36C25518R0074-005.pdf

ABBREVIATIONS

PROJ(D)

PLBG

PLYWD

PREFIN

RAD(R)

RESIL

REINF

REQ'D

SECT

SHWR

SPECS

REFRIG

galvanizedGALVBMRK benchmark concrete mansonry unit ceilingCLG

CLR

CMU

COL

CLO

clear/clearance column closet

CAB

CJ

CC

CB

BW

CL

BOC

BRZ

BRK

BO

BRG

BUR

BTM

BS

built-up roof center to center chalkboard bottom of wall center line control joint/ construction joint cabinet back of curb both sides bottom of bronze brick bearing bottom foundation floor drain fire extinguisher fire extinguisher cabinet

FE

FEC

FDN

FD

east each equipment exposed each way existing electrical exterior insulation finish system elevation/elevator expansion joint existing grade electrical contractor exterior ethylene propylene diene terpolymer

ELEV

EQUIP

EW

EPDM

EXP

EXIST

EXT

E

EA

EC

EG

EIFS

EJ

ELEC

insulation interior inside diameter

INSUL

IN(")

INT

ID

inch grab bar general contractor gypsum glass/glazing hollow metal high pressure decorative laminate horizontal hardware hardwood hose bib hot water heating, ventilating & air conditioning

HDWR

HM

HORZ

HT

HPDL

HVAC

HW

height

GB

GL

GRD

GYP

GC

HDWD

HB

grade

PART

PLAS

OVHD

partition plaster overhead

SRT

SS

SQ

miscellaneous masonry opening not in contract not applicable outside diameter numberNO(#)

NTS

OC

OA

NOM

OFF

OPNG

OD

on center overall nominal not to scale office opening

MISC

N

MO

MULL

MTL

NIC

NA

north mullion metal

SHT

SF

SB

SND

SIM

S

RM

ROW

RO

SAT

SAN

architect/ architectural

AB anchor bolt

APPROX

BLDG

BD

ARCH

BM

BLK

ADJ

AFF

AC

ACCU

ALUM

ANOD

ALT

approximate block/blocking at board beam building air cooled condensing unit above finish floor adjustable alternate anodized acoustical aluminum

A/C air conditioning plus or minus constructionCONST course ceramic tile continuous carpet corridor diameter door down ditto dimension double drinking fountain detail drawing downspout

DIA

DR

DS

DN

DO

DIM

DTL

DWG

CRS

CT

CONT

CORR

CPT

DBL

DF

conference concrete

CONF

CONC

finishFIN fluorescent flow line folding field verify furnace footing fire retardant foot scraper fiberglass reinforced plastic

FV

FT(')

FURR

FURN

FTG

G

GA

foot furring gas gauge

FRP

FLR

FLDG

FL

FRT

FS

FLUOR

floor finish grade finish floor

FG

FF

joistJST low volume change masonryMAS

MANUF

MATL

MAX

MECH

MEMB

MH

MIN

MIRR

manufacturer material mechanical membrane maximum minimum manhole mirror

LDR

LF

LAV

LAM

LVC

LOCN

lineal feet ladder lavatory laminate location

REF

R

RAG

RD

PT

PR

QT

PTD

JT

JAN janitor joint

PL

under cabinet lightrequired studded rubber tile stainless steel square specifications

YD

suspended acoustical tile similar sanitary napkin dispenser section shower sheet square feet splash block resilient south sanitary right of way rough opening room

WD

WNDW

WH

WNSCT

WC

WT

WWF

WP

VCT

VWC

VEST

VERT

W

W/

W/O yard waterproofing, waterproof welded wire fabric water heater water closet window wood wainscot weight vinyl composition tile vinyl wall covering vertical vestibule west with with out

STORplumbing project/(projected) refer/reference roof drain radius return air grille reinforcing refrigerator riser pressure treated painted quarry tile plywood prefinished pair

TLT

TV

TW

TOC

TPH

TO

TYP

UCL

T&B

T

SUSP

STRUCT

TEL

TB

T&G plate/plastic/ property line STL

STD

storage toilet paper holder top of curb toilet television top of typical top of wall tongue & groove top & bottom structure/structural tread telephone tackboard suspended steel standard

DRAWING SYMBOLS

95.00

TOC

98.5

TOC

98.5 E

B

NEW ELEVATION

EXISTING ELEVATION

EXISTING CONTOUR

NEW CONTOUR

TEST BORING (SITE PLANS ONLY)

EXISTING ELEVATION

EXISTING ELEVATION

PROPERTY LINE

/1 A101

/1 A101

MATCHLINE

SHT. REFERENCE

ELEVATION DATUM

(SECTIONS, ELEVATIONS ONLY)

BUILDING SECTION

WALL SECTION

DETAIL DRAWING

A3.1

BUILDING ELEVATION

A6.1 INTERIOR ELEVATION

A100

WINDOW ID TAG

DOOR NUMBER

ROOM

NAME

ROOM NAME & NUMBER

PARTITION SYMBOL

1 REVISION TAG

COLUMN LINE GRID

ME100E EQUIPMENT NUMBER

? SITE PLAN NOTES

DEMOLITION PLAN NOTES

VICINITY MAP

NO SCALE

-- PRECAST CONCRETE WALL

PANEL TAG

XXX

A101

A-4 ALTERNATE TAG

PT-XX PAINT COLOR TAG

# PLAN NOTES

X

X.X

X

X.X

PROJECT LOCATION

CUT STONE

STEEL

PLYWOOD

FINISH WOOD

CONT WD FRAMING

WOOD BLOCKING

MATERIAL SYMBOLS

LVC FILL

GRANULAR FILL

CONCRETE MASONRY

FACE BRICK

CONCRETE

EARTH

EXISTING CONSTRUCTION

ASPHALT

GLASS

RIGID OR TAPERED

INSULATION, EIFS

BATT INSULATION

GYPSUM BOARD

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

GI-001

TITLE SHEET

EXPAND PARKING GARAGE 589-401

HARRY S TRUMAN MEMORIAL VETERANS HOSPITAL

EXPAND PARKING GARAGE

COLUMBIA, MO

BID DOCUMENTS

VA Project No. 589-401

SHEET INDEX

FX104 LEVEL P4 FIRE PROTECTION PLAN - BID ITEM #1 (BASE BID)

FX111 LEVEL P1 FIRE PROTECTION PLAN - BID ITEM #2 (DEDUCT)

FX112 LEVEL P2 FIRE PROTECTION PLAN - BID ITEM #2 (DEDUCT)

FX113 LEVEL P3 FIRE PROTECTION PLAN - BID ITEM #2 (DEDUCT)

FX114 LEVEL P4 FIRE PROTECTION PLAN - BID ITEM #2 (DEDUCT)

FX121 LEVEL P1 FIRE PROTECTION PLAN - BID ITEM #3 (DEDUCT)

FX122 LEVEL P2 FIRE PROTECTION PLAN - BID ITEM #3 (DEDUCT)

FX123 LEVEL P3 FIRE PROTECTION PLAN - BID ITEM #3 (DEDUCT)

FX124 LEVEL P4 FIRE PROTECTION PLAN - BID ITEM #3 (DEDUCT)

FX131 LEVEL P1 FIRE PROTECTION PLAN - BID ITEM #4 (DEDUCT)

FX132 LEVEL P2 FIRE PROTECTION PLAN - BID ITEM #4 (DEDUCT)

FX133 LEVEL P3 FIRE PROTECTION PLAN - BID ITEM #4 (DEDUCT)

FX134 LEVEL P4 FIRE PROTECTION PLAN - BID ITEM #4 (DEDUCT)

FX141 LEVEL P1 FIRE PROTECTION PLAN - BID ITEM #5 (DEDUCT)

FX142 LEVEL P2 FIRE PROTECTION PLAN - BID ITEM #5 (DEDUCT)

FX143 LEVEL P3 FIRE PROTECTION PLAN - BID ITEM #5 (DEDUCT)

FX144 LEVEL P4 FIRE PROTECTION PLAN - BID ITEM #5 (DEDUCT)

FX151 LEVEL P1 FIRE PROTECTION PLAN - BID ITEM #6 (DEDUCT)

FX152 LEVEL P2 FIRE PROTECTION PLAN - BID ITEM #6 (DEDUCT)

FX153 LEVEL P3 FIRE PROTECTION PLAN - BID ITEM #6 (DEDUCT)

PL101 LEVEL P1 PLUMBING PLAN - BID ITEM #1 (BASE BID)

PL102 LEVEL P2 PLUMBING PLAN - BID ITEM #1 (BASE BID)

PL103 LEVEL P3 PLUMBING PLAN - BID ITEM #1 (BASE BID)

PL104 LEVEL P4 PLUMBING PLAN - BID ITEM #1 (BASE BID)

PL111 LEVEL P1 PLUMBING PLAN - BID ITEM #2 (DEDUCT)

PL112 LEVEL P2 PLUMBING PLAN - BID ITEM #2 (DEDUCT)

PL113 LEVEL P3 PLUMBING PLAN - BID ITEM #2 (DEDUCT)

PL114 LEVEL P4 PLUMBING PLAN - BID ITEM #2 (DEDUCT)

PL121 LEVEL P1 PLUMBING PLAN - BID ITEM #3 (DEDUCT)

PL122 LEVEL P2 PLUMBING PLAN - BID ITEM #3 (DEDUCT)

PL123 LEVEL P3 PLUMBING PLAN - BID ITEM #3 (DEDUCT)

PL124 LEVEL P4 PLUMBING PLAN - BID ITEM #3 (DEDUCT)

PL131 LEVEL P1 PLUMBING PLAN - BID ITEM #4 (DEDUCT)

PL132 LEVEL P2 PLUMBING PLAN - BID ITEM #4 (DEDUCT)

PL133 LEVEL P3 PLUMBING PLAN - BID ITEM #4 (DEDUCT)

PL134 LEVEL P4 PLUMBING PLAN - BID ITEM #4 (DEDUCT)

PL141 LEVEL P1 PLUMBING PLAN - BID ITEM #5 (DEDUCT)

PL142 LEVEL P2 PLUMBING PLAN - BID ITEM #5 (DEDUCT)

PL143 LEVEL P3 PLUMBING PLAN - BID ITEM #5 (DEDUCT)

PL144 LEVEL P4 PLUMBING PLAN - BID ITEM #5 (DEDUCT)

PL151 LEVEL P1 PLUMBING PLAN - BID ITEM #6 (DEDUCT)

PL152 LEVEL P2 PLUMBING PLAN - BID ITEM #6 (DEDUCT)

PL153 LEVEL P3 PLUMBING PLAN - BID ITEM #6 (DEDUCT)

PL501 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS

EP-100 LEVEL P1 OVERALL ELECTRICAL PLAN

EP-101 LEVEL P1 ELECTRICAL PLAN

EP-102 LEVEL P2 ELECTRICAL PLAN

EP-103 LEVEL P3 ELECTRICAL PLAN

EP-104 LEVEL P4 ELECTRICAL PLAN

EP-113 LEVEL P3 ELECTRICAL PLAN - BID ITEM 2

EP-114 LEVEL P4 ELECTRICAL PLAN - BID ITEM 2

EP-122 LEVEL P2 ELECTRICAL PLAN - BID ITEM 3

EP-123 LEVEL P3 ELECTRICAL PLAN - BID ITEM 3

EP-124 LEVEL P4 ELECTRICAL PLAN - BID ITEM 3

EP-131 LEVEL P1 ELECTRICAL PLAN - BID ITEM 4

EP-132 LEVEL P2 ELECTRICAL PLAN - BID ITEM 4

EP-133 LEVEL P3 ELECTRICAL PLAN - BID ITEM 4

EP-143 LEVEL P3 ELECTRICAL PLAN - BID ITEM 5

EP-144 LEVEL P4 ELECTRICAL PLAN - BID ITEM 5

EP-153 LEVEL P3 ELECTRICAL PLAN - BID ITEM 6

EP-501 ELECTRICAL DETAILS

EP-502 ELECTRICAL SCHEDULES

EP-601 ELECTRICAL ONE-LINE DIAGRAM

ES-101 ELECTRICAL SITE PLAN

SHEET INDEX

S-113 BID ITEM 3, 4, 5 AND 6 (DEDUCT) LEVEL P3 PLAN

S-114 BID ITEM 2, 3 AND 4 (DEDUCT) LEVEL P4 PLAN

S-115 BID ITEM 5 (DEDUCT) LEVEL P4 PLAN

S-301 LONGITUDINAL BUILDING SECTION

S-321 PRECAST SHEAR WALL

S-401 STAIR C - ENLARGED PLAN

S-402 STAIR D - ENLARGED PLAN

S-403 P/C PANEL ELEVATIONS

S-410 STAIR DETAILS

S-411 STAIR DETAILS

S-412 STAIR DETAILS

S-501 STRUCTURAL DETAILS

S-502 WATERPROOFING DETAILS

S-510 SLAB ON GRADE / FOUNDATION DETAILS

S-511 FOUNDATION DETAILS / SECTIONS INCLUDING SLAB ON

GROUND DETAILS

S-512 FOUNDATION DETAILS

S-520 PRECAST BEAM DETAILS

S-521 PRECAST TEE DETAILS

S-522 PRECAST STRUCTURAL DETAILS

S-523 STRUCTURAL DETAILS

S-524 DEDUCT ALTERNATE DETAILS

S-551 PRECAST COLUMN DETAILS

S-691 LAP BAR SCHEDULE

ARCHITECTURAL

AG100 OVERALL STRIPING PLAN

AG101 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P1 PLAN

AG102 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P2 PLAN

AG103 BID ITEM 1 AND 2 (DEDUCT) LEVEL P3 PLAN

AG104 BID ITEM 1 (BASE BID) LEVEL P4 PLAN

AG111 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P1 PLAN

AG112 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P2 PLAN

AG113 BID ITEM 3, 4, 5 AND 6 (DEDUCT) LEVEL P3 PLAN

AG114 BID ITEM 2, 3 AND 4 (DEDUCT) LEVEL P4 PLAN

AG115 BID ITEM 5 (DEDUCT) LEVEL P4 PLAN

AG201 PHASE 1 LEVEL P1 PLAN

AG202 PHASE 1 LEVEL P2 PLAN

AG203 PHASE 1 LEVEL P3 PLAN

AG204 PHASE 1 LEVEL P4 PLAN

AG401 ENLARGED PLANS

AG501 STRIPING DETAILS

AG601 SIGN SCHEDULE AND COMPONENTS

AG602 SIGN DETAILS

AG701 SIGN MOUNTING DETAILS

AS-201 EXTERIOR ELEVATIONS - BID ITEM 1 (BASE BID)

AS-202 EXTERIOR ELEVATIONS - BID ITEM 2 (DEDUCT)

AS-203 EXTERIOR ELEVATIONS - BID ITEM 3 (DEDUCT)

AS-204 EXTERIOR ELEVATIONS - BID ITEM 4 (DEDUCT)

AS-205 EXTERIOR ELEVATIONS - BID ITEM 5 (DEDUCT)

AS-206 EXTERIOR ELEVATIONS - BID ITEM 6 (DEDUCT)

AS-301 STAIR SECTIONS

AS-302 STAIR SECTIONS - BID ITEMS 5 & 6

AS-401 ENLARGED PLANS

AS-501 ROOF PLAN & DETAILS

AS-502 STAIR & RAILING DETAILS

AS-601 DOOR, FINISH SCHEDULE & COLOR SCHEDULE KEY

AS-602 CURTAIN WALL ELEVATIONS

PLUMBING

PP101 PLUMBING COVER SHEET

PP102 PLUMBING AREA CALCULATIONS

PP103 PLUMBING CALCULATIONS

FX101 LEVEL P1 FIRE PROTECTION PLAN - BID ITEM #1 (BASE BID)

FX102 LEVEL P2 FIRE PROTECTION PLAN - BID ITEM #1 (BASE BID)

FX103 LEVEL P3 FIRE PROTECTION PLAN - BID ITEM #1 (BASE BID)

SHEET INDEX

GENERAL

GI-001 TITLE SHEET

GI-002 ACCESSIBILITY

GI-003 LIFE SAFETY PLAN - LEVEL P1

GI-004 LIFE SAFETY PLAN - TYP LEVELS

GI-005 LIFE SAFETY PLAN - LEVEL P4

CIVIL SITE & LANDSCAPING

VF101 SITE SURVEY

CD101 DEMOLITION PLAN - BID ITEM 1 (BASE BID)

CD102 DEMOLITION PLAN - BID ITEM 4 (DEDUCT)

CS101 SITE PLAN AND GENERAL NOTES - BID ITEM 1 (BASE BID)

CS102 SITE PLAN AND GENERAL NOTES - BID ITEM 4 (DEDUCT)

CS103 PAVING AND JOINTING PLAN - BID ITEM 1 (BASE BID)

CS104 PAVING AND JOINTING PLAN - BID ITEM 4 (DEDUCT)

CS105 PAVING AND SITE DETAILS

CS106 STORM WATER DETAILS - BID ITEM 4 (DEDUCT)

CS107 WATERLINE DETAILS

CS108 BEDDING AND BACKFILL DETAILS

CG101 GRADING PLAN - BID ITEM 1 (BASE BID)

CG102 GRADING PLAN - BID ITEM 4 (DEDUCT)

CU101 UTILITY PLAN - BID ITEM 1 (BASE BID)

CU102 UTILITY PLAN - BID ITEM 4 (DEDUCT)

STRUCTURAL

S-000 DRAWING INDEX AND STRUCTURAL SYMBOLS

S-001 GENERAL NOTES

S-002 3D VIEWS

S-003 3D VIEWS

S-100 BID ITEM 1, 2 AND 3 (DEDUCT) FOUNDATION PLAN

S-101 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P1 PLAN

S-102 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P2 PLAN

S-103 BID ITEM 1 AND 2 (DEDUCT) LEVEL P3 PLAN

S-104 BID ITEM (BASE BID) LEVEL P4 PLAN

S-110 BID ITEM 4, 5 AND 6 (DEDUCT) FOUNDATION PLAN

S-111 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P1 PLAN

S-112 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P2 PLAN

HANDICAP

ACCESSIBILITY

SHEET

3'-0" 4'-0" 3'-0"

3'-6" 3'-6"

6"

M

IN

PARKING SYMBOLMOUNTING HEIGHT DIMENSIONS

90 TURNS 180 TURN

NO SCALE

Symbol to be White (Typ.)

3"

13"

6" 18"R

26"

(Typ.)

6"

18"

Dia.

15"

2'-0"

5'-2" to

F a c e o f C u rb

TELEPHONE

LIGHT SWITCH

M

A X

M

A X

M

A X

(TO HIGHEST

OPERABLE PART)

OCCUPANCY SIGN

LATCH SIDE PERFERED

THERMOSTAT

OR OTHER

CONTROL

NO SCALE

NEED TO VERIFY ALL

FIXTURE TYPE & SIZES

WITH MANUFACTURER

GENERAL REACH DIMENSIONS

48"

M

IN

Z

48"

Y

X 30" 24"

M

A X

30"

10" MAX

21" MAX

M

IN

M

A X

36" MIN

M

IN

M

A X

NOTE: X SHALL BE < 25";

Z SHALL BE > X, WHEN X < 20",

THEN Y SHALL BE 48" MAX

WHEN X IS 20"-25",

THEN Y SHALL BE 44" MAX.

NO SCALE

DIRECTIONAL

PARKING STALL

PARKING

RESERVEDHANDICAP

ENTRANCE

OUTDOOR SIGNAGE

12 "

A

B O

V E

T .O

C

U R

B

3"3"

2" x 2" x 1/4 " STL

POST PAINTED & SET

IN 12" DIA x 3'-0"

CONC FILLED POST HOLE

12 "

3"3"

T

O

A B

O V

E G

R A

D E

SIGN TO BE MOUNTED IN THE

MOST VISIBLE & CONVENANT

LOCATION

NO SCALE

2" x 2" x 1/4 " STL

POST PAINTED & SET

IN 12" DIA x 3'-0"

CONC FILLED POST HOLE

ACCESSIBLE

VAN

MANEUVERING CLEARANCES AT DOORS

LATCH SIDE APPROACH LATCH SIDE APPROACH HINGE SIDE APPROACH

HINGE SIDE APPROACH FRONT APPROACH FRONT APPROACH

Pull Side

Push Side

Push Side

Push Side Pull Side m in

24"min.

X

Y

X m in

Y m in .Y

54" min.

m in

X

24" min.

X

Y m in

NOTE: y=48" minimum if door has both a latch and closer.

NOTE: y = 54" minimum if door has closer

NOTE: y=48" min if door has closer NOTE: x = 36" min if y = 60", x = 42" min if y = 54"

18" minimum 24" preferred

NOTE: x = 12" if door has both a closer and latch.

PARKING SPACES

8'-0" MIN. 8'-0" MIN5'-0" CAR

UNIVERSAL PARKING SPACE DESIGN

NO SCALE

(OR REFER TO SITE PLAN FOR DIMENSIONED

ACCESSIBLE PARKING)

8'-0" VAN

CONCRETE

WHEEL STOP

4" WIDE PAINT

STRIPING, TYP.

4' o.c.

WHEELCHAIR MANEUVERING

TURNING CLEAR

5'-0" 2'-6"

HANDRAILS - NO SCALE

1 1/2 " CLEAR1.25"-2" DIA. IF

CIRCULAR

IF NON-CIRCULAR

PERIMETER MUST

BE 4"-6.25" AND

DIAMETER MUST

NOT EXCEED 2.25"

TOP AND SIDES MUST

BE UNOBSTRUCTED.

UP TO 20% OF

BOTTOM MAY BE

OBSTRUCTED FOR

SUPPORTS.

GRAB BARS - NO SCALE

1 1/2 " CLEAR1.25"-2" DIA. IF

CIRCULAR

IF NON-CIRCULAR

PERIMETER MUST

BE 4"-6.25" AND

DIAMETER MUST

NOT EXCEED 2.25"

.5 m in m in

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

GI-002

ACCESSIBILITY

EXPAND PARKING GARAGE 589-401

REQ'D. EXIT WIDTH

NO. OF OCC. EXITING

FIRE EXTINGUISHER AND CABINET

ACTUAL EXIT WIDTH

NO. OF OCC./

NO. OF EXITS

SYMBOLS

FACP FIRE ALARM CONTROL PANEL

100'

(50)

STARTING

LOCATION

EXITING #

TRAVEL

DISTANCE

TRAVEL PATH

NO. OCC. EXITING

(SMALLER ROOMS)

10/1

2"

34"

FEC

CODE ANALYSIS SUMMARY

PROJECT INFORMATION:

A. BUILDING TYPE:

1. OCCUPANCY: S-2 OPEN PARKING STRUCTURE

2. CONSTRUCTION TYPE: I-B PER TABLE 406.5.4

3. MAXIMUM HEIGHT PER TABLE 406.5.4: 12 TIERS / 4 TIERS PROVIDED

4. MAXIMUM FLOOR AREA PER TABLE 406.5.4: UNLIMITED

5. ACTUAL FLOOR AREA:

LEVEL P1:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P2:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P3:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P4:

OPEN PARKING STRUCTURE 57,722 S.F.

TOTAL BUILDING AREA 230,888 S.F.

C. MEANS OF EGRESS:

1. OCCUPANT LOAD PER TABLE 1004.1.2:

TYPICAL LEVEL:

OPEN PARKING STRUCTURE: 200 S.F. / OCCUPANT56,619 S.F. = 289 OCCUPANTS

2. EGRESS WIDTH PER OCCUPANT PER SECTIONS 1005.3.1 & 1005.3.2 (WITHOUT SPRINKLER SYSTEM):

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S:

AT STAIR: 0.3 INCHES PER PERSON x 289 OCCUPANTS / 2 EXITS PER LEVEL = 43.5 INCHES REQUIRED & 52 INCHES PROVIDED AT DOOR: 0.2 INCHES PER PERSON x 289 OCCUPANTS / 2 EXITS PER LEVEL = 28.9 INCHES REQUIRED & 48 INCHES PROVIDED

3. MINIMUM NUMBER OF EXITS:

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S PER 1021.1:

2 EXITS REQUIRED / 2 PROVIDED

4. LENGTH OF EXIT ACCESS TRAVEL (WITHOUT SPRINKLER SYSTEM) PER TABLE 1016.2:

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S-2 = 300 FEET MAX

D. FIRE RESISTIVE REQUIREMENTS:

1. STRUCTURAL REQUIREMENTS FOR TYPE I-B CONSTRUCTION

2. FIRE SEPARATION DISTANCE FOR USE GROUP S-2 PER TABLE 602: >30 FEET = 0 HR. REQ'D.

3. FIRE SEPARATION AT ELEVATOR HOISTWAY(S): 2 HOUR

4. FIRE SEPARATION AT ELEVATOR CONTROL ROOM: 2 HOUR

5. FIRE SEPARATION AT THE STORAGE ROOM: 2 HOUR

6. FIRE SEPARATION FOR A PORTION OF THE SOUTHWEST FACE OF THE GARAGE ADJACENT TO AN EXISTING OUT BUILDING ON SITE

E. FIRE PROTECTION SYSTEMS:

1. AUTOMATIC SPRINKLER SYSTEM:

OPEN PARKING STRUCTURE: NOT REQUIRED PER SECTION 903.2.10

2. STANDPIPE SYSTEM: REQUIRED PER SECTION 905.1

3. FIRE EXTINGUISHERS: REQUIRED PER SECTION 906.1

FIRE EXTINGUISHER:

TYPE: LIGHT HAZARD OCCUPANCY

MINIMUM RATED SINGLE EXTINGUISHER 2-A

MINIMUM FLOOR AREA PER EXTINGUISHER 3,000 S.F.

MAXIMUM FLOOR ARE PER EXTINGUISHER 11,250 S.F.

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 75 FT

FLOOR AREA 38,922 S.F.

NO. OF FIRE EXTINGUISHERS 8 @ LEVELS P1 - P4, 32 TOTAL

B. OPENNESS: OPENINGS IN EXTERIOR WALL OF OPEN PARKING STRUCTURES PER SECTION 406.5.2:

AREA CALCULATED BASED ON ENTIRE STRUCTURE (BOTH PHASE I & II)

LEVEL P1:

PERCENT OF PERIMETER AREA:

PERIMETER = 19,394 S.F.

OPENINGS = 6,037 S.F.

PERCENT OF OPENINGS = 6,037 S.F. / 19,394 S.F. = 31%

20 PERCENT OPENNESS IS REQUIRED / 31% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 704 L.F.

PERCENT OF OPENINGS = 704 L.F. / 1,266 L.F. = 56%

40 PERCENT OPENNESS IS REQUIRED / 56% PROVIDED

LEVEL P2:

PERCENT OF PERIMETER AREA:

PERIMETER = 14,695 S.F.

OPENINGS = 3,487 S.F.

PERCENT OF OPENINGS = 3,487 S.F. / 14,695 S.F. = 24%

20 PERCENT OPENNESS IS REQUIRED / 24% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 704 L.F.

PERCENT OF OPENINGS = 704 L.F. / 1,266 L.F. = 56%

40 PERCENT OPENNESS IS REQUIRED / 56% PROVIDED

LEVEL (P3):

PERCENT OF PERIMETER AREA:

PERIMETER = 14,695 S.F.

OPENINGS = 4,356 S.F.

PERCENT OF OPENINGS = 4,356 S.F. / 14,695 S.F. = 30%

20 PERCENT OPENNESS IS REQUIRED / 30% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 877 L.F.

PERCENT OF OPENINGS = 877 L.F. / 1,266 L.F. = 69%

40 PERCENT OPENNESS IS REQUIRED / 69% PROVIDED

TOP LEVEL (P4): 100% OPEN

AS-201

AS-2011

AS-201 3

H

G

F

E

D

C

321 4 5 6 7 8 9 10 11

161 STALLS

AS-301

AS-301

AS-301

F.4

9.9

289/2

43.2"

384"

289/2

43.5"

384"

(1

(1

ASSUMED

PROPERTY LINE

1HR FIRE BARRIER

INFILL @ LEVEL P1 & P2

- REF. 3/AS-201 TYP

E X

IS

T

IN

G

B U

IL

D

IN

G

O N

S

IT

E E

X

IS

T

IN

G B

U

IL

D

IN

G O

N S

IT

E

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

AS-401

AS-401

RAILING - REF. DTL.

7/AS-502

AS-301

STAIR D

STAIR C

ELEC

AS-401

M O

T O

R C

Y C

L E

P A

R K

IN

G

P E

D E

S T

R

IA

N P

A T

H W

A Y

T O

S

ID

E W

A L

K

CODE INFORMATION

PROJECT INFORMATION:

1. CONSTRUCTION PURPOSE: ADDITION / RENOVATION

2. REASON FOR SUBMITTAL: NEW CONSTRUCTION

3. I CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE THE

SUBMITTED PLANS FOR THE ABOVE-REFERENCED PROJECT

COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:

2015 INTERNATIONAL BUILDING CODE (IBC)

2015 INTERNATIONAL MECHANICAL CODE (IMC)

2015 INTERNATIONAL PLUMBING CODE (IPC)

2015 INTERNATIONAL FIRE CODE (IFC)

2014 NATIONAL ELECTRICAL CODE (NFPA-70)

2015 LIFE SAFETY CODE (NFPA-101)

ADA ACCESSIBILITY STANDARDS

4. LOCATION OF ANY ANTICIPATED FUTURE ADDITIONS: UNKNOWN

5. OWNER:

HARRY S. TRUMAN MEMORIAL VETERANS HOSPITAL

800 HOSPITAL DR.

COLUMBIA, MO 65201

PH (573) 814-6000

6. DATE DEVELOPED: SEE DATE ON TITLE BLOCK

7. DESIGN TEAM:

ARCHITECT:

HEALTH FACILITIES GROUP, LLC

142 N. MOSLEY ST., SUITE 300

WICHITA, KS 67202 316-262-2500

CONTACT: NAME

DESIGN CONSULTANTS:

PROFESSIONAL ENGINEERING CONSULTANTS

303 S. TOPEKA

WICHITA, KS 67202 316-262-2691

CONTACT:

BRIAN HENRY (MECHANICAL)

brian.henry@pec1.com

BRETT WALBRIDGE (ELECTRICAL)

brett.walbridge@pec1.com

BECKY HESSE (PLUMBING)

becky.hesse@pec1.com

WALKER PARKING CONSULTANTS

5350 S. ROSLYN STREET, SUITE 220

GREENWOOD VILLAGE, CO 80111 303-694-6622

CONTACT:

PAUL RETZER (STRUCTURAL)

paul.retzer@walkerparking.com

8. ARCHITECTS SEAL: SEE STAMP AT RIGHT

9. FIRE SERVICE: COLUMBIA, MISSOURI FIRE DEPARTMENT

10. INSPECTION: VISN SAFETY OFFICER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

GI-003

LIFE SAFETY PLAN - LEVEL P1

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

LIFE SAFETY PLAN - LEVEL P1

8' 16' 32'

1/16" = 1'-0"

0'

N

STAIR C STAIR D

S13

S13

S13

S13

S13S13

S13

S13

S13

S13

S

S

S

S

S12A

S12

S12

S12A

S

S

S9

S10

S9

S10

S5

S23S23S23 S23

S A

S

S A

S

S A

S

S A

S

S

S A

S

S A

S

S

S

S

S

S

S18

S18

AS-301

AS-301

AS-301

172 STALLS

260'-1"

(145)

203'-1"

(144)

INFILL @ LEVEL P1 & P2

- REF. 3/AS-201 TYP

OCCUPANCY 1 : LEVELS P2 & P3 = 57,722 SF

GROUP S-2 OCCUPANCY

TYPE II-B CONSTRUCTION

FULLY SPRINKLED = No

TOTAL OCCUPANTS : 289

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

AS-401

AS-401

AS-301

CODE ANALYSIS SUMMARY

PROJECT INFORMATION:

A. BUILDING TYPE:

1. OCCUPANCY: S-2 OPEN PARKING STRUCTURE

2. CONSTRUCTION TYPE: I-B PER TABLE 406.5.4

3. MAXIMUM HEIGHT PER TABLE 406.5.4: 12 TIERS / 4 TIERS PROVIDED

4. MAXIMUM FLOOR AREA PER TABLE 406.5.4: UNLIMITED

5. ACTUAL FLOOR AREA:

LEVEL P1:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P2:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P3:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P4:

OPEN PARKING STRUCTURE 57,722 S.F.

TOTAL BUILDING AREA 230,888 S.F.

C. MEANS OF EGRESS:

1. OCCUPANT LOAD PER TABLE 1004.1.2:

TYPICAL LEVEL:

OPEN PARKING STRUCTURE: 200 S.F. / OCCUPANT56,619 S.F. = 289 OCCUPANTS

2. EGRESS WIDTH PER OCCUPANT PER SECTIONS 1005.3.1 & 1005.3.2 (WITHOUT SPRINKLER SYSTEM):

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S:

AT STAIR: 0.3 INCHES PER PERSON x 289 OCCUPANTS / 2 EXITS PER LEVEL = 43.5 INCHES REQUIRED & 52 INCHES PROVIDED AT DOOR: 0.2 INCHES PER PERSON x 289 OCCUPANTS / 2 EXITS PER LEVEL = 28.9 INCHES REQUIRED & 48 INCHES PROVIDED

3. MINIMUM NUMBER OF EXITS:

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S PER 1021.1:

2 EXITS REQUIRED / 2 PROVIDED

4. LENGTH OF EXIT ACCESS TRAVEL (WITHOUT SPRINKLER SYSTEM) PER TABLE 1016.2:

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S-2 = 300 FEET MAX

D. FIRE RESISTIVE REQUIREMENTS:

1. STRUCTURAL REQUIREMENTS FOR TYPE I-B CONSTRUCTION

2. FIRE SEPARATION DISTANCE FOR USE GROUP S-2 PER TABLE 602: >30 FEET = 0 HR. REQ'D.

3. FIRE SEPARATION AT ELEVATOR HOISTWAY(S): 2 HOUR

4. FIRE SEPARATION AT ELEVATOR CONTROL ROOM: 2 HOUR

5. FIRE SEPARATION AT THE STORAGE ROOM: 2 HOUR

6. FIRE SEPARATION FOR A PORTION OF THE SOUTHWEST FACE OF THE GARAGE ADJACENT TO AN EXISTING OUT BUILDING ON SITE

E. FIRE PROTECTION SYSTEMS:

1. AUTOMATIC SPRINKLER SYSTEM:

OPEN PARKING STRUCTURE: NOT REQUIRED PER SECTION 903.2.10

2. STANDPIPE SYSTEM: REQUIRED PER SECTION 905.1

3. FIRE EXTINGUISHERS: REQUIRED PER SECTION 906.1

FIRE EXTINGUISHER:

TYPE: LIGHT HAZARD OCCUPANCY

MINIMUM RATED SINGLE EXTINGUISHER 2-A

MINIMUM FLOOR AREA PER EXTINGUISHER 3,000 S.F.

MAXIMUM FLOOR ARE PER EXTINGUISHER 11,250 S.F.

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 75 FT

FLOOR AREA 38,922 S.F.

NO. OF FIRE EXTINGUISHERS 8 @ LEVELS P1 - P4, 32 TOTAL

B. OPENNESS: OPENINGS IN EXTERIOR WALL OF OPEN PARKING STRUCTURES PER SECTION 406.5.2:

AREA CALCULATED BASED ON ENTIRE STRUCTURE (BOTH PHASE I & II)

LEVEL P1:

PERCENT OF PERIMETER AREA:

PERIMETER = 19,394 S.F.

OPENINGS = 6,037 S.F.

PERCENT OF OPENINGS = 6,037 S.F. / 19,394 S.F. = 31%

20 PERCENT OPENNESS IS REQUIRED / 31% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 704 L.F.

PERCENT OF OPENINGS = 704 L.F. / 1,266 L.F. = 56%

40 PERCENT OPENNESS IS REQUIRED / 56% PROVIDED

LEVEL P2:

PERCENT OF PERIMETER AREA:

PERIMETER = 14,695 S.F.

OPENINGS = 3,487 S.F.

PERCENT OF OPENINGS = 3,487 S.F. / 14,695 S.F. = 24%

20 PERCENT OPENNESS IS REQUIRED / 24% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 704 L.F.

PERCENT OF OPENINGS = 704 L.F. / 1,266 L.F. = 56%

40 PERCENT OPENNESS IS REQUIRED / 56% PROVIDED

LEVEL (P3):

PERCENT OF PERIMETER AREA:

PERIMETER = 14,695 S.F.

OPENINGS = 4,356 S.F.

PERCENT OF OPENINGS = 4,356 S.F. / 14,695 S.F. = 30%

20 PERCENT OPENNESS IS REQUIRED / 30% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 877 L.F.

PERCENT OF OPENINGS = 877 L.F. / 1,266 L.F. = 69%

40 PERCENT OPENNESS IS REQUIRED / 69% PROVIDED

TOP LEVEL (P4): 100% OPEN

REQ'D. EXIT WIDTH

NO. OF OCC. EXITING

FIRE EXTINGUISHER AND CABINET

ACTUAL EXIT WIDTH

NO. OF OCC./

NO. OF EXITS

SYMBOLS

FACP FIRE ALARM CONTROL PANEL

100'

(50)

STARTING

LOCATION

EXITING #

TRAVEL

DISTANCE

TRAVEL PATH

NO. OCC. EXITING

(SMALLER ROOMS)

10/1

2"

34"

FEC

CODE INFORMATION

PROJECT INFORMATION:

1. CONSTRUCTION PURPOSE: ADDITION / RENOVATION

2. REASON FOR SUBMITTAL: NEW CONSTRUCTION

3. I CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE THE

SUBMITTED PLANS FOR THE ABOVE-REFERENCED PROJECT

COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:

2015 INTERNATIONAL BUILDING CODE (IBC)

2015 INTERNATIONAL MECHANICAL CODE (IMC)

2015 INTERNATIONAL PLUMBING CODE (IPC)

2015 INTERNATIONAL FIRE CODE (IFC)

2014 NATIONAL ELECTRICAL CODE (NFPA-70)

2015 LIFE SAFETY CODE (NFPA-101)

ADA ACCESSIBILITY STANDARDS

4. LOCATION OF ANY ANTICIPATED FUTURE ADDITIONS: UNKNOWN

5. OWNER:

HARRY S. TRUMAN MEMORIAL VETERANS HOSPITAL

800 HOSPITAL DR.

COLUMBIA, MO 65201

PH (573) 814-6000

6. DATE DEVELOPED: SEE DATE ON TITLE BLOCK

7. DESIGN TEAM:

ARCHITECT:

HEALTH FACILITIES GROUP, LLC

142 N. MOSLEY ST., SUITE 300

WICHITA, KS 67202 316-262-2500

CONTACT: NAME

DESIGN CONSULTANTS:

PROFESSIONAL ENGINEERING CONSULTANTS

303 S. TOPEKA

WICHITA, KS 67202 316-262-2691

CONTACT:

BRIAN HENRY (MECHANICAL)

brian.henry@pec1.com

BRETT WALBRIDGE (ELECTRICAL)

brett.walbridge@pec1.com

BECKY HESSE (PLUMBING)

becky.hesse@pec1.com

WALKER PARKING CONSULTANTS

5350 S. ROSLYN STREET, SUITE 220

GREENWOOD VILLAGE, CO 80111 303-694-6622

CONTACT:

PAUL RETZER (STRUCTURAL)

paul.retzer@walkerparking.com

8. ARCHITECTS SEAL: SEE STAMP AT RIGHT

9. FIRE SERVICE: COLUMBIA, MISSOURI FIRE DEPARTMENT

10. INSPECTION: VISN SAFETY OFFICER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

GI-004

LIFE SAFETY PLAN - TYP LEVELS

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

LIFE SAFETY PLAN - TYP LEVEL

8' 16' 32'

1/16" = 1'-0"

STAIR C STAIR D

S

S 4 S

S

S25S25

S

S23S23S23 S23

S

S

S

S

S

S

S18

S18

AS-301

AS-301

AS-301

175 STALLS

260'-1"

(145)

203'-1"

(144)

OCCUPANCY 1 : LEVEL P4 = 57,722 SF

GROUP S-2 OCCUPANCY

TYPE II-B CONSTRUCTION

FULLY SPRINKLED = No

TOTAL OCCUPANTS : 289

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

AS-401

AS-401

AS-301

CODE ANALYSIS SUMMARY

PROJECT INFORMATION:

A. BUILDING TYPE:

1. OCCUPANCY: S-2 OPEN PARKING STRUCTURE

2. CONSTRUCTION TYPE: I-B PER TABLE 406.5.4

3. MAXIMUM HEIGHT PER TABLE 406.5.4: 12 TIERS / 4 TIERS PROVIDED

4. MAXIMUM FLOOR AREA PER TABLE 406.5.4: UNLIMITED

5. ACTUAL FLOOR AREA:

LEVEL P1:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P2:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P3:

OPEN PARKING STRUCTURE 57,722 S.F.

LEVEL P4:

OPEN PARKING STRUCTURE 57,722 S.F.

TOTAL BUILDING AREA 230,888 S.F.

C. MEANS OF EGRESS:

1. OCCUPANT LOAD PER TABLE 1004.1.2:

TYPICAL LEVEL:

OPEN PARKING STRUCTURE: 200 S.F. / OCCUPANT56,619 S.F. = 289 OCCUPANTS

2. EGRESS WIDTH PER OCCUPANT PER SECTIONS 1005.3.1 & 1005.3.2 (WITHOUT SPRINKLER SYSTEM):

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S:

AT STAIR: 0.3 INCHES PER PERSON x 289 OCCUPANTS / 2 EXITS PER LEVEL = 43.5 INCHES REQUIRED & 52 INCHES PROVIDED AT DOOR: 0.2 INCHES PER PERSON x 289 OCCUPANTS / 2 EXITS PER LEVEL = 28.9 INCHES REQUIRED & 48 INCHES PROVIDED

3. MINIMUM NUMBER OF EXITS:

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S PER 1021.1:

2 EXITS REQUIRED / 2 PROVIDED

4. LENGTH OF EXIT ACCESS TRAVEL (WITHOUT SPRINKLER SYSTEM) PER TABLE 1016.2:

TYPICAL LEVEL OPEN PARKING STRUCTURE USE GROUP S-2 = 300 FEET MAX

D. FIRE RESISTIVE REQUIREMENTS:

1. STRUCTURAL REQUIREMENTS FOR TYPE I-B CONSTRUCTION

2. FIRE SEPARATION DISTANCE FOR USE GROUP S-2 PER TABLE 602: >30 FEET = 0 HR. REQ'D.

3. FIRE SEPARATION AT ELEVATOR HOISTWAY(S): 2 HOUR

4. FIRE SEPARATION AT ELEVATOR CONTROL ROOM: 2 HOUR

5. FIRE SEPARATION AT THE STORAGE ROOM: 2 HOUR

6. FIRE SEPARATION FOR A PORTION OF THE SOUTHWEST FACE OF THE GARAGE ADJACENT TO AN EXISTING OUT BUILDING ON SITE

E. FIRE PROTECTION SYSTEMS:

1. AUTOMATIC SPRINKLER SYSTEM:

OPEN PARKING STRUCTURE: NOT REQUIRED PER SECTION 903.2.10

2. STANDPIPE SYSTEM: REQUIRED PER SECTION 905.1

3. FIRE EXTINGUISHERS: REQUIRED PER SECTION 906.1

FIRE EXTINGUISHER:

TYPE: LIGHT HAZARD OCCUPANCY

MINIMUM RATED SINGLE EXTINGUISHER 2-A

MINIMUM FLOOR AREA PER EXTINGUISHER 3,000 S.F.

MAXIMUM FLOOR ARE PER EXTINGUISHER 11,250 S.F.

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 75 FT

FLOOR AREA 38,922 S.F.

NO. OF FIRE EXTINGUISHERS 8 @ LEVELS P1 - P4, 32 TOTAL

B. OPENNESS: OPENINGS IN EXTERIOR WALL OF OPEN PARKING STRUCTURES PER SECTION 406.5.2:

AREA CALCULATED BASED ON ENTIRE STRUCTURE (BOTH PHASE I & II)

LEVEL P1:

PERCENT OF PERIMETER AREA:

PERIMETER = 19,394 S.F.

OPENINGS = 6,037 S.F.

PERCENT OF OPENINGS = 6,037 S.F. / 19,394 S.F. = 31%

20 PERCENT OPENNESS IS REQUIRED / 31% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 704 L.F.

PERCENT OF OPENINGS = 704 L.F. / 1,266 L.F. = 56%

40 PERCENT OPENNESS IS REQUIRED / 56% PROVIDED

LEVEL P2:

PERCENT OF PERIMETER AREA:

PERIMETER = 14,695 S.F.

OPENINGS = 3,487 S.F.

PERCENT OF OPENINGS = 3,487 S.F. / 14,695 S.F. = 24%

20 PERCENT OPENNESS IS REQUIRED / 24% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 704 L.F.

PERCENT OF OPENINGS = 704 L.F. / 1,266 L.F. = 56%

40 PERCENT OPENNESS IS REQUIRED / 56% PROVIDED

LEVEL (P3):

PERCENT OF PERIMETER AREA:

PERIMETER = 14,695 S.F.

OPENINGS = 4,356 S.F.

PERCENT OF OPENINGS = 4,356 S.F. / 14,695 S.F. = 30%

20 PERCENT OPENNESS IS REQUIRED / 30% PROVIDED

PERCENT OF PERIMETER LENGTH:

PERIMETER = 1,266 L.F.

OPENINGS = 877 L.F.

PERCENT OF OPENINGS = 877 L.F. / 1,266 L.F. = 69%

40 PERCENT OPENNESS IS REQUIRED / 69% PROVIDED

TOP LEVEL (P4): 100% OPEN

REQ'D. EXIT WIDTH

NO. OF OCC. EXITING

FIRE EXTINGUISHER AND CABINET

ACTUAL EXIT WIDTH

NO. OF OCC./

NO. OF EXITS

SYMBOLS

FACP FIRE ALARM CONTROL PANEL

100'

(50)

STARTING

LOCATION

EXITING #

TRAVEL

DISTANCE

TRAVEL PATH

NO. OCC. EXITING

(SMALLER ROOMS)

10/1

2"

34"

FEC

CODE INFORMATION

PROJECT INFORMATION:

1. CONSTRUCTION PURPOSE: ADDITION / RENOVATION

2. REASON FOR SUBMITTAL: NEW CONSTRUCTION

3. I CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE THE

SUBMITTED PLANS FOR THE ABOVE-REFERENCED PROJECT

COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:

2015 INTERNATIONAL BUILDING CODE (IBC)

2015 INTERNATIONAL MECHANICAL CODE (IMC)

2015 INTERNATIONAL PLUMBING CODE (IPC)

2015 INTERNATIONAL FIRE CODE (IFC)

2014 NATIONAL ELECTRICAL CODE (NFPA-70)

2015 LIFE SAFETY CODE (NFPA-101)

ADA ACCESSIBILITY STANDARDS

4. LOCATION OF ANY ANTICIPATED FUTURE ADDITIONS: UNKNOWN

5. OWNER:

HARRY S. TRUMAN MEMORIAL VETERANS HOSPITAL

800 HOSPITAL DR.

COLUMBIA, MO 65201

PH (573) 814-6000

6. DATE DEVELOPED: SEE DATE ON TITLE BLOCK

7. DESIGN TEAM:

ARCHITECT:

HEALTH FACILITIES GROUP, LLC

142 N. MOSLEY ST., SUITE 300

WICHITA, KS 67202 316-262-2500

CONTACT: NAME

DESIGN CONSULTANTS:

PROFESSIONAL ENGINEERING CONSULTANTS

303 S. TOPEKA

WICHITA, KS 67202 316-262-2691

CONTACT:

BRIAN HENRY (MECHANICAL)

brian.henry@pec1.com

BRETT WALBRIDGE (ELECTRICAL)

brett.walbridge@pec1.com

BECKY HESSE (PLUMBING)

becky.hesse@pec1.com

WALKER PARKING CONSULTANTS

5350 S. ROSLYN STREET, SUITE 220

GREENWOOD VILLAGE, CO 80111 303-694-6622

CONTACT:

PAUL RETZER (STRUCTURAL)

paul.retzer@walkerparking.com

8. ARCHITECTS SEAL: SEE STAMP AT RIGHT

9. FIRE SERVICE: COLUMBIA, MISSOURI FIRE DEPARTMENT

10. INSPECTION: VISN SAFETY OFFICER

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

06/22/16

GI-005

LIFE SAFETY PLAN - LEVEL P4

EXPAND PARKING GARAGE 589-401

1/16" = 1'-0"

LIFE SAFETY PLAN - LEVEL P4

8' 16' 32'

1/16" = 1'-0"

GRID

GRID

CIP

PRECAST CONCRETE

CMU

TRAFFIC TOPPING

DETAIL TITLE

SYMBOL

DETAIL NUMBER

DETAIL TITLE

PLAN TITLE

SYMBOL

MATCH LINE

TO TIER

REVISION SYMBOL

REVISION NUMBER

REVISED AREA

CLOUD AROUND

REVISED AREA

COLUMN LINE

DATUM LINE

XX

TITLE

1/16" = 1'-0"

DETAIL NUMBER

DETAIL TITLE

XX

TITLE

1/16" = 1'-0"

WALL SECTION & SLAB

PROFILE SYMBOL

DIRECTION OF VIEW

BUILDING SECTION

LETTER

DRAWING REFERENCE

NUMBER

ELEVATION SYMBOL

DIRECTION OF VIEW

BUILDING SECTION

LETTER

DRAWING REFERENCE

NUMBER

SECTION DETAIL

SYMBOL

DIRECTION OF VIEW

BUILDING SECTION

LETTER

DRAWING REFERENCE

NUMBER

ENLARGED PLAN

OR DETAIL

DETAIL NUMBER

DRAWING REFERENCE

NUMBER

DETAIL

X

X-XXX

X-XXX

XX

X-XXX

XX

X-XXX

XX

X-XXX

XX SIM

TO TIER

LEVEL NAME

0'-0"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-000

DRAWING INDEX AND STRUCTURAL SYMBOLS

EXPAND PARKING GARAGE 589-401

RES MAP

DRAWING INDEX - STRUCTURAL

NO: SHEET NAME

S-000 DRAWING INDEX AND STRUCTURAL SYMBOLS

S-001 GENERAL NOTES

S-002 3D VIEWS

S-003 3D VIEWS

S-100 BID ITEM 1, 2 AND 3 (DEDUCT) FOUNDATION PLAN

S-101 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P1 PLAN

S-102 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P2 PLAN

S-103 BID ITEM 1 AND 2 (DEDUCT) LEVEL P3 PLAN

S-104 BID ITEM 1 (BASE BID) LEVEL P4 PLAN

S-110 BID ITEM 4, 5 AND 6 (DEDUCT) FOUNDATION PLAN

S-111 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P1 PLAN

S-112 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P2 PLAN

S-113 BID ITEM 3, 4, 5 AND 6 (DEDUCT) LEVEL P3 PLAN

S-114 BID ITEM 2, 3 AND 4 (DEDUCT) LEVEL P4 PLAN

S-115 BID ITEM 5 (DEDUCT) LEVEL P4 PLAN

S-301 LONGITUDINAL BUILDING SECTION

S-321 PRECAST SHEAR WALL

S-401 STAIR C - ENLARGED PLAN

S-402 STAIR D - ENLARGED PLAN

S-403 P/C PANEL ELEVATIONS

S-410 STAIR DETAILS

S-411 STAIR DETAILS

S-412 STAIR DETAILS

S-501 STRUCTURAL DETAILS

S-502 WATERPROOFING DETAILS

S-510 SLAB ON GRADE / FOUNDATION DETAILS

S-511 FOUNDATION DETAILS / SECTIONS INCLUDING SLAB ON GROUND DETAILS

S-512 FOUNDATION DETAILS

S-520 PRECAST BEAM DETAILS

S-521 PRECAST TEE DETAILS

S-522 PRECAST STRUCTURAL DETAILS

S-523 STRUCTURAL DETAILS

S-524 BID ITEM DEDUCT DETAILS

S-551 PRECAST COLUMN DETAILS

S-691 LAP BAR SCHEDULE

STRUCTURAL MATERIAL

DESIGNATION

STRUCTURAL CALLOUTS AND

SYMBOLS

DRAWING INDEX - ARCHITECTURAL GRAPHICS

NO: SHEET NAME

AG100 OVERALL STRIPING PLAN

AG101 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P1 PLAN

AG102 BID ITEM 1, 2 AND 3 (DEDUCT) LEVEL P2 PLAN

AG103 BID ITEM 1 AND 2 (DEDUCT) LEVEL P3 PLAN

AG104 BID ITEM 1 (BASE BID) LEVEL P4 PLAN

AG111 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P1 PLAN

AG112 BID ITEM 4, 5 AND 6 (DEDUCT) LEVEL P2 PLAN

AG113 BID ITEM 3, 4, 5 AND 6 (DEDUCT)LEVEL P3 PLAN

AG114 BID ITEM 2, 3 AND 4 (DEDUCT) LEVEL P4 PLAN

AG115 BID ITEM 5 (DEDUCT) LEVEL P4 PLAN

AG201 PHASE I LEVEL P1 PLAN

AG202 PHASE I LEVEL P2 PLAN

AG203 PHASE I LEVEL P3 PLAN

AG204 PHASE I LEVEL P4 PLAN

AG401 ENLARGED PLANS

AG501 STRIPING DETAILS

AG601 SIGN SCHEDULE AND COMPONENTS

AG602 SIGN DETAILS

AG701 SIGN MOUNTING DETAILS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-001

GENERAL NOTES

EXPAND PARKING GARAGE 589-401

RES MAP

1. "PHASE I EXISTING STRUCTURE" IS THE EXISTING

PARKING STRUCTURE LOCATED BETWEEN LINES A AND

C. "PHASE II" IS THE PARKING STRUCTURE TO BE

CONSTRUCTED PER THESE CONTRACT DRAWINGS.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-002

3D VIEWS

EXPAND PARKING GARAGE 589-401

RES MAP

SEE SHEETS S-100, S-101, S-102, S-103, S-104

AG101, AG102, AG103, AG104

SEE SHEETS S-100, S-101, S-102, S-103, S-114

AG101, AG102, AG103, AG114

SEE SHEETS S-110, S-111, S-112, S-113, S-114

AG111, AG112, AG113, AG114

SEE SHEETS S-100, S-101, S-102, S-113, S-114

AG101, AG102, AG113, AG114

N

S

W

E

N

S

W

E

N

S

W

E

N

S

W

E

BID ITEM 1 (BASE BID) BID ITEM 2 (DEDUCT)

GENERAL SHEET NOTES

BID ITEM 3 (DEDUCT) BID ITEM 4 (DEDUCT)

1. "PHASE I EXISTING STRUCTURE" IS THE EXISTING

PARKING STRUCTURE LOCATED BETWEEN LINES A AND

C. "PHASE II" IS THE PARKING STRUCTURE TO BE

CONSTRUCTED PER THESE CONTRACT DRAWINGS.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-003

3D VIEWS

EXPAND PARKING GARAGE 589-401

RES MAP

SEE SHEETS S-110, S-111, S-112, S-113, S-115

AG111, AG112, AG113, AG115

SEE SHEETS S-110, S-111, S-112, S-113

AG111, AG112, AG113

N

S

W

E

N

S

W

E

GENERAL SHEET NOTES

BID ITEM 5 (DEDUCT) BID ITEM 6 (DEDUCT)

3" MINIMUM ALL AROUND DRILLED PIER

UNLESS NOTED OTHERWISE

R E

IN

F

O R

C E

M E

N T

L E

N G

T H

S

E E

D R

IL

L E

D P

IE

R

S C

H E

D U

L E

4" CLEAR

TO TIES

d b

SHAFT DIAMETER

SEE SCHEDULE

T Y

P

IC

A L

A T

S H

E A

R W

A L L S

D

P

R O

C K

S O

C K

E T

S E

E N

O T

E

GRADE BEAM OR PIER CAP

DEPTH SEE SCHEDULE

PERMANENT OR, TEMPORARY STEEL

CASING, SEE NOTE 16. REMOVE

TEMPORARY CASING DURING

PLACEMENT OF CONCRETE

KEEPING A HEAD OF CONCRETE 96

INCHES. SEE GEOTECH REPORT

REFERENCED IN GENERAL NOTES.

DRILLED PIER BELOW

DRILLED PIER CAP WHERE SHOWN,

SEE FOUNDATION PLAN, SCHEDULE

AND DETAIL D8/S-512

"db" = TIE DIAMETER

ANCHOR BOLTS, SEE DETAIL

A1/S-551, C1/S-551, F1/S-551, AND F2/S-551.

STANDARD HOOK

UNLESS NOTED

OTHERWISE

SEE DRILLED PIER SCHEDULE

FOR VERTICAL REINFORCEMENT

AND TIES (PROVIDE (3) TIES @ 3"

ON CENTER TOP)

T.O. DRILLED PIER,

T.O. GRADE BEAM, OR

T.O. PIER CAP

ELEVATION WHERE

SHOWN, SEE FOUNDATION

PLAN

(3) TIES @ 3" ON CENTER

ELEVATION TOP OF SOUND

MASSIVE LIMESTONE

BEDROCK DETERMINED IN

FIELD BY GEOTECHNICAL

ENGINEER SEE NOTE 14

PIER CAP REINFORCING, SEE

SCHEDULE AND DETAIL D8/S-512

PROVIDE CLASS B LAP ON

D.P.C. LONGITUDINAL AND

TRANSVERSE REINFORCEMENT

ROTATE STANDARD

HOOKS AWAY FROM

ANCHOR BOLT LOCATION

C

C1

S-401

C1

S-402

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

F.4

725'-3"

DPC-3 DP-3

725'-3"

DP-2DPC-4

725'-3"

DPC-4 DP-2

725'-3"

DPC-4 DP-2

725'-3"

DP-2DPC-4

725'-3"

DPC-4 DP-2

725'-3"

DPC-4 DP-2

725'-6"

DPC-4 DP-2

725'-6"

DPC-3 DP-3

726'-6"

DPC-9 DP-6

723'-2"

DPC-1 DP-1

723'-2"

DPC-1 DP-1

723'-6"

DPC-1 GB-1DP-4 DP-4

723'-6"

DPC-1

724'-3"

DPC-1 DP-1

724'-3"

DPC-1 DP-1

724'-6"

DPC-1 DP-1

721'-2"

DPC-1 DP-1

721'-9"

DPC-1

GB-1

DP-4 DP-4

721'-9"

DPC-1

723'-3"

DPC-1 DP-1

722'-10"

DPC-1 DP-1

722'-0"

DPC-4 DP-3

722'-0"

DPC-4 DP-2

722'-6"

DPC-4 DP-2

722'-9"

DPC-4

723'-0"

DPC-4

723'-3"

DPC-4 DP-2

723'-6"

DPC-4 DP-2

723'-6"

DPC-4 DP-2

723'-6"

DPC-4 DP-3

723'-6"

DP-6DPC-5

720'-6"

DPC-5 DP-6

720'-6"

DPC-2 DP-6

DP-5

DP-5

DP-5

DP-5

690'-0"

695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0" 695'-0"

695'-0"

690'-0"

680'-0"

680'-0"

675'-0"

680'-0" 685'-0" 690'-0" 690'-0" 690'-0" 690'-0" 695'-0" 695'-0"

695'-0"

700'-0"

680'-0" 685'-0" 685'-0" 690'-0" 690'-0" 695'-0" 700'-0"

680'-0" 680'-0" 685'-0" 685'-0" 690'-0" 690'-0" 695'-0" 695'-0" 700'-0"

680'-0" 700'-0"

DP-2 DP-2

A8

S-511

E8

S-511

A8

S-511

F4

S-511

D1

S-512

D1

S-512

F5

S-512

G TO H

F5

S-512

G TO H

F3

S-512

F3

S-512

B6

S-511

D5

S-512

B6

S-511

D5

S-512

F5

S-512

TYP LINE H

F1

S-512

3 TO 8

D5

S-512

SIM

NOTE 20

NOTE 20

NOTE 20

NOTE 20

NOTE 20

NOTE 19

NOTE 19

720'-6"

GB-3

723'-6"

724'-0"

GB-3

721'-9"

NOTE 21

NOTE 21

NOTE 21

NOTE 21

E1

S-501

F7

S-501

717'-6"

717'-6"

ETF

ETF

ETF

723'-8"

724'-8"

ETF GB-5

724'-0"

724'-8"

ETF

724'-8"

ETF

720'-6"

GB-5

D5

S-512

FROM D TO

SHEAR WALL

6" TO CL OF DP

723'-6"

GB-5

C4

S-511

C4

S-511

6" TO CL OF DP

FROM E TO

SHEAR WALL

720'-6"

GB-5

OH

C1

S-511

D3

S-512

D TO E

SIM

720'-6"

ETF

D3

S-510

BOTH

ENDS OF

GB3

D3

S-510

BOTH

ENDS OF

GB3

NOTE 22

NOTE 22

NOTE 23

NOTE 23

NOTE 23

NOTE 23

NOTE 23

DP-1

DP-1 DP-1

DP-1

S-321D7 S-321D7

S-321

D4

S-321

D4

NOTE 19

NOTE 19NOTE 19

NOTE 20

NOTE 19

NOTE 19

NOTE 22

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. PROVIDE 3" CLEAR COVER FOR ALL BOTTOM

REINFORCEMENT AND 2" CLEAR FOR ALL TOP

REINFORCEMENT, UNLESS NOTED.

3. ALL COLUMNS AND DRILLED PIERS ARE CENTERED ON

GRID LINES, UNO.

4. GENERAL CONTRACTOR: ANCHOR BOLTS, EMBED

PLATES, REINFORCING BAR CAGES WITH NMB SPLICES

(OR SIMILAR) OR ANY OTHER CONNECTION MATERIALS

THAT CONNECT THE PRECAST CONCRETE MEMBERS TO

THE CIP CONCRETE FOUNDATIONS ARE TO BE CLOSELY

COORDINATED WITH THE PRECAST SUPPLIER TO FULLY

UNDERSTAND THE LARGE MAGNITUDE OF THE EMBEDS

TO BE INSTALLED AND THE TIGHT TOLERANCES

REQUIRED.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE

DESIGN AND CONSTRUCTION OF ALL TEMPORARY

EXCAVATION BRACING, SHEETING AND SHORING.

6. COORDINATE PENETRATIONS IN WALLS, GRADE BEAMS,

AND P/C MEMBERS WITH MEP AND CIVIL DRAWINGS.

SHOW PENETRATIONS ON ALL SHOP DRAWINGS. VERIFY

FINAL LOCATION WITH STRUCTURAL BEFORE

CONSTRUCTING. SEE DETAIL F1/S-501 AND DETAIL F1/S-

510.

7. INTERCONNECTING GRADE BEAMS AND PIER CAPS

SHALL BE FINISHED IN THEIR ENTIRETY BEFORE

PRECAST IS ERECTED.

8. FOR UTILITIES NEAR FOUNDATIONS, SEE DETAIL F1/S-

510.

9. SEE CIVIL DRAWINGS FOR EXTERIOR GRADES,

UTILITIES, ADJACENT STRUCTURES AND PROPERTY

LINES. NOTIFY ENGINEER OF ANY CONFLICTS

IMMEDIATELY.

10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL

DRAWINGS.

11. SEE DRAWING S-101 FOR GRADE SLAB AND SUBGRADE

INFORMATION.

12. FOR ANCHOR BOLT REQUIREMENTS, SEE DETAILS A1/S-

551, C1/S-551, F1/S-551 AND F2/S-551.

13. CONTRACTOR TO PROTECT SUBGRADE FROM DAMAGE

DUE TO WEATHER.

14. TOP OF BEDROCK ELEVATION IS ESTIMATED BASED ON

ELEVATIONS OF SOUND MASSIVE LIMESTONE BEDROCK

PER BORINGS IN THE GEOTECHNICAL REPORT.

ESTIMATED BOTTOM OF DRILLED PIER ELEVATIONS ARE

FOR BIDDING PURPOSES ONLY. ADD 2'-0" TYPICALLY

FOR ROCK SOCKETS AND 3'-0" FOR DRILLED PIERS AT

EACH END OF SHEARWALLS. ASSUME 5'-0"

VERIFICATION HOLE IN AT LEAST 25% OF THE PIER

BOTTOMS. FINAL ELEVATION MUST BE VERIFIED BY

GEOTECHNICAL ENGINEER.

15. SEE SCHEDULES THIS SHEET FOR GRADE BEAM,

DRILLED PIER CAP, AND DRILLED PIER SIZES,

REINFORCING, ETC.

16. PER THE GEOTECHNICAL REPORT, CASING MAY BE

REQUIRED DUE TO HIGH GROUNDWATER LEVELS,

LOOSE SOIL, ETC. TEMPORARY CASING IS REQUIRED

FOR ALL DOWNHOLE INSPECTIONS. SEE

GEOTECHNICAL REPORT FOR FURTHER INFORMATION.

17. PROVIDE PERIMETER DRAINAGE SYSTEM CONSISTING

OF PERFORATED PIPE, FREE DRAINING AGGREGATE

AND GEOTEXTILE FILTER FABRIC. SEE THE

GEOTECHNICAL SUPPLEMENTAL LETTER DATED MARCH

21, 2014.

18. TAKE THE EXCAVATION AN ADDITIONAL 2'-0" BELOW

GRADE BEAMS AND DRILLED PIER CAPS AND BRING

BACK TO DESIGN BASE WITH GRANULAR FILL. SEE

GEOTECHNICAL SUPPLEMENTAL LETTER DATED MARCH

21, 2014.

19. THESE REPRESENT UNDERGROUND UTILITY LINES

WHICH ARE EITHER ABANDONED OR TO BE REMOVED.

SEE CIVIL.

20. UTILITY LINE TO REMAIN, WHERE NOTED. IT IS

CONTRACTOR'S RESPONSIBILITY TO LOCATE AND

PROTECT AS REQUIRED WHILE EXCAVATING AND

CONSTRUCTING FOUNDATIONS. SEE CIVIL.

21. EXISTING ABANDONED STORM PIPE NEAR THIS

LOCATION. CORE THROUGH IF LOCATION CONFLICTS

WITH DRILLED PIER LOCATION. PROVIDE PERMANENT

STEEL CASING FOR THIS DRILLED PIER.

22. EXPECT UTILITY LINES UNDER WALLS/FOOTINGS OF

WEST SNOW DUMP AREA AND ELECTRICAL ROOM. SEE

DETAIL F1/S-510.

23. UNCOVER AND SURVEY LOCATION OF UTILITIES TO

REMAIN. COORDINATE WITH PRECASTER FOR GAPS OR

CUTOUTS NEEDED IN PRECAST GRADE WALLS.

NOTES:

1. SEE GRADE BEAM SCHEDULE AND GRADE BEAM NOTES FOR ADDITIONAL INFORMATION.

EQ EQ

S S

GRADE BEAM MARK, SEE

SCHEDULE THIS SHEET

GBX

XXX'-XX"

TOP OF GRADE BEAM

ELEVATION

GRADE BEAM

GRADE BEAM STEP LOCATION,

SEE DETAIL D6/S-511

C GRADE WALL UNOL

GRID

GRID

DPC-XX

DRILLED PIER CAP

WHERE SHOWN

DRILLED PIER

COLUMN

NOTES:

1. SEE DRILLED PIER SCHEDULE AND DRILLED

PIER NOTES FOR ADDITIONAL INFORMATION.

2. SEE DRILLED PIER CAP SCHEDULE FOR

ADDITIONAL INFORMATION.

3. FOR TOP OF DRILLED PIER SEE F7/S-100

DRILLED PIER MARK

DP-XX

XXX'-XX"/XXX'-XX"

TOP OF DRILLED PIER CAP

ELEVATION ETC

DRILLED PIER CAP

MARK

ESTIMATED BOTTOM OF

DRILLED PIER ELEVATION.

SEE NOTE 14.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Columbia, Missouri

07/08/16

S-100

BID ITEM 1, 2 AND 3 (DEDUCT) FOUNDATION

PLAN

EXPAND PARKING GARAGE 589-401

RES MAP

0 8' 16' 32'

1/16" = 1'-0"

1/16" = 1'-0"F3

FOUNDATION PLAN

(BID ITEM 1, 2 AND 3)

GENERAL SHEET NOTES

N

S

W

E

D7

FOUNDATION GRADE BEAM

LEGEND

B7

STRUCTURAL FOUNDATION

LEGEND (FOR DRILLED PIERS)

F7

DRILLED PIER AND CAP DETAIL

DRILLED PIER SCHEDULE (SEE DETAIL F7/S-100)

MARK

SIZE REINFORCING

REMARKS

SHAFT

DIAMETER

VERTICAL

REINFORCEMENT TIES

REINFORCEMENT

LENGTH

DP-1 5' - 0" (12) #10 #4 @ 18" OC 15'-0"

DP-2 4' - 0" (7) #10 #4 @ 18" OC 15'-0"

DP-3 3' - 6" (7) #9 #4 @ 18" OC 15'-0"

DP-4 5' - 0" (18) #11 #4 @ 18" OC FULL LENGTH

DP-5 4' - 0" (16) #10 #4 @ 18" OC FULL LENGTH

DP-6 3' - 0" (8) #10 #3 @ 16" OC FULL LENGTH REINF. LENGTH = 15'-0" AT H/1 &

H/11

GRADE BEAM SCHEDULE (SEE DETAILS B8 AND F8/S-512)

MARK

SIZE (INCHES) LONGITUDINAL REINFORCEMENT

CLOSED TIES/ STIRRUPS REMARKSW D TOP BOTTOM

SIDE REINFORCING

EACH FACE

GB-1 5' - 6" 4' - 0" (8) #10 (19) #11 #6 @ 8" OC #5 - 3 @ 4", 10 @ 6", REMAINDER @ 12" 4 LEGS

GB-3 4' - 6" 4' - 0" (7) #10 (10) #10 #6 @ 8" OC #5 - 3 @ 4", 10 @ 6", REMAINDER @ 16" 4 LEGS

GB-4 1' - 6" 3' - 0" (3) #6 (4) #9 #5 @ 12" OC #4 - 3 @ 4", 10 @ 6", REMAINDER @ 12" 2 LEGS

GB-5 1' - 6" 4' - 0" (3) #10 (5) #10 #5 @ 12" OC #4 - 3 @ 4", 10 @ 6", REMAINDER @ 12" 2 LEGS

DRILLED PIER CAP SCHEDULE (SEE DETAIL D8/S-512)

MARK

SIZE REINFORCING

REMARKSLENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE HORIZONTAL

DPC-1 5' - 6" 5' - 6" 3' - 0" (8) #5 TOP AND BOTTOM (8) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-2 4' - 6" 3' - 6" 4' - 0" (5) #5 TOP AND BOTTOM (6) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-3 4' - 0" 4' - 0" 3' - 0" (5) #5 TOP AND BOTTOM (5) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-4 4' - 6" 4' - 6" 3' - 0" (6) #5 TOP AND BOTTOM (6) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-5 6' - 6" 4' - 6" 3' - 0" (6) #5 TOP AND BOTTOM (9) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-6 5' - 0" 5' - 0" 4' - 0" (8) #6 TOP AND BOTTOM (8) #6 TOP AND BOTTOM #4 @ 18" OC

DPC-7 5' - 6" 5' - 6" 4' - 0" (8) #5 TOP AND BOTTOM (8) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-8 5' - 9" 4' - 6" 4' - 0" (6) #5 TOP AND BOTTOM (8) #5 TOP AND BOTTOM #4 @ 18" OC

DPC-9 4' - 6" 3' - 6" 6' - 6" (5) #5 TOP AND BOTTOM (6) #5 TOP AND BOTTOM #4 @ 18" OC

FD FD FD FD

FD FD FD

ELEVATION

PLAN

ELEVATION

PLAN

FACE OF BEAM

FACE OF WALL

PROVIDE WASH

AS REQUIRED

SEE PLAN

PROVIDE WASH

AS REQUIRED

SEE PLAN

S E

E S

T R

U C

T U

R A

L D

E T

A

IL

S S

E E

S T

R U

C T

U R

A L

D E

T A

IL

S

AT TOPPED TEE

AT SLAB ON GRADE

GRID

GRID

FLOOR ELEVATION AT

COLUMN CENTER

LINE,

TYPICAL

X

XX

X'-X X"

P/C COLUMN

1"

P/C PANEL

P/C PANEL

V-GROOVE TO

MATCH PANEL

JOINTS

SEALANT ALL

AROUND

CONNECTION BY

PRECASTER,

SEE C5/S-410 SIM

FD

C

C3

S-401

C3

S-402

D

E

F

G

H

1.1 2 3 4 5 6 7 8 9 10 10.9 11

1'-0" 12'-3" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 36'-0" 12'-3" 1'-0"

314'-6"

F.4

STAIR C STAIR D

5" CONCRETE SLAB ON GRADE,

TYPICAL. SEE NOTE 7

CONTROL JOINTS,

TYPICAL, SEE D7

AND F7/S-510

SNOW DUMP

AREA

SNOW DUMP

AREA

EXISTING PHASE I

PARKING STRUCTURE

SEE NOTE 14

ELECTRICAL

ROOM

3'-6"

9'-4"

SEE NOTE 15

F1

S-101

727'-0"

727'-0"

726'-9"

726'-9"

724'-8"

3'

-5

723'-3"

723'-3"

722'-8" 723'-8"

723'-3"

724'-3"

724'-8"

725'-3"

725'-0"

725'-6" 72 5' -3

" 725'-9"

725'-9" 72 6' -4

725'-1 0 1

/2

5'

-7

726'-1"

726'-9 " 726'-9"

726'-9"

726'-9"

726'-9" 72 6' -9

728'-8" 728'-8

723'-5"

3'

-5

3'

-5

3'

-5

3'

-1 1"

4'

-2

/2

4'

-6

4' -9

/2

5'

-0

5' -2

" 725'-5"

725'-9"

5'

-9 "723'-10"

724'-2 1/2"

724'-7"

6' -8

"726'-8"

727'-0 " 727'-0"

727'-0

727'-0

726'-8

726'-9

726'-9"

727'-0

726'-3

727'-0

726'-9 "72

6' -8

6' -3

7' -0

726'-9

727'-0

726'-9 "726'-8

727'-0

727'-0"5

730'-6"

ETW

ETW

GRID 3 TO 8

730'-6"

ETW

730'-6"

ETW

732'-5"

ETW

730'-9"

ETW

732'-5"

A7

S-510

A7

S-510

A5

S-510

FLOOR DRAIN,

SEE D5/S-510 TYP

5" CONCRETE

SLAB ON GRADE,

TYPICAL. SEE

NOTE 7

E7

S-510

BOLLARD,

SEE C5/S-510

TYP

EDGE OF

PHASE I SLAB

EDGE OF

PHASE I SLAB

F5

S-510

TYP AT

COLUMNS

F5

S-101

4'-0" WIDE x 2" WASH

A5

S-510

PROVIDE (2)

3/4"ø COIL

RODS FROM

COLUMN INTO

GRADE SLAB

WITH

HORIZONTAL

SLOTTED

INSERTS

727'-9"

729'-5"

ETW

729'-5"

ETW

733'-9"

ETW

ETW

TYP LINE H

730'-6"

730'-6"

730'-6"

ETW

ETW

ETW

729'-5"

ETW

727'-9"

ETW

7'-0" 5'-0"

NOTE 16

NOTE 16

BOLLARD, SEE B1/S-510

NOTE 16

NOTE 16

E Q

E Q

E Q

E

Q EQ EQ EQ

LEVEL P2

EL 741'-8"

LEVEL P3

EL 753'-4"

LEVEL P4

EL 765'-0"

LEVEL P1

EL VARIES

EXIT

ENTRY/EXIT

ENTRY/EXIT

ENTRY

DASHED LINE REPRESENTS

PHASE I STRUCTURE

1. REFER TO SHEET S-001 FOR GENERAL NOTES.

2. REFER TO DETAIL E7/S-101 FOR PLAN ELEVATION KEY.

3. REFER TO CIVIL DRAWINGS FOR EXTERIOR GRADE

E…