gsbs fort herriman middle school ceiling addition...ceiling plan, section, schedule, & 3d -area...
TRANSCRIPT
GSBS PROJECT NO.:
ISSUED DATE:
375 WEST 200 SOUTH
SALT LAKE CITY, UT 84101
801.521.8600
801.521.7913
P
F
www.gsbsarchitects.com
GSBSARCHITECTS
GRAPHIC SYMBOLS
BLOCKING, ROUGH WOOD
METAL (LARGE SCALE)
QUARRY/CERAMIC TILE
GRAVEL
EARTH
MATERIALS/LEGEND
CONCRETE MASONRY UNIT
CONCRETE (POURED IN PLACE)
GYPSUM BOARD OR SETTING BEDS
INSULATION (BATT & BLANKET)
INSULATION (RIGID/SEMI-RIGID)
CONTINUOUS ROUGH WOOD
PLYWOOD
FACE BRICK
GRID
GRID
W1
100A
ELEVATION CONTROL POINT
ROOM NUMBER
SHEET WHERE ELEVATION IS DRAWNELEVATION IDENTIFICATION
EXTERIOR ELEVATION SYMBOL
SHEET WHERE SECTION IS DRAWNSECTION REFERENCE/
WALL SECTION SYMBOL
BUILDING SECTION SYMBOLSECTION REFERENCE/SHEET WHERE SECTION IS DRAWN
DETAIL SYMBOLDETAIL NUMBER/SHEET WHERE DETAIL IS DRAWN
WINDOW OR STOREFRONT NUMBER
DOOR NUMBER
OR DATUM POINT
REVISION TAG
GRID LINES
101
NAME
#SHEET
1
SHEET
#
SHEET
#
SHEET
#
SHEET
#SCALE
VIEW NAME VIEW NUMBER/SHEET WHERE VIEW IS LOCATEDVIEW NAME/ VIEW SCALE
VIEW TITLE
ROOM NAME
SHEET WHERE ELEVATION IS DRAWNELEVATION IDENTIFICATION
INTERIOR ELEVATION SYMBOL
#SHEET
ROOM TAG
WINDOW TAG
DOOR TAG
WOOD
COMPACTED FILL
FIREPROOFING
FORT HERRIMAN MIDDLE SCHOOL CEILING ADDITION
01.14.2020
2014.006.00
FORT HERRIMANMIDDLE SCHOOLCEILINGADDITION
14058 Mirabella Dr.Herriman, UT 84096
7905 S. REDWOODROAD WEST JORDAN,UT 84088-4601
DRAWING INDEX
Sheet Number Sheet Name
GENERAL
G100 COVER SHEET
ARCHITECTURAL
A100 OVERALL REFLECTED CEILING PLAN & DETAILS
A101a CEILING PLAN, SECTION, SCHEDULE, & 3D - AREA 'A'
A101b CEILING PLAN, SECTION, SCHEDULE, & 3D - AREA 'B'
A101c CEILING PLAN, SECTION, SCHEDULE, & 3D - AREA 'C'
A300 WALL PANEL ELEVATIONS
PROJECT LOCATION
STC SOUND TRANSMISSIONCOEFFICIENT
SPEC. SPECIFICATION
STD. STANDARD
STRUCT. STRUCTURAL
SUPER. SUPERVISOR
SUSP. SUSPENDED
THRU THROUGH
T.O. TOP OF
T.O.A. TOP OF ASPHALT
T.O.C. TOP OF CURB
T.O.F. TOP OF FOOTING
T.O.S. TOP OF SLAB OR SIDEWALK
T.O.W. TOP OF WALL
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VEN. VENEER
VERT. VERTICAL
VEST. VESTIBULE
VCT VINYL COMPOSITION TILE
WWF WELDED WIRE FABRIC
W/ WITH
WD. WOOD
MISC. MISCELLANEOUS
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
# NUMBER
NO. NUMBER
O.C. ON CENTER
OWSJ OPEN WEB STEEL JOIST
OPP. OPPOSITE
O.D. OUTSIDE DIAMETER
O.F. OUTSIDE FACE
O.H. OVERHEAD
OHD OVERHEAD DOOR
PNT PAINTED OR PAINT
PTN PARTITION
PERP. PERPENDICULAR
PLAM PLASTIC LAMINATE
PL. PLATE
PCF POUNDS PER CUBIC FOOT
PLF POUNDS PER LINEAL FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PROT. PROTECTION
QTY. QUANTITY
RAD. RADIUS
REINF. REINFORCED
REQ REQUIRED
R.D. ROOF DRAIN
RM. ROOM
R.O. ROUGH OPENING
SCHED. SCHEDULE
SHT. SHEET
SHR. SHOWER
SIM. SIMILAR
GFGI GOVERNMENT FURNISHEDGOVERNMENT INSTALLED
GND. GROUND
GYP. BD. GYPSUM BOARD
GWB. GYPSUM WALL BOARD
HC. HANDICAPPED
HDWR. HARDWARE
HSA HEADED STUD ANCHOR
HVAC HEATING/VENTILATION/AIRCONDITIONING
HT. HEIGHT
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
HYD HYDRANT
IN. INCHES OR INCH
INFO. INFORMATION
I.D. INSIDE DIAMETER
I.F. INSIDE FACE
INSUL. INSULATION
INT. INTERIOR
LAV. LAVATORY
LT. LIGHT
LT. WT. LIGHT WEIGHT
MAINT. MAINTENANCE
MANUF. MANUFACTURER
MFR. MANUFACTURER
M.O. MASONRY OPENING
MAT. MATERIAL
MAX. MAXIMUM
MECH. MECHANICAL
MTL. METAL
MIN. MINIMUM
DTL. DETAIL
Ø DIAMETER
DIA. DIAMETER
DBL. DOUBLE
DWGS. DRAWINGS
EA. EACH
E.F. EACH FACE
E.S. EACH SIDE
E.W. EACH WAY
EWC ELECTRIC WATER COOLER
EL. ELEVATION
ELEV. ELEVATION
EQ. EQUAL
EXIST. EXISTING
EXP. EXPANSION
E.J. EXPANSION JOINT
EXT. EXTERIOR
FT. FEET OR FOOT
FIN FINISH
FF FINISH FLOOR
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FLR. FLOOR
FD FLOOR DRAIN
FTG. FOOTING
FDN. FOUNDATION
GA. GAGE/GAUGE
GAL. GALLON
GPM GALLONS PER MINUTE
GALV. GALVANIZED
GOVT. GOVERNMENT
GFCI GOVERNMENT FURNISHEDCONTRACTOR INSTALLED
ABV ABOVE
A.F.F. ABOVE FINISH FLOOR
ADJ. ADJUSTABLE
ALUM. ALUMINUM
ASTM AMERICAN SOCIETY FOR TESTINGMATERIALS
AB ANCHOR BOLT
< ANGLE
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL OR ARCHITECT
@ AT
BP BASE PLATE
BRG. BEARING
B.M. BENCHMARK
BTWN BETWEEN
BITUM. BITUMINOUS
BD. BOARD
BOT. BOTTOM
B.O. BOTTOM OF
BLDG BUILDING
CLG. CEILING
CL CENTER LINE
CT CERAMIC TILE
CLR. CLEAR
COL COLUMN
CONC CONCRETE
CMU CONCRETE MASONRY UNIT
CONST. CONSTRUCTION
CONT. CONTINUOUS
C.J. CONTROL JOINT
COORD. COORDINATE
DBA DEFORMED BAR ANCHOR
DEPT DEPARTMENT
Special Use & Occupancy (e.g. High Rise, Covered Mall; IBC CH. 4):
Mixed Occupancy (IBC 508): Yes
ADA Accessibility GuidelinesICC/ANSI A117.1
Uniform Code for Building Conservation
National Electrical Code
International Energy Conservation Code
International Fire Code
International Plumbing Code
International Mechanical Code
International Building Code
YearYear
APPLICABLE CODES
A. Occupancy and Group (IBC 306 & 508.3.1):
CODE ANALYSIS
Change in Use (IBC 3406): Yes
No
No
2018
2018
2018
2018
2018
2017
2015
2010
A101a
1
A101b
1
A101c
1
MAIN HALLWAYWEST END
CAFETERIA
ENTRY HALLWAY
MAIN HALLWAYEAST END
MEDIA CENTER
ACOUSTICAL PANEL CEILINGTILE
PRE-FINISHED METAL EDGETRIM
SOUND ATTENUATIONBLANKETS
4"
EXISTING ROOF DECK
ACOUSTICAL PANEL CEILINGTILE
PRE-FINISHED METAL EDGETRIM
SOUND ATTENUATIONBLANKETS
EXISTING ROOF DECK
EXISTING JOIST BRIDGING
EXISTING ROOF DECK
EXISTING CONDUIT
PRE-FINISHED METAL EDGE TRIM
CONDUIT TYPICALLY TRANSITIONS UP TO UNDERSIDE OF DECK WHEN CLEAR OF JOIST TOP CHORD
PUNCH ROUND HOLE IN WALL OF EDGE TRIM TO ALLOW EXISTING CONDUIT TO PASS
SLOT ACOUSTICAL PANEL TONEAREST EDGE. MINIMIZEWIDTH OF SLOT.
ACOUSTICAL PANEL CEILING TILE
METAL GRID SUSPENSION SYSTEM
CABLE OR HANGER
ACOUSTICAL PANEL CEILINGTILE
PRE-FINISHED METAL EDGETRIM
SOUND ATTENUATIONBLANKETS
EXISTING ROOF DECK
1" ALL AROUND
EXISTING SOUND SPEAKER SYSTEM
SOUND ATTENUATIONBLANKETS
EXISTING ROOF DECK
VA
RIE
S
NEW CEILING
EXISTING FIRE SPRINKLER PIPE & HEAD.WHERE CLEARANCE BETWEEN HEAD & CEILING IS LESS THAN 1", ROTATE OUTLET & REPLACE W/ PENDANT HEAD.
NORTH
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
375 WEST 200 SOUTH
SALT LAKE CITY, UT 84101
801.521.8600
801.521.7913
P
F
www.gsbsarchitects.com
GSBSARCHITECTS
01.14.2020
2014.006.00
A100
OVERALL REFLECTED
CEILING PLAN & DETAILS
FORT HERRIMANMIDDLE SCHOOLCEILINGADDITION
14KP17
14058 Mirabella Dr.Herriman, UT 84096
7905 S. REDWOOD ROADWEST JORDAN, UT84088-4601
1/16" = 1'-0"A1001 OVERALL REFLECTED CEILING PLAN
KEYPLAN
A B C
3" = 1'-0"A100
2 TYP. CLOUD EDGE DETAIL3" = 1'-0"A100
3 TYP. DETAIL @ BRIDGING3" = 1'-0"A100
4 TYP. TRIM DETAIL @ CONDUIT3" = 1'-0"A100
5 TYP. SMALL PENETRATION DETAIL
3" = 1'-0"A1006 TYP. DETAIL @ SURFACE MTD SPEAKER
3" = 1'-0"A1007 TYP. FIRE SPRINKLER CONDITION
20KP10
2
A101a
A1a
A2b A3b A4b A5b A6b A7b
A7a
A2a A3a A4a A5a A6a
A1b
5"
8.5"
5.5"
9.5"
7.5"
11"
1'-4"
11"
5.5"
8"
6.5"
1'-3.5"
11"
4.5"
4.5"
1'-3"
8"
6"
6.5"
FRO
M C
L O
F C
OLU
MN
2'-0
"2
'-6"
10
"4
'-0"
2'-0" TYP.
EXISTING ROOF DRAIN PIPING
EXISTING MECHANICAL DUCTWORK, TYP.
EXISTING GYP. BD. SOFFIT, TYP.
EXISTING STEEL ROOF BEAM
EXISTING STEEL ROOF JOISTS, TYP.
Level 1 (exist)94' - 5"
Level 3123' - 2 1/2"
EXISTING STEEL ROOF FRAMING
EXISTING MECHANICAL DUCTWORK
EXISTING FIRE SPRINKLER SYSTEM
NEW ACOUSTICAL CEILING SYSTEM
EXISTING SUSPENDED LINEAR LIGHT FIXTURE
EXISTING CYLINDRICAL SPEAKERS
Existing Structural Column
SYMBOL LEGEND
1. CEILING SYSTEM HANGERS MAY BE ATTACHED TO STEEL ROOF DECK BUT SHALL SUPPORT NO MORE THAN 50 LBS. PER HANGER. HANGERS SHALL BE STAGGERED TO DISTRIBUTE THE LOAD OVER MULTIPLE DECK FLUTES.2. ACOUSTIC PANEL CLOUDS TO BE CENTERED BETWEEN JOISTS UNLESS SHOWN OTHERWISE. WHERE CLOUDS ARE NOT SHOWN CENTERED, THEY HAVE BEEN MOVED TO AVOID A CONFLICT. CONTRACTOR TO FIELD VERIFY.3. SEE DETAIL 3/A100 FOR CONDITION AT JOIST TOP-CHORD BRIDGING.4. EXISTING SOUND SYSTEM SPEAKERS ARE MOUNTED TO UNDERSIDE OF DECK.5. EXISTING INTERCOM SPEAKERS ARE SUSPENDED BY CABLE.
Existing Suspended Linear Light
Existing Sound System Speaker
GENERAL NOTES
Existing Fire Sprinkler/ Approx. Distance from Ceiling.Contractor to field verify. See detail 7/A100.
Existing Pipe Hanger
Existing Structural Bridging
4"
Existing Smoke Detector
Existing Intercom Speaker
New Acoustic Ceiling System
Full Acoustic Ceiling Tile
Partial Acoustic Ceiling Tile
NORTH
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
375 WEST 200 SOUTH
SALT LAKE CITY, UT 84101
801.521.8600
801.521.7913
P
F
www.gsbsarchitects.com
GSBSARCHITECTS
01.14.2020
2014.006.00
A101a
CEILING PLAN, SECTION,
SCHEDULE, & 3D - AREA 'A'
FORT HERRIMANMIDDLE SCHOOLCEILINGADDITION
14KP17
14058 Mirabella Dr.Herriman, UT 84096
7905 S. REDWOOD ROADWEST JORDAN, UT84088-4601
1/8" = 1'-0"A101a
1 REFLECTED CEILING PLAN - AREA 'A'
1/8" = 1'-0"A101a2 AREA 'A' SECTION
CEILING SCHEDULE - AREA 'A'
CeilingMark Width Length
Existing Elements That Penetrate New Ceiling
Cables -See Detail5/A100
Hangers -See Detail5/A100
SoundSys.
Speaker -See Detail6/A100
IntercomSpeaker -See Detail5/A100
Conduit -See Detail4/A100
A1a 4' - 0" 31' - 6" 0 0 2 0 2
A1b 3' - 4" 11' - 1" 0 0 0 0 0
A2a 8' - 0" 31' - 8" 2 0 0 0 4
A2b 8' - 0" 23' - 5" 2 0 0 0 1
A3a 6' - 0" 31' - 8" 0 0 2 0 4
A3b 6' - 0" 24' - 8" 0 0 1 0 2
A4a 8' - 0" 31' - 8" 3 0 0 0 3
A4b 8' - 0" 20' - 8" 2 1 0 0 1
A5a 6' - 0" 31' - 8" 0 0 2 0 3
A5b 6' - 0" 16' - 8" 0 0 1 0 2
A6a 8' - 0" 31' - 8" 2 0 0 0 1
A6b 8' - 0" 12' - 4" 1 0 0 0 0
A7a 6' - 0" 4' - 0" 0 0 0 0 0
A7b 6' - 0" 12' - 0" 0 0 0 0 0
A101a
3 AREA 'A' ISOMETRIC VIEW OF CEILING FROM BELOW
KEYPLAN
A B C
20KP10
2
A101b
B1a B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 B22B21B20
B1b
2"
8"
4.5"
5.5" 2" 4"
2" 2.5"
4"
2.5"
3"
2"
3.5"
2.5"
4"
2.5"
4.5"
2"
4"
2"
4"
1.5"
1.5"
1" ABOVE
7.5" 9.5"
6"
9"
6.5"
B23a B23b
B24a B24b
EXISTING ROOF DRAIN PIPING
EXISTING GYP. BD. SOFFIT, TYP.
EXISTING STEEL ROOF JOISTS, TYP.
EXISTING MECHANICAL DUCTWORK, TYP.
-1"
3.5"
2" ABOVE
2" ABOVE
Level 1 (exist)94' - 5"
Level 3123' - 2 1/2"
EXISTING STEEL ROOF FRAMING
EXISTING MECHANICAL DUCTWORK
EXISTING FIRE SPRINKLER SYSTEM
NEW ACOUSTICAL CEILING SYSTEM
EXISTING SUSPENDED LINEAR LIGHT FIXTURE
EXISTING CYLINDRICAL SPEAKERS
Existing Structural Column
SYMBOL LEGEND
1. CEILING SYSTEM HANGERS MAY BE ATTACHED TO STEEL ROOF DECK BUT SHALL SUPPORT NO MORE THAN 50 LBS. PER HANGER. HANGERS SHALL BE STAGGERED TO DISTRIBUTE THE LOAD OVER MULTIPLE DECK FLUTES.2. ACOUSTIC PANEL CLOUDS TO BE CENTERED BETWEEN JOISTS UNLESS SHOWN OTHERWISE. WHERE CLOUDS ARE NOT SHOWN CENTERED, THEY HAVE BEEN MOVED TO AVOID A CONFLICT. CONTRACTOR TO FIELD VERIFY.3. SEE DETAIL 3/A100 FOR CONDITION AT JOIST TOP-CHORD BRIDGING.4. EXISTING SOUND SYSTEM SPEAKERS ARE MOUNTED TO UNDERSIDE OF DECK.5. EXISTING INTERCOM SPEAKERS ARE SUSPENDED BY CABLE.
Existing Suspended Linear Light
Existing Sound System Speaker
GENERAL NOTES
Existing Fire Sprinkler/ Approx. Distance from Ceiling.Contractor to field verify. See detail 7/A100.
Existing Pipe Hanger
Existing Structural Bridging
4"
Existing Smoke Detector
Existing Intercom Speaker
New Acoustic Ceiling System
Full Acoustic Ceiling Tile
Partial Acoustic Ceiling Tile
NORTH
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
375 WEST 200 SOUTH
SALT LAKE CITY, UT 84101
801.521.8600
801.521.7913
P
F
www.gsbsarchitects.com
GSBSARCHITECTS
01.14.2020
2014.006.00
A101b
CEILING PLAN, SECTION,
SCHEDULE, & 3D - AREA 'B'
FORT HERRIMANMIDDLE SCHOOLCEILINGADDITION
14KP17
14058 Mirabella Dr.Herriman, UT 84096
7905 S. REDWOOD ROADWEST JORDAN, UT84088-4601
1/8" = 1'-0"A101b1 REFLECTED CEILING PLAN - AREA 'B'
1/8" = 1'-0"A101b2 AREA 'B' SECTION
A101b
3 AREA 'B' ISO
KEYPLAN
A B C
CEILING SCHEDULE - AREA 'B'
CeilingMark Width Length
Existing Elements That Penetrate New Ceiling
Cables -See Detail5/A100
Hangers -See Detail5/A100
SoundSys.
Speaker -See Detail6/A100
IntercomSpeaker -See Detail5/A100
Conduit -See Detail4/A100
B1a 8' - 0" 26' - 2" 2 0 0 0 1
B1b 8' - 0" 9' - 8" 0 0 0 0 1
B2 8' - 0" 37' - 4" 0 0 0 0 4
B3 8' - 0" 35' - 6" 0 0 0 0 5
B4 8' - 0" 33' - 10" 0 0 0 0 4
B5 8' - 0" 29' - 2" 0 0 0 0 2
B6 8' - 0" 27' - 2" 0 4 0 0 3
B7 8' - 0" 25' - 2" 0 4 0 0 5
B8 8' - 0" 25' - 2" 0 4 0 0 4
B9 8' - 0" 23' - 2" 0 3 0 0 3
B10 8' - 0" 23' - 2" 0 4 0 0 4
B11 8' - 0" 21' - 2" 0 4 0 0 3
B12 8' - 0" 17' - 2" 0 0 0 0 3
B13 8' - 0" 21' - 2" 0 1 0 0 3
B14 8' - 0" 19' - 2" 0 1 0 0 2
B15 8' - 0" 19' - 2" 0 1 0 0 2
B16 8' - 0" 19' - 2" 0 1 0 0 3
B17 8' - 0" 19' - 2" 0 1 0 0 4
B18 8' - 0" 17' - 2" 0 1 0 0 2
B19 8' - 0" 17' - 2" 0 4 0 0 3
B20 8' - 0" 19' - 4" 0 4 0 0 0
B21 8' - 0" 19' - 4" 0 3 0 0 3
B22 8' - 0" 19' - 4" 0 3 0 0 2
B23a 2' - 0" 24' - 0" 0 0 0 0 0
B23b 4' - 0" 24' - 0" 0 0 0 0 0
B24a 2' - 0" 16' - 0" 0 0 0 0 0
B24b 4' - 0" 16' - 0" 0 0 0 0 0
20KP10
2
A101c
B22
C22a C23a C24aC21aC20aC19aC18aC17a
C16b
C15C14C13C12C11C10C9C8C7C6C5C4C3C2C1
C16a
C17b C18b
C19b C20b C21b C22b C23b C24b
9"
6.5"
8.5" 9"
6"
8.5"
6"
8.5"
6"
8"
6" 2.5"
8"
6" 6"
6"
8"
6"
6"
8"
6"
6.5"
7.5"
6"
1/3"
8"
5.75"
.5"
2'-3"
8.5"
2.5"
2'-1"
6.5"
6"
8"
EXISTING STEEL ROOF JOISTS, TYP.
EXISTING MECHANICAL DUCTWORK, TYP.
EXISTING GYP. BD. SOFFIT
EXISITNG STEEL ROOF BEAM
EXISTING MECHANICAL DUCTWORK
EXISTING ROOF DRAIN PIPING
1.5"
1'-6
53
/64
"
TYP.
1'-10"
Level 1 (exist)94' - 5"
Level 3123' - 2 1/2"
EXISTING STEEL ROOF FRAMING
EXISTING MECHANICAL DUCTWORK
EXISTING FIRE SPRINKLER SYSTEM
NEW ACOUSTICAL CEILING SYSTEM
EXISTING SUSPENDED LINEAR LIGHT FIXTURE
EXISTING CYLINDRICAL SPEAKERS
Existing Structural Column
SYMBOL LEGEND
1. CEILING SYSTEM HANGERS MAY BE ATTACHED TO STEEL ROOF DECK BUT SHALL SUPPORT NO MORE THAN 50 LBS. PER HANGER. HANGERS SHALL BE STAGGERED TO DISTRIBUTE THE LOAD OVER MULTIPLE DECK FLUTES.2. ACOUSTIC PANEL CLOUDS TO BE CENTERED BETWEEN JOISTS UNLESS SHOWN OTHERWISE. WHERE CLOUDS ARE NOT SHOWN CENTERED, THEY HAVE BEEN MOVED TO AVOID A CONFLICT. CONTRACTOR TO FIELD VERIFY.3. SEE DETAIL 3/A100 FOR CONDITION AT JOIST TOP-CHORD BRIDGING.4. EXISTING SOUND SYSTEM SPEAKERS ARE MOUNTED TO UNDERSIDE OF DECK.5. EXISTING INTERCOM SPEAKERS ARE SUSPENDED BY CABLE.
Existing Suspended Linear Light
Existing Sound System Speaker
GENERAL NOTES
Existing Fire Sprinkler/ Approx. Distance from Ceiling.Contractor to field verify. See detail 7/A100.
Existing Pipe Hanger
Existing Structural Bridging
4"
Existing Smoke Detector
Existing Intercom Speaker
New Acoustic Ceiling System
Full Acoustic Ceiling Tile
Partial Acoustic Ceiling Tile
NORTH
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
375 WEST 200 SOUTH
SALT LAKE CITY, UT 84101
801.521.8600
801.521.7913
P
F
www.gsbsarchitects.com
GSBSARCHITECTS
01.14.2020
2014.006.00
A101c
CEILING PLAN, SECTION,
SCHEDULE, & 3D - AREA 'C'
FORT HERRIMANMIDDLE SCHOOLCEILINGADDITION
14KP17
14058 Mirabella Dr.Herriman, UT 84096
7905 S. REDWOOD ROADWEST JORDAN, UT84088-4601
1/8" = 1'-0"A101c1 REFLECTED CEILING PLAN - AREA 'C'
1/8" = 1'-0"A101c2 AREA 'C' SECTION
A101c3 AREA 'C' ISO
KEYPLAN
A B C
CEILING SCHEDULE - AREA 'C'
CeilingMark Width Length
Existing Elements That Penetrate New Ceiling
Cables -See Detail5/A100
Hangers -See Detail5/A100
SoundSys.
Speaker -See Detail6/A100
IntercomSpeaker -See Detail5/A100
Conduit -See Detail4/A100
C1 8' - 0" 19' - 4" 0 1 1 0 1
C2 4' - 0" 19' - 4" 0 0 0 0 0
C3 8' - 0" 13' - 4" 0 0 0 0 2
C4 8' - 0" 20' - 5" 0 4 0 0 3
C5 8' - 0" 22' - 5" 0 0 0 0 4
C6 8' - 0" 22' - 5" 0 0 0 0 2
C7 8' - 0" 24' - 5" 0 0 0 0 5
C8 8' - 0" 24' - 5" 0 0 0 0 3
C9 8' - 0" 24' - 5" 0 0 0 1 3
C10 8' - 0" 26' - 5" 0 0 0 0 4
C11 8' - 0" 28' - 5" 0 2 0 1 5
C12 8' - 0" 28' - 5" 0 2 0 0 4
C13 8' - 0" 28' - 5" 0 1 0 1 3
C14 8' - 0" 32' - 5" 0 2 0 0 10
C15 8' - 0" 32' - 5" 0 1 0 0 5
C16a 8' - 0" 26' - 5" 0 0 0 0 5
C16b 8' - 0" 6' - 0" 0 0 0 0 0
C17a 8' - 0" 26' - 5" 0 0 0 1 4
C17b 8' - 0" 8' - 0" 0 0 0 0 0
C18a 6' - 0" 26' - 5" 0 0 0 0 1
C18b 8' - 0" 10' - 8" 0 0 0 1 0
C19a 8' - 0" 26' - 5" 2 0 0 0 3
C19b 8' - 0" 10' - 8" 1 0 0 0 1
C20a 8' - 0" 26' - 5" 0 0 2 1 4
C20b 8' - 0" 10' - 8" 0 0 0 1 0
C21a 8' - 0" 26' - 5" 0 0 0 0 4
C21b 8' - 0" 14' - 8" 0 3 0 0 0
C22a 8' - 0" 26' - 5" 0 0 2 1 2
C22b 8' - 0" 14' - 8" 0 0 0 1 1
C23a 8' - 0" 26' - 5" 2 0 0 0 1
C23b 8' - 0" 20' - 11" 2 0 0 0 1
C24a 0 0 2 1 0
C24b 0 0 0 1 0
7' - 9" 26' - 5"
5' - 0" 20' - 11"
WIDTH VARIES
20KP10
PANEL LEGEND
EXISTING ACOUSTICAL WALL PANEL
NEW ACOUSTICAL WALL PANEL
PG PAINT GREEN TO MATCH EXISTINGGREEN PANEL COLOR
PB PAINT BLUE TO MATCH EXISTINGBLUE PANEL COLOR
PP PAINT PURPLE TO MATCH EXISTINGPURPLE PANEL COLOR
PB PB PBPB PB
7'-4" +/-
PB PB PB
EXISTING CMU WALL
PB PB PP PP
EXISTING MECHANICAL DUCT THROUGH WALL.CUT PANEL AROUND DUCT AS SHOWN
EXISTING GYP. BOARD WALL
4"
E.P. 7'-4" 8" 7'-4" E.P.
PB PB PB PP PP PG PG PB PB PP PP PG PG
EXISTING DISPLAY CASEEXISTING CMU WALL
TYPICAL THIS WALLACOUSTICAL WALL PANEL, TYP.
EXISTING LIGHT FIXTURE, TYP.
EXISTING FOOD SERVICE AREA
EXISTING GYP. BOARD WALL
PP
ALIGN EXISTING WINDOW ALIGN
PP
8'-8
"1
4'-8
"
TYP. OF 2
7'-4"
TYP
. OF
28
'-8"
ACOUSTICAL WALL PANEL, TYP.
DETAIL OF EXISTING WALL NOT SHOWN
EXISTING REVEAL JOINTS
TYPICAL U.N.O
PG PG PB PP PP PG PG PG PG PP PP
4"
TYP
.4
" T
YP.
14
'-8"
9'-4
"
10'-0" 8'-0" 4'-0" 8'-0" 10'-0"
4" 4"
EXISTING BOOKSHELVES
EXISTING GYP. BOARD WALL
PG PB PB PB PB
4" 7'-4" +/-
NORTH
OWNER PROJECT NO.:
GSBS PROJECT NO.:
ISSUED DATE:
REVISIONS:
375 WEST 200 SOUTH
SALT LAKE CITY, UT 84101
801.521.8600
801.521.7913
P
F
www.gsbsarchitects.com
GSBSARCHITECTS
01.14.2020
2014.006.00
A300
WALL PANEL ELEVATIONS
FORT HERRIMANMIDDLE SCHOOLCEILINGADDITION
14KP17
14058 Mirabella Dr.Herriman, UT 84096
7905 S. REDWOOD ROADWEST JORDAN, UT84088-4601
KEYPLAN
A B C
1/8" = 1'-0"A3001 MEDIA CENTER - NORTH WALL
1/8" = 1'-0"A3002 MAIN HALLWAY - NORTH WALL, EAST END
1/8" = 1'-0"A300
3 MAIN WALLWAY - NORTH WALL, WEST END
1/8" = 1'-0"A3004 MAIN HALLWAY - SOUTH WALL, WEST END
1/8" = 1'-0"A300
5 MAIN HALLWAY - SOUTH WALL, EAST END1/8" = 1'-0"A300
6 MEDIA CENTER - SOUTH WALL
20KP10