020.12.30 SMc TSS

GI001

JDA PROJECT #: 2018.001

UPGRADE CHILLER PLANT

@ JLM - PROJECT 1

PROJECT No: 598-19-101

JOHN L. McCLELLAN MEMORIAL VETERANS HOSPITAL

4300 WEST 7TH STREET

LITTLE ROCK, AR 72205

CONSTRUCTION DOCUMENTS

JLM

598-19-101

VAMC LITTLE ROCK

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

FIRE PERTECTION

FP&C CONSULTANTS KC, LLC

1330 Burlington Street, Ste. 200 North Kansas City, MO 64116

MAINTENANCE OF EMERGENCY EXITS AND COMMUNICATION DURING

CONSTRUCTION:

CONTRACTORS AND STAFF SHALL COMPLY WITH NFPA 241 “STANDARD FOR

SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS”

2019 EDITION. CONTRACTORS SHALL COORDINATE PROPOSED CONSTRUCTION

ACTIVITIES REGULARLY AND IN ADVANCE OF ANY CHANGES THAT MAY IMPACT

OCCUPANT EGRESS, TRAVEL PATHS, EMERGENCY ACCESS, OR OTHER DAILY

BUSINESS OPERATIONS. PROPOSED ACTIVITIES SHALL BE COMMUNICATED TO

STAFF AT LEAST ONE WEEK IN ADVANCE. STAFF SHALL COMMUNICATE WITH ALL

DEPARTEMENTS OF THE PROPOSED ACTIVITIES. EMERGENCY ACTION PLANS

SHALL BE EVALUATED AND ADAPTED AS NECESSARY TO ACCOUNT FOR CLOSED

EXIT PATHS, DETOURS FOR IMPACTED AREAS, AND RELOCATION OF OCCUPANTS

AROUND AFFECTED AREAS. TEMPORARY DIRECTIONAL SIGNS SHALL BE

UTALIZED TO CLEARLY COMMUNICATE CHANGES IN DETOURS, IMPACTED EXITS,

AND IMPACATED TRAVEL PATHS. IMPAIRMENTS TO FIRE PROTECTION SYSTEMS

SHALL BE REVIEWED AND DOCUMENTED IN ACCORDANCE WITH NFPA 25

(SUPPRESSION SYSTEMS) AND NFPA 72 (FIRE ALARM SYSTEMS). EVACUATION

AND RELOCATION PLANS SHALL BE REVIEWED AND MODIFIED AS APPROPRIATE IN

ACCORDANCE WITH NFPA 101, 19.7.1. PROCEDURES IN CASE OF FIRE SHALL BE

REVIEWED AND MODIFIED AS APPROPRIATE IN ACCORDANCE WITH NFPA 101,

19.7.2. HOSPITAL STAFF SHALL BE UPDATED ON CONSTRUCTION PROGRESS AND

SHALL ADAPT THEIR RESPONSE APPROPRIATELY IN ACCORDANCE WITH NFPA

101, 19.7.2.3. CONTRACTOR SHALL ENSURE ACTIVITIES THAT WILL IMPACT FIRE

DEPARTMENT ACCESSS TO THE BUILDING, OR RESPONSE TO AN EMERGENCY

ARE COMMUNICATED WITH THE FIRE DEPARTMENT PRIOR TO STARTING SUCH

ACTIVITIES.

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 2600

LITTLE ROCK, AR 72202

SHEET INDEX

NUMBER SHEET NAME

65% DESIGN

DEVELOPMENT

2020.12.04

95% CONSTRUCTION

DOCUMENTS

2020.12.18

CONSTRUCTION

DOCUMENTS

2020.12.30

GENERAL

GI001 COVER SHEET X X X

GI002 STANDARD ABBREVIATIONS X X X

GI003 DRAFTING SYMBOLS X X X

GI004 LIFE SAFETY PLAN - GROUND LEVEL X

GC101 ICRA PLANS X X X

STRUCTURAL

S001 GENERAL NOTES X X X

SD101 GROUND LEVEL DEMOLTION PLANS X X X

SB101 GROUND LEVEL PLANS X X X

SJ101 FOUNDATION SECTIONS X X X

ARCHITECTURAL

AD101 DEMOLITION PLAN - GROUND LEVEL X X X

AD111 DEMOLITION - REFLECTED CEILING PLAN - THIRD LEVEL X X

AE101 CONSTRUCTION PLAN - GROUND LEVEL X X X

AE304 WALL SECTIONS X X X

FIRE PROTECTION

FD101 CONSTRUCTION PLAN - GROUND LEVEL X X X

FX101 CONSTRUCTION PLAN - GROUND LEVEL X X X

PLUMBING

PD101 FLOOR PLAN - PLUMBING DEMOLITION X X X

PL100 PLUMBING GENERAL NOTES, LEGEND, AND SCHEDULES X X X

PL101 FLOOR PLAN - PLUMBING NEW X X X

PJ101 PLUMBING DETAILS X X X

MECHANICAL

MD101 FLOOR PLAN - HVAC DEMOLITION X X X

MH100 MECHANICAL GENERAL NOTES AND LEGEND X X X

MH101 FLOOR PLAN - HVAC PIPING NEW X X X

MI101 MECHANICAL PIPING DIAGRAM X X X

MI102 MECHANICAL PIPING DIAGRAM X X X

MI103 MECHANICAL PIPING DIAGRAM X X X

MI104 MECHANICAL PIPING DIAGRAM X X X

MI105 CONTROL DIAGRAMS X X X

MJ101 MECHANICAL DETAILS X X X

ELECTRICAL

ED101 FLOOR PLAN - ELECTRICAL DEMOLITION X X X

ED102 FLOOR PLAN - POWER DEMOLITION X X

ED103 FLOOR PLAN - ELECTRICAL DEMOLITION X

EJ101 ELECTRICAL ONE LINE DIAGRAM X X

EK101 ELECTRICAL SCHEDULES X X

EL101 FLOOR PLAN -LIGHTING NEW X

EP101 FLOOR PLAN - POWER NEW X X

EP102 FLOOR PLAN - ELECTRICAL POWER X X

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

/2 /2

:2

:5

P M

C U s e rs

\a m o rr is \D o c u m e n ts

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STANDARD ABBREVIATIONS CONSTRUCTION

DOCUMENTS

UPGRADE CHILLER PLANT @

JLM - PROJECT 1

VAMC LITTLE ROCK

2020.12.30 SMc TSS

598-19-101

GI002

JLM

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 2600

LITTLE ROCK, AR 72202

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

SJI STEEL JOIST SLIDING WINDOW

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SMS SHEET METAL SCREW

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL

UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE

SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION

CLASSIFICATION

STIF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUB

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT

STL

STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SNTHETIC

SYS SYSTEM

T

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL,

TEMPERATURE CONTROL PANEL,

OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TLT TOILET

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ______

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TYP TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

U.O.N. UNLESS OTHERWISE NOTED

V

VC VA FURNISHED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE OR

VITRIFIED CLAY TILE

VENT VENTILATION

VERT VERTICAL

VIF VERIFY IN FIELD

VV VA FURNISHED / VA INSTALLED

W

W/ WITH

WD WOOD

WP WALL PROTECTION

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R

R RADIUS OR RISER

RA RETURN AIR

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER

BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE, REINFORCED, OR

REINFORCING

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

S

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID

CORE

SCH SCHOOL

SCHED SCHEDULE, SCHEDULED

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE

DETECTOR, OR SOAP DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL

FLASH

SHEET METAL (FLASHING)

SHTHG SHEATHING

SIM SIMILAR

SJ SCORED JOINT

SJ SCORED JOINT

NS NARROW STILE

NUM NUMERAL

O

O OXYGEN

O/H OVER HEAD

O/O OUT TO OUT

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE

DIMENSION

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSIE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE

RADIUS

ORD ORDNANCE OR OVERFLOW ROOF

DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OUT OUTLET

OZ OUNCE

P

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR

PORTLAND CEMENT

PCA PORTLAND CEMENT

ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTYLINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

OR PURCHASE ORDER POST

OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMAIC TUBE, OR

PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE OR QUART

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING

CONCRETE

LYR LAYER

M

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTAIN, MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM O MEDIUM

MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMBO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MIN MINIMUM MINUTE OR MINUTE

MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR

OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOICE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING

CONTRACTORS ASSOCIATION

NRP NONREMOVABLE

H HIGH

H PLAM HIGH PRESSURE PLASTIC

LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGAR

HM HOLLOW METAL OR

HECTOMETER

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND

FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR

HORSEPOWER

HQ HEADQUARTERS

HR HOUR

HRS HOURS

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I

I INTERSTATE (HIGHWAY) OR

MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATED, INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE

ASSEMBLY

IWH INSTANANEOUS WATER HEATER

J

J-BOX JUNCTION BOX

JAN JANITOR

K

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LATENT

HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FH FLAT HEAD OR FLAT HEAD

SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCEN FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF CURB

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR

FIREPROOF OR FLAT PANEL

DOOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT,

OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER

OR FIBERGLASS REINFORCED

PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUT

FWC FABRIC WALL COVERING

G

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON, GALLONS

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED

GFRG GLASS-FIBER-REINFORCED

GFRP GLASS-FIBER-REINFORCED

PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CTLINDER LOCK

D

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR

DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM,

OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC, ELECTRICAL

ELEC DR

OP

ELECTRIC DOOR OPENER

ELEV ELEVATOR

ELEVS ELEVATIONS

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPDM ETHYLENE PROPYLENE DIENE

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

EXT GR EXTERIOR GRADE

F

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C

C CELSIUS CHANNEL OR CHANNEL

CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

C/C CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

C/VA CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CAB CABINET

CAC CEILING ATENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT, CEMENTITIOUS

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR

CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL

FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULATING, CIRCULAR

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LIINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

cm2 SQUARE CENTIMETER cm3 CUBIC CENTIMETER

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE,

CERTIFICATE OF OCCUPANCY,

CLEAN OUT, OR COMPANY

co2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINAION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR COORDINATION OFFICER

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

A

A LABEL CLASS A DOOR

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR

ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ACT

ADB AUTOMATIC DOOR BOTTOM

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION,

ASSOCIATED GENERAL

CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE, ALTERNATIVE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLAYWOOD

ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE, APPROXIMATELY

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT, ARCHITECTURAL

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO-VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL

WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'S

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

A

1F157B

D2 / AE512

AE501

AE201

AE201

AE211

20' - 6"

FIRST FLOOR

P-01

SCOPE INDICATORS

DRAWING TITLE

DETAIL CALLOUT

DETAIL INDICATOR FOR SMALL CONDITIONS

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR,

INTERIOR, MULTIPLE

VIEW

BUILDING SECTION INDICATOR

SPACE IDENTIFICATION

OPENING INDICATOR

WINDOW INDICATOR

EQUIPMENT INDICATOR

SHEET NOTES

PARTITION TYPE INDICATOR

NORTH ARROW

INDICATES PROJECT NORTH

INDICATES TRUE NORTH

EXISTING

INDICATES

COLUMN LINE

DESIGNATION

COLUMN LINE INDICATORS

DRAWING REVISION INDICATOR

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

REMOVED

NEW CONSTRUCTION

VV ITEM - GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

VC ITEM - GOVERNMENT

FURNISHED / CONTRACTOR

INSTALLED

ELEVATION INDICATOR

WALL FINISH INDICATOR

CC ITEM - CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

N

1 1/8" = 1'-0"

View Name

A_4A

BA3034

CASEWORK TAG

LETTER PAIR INDICATES CASEWORK FAMILY:

RE: AE511-514 FOR DETAILS

FIRST PAIR OF NUMBERS INDICATES UNIT

WIDTH (I.E. 30")

SECOND PAIR INDICATES COUNTERTOP

HEIGHT (I.E. 34")

TOILET ACCESSORY TAG

XXXX

JSN

A

NEW

INDICATES

COLUMN LINE

DESIGNATION

CEILING HEIGHT INDICATOR

Room name 1A105

9' - 0"

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

/2 /2

:2

:0

P M

C U s e rs

\a m o rr is \D o c u m e n ts

\5

-1

-1

J L M

C h ill e r_

U p g ra d e

A rc h a la n a

.m o rr is

.r v t

DRAFTING SYMBOLS CONSTRUCTION

DOCUMENTS

UPGRADE CHILLER PLANT @

JLM - PROJECT 1

VAMC LITTLE ROCK

2020.12.30 SMc TSS

598-19-101

GI003

JLM

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 2600

LITTLE ROCK, AR 72202

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

DRAFTING SYMBOLS

23 24 25

K

L

N

R

F

IR

E

E X

IT

E X

IT

PRIMARY

SWITCHGEAR

GE116-JLM

STAIR 8

SG8-JLM

CORRIDOR

CG39-JLM

PRIMARY

TRANSFORMER

GE117-JLM

CONCRETE CURB

19' - 1" 19' - 1"

78'-0" PROVIDED

250'-0" MAX ALLOWABLE

51'-0" PROVIDED

250'-0" MAX ALLOWABLE

EXTERIOR

EXIT

2-HR RATED

EXIT

ENCLOSURE

EGRESS WIDTH

84" PROVIDED

32" REQUIRED

EGRESS WIDTH

46" PROVIDED

32" REQUIRED

3 OCC LOAD

FROM SWCHGR

3 OCC LOAD

FROM SWCHGR

E

23 24 252119 20

D

C

A

B

B.4

BOILER ROOM

GD129-JLM

CHILLER ROOM

GD133-JLM

EMERGENCY

GENERATORS

GD134-JLM

BOILER PLANT

OFFICE

GD130-JLM

HALL

GD130A

MEN'S RR

GD132-JLM

MEN'S LOCKER

GD131-JLM

CO

FD

FD

19' - 1" 19' - 1" 27' - 0" 27' - 0" 19' - 1" 19' - 1"

/2

GD133

C

DUCT

120'-0" PROVIDED

250'-0" MAX ALLOWABLE

131'-0" PROVIDED

250'-0" MAX ALLOWABLE

161'-0" PROVIDED

250'-0" MAX ALLOWABLE

/2

EXTERIOR

EXIT

EGRESS WIDTH

46" PROVIDED

32" REQUIRED

EXTERIOR

EXIT

EGRESS WIDTH

46" PROVIDED

32" REQUIRED

18 OCC LOAD

16 OCC LOAD

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

/3 /2

:4

:4

A M

C U s e rs

\s m c g u ir e

\D o c u m e n ts \5

-1

-1

J L

M

C h ill e r_

U p g ra d e

A rc h s m c g u ir e

.r v t

LIFE SAFETY PLAN - GROUND

LEVEL

CONSTRUCTION

DOCUMENTS

UPGRADE CHILLER PLANT @

JLM - PROJECT 1

VAMC LITTLE ROCK

2020.12.30 SM SM

598-19-101

GI004

JLM

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 2600

LITTLE ROCK, AR 72202

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

1/8" = 1'-0"F3

LIFE SAFETY - SWITCHGEAR ROOM

1/8" = 1'-0"F5

LIFE SAFETY PLAN - GROUND LEVEL - CHILLER PLANT

NN

LIFE SAFETY LEGEND / NOTES

EXISTING STRUCTURE - NO CHANGE IN USE OR FUNCTION OF SPACE

OCCUPANCY TYPE: HOSPITAL I-2 (INDUSTRIAL-2)

CONSTRUCTION TYPE: TYPE 1A (ASSUMED)

SPRINKLER COVERAGE: YES

FIRE ALARM SYSTEM: YES, VOICE

TRAVEL DISTANCE ALLOWED [FOR I-2 MECHANICAL SPACE]:

MAXIMUM TRAVEL DISTANCE: 250-FEET

COMMON PATH OF TRAVEL: 100-FEET

MAXIMUM DEAD END PATH: 50-FEET

LIFE SAFETY LEGEND

100'-0" PROVIDED

250'-0" MAX ALLOWABLE

MAXIMUM TRAVEL PATH PROVIDED

(TO PROTECTED ENCLOSURE

OR ETERIOR AREA)

MOST

REMOTE

POINT

OCCUPANT LOADS

CHILLER ROOM

EMERGENCY GENERATORS

HALL

MEN'S RESTROOM

MEN'S LOCKER RM

BOILER PLANT OFFICE

GD133-JLM

GD134-JLM

GD130A

GD132-JLM

GD131-JLM

GD130-JLM

ROOM NAME ROOM NO

7,044 SF

2,047 SF

75 SF

64 SF

45 SF

276 SF

AREA FACTOR

300 GROSS

FOR MECH

SPACES

OCC LOAD

359,551 SFTOTAL AT MECH AREA SCOPE OF WORK

PRIMARY SWITCHGEAR GE116-JLM 1,670 SF 300 GROSS 6

OCCUPANTS

61,670 SFTOTAL AT SWITCHGEAR SCOPE OF WORK OCCUPANTS

EGRESS COMPONENTS OTHER THAN STAIRWAYS (DOORS) SHALL BE SIZED TO

ACCOMMODATE 0.2 INCHES PER OCCUPANT, OR AT LEAST 32-INCHES MINIMUM

E

23 24 252119 20

D

C

A

B

G

F

B.4

ELECTRICAL

POWER ROOM

GD123-JLM

BOILER ROOM

GD129-JLM

CHILLER ROOM

GD133-JLM

EMERGENCY

GENERATORS

GD134-JLM

MEDICAL WASTE

ROOM

GD135-JLM

BOILER PLANT

OFFICE

GD130-JLM

HALL

GD130A

MEN'S RR

GD132-JLM

MEN'S LOCKER

GD131-JLM

STAIR 4

SG4-JLM

VESTIBULE

GD123A-JLM

CLEAN STORAGE

GD102-JLM

CORRIDOR

CG37-JLM

ROOM

GD130F

SIGNAL

GD126-JLM

CHIEF SPD

OFFICE

GD120-JLM

SPD OFFICE

ADMINISTRATION

GD121-JLM

ACETIC ACID

ROOM

GD124-JLM

WAREHOUSE

GD103-JLM

SPD EQUIPMENT

STORAGE ISSUE

GD122-JLM

23 24 25

K

L

N

R

PRIMARY

SWITCHGEAR

GE116-JLM

STAIR 8

SG8-JLMCORRIDOR

CG39-JLM

PRIMARY

TRANSFORMER

GE117-JLM

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION CONTROL PRECAUTIONS DEPENDING UPON THE

AREA CLASS DESIGNATION

TYPE OF CONTRUCTION/PROJECT ACTIVITY TABLE

GROUP 1-LOW RISK

● OFFICE AREAS (NON-

CLINICAL)

PATIENT RISK GROUP TABLE

GROUP 2-MEDIUM RISK

GROUP 3-HIGH RISK GROUP 4-HIGHEST RISK

INFECTION CONTROL MATRIX-CLASS OF PRECAUTIONS: CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP TYPE A

I I I

III

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION

ACTIVITY AND RISK LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES

ARE NECESSARY.LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION

OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE DISPLACED FOR VISUAL INSPECTION.

1. INCLUDES ALL ACTIVITIES REQUIRED BY CLASS I.

2. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE.

3. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

4. SEAL UNUSED DOORS WITH DUCT TAPE.

5. BLOCK OFF AND SEAL AIR VENTS.

6. REPLACE ADHESIVE WALK-OFF MATS AT ENTRANCE AN EXIT OF WORK AREA.

REPLACE USED MATS IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

7. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

1. INCLUDES ALL ACTIVITIES REQUIRED BY CLASS II.

2. OBTAIN INFECTION CONTROL PERMIT FROM HOSPITAL SAFETY OFFICER OR

FACILITIES MANAGEMENT MAINTENANCE AND ENGINEERING DEPARTMENT

BEFORE CONSTRUCTION BEGINS.

3. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

4. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTION BEGINS OR

IMPLEMENT CONTROL CUBE METHOD.

5. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA-

EQUIPPED AIR FILTRATION UNITS.

6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

7. COVER TRANSPORT RECEPTACLES OR CARS. TAPE COVERS.

8. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING

WORK AREAS.

9. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

1. WIPE SURFACES TO REMOVE DUST.

1. WIPE WORK SURFACES WITH

DISINFECTANT.

2. CONTAIN CONSTRUCTION

WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

3. WET MOP AND/OR VACUUM WORK

AREA WITH HEPA FILTERED VACUUM

BEFORE LEAVING WORK AREAS.

4. REMOVE ISOLATION OF HVAC

SYSTEM IN AREAS WHERE WORK

WAS BEING PERFORMED.

1. REMOVE BARRIER MATERIALS

CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH

CONSTRUCTION.

2. CONTAIN CONSTRUCTION

WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

3. COVER TRANSPORT

RECEPTACLES OR CARTS. TAPE

COVERING.

4. VACUUM WORK WITH HEPA-

FILTERED VACUUMS.

5. WET MOP WITH DISINFECTANT.

6. REMOVE ISOLATION OF HVAC

SYSTEM IN AREAS WHERE

WORK WAS BEING PERFORMED.

1. INCLUDES ALL ACTIVITIES REQUIRED BY CLASS III.

2. OBTAIN INFECTION CONTROL PERMIT FROM HOSPITAL SAFETY OFFICER

OR FACILITIES MANAGEMENT MAINTENANCE AND ENGINEERING

DEPARTMENT BEFORE CONSTRUCTION BEGINS.

3. ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

4. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE

METHOD BEFORE CONSTRUCTION BEGINS.

5. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA-

EQUIPPED AIR FILTRATION UNITS.

6. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS-

THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR

CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY

LEAVE THE WORK SITE.

7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE

COVERS. SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER

EXITS THE WORK AREA.

8. PLACE ADHESIVE WALK-OFF MATS AT ENTRANCE TO WORK AREA WITH

ANTEROOM. REPLACE PER MANUFACTURER'S RECOMMENDATIONS.

9. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED

PROJECT IS INSPECTED EACH BY THE HOSPITAL SAFETY OFFICER,

FACILITIES MANAGEMENT MAINTENANCE AND ENGINEERING DEPARTMENT

AND THOROUGHLY CLEANED BY THE HOSPITAL ENVIRONMENTAL

SERVICES DEPARTMENT OR THEIR CONTRACTED ENVIRONMENTAL

SERVICES COMPANY.

10. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

11. COVER TRANSPORT RECEPTACLES OR CARS. TAPE COVERING.

12. VACUUM WITH HEPA FILTERED VACUUM. WET MOP WITH DISINFECTANT

AFTER BARRIERS ARE REMOVED.

13. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING

PERFORMED.

1. REMOVE BARRIER MATERIALS

CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH

CONSTRUCTION.

2. CONTAIN CONSTRUCTION

WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED

CONTAINERS.

3. COVER TRANSPORT

RECEPTACLES OR CARTS. TAPE

COVERING.

4. VACUUM WORK WITH HEPA-

FILTERED VACUUMS.

5. WET MOP WITH DISINFECTANT

AFTER BARRIERS ARE

REMOVED.

6. REMOVE ISOLATION OF HVAC

SYSTEM IN AREAS WHERE

WORK WAS BEING PERFORMED.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

CLASS I

CLASS II

CLASS III

CLASS IV

INSPECTION AND NON-INVASIVE ACTIVITIES

INCLUDES BUT IS NOT LIMITED TO:

● REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1

TILE IN 50 SQUARE FEET

● PAINTING (BUT NOT SANDING), WALL COVERING

● ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES THAT

DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR

ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION

TYPE A

SMALL SCALE, SHORT DURATION ACTIVITIES THAT CREATE MINIMAL DUST

INCLUDES BUT IS NOT LIMITED TO:

● INSTALLATION OF TELEPHONE AND COMPUTER CABLING

● ACCESS TO CHASE SPACES

● CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE

CONTROLLED

TYPE B

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR

REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING

COMPONENTS OR ASSEMBLIES

INCLUDES BUT IS NOT LIMITED TO:

● SANDING OF WALLS FOR PAINTING OR WALL COVERING

● REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK

● NEW WALL CONSTRUCTION

● MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS

● MAJOR CABLING ACTIVITIES

● ANY ACTIVITY THAT CANNOT BE COMPLETED WITHIN A SINGLE

WORK SHIFT

TYPE C

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES BUT IS NOT LIMITED TO:

● ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS

● REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE

CEILING SYSTEM

● NEW CONSTRUCTION

TYPE D

ICRA GENERAL NOTES

● CARDIOLOGY

● ECHOCARDIOLOGY

● ENDOSCOPY-GI

● PHYSICAL THERAPY

● RADIOLOGY/MRI

● NUCLEAR MEDICINE

● RESPIRATORY CARE (EXCEPT

BRONCHOSCOPY AREA)

● CAFETERIA

● OUTPATIENT AREAS-CLINICS AND OFFICES

(EXCEPTION: TRANSPLANT AND ONCOLOGY)

● EMERGENCY ROOM

● POST ANESTHESIA

● CARE UNITS

● LABOR AND DELIVERY

● PEDIATRICS

● ADMISSION /

DISCHARGE AREA

● LABORATORIES

● PHARMACY

● INPATIENT UNITS (NOT

OTHERWISE

SPECIFIED)

● ALL OPERATING ROOMS INCLUDING LABOR

AND DELIVERY

● ANESTHESIA AND PUMP AREAS

● CENTRAL EQUIPMENT/STERILE SUPPLY

● CARDIAC CATHETERIZATION AND

ANGIOGRAPHY AREAS

● INTERVENTIONAL RADIOLOGY

● RADIATION ONCOLOGY

● ALL INTENSIVE CARE UNITS

● NEWBORN NURSERIES, INCLUDING NICU

● DIALYSIS UNIT

● ONCOLOGY-INPATIENT AND OUTPATIENT

● TRANSPLANT-INPATIENT AND OUTPATIENT

● PHARMACY ADMIXTURE

● NEGATIVE PRESSURE ISOLATION

ROOMS/AREAS (INCLUDING BRONCHOSCOPY

AREA)

TYPE B

II

II

III

III / IV

TYPE C

II

III

III / IV

III / IV

TYPE D

III / IV

IV

IV

IV

A. PROVIDE CONTAINMENT AS REQUIRED (BY HOSPITAL) INFECTION CONTROL REPRESENTATIVE FOR WORK OUTSIDE MAJOR AREA.

B. PROVIDE CONTAINMENT AT THE FLOOR BELOW FOR ANY WORK IN THE CEILING PLENUM.

C. PROVIDE TEMPORARY DOOR WITH GASKETING TO PREVENT THE MOVEMENT OF DUST.

D. PROVIDE TEMPORARY EMERGENCY EXIT FROM CONSTRUCTION ZONE; HOWEVER, ALL GENERAL CONSTRUCTION TRAFFIC SHOULD BE THROUGH VESTIBULE.

E. CONTRACTOR TO PROTECT ALL FINISHES INCLUDING (BUT NOT LIMITED TO) FLOORING, CEILING, WALL SURFACES, DOORS, AND DOOR FRAMES DURING THE MOVEMENT OF MATERIALS TO/FROM LIMIT OF WORK. COORDINATE WITH COR AND SPECIFICATIONS FOR PROCEDURES/REQUIREMENTS.

NEW UNRATED PARTITION

NEW / EXISTING 1 HOUR BARRIER

EXISTING PARTITION TO BE REMOVED

EXISTING PARTITION

NEW / EXISTING 2 HOUR BARRIER

INDICATES PROJECT

BOUNDRY

ICRA CLASS LEGEND

CLASS 4

ICRA CLASS LEGEND

CLASS 2

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

FULLY SPRINKLERED

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

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ICRA PLANS CONSTRUCTION

DOCUMENTS

UPGRADE CHILLER PLANT @

JLM - PROJECT 1

VAMC LITTLE ROCK

2020.12.30 JDM DB

598-19-101

GC101

JLM

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

ICRA - GENERAL NOTES

1. ICRA WORK LIMITS ARE TO ENCOMPASS ALL AREAS WITH

REQUIRED WORK ACROSS ALL DISCIPLINES WHICH

REQUIRES CONTRACTOR TO FULLY FAMILIARIZE

THEMSELVES WITH THE COMPLETE SET OF CONSTRUCTION

DOCUMENTS AND THE INTENDED WORK.

2. ICRA CLASS(ES) SHOWN ARE CONCEPTUAL AND MAY BE

USED AS A STARTING POINT FOR THE CONTRACTOR'S

REQUIRED WORK UNDER SPECIFICATION SECTION 01 35 26

"SAFETY REQUIREMENTS".

3. CONTRACTORS ARE ENCOURAGED TO ATTEND ANY AND

ALL SITE VISITS PROVIDED BY THE VA DURING BIDDING TO

FAMILIARIZE THEMSELVES WITH THE AREAS OF WORK.

4. CONTRACTOR SHALL EXAMINE THE FULL SET OF PLANS

AND DETERMINE IF THERE ARE ADDITIONAL AREAS OF

WORK ( AND THEIR ASSOCIATED ICRA CLASS(ES) ) DURING

BIDDING.

5. CONTRACTOR IS TO CONSIDER AND INCLUDE MONIES FOR

REQUIRED WORK IN ALL PROJECT AREAS AS PART OF

THEIR BASE BID.

6. IF CONTRACTOR IDENTIFIES POTENTIAL CONFLICTS OR

LIMITATIONS IN THEIR ABILITY TO FULLY COMPLY WITH

ICRA SAFETY REQUIREMENTS CONTAINED IN THE BIDDING

DOCUMENTS, THEY SHALL SEEK RESOLUTION IN WRITING

AS INDICATED IN BIDDING INSTRUCTIONS.

7. PROVIDE CONTAINMENT AS REQUIRED (BY HOSPITAL)

INFECTION CONTROL REPRESENTATIVE FOR WORK

OUTSIDE MAJOR AREA.

8. PROVIDE CONTAINMENT AT THE FLOOR BELOW FOR ANY

WORK IN THE CEILING PLENUM.

9. PROVIDE TEMPORARY DOOR WITH GASKETING TO

PREVENT THE MOVEMENT OF DUST.

10. PROVIDE TEMPORARY EMERGENCY EXIT FROM

CONSTRUCTION ZONE; HOWEVER, ALL GENERAL

CONSTRUCTION TRAFFIC SHOULD BE THROUGH

VESTIBULE.

11. CONTRACTOR TO PROTECT ALL FINISHES INCLUDING (BUT

NOT LIMITED TO) FLOORING, CEILING, WALL SURFACES,

DOORS, AND DOOR FRAMES DURING THE MOVEMENT OF

MATERIALS TO/FROM LIMIT OF WORK. COORDINATE WITH

COR AND SPECIFICATIONS FOR PROCEDURES /

REQUIREMENTS.

GRAPHIC LEGEND

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

0 4' 8' 16'

KEY PLAN

F

B A

D

C

E

PROJECT

AREA

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

STRUCTURAL ENGINEER

BERNHARD TME

BUILDING 2, 1 ALLIED DRIVE

SUITE 2600

LITTLE ROCK, AR 72202

FIRE PROTECTION

FP&C CONSULTANTS KC, LLC

1330 BURLINGTON STREET, STE. 200

NORTH KANSAS CITY, MO 64116

1/16" = 1'-0"F1 GROUND LEVEL ICRA PLAN - CHILLER PLANT

1/16" = 1'-0"F6 GROUND LEVEL ICRA PLAN - SWITCHGEAR ROOM

LEGEND

F.V. INDICATES FIELD VERIFY

GENERAL INFORMATION

SUBMITTAL PROCEDURES

ADHESIVE SET ANCHORS, REINFORCING

BARS, & DOWEL NOTES

A. CONCRETE ANCHORS

I. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED

FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR

CRACKED AND UNCRACKED CONCRETE RECOGNITION.

II. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR

USE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR

CRACKED AND UNCRACKED CONCRETE RECOGNITION.

B. MASONRY ANCHORS

I. ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY

- MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED

FOR USE IN ACCORDANCE WITH ICC-ES AC01 OR AC106.

- ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED

FOR USE IN ACCORDANCE WITH ICC-ES AC58.

II. ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED

CLAY BRICK MASONRY

- MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND

QUALIFIED IN ACCORDANCE WITH ICC-ES AC106

- ADHESIVE ANCHORS WITH SCREEN TUBES SHALL BE TESTED

AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC58 OR AC60, AS

APPROPRIATE.

STRUCTURAL DESIGN CRITERIA

PER INTERNATIONAL BUILDING CODE (IBC 2012)

1. SEISMIC DESIGN:

RISK CATEGORY: IV

IMPORTANCE FACTOR: 1.5

MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 0.4 S1 = 0.162

SITE CLASS: C (ASSUMED)

SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.319, SD1 = 0.177

SEISMIC DESIGN CATEGORY: D

SEISMIC BASE SHEAR: V = CS x UNIT WEIGHT

SEISMIC RESPONSE COEFFICIENTS: CS = 0.16

2. WIND LOAD

DESIGN ULTIMATE WIND SPEED: 120 MPH

RISK CATEGORY: IV

EXPOSURE CATEGORY: B

INTERNAL PRESSURE COEFFICIENTS: GCpi = ±0.18 VELOCITY PRESSURE: qh = 23 PSF

3. DESIGN SOIL CRITERIA AS FOLLOWS:

THE FOUNDATION DESIGN/VERIFICATION FOR THIS STRUCTURE HAS BEEN

BASED UPON THE RECOMMENDATIONS OF THE SOIL AND FOUNDATION

INVESTIGATIONS FOR THIS SITE BY McCLELLAND CONSULTING ENGINEERS, INC (MCE) OF FAYETTEVILLE, AR (479-443-2377) DATED JUNE 6, 1979 AND APRIL

12, 2019 (PROJECT #: 19-5724)

USE HILTI'S HY270 SYSTEM OR APPROVED EQUAL FOR ATTACHMENT TO

HOLLOW AND GROUT-FILLED MASONRY UNITS.

USE HILTI'S HY200 SYSTEM OR APPROVED EQUAL FOR ATTACHMENT INTO

SOLID SURFACES ONLY. (E.G., SOLID CONCRETE )

FOR REBAR AND DOWEL EMBEDMENT, USE HY200 ADHESIVE, OR

APPROVED EQUAL AS NOTED ABOVE.

USE HILTI'S THREADED RODS OR APPROVED EQUAL UNLESS SPECIFICALLY

NOTED OTHERWISE. SUBSTITUTION OF A-36 ALL-THREAD ROD WILL NOT BE

ALLOWED. RODS ANCHORING INTO UNREINFORCED MASONRY SHALL BE

BENT AT 22 1/2° ANGLE UNO.

WHERE BASE MATERIAL IS HOLLOW BLOCK, BRICK OR OTHER MATERIAL

CONTAINING POCKETS OR VOIDS, A SCREEN TUBE, PER MANUFACTURERS

RECOMMENDATIONS, SHALL BE EMPLOYED IN THE SYSTEM.

1.

2.

3.

4.

5.

FOLLOW MANUFACTURERS REQUIREMENTS FOR MINIMUM DEPTH OF BASE

MATERIAL, MINIMUM EDGE DISTANCES, AND MINIMUM BOLT/BAR SPACING.

6.

UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE

APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE

NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT DEPTH REQUIRED TO

SUPPORT THE INTENDED LOAD.

7.

POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM

THE ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN

PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE

TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH

EXISTING REINFORCING. HOLES SHALL BE DRILLED AND CLEANED IN

ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS.

SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW

SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD

ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED

PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE

SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT

PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE

APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE

BUILDING CODE. PROVIDE CONTINUOUS SPECIAL INSPECTION FOR ALL ADHESIVES

AND MECHANICAL ANCHORS PER THE PRODUCT’S APPLICABLE ICC-ES OR IAPMO-

ES EVALUATION REPORT (ICC-ES ESR). CONTACT MANUFACTURER’S

REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND

FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.

8.

1. UNLESS OTHERWISE NOTED OR DETAILED, CONCRETE PADS FOR

MECHANICAL EQUIPMENT SHALL BE 4" THICK (MINIMUM) AND REINFORCED

WITH #3 @ 12" OC EACH WAY CENTERED.

SUBSTITUTION OF EXPANSION OR ADHESIVE ANCHORS FOR EMBEDDED

ANCHORS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN

WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PLACING OF

CONCRETE CONTAINING THE ANCHORS.

2. PERMANENT STABILITY OF THE BUILDING AND COMPONENTS IS NOT

PROVIDED UNTIL THE ERECTION IS COMPLETED AS SHOWN ON THE

CONTRACT DRAWINGS. PER SECT 7.10.3 OF AISC CODE OF STANDARD

PRACTICE FOR BUILDINGS AND BRIDGES MARCH 18, 2005. "TEMPORARY

SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR

OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE

DETERMINED, FURNISHED AND INSTALLED BY THE ERECTOR."

3. WEIGHTS OF MECHANICAL EQUIPMENT SHOWN ON THE STRUCTURAL PLANS

ARE FOR UNITS SPECIFIED BY THE MECHANICAL ENGINEER. CONTRACTOR

SHALL VERIFY WEIGHTS AND ANY SUBSTITUTIONS THAT RESULT IN INCREASED

WEIGHT SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

4. THE CONTRACTOR SHALL INSURE THAT NO CONSTRUCTION LOAD EXCEEDS

THE DESIGN LIVE LOADS INDICATED ON THE STRUCTURAL DRAWINGS AND THAT

THESE LOADS ARE NOT PLACED ON THE STRUCTURAL MEMBERS PRIOR TO THE

TIME THAT ALL FRAMING MEMBERS AND THEIR CONNECTIONS ARE IN PLACE.

5. THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH

THE STRUCTURE FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK

SHALL BE VERIFIED BY THE CONTRACTOR. OPENINGS AND PENETRATIONS

NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE

SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD.

6. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION TO BE

COORDINATED WITH THE STRUCTURAL DRAWINGS.

7.

8.

PRIOR TO FABRICATION AND/OR ERECTION OF ANY MATERIALS, THE

CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT EXISTING DIMENSIONS,

ELEVATIONS, AND CONDITIONS AND SHALL REPORT ANY DISCREPANCIES TO

THE STRUCTURAL ENGINEER OF RECORD OR THE ARCHITECT IMMEDIATELY

UPON DISCOVERY.

9.

10.

11.

THE GENERAL CONTRACTOR SHALL VERIFY THE SITE CONDITIONS INCLUDING

UNDERGROUND UTILITIES BEFORE STARTING WORK AND SHALL NOTIFY THE

STRUCTURAL ENGINEER OF RECORD OF ANY CONDITIONS ENCOUNTERED

CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT

DOCUMENTS.

THE GENERAL CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL WORK WITH THE

STRUCTURAL CONTRACT DOCUMENTS AND SHALL REPORT ANY SUSPECTED

DISCREPANCIES OR OMISSIONS TO THE ARCHITECT IMMEDIATELY.THE

STRUCTURAL CONTRACT DOCUMENTS DO NOT INCLUDE SHOP DRAWINGS,

VENDOR DRAWINGS NOR ANY MATERIAL PREPARED AND SUBMITTED BY THE

CONTRACTOR OR SUBCONTRACTORS.

12.

REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY,

ORGANIZATION OR ASSOCIATION OR TO CODES OF LOCAL OR STATE

AUTHORITIES SHALL MEAN THE LATEST STANDARD, CODE,SPECIFICATION OR

TENTATIVE SPECIFICATION ADOPTED AND PUBLISHED AT THE DATE OF

TAKING BIDS UNLESS SPECIFICALLY STATED OTHERWISE.

SEE ARCHITECTURAL DRAWINGS FOR EXACT THICKNESS AND NUMBER OF

LAYERS OF INTERIOR AND EXTERIOR SHEATHING, INSULATION, FLASHING,

EXTERIOR FINISHES, WINDOW WALL SYSTEMS, ROOFING, EXPANSION JOINT

COVERS, ETC. STRUCTURAL DRAWINGS DO NOT NECESSARILY DEPICT

EXACT CONDITIONS OF NON-STRUCTURAL ELEMENTS.

FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT

DOCUMENTS, SEE THE ARCHITECTURAL DRAWINGS.THE CONTRACTOR SHALL

REVIEW THE STRUCTURAL DRAWINGS FOR SECTIONS AND DETAILS THAT ARE

LABELED AS "TYPICAL" AND ARE NOT NECESSARILY REFERENCED ON THE

STRUCTURAL PLANS WHERE THEY APPLY.

1. TRANSMIT SUBMITTALS SUFFICIENTLY IN ADVANCE OF RELATED

CONSTRUCTION ACTIVITIES TO AVOID UNNECESSARY DELAY. THE

STRUCTURAL ENGINEER OF RECORD MAY WITHHOLD ACTION ON A

SUBMITTAL REQUIRING COORDINATION WITH OTHER SUBMITTALS UNTIL ALL

RELATED SUBMITTALS ARE RECEIVED.

2. SUBMIT DIGITAL COPIES FOR THE SUBMITTAL PROCESS.

3. CONTRACTOR SHALL COMPLY WITH DIVISION ONE SECTION - "SUBMITTALS"

4. NO REPRODUCTIONS OF THE CONSTRUCTION DOCUMENTS ARE

ACCEPTABLE FOR USE AS SHOP DRAWINGS.

5. ACTION STAMP: THE STRUCTURAL ENGINEER OF RECORD WILL STAMP EACH

SUBMITTAL WITH A UNIFORM ACTION STAMP TO INDICATE THE ACTION TAKEN

IN ONE OF FOUR OPTIONS LISTED BELOW:

APPROVED . . . . . . . . . . . . . . . . . . . . . . . . . WORK COVERED BY THE

SUBMITTAL COMPLIES WITH

THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

REJECTED . . . . . . . . . . . . . . . . . . . . . . . . . . WORK COVERED BY THE

SUBMITTAL IS TOTALLY

UNACCEPTABLE AND MAY NOT

PROCEED.

APPROVED AS NOTED. . . . . . . . . . . . . . . . WORK COVERED BY THE

SUBMITTAL MAY PROCEED

PROVIDED IT COMPLIES WITH

NOTATIONS OR CORRECTIONS

ON THE SUBMITTAL AND

REQUIREMENTS OF THE

CONTRACT DOCUMENTS

REVISE AND RESUBMIT . . . . . . . . . . . . . . . WORK COVERED BY THE

SUBMITTAL DOES NOT COMPLY

WITH THE REQUIREMENTS OF

THE CONTRACT DOCUMENTS

AND MUST BE CHANGED TO

COMPLY AND RESUBMIT THE

ENTIRE SUBMITTAL.

EXISTING CONSTRUCTION

1. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY

ALL EXISTING ELEVATIONS, DIMENSIONS, AND CONDITIONS AS SHOWN ON

THE DRAWINGS AND REPORT ANY DISCREPANICIES TO THE ARCHITECT &

ENGINEER OF RECORD AT ONCE.

STEEL FRAMING NOTES

ALL STEEL MEMBERS EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALV.

(INCLUDING MASONRY SUPPORT LINTELS). GALVANIZED OR PAINTED WITH

TNEMEC EPOXY SYSTEM OR SIMILAR SYSTEM MEETING THE REQUIREMENTS FOR

PAINTING STRUCTURAL STEEL IN THE PROJECT SPECIFICATIONS. ALL OTHER

STEEL MEMBERS SHALL BE FURNISHED WITH A SHOP COAT OF TNEMEC RED OR

GRAY OXIDE PRIMER OR SIMILAR SYSTEM MEETING THE REQUIREMENTS FOR

PAINTING STRUCTURAL STEEL IN THE PROJECT SPECIFICATIONS. ALL PRIMERS

SHALL BE COMPATIBLE WITH TOP COATINGS SPECIFIED.

ALL STEEL MEMBERS THAT ARE TO RECEIVE SPRAY OR TROWEL APPLIED,

CEMENTITIOUS BASED, FIRE-RESISTING COATINGS SHALL BE FURNISHED

WITHOUT PRIME COATINGS UNO.

FIELD CUTTING, DRILLING, OR OTHER MODIFICATION OF STRUCTURAL STEEL

COMPONENTS IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE

STRUCTURAL ENGINEER OF RECORD. WHERE BEAM PENETRATIONS

CANNOT BE AVOIDED OR WHERE CUTTING IS REQUIRED, THE CONTRACTOR

SHALL SUBMIT, TO THE STRUCTURAL ENGINEER OF RECORD, ALL

PERTINENT INFORMATION INCLUDING PENETRATION SHAPE, SIZE,

LOCATION, AND METHOD OF CUTTING THE OPENINGS.

2. ALL STRUCTURAL STEEL HSS SQUARE/RECT SECTIONS SHALL BE ASTM A500,

GRADE B (Fy=46 ksi). ALL STRUCTURAL STEEL WIDE FLANGE SHALL BE ASTM

A992 GRADE 50. CHANNEL SHAPES AND ALL OTHER MISCELLANEOUS STEEL

SHALL BE ASTM A36 OR A572. ALL STRUCTURAL STEEL HSS ROUND SHALL BE

ASTM A500, GRADE B (Fy=42 ksi). ALL BASE PLATES SHALL BE ASTM A572-50.

3.

4.

WELD ELECTRODES SHALL BE E70XX.

5.

6.

1. UNLESS SPECIFICALLY NOTED OTHERWISE, FABRICATION AND ERECTION OF

STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS,

LATEST EDITION.

7.

WHERE FIELD AND SHOP WELDS ARE INDICATED ON THE DRAWINGS,

THEY SHALL BE THE SIZE AND TYPE NOTED. ALL WELDING OF

STRUCTURAL STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST

EDITION OF AWS D1.1 CORRESPONDING TO THE AISC SPECIFICATION

USED AND ALL WELDS INCLUDING FIELD WELDS SHALL BE MADE BY

CERTIFIED WELDERS USING E70XX ELECTRODES.

SPECIAL INSPECTION ITEMS

5. EARTHWORK (PER SECTION 1705.6).

6.

7.

8.

CONCRETE PLACEMENT (PER SECTION 1705.3)

MASONRY (PER SECTION 1705.4)

STRUCTURAL STEEL (PER SECTION 1705.2).

A.

B.

C. ALL STRUCTURAL FIELD WELDING PER AWS D1.1, EXCEPT AS FOLLOWS:

SHOP FABRICATION OF STEEL MEMBERS.

STEEL MATERIAL ID MARKINGS & CONFORMANCE TO ASTM STANDARDS.

I. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT

DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE

MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND

WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC

INSPECTION ARE MADE OF THE WORK IN PROGRESS; AND A VISUAL

INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OF

PRIOR TO SHIPMENT OF SHOP WELDING.

II. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" SIZE.

9. ADDITIONALLY, COMPLIANCE IS REQUIRED WITH FIELD QUALITY CONTROL

PROVISIONS OF THE FOLLOWING SPECIFICATION SECTIONS:

A.

B.

C.

FOOTING BOTTOMS AND EARTHWORK: SECTION 31 2000.

CONCRETE: SECTION 03 3000.

MASONRY CONSTRUCTION: SECTION 04 2000.

1. SPECIAL INSPECTION SHALL BE PROVIDED BY THE OWNER ACCORDING TO

SECTION 1704 OF IBC 2012. THE APPROVED SPECIAL INSPECTOR SHALL

DEMONSTRATE COMPETENCE FOR INSPECTION OF…