permit set - university of nevada, las vegas
TRANSCRIPT
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9118
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C4.01
UTILITYPLANS
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTHMARYLAND PARKWAYLAS VEGAS, NV 89154
Date: 06/17/2016
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OFNEVADA, LAS VEGAS
Copyright, Ltd 2016
REVISIONSREV DATE DESCRIPTION
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EN
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IN E E
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L
O C H S
A
EN
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IN E E
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IN
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6345
Sou
th J
ones
Blv
d.S
uite
100
Las
Veg
as, N
V 8
9118
Pho
ne (7
02) 3
65-9
312
Fax
(702
) 365
-931
7w
ww
.loch
sa.c
om
C5.01
GRADINGPLANS
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTHMARYLAND PARKWAYLAS VEGAS, NV 89154
Date: 06/17/2016
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OFNEVADA, LAS VEGAS
Copyright, Ltd 2016
REVISIONSREV DATE DESCRIPTION
5 TIMES ROOT BALL WIDTH3 TIMES ROOT BALL WIDTH
1"
2" DEEPIRRIGATION
WELL IFNEEDED.
SHRUB PER PLAN
ROOTBALL, SCORE SIDESWITH VERTICAL CUTS 1/2"DEEP AT 6" O.C., SET TOP OFROOTBALL FLUSH WITH ORSLIGHTLY ABOVE FINISHGRADE, PLACE ONUNDISTURBED SOIL.
GRANITE, ROCK, MULCH,GRASS OR OTHER GROUNDCOVER PER PLANS, DO NOTALLOW TO TOUCH TRUNK.
TILL NATIVE SOIL TO A DEPTHEQUAL TO THE ROOTBALLDEPTH, REMOVE ROCKSLARGER THAN 2" DIA., ADDAMENDMENTS PER SOIL MIXNOTE
UNDISTURBED NATIVE SOIL TOHAVE SLOPING, ROUGH SIDES.
A SHRUB PLANTINGNTS
COMPACT SUBGRADE TO 85%UNDER DECORATIVE ROCK.
PRE-EMERGENT HERBICIDE - ABOVEAND BELOW DECORATIVE ROCK.
DECORATIVE ROCK. SEE PLANS FORCOLOR, SIZE, AND DEPTH.
CURB OR SIDEWALK (WHEREOCCURS)
C DECORATIVE ROCKNTS
1 LB. 15-15-15 FERTILIZER PER 25 SQ. FT. OF TILLED SURFACE AREA2 LB. IRON SULFATE PER 25 SQ. FT. OF TILLED SURFACE AREA
AFTER PLANT INSTALLATION, EVENLY BROADCAST THE FOLLOWINGAMENDMENTS OVER THE TILLED NATIVE SOIL AREA AROUND THEROOTBALL OF THE PLANT AND WORK INTO THE TOP 2" OF SOIL:
4 PARTS BY VOLUME ON SITE SOIL (NO PARTICLE OVER 2" DIA.) 1 PARTS BY VOLUME ORGANIC SOIL CONDITIONER
BACKFILL MIX FOR ALL TREES, SHRUBS, VINES AND OTHER CONTAINERPLANT MATERIAL OTHER THAN BARE ROOT PALM TREES TO BETHOROUGHLY MIXED IN THE TILLED NATIVE SOIL AREA OF THE PLANTINGHOLE AND CONSIST OF THE FOLLOWING:
B SOIL MIX NOTENTS
0 10' 20' 30'
SCALE: 1" = 10'
4505 SOUTHMARYLAND PARKWAYLAS VEGAS, NV 89154
L1.01
Date: 06/17/2016
PLANTING PLAN &DETAILS
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OFNEVADA, LAS VEGAS
Copyright, Ltd 2016
REVISIONSREV DATE DESCRIPTION
SYMBOL BOTANICAL NAMECOMMON NAME
QTY. CALIPERMINIMUM SIZE
LANTANA SP. 'NEW GOLD'GOLDEN LANTANA 5 5 GALLON
MYRTUS COMMUNIS 'COMPACTA'DWARF MYRTLE 11 5 GALLON
XYLOSMA CONGESTUM 'COMPACTA'COMPACT SHINY XYLOSMA 9 5 GALLON
LANDSCAPE ELEMENTS
SYMBOL DESCRIPTION QTY. DETAIL
DECORATIVE ROCK.SIZE: 1/4" MINUSCOLOR: REBEL REDALL PLANTER AREAS TO RECEIVE 2"MINIMUM DEPTH LAYER UNLESSOTHERWISE NOTED , SEE NOTE #2.
970 S.F. 'C', THIS SHEET
TREES
PLANTING LEGEND
DR
EXISTING TREE TO BE REMOVED
EXISTING TREE TO REMAINPROTECT IN PLACE
5 GALLON4LYNN'S TEXAS RANGERLEUCOPHYLLUM L. 'LYNN'S LEGACY'
702.597.31081700 W Horizon Ridge Pkwy
Suite 203Henderson NV 89012www.southwickla.com
LIMIT LANDSCAPE OF WORK
LIM
IT L
AN
DS
CA
PE
OF
WO
RK
NEW VIVARIUMBUILDING
SHRUBS
SYMBOL BOTANICAL NAMECOMMON NAME
QTY. MINIMUM SIZE
PLANTING NOTES1. SEE THIS SHEET FOR PLANTING DETAILS.
2. DECORATIVE ROCK (DR) - INSTALL THE MINIMUM LAYER OF DECORATIVE ROCK IN ALLLANDSCAPE AREAS WITHIN LANDSCAPE LIMIT OF WORK EXCEPT WHERE OTHERWISENOTED. CONTRACTOR TO PROVIDE SAMPLES OF DECORATIVE ROCK FOR APPROVALPRIOR TO INSTALLATION. COMPACT SUB-GRADE TO 85% AND APPLY APRE-EMERGENT HERBICIDE TO SOIL. AFTER PLACING ROCK: RAKE SMOOTH, WET TOENTIRE DEPTH, ALLOW TO DRY, THEN LIGHTLY SCARIFY SURFACE WITH A LEAF RAKE.APPLY A SECONDARY APPLICATION OF PRE-EMERGENT HERBICIDE TO TOP OF ROCK.KEEP TOP OF ROCK 2" BELOW TREE GRATE. DO NOT ALLOW ROCK TO TOUCH THETRUNK OF ANY TREE. TO BE INSTALLED AFTER INSTALLATION OF PLANT MATERIAL.
3. CONTRACTOR TO PRESERVE AND PROTECT EXISTING TREES IDENTIFIED ON PLAN BYAN EXITING TREE SYMBOL. CONTRACTOR TO PRESERVE AND PROTECT LANDSCAPEOUTSIDE LIMIT OF LANDSCAPE WORK.
4. PRIOR TO BEGINNING WORK, CONTRACTOR TO INVENTORY EXISTING PLANTS ANDMARK THOSE TO REMAIN FOR APPROVAL BY OWNER. CONTRACTOR TO VERIFY THATEXISTING TREES TO REMAIN WILL NOT BE DAMAGED BY DEMOLITION ORCONSTRUCTION. IF EXISTING TREES AND/OR LANDSCAPE TO REMAIN IS DAMAGEDDURING DEMOLITION OR CONSTRUCTION, TREE(S)/SHRUB(S) TO BE REPLACED ATCONTRACTORS EXPENSE WITH PLANT(S) OF SAME GENUS, SPECIES, VARIETY, FORMAND SIZE.
5. CONTRACTOR TO PROTECT IN PLACE EXISTING UTILITIES. CONTRACTOR TO VERIFYALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO USE CAUTION.CALL BEFORE YOU DIG AND CALL BEFORE YOU OVER HEAD.
DR
DR
PINE
PINE
PINE
PINE
PINE
PALM
EXISTING TURF
EXISTING TURF
EXISTING TURFEXISTING TURF
GE
NE
RA
TO
R
ROOF DRAIN OUTLETS
ROOF DRAINOUTLETS
CHUNKY DECORATIVE ROCKSIZE: 4"-6" DIAMETERCOLOR: REBEL RED6" MINIMUM DEPTH, SEE NOTE #2.
CHUNKY ROCK TO BE INSTALLEDAT ROOF DRAIN OUTLETS (TYP.)
EXISTING WALKWAY
EXISTINGWALKWAY
JUANITA GREER WHITELIFE SCIENCES BUILDING
(EXISTING)
DR
DR
65 S.F.
DR
DR
NEW TRANSFORMER,SEE CIVIL UTILITY PLANS
PITTOSPORUM TOBIRA 'WHEELERI'WHEELER'S DWARF MOCK ORANGE 6 5 GALLON
PERMIT SET
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
1813
1"DRIP
0 10' 20' 30'
SCALE: 1" = 10'
4505 SOUTHMARYLAND PARKWAYLAS VEGAS, NV 89154
L2.01
Date: 06/17/2016
IRRIGATION PLAN
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OFNEVADA, LAS VEGAS
Copyright, Ltd 2016
REVISIONSREV DATE DESCRIPTION
702.597.31081700 W Horizon Ridge Pkwy
Suite 203Henderson NV 89012www.southwickla.com
LIMIT LANDSCAPE OF WORK
LIM
IT L
AN
DS
CA
PE
OF
WO
RK NEW VIVARIUM
BUILDING
IRRIGATION NOTES
IRRIGATION COMPONENTSSYMBOL ITEM DESCRIPTION
DETAIL-SHEET L2.02
IRRIGATION SCHEDULE
SLV
WC
IDGPM
SIZETYPE
EMITTERS
SYM. MANUFACTURER / MODELDETAIL(S)
NOTSHOWN
PSI
30
GPHDRIP
1.0
SHEET L2.02
D,E,F
30 2.0
NEW DRIP VALVEASSEMBLY
NEW FLUSH VALVE
NEW DRIP LINEHEADER
PVC SCH. 40, 1" DIAMETER, TO NO MORE THAN8' OF 1/2" SALCO PVC AR-050-IPS (OR EQUAL)THICK WALLED FLEXIBLE PVC TO EMITTER.SEE EMITTER LAYOUT DETAIL FOR EMITTERLATERAL PIPE SIZING & INSTALLATION.
SLEEVE SCHEDULE 40 PVC. SIZE PER CHART BELOW.
WIRE CHASE SCHEDULE 40 PVC. SIZE PER PLAN.
VALVE IDENTIFICATIONTAG
VALVE STATION, VALVE SIZE, MAXIMUM GPMPER VALVE AND PLANT/IRRIGATION TYPE.
NOT SHOWN CONTROL WIRESFROM VALVES TO SATELLITE CONTROLLERS:UF DIRECT BURIAL, SOLID COPPER, 12 GAUGECOMMON, 14 GAUGE PILOT. ROUTE WITHMAINLINE.
NOTSHOWN
G
B
A
A,B
MAINLINE/LATERAL PIPE SIZE
1"
3/4"
SLEEVING SIZE
1 1/2"
1-1/4"
2"
2" PVC SCH. 40
4" PVC SCH. 40
2 1/2" 4" PVC SCH. 40
4" PVC SCH. 40
2" PVC SCH. 40
2" PVC SCH. 40
EXISTING MAINLINETO BE REPLACED
TWO (2) EXISTING SPRAY VALVES AT THISLOCATION TO BE REPLACED WITH ONE (1)
NEW DRIP VALVE, PROVIDE NEW WIRING ASNEEDED FOR CONNECTION TO EXISTING
CONTROLLER.
EXISTING MAIN LINE, REMOVE AND REPLACEWITH NEW MAIN LINE BACK TO EXISTING
VALVES NEAR GENERATOR. PROVIDE NEWSLEEVES AND WIRING TO NEW VALVE.
TWO (2) EXISTING SPRAY VALVES AT THISLOCATION TO REMAIN, PROTECT IN PLACE.
2" SLEEVE,1" WC
INSTALL NEW SLEEVE FORMAINLINE AT THIS LOCATION
EXISTING SPRAYVALVE PROTECT IN PLACE
C
VERIFY EXACT LOCATION OF EXISTINGMAINLINE AND REPLACE WHERE NOTED
NOTE: ALL SPRAY IRRIGATION COMPONENTSWITHIN THE LIMITS CURRENTLY SERVICINGEXISTING TREES AND TURF TO BE REMOVEDEXCEPT WHERE NOTED.
CONTROL VALVE: RAINBIRD PEB-100 SERIESVALVE WITH FLOW CONTROL, SIZE PER PLAN;WYE FILTER: AGRICULTURAL PRODUCTS4E-1-B-200; BALL VALVE, 1"; PRESSUREREDUCING VALVE: 3/4" SENNINGER PMR-MF.
D,E,F
1. SEE SHEET L2.02 FOR IRRIGATION DETAILS.
2. INSTALL MAINLINE ADJACENT AND PARALLEL TO CURB OR SIDEWALK WHERE POSSIBLE. INSTALL CONTROLWIRE ADJACENT TO MAINLINE WHERE POSSIBLE.
3. THE DRIP IRRIGATION SYSTEM IS DESIGNED TO ACCOMMODATE A MAXIMUM OF 13 GPM PER DRIP VALVEASSEMBLY.
4. AVOID ALL UTILITIES AND OBSTRUCTIONS, EXISTING AND NEW. CONTRACTOR TO LOCATE AND VERIFY ALLEXISTING AND NEW UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT THE UNLV PLANNING ANDCONSTRUCTION DEPARTMENT PRIOR TO BEGINNING OF WORK. CALL BEFORE YOU DIG AND CALL BEFORE YOUOVER HEAD.
5. CONTRACTOR TO MAKE IRRIGATION POINT OF CONNECTIONS DOWNSTREAM FROM EXISTING WATER METERAND BACKFLOW PREVENTER AT EXISTING IRRIGATION LINES AS SHOWN ON PLANS. CONTRACTOR TO FIELDVERIFY AND LOCATE EXISTING IRRIGATION COMPONENTS.
6. CONTRACTOR TO INSPECT EXISTING IRRIGATION SYSTEMS ON CAMPUS PRIOR TO DEMOLITION ANDCONSTRUCTION. CONTRACTOR TO VERIFY THAT EXISTING IRRIGATION SYSTEM IS FUNCTIONING PROPERLY,INCLUDING BUT NOT LIMITED TO: METER(S), BACKFLOW PREVENTER(S), MASTER VALVES, FLOW SENSORS ANDISOLATION VALVES. CONTRACTOR TO BRING ANY MALFUNCTIONING ITEMS OR PORTIONS OF THE IRRIGATIONSYSTEM TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY.CONTRACTOR TO FIELD LOCATEALL IRRIGATION COMPONENTS PRIOR TO DEMOLITION AND CONSTRUCTION.
7. THE EXISTING IRRIGATION SYSTEM SHOULD PROVIDE ADEQUATE PRESSURE FOR THE NEW IRRIGATIONPROPOSED IN THESE PLANS. CONTRACTOR TO MEASURE PSI PRIOR TO CONSTRUCTION. NEW DRIP AREASMUST HAVE 15 PSI AT THE LAST EMITTER OF EACH DRIP LINE HEADER (LATERAL LINE). CONTRACTOR TOCONTACT OWNER'S REPRESENTATIVE IMMEDIATELY IF PSI IS NOT APPROPRIATE OR EXCESSIVE. THEPRESSURES MAY FLUCTUATE, SO TAKE SEVERAL PRESSURE MEASUREMENTS AT DIFFERENT TIMES OF THEDAY AND WEEK.
8. CONTRACTOR TO PROTECT AND PRESERVE EXISTING IRRIGATION COMPONENTS NECESSARY FOR THECONTINUED IRRIGATION OF THE EXISTING CAMPUS, THE EXISTING PLANT MATERIAL TO REMAIN AND FOR THENEW PLANT MATERIAL.
9. CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION IF NECESSARY. CONTRACTOR TO REPLACE ANY EXISTINGCOMPONENTS DAMAGED DURING DEMOLITION OR CONSTRUCTION WITH COMPONENTS OF THE SAMEMANUFACTURER, MODEL, SIZE, ETC. AT THE CONTRACTOR'S EXPENSE.
10. CONTRACTOR SHALL TIE NEW VALVES INTO EXISTING CONTROLLERS, USING EXISTING WIRES. WHERE SPICINGIN NECESSARY, PROVIDE A 10" ROUND VALVE BOX FOR SPLICE LOCATIONS. CONTRACTOR SHALL VERIFY THATTHE EXISTING IRRIGATION CONTROLLER(S) IS IN GOOD WORKING ORDER AND HAS THE ADEQUATE OPENVALVES AND WIRES TO ACCOMMODATE THE NEW VALVES.
11. VALVE IDENTIFICATION NUMBERS ARE PROVIDED FOR REFERENCE ONLY. NUMBER THE VALVES PER THE WIRETHEY ARE CONNECTED TO ON THE IRRIGATION CONTROLLER.
12. SOME MODIFICATIONS TO IRRIGATION LINES AND IRRIGATION SYSTEM COMPONENTS MAY BE NECESSARYTHAT ARE NOT SHOWN ON THE PLANS. THE PLANS WERE DERIVED FROM LIMITED INFORMATION ON THEEXISTING IRRIGATION SYSTEM. REROUTE IRRIGATION MAINLINES AND WIRES; AND STUB AND CAP MAINLINESAS NECESSARY TO PROVIDE A COMPLETE FUNCTIONING IRRIGATION SYSTEM FOR EXISTING AND NEWLANDSCAPE. PROVIDE SLEEVES FOR ALL PIPES AND WIRES UNDER HARDSCAPE. RELOCATE VALVES ANDOTHER COMPONENTS AS NECESSARY INTO LANDSCAPE AREAS IF HARDSCAPE OR STRUCTURES HAVE BEENLOCATED AT THEIR CURRENT LOCATION.
13. BRING ANY DISCREPANCIES IMMEDIATELY TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FORIMMEDIATE RESOLUTION.
CONTRACTOR TO VERIFY VALVE BOX IDNUMBER FOR PROPER SEQUENCING ANDLABELING AT CONTROLLER. FIELD VERIFY
EXISTING CONTROLLER LOCATION WITH UNLVFACILITIES AND MAINTENANCE PERSONNEL.
AVOID CUTTING UNDERGROUNDUTILITY LINES. IT'S COSTLY.
OR
OVERHEADYOU DO
POWER LINES. IT'S COSTLY.AVOID HITTING OVERHEAD
CALL BEFORE
3/4" SCHEDULE 80 PVC BALL VALVE 150PSI RATED.
PERMIT SET
JUANITA GREER WHITELIFE SCIENCES BUILDING
(EXISTING)
2" SLEEVE
BOWSMITH SL210, PRESSURE COMP. THREADED EMITTER
BOWSMITH SL220, PRESSURE COMP. THREADED EMITTER
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
SEE NOTE #10BELOW
24"-3
0"
NOTES:1. SLEEVE ALL PIPE AND WIRES
UNDER WALKS, DRIVEWAYS,STRUCTURES, WALLS, ETC. NATIVE SOIL, NO PARTICLE
SIZE OVER 1/2" DIAMETER.
4" OF SAND OR ROCK FREESOIL AROUND ALL SLEEVES
FINISH GRADE
PVC SCH. 40 WIRE CHASE
PVC SCH. 40 SLEEVE
IRRIGATION LINE
CONTROL WIRE
A SLEEVE SECTIONNTS
NOTES:1. PIPE UNDER WALKS, DRIVEWAYS,
STRUCTURES, ETC. ARE TO BE SLEEVED.
FINISH GRADE
NATIVE SOIL, NO PARTICLESIZE OVER 1/2" DIAMETER.
4" OF SAND OR ROCK FREESOIL AROUND ALL PIPE
LATERAL LINE
MAINLINE, PROVIDE THRUSTBLOCKS AT ALL CHANGES INDIRECTION ON ALL MAINLINES3" DIAMETER AND LARGER.
UF DIRECT BURIAL SOLIDCOPPER CONTROL WIRE,ROUTE WITH MAINLINE, TAPEAND BUNDLE @ 20' INTERVALS
12"
18"
B TRENCH SECTIONNTS
TAPE & BUNDLE CONTROLWIRE @ 20' O/C (TYP.)ADAPT TO LATERAL LINE
CONTROL & COMMON WIRETO OTHER VALVES
18"
12"
1/2"
C DRIP VALVE ASSEMBLYNTS
PRESSURE REGULATOR(PER LEGEND)WYE STRAINER (PERLEGEND) MOUNTHORIZONTAL TO GROUNDPLANE (SHOWNPERPENDICULAR FORCLARITY ONLY)PLASTIC VALVE BOX, TANTO MATCH ADJACENTSURFACEFINISH GRADE
'SNAP TITE' CONNECTORS &EXPANSION COILS, 15WRAPS AROUND 1/2" PIPE(TYP.)
ELECTRIC VALVE (PERLEGEND)
PVC ELLVALVE BOX EXTENSIONS ASNEEDEDPVC NIPPLE
CONTROL & COMMONWIRES TO CONTROLLER
4" DEEP PEA GRAVEL
MAINLINE WITH TEE OR ELL
6" MIN. TO10" MAX.
PVC BALL VALVE
G DRIP FLUSH VALVENTS
1 Gallon Shrub
PLANT SIZE
5 Gallon Shrub 21
QTY GPH
11
15 Gallon Shrub 4 1
EMITTER SCHEDULE
NOTES:1. THE IRRIGATION TO CACTI IS TO BE CAPPED ONCE THE
PLANTS ARE ESTABLISHED.2. EMITTER QUANTITIES FOR TREES CAN BE REDUCED IF
PLANTER AREAS ARE TOO SMALL TO PROVIDE ADEQUATEROOM FOR SPECIFIED EMITTERS.
3. PROVIDE A MINIMUM OF (4) EMITTERS TO TREES INPLANTERS 36 SQUARE FEET OR LESS.
E EMITTER SCHEDULENTS
12"
D DRIP EMITTERNTS
DRIP EMITTER, ANCHORIN PLACE 1/2" ABOVEFINISH GRADE AT EDGEOF ROOTBALL.THREADED ADAPTERON EACH END OFPIPE. USE BLACKFITTING WHEREEXPOSED.
SHRUB OR TREE
FINISH GRADE
PVC PIPE W/ TEEOR ELL & MALE ADAPTER FITTINGS USE795 GLUE ON ALL FLEXIBLE PIPE
1/2" TUBING W/ NECESSARY ADAPTERS(8' MAX. LENGTH). USE BLACK COLORADAPTERS WHERE EXPOSED.
PVC TEE (UP TO FIVE FOR EACHFLEXIBLE PVC CONNECTION)ROOTBALL
24" TYP.
F EMITTER LAYOUTNTS
NOTES:1. THIS IS A SUGGESTED EMITTER LAYOUT PLAN. ACTUAL LAYOUT MAY VARY DEPENDING
ON SURROUNDING FEATURES. THE INTENT IS TO PROVIDE WATER FOR FUTURE ROOTGROWTH.
2. ADJACENT TREES AND SHRUBS MAY SHARE THE SAME EMITTER WHERE PATTERNSOVERLAP.
3. BEGIN PLACEMENT OF EMITTERS ADJACENT TO ROOTBALL OF PLANT AND WORKOUTWARD IN ALL DIRECTIONS UNTIL THE REQUIRED NUMBER OF EMITTERS PER PLANTIS OBTAINED. WHERE LARGE PLANTS ARE INSTALLED IN NARROW PLANTERS REDUCETHE QUANTITY OF EMITTERS TO FIT THE SPACE. 5'-0" SQUARE PARKING LOT PLANTERSONLY NEED FOUR TREE EMITTERS. KEEP ALL EMITTERS 18" FROM ANY CURB, WALK,OR OTHER PLANTER EDGE AND 36" FROM ANY BUILDING OR STRUCTURE.
SHRUB OR TREE CANOPY
CENTER OF SHRUB OR TREE
ROOTBALL OF SHRUB OR TREE
DRIP EMITTERS (TYP.)
VALVE BOX WITH COVER
FINISHED GRADE
PVC BALL VALVE
COIL OF DRIP LATERAL PIPE
2" MINIMUM DEPTH OF 3/4"WASHED GRAVEL
ADAPT TO DRIP LINE
PVC DRIP LINE
4505 SOUTHMARYLAND PARKWAYLAS VEGAS, NV 89154
L2.02
Date: 06/17/2016
IRRIGATION DETAILS
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OFNEVADA, LAS VEGAS
Copyright, Ltd 2016
REVISIONSREV DATE DESCRIPTION
702.597.31081700 W Horizon Ridge Pkwy
Suite 203Henderson NV 89012www.southwickla.com
PERMIT SET
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
P
P
P
P
P
P
P
P
s
P
P
P
P
P
P
P
P
P
NEW VIVARIUMBUILDING
AREA OF WORK
JUANITA GREER WHITE LIFE SCIENCESBUILDING (EXISTING)
ROD LEE BIGELOW HEALTH SCIENCESBUILDING (EXISTING)
LYNN BENNET EARLYCHILDHOOD
EDUCATION CENTER(EXISTING)
NORTH MALL(EXISTING)
1
33
4
6
5
7
8
9 10
112
KEYNOTES
GENERAL NOTES
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
AS1.01
Date: 06/17/2016
SITE PLAN
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
SCALE: 1" = 20'-0"1
SITE PLAN
NORTH
1 CANOPY - REFER TO ROOF PLAN
2 NEW FIRE HYDRANT - REFER TO CIVILDRAWINGS
3 DEMOLISH AND REPLACE EXISTINGSIDEWALK AS REQUIRED FOR NEWUTILITIES - REFER TO CIVIL DRAWINGS
4 NEW TRANSFORMER ON NVEAPPROVED CONCRETE PAD - REFER TOELECTRICAL DRAWINGS
5 NEW GENERATOR ON CONCRETE PAD -REFER TO ELECTRICAL DRAWINGS
6 NEW RPDA - REFER TO CIVIL DRAWINGS
7 EXISTING GENERATORS - PROTECT INPLACE
8 NEW ELECTRICAL SWITCHGEAR ONCONCRETE PAD - REFER TOELECTRICAL DRAWINGS
9 NEW SIDEWALK - REFER TO CIVILDRAWINGS
10 REPLACEMENT SIDEWALK - REFER TOCIVIL DRAWINGS
11 BOLLARD - REFER TO DETAIL 13/A2.50
REVISIONS
REV DATE DESCRIPTION
1 REFER TO CIVIL, LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FORADDITIONAL WORK NOT SHOWN ONTHIS DRAWING.
06/17/16
108 SF
STORAGE
156
131 SF
LAB.
155
131 SF
LAB.
154
39 SF
MECHANICAL
157
71 SF
STORAGE
153
983 SF
ENCLOSURE
158
62 SF
RR.
152
144 SF
LAB.
116A
138 SF
LAB.
117A
144 SF
OFFICE
116
138 SF
OFFICE
117
823 SF
LAB.
118999 SF
LAB
119
121 SF
LAB.
119B
66 SF
STORAGE
119C
93 SF
LAB.
119A
207 SF
OFFICE
121
93 SF
LAB.
151
162 SF
LAB.
150
403 SF
CORRIDOR
100L
795 SF
CORRIDOR
100G
274 SF
CORRIDOR
100M
201 SF
STAIR #1
STAIR1
1
1
8
12
3
4 57
13
TYP.
14
3
1515
3
9
9
11
10
16
17
18
6
2
2
2
7
15
KEYPLAN
KEYNOTES
GENERAL NOTES
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
AD1.01
Date: 06/17/2016
DEMOLITION FLOOR
PLAN - LEVEL 1
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
SCALE: 1/8" = 1'-0"1
DEMO FLOOR PLAN
NORTH
WHITE HALL
NEWVIVARIUM
1 REFER TO CIVIL, LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FORADDITIONAL WORK NOT SHOWN ONTHIS DRAWING.
1 GENERATOR TO REMAIN - PROTECT INPLACE
2 PATCH AND REPAIR CEILING TO LIKENEW CONDITION AT LOCATION OF NEWHYDRONIC PIPING AND ELECTRICALCONDUIT - REFER TO MECHANICAL ANDELECTRICAL DRAWINGS FOR EXTENTS -PAINT ANY NEW AREAS TO MATCHADJACENT CEILING
3 CMU WALL AND CHAINLINK FENCE/GATETO BE REMOVED
4 FURNACE TO BE REMOVED - REFER TOCIVIL DRAWINGS
5 EXISTING DROP INLET TO BE REMOVED- REFER TO CIVIL DRAWINGS
6 EXISTING MECHANICAL EQUIPMENT -PROTECT IN PLACE
7 SIDEWALK TO BE REMOVED - REFER TOCIVIL DRAWINGS
8 HOLLOW METAL DOORS TO BEREMOVED
9 EXISTING BUILDING TO BE REMOVED
10 EXISTING BUILDING TO REMAIN -PROTECT IN PLACE
11 CURB TO BE REMOVED
12 LANDSCAPE TO BE REMOVED
13 TREE TO BE REMOVED, REFER TOLANDSCAPE DRAWINGS
14 ELECTRICAL PULL BOX TO BE REMOVED- REFER TO CIVIL AND ELECTRICALDRAWINGS
15 EXISTING LIGHT POLES TO REMAIN -PROTECT IN PLACE
16 EXISTING CAMPUS DIRECTORY TOREMAIN - PROTECT IN PLACE
17 CHAINLINK FENCE AND GATE TOREMAIN - PROTECT IN PLACE
18 REMOVE CHAINLINK FENCE - REFER TONEW CONSTRUCTION
REVISIONS
REV DATE DESCRIPTION
06/17/16
FEC
FE
C
FEC
FEC
FE
C
MECHANICAL
157
STORAGE
153
650 SF
ENCLOSURE
158
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
392 SF
CORRIDOR
001
129 SF
QUARANTINE
002
127 SF
STORAGE
028
97 SF
MECHANICAL
027
98 SF
ELEC/DATA
026
78 SF
PREP
015
140 SF
SURGERY
014
78 SF
PREP
013
401 SF
VESTIBULE
006
401 SF
HOLD
012
194 SF
HOLD
011
188 SF
HOLD
010
141 SF
HOLD
009
145 SF
HOLD - ABSL2
008
118 SF
PROCEDURE
007
83 SF
TOILET
005
43 SF
TOILET
003
1718 SF
SHELL (PHASE 2)
016
001A
026
027
028
016
015
014B
014A
013
002
003
005
007
008
009
010
011
012
006 001B
A5.00
16
21
20
17
A5.0114
13
16
15
A5.0110
9
12
11
A5.016
5
8
7
A5.01
19
17
18 20 A5.01
23
21
2422
A5.01
3
1
2 4
A5.02
1
2 4
3
A5.02
5
8
7
6A5.00
10
11
12
13
A5.02
9
12
11
10
A5.00
7
8
9
A5.005 6
A5.00
2
3 1
4
36 SF
FIRE RISER
004
004
A6.00
3
A6.00 2
A6.00
1
A6.004
3
A1.01
C3
C3
F1
G1
G1
G1
G1
G1
G1
A5.02
3
42
1
OPP
6 3 145 2
A
B
C
D
E
FG1
G1
G1G1
G1
C3
2
A7.00
3
A7.00
1
A7.00
C3
C3
C3
C3
C2
C3C3
C3 C3
C3
C2
C2
C2
C2
C2
C3
C3
F2C3
C2C3
OPP
OPP
C3
C3
C2
C3
A6.00
5
6
F1
C2
1
2
3 TYP.
4 TYP.
6 5
E6
E6
7
9
9
A2.50
10
A2.50
10
4
A7.00
F2
11 TYP.
12
158A
14
13
13
15
11
A2.50
8
A2.50
15
B2
C3
C3
FE
CS
16
4
4 4
5
A7.00
E6
E6
6
8
4
TYP.
8
8
401 SF
VESTIBULE
006
398 SF
VESTIBULE
016
200 SF
HOLD
017
119 SF
PROCEDURE
018
119 SF
BEHAVIOR
019
121 SF
BEHAVIOR
020
95 SF
BEHAVIOR
021
95 SF
BEHAVIOR
02297 SF
HOLD
023
196 SF
HOLD
024
129 SF
CLEAN STORAGE
025
020
019
018
017
021
022
023
024
025
A5.04
9
A5.04
5
A5.042A5.0318 12
11
106
7
84
1
3
17
20
19
A5.03
3
2 4
1
A5.03 16A5.03 12
A5.03
5
6
7
8
9
10
11
15
14
13
392 SF
CORRIDOR
001
129 SF
QUARANTINE
002
127 SF
STORAGE
028
97 SF
MECHANICAL
027
98 SF
ELEC/DATA
026
78 SF
PREP
015
140 SF
SURGERY
014
78 SF
PREP
013401 SF
HOLD
012
194 SF
HOLD
011
188 SF
HOLD
010
141 SF
HOLD
009145 SF
HOLD
008
118 SF
PROCEDURE
007
83 SF
TOILET
005
43 SF
TOILET
003
36 SF
FIRE RISER
004
A5.03
13
16 14
15
OPP OPP
OPP
OPP
A5.03
17
18
19
20
6 3 145 2
A
B
C
D
E
F
C3
C3
C3
C3C3C3
C3
C3 C3 C3
C3
OPP OPP
OPP
OPP
5
9
E6
FE
CS
MECHANICAL
157
STORAGE
153
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
8
A5.00 18
14
15
43 SF
TOILET
003
003
005
83 SF
TOILET
005
3
A
A5.00
14
15
SIM.
SIM.
CLR
1' - 6" CLR1' - 3"
CLR
1' - 6" CLR1' - 3"
19
ALUMINUM CRASH RAIL
KEYPLAN
KEYNOTES
GENERAL NOTES
LEGEND
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A1.01
Date: 06/17/2016
PHASED FLOOR
PLANS
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
WHITE HALL
NEWVIVARIUM
SCALE: 1/8" = 1'-0"1
FLOOR PLAN - PHASE 1
NORTH
SCALE: 1/8" = 1'-0"2
FLOOR PLAN - PHASE 2
NORTH
SCALE: 1/4" = 1'-0"3
ENLARGED RESTROOM PLAN
1 ALL DIMENSIONS ARE TAKEN FROMFACE OF STUD, MASONRY, ORCONCRETE UNLESS NOTEDOTHERWISE.
2 REFER TO CIVIL, LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FORADDITIONAL WORK NOT SHOWN ONTHIS DRAWING.
3 REFER TO A2.30 FOR PARTITION TYPES.
4 FIELD VERIFY ALL DIMENSIONS PRIORTO MANUFACTURING ALL CASEWORK.
5 DOOR JAMB AT HINGE SIDE SHALL BE AMINIMUM OF 4" FROM FACE OFPERPENDICULAR WALL U.N.O.
6 PROVIDE ACOUSTICAL SEALANT AT ALLPENETRATIONS THROUGH ACOUSTICALPARTITIONS AND CEILINGS.
7 PROVIDE FIRESTOP SEALANT AT ALLPENETRATIONS THROUGH RATEDWALLS.
1 OFOI CARBON DIOXIDE CYLINDERS (2)AND CFCI GAS MANIFOLDS ANDRESTRAINTS
2 OFOI OXYGEN CYLINDERS (2) AND CFCIGAS MANIFOLDS AND RESTRAINTS
3 STRUCTURAL COLUMN - REFER TOSTRUCTURAL DRAWINGS
4 FLOOR DRAIN/FLOOR SINK - REFER TOPLUMBING DRAWINGS
5 SAFETY SHOWER/EYEWASH - REFER TOPLUMBING DRAWINGS
6 MOP SINK - REFER TO PLUMBINGDRAWINGS
7 ROOF ACCESS LADDER - PROVIDEMETAL BACKING AS REQUIRED - REFERTO DETAIL 10/A4.10
8 SINK - REFER TO PLUMBING DRAWINGS
9 CHEMICAL FUME HOOD - CFCI
10 CORRUGATED METAL CANOPY ABOVE,REFER TO ROOF PLAN
11 TUBE STEEL COLUMN FOR CANOPYABOVE - REFER TO STRUCTURALDRAWINGS
12 KNOX BOX 3200 SERIES, RECESSMOUNT WITH ALUMINUM FINISH - REFERTO BUILDING ELEVATIONS
13 ROOF DRAINS - REFER TO ROOF PLANAND PLUMBING DRAWINGS
14 EXTEND EXISTING CHAINLINK FENCE TONEW VIVARIUM BUILDING - MATCHEXISTING HEIGHT
15 HOUSEKEEPING PAD - REFER TO SLABPLAN, MECHANICAL AND STRUCTURALDRAWINGS
16 CORNER GUARD CG-1 - REFER TOMATERIAL SCHEDULE
NORTH
REVISIONS
REV DATE DESCRIPTION
06/17/16
FE
C
3' -
0"
7' -
2"
3' - 0" 6' - 0" 3' - 0"
2' - 11"
4' - 3" 3' - 0" 8' - 7" 3' - 0"
2' - 11"
3' - 0" 6' - 0" 3' - 0"
3' -
0"
16' -
6"
3' -
0"
4' -
6"
6 3 12
A
B
D
E
F
2
A7.00
3
A7.00
1
A7.00
-1/2"
-1/2" -1/2"
-1/2"
-1/2"
4' -
9"
3' -
0"
-1/2"
4
A7.0015' -
4"
15' -
11"
27' - 5"
39' - 3"
4"
8"
8' -
0"
8" 7' - 10 1/2" 12' - 1"
1' -
0"
3' -
6"
1' - 0"5' - 4"
1
4"
5
A7.00
4"
8' - 0"
6' -
0"
CONCRETE SLAB
DEPRESSED SLAB
CONCRETE JOINT - REFERTO STRUCTURAL
FLOOR DRAIN
HOUSEKEEPING PAD
FLOOR SINK
INDICATES PHASE 2
6 3 145 2
A
B
C
D
E
F
650 SF
EXTERIOR ENCLOSURE
158392 SF
CORRIDOR
001
83 SF
TOILET
005
401 SF
VESTIBULE
006
398 SF
VESTIBULE
016
188 SF
HOLD
010
141 SF
HOLD
009
145 SF
HOLD
008
118 SF
PROCEDURE
007
36 SF
FIRE RISER
004
43 SF
TOILET
003
78 SF
PREP
013
140 SF
SURGERY
014
78 SF
PREP
015
194 SF
HOLD
011
401 SF
HOLD
012
121 SF
BEHAVIOR
020
119 SF
BEHAVIOR
019
119 SF
PROCEDURE
018
200 SF
HOLD
017
95 SF
BEHAVIOR
021
95 SF
BEHAVIOR
022
97 SF
HOLD
023
196 SF
HOLD
024
129 SF
CLEAN STORAGE
025
98 SF
ELEC/DATA
026
97 SF
MECHANICAL
027
127 SF
STORAGE
028
ALIG
N
86' - 8"
27' - 0" 26' - 9" 20' - 11" 6' - 8" 5' - 4"
62' -
8"
30' -
8"
8"
11' -
4"
8' -
0"
12' -
0"
8"
3' -
4"
11' -
4"
3' -
4"
17' - 10" 13' - 9" 13' - 9" 11' - 8" 9' - 0"
1' -
3"
3' -
9"
1' -
1"
2' - 3" 7' - 1"
17' - 10" 13' - 2" 16' - 3" 6' - 9" 3' - 4" 10' - 3"
ALIGN
ALIGN
6' -
5"
4' -
10"
6' -
1 1
/2"
11' -
9 1
/2"
7' -
7 1
/2"
12' -
2"
11' -
7 1
/2"
3' -
2"
4' -
5 1
/2"
9' - 2" 9' - 0" 9' - 0" 17' - 9" 12' - 1" 9' - 0 1/2" 9' - 0 1/2"
10' - 4 1/2" 11' - 7" 4' - 2"
2' - 3"
5' - 2"
ALIGN
ALIGN
ALIGN
12' - 3"
4' -
0"
129 SF
QUARANTINE
002
4' - 8" 3' - 4"
1' -
7"
+/-
MECHANICAL
157
STORAGE
153
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
1' -
8"
1' - 8"
1' -
8"
10"
6' - 7"
KEYPLAN
KEYNOTES
GENERAL NOTES
LEGEND
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A1.21
Date: 06/17/2016
SLAB AND
DIMENSIONAL PLANS
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
NORTH
SCALE: 1/8" = 1'-0"1
SLAB PLAN
NORTH
SCALE: 1/8" = 1'-0"2
DIMENSIONAL FLOOR PLAN NOTE: HATCHED AREA INDICATES PHASE 2
1 ALL DIMENSIONS ARE TAKEN FROMFACE OF STUD, MASONRY, ORCONCRETE UNLESS NOTEDOTHERWISE.
2 REFER TO CIVIL, LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FORADDITIONAL WORK NOT SHOWN ONTHIS DRAWING.
3 REFER TO A2.30 FOR PARTITION TYPES.
4 FIELD VERIFY ALL DIMENSIONS PRIORTO MANUFACTURING ALL CASEWORK.
5 DOOR JAMB AT HINGE SIDE SHALL BE AMINIMUM OF 4" FROM FACE OFPERPENDICULAR WALL U.N.O.
6 PROVIDE ACOUSTICAL SEALANT AT ALLPENETRATIONS THROUGH ACOUSTICALPARTITIONS AND CEILINGS.
7 PROVIDE FIRESTOP SEALANT AT ALLPENETRATIONS THROUGH RATEDWALLS.
1 COORDINATE LOCATION OFHOUSEKEEPING PAD WITHINSTALLATION OF FIRE RISER DRAIN
REVISIONS
REV DATE DESCRIPTION
06/17/16
FEC
FE
C
FEC
FEC
FE
C
6 3 145 2
A
B
C
D
E
F
650 SF
ENCLOSURE
158392 SF
CORRIDOR
001
129 SF
QUARANTINE
002
127 SF
STORAGE
028
97 SF
MECHANICAL
027
98 SF
ELEC/DATA
026
78 SF
PREP
015
140 SF
SURGERY
014
78 SF
PREP
013
401 SF
VESTIBULE
006
401 SF
HOLD
012
194 SF
HOLD
011
188 SF
HOLD
010
141 SF
HOLD
009
145 SF
HOLD - ABSL2
008
118 SF
PROCEDURE
007
83 SF
TOILET
005
43 SF
TOILET
003
1718 SF
SHELL (PHASE 2)
016
36 SF
FIRE RISER
004
1
2
3
4
565
15
6
5 61
65
TYP. OF 5
7
8
9
2
TYP. OF 3
FE
CS
MECHANICAL
157
STORAGE
153
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
11
5
A7.00
6 3 145 2
A
B
C
D
E
F
650 SF
EXTERIOR ENCLOSURE
158
401 SF
VESTIBULE
006
398 SF
VESTIBULE
016
200 SF
HOLD
017
119 SF
PROCEDURE
018
119 SF
BEHAVIOR
019
121 SF
BEHAVIOR
020
95 SF
BEHAVIOR
021
95 SF
BEHAVIOR
022
97 SF
HOLD
023 196 SF
HOLD
024
129 SF
CLEAN STORAGE
025
392 SF
CORRIDOR
001
129 SF
QUARANTINE
002
127 SF
STORAGE
028
97 SF
MECHANICAL
027
98 SF
ELEC/DATA
026
78 SF
PREP
015
140 SF
SURGERY
014
78 SF
PREP
013401 SF
HOLD
012
194 SF
HOLD
011
188 SF
HOLD
010
141 SF
HOLD
009145 SF
HOLD
008
118 SF
PROCEDURE
007
83 SF
TOILET
005
43 SF
TOILET
003
36 SF
FIRE RISER
004
5
6
1
3
4
1010
1010
6 5
2
TYP. OF 5
FE
CS
MECHANICAL
157
STORAGE
153
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
KEYPLAN
KEYNOTES
GENERAL NOTES
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A1.61
Date: 06/17/2016
FURNITURE PLANS
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
NORTH
NORTH
SCALE: 1/8" = 1'-0"1
FURNITURE PLAN - PHASE 1
SCALE: 1/8" = 1'-0"2
FURNITURE PLAN - PHASE 2
1 FURNITURE IS SHOWN DASHED FORREFERENCE ONLY - N.I.C., U.N.O.
1 SINGLE SIDED CAGE RACK - 72 CAGES,OFOI
2 SHELVING UNIT, OFOI
3 REFRIGERATOR OR OTHER EQUIPMENT,OFOI
4 BIOLOGICAL SAFETY CABINET - CLASS IITYPE A, OFOI
5 DOULBE SIDED CAGE RACK - 144CAGES, OFOI
6 ANIMAL CHANGING STATION, OFOI
7 CART, OFOI
8 CARBON DIOXIDE GAS CYLINDERS, OFOI
9 OXYGEN GAS CYLINDERS, OFOI
10 WATER TANK (OR OTHER BEHAVIOREQUIPMENT), OFOI
11 SURGERY TABLE, CFCI - REFER TOSPECIFICATIONS
REVISIONS
REV DATE DESCRIPTION
06/17/16
FLOORING
MATERIAL SCHEDULE
KEY DESCRIPTION
RESINOUS FLOORING
B-1
CEILING
C-3
C-5 EXPOSED STRUCTURE
INTEGRAL RESINOUS COVE
BASE
WALLS
W-1
F-1
F-2 SEALED CONCRETE
MANUFACTURER(BASIS OF DESIGN) MODEL NUMBER COLOR REMARKS:
SEE REFLECTED CEILING PLANS
KEY
PC-1
LOCATION
INTERIOR WALLS AND CEILINGS (FINISHED AND EXPOSED)
COLOR
NORTH
WALL 1
WALL 2WALL 4
WALL 3
SW 7008 ALABASTER (EPOXY)
COPING
CP-1 METAL COPING DOVE GRAY
@ OUTSIDE CORNERS
HICKMAN PERMASNAP @CMU-1
PAINT COLOR SCHEDULE
DESCRIPTION
WHITE
CMU
EXTERIOR CMUCMU-1
EXTERIOR CMUCMU-2
C-4 CEILING TILE ARMSTRONG CLEAN ROOM VL WHITE
CIND-R-LITE
CIND-R-LITE
STANDARD - 8" x 8" x 16"
SPLIT FACE - 8" x 8" x 16"
GRAY
GRAY
GROUT COLOR: MATCH ADJACENT
STONHARD STONTEC XPRESS
PC-2 SW 7016 MINDFUL GRAY (EPOXY)MEDIUM GRAY DOORS AND FRAMES
CORNER GUARDS
CORNER GUARD STAINLESS STEELCS GROUP CO-8 ADHESIVE MOUNTCG-1
GYPSUM BOARD
PAINTED FIBERGLASS FACEDGYPSUM BOARD
SANTA CRUZ
C-2 GYPSUM BOARD
C-1 SEE PAINT COLOR SCHEDULEGYPSUM BOARD
STC 62 - REFER TO 7/A3.10
2 HOUR RATED - REFER TO 4/A3.10
SEE PAINT COLOR SCHEDULE
SEE PAINT COLOR SCHEDULE
STONHARD REFER TO 12/A2.50
W/ ANTI-GRAFFITI COATING
METAL DECK
MD-1 METAL DECK SEE PAINT COLOR SCHEDULE COORDINATE SIZE WITHSTRUCTURAL DRAWINGS
@ CORRIDOR, VESTIBULESCRASH RAILS
CRASH RAIL ALUMINUMCS GROUP ECR-32A NON-EXPOSED FASTENERSCR-1
PROVIDE UNIVERSAL HOLD DOWNCLIPS PER MANUFACTURER
PC-3 SW 7008 ALABASTERLIGHT GRAY CANOPY METAL DECK AND FASCIA, ROOFTOP MECHANICAL UNIT
PC-4 SW 7016 MINDFUL GRAYMEDIUM GRAY CANOPY STRUCTURAL FRAMING
STONTEC XPRESS SANTA CRUZ
SEE PAINT COLOR SCHEDULE
SEE PAINT COLOR SCHEDULE
FINISH FLOOR
A
SEESCHEDULE
SE
E S
CH
ED
ULE
2"
2" 2"
B
SEESCHEDULE
SE
E S
CH
ED
ULE
4"
4" 4"
FINISH FLOOR
A B
SE
E S
CH
ED
ULE
SEESCHEDULE
SE
E S
CH
ED
ULE
SEESCHEDULE
1' -
0"
6" 1' - 0"
4' -
0"
1
KEYNOTES
GENERAL NOTES
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A2.00
Date: 06/17/2016
ROOM FINISH/
MATERIAL/DOOR
SCHEDULE
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
ROOM FINISH SCHEDULE - PHASE 1
ROOM NO. ROOM NAME
FLOORING CEILING WALL
COMMENTSMAT'L BASE MAT'L
NORTH EAST SOUTH WEST
MAT'L MAT'L MAT'L MAT'L
LEVEL 1
001 CORRIDOR F-1 B-1 C-4 W-1 W-1 W-1 W-1
002 QUARANTINE F-1 B-1 C-2 W-1 W-1 W-1 W-1
003 TOILET F-1 B-1 C-1 W-1 W-1 W-1 W-1
004 FIRE RISER F-2 - C-5 W-1 W-1 W-1 W-1
005 TOILET F-1 B-1 C-1 W-1 W-1 W-1 W-1
006 VESTIBULE F-1 B-1 C-4 W-1 W-1 W-1 W-1
007 PROCEDURE F-1 B-1 C-2 W-1 W-1 W-1 W-1
008 HOLD - ABSL2 F-1 B-1 C-2 W-1 W-1 W-1 W-1
009 HOLD F-1 B-1 C-2 W-1 W-1 W-1 W-1
010 HOLD F-1 B-1 C-2 W-1 W-1 W-1 W-1
011 HOLD F-1 B-1 C-2 W-1 W-1 W-1 W-1
012 HOLD F-1 B-1 C-2 W-1 W-1 W-1 W-1
013 PREP F-1 B-1 C-1 W-1 W-1 W-1 W-1
014 SURGERY F-1 B-1 C-1 W-1 W-1 W-1 W-1
015 PREP F-1 B-1 C-1 W-1 W-1 W-1 W-1
016 SHELL (PHASE 2) - - - - - - -
026 ELEC/DATA F-1 B-1 C-5 W-1 W-1 W-1 W-1
027 MECHANICAL F-1 B-1 C-5 W-1 W-1 W-1 W-1
028 STORAGE F-1 B-1 C-3 W-1 W-1 W-1 W-1
ROOM FINISH SCHEDULE - PHASE 2
ROOM NO. ROOM NAME
FLOORING CEILING WALL
COMMENTSMAT'L BASE MAT'L
NORTH EAST SOUTH WEST
MAT'L MAT'L MAT'L MAT'L
LEVEL 1
016 VESTIBULE F-1 B-1 C-4 W-1 W-1 W-1 W-1
017 HOLD F-1 B-1 C-2 W-1 W-1 W-1 W-1
018 PROCEDURE F-1 B-1 C-2 W-1 W-1 W-1 W-1
019 BEHAVIOR F-1 B-1 C-2 W-1 W-1 W-1 W-1
020 BEHAVIOR F-1 B-1 C-2 W-1 W-1 W-1 W-1
021 BEHAVIOR F-1 B-1 C-2 W-1 W-1 W-1 W-1
022 BEHAVIOR F-1 B-1 C-2 W-1 W-1 W-1 W-1
023 HOLD F-1 B-1 C-2 W-1 W-1 W-1 W-1
024 HOLD F-1 B-1 C-2 W-1 W-1 W-1 W-1
025 CLEAN STORAGE F-1 B-1 C-2 W-1 W-1 W-1 W-1
SCALE: 1/4" = 1'-0"
FRAME TYPESSCALE: 1/4" = 1'-0"
PANEL TYPES
DOOR SCHEDULE - PHASE 1
DR. NO. RM. NO. PR
PANEL FRAME
HDWR LABEL REMARKS
SIZE
TYPE MAT'L TYPE MAT'L HEAD DTLJAMB DTL
LATCHJAMB DTL
HINGEW H T
001A 001 PR 3' - 2" 7' - 10" 1 3/4" A HM A HM 1/A2.50 2/A2.50 2/A2.50 01 CARD READER ACCESS
001B 001 3' - 0" 7' - 10" 1 3/4" A HM A HM 1/A2.50 2/A2.50 2/A2.50 02
002 002 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
003 003 3' - 0" 8' - 0" 1 3/4" A HM A HM 3/A2.50 4/A2.50 4/A2.50 07
004 004 3' - 0" 7' - 10" 1 3/4" A HM A HM 1/A2.50 2/A2.50 2/A2.50 04
005 005 3' - 0" 8' - 0" 1 3/4" A HM A HM 3/A2.50 4/A2.50 4/A2.50 07
006 006 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
007 007 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
008 008 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
009 009 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
010 010 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
011 011 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
012 012 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
013 013 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
014A 014 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 06
014B 014 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 06
015 015 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
016 016 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
026 026 3' - 0" 8' - 0" 1 3/4" A HM A HM 3/A2.50 4/A2.50 4/A2.50 03 CARD READER ACCESS
027 027 3' - 6" 8' - 0" 1 3/4" A HM A HM 3/A2.50 4/A2.50 4/A2.50 05 CARD READER ACCESS
028 028 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05 90 MIN. CARD READER ACCESS
158A 158 4' - 0" 7' - 0" 1 3/4" A HM B HM 5/A2.50 - 6/A2.50 08 UNDERCUT DOOR 1-1/2" FOR DRAINAGE- REFER TO CIVIL DRAWINGS
DOOR SCHEDULE - PHASE 2
DR. NO. RM. NO. PR
PANEL FRAME
HDWR LABEL REMARKS
SIZE
TYPE MAT'L TYPE MAT'L HEAD DTLJAMB DTL
LATCHJAMB DTL
HINGEW H T
017 017 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
018 018 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
019 019 4' - 0" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
020 020 4' - 0" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
021 021 4' - 0" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
022 022 4' - 0" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
023 023 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
024 024 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
025 025 3' - 6" 8' - 0" 1 3/4" B HM A HM 3/A2.50 4/A2.50 4/A2.50 05.1 CARD READER ACCESS
1 VERIFY ALL FRAME AND OPENINGDIMENSIONS PRIOR TO FABRICATION.
REVISIONS
REV DATE DESCRIPTION
#GLASS TYPE, REFER TOSPECIFICATIONS
06/17/16
PLAN VIEW
SECTION VIEW
CEILING - SEE REFLECTED CEILINGPLAN / ROOM FINISH SCHEDULE
METAL DECK - REFER TOSTRUCTURAL DRAWINGS
TOP TRACK
6" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8" FIBERGLASS FACED GYPSUMBOARD EACH SIDE
BOTTOM TRACK ANCHORED TO FLOOR
FOR FLOOR FINISH AND BASE SEE ROOMFINISH SCHEDULE
SEALANT EACH SIDE UNDER FIBERGLASSFACED GYPSUM BOARD
PARTITION TYPESCALE : 1 1/2" = 1'-0"
F1
4" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8"FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
DEEP LEG TRACK
UL NO. U425 1 HOUR RATED PARTITION
ELASTOMERIC SPRAY APPLIED SEALANT,BOTH SIDES - EXTEND UP OVERTHERMAFIBER AND UP INTO FLUTES
PLAN VIEW
SECTION VIEW
PARTITION TYPESCALE : 1 1/2" = 1'-0"
G1
CEILING - SEE REFLECTED CEILINGPLAN / ROOM FINISH SCHEDULE
METAL DECK - REFER TOSTRUCTURAL DRAWINGS
WALL TYPE, SEE PLAN OR SECTIONS
WALL TYPE, SEE PLAN OR SECTIONS
FOR FLOOR FINISH AND BASE SEE ROOMFINISH SCHEDULE
SEALANT EACH SIDE UNDER FIBERGLASSFACED GYPSUM BOARD
2" RIGID INSULATION BOARD. EXTEND FROMFLOOR TO BOTTOM OF DECK AT ALLEXTERIOR WALLS
2" METAL ZEE FURRING CHANNEL @ 24" O.C.- PROVIDE THERMAL BREAK BETWEENCHANNEL AND EXTERIOR WALL
2" METAL ZEE FURRING CHANNEL @ 24"O.C. - PROVIDE THERMAL BREAK BETWEENCHANNEL AND EXTERIOR WALL
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD - ONE SIDE
2" RIGID INSULATION BOARD. EXTEND FROMFLOOR TO BOTTOM OF DECK AT ALLEXTERIOR WALLS
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD - ONE SIDE
AB
OV
E C
EIL
ING
1'-0"
MIN
.
PLAN VIEW
SECTION VIEW
CEILING - SEE REFLECTED CEILINGPLAN / ROOM FINISH SCHEDULE
METAL DECK - REFER TOSTRUCTURAL DRAWINGS
METAL STUD BRACES @ 4'-0" O.C.(STAGGERED), ATTACHED TO STRUCTURE -SIZE AND GAUGE TO MATCH PARTITION
CLIP ANGLE
TOP TRACK
6" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
BOTTOM TRACK ANCHORED TO FLOOR
FOR FLOOR FINISH AND BASE SEE ROOMFINISH SCHEDULE
SEALANT EACH SIDE UNDER FIBERGLASSFACED GYPSUM BOARD
PARTITION TYPESCALE : 1 1/2" = 1'-0"
C2
6" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
6" SOUND INSULATION
6" SOUND INSULATION
ACOUSTICAL PARTITION
3 5/8" X 20 GAUGE METAL STUDS @24" O.C.
PARTITION TYPESCALE : 1 1/2" = 1'-0"
E6
CEILING - SEE REFLECTED CEILINGPLAN / ROOM FINISH SCHEDULE
BOTTOM TRACK ANCHORED TO FLOOR
FOR FLOOR FINISH AND BASE SEEROOM FINISH SCHEDULE
SEALANT EACH SIDE UNDER FIBERGLASSFACED GYPSUM BOARD
3 5/8" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM ONE SIDE
DIMENSION
SEE PLAN FOR
DIM
EN
SIO
N
SE
E P
LA
N F
OR
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD ONE SIDE
METAL DECK - REFER TOSTRUCTURAL DRAWINGS
METAL STUD BRACES @ 4'-0" O.C.(STAGGERED), ATTACHED TO STRUCTURE -SIZE AND GAUGE TO MATCH PARTITION
CLIP ANGLE
PLAN VIEW
SECTION VIEW
PLAN VIEW
SECTION VIEW
CEILING - SEE REFLECTED CEILINGPLAN / ROOM FINISH SCHEDULE
METAL DECK - REFER TOSTRUCTURAL DRAWINGS
METAL STUD BRACES @ 4'-0" O.C.(STAGGERED), ATTACHED TO STRUCTURE -SIZE AND GAUGE TO MATCH PARTITION
CLIP ANGLE
TOP TRACK
6" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
BOTTOM TRACK ANCHORED TO FLOOR
FOR FLOOR FINISH AND BASE SEE ROOMFINISH SCHEDULE
SEALANT EACH SIDE UNDER FIBERGLASSFACED GYPSUM BOARD
PARTITION TYPESCALE : 1 1/2" = 1'-0"
C3
6" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD
6" SOUND INSULATION
6" SOUND INSULATION
ACOUSTICAL PARTITIONSTC RATING: 62
1-3/8" RESILIENT SOUND ISOLATIONCLIPS @ 24" O.C.
2 LAYERS OF 5/8" FIBERGLASS FACEDGYPSUM BOARD
2 LAYERS OF 5/8" FIBERGLASS FACEDGYPSUM BOARD
1-3/8" RESILIENT SOUND ISOLATION CLIPS
AB
OV
E C
EIL
ING
1' -
0"
MIN
.
7
A3.10
PLAN VIEW
SECTION VIEW
CEILING - SEE REFLECTED CEILINGPLAN / ROOM FINISH SCHEDULE
METAL DECK - REFER TOSTRUCTURAL DRAWINGS
6" X 20 GAUGE METAL STUDS @ 24" O.C.
2 LAYERS OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
BOTTOM TRACK ANCHORED TO FLOOR
FOR FLOOR FINISH AND BASE SEE ROOMFINISH SCHEDULE
SEALANT EACH SIDE UNDER FIBERGLASSFACED GYPSUM BOARD
PARTITION TYPESCALE : 1 1/2" = 1'-0"
F2
6" X 20 GAUGE METAL STUDS @ 24" O.C.
2 LAYERS OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
UL NO. U425 2 HOUR RATED PARTITION
CE
ILIN
G4 3
/4"
AB
OV
E
TOP TRACK
2 HOUR RATED CEILING - REFERTO DETAILS 4 & 8/A3.10
CEILING - SEE REFLECTED CEILINGPLAN / ROOM FINISH SCHEDULE
METAL DECK - REFER TOSTRUCTURAL DRAWINGS
TOP TRACK
PARTITION TYPESCALE : 1 1/2" = 1'-0"
B2
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
DEEP LEG TRACK
PLAN VIEW
SECTION VIEW
6" X 20 GAUGE METAL STUDS @ 24" O.C.
1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE
BOTTOM TRACK ANCHORED TO FLOOR
FOR FLOOR FINISH AND BASE SEE ROOMFINISH SCHEDULE
SEALANT EACH SIDE UNDER FIBERGLASSFACED GYPSUM BOARD
6" X 20 GAUGE METAL STUDS @ 24" O.C.
KEYNOTES
GENERAL NOTES
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A2.30
Date: 06/17/2016
PARTITION TYPES
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
REVISIONS
REV DATE DESCRIPTION
06/17/16
FEC
FEC
FE
C
6 3 145 2
A
B
C
D
E
F
650 SF
EXTERIOR ENCLOSURE
158
398 SF
VESTIBULE
016
001A
026
027
028
016
015
014B
014A
013
002
003
005
007
008
009
010
011
012
006 001B
004
158A
020
019
018
017
021
022
023
024
025
188 SF
HOLD
010
141 SF
HOLD
009
145 SF
HOLD
008
118 SF
PROCEDURE
007
83 SF
TOILET
005
36 SF
FIRE RISER
004
43 SF
TOILET
003
401 SF
VESTIBULE
006
194 SF
HOLD
011
401 SF
HOLD
01278 SF
PREP
013
140 SF
SURGERY
014
78 SF
PREP
015200 SF
HOLD
017
119 SF
PROCEDURE
018
119 SF
BEHAVIOR
019
121 SF
BEHAVIOR
020
95 SF
BEHAVIOR
021
95 SF
BEHAVIOR
022
97 SF
HOLD
023
196 SF
HOLD
024
129 SF
CLEAN STORAGE
025
98 SF
ELEC/DATA
026
97 SF
MECHANICAL
027
127 SF
STORAGE
028
129 SF
QUARANTINE
002
392 SF
CORRIDOR
001
1
3
2
FE
CS
MECHANICAL
157
STORAGE
153
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
139
8 1/2"
1/4" 1/8"
4 1
/2"
1/4
"1/8
"
SIDE LOAD FOR PAPER INSERT
1/4" BLACK BORDER
1/8" LIGHT GRAY BORDER
3/4" WHITE RAISED TEXT
APPROX. 1/4" TALL BRAILLE1/4" OFF BORDER
8 1/2"
1/4" 1/8"
4 1
/2"
1/4
"1/8
"
1/4" BLACK BORDER
1/8" LIGHT GRAY BORDER
3/4" WHITE RAISED TEXT
APPROX. 1/4" TALL BRAILLE1/4" OFF BORDER, TYP.
ROOM NAME 1/2" WHITE RAISED TEXT
139
8 1/2"
1/4" 1/8"
4 1
/2"
1/4
"1/8
"
1/4" BLACK BORDER
1/8" LIGHT GRAY BORDER
1 1/2" WHITE RAISED TEXT
APPROX. 1/4" TALL BRAILLE1/4" OFF BORDEREXIT
APPROX. 1/4" TALL BRAILLE1/4" OFF BORDER
WOMEN3/4" WHITE RAISED TEXT
8"
8"
INDICATES PHASE 2
KEYNOTES
GENERAL NOTES
LEGEND
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A2.40
Date: 06/17/2016
SIGNAGE PLAN,
SCHEDULE, AND
DETAILS
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
SIGNAGE SCHEDULE
DOOR SIGNAGE
DR NO RM NO NAME NO TEXT TYPE NOTES
001A 001 CORRIDOR - - 3
001B 001 CORRIDOR - - 3
002 002 QUARANTINE 126 - 1
003 003 TOILET 125 MEN 4
004 004 FIRE RISER - - - REFER TO PLAN
005 005 TOILET 124 WOMEN 4
006 006 VESTIBULE 119 VESTIBULE 2
007 007 PROCEDURE 123 PROCEDURE 2
008 008 HOLD 122 - 1
009 009 HOLD 121 - 1
010 010 HOLD 120 - 1
011 011 HOLD 118 - 1
012 012 HOLD 117 - 1
013 013 PREP 116 PREP 2
014A 014 SURGERY 115 SURGERY 2
014B 014 SURGERY 115 SURGERY 2
015 015 PREP 114 PREP 2
016 016 VESTIBULE 109 VESTIBULE 2
017 017 HOLD 113 - 1
018 018 PROCEDURE 112 PROCEDURE 2
019 019 BEHAVIOR 111 - 1
020 020 BEHAVIOR 110 - 1
021 021 BEHAVIOR 108 - 1
022 022 BEHAVIOR 107 - 1
023 023 HOLD 106 - 1
024 024 HOLD 105 - 1
025 025 CLEAN STORAGE 104 - 1
026 026 ELEC/DATA 103 ELECTRICAL/DATA ROOM 2
027 027 MECHANICAL 102 MECHANICAL ROOM 2
028 028 STORAGE 101 STORAGE 2
NORTH
SCALE: 1/8" = 1'-0"A
SIGNAGE PLAN
1 FIRE RISER ROOM IDENTIFICATIONSIGNAGE
2 CODE REQUIRED ELECTRICAL ROOMIDENTIFICATION SIGNAGE
3 CODE REQUIRED MECHANICAL ROOMIDENTIFICATION SIGNAGE
1 REFER TO SPECIFICATIONS SECTION 1014 00 FOR ADDITIONAL SIGNAGEREQUIREMENTS.
2 INTERNATIONAL SYMBOL PICTOGRAMMUST BE PROVIDED AT ALLACCESSIBLE RESTROOMS.
SCALE: 3" = 1'-0"1
SIGN TYPE 1
SCALE: 3" = 1'-0"2
SIGN TYPE 2
SCALE: 3" = 1'-0"3
SIGN TYPE 3
SCALE: 3" = 1'-0"4
SIGN TYPE 4
REVISIONS
REV DATE DESCRIPTION
06/17/16
1"
2"
8 x 8 x 16 CMU WALL
METAL DRIP FLASHING -PAINTED TO MATCHFRAME
SHIM AS REQUIRED
J-TRIM CASING BEADAND SEALANT
CORNER BEAD, TYP.
SOLID GROUTEDHOLLOW METAL FRAME -PAINT PC-2
DOOR - SEE SCHEDULE
REFER TO PLANFOR WALL TYPE
BACKER RODAND SEALANT
REFER TO PLANFOR WALL TYPE
2"
1"
DOOR - SEE SCHEDULE
SHIM AS REQUIRED
FRAME ANCHORS -REFER TOSPECIFICATIONS
CORNER BEAD, TYP.
J-TRIM CASING BEADAND SEALANT
SOLID GROUTEDHOLLOW METALFRAME - PAINT PC-2
BACKER ROD &SEALANT, TYP
REFER TO PLANFOR WALL TYPE
5/8
"2"
HOLLOW METALFRAME, REFER TOFRAME TYPES - PAINTPC-2
METAL STUDS
FIBERGLASS FACEDGYPSUM WALL BOARD
SEALANT - BOTH SIDES
DOOR - SEE SCHEDULE
TYP1/2"
VARIES
VA
RIE
S
TY
P1/2
"T
YP
1/2
"
2"
SEALANT - BOTH SIDES
METAL STUDS
FIBERGLASS FACEDGYPSUM WALL BOARD
DOOR - SEE SCHEDULE
HOLLOW METAL FRAME,REFER TO FRAMETYPES - PAINT PC-2
REFER TO PLANFOR WALL TYPE
2
D
DOOR - REFER TO PLAN ANDDOOR SCHEDULE
CONCRETE MASONRY UNIT -REFER TO ELEVATIONS
2" RIGID INSULATION W/ "Z"FURRING
5/8" FIBERGLASS FACEDGYPSUM BOARD, TYP.
2" x 20GA METAL STUD
SOUND INSULATION - REFERTO PARTITION TYPES
6" x 20GA METAL STUD
CORNER GUARD CG-1
1 3/8" x 20GA SOUNDISOLATION CLIP
ALIGN
GYPSUM BOARD CONTROLJOINT
3
B
6" x 20GA METAL STUD
SOUND INSULATION - REFERTO PARTITION TYPES
CONCRETE MASONRY UNIT -REFER TO ELEVATIONS
2" RIGID INSULATION W/ "Z"FURRING
5/8" FIBERGLASS FACEDGYPSUM BOARD, TYP.
2" x 20GA METAL STUD
1-3/8" x 20GA SOUNDISOLATION CLIP
PREFORMED RUBBERGASKET
BACKER ROD ANDSEALANT, BOTHSIDES. SEALANT TOMATCH ADJACENTBLOCK COLOR
1 LAYER 5/8"FIBERGLASS FACEDGYPSUM BOARD OVER2" RIGID INSULATION &METAL ZEE FURRING
V CONTROL JOINT
6
C
STEEL COLUMN - REFER TOSTRUCTURAL DRAWINGS
2" RIGID INSULATION W/ "Z"FURRING
5/8" FIBERGLASS FACEDGYPSUM BOARD, TYP.
SOUND INSULATION - REFERTO PARTITION TYPES
6" x 20GA METAL STUD
1-3/8" x 20GA RESILIENTSOUND ISOLATION CLIP
CONCRETE MASONRYUNIT - REFER TOELEVATIONS
2
E
DOOR - REFER TO PLAN ANDDOOR SCHEDULE
CONCRETE MASONRY UNIT -REFER TO ELEVATIONS
CORNER GUARD CG-1
2" RIGID INSULATION W/ "Z"FURRING
(3) LAYERS OF 5/8"FIBERGLASS FACEDGYPSUM BOARD - ALIGNWITH RATED WALL
ALIGN
2" x 20GA METAL STUD AND2" RIGID INSULATION
6" x 20GA METAL STUD (2)HOUR RATED PARTITION -REFER TO PARTITION TYPES
1"4"
8 x 8 x 16 CMU WALL
METAL DRIP FLASHING -PAINTED TO MATCHFRAME
SHIM AS REQUIRED
SOLID GROUTEDHOLLOW METAL FRAME -PAINT PC-2
DOOR - SEE SCHEDULE
4"
1"
DOOR - SEE SCHEDULE
SHIM AS REQUIRED
FRAME ANCHORS -3 PER JAMB
SOLID GROUTEDHOLLOW METALFRAME - PAINT PC-2
SEALANT, TYP
COMPACTEDSOIL
16" DIA.CONCRETEFOOTING
4" DIA. STEEL PIPEPAINTED SAFETY YELLOW
FINISHEDSURFACE
RADIUS TOP OFCONCRETEFILLED PIPE
4' -
0"
3'-0"
MIN
.
REFER TO PLANFOR WALL TYPE
6"
FIBERGLASS FACEDGYPSUM BOARD -PAINT PC-1
METAL COVE STRIP -ANNODIZED ALUMINUMFINISH
3/4" RADIUS COVE
RESINOUS FLOORINGWITH COVE BASE
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A2.50
Date: 06/17/2016
MISCELLANEOUS
DETAILS
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
SCALE: 3" = 1'-0"1
HEAD
SCALE: 3" = 1'-0"2
JAMB
SCALE: 3" = 1'-0"3
HEAD
SCALE: 3" = 1'-0"4
JAMB
SCALE: 1" = 1'-0"9
PARTITION DETAIL
SCALE: 1" = 1'-0"10
PARTITION DETAIL
SCALE: 3" = 1'-0"7
MASONRY/GYPSUM BOARD CONTROL JOINTSCALE: 1" = 1'-0"
11PARTITION DETAIL
SCALE: 1" = 1'-0"8
PARTITION DETAIL
SCALE: 3" = 1'-0"5
HEAD
SCALE: 3" = 1'-0"6
JAMB
SCALE: 3/4" = 1'-0"13
BOLLARD DETAIL
SCALE: 6" = 1'-0"12
COVE BASE DETAIL
REVISIONS
REV DATE DESCRIPTION
06/17/16
ENCLOSURE
158
CORRIDOR
001
QUARANTINE
002
STORAGE
028
MECHANICAL
027
ELEC/DATA
026
PREP
015
SURGERY
014
PREP
013
VESTIBULE
006
HOLD
012
HOLD
011
HOLD
010
HOLD
009HOLD - ABSL2
008
PROCEDURE
007
TOILET
005
TOILET
003
SHELL (PHASE 2)
016
FIRE RISER
004
6 3 145 2
A
B
C
D
E
F
-C-5
-C-5
-C-5
2
A7.00
3
A7.00
1
A7.00
-C-5 2
34
TYP.
1 TYP.
5 TYP.
6
4
A7.00
9' - 0"C-4
9' - 0"C-4
EQ
6' -
0"
EQ
EQ
EQ
1' -
0"
EQ 9' - 0" EQ
TYP.2' - 0" 1' - 0"
EQ EQ
EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ
1' -
0"
EQ
6' -
0"
EQ 8
" T
YP
.
EQ EQ
1' - 0" 8"
EQ
EQ
EQ 8' - 0" EQ
8"
EQ 8' - 0" EQ
8"
EQ EQ
EQ 9' - 0" EQ
1' - 0"TYP.2' - 0"
EQ EQ
EQ EQ
1' - 6"
EQ EQ
1' - 6"
EQ
EQ
1' -
6"
EQ
EQ
1' -
0"
1' -
6"
EQ
EQ
2' -
6"
EQ
6' -
0"
EQ
EQ EQ EQ EQ EQ EQ
EQ
3' -
0"
3' -
0"
EQ
1' -
0"
EQ
3' -
0"
3' -
0"
EQ
EQ 6' - 0" EQ
1' -
0"
EQ
EQ
EQ EQ
EQ
3' -
0"
3' -
0"
EQ
EQ
EQ
1' -
0"
3' - 0"
3' - 0" 3' - 2"
1 TYP.
EQ
EQ
8
10
11
9' - 0"C-3
9' - 0"C-1
9' - 0"C-1
9' - 0"C-1
9' - 0"C-1
9' - 0"C-1
MECHANICAL
157
STORAGE
153
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
12 TYP.
13
5
A7.00
1' -
0"
14
1 TYP.
3
315
EXTERIOR ENCLOSURE
158
CORRIDOR
001
QUARANTINE
002
STORAGE
028
PREP
015
SURGERY
014
PREP
013
VESTIBULE
006
HOLD
012
HOLD
011
HOLD
010
HOLD
009
HOLD
008
PROCEDURE
007
TOILET
005
VESTIBULE
016
HOLD
017
PROCEDURE
018
BEHAVIOR
019
BEHAVIOR
020
BEHAVIOR
021
BEHAVIOR
022
HOLD
023
HOLD
024
CLEAN STORAGE
025
6 3 145 2
A
B
C
D
E
F
TOILET
003
FIRE RISER
004
MECHANICAL
027
ELEC/DATA
026
5 TYP.1 TYP.
9' - 0"C-4
EQ
6' -
0"
EQ
EQ
6' -
0"
EQ
EQ
EQ
EQ 3' - 0" 3' - 0" EQEQ 8' - 0" EQ
TYP.2' - 0"
1' - 0"
EQ EQ
8" TYP. 1' - 0"
EQ EQEQ EQ
1' - 6"1' - 6"
EQ EQ
1' - 6"
EQ EQ
1' - 6"
EQ EQ
1' - 0" 8"
EQ 8' - 0" EQ
TYP.2' - 0"
1' - 0"
1' -
0"
1' -
0"
7TYP.
EQ
EQ
EQ
EQ
9
TYP.OF 4
MECHANICAL
157
STORAGE
153
RR.
152
LAB.
171
LAB.
172
CORRIDOR
100M
12 TYP.
13
7 TYP.
GYPSUM BOARD CEILING
1' x 4' TROFFER LIGHT
2' x 2' TROFFER LIGHT
2' x 4' TROFFER LIGHT
SAFETY SHOWER HEAD
MECHANICAL SUPPLYDIFFUSER
MECHANICAL EXHAUSTREGISTER
MECHANICAL THIMBLEEXHAUST CONNECTION
SURGERY LIGHT
CEILING TILE(C-4), REFER TO 6/A3.10
1' x 4' SURFACE MOUNTEDLIGHT W/ LENS
4'-0" UNISTRUT
KEYPLAN
KEYNOTES
GENERAL NOTES
LEGEND
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A3.01
Date: 06/17/2016
PHASED REFLECTED
CEILING PLANS
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
NORTH
NORTH
SCALE: 1/8" = 1'-0"1
REFLECTED CEILING PLAN - PHASE 1
SCALE: 1/8" = 1'-0"2
REFLECTED CEILING PLAN - PHASE 2
WHITE HALL
NEWVIVARIUM
1 REFER TO MATERIAL SCHEDULE FORCEILING COLOR AND FINISH.
2 CEILING HEIGHTS ARE BASED ON FINISHFLOOR ELEVATIONS.
3 MAINTAIN MINIMUM 6" CLEAR BETWEENLIGHT FIXTURES, DIFFUSERS, ETC.
4 CEILINGS ARE TYPE C-2, WITH A HEIGHTOF 9'-0", U.N.O.
5 PROVIDE ACOUSTICAL SEALANT AT ALLPENETRATIONS THROUGH ACOUSTICALPARTITIONS AND CEILINGS.
6 PROVIDE FIRESTOP SEALANT AT ALLPENETRATIONS THROUGH RATEDWALLS AND CEILINGS.
7 ALL CEILING EQUIPMENT/DIFFUSERS TOBE AT LEAST 6" FROM WALLS.
1 LIGHT FIXTURE - REFER TO ELECTRICALDRAWINGS
2 ROOF HATCH - REFER TO ROOF PLAN
3 ROOF DRAIN - REFER TO ROOF PLANAND PLUMBING DRAWINGS
4 STRUCTURE - REFER TO STRUCTURALDRAWINGS
5 SUPPLY/EXHAUST REGISTER - REFERTO MECHANICAL DRAWINGS
6 SHADE CANOPY - REFER TOSTRUCTURAL DRAWINGS ANDSECTIONS
7 4'-0" UNISTRUT - REFER TO DETAIL9/A3.10
8 CEILING MOUNTED SECURITY CAMERA -COLOR TO MATCH ADJACENT FINISH -REFER TO ELECTRICAL DRAWINGS
9 OFOI CAMERA - REFER TO DETAIL10/A3.10 - PROVIDE BLOCKING
10 CONDUIT - RUN TIGHT TO BOTTOM OFBEAMS, SUPPORT HANGERS FROMBEAMS AT CANOPY - REFER TOELECTRICAL DRAWINGS
11 HYDRONIC PIPING - RUN TIGHT TOBOTTOM OF BEAMS, SUPPORTHANGERS FROM BEAMS AT CANOPY -REFER TO MECHANICAL DRAWINGS
12 EXIT SIGN - REFER TO ELECTRICALDRAWINGS
13 FUME HOOD, CFCI
14 DUCTWORK - REFER TO MECHANICALDRAWINGS
15 PLASTER SOFFIT, PAINT PC-3 - REFERTO DETAIL 11/A3.10
REVISIONS
REV DATE DESCRIPTION
06/17/16
NOTE:1. SUSPENDED CEILING SYSTEM SHALLCOMPLY W/ IBC 2012 803.9 AND CISCAPER ASCE 7-05 SECTION 13.5.6.2.1.
2. PROVIDE UNIVERSAL HOLD DOWNCLIPS PER MANUFACTURER
COMPRESSION STRUT FASTENED TOTHE STRUCTURE ABOVE WHEREREQUIRED IN ROOMS 1000 S.F. ORGREATER.
NOTE: THESE HORIZONTAL RESTRAINTPOINTS @ 12'-0" MAX O.C. IN BOTHDIRECTIONS AND @ 6'-0" MAX FROM EACHWALL
LIGHTING FIXTURE
12 GA. BRACING WIRE @ 45 DEGREESVERTICALLY @ 2" MAX DISTANCE FROMSTRUT, TYP. OF 4
12 GA. HANGER WIRE TYP.
CROSS RUNNERS TEE
MAIN RUNNER TEE
6' MAX FROM WALL 6' MAX FROM WALL
CEILING HEIGHT
REFER TO RCP
2 LAYERS OF 5/8"FIBERGLASS FACED GYPSUMBOARD
1" GYPSUM LINER PANEL
6" CH STUD @ 24" O.C.
6" TRACK AT PERIMETER,FASTENED TO CEILING
6" SOUND INSULATION
EXTERIOR CMU - REFER TOELEVATIONS
1-3/8" RESILIENT SOUNDISOLATION CLIPS
STC RATING: 62
REFER TO PLANFOR WALL TYPE
ACOUSTICAL SEALANT
CEILING HEIGHT
REFER TO RCP
3/4" FIBERGLASS FACEDGYPSUM BOARD
1" GYPSUM LINER PANEL
4" CH STUD @ 24" O.C.
4" TRACK AT PERIMETER,FASTENED TO CMU
3" SOUND INSULATION
EXTERIOR CMU - REFER TOELEVATIONS
REFER TO PLANFOR WALL TYPE
CEILING HEIGHT
REFER TO RCP
2 LAYERS OF 5/8"FIBERGLASS FACED GYPSUMBOARD
1" GYPSUM LINER PANEL
6" X 20 GAUGE CH STUD @24" O.C.
6" SOUND INSULATION
1-3/8" RESILIENT SOUNDISOLATION CLIPS
STC RATING: 62
UNISTRUT - REFER TO RCPFOR LENGTH AND LOCATION -PAINT PC-2, AFIX "MAX.WEIGHT: 100 POUNDS"STICKER TO EACH RUN
3/8" THREADED RODSUPPORT WITH NUT ANDWASHER AT EACH END - 24"O.C. AND MAX. 4" FROM ENDS
NOTE:SUSPENDED CEILING SYSTEM SHALLCOMPLY W/ IBC 2012 803.9 AND CISCAPER ASCE 7-05 SECTION 13.5.6.2.1.
COMPRESSION STRUT FASTENED TOTHE STRUCTURE ABOVE WHEREREQUIRED IN ROOMS 1000 S.F. ORGREATER.
NOTE: THESE HORIZONTAL RESTRAINTPOINTS @ 12'-0" MAX O.C. IN BOTHDIRECTIONS AND @ 6'-0" MAX FROM EACHWALL
12 GA. HANGER WIRE TYP.
8" MAX TYP
12 GA. BRACING WIRE @ 45 DEGREESVERTICALLY @ 2" MAX DISTANCE FROMSTRUT, TYP. OF 4
5/8" FIBERGLASS FACED GYPSUM BOARD
SOFFIT HEIGHT
REFER TO RCP
3/4" REVEAL TRIM AT SOFFITPERIMETER - PAINT TOMATCH ADJACENT CEILING
5/8" EXTERIOR SHEATHING
PLASTER BASECOAT ANDFINISH - PAINT PC-3
8 x 8 x 16 CMU WALL
REFER TO PLANFOR WALL TYPE
6" FOIL FACED THERMALINSULATION
METAL STUD FRAMING
WALL BEYOND
CEILING HEIGHT
REFER TO RCP
2 LAYERS OF 5/8"FIBERGLASS FACED GYPSUMBOARD
1" GYPSUM LINER PANEL
6" CH STUD @ 24" O.C.
6" SOUND INSULATION
1-3/8" RESILIENT SOUNDISOLATION CLIPS
STC RATING: 62
20 GA. SHEET METALBACKING AT CEILINGMOUNTED EQUIPMENT
OFOI CAMERA
EMPTY J-BOX WITHCONDUIT/PULL STRINGDOWN TO WALL MOUNTED J-BOX - REFER TO ELECTRICALDRAWINGS
COVER PLATE (WHITE)
CEILING HEIGHT
REFER TO RCP
3/4" FIBERGLASS FACEDGYPSUM BOARD
1" GYPSUM LINER PANEL
4" CH STUD @ 24" O.C.
4" TRACK AT PERIMETER
3" SOUND INSULATION
REFER TO PLANFOR WALL TYPE
WALL ABOVE (WHEREOCCURS)
FIRESTOP SEALANT
CEILING HEIGHT
REFER TO RCP
2 LAYERS OF 5/8"FIBERGLASS FACED GYPSUMBOARD
1" GYPSUM LINER PANEL
6" CH STUD @ 24" O.C.
6" TRACK AT PERIMETER
6" SOUND INSULATION
1-3/8" RESILIENT SOUNDISOLATION CLIPS
STC RATING: 62
REFER TO PLANFOR WALL TYPE
ACOUSTICAL SEALANT
BRACING TO STRUCTURE -REFER TO PARTITION TYPES
1' -
0"
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A3.10
Date: 06/17/2016
CEILING DETAILS
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
SCALE: 1/2" = 1'-0"6
SUSPENDED ACOUSTIC CEILING TILE DETAIL
SCALE: 3" = 1'-0"3
GYPSUM BOARD CEILING DETAIL AT CMU
SCALE: 3" = 1'-0"4
2 HOUR RATED CEILING DETAIL AT CMU (U492)
SCALE: 3" = 1'-0"9
CEILING MOUNTED UNISTRUTSCALE: 1/2" = 1'-0"
5SUSPENDED GYPSUM BOARD CEILING DETAIL
SCALE: 3" = 1'-0"11
EXTERIOR SOFFIT DETAIL
SCALE: 3" = 1'-0"10
CEILING MOUNTED CAMERAS
REVISIONS
REV DATE DESCRIPTION
SCALE: 3" = 1'-0"8
2 HOUR RATED CEILING DETAIL AT INTERIORWALL(U492)
SCALE: 3" = 1'-0"7
GYPSUM BOARD CEILING DETAIL AT INTERIORWALL
06/17/16
6 3 145 2
A
B
C
D
E
F
2
A7.00
3
A7.00
1
A7.00
RIDGE
1/2
" / 12"
1/2
" / 12"
1
1
2
3
5
4
A4.10
13TYP
6
4
A7.00
6
A4.10
1/2
" / 12"
5
A7.00
STRUCTURAL DRAWINGS
14' - 7 1/2" +/- VERIFYW/ MECHANICAL AND
7
7
7
8
8
8
8' -
3 1
/2"
7
MIN
. P
AR
AP
ET
HE
IGH
T =
4'-0"
TYP.
KEYPLAN
KEYNOTES
GENERAL NOTES
Sheet Title
Sheet No:
P L E A S E R E C Y C L E
Project
Owner
THESE DRAWINGS AND SPECIFICATIONS ARETHE PROPERTY OF TATE SNYDER KIMSEY
ARCHTECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE
ARCHITECTS WRITTEN CONSENT. ASINSTRUMENTS OF SERVICE, THESE
DOCUMENTS ARE NOT FINAL AND READY FORUSE, AND THEREFORE NOT VALID, UNLESS
THEY ARE SEALED, SIGNED AND DATED.
Consultant
303 South Water Street,Suite 230
Henderson, NV 89015phone: 702.456.3000
fax: 702.898.6209www.tska.com
4505 SOUTH
MARYLAND PARKWAY
LAS VEGAS, NV 89154
A4.01
Date: 06/17/2016
ROOF PLAN
PERMIT SET
Job No: 15-061
UNLV VIVARIUM
UNIVERSITY OF
NEVADA, LAS VEGAS
Copyright, Ltd 2016
NORTH
SCALE: 1/8" = 1'-0"1
ROOF PLAN
1 NO WORK, INCLUDING STAGING ORACCESS TO OTHER PORTIONS OF THEWORK, SHALL BE PERMITTED ON THEFINISHED MEMBRANE.
2 ALL ROOFING WORK SHALL COMMENCEAT THE FURTHEST POINT FROMWORKER ACCESS AND PROGRESSBACK TOWARD THE ACCESS POINT.
3 IF STAGING, ACCESS, OR WORK ISREQUIRED ON THE FINISHEDMEMBRANE, THE CONTRACTOR SHALLPROVIDE PROTECION ALONG THEACCESS PATHS UNDER THE WORK,EXTENDING 48" BEYOND THE REQUIREDWORK AREA. PROTECTION SHALLCONSIST OF 3/4" PLYWOOD OVERHEAVY CANVAS TARP, WITH SAND BAGBALLASTS AS REQUIRED TO PREVENTTHE PLYWOOD FROM BECOMMINGAIRBORN DURING STRONG WINDS.
4 NO WALK PADS ON SEAMS - CUT ANDLEAVE 2" CLEAR ON EACH SIDE OFSEAM.
5 NO PENETRATIONS IN FLOW LINES.
6 ALL ROOFTOP ACCESSORIES SHALL BEPAINTED PC-3. ROOFTOP MECHANICALEQUIPMENT SHALL BE PREFINISHED INFACTORY.
7 THERE ARE TO BE NO FLAT SPOTS ONTHE ROOF. ALL AREAS SHALL SLOPE TODRAIN.
8 SHADING INDICATES ROOF SLOPE ISACHIEVED BY TAPERED INSULATION.
9 REFER TO DETAIL 1/A4.10 FOR ROOFTYPE CONSTRUCTION.
1 ROOF DRAIN - REFER TO 9/A4.10 ANDPLUMBING DRAWINGS
2 ROOF ACCESS HATCH
3 ROOF PENETRATION - REFER TOPLUMBING DRAWINGS
4 WALKING PADS, FULLY ADHERED - DONOT INSTALL OVER WELDED SEAMS
5 MECHANICAL UNIT - REFER TOMECHANICAL DRAWINGS
6 CORRUGATED METAL SHADE CANOPY -REFER TO STRUCTURAL DRAWINGSAND SECTIONS
7 CRICKET AS REQUIRED FOR POSITIVEFLOW (1/2" PER 1'-0")
8 SECURITY CAMERA - REFER TOELECTRICAL DRAWINGS - HOUSINGCOLOR TO MATCH ADJACENT FINISH
REVISIONS
REV DATE DESCRIPTION
06/17/16