1. No category

-
Midas International Corporation 1300 Arlington Heights Road Itasca Illinois 60143 630.438.3000
R
VICINITY MAP
R
PARTICIPANTS
OWNERS REP.:
MECHANICAL ENGINEER:
MIDAS INTERNATIONAL CORPORATION
ITASCA, IL 60143
ATTN: PETER BALMES
(630) 438-3553
STRUCTURAL ENGINEER:
ARCHITECT:
NORMAN HERMAN
PERFORMANCE ENGINEERING
LITTLETON, CO 80120
ATTN: NORM HERMAN
(303) 738-9991
ATTN: TOM SCHOTT
(303) 721-3322
KVA CONSULTING
19590 EAST MAIN STREET #209
PARKER, CO 80128
(303) 646-4770
ATTN: JOHN TINSLEY
ELECTRICAL ENGINEER:
KVA CONSULTING
19590 EAST MAIN STREET #209
PARKER, CO 80128
(303) 646-4770
ATTN: JOHN TINSLEY
TITLE INDEX
ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF
FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE.
7)
8)
9)
10)
11)
12)
13)
14)
DETAIL
DETAIL IDENTIFICATION
2
A-5
LOCATED ON SHEET
INTERIOR ELEVATION
1
A3-1
OFFICE
PROVIDE FIRE ALARM AND DETECTION SYSTEMS ONLY IF REQUIRED
BY THE CITY OR COUNTY FIRE MARSHAL AND AS SPECIFIED IN
PROJECT MANUAL.
950 SQ.FT.
ROOM NAME
ROOM NUMBER
18)
DO NOT SCALE DRAWINGS. IF A REQUIRED DIMENSION IS MISSING, PLEASE
CONTACT THE ARCHITECT IMMEDIATELY.
NO MODIFICATIONS TO PLANS SHALL BE MADE WITHOUT PERMISSION OF
THE ARCHITECT. MODIFICATIONS DUE TO FIELD CONDITIONS MUST RECEIVE
WRITTEN APPROVAL PRIOR TO COMMENCEMENT OF WORK.
NEW CONTOUR
71
NUMBERS IN THE OTHER
71
EXISTING CONTOUR
DOOR SYMBOL
W1
DRAFT STOPS SHALL BE INSTALLED PER APPLICABLE BUILDING CODES.
CENTER LINE OF STREAM
LETTERS IN ONE DIRECTION
1
AT BUILDING ENVELOPE WHERE EXPOSED INSULATION IS INDICATED ON
PLANS, SECTIONS AND DETAILS, PROVIDE A FIRE RESISTIVE
VAPOR BARRIER AT WARM FACE OF INSULATION.
17)
PROPERTY LINE
SQUARE FOOTAGE
A
3
ELECTRIC RESISTANT HEAT IS NOT ALLOWED.
CENTER LINE
GRID MARKERS
PROVIDE HORIZONTAL FIREBLOCKING IN ALL COMBUSTIBLE FRAME
WALLS AT 10'-0" ON CENTER AND WHERE FRAME WALLS PENETRATE
CEILINGS. FIREBLOCK IN ACCORDANCE WITH U.B.C. FRAMING STNDS.
16)
TOP OF PAVEMENT
ROOM SYMBOL
101
PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON THE
REFLECTED CEILING PLAN AND SPECIFICATION.
FINISH FLOOR REFERENCE DATUM EQUALS (100'-0"). REFER TO
TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION.
TOP OF CURB
LOCATED ON SHEET
ALL DECORATIVE MATERIALS (EG. DISPLAYS & ADS) ARE REQUIRED TO BE
FLAME-RETARDANT . POST "NO SMOKING" SIGNS AS REQUIRED.
PROVIDE BUILDING ADDRESS ON EXTERIOR OF BUILDING. PUT ADDRESS
ABOVE MAIN ENTRY TO STORE. LETTERS AND/OR NUMERALS
TO BE 12" HIGH MINIMUM. SYMBOLS SHALL BE PAINTED ON GLASS
PER CITY STANDARDS. ILLUMINATE IF REQUIRED BY ZONING ORDINANCE.
FINISH GRADE ELEVATION
ELEVATION IDENTIFICATION
PROVIDE (1) 2A-10BC FIRE EXTINGUISHER (WALL MOUNTED) FOR EACH
3000 SQUARE FEET OF FLOOR AREA. MAXIMUM TRAVEL DISTANCE
SHALL BE 75 FEET TO AN EXTINGUISHER. T.O. CABINET
@ 48" A.F.F. MAX.
15)
19)
LOCATED ON SHEET..
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE
CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING
AGENCY.
ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN
FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED.
BD.
BLDG.
BLK.
BLK'G.
BM.
BOT.
B.U.R.
BOARD
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
BUILT UP ROOF
CAB.
C.B.
CEM.
CH.
C.J.
CLG.
CLR.
C.O.
COL.
CONC.
CONN.
CONSTR.
CONT.
C.T.
CTR.
CTSK.
CABINET
CATCH BASIN
CEMENT
CHANNEL
CONTROL JOINT
CEILING
CLEAR
CLEAN OUT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CERAMIC TILE
CENTER
COUNTER SUNK
DBL.
DEPT.
DET.
DIA.
DIM.
DN.
DR.
D.S.
DWG.
DOUBLE
DEPARTMENT
DETAIL
DIAMETER
DIMENSION
DOWN
DOOR
DOWNSPOUT
DRAWING
E.
EA.
E.I.F.S.
EAST
EACH
EXTERIOR INSULATION
FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATOR
ENCLOSURE
ELECTRICAL PANEL
@
C
L
01
REVISION CLOUD
DOOR NUMBER
WALL SYMBOL
WALL IDENTIFICATION
WINDOW SYMBOL
WINDOW IDENTIFICATION
2
IDENTIFYING NUMBER
E.J.
EL.
ELEC.
ELEV.
ENCL.
E.P.
EQ.
EQUIP.
EXIST.
EXPO.
EXT.
F.O.I.C.
GYP.
EQUAL
EQUIPMENT
EXISTING
EXPOSED
EXTERIOR
FURNISHED BY OWNER
INSTALLED BY CONT'R.
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE HYDRANT
FINISH
FLASHING
FLOOR
FLUORESCENT
FOUNDATION
FRAMING
FOOT OR FEET
FOOTING
FURRING
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GLASS
GROUND
GRADE
GROUP
GYPSUM WALL
BOARD
GYPSUM
HDWR.
HDCP.
HDWD.
H.B.
H.C.
H.M.
HORIZ.
HR.
HT.
HARDWARE
HANDICAP
HARDWOOD
HOSE BIBB
HOLLOW CORE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
INST.
INSUL.
INT.
INSTALLATION
INSULATION
INTERIOR
LAM.
LB.
LOC.
LAMINATED
POUND
LOCATION
F.D.
F.E.
F.H.
FIN.
FLASH.
FLR.
FLUOR.
FOUND.
FRM'G.
FT.
FTG.
FURR.
GA.
GALV.
G.C.
GL.
GND.
GR.
GP.
G.W.B.
MATL.
MAX.
MFR.
M.H.
MECH.
MIN.
MISC.
MTD.
MTL.
MATERIAL
MAXIMUM
MANUFACTURER
MANHOLE
MECHANICAL
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
N.
N.I.C.
NO.
N.T.S.
NORTH
NOT IN CONTRACT
NUMBER
NOT TO SCALE
O.C.
O/
OPP.
ON CENTER.
OVER
OPPOSITE
PL.
PLYWD.
P.P.
PLAM
PLATE
PLYWOOD
POWER POLE
PLASTIC LAMINATE
R.
R.D.
REC.
REF.
REINF.
REQ'D.
RM.
RADIUS OR RISER
ROOF DRAIN
RECOMMENDED
REFERENCE
REINFORCED
REQUIRED
ROOM
S.
S.C.
SCHED.
SHT.
SHT'G.
SIM.
SPEC.
SQ.
STD.
STL.
STOR.
STRUC.
SUSP.
S.& V.
SVC.
SYM.
S/W
SOUTH
SOLID CORE
SCHEDULE
SHEET
SHEATHING
SIMILAR
SPECIFICATIONS
SQUARE
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
STAIN AND VARNISH
SERVICE
SYMMETRICAL
SIDEWALK
T.
T.C.
TEL.
T.& G.
THK.
T.O.P.
T.P.
T.W.
TYP.
TREAD
TOP OF CURB
TELEPHONE
TONGUE AND GROOVE
THICK
TOP OF PLATE
TOP OF PAVEMENT
TOP OF WALL
TYPICAL
U.B.C.
UNIFORM BUILDING
CODE
UNFINISHED
UNLESS OTHERWISE
NOTED
UNF.
U.O.N.
VERT.
VERTICAL
W.
W/
WD.
WDW.
W/O
W.P.
W.R.
WSCT.
WT.
WEST
WITH
WOOD
WINDOW
WITHOUT
WATERPROOF
WATER RESISTANT
WAINSCOT
WEIGHT
PLUMBING
PLUMBING DETAILS & SPECS
P1
PLUMBING PLAN
P2
ELECTRICAL
PANEL SCHEDULES & ONE-LINE
E0.0
POWER PLAN
E1.0
LIGHTING PLAN
E2.0
BASEMENT & MEZZ. ELEC. PLAN
E2.0
LANDSCAPING
LANDSCAPE PLAN
L1-1
LEGAL DESCRIPTION
8007 LOUETTA ROAD
CHAMPION FALLS ESTATES
HARRIS COUNTY, TEXAS
CODE DATA
CODES AND STANDARDS:
CODE STUDY
CONSTRUCTION TYPE:
OCCUPANCY:
FLOOR AREA ALLOWED:
FLOOR AREA SHOWN:
BASEMENT:
GROUND FLOOR:
TOTAL FLOOR AREA:
HEIGHT ALLOWED:
HEIGHT SHOWN:
OCCUPANT LOAD:
SALES AREA
SERVICE BAYS & STORAGE
OFFICE
RESTROOMS
BASEMENT
TOTAL OCCUPANT LOAD:
EXITING:
SALES / WAITING AREA:
EXITS REQUIRED / PROVIDED:
INSTALLATION BAYS:
EXITS REQUIRED / PROVIDED:
IBC 2006 EDITION
UPC 2000 EDITION
UMC 2000 EDITION
IFC 2006 EDITION
NEC 2005 EDITION
1
REQUIREMENTS:
II-B
S-1
17,500 SQ. FT.
CODE:
TABLE 601
SECTION 302
TABLE 503
1,360 SF
4,999 SF
6,359 SF
3-STORIES (55'-0")
22'-0"
545 SF/1 PER 30 SQ. FT. = 18
4,030 SF/1 PER 300 SQ. FT. = 13
64 SF/1 PER 100 SQ. FT. = 1
NOT INCLUDED IN OCCUP. CALC.
1,255 SF/1 PER 300 SQ. FT. = 4
36 OCCUPANTS
01.05.09
5)
B
A-3
6.
0
SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
ELEVATION MARKER
SECTION IDENTIFICATION
.5
4)
#
A.B.
ACOUS.
A.F.F.
AGGR.
ALUM.
ANOD.
APPROX.
ARCH.
ASPH.
AND
ANGLE
AT
CENTERLINE
DIAMETER OR
ROUND
PERPENDICULAR
POUND OR NUMBER
ANCHOR BOLT
ACOUSTICAL
ABOVE FINISH FLR.
AGGREGATE
ALUMINUM
ANODIZED
APPROXIMATE
ARCHITECTURAL
ASPHALT
WALL SECTION
72
.0
GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT
OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE
PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY.
LOCATED ON SHEET...
.1
3)
NORTH ARROW
T.
C
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE
PLANS , PROJECT SPECIFICATIONS AND GOVERNING CODES.
SECTION IDENTIFICATION
.1
5
2)
6)
3
A4-1
THESE PLANS AND THE INFORMATION CONTAINED HEREIN, ARE THE SOLE
PROPERTY OF ARCODEV. UNAUTHORIZED COPYING, DISCLOSURE OR
OR OTHER UNAUTHORIZED USES ARE PROHIBITED.
T.
P
1)
MECHANICAL
MECHANICAL DETAILS & SPECS
M1
M2
MECHANICAL PLAN
1
BUILDING SECTION
COMMENTS
ABBREVIATIONS
ARCHITECT OF RECORD
DATE
SYMBOLS
STRUCTURAL
STRUCTURAL NOTES
S1-0
FOUNDATION PLANS
S2-0
BASEMENT FOUNDATION & FLOOR
S2-1
FRAMING PLAN
ROOF FRAMING PLAN
S2-2
SECTIONS AND DETAILS
S3-0
SECTIONS AND DETAILS
S3-1
SECTIONS AND DETAILS
S3-2
REVISION
GENERAL NOTES
1
ARCHITECTURAL
COVER SHEET
A1-1
SITE PLAN
A1-2
SITE DETAILS
A1-3
GENERAL CONDITIONS
A1-4
GENERAL CONDITIONS
A1-5
BASEMENT FLOOR & CLG PLANS
A2-1
GROUND FLOOR PLAN
A2-2
EQUIPMENT PLANS
A2-3
GROUND FLOOR CEILING PLAN
A2-4
A2-5
ROOF PLAN
EXTERIOR ELEVATIONS
A3-1
EXTERIOR ELEVATIONS
A3-2
BUILDING SECTIONS
A4-1
BUILDING SECTIONS
A4-2
WALL SECTIONS
A4-3
WALL SECTIONS
A4-4
DETAILS
A4-5
DETAILS
A4-6
RESTROOM PLANS & ELEVS
A5-1
MILLWORK DETAILS
A5-2
PLATFORM DETAILS
A5-3
PLATFORM & LUBE DETAILS
A5-4
SCHEDULES
A6-1
EXTERIOR SIGN DETAILS
A7-1
ARCHITECT
2100 WEST LITTLETON BLVD.
SUITE 200
LITTLETON, CO 80120
VOICE: 303.738.9991
FAX: 303.738.9990
TABLE 503
TABLE 1004.1.2
SECTION 1018
SHEET
A1-1
1 /2
1 /2
COVER SHEET