P01-657-101 100PCT Stamped Drawings Vol 1.pdf

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North

AREA OF WORK

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

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ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revisions:

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GI001

COVER - VOLUME 1 CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

657-101

55A

12/01/2022 TW MVP

100% CONSTRUCTION

DOCUMENTS

VEG 21.02

JEFFERSON BARRACKS VA MEDICAL CENTER

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

VAMC PROJECT #: 657-101

CONSTRUCT URGENT CARE CLINIC BUILDING ADDITION

SHEET INDEX - VOLUME 1RENDERED IMAGEAREA OF WORK

OCCUPATIONAL SAFETY/HEALTH DATE

INFECTION PREVENTIONIST DATE

GENERAL MAINTENANCE FOREMAN DATE

ENERGY ENGINEER DATE

CONTRACTING OFFICER'S REPRESENTATIVE DATE

CONTRACTING OFFICER DATE

VA SIGNATURE BLOCK

SHEET

NUMBER SHEET NAME

STRUCTURAL

S-001 STRUCTURAL NOTES

S-002 STRUCTURAL ABBREVIATIONS, NOTES, AND SYMBOLS

S-003 SPECIAL INSPECTIONS

S-004 LOAD KEY PLAN

SB109 CAISSON PLAN

SB110 GRADE BEAM PLAN

SB111 SLAB PLAN - FIRST FLOOR

SB410 ENLARGED STRUCTURAL PLANS

SB411 ENLARGED GRADE BEAM PLANS

SB511 FOUNDATION DETAILS

SB512 FOUNDATION DETAILS

SB513 FOUNDATION DETAILS

SB514 FOUNDATION DETAILS

SB515 FOUNDATION DETAILS

SB516 FOUNDATION DETAILS

SF110 FRAMING PLAN - OVERALL

SF111 BLAST FRAME PLAN

SF112 ROOF DIAPHRAGM BOUNDARY PLAN

SF211 FRAMING ELEVATIONS

SF212 BLAST FRAMING ELEVATIONS

SF311 FRAMING SECTIONS

SF312 FRAMING SECTIONS

SF313 FRAMING SECTIONS

SF314 FRAMING SECTIONS

SF315 FRAMING SECTIONS

SF411 ENLARGED FRAMING PLAN - MAIN ROOF

SF412 ENLARGED FRAMING PLANS

SF413 ENLARGED FRAMING PLANS

SF511 STEEL FRAMING DETAILS

SF512 STEEL FRAMING DETAILS

SF513 STEEL FRAMING DETAILS

SF514 STEEL FRAMING DETAILS

SF515 STEEL FRAMING DETAILS

SF516 STEEL FRAMING DETAILS

SF517 STEEL FRAMING DETAILS

SF518 STEEL FRAMING DETAILS

SF521 BRACED FRAME DETAILS

SF531 COLD FORM STEEL FRAMING DETAILS

SF532 BLAST FRAMING DETAILS

SF540 ROOF AND ENVELOPE DETAILS

SF611 BEAM SCHEDULE

SF621 COLUMN BASE PLATE SCHEDULES AND DETAILS

SF622 COLUMN SCHEDULE

SHEET

NUMBER SHEET NAME

GENERAL

GI001 COVER - VOLUME 1

GI003 GENERAL INFORMATION AND ABBREVIATIONS

GI004 ACCESSIBILITY STANDARDS

GI005 FIRST FLOOR DEPARTMENTAL PLAN

GI110 CODE DATA SHEET

GI111 FIRST FLOOR LIFE SAFETY PLAN

SURVEY/ MAPPING

VF101 TOPOGRAPHIC AND IMPROVEMENT SURVEY

CIVIL

C-100 CIVIL GENERAL NOTES AND LEGENDS

CD101 CIVIL - DEMOLITION PLAN

CG101 OVERLOT GRADING PLAN

CG102 EXISTING CONDITIONS MAJOR DRAINAGE BASINS

CG103 EXISTING CONDITION STORMWATER DRAINAGE PLAN

CG104 DEVELOPED STORMWATER DRAINAGE PLAN

CG105 BMP DRAINAGE AREA MAP

CG106 EROSION CONTROL PLAN INITIAL BMPS

CG107 EROSION CONTROL PLAN INTERIM BMPS

CG108 EROSION CONTROL PLAN FINAL BMPS

CG401 DETAILED GRADING PLAN

CG402 DETAILED GRADING PLAN

CG501 EROSION CONTROL BMP DETAILS

CG502 EROSION CONTROL BMP DETAILS

CG601 COORDINATE POINT SCHEDULE

CG602 DEVELOPED STORMWATER RUNOFF CALCULATIONS

CS101 CIVIL - SITE PLAN

CS301 CIVIL SITE DETAILS CONCRETE RETAINING WALL

CS501 CIVIL SITE DETAILS CURB & SIDEWALK

CS502 CIVIL SITE DETAILS POST, POLE BASE, DOME PANEL

CS503 CIVIL SITE DETAILS - WATER QUALITY CONTROL DETAILS

CS504 CIVIL SITE DETAILS - CONCRETE RETAINING AND STONE

WALLS

CU101 CIVIL - OVERALL UTILITY PLAN

CU301 SANITARY SEWER PLAN AND PROFILE

CU302 STORM SEWER PLAN AND PROFILE - 1

CU303 STORM SEWER PLAN AND PROFILE - 2

CU304 STORM SEWER PLAN AND PROFILE - 3

CU305 STORM DRAINAGE SWALE PLAN AND PROFILE

CU306 CIVIL - HYDRANT/WATER SERVICE MODIFICATION PLAN &

PROFILE

CU501 CIVIL UTILITY DETAILS WATER DISTRIBUTION SYSTEM

CU502 CIVIL UTILITY DETAILS WATER DISTRIBUTION SYSTEM

CU503 CIVIL UTILITY DETAILS - STORM AND SANITARY SEWER

CU504 CIVIL UTILITY DETAILS STORM DRAIN BASINS

CU505 CIVIL UTILITY DETAILS STORM SEWER INLET DETAILS

CU506 CIVIL UTILITY DETAILS DOWNSPOUTS AND UNDERDRAINS

CU507 CIVIL UTILITY DETAILS FUEL OIL SUPPLY LINE

CU508 CIVIL UTILITY DETAILS DETENTION STRUCTURE

CU509 CIVIL UTILITY DETAILS DETENTION STRUCTURE

CU510 CIVIL UTILITY PERMEABLE PAVEMENT PLAN

CU511 CIVIL UTILITY PERMEABLE PAVERS

CU512 CIVIL UTILITY DETAILS BIORETENTION FILTERS VAULTS

LANDSCAPE

L-001 LANDSCAPE GENERAL NOTES AND ABBREVIATIONS

LD101 LANDSCAPE DEMOLITION PLAN

LS101 SITE PLAN

LS401 ENLARGED HARDSCAPE PLANS

LS501 SITE HARDSCAPE DETAILS

LP101 OVERALL PLANTING PLAN

LP401 ENLARGED PLANTING PLANS

LP402 ENLARGED PLANTING PLANS

LP403 ENLARGED PLANTING PLANS

LP501 PLANTING DETAILS

0 100% CONSTRUCTION DOCUMENTS 12/01/2022

NOTE:

ALL RENDERINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY.

Architectural renderings are proposed and conceptual only. Architectural renderings shall not be relied upon as representations, expressed or implied of the final detail of the proposed improvements. No representations or warranties whatsoever are made that existing or future views of the project and nearby areas depicted by conceptual architectural renderings are accurate.

A. CONTRACTORS AND THEIR SUPERVISORY PERSONNEL MUST REVIEW THE GENERAL AND SUPPLEMENTARY

CONDITIONS TO THE CONTRACT.

B. WORK MUST CONFORM WITH PROJECT SPECIFICATIONS.

C. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK. QUESTIONS

WILL BE DIRECTED TO VHA COR.

D. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF

CONSTRUCTION AND THE SAFETY OF CONSTRUCTION PERSONNEL AND VISITORS.

E. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

REFER TO SPECIFICATION SECTION 01 33 23.

F. EACH CONTRACTOR AND SUBCONTRACTOR WILL EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR, IN WRITING, ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THEIR WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. COMMENCING WITH INSTALLATION WILL CONSTITUTE

ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.

G. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES. CONTACT VHA COR FOR

CLARIFICATIONS, IF REQUIRED.

H. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO THE FACE OF GYPSUM WALL BOARD (FOG), FACE OF EXPOSED MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND COLUMN GRID LINES, UNLESS OTHERWISE

NOTED OR INDICATED.

I. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS

REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR CONDITIONS THROUGHOUT.

J. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION, &

DETAIL DRAWINGS, ETC), CONTACT VHA COR FOR CLARIFICATION.

K. IF THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, SPECIFICATIONS GOVERN.

CONTACT VHA COR FOR CLARIFICATION.

L. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE VHA

COR, IN WRITING, FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

M. DISCREPANCIES MUST BE REPORTED TO THE VHA COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. NO CHANGE ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR PROCEEDING WITH THE WORK WITHOUT THE CONTRACTING OFFICER'S WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR MUST REPAIR AND/OR REPLACE UNAUTHORIZED WORK, AS INDICATED

BY THE VHA COR, AT NO ADDITIONAL COST TO THE VHA.

N. ALL DISSIMILAR METAL MATERIALS MUST BE ISOLATED WITH AN APPROVED NONMETAL ISOLATION MATERIAL

IN ACCORDANCE WITH SPECIFICATIONS.

O. ALL EXTERIOR EXPOSED STEEL MUST BE PAINTED PER SPECIFICATION SECTION 09 91 00.

P. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL PANELS, AT PENETRATIONS THROUGH THE BUILDING ENVELOPE, ETC, MUST BE SEALED, CAULKED, FLASHED OR WEATHER-STRIPPED AS REQUIRED BY SPECIFICATION SECTION 07 92 00.

Q. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING INTERIOR MATERIALS, IE WINDOW SILLS TO GWB, ACT CEILINGS TO MASONRY WALLS, ETC. REFER TO SPECIFICATION SECTION 07 92 00.

R. CONTRACTOR MUST VERIFY THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AND THEIR SERVICE

CONNECTIONS WITH THE PROPER UTILITY COMPANY, COORDINATE ANY ISSUES WITH VHA COR.

S. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ROOF OPENINGS AND ROOF

ACCESSORIES WITH OTHER TRADES. REFER TO THE ARCHITECTURAL, STRUCTURAL, PLUMBING,

MECHANICAL AND ELECTRICAL DRAWINGS FOR REFERENCE AND SPECIFICATIONS FOR REQUIREMENTS.

T. LOCATIONS AND SIZES OF CONCRETE MECHANICAL AND ELECTRICAL EQUIPMENT PADS MUST BE COORDINATED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS WITH THE SELECTED EQUIPMENT MANUFACTURER AND/OR SUPPLIER. LOCATIONS ARE TO BE APPROVED BY THE VHA COR PRIOR TO

PROCEEDING WITH THE WORK.

U. WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8" BELOW STRUCTURE, EXCEPT AT FIRE-

RATED PARTITIONS, UNLESS DETAILED OR NOTED OTHERWISE.

V. AT TELECOMMUNICATION ROOMS: PROVIDE 3/4" X 8'-0" HIGH FIRE-RETARDANT-TREATED WOOD SHEATHING OR PROVIDE PLYWOOD OVER NON-COMBUSTIBLE SHEATHING. BOTTOM TO BE LOCATED AT 4" AFF VERIFY LENGTHS AND LOCATIONS WITH ELECTRICAL DRAWINGS. REFER TO SPECIFICATION SECTION 06 10 00.

W. CEILING HEIGHTS AS SHOWN ON PLANS AND DETAILS ARE FROM SLAB OR FINISHED FLOOR TO FINISH

CEILING.

X. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE, ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS, DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS.

Y. CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER MUST HAVE THE SAME FINISHES AS

ADJOINING SPACES, UNLESS NOTED OTHERWISE.

Z. CONTRACTOR TO INSTALL WOOD BLOCKING AND PLYWOOD AS REQUIRED FOR THE MOUNTING OF ALL TOILET ACCESSORIES, MILLWORK, CASEWORK, AV EQUIPMENT, MEP ITEMS AND RADIOLOGY EQUIPMENT, ETC. REFER TO SPECIFICATIONS.

AA. PROPRIETARY PRODUCTS DESCRIBED AND/OR DRAWN IN THE DOCUMENTS MUST MEET SPECIFICATIONS.

BB. REFER TO SPECIFICATION SECTION 01 45 29 FOR ALL REQUIRED TESTING AND INSPECTIONS.

GENERAL NOTES

EARTH /

COMPACT FILL

GRAVEL /

GRANULAR FILL

CONCRETE

SAND / MORTAR /

PLASTER / CUT STONE

BRICK (SECTION)

CONCRETE

MASONRY UNIT

STONE (ELEVATION)

BATT INSULATION

ROOF INSULATION

RIGID INSULATION

ACOUSTICAL TILE

(SECTION)

GYPSUM BOARD

COVER BOARD

STEEL / METAL

FINISH WOOD

CONT WOOD BLOCKING

/ ROUGH FRAMING

CAST STONE

DISCONTINUOUS

WOOD BLOCKING /

SHIM

FIRE RETARDANT

PLYWOOD

MASONRY INSULATION

FIREPROOFING

EIFS (SECTION)

METAL / WALL PANELS

SPANDREL GLASS

MATERIALS LEGEND

PLASTIC LAMINATE

CEILING HEIGHT

SUPPLY

RETURN / EXHAUST

TYPICAL LIGHT FIXTURE

SIZE VARIES

9'-0"

REFLECTED CEILING PLAN SYMBOLS LEGEND

LINEAR PENDANT LIGHT

INDUSTRIAL STRIP LIGHT

CAN LIGHTACCESS PANEL

EXIT SIGN

SPRINKLER HEAD

ROOM NAME

A3

VIEW TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION OR DETAIL SYMBOL IDENTIFIERS

DETAIL NAME

LETTER OR NUMBER

DESIGNATOR

DRAWING

SEQUENCE NUMBER

INDICATES WHERE

TITLE IS LOCATED

DISCIPLINE DESIGNATOR (MAY

NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

AE101

DOOR

NUMBER TAG

WALL

TYPE TAG

WINDOW

TYPE TAG

CENTER LINE

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMO LINE TYPE

DEMO HATCH TYPE

VIEW NAME

1/8" = 1'-0"

AE101

AE101

A

AS101

FLOOR PLAN SYMBOLS LEGEND

AE101

EXTERIOR

INTERIOR

XX KEYNOTEREVISION TAG

DRAWING SCALE

MATERIAL

KEYNOTE

FIXTURE

KEYNOTE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

W3

######-X

XX.YYA

A

1 HOUR FIRE NEW

2 HOUR FIRE NEW

1 HOUR FIRE EXISTING

2 HOUR FIRE EXISTING

0 HOUR SMOKE PARTITION NEW

0.5 HOUR SMOKE NEW

1 HOUR FIRE/SMOKE NEW

2 HOUR FIRE/SMOKE NEW

SMOKE EXISTING

0.5 HOUR SMOKE EXISTING

1 HOUR FIRE/SMOKE EXISTING

2 HOUR FIRE/SMOKE EXISTING

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revisions:

C :\R ev it

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GI003

GENERAL INFORMATION AND

ABBREVIATIONS

CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

657-101

55A

12/01/2022 TW MVP

100% CONSTRUCTION

DOCUMENTS

VEG 21.02

SCRN SCREEN

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

T TREAD

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

TG TONGUE & GROOVE

THK THICK (NESS)

THRU THROUGH

TKBD TACK BOARD

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TPO THERMOPLASTIC POLYOLEFIN

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VB VAPOR BARRIER (VPR BR)

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HYDRANT / WATER HEATER

WP WATERPROOFING / WORKING POINT

WR WEATHER RESISTANT

WSF WELDED SEAM SHEET FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

X, Y, Z, MISC

& AND

@ AT

XPS EXTRUDED POLYSTYRENE

YD YARD

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PETG POLYETHYLENE TEREPHTHALATE GLYCOL

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYETHYLENE

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER TO

REF REFRIGERATOR

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RFG ROOFING

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

RSF RESILIENT SHEET FLOORING

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SC SOLID CORE

SCH SCHEDULE

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR CONDITIONING

HW HOT WATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

ILSM INTERIM LIFE SAFETY MEASURES

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JSN JOINT SCHEDULE NUMBER

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

KPL KICK PLATE

L

L LONG / LENGTH

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

LVT LUXURY VINYL TILE

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MH MENTAL HEALTH

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRIC

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FIXTURES, FURNITURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH / FINISHED

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOG FACE OF GYPSUM BOARD / WALL

FOM FACE OF MASONRY

FOS FACE OF STUDS

FR FIRE RATED

FRMG FRAMING

FRP FIBER REINFORCED PANEL

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS / GLAZING

GOVT GOVERNMENT

GPM GALLON PER MINUTE

GSF GROSS SQUARE FEET

GWB GYPSUM WALL BOARD

GYP GYPSUM

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ARCH PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AV AUDIO / VISUAL

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

B

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

C

C COURSE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLOS CLOSET

CLR CLEAR / CLEARANCE

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CPT CARPET

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

ARCHITECTURAL ABBREVIATIONS

0 100% CONSTRUCTION DOCUMENTS 12/01/2022

A. ALL DIMENSIONS ARE MEASURED FROM THE FINISH FLOOR AND THE FINISH WALL, UNLESS NOTED OTHERWISE. ACCESSIBILITY GUIDELINES ARE BASED ON “PG-18-13 VA BARRIER FREE DESIGN

STANDARD” AND THE “ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS).”

B. ACCESSIBLE UNOBSTRUCTED REACH RANGES:

1. FORWARD REACH = 15" MIN TO 48" MAX

2. SIDE REACH = 15" MIN TO 48" MAX

C. DOOR HARDWARE (TO CENTER OF HARDWARE):

STANDARD MOUNTING HEIGHTS:

1. PUSH PLATES = 42"

2. PULL HANDLES = 42"

3. KNOBS / LEVERS = 40"

4. PANIC DEVICE = 42" CL OF BAR

5. KICKPLATES:

a. WIDTH = DOOR WIDTH MINUS 2"

b. CENTER HEIGHT = 16" FROM BO DOOR

6. THRESHOLDS:

a. STANDARD = 1/2" MAX

b. EXTERIOR SLIDING DOORS = 3/4" MAX

D. DRINKING FOUNTAINS & ELECTRICAL WATER COOLERS (TO SPOUT):

1. STANDARD = 38" MIN TO 43" MAX

2. ACCESSIBLE = 36" MAX (27" MIN CLEAR KNEE SPACE)

E. COUNTERTOPS (TO SINK RIM / COUNTERTOP):

1. ACCESSIBLE = 28" MIN TO 34" MAX

F. WATER CLOSETS (TO TOP OF SEAT):

1. STANDARD = 14" TO 15"

2. ACCESSIBLE (TO TOP OF SEAT) = 17" TO 19"

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

G. URINALS (TO RIM):

1. STANDARD = 24" MAX

2. ACCESSIBLE = 17" MAX

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

H. LAVATORIES (TO SINK RIM / COUNTERTOP):

1. STANDARD = 36" MAX

2. ACCESSIBLE = 34" MAX (29" MIN CLEAR KNEE SPACE)

I. MIRRORS:

1. TO B/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 40" MAX

2. TO T/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 74" MIN

J. GRAB BARS - ACCESSIBLE (TO TOP OF BAR):

1. WATER CLOSETS = 33" MIN TO 36" MAX

2. SHOWERS = 33" MIN TO 36" MAX (FROM BO SHOWER)

3. BATHTUBS:

a. TOP BAR = 33" MIN TO 36" MAX

b. BOTTOM BAR = 9" ABOVE TOP OF TUB

K. SHOWER HEADS (FROM FLOOR TO HEAD):

1. STANDARD = 72" TO 84"

2. ACCESSIBLE = SPRAY UNIT WITH HOSE 60" LONG MIN

3. ACCESSIBLE FIXED SHOWER HEAD = 48" AFF

L. SHOWER CONTROLS (TO CONTROL AREA):

1. STANDARD = 48" MAX (TO TOP)

2. ACCESSIBLE = 38" MIN TO 48" MAX

M. SHOWER ROD (FROM FLOOR TO CL): STANDARD = 78" MAX

N. TOILET PARTITIONS:

1. TO BOTTOM = 12"

2. TO TOP = 70"

O. URINAL PARTITIONS:

1. TO BOTTOM = 18"

2. TO TOP = 60"

P. TOILET PAPER DISPENSER (TO CL OF OUTLET):

1. STANDARD = 24"

2. ACCESSIBLE = 15" MIN TO 48" MAX

Q. WALL MOUNTED SOAP DISPENSER (TO CL OF PUSH BUTTON):

1. STANDARD = 40"

2. ACCESSIBLE = VARIES (REFER TO OBSTRUCTED AND UNOBSTRUCTED REACH RANGES)

3. ACCESSIBLE SIDE REACH = 46" MAX ABOVE SINK IN COUNTER

R. PAPER TOWEL DISPENSER / WASTE RECEPTACLE (TO TOWEL SLOT):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

S. WARM AIR HAND DRYER (TO PUSH SWITCH):

1. STANDARD = 44" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

T. SANITARY NAPKIN DISPENSER (TO CL OF COIN SLOT):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

U. SANITARY NAPKIN DISPOSAL (TO TOP OF UNIT):

1. STANDARD = 28" MAX

2. ACCESSIBLE = 19" MIN TO 24" MAX (TO OPENING).

V. TOILET SEAT COVER DISPENSERS (TO OPENING):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

W. SHELVES: ACCESSIBLE = 48" MAX

X. COAT HOOKS:

1. STANDARD = 68"

2. ACCESSIBLE = 48" MAX

Y. CHALKBOARDS, TACKBOARDS & MARKERBOARDS:

1. STANDARD = 32" TO 39" (TO BO BOARD OR CHALK TRAY)

2. STANDARD = 80" (RECOMMENDED, TO TOP OF BOARD)

Z. THERMOSTATS & CONTROL DEVICES (TO TOP):

1. ACCESSIBLE FORWARD REACH = 48" MAX

2. ACCESSIBLE SIDE REACH = 48" MAX

AA. LIGHT SWITCHES & CARD READERS (TO CL):

1. LOCATE 6" FROM DOOR JAMB

2. ACCESSIBLE = 48" MAX

BB. CONVENIENCE RECEPTACLES / ELECTRICAL / TELEPHONE / DATA (TO CL):

1. STANDARD = 18"

2. ACCESSIBLE = 15" MIN

CC. EXIT LIGHTS - WALL MOUNTED:

1. 2" BELOW CEILING

2. 2" MIN ABOVE DOOR FRAME EQUAL SPACE FROM CEILING TO TOP OF FRAME

DD. FIRE EXTINGUISHERS (TO TOP UNLESS NOTED OTHERWISE):

1. GROSS WT 40 LBS OR LESS = 60" MAX

2. GROSS WT MORE THAN 40 LBS = 42" MAX

3. ACCESSIBLE = 40" MAX (TO BO CABINET)

EE. FIRE ALARM PULL STATION (TO LEVER):

1. STANDARD = 48" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX

3. ACCESSIBLE SIDE REACH = 48" MAX

FF. SMOKE AND / OR HEAT DETECTORS:

1. STANDARD = CEILING HEIGHT

GG. HORN / SPEAKER / VISUAL SIGNALS:

1. STANDARD = 80" AFF OR 6" BELOW CEILING - WHICHEVER IS LOWER

HH. ROOM SIGNAGE (TO CL):

1. STANDARD = 60" HIGH AFF & WITHIN 18" HORIZ OF LATCH SIDE OF DOOR

GENERAL NOTES

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

NOTE: PARTITION DOOR IS

TO BE LOCATED OPPOSITE

OF WC LOCATION

5' - 6"

1'-4" MIN

1'-6" MAX

6'

T-SHAPED

TURNING

SPACE

SPOUT SHALL BE WITHIN

5" OF FRONT AND SHALL

DIRECT FLOW PARALLEL

TO FRONT. FLOW SHALL

BE A MIN OF 4" HIGH.

3' - 0"1' - 0" 1' - 0"

5' - 0"

1' -3

M

IN

5"

2'

3'

M

IN

ACCESSIBLE

FOUNTAIN

STANDING

FOUNTAIN

PLAN

ELEVATION

T O

S P

O U

T

3'

M A

X

C

LE

A R

2'

M

IN

SPOUT SHALL BE WITHIN

5" OF FRONT AND SHALL

DIRECT FLOW PARALLEL

TO FRONT. FLOW SHALL

BE A MIN OF 4" HIGH.

3'

M A

X

2'

M

IN

9" M

IN

6" MAX

8" MIN

5" MAX

MIN

1' - 3"

SECTION

M

IN

3" M

A X

M A

X

A C

C E

S S

IB

LE

FIRE EXTINGUISHER

CABINET

LB

S

2"

M A

X

LB

S

0"

M A

X

LIGHT SWITCH

M A

X

4'

MAX

1' - 0"

2"

THERMOSTAT

M

IN

1'

RECEPTACLE

6" TYP

MIN

1' - 0"

MIN

1' - 6"

PULL SIDE

PUSH SIDE

MIN

2' - 0"

MIN

2' - 0"

PULL SIDE

PUSH SIDE M

IN

4'

M

IN

4'

1' - 10"

MIN

3' - 0"

PULL SIDE

PUSH SIDE M

IN

4'

M

IN

5'

MIN

1' - 10"

MIN

3' - 6"

PULL SIDE

PUSH SIDE

M

IN

4'

M

IN

4'

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

APPROACH

APPROACH

5'

M

IN

4'

M

IN

SANITARY

NAPKIN

DISPOSAL

TOILET PAPER

DISPENSER

1'

M

IN

SOAP DISPENSER

( 4" MAX PROJ)

MIRROR

SANITARY

NAPKIN

DISPENSER

INTEGRAL WASTE

DISPOSAL WHERE

APPLICABLE

( 4" MAX PROJECTION)

TOWEL

DISPENSER

PAPER TOWEL

DISPENSER

(4" MAX PROJECTION)

BABY CHANGING

STATION

PASS-THRU

PAPER TOWEL DISPENSER

(4" MAX PROJECTION)

R E

F

LE

C T

IV

E

S U

R F

A C

E

3'

M A

X T

O B

O

4'

M A

X

4'

M A

X

4'

/2

R E

F

LE

C T

IV

E

S U

R F

A C

E

6'

M

IN

T O

T O

P O

F

CLEAR

FLOOR

SPACE

2' -1

M

A X

1' -5

M

IN

2' - 6" MIN

4'

M

IN

2'

0"

M A

X

6" MAX

9" M

IN

PLAN

11" MIN

2'

M

IN

8" MIN

LINE OF

WHEELCHAIR

2'-1" MAX

1' - 5" MIN

SECTION

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

B O

O P

E N

IN

G

1'

M

IN

WATER CLOSET FLUSH

HANDLES SHALL BE

LOCATED ON THE TRANSFER

SIDE OF THE STOOL

MIN

2' - 0"

1' - 6" MAX

1' - 4" MIN

DISPENSER

T O

T O

P O

F B

A R

2'

T O

MIN\

1' - 0"

ELEVATION

GRAB BAR SUPPORTS

250 LBS FORCE (TYP)

T O

P O

F O

P E

N

IN

G

4' -0

M

A X

DISPENSER

1/

2" B

O O

P E

N

IN

G 1'

M

IN

T /O

S E

A T

T

O

4' - 6" MIN

T O

T O

P O

F B

A R

2"

T O

MAX

1' - 0"

7" TO 9"

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revisions:

C :\R ev it

\2 1.

_U

R G

E N

T C

A R

E _A

R C

H _R

_a w al de n3

Q P

X Z

.r vt

/8

/2

:2 1:

A

M

GI004

ACCESSIBILITY STANDARDS CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

657-101

55A

12/01/2022 TW MVP

100% CONSTRUCTION

DOCUMENTS

VEG 21.02

1/2" = 1'-0"

ACCESSIBLE WATER CLOSET CLEAR FLOOR SPACE

1/2" = 1'-0"

ACCESSIBLE ELECTRICAL WATER COOLER GUIDELINES

1/2" = 1'-0"

FIRE EXTINGUISHER CABINET MOUNTING HEIGHT

1/2" = 1'-0"

SWITCH & RECEPTACLE MOUNTING HEIGHTS

6 1/2" = 1'-0"

ACCESSIBLE DOOR APPROACH CLEARANCES

1/2" = 1'-0"

TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS

1/2" = 1'-0"

ACCESSIBLE WALL HUNG SINK CLEARANCES

1/2" = 1'-0"

ACCESSIBLE WATER CLOSET ELEVATION

9 1/2" = 1'-0"

ACCESSIBLE WATER CLOSET SECTION

UP

DN

124 SF

EXAM

68 SF

TOILET

54 SF

TOILET

56 SF

TOILET

135 SF

SAT LAB

135 SF

TRIAGE

58 SF

TOILET

56 SF

TOILET

47 SF

ANTE

152 SF

EXAM

120 SF

TREATMENT

64 SF

STAFF TLT

67 SF

PRINTER

73 SF

MEDICATION

74 SF

NOURISHMENT

74 SF

CLEAN UTILITY

78 SF

SOILED UTILITY

80 SF

TOILET

438 SF

PROCEDURE

59 SF

STORAGE

74 SF

DRESSING

123 SF

STAFF LOUNGE

40 SF

HAC

346 SF

TEAM WORKROOM

108 SF

VESTIBULE

139 SF

CONTROL

133 366 SF

CORR

C106B

26 SF

STRETCHER

156 SF

WAITING

115 SF

CHECK-IN

15 SF

WATER FOUNTAIN

7 SF

EMERG CART

116 SF

IMAGING

SUB-WAITING

484 SF

CORRIDOR

C100

334 SF

CORR

C101

378 SF

CORR

C102

422 SF

CORR

C103A

191 SF

CORR

C103B

245 SF

CORR

C104

168 SF

CORR

C105A

168 SF

CORR

C105B

517 SF

CORR

C106A

135 SF

INTERVENTION

122 SF

MH EXAM

124 SF

EXAM

62 SF

CLEAN LINEN

44 SF

IMAGING EQUIP

212 SF

EXAM

DEPARTMENT LEGEND

CIRCULATION

IMAGING PATIENT CARE AREA

MEP INFRASTRUCTURE

PATIENT CARE AREA

RECEPTION AREA

STAFF AND ADMIN AREA

SUPPORT AREA

95 SF

ELECT

90 SF

EQUIP STOR

169 SF

IT/COMM

430 SF

MECHANICAL

KEY PLAN

Plan North

True North

BLDG 55

BLDG

55A

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revisions:

C :\R ev it

\2 1.

_U

R G

E N

T C

A R

E _A

R C

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_a w al de n3

Q P

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.r vt

/8

/2

:2 1:

A

M

GI005

FIRST FLOOR DEPARTMENTAL

PLAN

CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

657-101

55A

12/01/2022 TW MVP

100% CONSTRUCTION

DOCUMENTS

VEG 21.02

32'16'8'4'2'0'

1/8" = 1'-0"

FIRST FLOOR DEPARTMENTAL PLAN

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revisions:

C :\R ev it

\2 1.

_U

R G

E N

T C

A R

E _A

R C

H _R

_z m ill er 4N

R T

Z .r vt

/9 /2

:2

7:

A M

GI110

CODE DATA SHEET CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

657-101

55A

12/01/2022 TW ZAM

100% CONSTRUCTION

DOCUMENTS

VEG 21.02

0 100% CONSTRUCTION DOCUMENTS 12/01/2022

FIX FIX

UP

DN

NEW BUSINESS

8849 SF

PEDESTRIAN WALKWAY (PW)

NEW AMBULATORY HEALTH CARE (NAHC),

STORAGE (S),

NEW ASSEMBLY (NA)

NEW BUSINESS

476 SF

FIX FIX

FEC

UP

DN

FEC

PROCEDURE

CONTROL

DRESSING

STORAGE

E

LE

C T

STAFF

LOUNGE

HAC

CORR

STRETCHER

CORR

STAFF TLT

EQUIP STOR

TREATMENT

EXAM

TOILET

A N

T E

TOILET

SAT LAB

CORR

TOILET

TOILET

TRIAGE

CORR

PRINTERCHECK-IN

CORRIDOR

VESTIBULE

WAITING

IMAGING

SUB-WAITING

SOILED

UTILITY

EXAM MH EXAM INTERVENTION

CORR

TEAM

WORKROOMEXAM

CLEAN

UTILITY

NOURISHMENT

MEDICATION

CORR

CORR

CORR

C L

E A

N L

IN

E

N

TOILET

EXAM

CORR

TOILET

MECHANICAL

MECHANICALIT/COMM

0.3

0.2

C Door (Exit Discharge) 0.2 72 68.5 / 0.20 = 342 342

C Door (Exit Discharge) 0.2 72 68.5 / 0.20 = 342 342

C Door (Exit Discharge) 0.2 144 140.5 / 0.20 = 702 702

1,386

Exit Discharge D (ED-1C)

Exit Discharge A (ED-1A)

Exit Discharge B (ED-1B)

Occ Load Capacity (Calculated)

Occ Load Demand (Calculated)

Stair Multiplier

Door Multiplier

Urgent Care Clinic (21.02)

Exit Components

M u lt ip lie r

Story 01 - Addition

S iz e (I n

C lr

W id th

In

M u lt ip lie r

O cc u p an ts

L o w es t O

L

OL

Assembly (Auditoriums, Lecture Halls & Libraries) A-3a 26 13 0.10 0.20 0.07 0.07 0.05

Business B 49 25 1.00 1.00 0.63 0.63 0.49

Factory and Industrial F-1/2 3 2 0.02 0.02 0.02 0.02 0.01

Storage S-1/2 3 2 0.02 0.02 0.02 0.02 0.00

81 42

1.14 1.24 0.73 0.73 0.55

2 2 1 1 1

0 0 0 0

TOTALS (Required) : WCs + LAVs + DFs

Urgent Care Clinic (21.02)

Classification (Description)

Plumbing Fixtures (IBC Table 2902.1 - 2021)

STORY 01 - Addition

T O

T A

L O

L

WC Lav

DF

(M)(F) (M) (F) (M) (F)

TOTALS : Areas, Occupant Loads & Egress Widths

TOTALS : WCs + LAVs + DFs

TOTALS (Provided) : UNISEX (Public)

TOTALS (Provided) : WCs + LAVs + DFs

4 4

TOTALS (Provided) : UNISEX (Staff) 1 1

TOTALS (Provided) : UNISEX (Exam) 2 2

OL

ASSEMBLY USE

LESS CONCENTRATED (LC) USE W/O FIXED SEATING 15 sf ● A-3a 379 sf 26 379 sf 3.1% 26 27.7% 26

BUSINESS USE (OTHER THAN CONCENTRATED OR COLLABORATIVE) 150 sf ● B 4,781 sf 32 4,781 sf 38.7% 32 34.0% 32

HEALTH CARE USE

INPATIENT TREATMENT DEPARTMENTS 240 sf ● B 437 sf 0 437 sf 3.5% 0 0.0% 0

CARE RECIPIENTS B 1 1 1.1% 1

CARE GIVERS B 1 1 1.1% 1

VISITORS B 0 0 0.0% 0

AMBULATORY HEALTH CARE 100 sf ● B 1,490 sf 0 1,490 sf 12.1% 0 0.0% 0

CARE RECIPIENTS B 8 8 8.5% 8

CARE GIVERS B 3 3 3.2% 3

VISITORS B 4 4 4.3% 4

STORAGE USE

STORAGE (IN OTHER THAN STORAGE/MERCANTILE OCCUPANCIES) 300 sf ● S-1/2 705 sf 3 705 sf 5.7% 3 3.2% 3

ACCESSORY (IBC)

MECHANICAL (ADDITION) 300 sf ● F-1/2 857 sf 3 857 sf 6.9% 3 3.2% 3

MECHANICAL (EXISTING) 300 sf ● F-1/2 3,688 sf 13 3,688 sf 29.8% 13 13.8% 0

NON-NET FLOOR AREA 21 sf 21 sf 0.2%

12,358 sf 94 12,358 sf 100% 94 100% 81

131 131

DT

TOTALS : Areas & Occupant Loads

AVERAGE OL FACTOR

Total Area

BT% CT%

Total

OL

A re a/ O cc

G ro ss

Area

USE

Total Occupant Load (MOE)

Urgent Care Clinic (21.02) STORY 01 - Addition TOTALS

Total

OL

(PF)

NFPA 101 LSC (2021) Table 7.3.1.2 Occupant Load Factor Occupant Load Calc

C la ss ifi ca tio n

N et BT CTA B1 C1

C4 FIRST FLOOR PLAN - OCCUPANCY CLASSIFICATIONS

1/16" = 1'-0"

F4 FIRST FLOOR PLAN - OCCUPANT LOADS

1/16" = 1'-0"

2-HR FIRE BARRIER (2FB) SERVING

TO SEPARATE THE (2) DIFFERENT

CONSTRUCTION TYPES (CT).

AMBULATORY HEALTH

CARE

ASSEMBLY LC

BUSINESS USE

IP TREATMENT DEPT

MECHANICAL

(ADDITION)

MECHANICAL

(EXISTING)

STORAGE

LEGEND - OCCUPANT LOAD

CONSTRUCTION TYPE (CT)

IIB - IBC & II (000) - LSC

CONSTRUCTION TYPE (CT)

IB - IBC & II (222) - LSC

ADDITION CT

IB - IBC & II (222) - LSC

C1 FIRST FLOOR PLAN - MOE CAPACITY MATRIX

NO SCALE

Contract Date (CO Signed) = 01.22.21

ASME Code for Pressure Piping

ASME A17.1 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (2019)

New Ambulatory Health Care (NAHC) - LSC

Group B - Ambulatory Care Facility (B-NACF) - IBC

Not Applicable

Storage (S) - LSC

Group S-2 Moderate-Hazard Storage - IBC

New Assembly (NA) - LSC

Group A-2 Assembly - IBC

Not Applicable

Storage is >10% GBA

Not Applicable

Ambulatory Care Facility

High Rise Building (If (2) Stories are added to existing)

New Business (NB) - LSC

Group B Business - IBC

Not Applicable

Not Applicable

Not Applicable

Not Applicable

Not Applicable

Not Applicable

Not Applicable

Not Applicable

(4) Stories

(1) Story

75'-0"

19'-0"

92,000 SF

10,000 SF

512.0' (100.0')

512.0' (100.0')

No

No

IB

II (222)

IIB

II (000)

0 Hours

0 Hours

0 Hours

0 Hours

0 Hours

(0) Feet

2021 Bldg separated from 2012 Bldg with 2FB (LSC)

0 Hours

Not Applicable

Miscellaneous

Occupational, Safety and Health Administration (OSHA) Standards

Building Code Requirements for Reinforced Concrete, ACI and Commentary (ACI 318)

Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings (AISC)

United States Pharmacopeial Convention (USP)

USP Chapter 797, Pharmaceutical Compounding: Sterile Preparations (12.01.19)

USP General Chapter 800 Hazardous Drugs - Handling in Healthcare Settings (12.01.19)

CDC - NIH Bio-Safety in Microbiological and Biomedical Laboratories (BMBL)

Architectural Barriers Act Accessibility Standards (ABAAS) 2015

ASHRAE

ASHRAE Standard 15 Safety Code for Mechanical Refrigeration

ASHRAE Standard 34 Designation and Safety Classification of Refrigerants

ASHRAE Standard 90.1

ASHRAE Standard 170 Ventilation of Health Care Facilities

ANSI/AIHA Z9.5 – Laboratory Ventilation

ASME

ASME Boiler and Pressure Vessel Code

NFPA 80, Standard for Fire Doors and Other Opening Protectives - 2019

NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating Systems, 2021

NFPA 90B, Standard for the Installation of Warm Air Heating and Air-Conditioning Systems, 2021

NFPA 70 National Electrical Code - 2020 (NEC)

International Code Council (ICC)

International Building Code - 2021 (IBC)

International Plumbing Code - 2021 (IPC)

Accessibility

PG-18-13 VA Sustainable Design Manual (01.01.17, revised 11.01.18)

NFPA National Fire Codes (Exceptions : NFPA 5000 and NFPA 900)

NFPA 101 Life Safety Code - 2021 (LSC)

Referenced Publications (Applicable but not all inclusive)

NFPA 1 Fire Code - 2021

NFPA 10 Standard for Portable Fire Extinguishers - 2018

NFPA 13 Standard for the Installation of Sprinkler Systems - 2019

NFPA 14, Standard for the Installation of Standpipe and Hose Systems - 2019

NFPA 54, National Fuel Gas Code, 2021

NFPA 72, National Fire Alarm and Signaling Code - 2019

Plumbing Design Manual (05.01.21)

VA Signage Design Guide (09.01.21)

PG-18-13 VA BIM & CAD Standards (02.2017)

PG-18-14 Room Finishes, Door, & Hardware Schedule (04.10.17)

PG-18-15 A/E Design Submission Requirements (Volume C - Minor and NRM Projects)

PG-18-17 Environmental Planning Guidance - NEPA Interim Guidance ‐ Projects (09.30.10)

VA DESIGN GUIDES (DG)

National Fire Protection Association (NFPA)

PG-18-5 Equipment Guide List (12.2019)

H-18-8 Seismic Design Requirements (05.01.20)

PG-18-9 Space Planning Criteria (02.21.21)

Architectural Design Manual (08.01.14)

Electrical Design Manual (12.01.19)

Lighting Design Manual (12.01.15)

HVAC Design Manual (11.01.17)

Interior Design Manual (11.01.20)

Physical Security and Resiliency Design Manual (09.01.21)

VA DIRECTIVES

VA DESIGN MANUALS (DM)

VA Fire Protection Design Manual (8th Edition - 06.01.21)

VA PROGRAM GUIDES (PG-#-#)

PG-18-1 VA Master Specifications

PG-18-3 Design & Construction Procedure (07.01.21)

PG-18-4 VA Standard Details

Separated Occupancies

Non-Separated (Mixed)

Separated & Non-Separated

Accessory Occupancies

Special Provisions

Special Occupancies

Provided

Gross Floor Area by Story (SF)

Number of Stories

Allowable (Tabular)

Provided

Building Height

New Building (2021)

Existing Building (2021)

(1) story addition (approximately 10,000 sf) to an existing (3) story building (approximately 28,500 SF per story). The existing building's Construction Type (Type

IB - IBC & II (222) - LSC) was chosen for possible vertical additions. The addition's Construction Type

(Type IIB - IBC & II (000) - LSC) was chosen based on the minimal requirements if this was a stand-alone building. A 2-Hr Fire Barrier between the existing building and the addition creates (2) separate buildings.

Occupancy(s) - Main

LSC

New Addition (2021)

A D

M

IN

IS

T

R A

T

IO

N

PROJECT INFORMATION

Owner / Tenant

VA St. Louis Health Care System

1 Jefferson Barracks Drive St. Louis, MO 63125

REGULATORY

Existing Building (2012)

PROJECT SCOPE

IBC

New Construction (NC)

Addition to Existing (AD)

New Construction (NC)

Addition to Existing (AD)

Modification (MD)

Renovation to Existing

Alteration Level 1 (A1)

B U

IL

D

IN

G

P L

A N

N

IN

G

USE AND OCCUPANCY CLASSIFICATION

Existing Building (2012)

New Building (2021)

Occupancy(s) - Main

Separated Occupancies

Required Separation of Occupancies

BUILDING DATA

New Building (2021)

Non-Separated (Mixed)

Separated & Non-Separated

Accessory Occupancies

Incidental Uses

Special Provisions

Special Occupancies

Allowable (Tabular)

Provided

Building Area

Allowable (Tabular)

Grade Plane Elevation

Lowest Level of Fire Department Vehicle Access

Special Conditions

Penthouse(s)

Special Detailed Requirements (IBC)

Nonbearing Walls - Interior

Floor Construction & Secondary Members

Roof Construction & Secondary Members

Fire Separation Distance (FSD)

CONSTRUCTION CLASSIFICATION

Construction Classification (IBC)

Construction Classification (LSC)

Building Elements FRR (Hours)

Primary Structural Frame

Bearing Walls - Interior

Construction Classification (IBC)

Construction Classification (LSC)

Exterior Wall FRR (Hours)

Projections

Fully

NFPA 13 - 2019

NB/Group B Business : Not Required

No

No

See DRAWINGS

Yes

NFPA 72 - 2019

New Business : Not Required (LSC 38.3.4.1)

No

No

No

No

No

Yes

No

No

No

0-Hours (New Business)

Not Applicable

Not Applicable

Not Applicable

Not Applicable

Not Applicable

Sprinklered

Required - Provided based on New Business

Class A or B

Class A, B, or C

Class II

Not Applicable

See DRAWINGS (GI110)

See DRAWINGS (GI110)

Means of Egress = 1 footcandle

Means of Egress = Vestibules and Exit Discharges

Electrical Equipment Rooms

0.2 Inches per Occupant

New Business (LSC)

300 Feet

100 Feet

50 Feet

72 Inches

44 Inches (LSC)

72 Inches (LSC)

72 Inches (PG 18-13)

60 Inches (PG 18-13)

32 Inches (Minimum)

No

No

No

No

See DRAWINGS (GI110)

Yes

Yes

Yes

Yes

Yes

Yes

See DRAWINGS (GI110)

See DRAWINGS (GI110)

No

Yes

Yes

4A Mixed Humid

Yes

No

No

Yes

No

No

Class A (All)

Class C (IIB)

No

No

No

No

No

No

Yes - Canopies

OCCUPANT LOAD (OL)

Alternating Automatic Fire-Extinguishing Systems

Standpipe System

FIRE PROTECTION SYSTEMS

Automatic Sprinkler System

Design Criteria

Occupancy(s) & Locations Where Required

Portable Fire Extinguishers (PFE)

Fire Alarm and Detection Systems

Design Criteria

Occupancy(s) & Locations Where Required

Emergency Voice/Alarm Communications System

Smoke and Heat Removal

Fire Command Center (FCC)

Emergency Alarm System

Smoke Control Systems

Emergency Responder Safety Features

Carbon Monoxide Detection

FIRE-RESISTANCE RATINGS (FRR)

Corridors

Fire Department Connections (FDC)

Fire Pumps

Special Rooms or Spaces

Interior Exit Stairway (IES)

Occupancy Separations

Control Areas (Hazardous Materials)

Vertical Openings (VO)

Corridors and Exit Access Stairway Enclosures

Rooms and Enclosed Spaces

Interior Floor Finish and Floor Covering

Decorative Materials and Trim

INTERIOR FINISHES

Wall and Ceiling Finishes

Interior Wall and Ceiling Finish Materials

O C

C

PLUMBING FIXTURES (PF)

F

IR

E P

R O

T E

C T

IO

N

Other Means of Egress (Doors, Corridors, Aisles, Ramps)

EXIT ACCESS

Travel Distance Requirements

Exit Access Travel Distance (EATD)

Common Path of Egress Travel Distance (CPOETD)

GENERAL MEANS OF EGRESS

Means of Egress - Illumination

Power Source - Normal

Power Source - Emergency Electrical System

Occupant Multiplier Factor (Inches/Occupant)

Corridor Width - Required (Minimum)

Occupant Load > 50 Occupants

Dead-End Corridors (DEC)

Corridor Requirements

Corridor Width - Provided

Door Requirements

Door - Clear Width (Inches)

Hardware

Stretcher - Outpatient Medical

Patient Care Areas - Accessible Route

Administrative Areas - Accessible Route

Delayed-Egress Doors?

Electrically Locked Egress Doors?

Electromagnetically Locked Egress Doors?

Special Doors

Number of Means of Egress

(2) Means of Egress - Minimum

Maximum OL of Story

OL > (50) occupants (Groups A, B, E, F, M, U)

Electrical Equipment Room

Boiler Room (>500 sf & 400K Btu)

OL = 1 - 500 Occupants = (2) Exits or Exit Access

Maximum OL of Space (Sprinklered)

Furnace Room (>500 sf & 400K Btu)

Accessible Means of Egress (2 per Story)

EXITS

Number of Exits

EXIT DISCHARGE

Number of Exit Discharges

OTHER MEANS OF EGRESS

Exit Discharge Exceptions

B U

IL

D

IN

G

E N

V E

L O

P E

EXTERIOR WALLS (EW)

Climate Zones (IECC)

Performance Requirements

Roof Access?

M E

A N

S O

F E

G R

E S

S

Weather Protection - Water-Resistive Barrier (WRB)

Vertical and Lateral Flame Propagation (Type I/II/III/IV)

Ladder (Permanent)

Materials

Installation of Wall Coverings

Combustible Materials on the Exterior Side of EW

Metal Composite Materials (MCM)

Exterior Insulation and Finish Systems (EIFS)

High-Pressure Decorative Exterior-Grade Compact Laminates

(HPL)

ROOF ASSEMBLIES

Performance Requirements

Weather Protection

Fire Classification

Minimum Roof Covering Classification (Types of Const)

Requirements for Roof Coverings

Performance Requirements

ROOFTOP STRUCTURES

Tanks

Penthouses

Mechanical Equipment Screens

Cooling Towers

Towers, Spires, Domes and Cupolas

Other Rooftop Structures

SPECIAL CONSTRUCTION

Awnings and Canopies

01 PROVIDE SPRAYED-ON FIREPROOFING PER

078100 APPLIED FIREPROOF IN ADDITION WITH A

CONSTRUCTION TYPE OF IB (IBC) & II (222) (LSC).

D1 FIRST FLOOR PLAN - PLUMBING FIXTURE MATRIX

NO SCALE

F1 FIRST FLOOR PLAN - OCCUPANT LOAD MATRIX

NO SCALE

FEC

FIX FIX

FEC

UP

DN

FEC

LIFE SAFETY PLAN LEGEND

SEMI RECESSED FIRE EXTINGUISHER CABINET

EXIT DISCHARGEED

EXIT ACCESSEA

EXITEX

MOST REMOTE LOCATION

EXIT ACCESS CORRIDOR - PUBLIC (EAC-P)

HAZARDOUS AREA PROTECTION

EXIT ACCESS CORRIDOR - STAFF (EAC-P)

EXIT ACCESS CORRIDOR - STAFF (EAC-P)

DE

A1

A2

BE

C1

C3

C6

C9

D3

D1

D2

1 2 43 85 7 96 13

PROCEDURE

CONTROL

DRESSING

STORAGE

E

LE

C T

STAFF

LOUNGE

HAC

CORR

STRETCHER

CORR

STAFF TLT

EQUIP STOR

TREATMENT

EXAM

TOILET

A N

T E

TOILET

SAT LAB

CORR

TOILET

TOILET

TRIAGE

CORR

PRINTERCHECK-IN

CORRIDOR

VESTIBULE

WAITING

IMAGING

SUB-WAITING

SOILED

UTILITY

EXAM MH EXAM

INTERVENTION

CORR

TEAM

WORKROOMEXAM

CLEAN

UTILITY

NOURISHMENT

MEDICATION

CORR

CORR

CORR

C L

E A

N L

IN

E

N

TOILET

EXAM

CORR

TOILET

E A

E A

EA

E D

E D

E D

ED

ED

EA

E A

E A

E X

E X

EX

E X

EX

EX

ED

ED-1.B

ED-1.C

ED-1.A

B1

MECHANICALIT/COMM

KEY PLAN

GENERAL NOTES

Plan North

True North

BLDG 55

BLDG

55A

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Number:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Revisions:

C :\R ev it

\2 1.

_U

R G

E N

T C

A R

E _A

R C

H _R

_z m ill er 4N

R T

Z .r vt

/9 /2

:2

7:

A M

GI111

FIRST FLOOR LIFE SAFETY PLAN CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

657-101

55A

12/01/2022 TW ZAM

100% CONSTRUCTION

DOCUMENTS

VEG 21.02

32'16'8'4'2'0'

1/8" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN - MEANS OF EGRESS

0 100% CONSTRUCTION DOCUMENTS 12/01/2022

0SP 0SP 0SP

0S P

0S P

0S P

0S P

0S P

0SP0SP0SP0SP

0S P

0SP 0SP 0SP

0S P

0S

P0SP0SP0SP

2F

SB

2F

SB

2FSB

2F

SB

2F

SB

2F

SB

2F

SB

2F

SB

2F

SB

2F

SB

2FSB

2FB

2F B

2F B

2FB 2FB 2FB 2FB

2F B

2FB1FB1FB1FB1FB1FB1FB1FB1FB

1F B

1F B

1F B

1F B

1FB 1FB

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

1S B

SMOKE COMPARTMENT (EXISTING)

EXIT SIGNS

FIRE-RESISTIVE RATINGS (FRR)

INTERIOR EXIT STAIRWAY (IES)

FIRE BARRIERS (FB)

2-HOUR : 2FB

1-HOUR : 1FB

SMOKE BARRIER (SB)

1-HOUR : 1SB

SMOKE PARTITIONS (SP)

0-HOUR : 0SP

FB+SB COMBINATION

2-HOUR : 2FSB

1-HOUR : 1FSB

NEW FRR WALL

EXISTING FRR WALL

2FB2FB2FB2FB2FB

1FB1FB1FB1FB1FB

2FSB 2FSB 2FSB 2FSB 2FSB

1SB1SB1SB1SB1SB

1FSB 1FSB 1FSB 1FSB 1FSB

0SP0SP0SP0SP0SP

2FB2FB2FB2FB2FB

2FB2FB2FB2FB2FB

(EAC-S)

2FB2FB2FB2FB2FB2FB2FB2FB

MOST REMOTE LOCATION C

91 FEET < 300 FEET

MOST REMOTE LOCATION A

136 FEET < 300 FEETMOST REMOTE LOCATION B

109 FEET < 300 FEET

1FSB 1FSB 1FSB 1FSB 1FSB 1FSB

1FB

1FB

1FB

0SP0SP0SP0SP

0S P

0S P

0S P

0SP 0SP 0SP 0SP

1F B

1F B

1F B

1F B

1F B

1F B

1F B

1F B

1F B

1FB1FB1FB1FB1FB1FB1FB1FB1FB1FB

2FB

2FB

2FB

2FB

2FB

2FB2FB2FB2FB2FB2FB2FB2FB2FB2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB

2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB

2FB

2FB

2FB

2FB

0S P

0S P

0S P

0SP 0SP

0S P

0S P

STM

STM

STM

ST

M

E

E

E

E

E

E

STM

STM

STM

STM

STM

STM

STM

STM

UD

U D

STORM STRUCTURE

LID EL: 506.718

FL (E) 12" RCP: 499.51

FL (W

) 15" RCP: 499.41

E

E

E

E E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

T

T

T

T

T

T

E

E

E

E

E

E T

T T

T

T

E E

E

E

E

2"x2" METAL

POST

HC

3"

3"

7"

7" 3"

6" 2"

6"

6" 2"

2"

24"

24"

4"

5"

4"

5"

5"

4"

5"

5"

HC

4"

5"

5"

3"

3"

3"

"PATIENT VISITOR

PARKING" SIGN

ASPHALT

SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

ASPHALT

SURFACE

6" PVC

15" RCP

8" PVC

ENCLOSED WALKWAY

"ONE WAY"

SIGN

PAINT

STRIPING

PAINT

STRIPING

BUILDING 51

BUILDING 55

PB

PB

PB

PB

PB

PB

PB

PB

PB

PED

PED

PED

PED

PED

PED

PED

PED

PED

CO

D

D

D

PED

HC

HC

HC

HC

HC

HC

HC

HC

HC

HC

HC

HC

HC

HC

HC

HC

"RESERVED

PARKING" SIGN

HC

TCC:

509.85

TCC:

510.09

TCC:

510.09

TCC:

509.89

TCC:

509.93

TCC:

510.02

TCC:

509.94

TCC:

509.96

TCC:

509.56

TCC:

509.95

TCC:

509.99

TCC:

510.59

TFC:

510.34

TFC:

509.88

TFC:

509.74

TCC:

508.88

TCC:

508.86

TCC:

508.69

TCC:

508.76

TCC:

508.76

TCC:

509.47

TCC:

509.97

TCC:

510.49

TFC:

510.33

TFC:

509.46

TFC:

508.65

TFC:

509.08

TCC:

509.79

TCC:

509.94

TFC:

510.22

TFC:

510.42

TFC:

511.27

TCC:

510.36

TCC:

510.48

TCC:

510.23

TCC:

510.11

TCC:

509.79

TCC:

509.11

TCC:

507.97

TCC:

508.12 TCC:

507.99

TCC:

507.56

TCC:

507.65

TCC:

508.11

TCC:

508.23

TCC:

508.03

TCC:

507.14

TCC:

508.93

TCC:

508.92

TCC:

508.93

TCC:

509.12

TCC:

509.27 TCC:

509.34

TCC:

509.30

TCC:

509.31

TCC:

509.25 TCC:

509.28

TCC:

509.30

TCC:

509.32

TCC:

509.24

TCC:

509.23 TCC:

509.29

TCC:

509.28

TCC:

509.25

TCC:

509.30

TCC:

509.36

TCC:

509.36

TCC:

509.22

TCC:

509.25

TCC:

509.29

TCC:

509.34

TCC:

508.43

TCC:

508.00 TCC:

508.32

TCC:

507.92

TCC:

508.03

TCC:

508.46

TCC:

508.13

TCC:

508.13

TCC:

508.47

TCC:

508.19

TCC:

507.16

TCC:

507.15

TCC:

508.71

TCC:

509.11

TCC:

507.16

EOC:

511.33

EOC:

510.54

EOC:

510.33

EOC:

509.57

EOC:

511.06

EOC:

510.57

EOC:

509.49

EOC:

508.97

EOC:

508.92 EOC:

508.94

EOC:

509.05

EOC:

509.07

EOC:

508.61

EOC:

509.78

EOC:

509.91

EOC:

510.78

EOC:

510.10

EOC:

511.19EOC:

511.25

EOC:

511.66

EOC:

511.90

EOC:

511.91

TOW:

513.24

BOW:

510.33

BOW:

510.42

TOW:

513.25

TOW:

513.26

TOW:

513.24

EOC:

509.95

EOC:

510.16

0.

x

EOC:

511.36

EOC:

511.78

EOC:

511.29

EOC:

511.29

EOC:

511.79

EOC:

511.76

EOC:

511.75

EOC:

511.37

EOC:

511.62

EOC:

510.62

TOW:

510.43

EOC:

510.60

TOW:

510.40

BOW:

509.92

TOW:

510.40

BOW:

509.92 EOC:

509.62

BOW:

509.80

TOW:

510.892

508.00 x

509.33 x

509.87 x

509.67 x

507.78 x

507.77 x

507.61 x

507.56 x

507.61 x

507.87 x

507.87 x

509.40 x x 509.58 x 510.11 x 509.96 x 509.97

509.63 x x 509.74 x 510.18

510.16 x

510.39 x

508.65 x

508.47 x

508.77 x

508.73 x

509.23 x

508.22 x

508.60 x

508.74 x

507.96 x

509.60 x

509.76 x

510.03 x

509.93 x x 508.93 x 508.64 x 509.10

508.47 x

8.4

7 x

509.52 x

509.56 x

509.31 x

510.09 x

507.42 x

507.61 x

506.26 x

506.13 x

507.28 x

504.81 x

507.90 x

508.50 x

6.7 8 x

6.5

2 x

5.0

1 x

4.4

9 x

2.5

6 x

4.9

8 x

505.80 x

506.92 x x 510.24 x 510.11 x 509.34

503.24

502.54

505.94

506.47

507.41

507.63 507.71

508.15

509.91 x

509.53 x

509.54 x x 508.93 x 510.03

510.56 509.80

510.34 509.92

509.72 510.42

509.82

510.79 x 510.89 x 511.58

511.75

510.78

W

W

W

W

W

W

W

W

W

W

W

W

UD

UD

UD

W

W

W

W

W

W

W

W

W

W

STM

ST

EM

ST

EM

ST

EM

ST

EM

ST

EM

ST

EM

ST

EM

ST

EM

ST

EM

STEM

CHLR

STM

STM

12" PVC (REC)

NOT FOUNDCONCRETE W

ALK

RETAINING W

ALL

RETAINING W

ALL

6" PVC ROOF DRN.

8" PVC

8" PVC

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

15" RCP

12" RCP

6" PVC

CO

4" PVC

4" PVC

4" PVC

12" RCP

4" PVC

12" RCP

4" PVC 4" PVC

4" PVC

STM

UD

UD

UD

D

STM

STM

STM

STM

STM

STM

D

E

E

E

STM

STM

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

STM

STM

STM

ENCLOSED W

ALKW

AY

CONC. PAD

8" CONC. W

ALL

RETAINING

W

ALL

STRM STRUCTURE

HAS BEEN COVERED

WITH FABRIC TO PREVENT

WATER FROM ENTERING

STRM STRUCTURE

LID EL: 510.11

FL (E): 495.06

FL (S): 500.05

EX. GRATED INLET

LID EL: 501.27

EX. STRM INLET

LID EL: 503.34

FL (N): 488.79

FL (S): 488.99

STRM STRUCTURE 41

LID EL: 503.34

FL (N): 488.29

FL (S): 488.34

FL (SE): 493.69

FL (W

): 493.74

AREA INLET

LID EL: 507.66

FL (NE): 504.91

FL (SW

): 504.61

" R

CP

6" PVC

CLEANOUT

LID EL: 510.84

FL: 506.69

STRM STRUCTURE 48

LID EL: 511.10

FL (S): 503.70

FL (W

): 503.44

ROOF DRAIN BUBBLER

LID EL: 510.44

FL EL: 508.04

HANDICAP DOOR

BUTTON

EMERGENCY

BEACON

STORM STRUCTURE

LID EL: 510.46

8" PVC

8" PVC

18" RCP

18" RCP

18" RCP

8" PVC

18" RCP

15" RCP

8" PVC

STRM STRUC. YD43

LID EL: 511.18

FL (N) 15" RCP: 501.80

FL (S) 15" RCP: 501.86

8" PVC

STM

STM

STM

FM

2" PVC FM

STRM STRUCTURE 35

LID EL: 507.57

FL (NW): 498.62

FL (S): 495.29

FL (N): 495.19

EMERGENCY

BEACON

SS

STRM STRUCTURE 36

LID EL: 509.13

FL (N): 496.18

FL (W): 496.24

FL (SE): 496.42

FL (SW): 502.88

STRM STRUCTURE 37

LID EL: 510.06

FL (SW): 498.61

FL (SE): 506.46

FL (NE): 497.46

SANITARY SEWER MH

LID EL: 510.80

FL (E): 502.18

FL (S): 501.35

FL (N): 501.25

STM STRUCTURE 39

LID EL: 509.47

FL (NE): 499.85

FL (SE): 499.94

FL (E): 503.31

8" PVC

T

E

E

E

E

E

STM

STM

STM

STM

D

ENCLOSED W

ALKW

AY

EX. EMERGENCY

GENERATOR

S

RECORD

SANITARY SEWER MH

LID EL: 512.00

I.E.: 503.08

S

STM

SS

SS

SS

SS

SS

SS

SS

S

D

D

BOREHOLE P1

EL: 509.43

BOREHOLE P2

EL: 506.00

BOREHOLE B3

EL: 508.44

BOREHOLE B4

EL: 508.63

BOREHOLE B1

EL: 510.91

BOREHOLE B2

EL: 510.75

"NO PARKING"

SIGN

SIGN POST

"NO SMOKING"

SIGN

186.67 LF 12" RCP @

1.00%

D

D

STM

STM

STM

EX. 5' STORM MH

RIM EL: 503.34

FL (N): 488.29

FL (S): 488.34

FL (SE): 493.69

FL (W): 493.74

48.02 LF 18"

RCP @

-0.06%

F.F.E: 511.89 F.F.E: 511.89

GROUND

JUNCTION BOX

SS MH

LID EL: 503.48

FL (N): 485.38

FL (S): 485.96

FL (NE): 492.35

FL (SE): 493.68

BOREHOLE B5

EL: 507.88

W

ALL

W

ALL

DOOR SILL

EL: 511.24

W

W

W

W

STM

D D

D

AREA INLET

LID EL: 506.63

FL (NE): 503.49

FL (S): 503.43

FL (E): 504.18

FL (W

): 502.13

FL (SE): 504.41

FL (SW

): 503.48

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

657-101

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

GENERAL NOTES

Revision:

0 100% CONSTRUCTION DOCUMENTS 12/01/2022

VEG 21.02 12/01/2022 SGL BI

VF101

55A

TOPOGRAPHIC AND IMPROVEMENT

SURVEY

Tr ue

No rth

SCALE: 1" = 20'

0 10' 20' 40' 60' 80'

TOPOGRAPHIC AND IMPROVEMENT SURVEY

engineering architecturesurveying

CM Archer Group, P.C. dba: 310 East 6th Street Rolla, Missouri 65401 Phone: 573-364-6362

Fax: 573-364-4782 www.archer-elgin.com

E: 2003023612-D, LS: 2004017577-D, A-2016017179

E: 2011024038, LS: 2011025471, A-2012014618

Corporate Authority:

CM Archer Group, P.C.:

Archer-Elgin Surveying & Engineering, LLC:

1. TOPOGRAPHIC AND IMPROVEMENT SURVEY PREPARED BY ARCHER-ELGIN

SURVEYING & ENGINEERING, LLC, PROJECT NUMBER J3854, DATED JUNE 17,

2021.

2. BASIS OF CONTROL: MISSIOURI STATE PLANE GRID NORTH, CENTRAL ZONE,

DETERMINED BY GPS OBSERVATION.

ABronson Snapshot

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Number: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

657-101

1 JEFFERSON BARRACKS DR, ST LOUIS, MO 63125

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

CONSTRUCT URGENT CARE CLINIC

BUILDING ADDITION

Revision:

0 100% CONSTRUCTION DOCUMENTS 12/01/2022

VEG 21.02 12/01/2022 SGL BI

C-100

55A

CIVIL GENERAL NOTES AND

LEGENDS

ABBREVIATIONS

(A) TO BE REMOVED

(ATG) ADJUST TO GRADE

(TBR&R) TO BE REMOVED AND REPLACED

BOC BACK OF CURB

BW BOTTOM OF WALL

BOW BACK OF WALK

CI CAST IRON

CLF CHAIN LINK FENCE

CLR CLEARANCE

CO CLEANOUT

CONC CONCRETE

DEMO DEMOLISH / DEMOLITION

DIP…