36C25518R0074-00001004.pdf
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36C25518R0074 00001 No 589-401 Drawings Vol 1.pdf
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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
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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
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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"
File details come from the government source that posted it.