THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY … · 2019-12-21 · 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

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

112A

A A

12

A

NEW ACCESSIBLEROUTE

EXISTING ACCESSIBLEROUTE

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

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

12 FIRE DEPARTMENT CONNECTION -REFER TO CIVIL DRAWINGS

1 REFER TO CIVIL, LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS FORADDITIONAL WORK NOT SHOWN ONTHIS DRAWING.

REVISIONS

REV DATE DESCRIPTION

A 08/05/16 ADDENDUM A

A

EXISTING ACCESSIBLEROUTES ESTABLISHEDBY THE UNIVERSITYINDICATED.

A

A

FEC

FE

C

FEC

FEC

FE

C

FEC

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

A

17

A

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

5' - 0" CLR., TYP.

4' -

8"

CLR

., T

YP

. CLR., TYP.

2' - 6"

CLR

., T

YP

.

4' -

0"

A

A

A

A

ALUMINUM CRASH RAIL

1 HR FIRE BARRIER

FIRE EXTINGUISHER

2 HR FIRE BARRIER

NON-RATED PARTITION

CMU WALL

A

KEYPLAN

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




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 WITHSIGNAGE - REFER TO PLUMBINGDRAWINGS. MOUNT SIGN PER 4/G1.01

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



A

A

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


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



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:


Project

Owner






Consultant




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




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









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



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 09 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










1 VERIFY ALL FRAME AND OPENINGDIMENSIONS PRIOR TO FABRICATION.

REVISIONS



#GLASS TYPE, REFER TOSPECIFICATIONS

A

A

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


1 LAYER OF 5/8"FIBERGLASS FACEDGYPSUM BOARD EACH SIDE

DEEP LEG TRACK

UL NO. U425 1 HOUR RATED PARTITIONUL NO. CJ-D-0004 HEAD OF WALL

ELASTOMERIC SPRAY APPLIED SEALANT,BOTH SIDES - EXTEND UP OVERTHERMAFIBER AND UP INTO FLUTES

A

PLAN VIEW

SECTION VIEW


G1



WALL TYPE, SEE PLAN OR SECTIONS

WALL TYPE, SEE PLAN OR SECTIONS



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



METAL STUD BRACES @ 4'-0" O.C.(STAGGERED), ATTACHED TO STRUCTURE -SIZE AND GAUGE TO MATCH PARTITION

CLIP ANGLE

TOP TRACK


1 LAYER OF 5/8" FIBERGLASS FACEDGYPSUM BOARD EACH SIDE





C2



6" SOUND INSULATION

6" SOUND INSULATION

ACOUSTICAL PARTITION

3 5/8" X 20 GAUGE METAL STUDS @24" O.C.


E6



FOR FLOOR FINISH AND BASE SEEROOM FINISH SCHEDULE


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



CLIP ANGLE

PLAN VIEW

SECTION VIEW

PLAN VIEW

SECTION VIEW




CLIP ANGLE

TOP TRACK







C3


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




2 LAYERS OF 5/8" TYPE 'X' GYPSUM BOARDEACH SIDE





F2


2 LAYERS OF 5/8" TYPE 'X' GYPSUM BOARDEACH 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

A

A



TOP TRACK


B2


DEEP LEG TRACK

PLAN VIEW

SECTION VIEW







KEYNOTES

GENERAL NOTES

Sheet Title

Sheet No:


Project

Owner






Consultant




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



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

A

A

A

A

4

A

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



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 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

8"

8"

ACCESSIBLEROUTE APPROX. 1/4" TALL BRAILLE

1/4" OFF BORDER


8"

8"

BIOHAZARDAPPROX. 1/4" TALL BRAILLE1/4" OFF BORDER


KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




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 - - 3/5

001B 001 CORRIDOR - - 3

002 002 QUARANTINE 126 - 1/6

003 003 TOILET 125 MEN 4

004 004 FIRE RISER - - - REFER TO PLAN

005 005 TOILET 124 WOMEN 4

006 006 VESTIBULE 119 VESTIBULE 2/3

007 007 PROCEDURE 123 PROCEDURE 2/6

008 008 HOLD 122 - 1/6

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 2/3

017 017 HOLD 113 - 1

018 018 PROCEDURE 112 PROCEDURE 2/6

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

4 CODE REQUIRED (NFPA 704) SIGNAGEFOR OXYGEN/CARBON DIOXIDESTORAGE

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



SCALE: 3" = 1'-0"5

SIGN TYPE 5

SCALE: 3" = 1'-0"6

SIGN TYPE 6

A

A

A

A

A

A

A

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


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


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

MIN

.1/2

"

A

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


MIN.1/2"

A

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


CORNER GUARD CG-1

1 3/8" x 20GA SOUNDISOLATION CLIP

ALIGN

GYPSUM BOARD CONTROLJOINT

3

B



CONCRETE MASONRY UNIT -REFER TO ELEVATIONS




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





1-3/8" x 20GA RESILIENTSOUND ISOLATION CLIP

CONCRETE MASONRYUNIT - REFER TOELEVATIONS

2

E

DOOR - REFER TO PLAN ANDDOOR SCHEDULE

(2) HOUR RATED CONCRETEMASONRY UNIT WALL -REFER TO ELEVATIONS

CORNER GUARD CG-1


(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

A

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

.


6"

FIBERGLASS FACEDGYPSUM BOARD -PAINT PC-1

METAL COVE STRIP -ANNODIZED ALUMINUMFINISH

3/4" RADIUS COVE

RESINOUS FLOORINGWITH COVE BASE

TYP.

1' - 0"

3' -

0"

6"

NON-FLAMMABLE GASCYLINDERS, TYP. - OFOI

P1000H3 UNISTRUTFASTENED TO WALL,TYP. - PROVIDEBACKING

COVE BASE - REFERTO DETAIL 12/A2.50

A

STEEL CHAIN FORCYLINDER RESTRAINT

Sheet Title

Sheet No:


Project

Owner






Consultant




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



SCALE: 1" = 1'-0"14

GAS CYLINDER RESTRAINTS

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

A

A

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



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:


Project

Owner






Consultant




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



NOTE:1. SUSPENDED CEILING SYSTEM SHALLCOMPLY W/ IBC 2012 803.9 AND IBC 2012808 PER ASCE 7-10

2. PROVIDE UNIVERSAL HOLD DOWN CLIPSPER 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


ACOUSTICAL SEALANT

CEILING HEIGHT

REFER TO RCP

3/4" TYPE 'X' GYPSUM BOARD


4" CH STUD @ 24" O.C.

4" TRACK AT PERIMETER,FASTENED TO CMU

3" SOUND INSULATION

EXTERIOR CMU - REFER TOELEVATIONS


A

CEILING HEIGHT

REFER TO RCP



6" X 20 GAUGE CH STUD @24" O.C.

6" SOUND INSULATION


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 IBC 2012808 PER ASCE 7-10

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


6" FOIL FACED THERMALINSULATION

METAL STUD FRAMING

WALL BEYOND

CEILING HEIGHT

REFER TO RCP



6" CH STUD @ 24" O.C.

6" SOUND INSULATION


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" TYPE 'X' GYPSUM BOARD


4" CH STUD @ 24" O.C.

4" TRACK AT PERIMETER

3" SOUND INSULATION


WALL ABOVE (WHEREOCCURS)

FIRESTOP SEALANT

A

CEILING HEIGHT

REFER TO RCP



6" CH STUD @ 24" O.C.

6" TRACK AT PERIMETER

6" SOUND INSULATION


STC RATING: 62


ACOUSTICAL SEALANT

BRACING TO STRUCTURE -REFER TO PARTITION TYPES

1' -

0"

Sheet Title

Sheet No:


Project

Owner






Consultant




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



SCALE: 3" = 1'-0"8

2 HOUR RATED CEILING DETAIL AT INTERIORWALL(U492)

SCALE: 3" = 1'-0"7

GYPSUM BOARD CEILING DETAIL AT INTERIORWALL

A

A

LEVEL 1

100' - 0"3 TYP. 272 126 TYP.27 28 TYP.

48"

MA

X.

TYP.

1' -

6"

1 26 27

28

OPEN

3 TYP. 26 TYP.27

28

A

LEVEL 1

100' - 0"

OPEN OPEN

3 TYP.4262730 TYP. 31

OPEN

3123 TYP.26 TYP.27

2829 29

1' -

6"

A

OPEN

3 2627 1 26

28

27

LEVEL 1

100' - 0"2 2627

28 TYP.

1' -

6"

LEVEL 1

100' - 0"

6

27

72"

TY

P.

6 24

27

6

27

6

27

LEVEL 1

100' - 0"1 TYP.2 26 TYP.2728

1' -

6"

A A

2627

2928

A

LEVEL 1

100' - 0"71 TYP.428 26 TYP.

3' - 0"

27 28 TYP.

2929

1' -

6"

TA-10

7 27

ACC.

TA-9

TA-5

TA-8

TA-6

TA-7

TA-3

27

TA-1

TA-2 TA-4

TA-8

TA-7

TA-6

TA-3

27

TA-1

TA-1 SANITARY NAPKIN RECEPTACLE

SYMBOL DESCRIPTION

BOBRICK

MANUFACTURER

B-270

MFR. NO.

2'-0" A.F.F.

MOUNTINGHEIGHT

TOILET ACCESSORIES SCHEDULE

TA-2

TA-3 TOILET TISSUE ROLL DISPENSER BOBRICK B-2888 2'-0" A.F.F.

TA-4 PAPER TOWEL DISPENSER/WASTE RECEPTACLE

BOBRICK3'-6" A.F.F.

TA-5 LIQUID SOAP DISPENSER BOBRICK 3'-10" A.F.F.

TA-6

TA-7

36" 1-1/2" DIA. S.S. GRAB BARW/ CONCEALED MOUNTING

BOBRICK B-6806x36 2'-11" A.F.F.

TA-8

BOBRICK B-6806x42 2'-11" A.F.F.

TA-9

BOBRICK B6806x18 2'-11" A.F.F.

MIRROR W/ S.S. ANGLE FRAME BOBRICK B-165 24363'-4" A.F.F.



1. ALL ELEVATIONS ARE TO TOP OF UNIT (UNLESS NOTED OTHERWISE)

NOTES:

2. MOUNTING HEIGHTS PER SCHEDULE (UNLESS NOTED OTHERWISE ON INTERIOR ELEVATIONS)

TOILET SEAT COVER DISPENSER BOBRICK B-301 3'-6" A.F.F.

TA-10 MOP/BROOM HOLDER 5'-6" A.F.F.

B-38032

B-818615

TO OPERABLEPORTION OF UNIT

TO REFLECTIVESURFACE

SIGNAGE

RECEPTACLE

CARD READER

TA-5

TA-4TA-4

TA-3

TA-7

TA-8

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

A5.00

Date: 06/17/2016

INTERIOR

ELEVATIONS - PHASE

1

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 1/4" = 1'-0"1

CORRIDOR 001 - ASCALE: 1/4" = 1'-0"

2CORRIDOR 001 - B

SCALE: 1/4" = 1'-0"3

CORRIDOR 001 - CSCALE: 1/4" = 1'-0"

4CORRIDOR 001 - D

SCALE: 1/4" = 1'-0"5

CORRIDOR 001 - ESCALE: 1/4" = 1'-0"

6CORRIDOR 001 - F

SCALE: 1/4" = 1'-0"9

CORRIDOR 001 - JSCALE: 1/4" = 1'-0"

8CORRIDOR 001 - H

SCALE: 1/4" = 1'-0"7

CORRIDOR 001 - G

SCALE: 1/4" = 1'-0"10

QUARANTINE 002 - NORTHSCALE: 1/4" = 1'-0"

13QUARANTINE 002 - EAST

SCALE: 1/4" = 1'-0"12

QUARANTINE 002 - SOUTHSCALE: 1/4" = 1'-0"

11QUARANTINE 002 - WEST

SCALE: 1/4" = 1'-0"16

VESTIBULE 006 - NORTH

SCALE: 1/4" = 1'-0"21

VESTIBULE 006 - EASTSCALE: 1/4" = 1'-0"

20VESTIBULE 006 - SOUTH

SCALE: 1/4" = 1'-0"17

VESTIBULE 006 - WEST

SCALE: 1/4" = 1'-0"14

TOILET 005 - NORTHSCALE: 1/4" = 1'-0"

15TOILET 005 - WEST

1 REFERENCE G1.00 FOR TYPICAL ADAFIXTURE ELEVATIONS.

2 "ACC." DENOTES FIXTURES THAT NEEDTO COMPLY WITH ADA STANDARDS.


4 ALL CASEWORK TO BE LOCKABLE.

1 CARD READER DEVICE

2 DUPLEX RECEPTACLE - REFER TOELECTRICAL DRAWINGS


4 FIRE EXTINGUISHER CABINET - MOUNTT.O. CABINET AT +48" A.F.F.

5 STAINLESS STEEL COUNTERTOP

6 QUAD RECEPTACLE - REFER TOELECTRICAL DRAWINGS


8 SAFETY SHOWER/EYE WASH WITHSIGNAGE - MOUNT PER MFRINSTRUCTIONS SO THAT HANDLES AREAT +48" A.F.F. - REFER TO PLUMBINGDRAWINGS

9 CHEMICAL FUME HOOD

10 LAB PEGBOARD, CFCI

11 ADJUSTABLE STAINLESS STEELSHELVING, CFCI

12 STAINLESS STEEL CASEWORK, CFCI -REFER TO CASEWORK DETAILS ANDSPECIFICATIONS

13 TELE/DATA RECEPTACLE - REFER TOELECTRICAL DRAWINGS


15 PREP SINK - REFER TO PLUMBINGDRAWINGS

16 SURGERY LIGHT - REFER TOELECTRICAL DRAWINGS

17 OXYGEN AND CARBON DIOXIDE BALLVALVES

18 OFOI CARBON DIOXIDE GAS CYLINDER

19 OFOI OXYGEN GAS CYLINDER

20 GAS CYLINDER RESTRAINTS, CFCI

21 GAS MANIFOLD, CFCI, REFER TOPLUMBING DRAWINGS

22 HOT AND COLD WATER HOSE BIB -REFER TO PLUMBING DRAWINGS

23 HOSE AND HOSE REEL, CFCI

24 CONTROL JOINT - REFER TO DETAIL7/A2.50

25 COUNTER SUPPORT BRACKET - PAINTTO MATCH ADJACENT WALL

26 ALUMINIUM CRASH RAIL CR-1 - MOUNTAT 3'-0" A.F.F. - REFER TO MATERIALSCHEDULE

27 6" INTEGRAL RESINOUS COVE BASE -REFER TO MATERIAL SCHEDULE

28 INTERIOR SIGNAGE, REFER TO SIGNAGEPLAN


30 ELECTRICAL PANEL - REFER TOELECTRICAL DRAWINGS

31 LIGHTING AND MECHANICAL CONTROLTABLETS - COORDINATE WITHELECTRICAL AND MECHANICALDRAWINGS

32 STAINLESS STEEL FILLER PANEL, ASREQUIRED

REVISIONS



SCALE: 1/4" = 1'-0"18

TOILET 005 - EASTSCALE: 1/4" = 1'-0"

19TOILET 003 - SOUTH

A

A

LEVEL 1

100' - 0"

9

5

24

25

27

2' - 7"

2' -

10"

A

6 TYP.

11

27

48"

TY

P.

11TYP.

12

10

27

2' - 7"

5

2' -

10"

A

91011

17

13

2

O2 CO2

12TYP.

C

A5.04

B

A5.04

A

A5.04

B-1 B-2

25

T-1TYP. OF 2

C-1

27

7' - 0" 4' - 0 1/4"

5

LEVEL 1

100' - 0"

6

27

72"

TY

P.

6 13

1427

4' -

0"

14 27

6

27

LEVEL 1

100' - 0"

6 24

27

72"

TY

P.

6

27

6 13

27

4' -

0"

6

27

LEVEL 1

100' - 0"

6

27

72"

TY

P.

6

27

136

27

4' -

0"

6

27

LEVEL 1

100' - 0"

6 13

27

72"

TY

P.

4' -

0"

6

27

6

27

6 24

27

LEVEL 1

100' - 0"

6 TYP.13

27

72"

TY

P.

4' -

0"

6

27

6 TYP.

27

6

27

SIGNAGE

RECEPTACLE

CARD READER

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

A5.01

Date: 06/17/2016

INTERIOR

ELEVATIONS - PHASE

1

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 1/4" = 1'-0"1

PROCEDURE 007 - NORTHSCALE: 1/4" = 1'-0"

4PROCEDURE 007 - EAST

SCALE: 1/4" = 1'-0"3

PROCEDURE 007 - SOUTHSCALE: 1/4" = 1'-0"

2PROCEDURE 007 - WEST

SCALE: 1/4" = 1'-0"5

HOLD - ABSL2 008 - NORTHSCALE: 1/4" = 1'-0"

8HOLD - ABSL2 008 - EAST

SCALE: 1/4" = 1'-0"7

HOLD - ABSL2 008 - SOUTHSCALE: 1/4" = 1'-0"

6HOLD 008 - WEST

SCALE: 1/4" = 1'-0"9

HOLD 009 - NORTHSCALE: 1/4" = 1'-0"

12HOLD 009 - EAST

SCALE: 1/4" = 1'-0"11

HOLD 009 - SOUTHSCALE: 1/4" = 1'-0"

10HOLD 009 - WEST

SCALE: 1/4" = 1'-0"13


16HOLD 010 - EAST

SCALE: 1/4" = 1'-0"15


14HOLD 010 - WEST

SCALE: 1/4" = 1'-0"17


20HOLD 011 - EAST

SCALE: 1/4" = 1'-0"19


18HOLD 011 - WEST

SCALE: 1/4" = 1'-0"21


24HOLD 012 - EAST

SCALE: 1/4" = 1'-0"23


22HOLD 012 - WEST





































CASEWORK SCHEDULE

CAB.NO. W x H x D CAB. DESCRIPTION

B-1 27" x 33" x 30" 3 DRAWERS

B-2 27" x 33" x 30" 2 DR, 2 DRAWERS, 1 ADJ. SHELF


B-4 34" x 60" x 15" 2 DR, 3 ADJ. SHELVES


T-1 27" x 36" x 15" 2 DR W/ GLASS, 2 ADJ. SHELVES




COUNTERTOP SCHEDULE

CO.NO. CO. DESCRIPTION

C-1 31" STAINLESS STEEL


REVISIONS



A

A

LEVEL 1

100' - 0"12 TYP.227

48"

TY

P.

2' - 1"

2' -

10"

A15

2

12 TYP.

C

A5.04

T-2

B-3

C-2

27 12

2

15

28

27 12

B-4

T-3

32 BOTH SIDES

D

A5.04

LEVEL 1

100' - 0"12 2 27136TYP. 17

16

O2 CO2

48"

TY

P.

27 12227 12

T-3

B-4

TYP. OF 3

TYP. OF 3

T-4

B-5

D

A5.04

32 BOTH SIDES

LEVEL 1

100' - 0"

18 TYP.

21

2027

14

A2.50

A

19 TYP.20

21

274

14

A2.50

A

6 27 6 27

48"

TY

P.

SIGNAGE

RECEPTACLE

CARD READER

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

A5.02

Date: 06/17/2016

INTERIOR

ELEVATIONS - PHASE

1

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 1/4" = 1'-0"1

PREP 013 - NORTHSCALE: 1/4" = 1'-0"

4PREP 013 - EAST

SCALE: 1/4" = 1'-0"3

PREP 013 - SOUTHSCALE: 1/4" = 1'-0"

2PREP 013 - WEST

SCALE: 1/4" = 1'-0"5

SURGERY 014 - NORTHSCALE: 1/4" = 1'-0"

8SURGERY 014 - EAST

SCALE: 1/4" = 1'-0"7

SURGERY 014 - SOUTHSCALE: 1/4" = 1'-0"

6SURGERY 014 - WEST

SCALE: 1/4" = 1'-0"9

STORAGE 028 - NORTHSCALE: 1/4" = 1'-0"

12STORAGE 028 - EAST

SCALE: 1/4" = 1'-0"11

STORAGE 028 - SOUTHSCALE: 1/4" = 1'-0"

10STORAGE 028 - WEST





































CASEWORK SCHEDULE


B-1 27" x 33" x 30" 3 DRAWERS









COUNTERTOP SCHEDULE




REVISIONS



A

A

LEVEL 1

100' - 0"2 TYP.1 TYP.73

3' - 0"

27

28 TYP.

1' -

6"

26 TYP.

A A

A

2627

29 28

A

LEVEL 1

100' - 0"1 TYP.482 26 TYP.27

28 TYP.

1' -

6"

AA

TA-10

7327

LEVEL 1

100' - 0"

6 TYP.

72"

TY

P.

27

6

27

136

27

4' -

0"

6

27

LEVEL 1

100' - 0"

5

9

25

27

2' - 7"

2' -

10"

A

6 TYP.

11

48"

TY

P.

27

11TYP. 10

1227

2' - 7"

2' -

10"

A

91011

17

13

2

O2 CO2

12TYP.

C

A5.04

A

A5.04

B-1 B-1

T-1TYP. OF 2

25

C-1

27

7' - 0" 4' - 0 1/4"

B

A5.04

5

LEVEL 1

100' - 0"6 27

18"

TY

P.

6

24 AT BEHAVIOR 020

27 6 1327 222327

LEVEL 1

100' - 0"13627

18"

TY

P.

222327 627 6 27

SIGNAGE

RECEPTACLE

CARD READER

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

A5.03

Date: 06/17/2016

INTERIOR

ELEVATIONS - PHASE

2

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 1/4" = 1'-0"1

VESTIBULE 016 - NORTH

SCALE: 1/4" = 1'-0"4

VESTIBULE 016 - EASTSCALE: 1/4" = 1'-0"

3VESTIBULE 016 - SOUTH

SCALE: 1/4" = 1'-0"2

VESTIBULE 016 - WEST

SCALE: 1/4" = 1'-0"5


8HOLD 017 - EAST

SCALE: 1/4" = 1'-0"7


6HOLD 017 - WEST

SCALE: 1/4" = 1'-0"9

PROCEDURE 018 - NORTHSCALE: 1/4" = 1'-0"

12PROCEDURE 018 - EAST

SCALE: 1/4" = 1'-0"11

PROCEDURE 018 - SOUTHSCALE: 1/4" = 1'-0"

10PROCEDURE 018 - WEST

SCALE: 1/4" = 1'-0"13

BEHAVIOR 019 - NORTHSCALE: 1/4" = 1'-0"

16BEHAVIOR 019 - EAST

SCALE: 1/4" = 1'-0"15

BEHAVIOR 019 - SOUTHSCALE: 1/4" = 1'-0"

14BEHAVIOR 019 - WEST

SCALE: 1/4" = 1'-0"17

BEHAVIOR 021 - NORTHSCALE: 1/4" = 1'-0"

20BEHAVIOR 021 - EAST

SCALE: 1/4" = 1'-0"19

BEHAVIOR 021 - SOUTHSCALE: 1/4" = 1'-0"

18BEHAVIOR 021 - WEST





































CASEWORK SCHEDULE


B-1 27" x 33" x 30" 3 DRAWERS









COUNTERTOP SCHEDULE




REVISIONS



A

A

LEVEL 1

100' - 0"

136

27

72"

TY

P.

4' -

0"

6

27

6 24

27

6

27

LEVEL 1

100' - 0"

136

27

72"

TY

P.

4' -

0"

6

27

624

27

6

27

LEVEL 1

100' - 0"6

48"

TY

P.

276 27 6 27 6 27

8" PULL, TYP.

STAINLESS STEELCOUNTERTOP AND

BACKSPLASH

STAINLESS STEELBASE CABINET WITH

DRAWERS

2' -

10"

6"

2' -

3"

1"

6"

1" 2' - 6"

2' -

4"

0' -

6"

0' -

6"

STAINLESS STEELFRONT

STAINLESS STEELCLOSURE PANEL

9"

STAINLESS STEELCOUNTER TOP ANDBACKSPLASH

2' -

10"

2' - 6" 1"

8"

ADJUSTABLESHELVES

8" PULL,TYP.

8" PULL, TYP.

STAINLESS STEELCOUNTERTOP AND

BACKSPLASH

STAINLESS STEEL BASECABINET WITH DRAWERS

AND ADJUSTABLESHELVES

STAINLESS STEELDOOR, WITH GLASS

INSERT, SEE ELEVATIONS

3"

FR

AM

E, T

YP

.

1' - 3"

2' -

10"

2' -

2"

3' -

0"

6"

2' -

3"

1"

6"

1"

INTERIOR ELEVATIONS

VARIES - REFER TO

ADJUSTABLESHELVES, TYP.

8" PULL, TYP.

STAINLESS STEELDOOR, WITH GLASS

INSERT, SEE ELEVATIONS

STAINLESS STEELDOOR

3"

FR

AM

E, T

YP

.

1' - 3"

8' -

0"

6"

4' -

6"

3' -

0"

SIGNAGE

RECEPTACLE

CARD READER

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

A5.04

Date: 06/17/2016

INTERIOR

ELEVATIONS - PHASE

2

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 1/4" = 1'-0"1


4HOLD 023 - EAST

SCALE: 1/4" = 1'-0"3


2HOLD 023 - WEST

SCALE: 1/4" = 1'-0"5


8HOLD 024 - EAST

SCALE: 1/4" = 1'-0"7


6HOLD 024 - WEST

SCALE: 1/4" = 1'-0"9

CLEAN STORAGE 024 - NORTHSCALE: 1/4" = 1'-0"

12CLEAN STORAGE 024 - EAST

SCALE: 1/4" = 1'-0"11

CLEAN STORAGE 024 - SOUTHSCALE: 1/4" = 1'-0"

10CLEAN STORAGE 024 - WEST





































SCALE: 1" = 1'-0"A

BASE CABINET DETAIL

SCALE: 1" = 1'-0"B

CASEWORK @ ACCESSIBLE SINK

SCALE: 1" = 1'-0"C

WALL / BASE CABINET DETAILSCALE: 1" = 1'-0"

DTALL CABINET DETAIL

REVISIONS



A

A

LEVEL 1

100' - 0"

6311

A7.00

4

A7.00

122' - 0"

T.O. PARAPET

2

8 TYP.

24' - 8"24' - 8"

110' - 0"

T.O. WALL

9

1

3

CMU

1

CMU

2

10

11 TYP.

12

6' -

0"

13

17

A

LEVEL 1

100' - 0"

ABDEF2

A7.00

3

A7.00

122' - 0"

T.O. PARAPET

129' - 5 1/2"+/-

T.O. MECHANICAL UNIT

T.O. MECHANICALUNIT EXHAUST

138' - 0 1/2"+/-

1 3

2

45 7

CMU

1

CMU

2

10 TYP.

108' - 8"

B.O. SOFFIT

11

110' - 0"

T.O. WALL

4' - 8" 10' - 0"

8 TYP.

12

5

A7.00

15

7' -

4"

6' -

0"

5' -

0"

16

LEVEL 1

100' - 0"

6 11

A7.00

4

A7.00

122' - 0"

T.O. PARPET

2

3

1

8TYP.

110' - 0"

T.O. WALL

CMU

1

CMU

2

12

6' -

0"

21' - 4" 22' - 0" 22' - 0"

11

14

13

LEVEL 1

100' - 0"

A F2

A7.00

3

A7.00

122' - 0"

T.O.PARAPET

3

1

8 TYP.

9

CMU

1

CMU

2

1111

14

20' - 8" 20' - 8"

6' -

0"

8' -

0"

+/-

LEVEL 1

100' - 0"

12

122' - 0"

T.O. PARAPET

2

3

6

108' - 8"

B.O. SOFFIT

CMU

2

CMU

1

5

LEVEL 1

100' - 0"

1 2

T.O. PARAPET

2

3

122' - 0"

108' - 8"

B.O. SOFFIT

CMU

2

CMU

1

15

CMU-1

CMU-2

KEYNOTES

GENERAL NOTES

LEGEND

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

A6.00

Date: 06/17/2016

BUILDING

ELEVATIONS

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 1/8" = 1'-0"1

NORTH ELEVATION

SCALE: 1/8" = 1'-0"4

EAST ELEVATION

SCALE: 1/8" = 1'-0"3

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"2

WEST ELEVATION

1 ALL EXPOSED MASONRY TO RECEIVEANTI-GRAFFITI COATING.

2 NO EXPOSED CONDUIT ON EXTERIORCMU WALLS.

SCALE: 1/8" = 1'-0"5

ENTRY - NORTH ELEVATION

SCALE: 1/8" = 1'-0"6

ENTRY - SOUTH ELEVATION

1 ROOFTOP MECHANICAL EQUIPMENT -REFER TO MECHANICAL DRAWINGS,PAINT PC-3

2 SHADE CANOPY- REFER TO PLANS ANDSECTIONS

3 METAL COPING - CP-1 - REFER TO WALLSECTIONS

4 HOSE BIB - CENTER IN BLOCK - REFERTO PLUMBING DRAWINGS

5 LIGHT FIXTURE - ALIGN TOP OF FIXTUREWITH TOP OF BLOCK - REFER TOELECTRICAL DRAWINGS


7 KNOX BOX 3200 SERIES, RECESSMOUNT WITH ALUMINUM FINISH

8 MASONRY CONTROL JOINT - REFER TODETAIL 7/A2.50 AND STRUCTURALDRAWINGS

9 ROOF AND ROOF OVERFLOW DRAINDAYLIGHT LOCATION - REFER TO PLANSAND PLUMBING DRAWINGS

10 DOOR - REFER TO DOOR SCHEDULE -PAINT DOOR AND FRAME PC-?

11 SECURITY CAMERA - MOUNT AT 15'-0"A.F.F., HOUSING COLOR TO MATCHADJACENT FINISH - REFER TOELECTRICAL DRAWINGS

12 SAFETY PLATFORM AND GUARDRAILSBY CONTRACTOR - REFER TOSPECIFICATIONS

13 EXISTING WHITE HALL - PROTECT INPLACE


15 CEILING MOUNTED SECURITY CAMERA -REFER TO RCP AND ELECTRICALDRAWINGS

16 RAISED CURB FOR CAGE WASH - REFERTO CIVIL AND PLUMBING DRAWINGS


REVISIONS



A

LEVEL 1

100' - 0"

ABCDEF

2

A7.00

3

A7.00

122' - 0"

1

2

3

6

10 8

3

TYP.

9 TYP.

TYP.

6

A7.00

78 SF

PREP

015

140 SF

SURGERY

014

78 SF

PREP

013

392 SF

CORRIDOR

001

83 SF

TOILET

005

392 SF

CORRIDOR

001

98 SF

ELEC/DATA

026

77 511

T.O. PARAPET

4

19TYP.

TYP.

22 TYP.

25

27

28

LEVEL 1

100' - 0"

6 3 145 2

1

A7.00

122' - 0"

2

1

33 512

13

4 TYP.

6

9

10TYP.

6

A7.00

SIM.

127 SF

STORAGE

028

97 SF

MECHANICAL

027

98 SF

ELEC/DATA

026

1718 SF

SHELL (PHASE 2)

016

T.O. PARAPET

19 TYP.

25

LEVEL 1

100' - 0"

6 345

1

A7.00

122' - 0"

110 TYP.

9 TYP.

5 33 4 TYP.

6

6

A7.00

SIM.

401 SF

VESTIBULE

006

392 SF

CORRIDOR

001

T.O. PARAPET

19 TYP.

22 TYP.

A A

LEVEL 1

100' - 0"

DE

B.O.D.

10

4

14

111' - 9 3/4"

7

A7.00

20

23

24

14

A4.10 15

A4.10

5

A7.00

27

4' - 0"

29

LEVEL 1

100' - 0"

F

122' - 0"

2

A4.10

1

6

15

3 16

17

5

4

18

T.O. PARAPET

26

LEVEL 1

100' - 0"

12

1

15

6

16

3

4

18

5

9

10

110' - 0"

T.O. WALL

122' - 0"

T.O. PARAPET

2

A4.10

14

20

21

16

108' - 8"

B.O. SOFFIT

11

A3.10

11

A3.10

SIM. OPP.

24

LEVEL 1

100' - 0"

124

A7.00

7

A7.00

1424

20

1' - 4"

10

4 TYP.

A

A

KEYNOTES

GENERAL NOTES

Sheet Title

Sheet No:


Project

Owner






Consultant




4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

A7.00

Date: 06/17/2016

BUILDING AND WALL

SECTIONS

PERMIT SET

Job No: 15-061

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

Copyright, Ltd 2016

SCALE: 1/8" = 1'-0"1

BUILDING SECTION - NORTH/SOUTH

SCALE: 1/8" = 1'-0"2

BUILDING SECTION - EAST/WEST

SCALE: 1/8" = 1'-0"3

BUILDING SECTION - EAST/WEST

1 REFER TO STRUCTURAL DRAWINGSFOR FOOTING AND SLABREQUIREMENTS.

2 REFER TO SHEET A4.10 FOR ROOFDETAILS.

3 REFER TO FLOOR PLANS FOR WALLTYPES.

4 PAINT ALL EXPOSED INTERIOR ANDEXTERIOR STRUCTURAL STEEL - REFERTO FINISH SCHEDULE AND ELEVATIONS.

5 REFER TO FINISH SCHEDULE FORFLOOR, WALL, AND CEILING FINISHES.

6 REFER TO ELEVATIONS FOR CMUCOLOR/TEXTURE.

7 PROVIDE APPROPRIATE FIRE STOPPINGAT FIRE RATED PARTITIONS.

8 PENETRATIONS THROUGH WALLS WITHSOUND INSULATION SHALL BE SEALEDTIGHT WITH ACOUSTICAL INSULATIONAND SEALANT.

9 GRAY CMU IS ACCEPTABLE BELOWGRADE.

SCALE: 1/4" = 1'-0"4

CANOPY SECTION

1 VAPOR RETARDER DIRECTLY UNDERCONCRETE SLAB OVER 6" TYPE II OVERSTRUCTURAL SUBGRADE - REFER TOGEOTECH REPORT

2 MECHANICAL UNIT - REFER TOMECHANICAL DRAWINGS

3 CMU WALL - REFER TO PLANS

4 STRUCTURAL FRAMING, PAINT PC-4 \-REFER TO STRUCTURAL DRAWINGS

5 ROOF SYSTEM - REFER TO ROOF PLANAND DETAILS

6 CONCRETE SLAB ON GRADE - REFER TOSTRUCTURAL DRAWINGS

7 ROOF DRAIN - REFER TO ROOF PLANFOR LOCATION

8 STAINLESS STEEL CASEWORK - REFERTO PLANS

9 CEILING - REFER TO REFLECTEDCEILING PLANS

10 DOOR - REFER TO DOOR SCHEDULE

11 ROOF CURB - REFER TO DETAIL 12/A4.10

12 ROOF ACCESS HATCH - REFER TO ROOFPLANS

13 ROOF ACCESS LADDER - PROVIDEMETAL BACKING AS REQUIRED - REFERTO DETAIL 6/A4.10

14 METAL SHADE CANOPY - REFER TOSECTIONS

15 CONCRETE FOOTING - REFER TOSTRUCTURAL DRAWINGS

16 2" FURRING - REFER TO PLAN FORPARTITION TYPES

17 WALL BASE - REFER TO FINISHSCHEDULE

18 METAL ROOF DECK - REFER TOSTRUCTURAL DRAWINGS

19 DUCTWORK - REFER TO MECHANICALDRAWINGS

20 WALL MOUNTED EXTERIOR LIGHT -REFER TO ELECTRICAL DRAWINGS

21 CARD READER DEVICE - CENTER ONBLOCK

22 CABLE TRAY - REFER TO ELECTRICALDRAWINGS

23 ELECTRICAL CONDUIT - REFER TOELECTRICAL DRAWINGS

24 HYDRONIC PIPING - REFER TOMECHANICAL DRAWINGS

25 SAFETY PLATFORM AND GUARDRAILSBY CONTRACTOR - REFER TOSPECIFICATIONS

26 WATERPROOFING

27 SECURITY CAMERA - HOUSING TOMATCH COLOR OF ADJACENT FINISH -REFER TO ELECTRICAL DRAWINGS


29 RAISED CURB FOR CAGE WASH - REFERTO CIVIL AND PLUMBING DRAWINGS

SCALE: 1/2" = 1'-0"6

WALL SECTIONSCALE: 1/2" = 1'-0"

7WALL SECTION AT MAIN ENTRY

SCALE: 1/4" = 1'-0"5

CANOPY SECTION

REVISIONS



Structural Cover SheetUNLV VIVARIUM

4505 SOUTH MARYLAND PARKWAYLAS VEGAS, NV 89154

Abbreviations

A.B. or A. BoltANC.ADD.AGGR.ALT.AL.ACIAIAAISCAISIAPAASTMANSIAWS&LAPPROX.ARCH.ASPH.ASS'Y.AVG.

BPLBM.BRG.BTM.BD.B., BOTT. OR BOT.BLDG.BLKG.BOD

C.G.CLG.CEN.CLCCLR.COL.CONC.CONN.CONST.CONT.CONTR.CMUC.F.CTC.Y.

DET.DIAG.DIA.DIMS.DO2LD.F.DWG.

EA.EA. ENDELEC T.E.EL. or ELEV.ENGR.EOD of EO DECKE.N.EQ.EQUIP.EST.EXCAV.EXIST. or EXG.EXP. JT. or E.J.EXT.X-HVYX-STR

FAB.FFFSFT. or 'FIG.FIN.FLR.F.D.FTG.FDN., FND. or FOUND.FRMG.

GA.GALV.GEN.GLB.GR. or GRD.GRND.

H.D.HGT.HORIZ.

SIN. or "INCL.IDIF

JNT.KK.O.

LAM.lb.LGTH.LG.

Anchor BoltAnchorAdditionAggregateAlternateAluminumAmerican Concrete InstituteAmerican Institute of ArchitectsAmerican Institue of Steel ConstructionAmerican Iron and Steel InstituteAmerican Plywood AssociationAmerican Society for Testing and MaterialsAmerican National Standards InstituteAmerican Welding SocietyAndAngleApproximateArchitect or ArchitecturalAsphaltAssemblyAverage

Base PlateBeamBearingBentBending MomentBoardBottomBuildingBlockingBottom of Deck

Center of GravityCeilingCenterCenter LineChannelClearColumnConcreteConnectionConstructionContinuousContractorConcrete Masonry UnitsCubic FootColumn TileCubic Yard

DetailDiagonalDiameterDimensionsDittoDouble AngleDouglas FirDrawing

EachEach EndElectric or ElectricalEastElevation or ElevatorEngineerEdge of DeckEdge Nail (Nailing)EqualEquipmentEstimateExcavateExistingExpansion JointExteriorExtra HeavyExtra Strong

FabricationFar FaceFar SideFeet or FootFigureFinishFloorFloor DrainFootingFoundationFraming

Gage or GaugeGalvanizeGeneral (Notes)Glu Lam BeamGradeGround

Hold down (Simpson)HeightHorizontal

I BeamInchesInclude or IncludedInside DiameterInside Face

JointKip (1,000 lbs.)Knockout

LaminatedPoundLengthLong

LONGIT.L.H.E.LLBBLLHLLVLVL

M.B.MK.MET.MATL.MAX.MECH.MED.MEZZ.MIN.MIN.MISC.MIX.MULT.

NFNSNOM.NNTSNO. or #

OCOPNG.OPP.ORIG.ODO.S.B.OWSJ

PNLPERM.PERP.PC.PCFPEN.PLPLYWD.PNT.P-TP.T.P.P.PSFPSIPROJ.

QTR.

RAD. or R.REF.REINF.

REQ'D.REV.RF.RM.

SCHED.SECT.SHT.SHTG.SHT. MET.SIM. or SIML.SK.SSPECS.SQ.STD.STL.STIR.STK.STR.STRUCT.SYM. OR SYMM.S.FR.S.F.

TAN.THK.THRUTHRU-OUTTJITOL.T & GT & BTOTOC or TO CONC.TOF or TO FTG.TOM or TO MASONRYTOS or TO STL.TOW or TO WALLTOT.TRANSV.TYP.

UNUNO

V.I.F.VERT.VOL.

WT.WWWD.W.P.

YD.

LongitudinalLow Hydrogen ElectrodeLong Leg Back To BackLong Leg HorizontalLong Leg VerticalLaminated Veneer Lumber

Machine BoltMarkMetalMaterialMaximumMechanicalMediumMezzanineMinimumMinuteMiscellaneousMixtureMultiple

Near FaceNear SideNominalNorthNot to ScaleNumber

On CenterOpeningOppositeOriginalOutside DiameterOriented Strand BoardOpen Web Steel Joist

PanelPermanentPerpendicularPiecePounds Per Cubic FootPenetrationPlatePlywoodPointPost Tension, Post TensionedPressure TreatedPartial Pen.Pounds Per Square FootPounds Per Square InchProject

Quarter

RadiusReferenceReinforce, Reinforced,Reinforcement or ReinforcingRequiredRevise or RevisionRoofRoom

ScheduleSectionSheetSheathingSheet MetalSimilarSketchSouthSpecificationsSquareStandardSteelStirrupStockStraightStructuralSymmetricalStrut ForceSquare Foot

TangentThickThroughThroughoutTrus Joist MacMillan I JoistToleranceTongue & GrooveTop & BottomTop OfTop of ConcreteTop of FootingTop of MasonryTop of SteelTop of WallTotalTransverseTypical

Unless NotedUnless Noted Otherwise

Verify in the FieldVerticalVolume

WeightWestWide FlangeWoodWork Point

Yard

Slope Direction (down)

Span Direction

Miscellanious Elevation00'-0"

00'-0"

(00)

C=0"

#

AT or @

Floor or Steel Elevation

Number of HeadedShear Studs Required

Rigid Connection

Camber Up

Symbols for Concrete per ACI

Indicates Size of Deformed Bar.

Spacing Center to Center

Symbol Legend

Direction in Which Bars Extend

Limits of Area Covered ByBars or Post Tension

Welding per AWS

Structural Steel per AISC

Brace UP

Brace Down

Brace Frame

Masonry (CMU) Wall

Concrete Wall

Earth

New Construction

Existing Construction

S SStep in Foundation(Footing)

Change (Step) in Elevation

Slip Critical Connection

Number of Bolts per Row

Number of Rows

Revision

SC

1

SectionCut

ElevationReference

A

-

A

-

General Notes Sheet List

2 - 3

6345 South Jones Blvd. Suite 100 Las Vegas, Nevada 89118Phone (702)365-9312 Fax (702)365-9317 www.lochsa.com

Email - [email protected] LE Job Number - 152132

Quality Assurance for Seismic Resistance

Special inspection in accordance with the requirements of IBC section 1704,1705, and structural testing in accordance with the requirements of IBCsection 1705.12 shall be required for:

All seismic force resisting systems shown in elevation

Designated seismic force resisting systems denoted by SFRS on plan ordetail.

NOTE: Existing seismic force resisting systems denoted on plan or detail bySFRS shall require structural observation performed by

a qualified third party, inspection and testing agency in accordance withIBC section 1710.1, any deficiencies or discrepancies from that shown on thestructural drawings shall be reported to the engineer of record.

The type and frequency of special inspection, structural testing andsubsequent reporting conforming to the requirements of IBC section 1704 and1705 shall be submitted by the inspection and testing agencies to thearchitect/structural engineer for approval.

Structural observations and subsequent reporting of general conformance tothe structural drawings shall be performed periodically by the engineer inresponsible charge at his/her discretion or when specifically required by thebuilding official.

Quality Assurance for General Construction

Testing Laboratory: Retained by owner and satisfactory to Architect/StructuralEngineer and governing code authority to perform required tests andinspections of this contract and applicable code.

Material Certification: Submit laboratory test reports certifying materials are ofidentifiable tested stock to owner, testing laboratory, Architect/StructuralEngineer and, upon request, to governing code authority. If laboratory testreports cannot be made available, testing laboratory will perform tests asdirected by Architect/Structural Engineer. Contractor shall pay testinglaboratory for costs related to tests and inspections of unidentifiable materialsor materials furnished without laboratory test reports, materials found deficientafter initial tests and inspections, or materials replacing deficient materials.

Special inspection in accordance with the requirements of IBC section 1704and 1705 shall be required for the following elements of general construction.

1. Concrete.

Testing laboratory will review concrete mix design data and will perform thefollowing concrete tests at frequency indicated in ACI section 5.6:(a) Slump tests in compliance with ASTM C143.(b) Prepare four test cylinders for compressive strength testing in

compliance with ASTM C39, ACI 318 and ACI section 5.6.Test one cylinder at 7 days, two cylinders at 28 days and retainremaining cylinder for tests until completion of project. Determineconcrete compressive strength at 28 days based on average oftwo cylinders tested.

(c) Special inspections and verifications shall be as required by this sectionand Table 1705.3. Refer to sheet S0.03.

2. Periodic inspection of bolts, embedded plates and post-installed mechanicalanchors (expansion anchors) installed in concrete.(a) Special inspections and verifications shall be as required by this section

and Table 1705.3. Refer to sheet S0.03.

3. Reinforcing and mechanical reinforcing bar splices:(a) During placement(b) Special inspections and verifications shall be as required by this section


4. Welding:(a) Shop welding unless performed on premises of an approved fabricator

as defined in IBC Section 1704.2.(b) Field welding including shear studs (when permitted)(c) Field welding of metal deck per appropriate ICC-ES valuation report.

(Periodic inspection permitted per IBC table 17045.2.2 item 2).(d) Welded guardrail(e) Light gauge steel(f) Special inspections and verifications shall be as required by this section

and Table 1705.2.2 and Structural Steel Table (Ref. IBC 1705.2.1, 1705.11.1 & 1705.12.2). Refer to sheet S0.03.

5. Periodic inspection of high strength bolting.

6. Structural masonry.(a) Special inspections and verifications shall be as required by this section

and Masonry Construction Table (Ref. IBC 1705.4). Refer to sheet S0.04.

7. Special cases:(a) Periodic inspection of epoxy and grout set bolts and reinforcing bars(b) Periodic inspection of built up light gauge steel members

8. Ten percent of drilled-in, epoxy, or grout set anchors shall be proof testedto 2 times allowable tension. Notify Architect/Structural Engineer of anyfailures so additional testing of adjacent anchors can be directed.

9. Structural steel.(a) Special inspections and verifications shall be as required by this section

and Structural Steel Table (Ref. IBC 1705.2.1, 1705.11.1 & 1705.12.2). Refer to sheet S0.03.

10. Spray applied fireproofing as indicated on architectural drawings. Thicknesstesting shall be performed on not less than 25 percent of the structuralmembers on each floor.

11. Insulating concrete per appropriate ICC-ES evaluation report as indicated onArchitectural/Structural drawings.

12. Excavation and back-filling.(a) Special inspections and verifications shall be as required by this section

and Table 1705.6. Refer to sheet S0.03.(b) Special inspections and verifications shall be as required by this section


Quality Assurance and Special Inspection

ZIELINSKI

JOHN R.

CIVIL/

EXP:

PROF

ES

SIO

NA

L

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No 0 12 8 9 8

STRUCTURAL

6-30-18

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ARCHITECTS AND MAY NOT BE REPRODUCEDOR USED FOR ANY PURPOSE WITHOUT THE

ARCHITECTS WRITTEN CONSENT, THESEINSTRUMENTS OF SERVICE, THESE



Copyright, Ltd 2016

Consultant

Project

Owner

Date:

Sheet No:

Sheet Title


4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

Job No: 15-061

6345 South Jones Blvd., Suite 100Las Vegas, Nevada 89118

Ph. (702) 365-9312 Fax (702) 365-9317email: [email protected]

LE JOB# 152132




8/5/16

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

PERMIT SET

STRUCTURAL COVER

SHEET AND

GENERAL NOTES

S0.01

06/17/2016

DWG# DRAWING TITLE DATE / REV

S0.01 STRUCTURAL COVER SHEET AND GENERAL NOTES 08-05-2016 A

S0.02 GENERAL NOTES 06-17-2016

S0.03 GENERAL NOTES 08-05-2016 A

S0.04 GENERAL NOTES 08-05-2016 A

S1.01 PHASED FOUNDATION PLANS 08-05-2016 A

S1.02 ROOF FRAMING PLAN 06-17-2016

S3.01 WALL ELEVATIONS 06-17-2016

S4.01 TYPICAL FOOTING AND BASE PLATE DETAILS ANDSCHEDULES

06-17-2016

S5.01 FOUNDATION TYPICAL DETAILS 08-05-2016 A

S5.02 CONCRETE TYPICAL DETAILS 06-17-2016

S5.03 CONCRETE MASONRY UNIT TYPICAL DETAILS 08-05-2016 A

S5.04 STRUCTURAL STEEL TYPICAL DETAILS 06-17-2016

S5.05 STEEL DECK TYPICAL DETAILS 06-17-2016

S5.06 STEEL STUD TYPICAL DETAILS 06-17-2016

1. The Contractor shall verify all dimensions prior to starting construction. TheArchitect shall be notified of any discrepancies or inconsistencies.

2. Structure noted in the drawings as existing shall be field verified by thecontractor and any discrepancies noted shall be reported to theArchitect/Structural Engineer.

3. Do not scale the drawings.

4. Notes and details on the drawings shall take precedence over these generalnotes, typical details, and the project specifications.

5. Typical details and schedules indicated may not be specifically referencedon the drawings. The contractor is responsible to determine where eachtypical detail or schedule applies. If locations are found where no typicaldetail, typical schedule, or specific detail applies, notify theArchitect/Structural Engineer.

6. All work shall conform to the minimum standards of following codes:

The 2012 edition of the International Building Code (IBC), includingSouthern Nevada amendments and other regulating agencies which haveauthority over any portion of the work, and those codes and standard listedin these notes and in the project specifications.

7. See the architectural drawings for the following:Size and location of door and window openings, size and location of interiorand exterior non-bearing partitions, size and location of concrete curbs, floordrains, slopes, depressed areas, changes in level, chamfers, grooves,inserts, etc., size and location of floor and roof openings, floor and rooffinishes, stair framing and details, dimensions not shown on the structuraldrawings, ceiling assemblies, exterior wall assemblies.

8. See mechanical, plumbing, and electrical drawings for the following:Pipes, sleeves, hangers, trenches, wall floor and roof openings, ductpenetration etc., except as shown or noted, electrical conduit runs, boxes,outlets in walls and slabs, concrete inserts for electrical, mechanical orplumbing fixtures, size and location of machine or equipment bases, anchorbolts for mounts.

9. All framing members provided for mechanical equipment, elevator supportbeams, lintels, roof openings, etc. are preliminary. Submit manufacturer'sdata for the proposed equipment to structural engineer prior to submittal ofshop drawings for verification of supports.

10. For mechanical and electrical equipment anchorage that is to be designedby others, see 2012 IBC section 1613 and ASCE 7-10 chapter 13. Useisolators, fasteners and bracing approved by ICC-ES capable of transmittingcode required lateral loads. Secure suspended equipment with lateralbracing.

11. For piping and ductwork bracing to be designed by others, see the latestedition of "Guidelines for Seismic Restraints of Mechanical Systems" by theSheetMetal and Air Conditioning Contractors National Association.

12. The contract Structural drawings and specifications represent the finishedstructure. They do not indicate the method of construction. Contractor toprovide construction means, methods, techniques, sequences andprocedures as required. Contractor to provide adequate excavationprocedures, shoring, bracing and erection procedures complying withnational, state and local safety ordinances. The Contractor shall provide allmeasures necessary to protect the structure during construction. Suchmeasures shall include, but not be limited to: bracing and shoring for loadsdue to hydrostatic, earth, wind or seismic forces, construction equipment, etc.

13. Observation visits (site visits) by representatives of Architect/StructuralEngineer do not include inspection of construction means and methods. Sitevisits during construction are not continuous and detailed inspectionservices which are to be performed by others. Observations are performedsolely for the purpose of determining if the Contractor understands designintent shown in the contract drawings. Observations do not guaranteeContractor's performance and are not to be construed as supervision orverification of construction. Structural observation is not required for thisproject in accordance with 2012 IBC Section 1704.5.

14. Notify the Structural Engineer when drawings by others show openings,pockets, etc., not shown on the structural drawings, but which are locatedin the structural members.

15. All specifications and codes noted shall be the latest approved editions andrevisions by the governmental agency having jurisdiction over this project.

16. Contractor shall investigate the site during clearing and earth work operationsfor filled excavations or buried structures such as cesspools, cisterns,foundations, utilities, etc. If any such structures are found, the StructuralEngineer shall be notified immediately.

17. Construction materials shall be spread out when placed on framed floors orroofs. The construction material load shall not exceed the design live loadper square foot. Provide adequate shoring and/or bracing where structurehas not attained design strength.

GENERAL

18. Shop drawings submitted to the Structural Engineer for review shall consist of (2) bond copies. No modifications or substitution of drawings and

specifications will be accepted via shop drawing review.. Contractor shall review and stamp shop drawings prior to submission to the Architect/Structural Engineer. Contractor shall review for completeness and compliance with contract documents.. Submit shop drawings to the Architect/Structural Engineer as indicated or specified for review prior to fabrication. Review will be for general conformance with design intent conveyed in contract documents.. When an engineer is required to sign and stamp shop drawings and calculations, ensure seal indicates engineer as registered in state where project site occurs.. Shop drawings are not a part of contract documents. Therefore, Architect's/Structural Engineer's review does not constitute an authorization to deviate from terms and conditions of the contract.. Shop drawings will be rejected for incompleteness, lack of coordination with other portions of contract documents, lack of calculations (if required), or where modifications or substitutions are indicated without prior review per paragraph above.. Submit shop drawings and calculations to governing code authority when specifically indicated or requested.. Maintain a copy of all shop drawings accepted by the Architect/Structural Engineer at site during construction period.. Structural Engineer requires 10 working days after receipt of shop drawings and calculations for processing.

19. Design Loads:

Live Loads:

Roof

Wind Design Data:

Basic Wind SpeedVult =

Vasd =

21. ACI 318-11 Table 4.3.1 Sulfate Exposure (See General Notes - Concrete Item#3 for concrete water cement ratio limits):

SD(Not Applicable)

Risk Category

Exposure

Internal Pressure Coefficient GCpi =

Earthquake Design Data:

20. IBC Lateral Loads

Risk Category

Seismic Importance Factor le =

Mapped Spectral Response Acceleration Parameters

S =1S =S

Site Class

Design Spectral Response Acceleration Parameters

S =D1S =DS

Seismic Design Category

Basic Seismic Force -Resisting System(s)

Design Base Shear(s)

Seismic Response Coefficient(s) C =S

Response Modification Coefficient(s) R =

Analysis Procedure Used

Main Building:Ordinary ReinforcedMasonry Shear Walls

Basic Seismic Force -Resisting System(s)

Design Base Shear(s)

Seismic Response Coefficient(s) C = 0.297S

Response Modification Coefficient(s) R = 1 1/4

Analysis Procedure Used

Steel Canopy:Steel Ordinary CantileverColumn System

3 k

118 k

20 psf (Reducible)

115 mph

89 mph

II

C

±0.18

II

1.00

0.159 g0.464 g

C

0.174 g0.371 g

C

0.183

2

Equivalent Lateral Force

Equivalent Lateral Force

A

A

A

A

REVISIONS



A

ZIELINSKI

JOHN R.

CIVIL/

EXP:

PROF

ES

SIO

NA

L


EO

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EV

ADA

No 0 12 8 9 8

STRUCTURAL

6-30-18

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Copyright, Ltd 2016

Consultant

Project

Owner

Date:

Sheet No:

Sheet Title


4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

Job No: 15-061



LE JOB# 152132




8/5/16

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

PERMIT SET

GENERAL NOTES

S0.03

06/17/2016

A

REVISIONS



1. Post-installed anchors shall only be used where specified on the drawings.

2. Contractor shall obtain approval from the Engineer of Record (EOR) prior tousing post-installed anchors for missing or misplaced cast-in-place anchors.

3. Care shall be given to avoid conflicts with existing rebar. Holes shall bedrilled and cleaned in strict accordance with the current manufacturer'spublished installation instructions (MPII). Anchors shall be installed per themanufacturer's installation instructions at not less than minimum edgedistances and/or spacing indicated in the manufacturer's literature.

4. Manufacturer's direct representative shall provide installation training for allproducts to be used, prior to commencement of work. Only trained installersshall perform post installed anchor installation a record of training shall bekept on site and be made Available to the EOR as required.

5. Installation of adhesive anchors in horizontal to vertically overhead orientationshall be done by a certified adhesive anchor installer (AAI) as certifiedthrough ACI and in accordance with ACI 318-2011 (Section D.9.2.2). Proofof current certification shall be submitted to the engineer for approval prior tocommencement of installation.

6. Adhesive anchors must be installed in concrete aged a minimum of 21 days.

7. Adhesive anchors installed in horizontal or upwardly inclined orientations toresist sustained tension loads shall be continuously inspected duringinstallation by an inspector specially approved for that purpose by thebuilding official.

8. Anchors shall be embedded in the appropriate substrate with the embedmentindicated on the drawings.

9. Substitution requests for products other than those listed below shall besubmitted to the Engineer of Record with calculations that are prepared andsealed by a Registered Professional Engineer showing that the substitutedproduct will achieve an equivalent capacity using the appropriate designprocedure required by the Building Code.

10. Contractor shall contact manufacturer for free product and installation trainingprior to anchors being installed. Contact Simpson Strong-Tie at (800) 999-5099, Hilti at (800) 879-8000 or Powers Fasteners at (888) 754-2633 fortraining, product related questions and availability.

11. Special Inspection shall be provided as required by the applicable ICC-ESEvaluation Services Report.

12. Acceptable products for installation in masonry are as follows:A. Expansion anchors shall be:

Simpson Strong-Tie "Strong Bolt 2" per IAPMO-UES ER-240Hilti "Kwik Bolt 3" per ICC-ES ESR-1385Powers Power-Stud+ SD1 expansion anchors perICC-ES ESR-2966 for grouted masonry

B. Screw anchors shall be:Simpson Strong-Tie "Titen HD" per ICC-ES ESR-1056Hilti "KWIK HUS-EZ" per ICC-ES ESR-3056Powers Wedge-Bolt+ hex head screw anchors perICC-ES ESR-1678 for grouted masonry

C. Adhesive anchors shall be:Simpson Strong-Tie “SET Epoxy-Tie Adhesive” per ICC-ESESR-1772Hilti “HIT-HY 70” per ICC-ES ESR-2682”Powers AC100 + Gold adhesive anchoring system perICC-ES ESR 3200 for grouted and ungrouted concrete

Post Installed Anchors in Concrete and Masonry

13. Acceptable products for installation in cracked and uncracked concreteare as follows:A. Expansion anchors shall be:

Simpson Strong-Tie “Strong-Bolt 2” per ICC-ES ESR-3037Hilti "Kwik Bolt TZ" per ICC-ES ESR-1917ITW Red Head Trubolt+ (1/2” and 5/8” diameter only)per ICC-ES ESR-2427Powers Power-Stud+ SD1 per ICC-ES ESR-2818Powers Power-Stud+ SD2 per ICC-ES ESR-2502Powers Power-Stud+ SD4 and Power-Stud+ SD6 Stainless Steel expansion anchors per ICC-ES ESR-2502

B. Screw anchors shall be:Simpson Strong-Tie "Titen HD" and “Titen HD Rod Hanger” per ICC-ES ESR-2713Hilti KWIK HUS EZ and KWIK HUS-EZ1 per ESR - 3027Powers Wedge-Bolt+ per ICC-ES ESR-2526Powers Snake+ per ICC-ES ESR-2272Powers Vertigo+ coupler per ICC-ES ESR-2526

C. Undercut anchors shall be:Simpson Strong-Tie “Torq-Cut” per ICC-ES ESR- 2705Hilti "HDA" per ICC-ES ESR-1546Powers Atomic+ per ICC-ES ESR-3067

D. Adhesive anchors shall be:Simpson Strong-Tie "AT-XP" per IAPMO-ES ER-263Simpson Strong-Tie "SET-XP Epoxy-Tie Adhesive" perICC-ES ESR-2508Hilti "HIT-RE 500-SD" per ICC-ES ESR-2322Hilti "HIT-HY 200 SafeSet" per ICC-ES ESR-3187Powers PE1000+ per ICC-ES ESR-2583 for slow cureapplicationsPowers PURE110+ per ICC-ES ESR-3298 for slow cure applicationsPowers AC100+ gold per ICC-ES ESR-2582 for fast cure applications

E. Powder Actuated Fasteners shall be:Simpson Strong-Tie "Powder-Driven Fasteners" per ICC-ES ESR-2138Hilti “Low-Velocity Powder-Driven Fasteners” per ICC-ESESR-1663 and ESR-2269Powers "Powder Driven Fasteners" per ICC-ES ESR-2024

14. Acceptable products for installation in the soffit of concrete over profilemetal deck are as follows:A. Expansion anchors shall be:

Simpson Strong-Tie "Strong-Bolt 2" per ICC-ES ESR-3037Hilti "Kwik Bolt TZ" per ICC-ES ESR-1917Powers Power-Stud+ SD1 per ICC-ES ESR-2818

B. Screw anchors shall be Simpson Strong-Tie "Titen HD" or"Titen HD Rod Hanger" per ICC-ES ESR-2713Hilti "KWIK HUS-EZ and KWIK HUS-EZ1 per ICC-ES ESR-3027Powers Wedge-Bolt+ per ICC-ES ESR-2526Powers Snake+ per ICC-ES ESR-2272Powers Vertigo+ coupler per ICC-ES ESR-2989

ZIELINSKI

JOHN R.

CIVIL/

EXP:

PROF

ES

SIO

NA

L


EO

FN

EV

ADA

No 0 12 8 9 8

STRUCTURAL

6-30-18

.






Copyright, Ltd 2016

Consultant

Project

Owner

Date:

Sheet No:

Sheet Title


4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

Job No: 15-061



LE JOB# 152132




8/5/16

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

PERMIT SET

GENERAL NOTES

S0.04

06/17/2016

A

REVISIONS



2

S3.01

1

S3.01

3

S3.01

4

S3.01

64' -

0"

88' - 0"

76' - 0" 12' - 0"

64' -

0"

30' -

8"

13' -

4"

6' -

8"

13' -

4"

88' - 0"

F6 F6F6

BPLH

SS5X5X

3/8

1BPL

HSS5X5X

3/81

CF2

CF

2

CF

2

CF

3C

F3

CF2

CF3

-

TYP.

5

S5.01------------------

123456

A

B

C

D

E

F

8" THK. CMU WALLSEE NOTE 8, TYP.

8" THK. CMUWALL SEENOTE 8, TYP.



8" THK.CMUWALLSEENOTE 8,TYP.

FLOOR DRAINSEE ARCH.

FLOOR DRAINSEE ARCH.

9

S5.01------------------

SLAB ON GRADESEE NOTE 2

9

S5.01------------------

10

S5.01------------------

9

S5.01------------------

TYP.

TYP.

TYP.

TYP.

T.O. CONC.

EL.= 99' - 11 1/2"

T.O. CONC.

EL.= 99' - 11 1/2"

CF3

CF3

1/2" GAP

1/2" GAP

STUD FRAMINGSEE NOTE 12, TYP.

SEE ARCH.

SEE ARCH.

1' - 4"

9' - 0" 12' - 0"

5' -

2"

2' -

6"

5' -

0"

5

S4.01------------------

8

S5.03------------------

8

S5.03------------------

TYP.OF 3

SLAB ON GRADESEE CIVIL DWGS.

F4

BPLH

SS5X5X

3/8

2

CMU WALL/HEADERABOVE SEE

------------------S5.03

4

EXISTINGBUILDING

9

S5.03------------------

T.O. CONC. EL.=100'-4"

SEE ARCH.

EQUIPMENT PADSEE NOTE 15

~

------------------S5.03

10

------------------S4.01

6

------------------S4.01

6

10

S5.01------------------


T.O. CONC. EL.=100'-4"

SEE ARCH.

GENERATORMAX. WT.=10,000 LBS.

ATS MAX.WT.=1,850 LBS.

SWITCHBOARD MAX.WT.=1,475 LBS.



CF3

CF3

CF

3

27' - 0" 26' - 9" 20' - 11" 6' - 8" 5' - 4"

30' -

8"

0' -

8"

11' -

4"

8' -

0"

12' -

0"

1/2" GAP

1/2" GAP

SIM.

BPLH

SS4X4X

1/4

3

BPLH

SS4X4X

1/4

3

BPLH

SS4X4X

1/4

3

BPLH

SS4X4X

1/4

3

HSS4X

4X1/

4

8

S4.01------------------

TYP. OF 3

8

S4.01------------------

------------------

S4.01

9

------------------

S4.01

9

SIM.

------------------S4.01

A------------------

S5.03

3

TYP.

------------------S4.01

1

THICKENED SLABBELOW WATERTANKSEE DETAIL

------------------S5.01

12TYP.

TYP.

TYP.

SEENOTE 19TYP.

64' -

0"

64' -

0"

30' -

8"

13' -

4"

6' -

8"

13' -

4"

WATER TANK MAX. WT =6,000 LBS. SEE NOTE 18.TYP. OF 4 TOTAL

123456

A

B

C

D

E

F

88' - 0"

76' - 0" 12' - 0"

STUD FRAMINGSEE NOTE 12, TYP.

EXISTINGBUILDING

88' - 0"

27' - 0" 26' - 9" 20' - 11" 6' - 8" 5' - 4"

30' -

8"

0' -

8"

11' -

4"

8' -

0"

12' -

0"

TYP., UNO2' - 0" MIN.

ZIELINSKI

JOHN R.

CIVIL/

EXP:

PROF

ES

SIO

NA

L


EO

FN

EV

ADA

No 0 12 8 9 8

STRUCTURAL

6-30-18

.






Copyright, Ltd 2016

Consultant

Project

Owner

Date:

Sheet No:

Sheet Title


4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

Job No: 15-061

KEYPLAN

NEWVIVARIUM

WHITE HALL



LE JOB# 152132




8/5/16

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

PERMIT SET

PHASED

FOUNDATION PLANS

S1.01

06/17/2016

1/8" = 1'-0"1 FOUNDATION PLAN - VIVARIUM PHASE 1

N

1/8" = 1'-0"2 FOUNDATION PLAN - VIVARIUM PHASE 2

N

PLAN NOTES

1. Top of concrete floor reference elevation= 100’-0” typical uno.

2. Slab on grade shall be 5” thick concretewith #4 at 18” placed, 2” clear from top ofconcrete. For method of placing slab on gradesee 4/S5.01. See architectural drawings forslab depressions, slopes, etc. See detail3/S5.01, 4/S4.01 and geotech report forsubgrade requirements.

3. Top of exterior and interior footing shall beelevation 98’-8”, typ. uno.

4. Contractor to coordinate slab on grade controljoints with 4/S5.01.

5. For typical concrete/foundation details, seesheet S5.01 and S4.01.

6. See geotechnical report for underslab andfooting requirements. Overexcavation for thefootings and slab on grade is required inaccordance with the geotechnical report.Refer to detail 4/S4.01.

7. Contractor to coordinate placement of utilitiesthru or adjacent to the footings or stem wallswith details 1/S5.01 or the footings may bestepped per 2/S5.01 at contractors option,typ.

8. 8" thk. CMU wall solidgrouted. Reinforce with #5 at 32" oc verticaland #4 at 24" oc horizontal centered in cells.Provide additional reinforcing at wall openings,ends, corners and intersections per details onsheet S5.03. See detail 5/S5.03 for controljoints and coordinate location with architect.

9. 8" thk. CMU wall solidgrouted. Reinforce with #5 at 32" oc verticaleach face with spider spacers (verticalpositioners) at 4'-0" oc vertically and #4 at 24"oc horizontal centered in cells. Provideadditional reinforcing at wall openings, ends,corners and intersections per details onsheet S5.03. See detail 5/S5.03 for controljoints and coordinate location with architect.

10. The dimensions shown here apply tostructural elements only, see Architecturalplans for dimensions not shown. Architecturalbackgrounds are shown for reference only.

11. Contractor shall field verify existing structuralconditions. If any discrepancies are found,contractor shall contact the Architect andStructural Engineer before performing work.

12. Typical interior structural framing, refer toArch. for stud size, spacing and location.Refer to S5.06 for steel stud typical details.

13. For interior walls and interior and exterior wallfinishes, see architectural plans.

14. Refer to Arch. for additional Phase I/Phase IIconstruction sequencing information.

15. Equipment pad, see Arch. for size andlocation. Refer to detail 11/S5.01 forequipment pad construction.

16. For typical details and notes see sheetsS5.01 - S5.06. For general notes seesheets S0.01 and S0.02.

17. # denotes base plate type. See scheduleand details on sheet S4.01.

18. Tank and anchorage to slab by tankmanufacturer.

19. All exterior/exposed steel and hardware shallreceive a zinc rich paint coating. Refer toarch.

A

A

REVISIONS



FN011

NOTES:1. Contractor shall locate bottom of excavation toavoid surcharge on utilities and other foundations.2. Contractor shall coordinate all excavations with

foundation with foundation requirements.3. Step foundation as required per 2/-.4. Contractor shall adhere to the recommendations in

the Geotechnical Notes, for all excavations, backfillrequirements etc.

5. Pipes passing through footings:Less than 3'-0" below foundation, provide sleeveand concrete. More than 3'-0" below foundation,step foundation per 2/- to maintain 3'-0"Maximum.

6. Sleeves shall be minimum 1" clear all around pipes,conduit etc.

7. For pipes etc. within the footing thickness, stepfooting as required to pass pipes through stem wall.

FOUNDATION PARALLELTO EXCAVATION

EXISTING UTILITYPARALLEL TO FOUNDATION

UTILITY (PIPES)

Elevation Section

.10'-0"

1'-6" MIN.

EXCAVATION

SE

E N

OT

E 7

CO

NT

. F

OO

TIN

G

9"

SEE NOTE 6SLEEVE DIA.

9"

9"

SE

E N

OT

E 5

3'-0"

MA

X.

PIPES THRUFOUNDATION WALL

SLEEVE SEENOTE 5 AND 6

EXTEND CONC.AROUNDSLEEVE SEENOTE 5

FOUNDATION

FINISH GRADE

BOTTOM OF FOOTING ELEVATION

SEE CIVILDRAWINGS FOREXISTING UTILITES

BOTTOM OF EXCAVATIONSHALL NOT EXTENDBELOW THIS LINE

FOUNDATION

FINISH GRADE

1

2

1

2

1

1

FN015

PROVIDE DOWELS TOMATCH VERT. WALLREINF., SPACING, SIZEAND NUMBER

SHOWN ONPLAN INDICATESTHIS POINT OF THESTEPPED FOOTING

S

TYP.

3" CLR.

2x"S" MIN.

"t" MIN.

"t"

MIN

.

MA

X.

"S"

2'-0"

"t"

TY

P.

3" C

LR

.

TY

P.

3"

CLR

.

REINF. SHALL MATCH LONGIT.FTG. REINF. SIZE AND NUMBER

FOR LAP LENGTHSEE 1/S5.03 STRUCT. FILL PER GEO-TECH.

REQUIREMENTS SEE

BEND ASREQ'D.

FOR LAP LENGTHSEE 1/S5.03

------------------S4.01

4

FN030A

NOTES:1. Slab shall be placed in strip pattern.

1 = First 2 = Second

2. Strips to be divided by construction joints at the centerline of columns where they occur and subdivided as required into areas not exceeding 225 sqft. byconstruction joints.

3. In areas where columns do not occur provide construction and contraction jointsas above.

4. Contractors shall obtain architect's approval for all joint locations.

COLUMNCENTERLINEWHERE OCCUR

ISOLATION JOINTAT COLUMNS, SEEDETAIL 5/-.

SEE DETAIL A B

225 SQUARE FEETMAXIMUM, TYPICAL

CONTRACTIONJOINTS

CONSTRUCTIONJOINTS

REINF. BARS,SEE PLAN

30'-0"

MA

X.

1

2

2

1

"t"

UN

O

2"

CLR

.

CONTRACTION JOINT B

CONSTRUCTION JOINT A"t

"

2" 2"

EQ

EQ

CLR

.

2"

CONTRACTION JOINT, SAW CUT 1/8"WIDE x 1" DEEP MIN. SAWING MUSTOCCUR AS SOON AS CONCRETESURFACE IS FIRM ENOUGH SOCONCRETE WILL NOT BE DAMAGED,BUT NO LATER THAN 12 HOURS AFTERCONCRETE HAS BEEN PLACED

SUB-GRADE SEE GEO-TECH. REPORT

SLAB BARS

3/4" DIA. x 16" LONGSMOOTH BAR DOWELSAT 24" OC, GREASEDOWELS ONE SIDE OFJOINT ONLY

SUB-GRADE SEE GEO-TECH. REPORT

FN042A

90.0

0°

90.0

0°

45.0

0°

MIN

.

4"

TYP.4" M

IN.

VARIES

GRID

GRID

GRID

COVER AT

3" MIN. CONC.

STRUCT. STEEL

CONT. BARS

W COL., HSS TUBE, PIPEOR CONC. COL. SEEPLAN OR SCHED.

PILASTER, SEEPLAN OR SCHED.

WALL

TOOLED JOINTSAT EXPOSEDAREAS

CONSTRUCTION JOINT

CONSTRUCTION ORCONTRACTIONJOINT, SEE 4/-.

COLUMN ORWALL FACE

FIRST POURSLAB ON GRADE

SUB-GRADE SEEGEO-TECH. REPORT

3" MIN. CONC. COVERAT STRUCT. STEEL

PLAN B PLAN C

SECTION Y

Y

X

PLAN A

SECTION X

EDGE OFSLAB, SEEDETAIL 9/-.

NOTE:1. Plan is similar at corners.

TYP. EDGE OF SLABBARS CONT.

FINISH GRADESEE ARCH.

TOP OF FOUNDATION

CONSTRUCTION JOINT

#4x4'-0" LONG

CONSTRUCTION ORCONTRACTION JOINT,SEE DETAIL 4/-.

#4x4'-0" LONG

SLAB ON GRADE


FN037

1'-8" MAX.

GREATER THAN 8"

OR LESS, 4" MIN.

CURB WIDTH AS REQ'D. 8"

1-#4xCONT. WITH 1'-6"BENDS OR 1'-6"x1'-6" DWLS.AT CORNERS AND ENDS

SEE BELOW

#4 DWLS. AT 24" OC

TOP OF CONC.

#4 DWLS. AT 16" OC

TOP OF CONC.

2-#4 CONT. WITH 1'-6"BENDS OR 1'-6"x1'-6" DWLS.AT CORNERS AND AT ENDOR CURB WHERE CONC. ORCMU WALL OCCURS

NOTES:1. Size and locate curbs as required.2. Provide inserts in curbs as per Arch. and Mech. dwgs.3. For height see Arch. or Mech. 10" max.

CLEAN ANDROUGHEN JOINT TYP.

PLA

CE

IN

CE

NT

ER

OF

SLA

B

PO

SS

IBLE

OT

HE

RW

ISE

3"

MIN

. W

HE

RE

NO

TE

3

SE

E

NO

TE

3

SE

E

1" CLR.

16"

FN031A

2'-6"

MA

X.

VA

RIE

S

LAP SPLICE

CLASS B

1' -

0"

1' - 0"

6 "t" WHICHEVER

1' - 6" MIN. OR

IS GREATER

SLAB ON GRADE

SUB-GRADE, SEEGEO-TECH. REPORT

SLAB ON GRADE

6" WALL WITH #4 AT 24" OCEACH WAY, MIN. HORIZ.REINF. 1-#4 TOP AND BOT.

NOTES:1. For location and depth see plan orArch. dwgs.

CURB WHERE OCCURS,SEE DETAIL 6/-.

DEPRESSION "t", 8"MAX. SEE PLAN ORARCH. DRAWINGS

PROVIDE HOOKWHERE "t"EXCEEDS 2"

2-#5 CONT.

SLAB ON GRADE

SUB-GRADE,SEE GEO-TECH.REPORT

FN038

NOTES:1. Powder driven anchors are not allowed at curbs, depressions, slab edge, etc.2. See arch. dwgs. for locations and extents of curbs and depressed areas.3. See arch. for non-bearing metal stud data and for locations.

5/32" DIA. POWDERDRIVEN ANCHORS AT 2"FROM ENDS AT 32" OCWITH STANDARDWASHERS

STUDS, SEENOTE 3, TYP.

1/2" DIA. ANCHOR BOLTS AT 4'-0" OCWITH STD. CUT WASHERS, TYP. ATCURBS, DEPRESSIONS, EDGES OFSLABS, SLAB OPENINGS, ETC.

16 GA. TRACKUNPUNCHED, TYP.

SUB-GRADESEE GEO-TECH.REPORT

CU

RB

WH

ER

EO

CC

UR

S, S

EE

AR

CH

. A

ND

6/-

.

DE

PR

ES

SIO

NW

HE

RE

OC

CU

RS

,S

EE

AR

CH

. A

ND

7/-

.

"t"

ARCH. 4"

SEE

FN020-ibc

FOOTING

CONTINUOUS3" CLR. AGAINST EARTH

2" CLR. FORMED

18"

MIN

. U

NO

CLR

.

3"

6"

MA

X.

2"

MIN

.

MO

DU

LE

BLO

CK

WH

ER

E R

EQ

'D.

DOWELS TO MATCH VERTICALWALL REINFORCING. FOR LAPSPLICE SCHED. SEE 1/S5.03, BENDALTERNATE WAYS INTO FOOTING

DOWELS TO MATCHSLAB REINFOCING WITHCLASS B LAP SPLICES

12"


SLAB ON GRADE

(2)-#4 CONT.

STRUCTURAL FILL PERGEO-TECH. REQUIREMENTSSEE

CMU WALL, SEE PLANFOR SIZE ANDREINFORCING, ETC.

HORIZONTAL WALLREINFORCING ATFLOOR LINE

FINISH GRADE

TOP OF FOOTINGPER PLAN

CLEAN ANDROUGHEN TO1/4" AMPLITUDE

------------------S4.01

4

FN023

DOWELS TO MATCHVERTICAL WALLREINFORCING, BENDALTERNATE WAYS INTOFTG.

FOOTING

CONTINUOUS

(2)-#4 CONT.

6"

MA

X.

2"

MIN

.

3"

CLR

.

3" CLR. AGAINST EARTH

2" CLR. FORMED

CMU WALL (BEYOND)

DOWELS TO MATCHSLAB REINF. WITHCLASS B LAP SPLICES

AS REQ'D.


SLAB ON GRADE,KEY INTO TOPS OFCMU CELLS

EXPANSION JOINT ATEXTERIOR PAVINGWHERE OCCURS, SEEARCH. FOR FINISH GRADE

HORIZ. WALLREINF. CONT.AT OPENING

CMU STEM WALLSOLID GROUTED

CLEAN ANDROUGHEN SURFACETO 1/4" AMPLITUDE

STRUCTURAL FILL PERGEO-TECH. REQUIREMENTSSEE

------------------

S4.01

4

FN036

CONCRETE PAD

CONCRETE BASE

1'-0" MIN.

SEE ARCH., MECH. AND ELECT.DWG. FOR LOCATION AND DETAILSOF CONC. BASES AND PADS

ANCHOR BOLTSAS REQ'D.

CONCRETE INERTIA BLOCKSEE ARCH. AND MECH.DWGS. FOR DETAILS

SLAB ON GRADE ORPAVING, ETC. SEE ARCH.

#4 DOWELS AT 24" AROUNDPERIMETER OF PAD, ANDNOT LESS THAN ONE ATEACH CORNER OF PAD

TOP OF SLAB ON GRADEOR STRUCT. SLAB

#4 AT 12" EW

SEE MECH. AND ARCH. DWGS.

AB's AS REQ'D.

#5 AT 12" OC EW TOP AND #6 AT 8" OCEW BOTTOM WITH CORNER BARS

STRUCTURAL FILL PER GEO-TECH.REQUIREMENTS SEE

1 1/2" COMPRESSIBLEMATERIAL - 4 SIDES

SEE ARCH.AND MECH.

EDGE TYP.

6" MIN.

6"

MA

X.

1'-6"

MIN

.

1'-6"

MIN

.1'-0"

MA

X.

3"

CLR

.

------------------S4.01

4

2'-6"

MA

X.

FN099A

6" MINIMUMCOMPACTED TYPE IIAGGREGATE, SEEGEO-TECH. REPORT

SLAB ON GRADE

MOISTURE BARRIER,SEE GEO-TECH. REPORT

SCARIFIED AND COMPACTEDNATIVE SOIL OR STRUCTURALFILL, SEE DETAIL 4/S4.01 ANDGEO-TECH. REPORT

UNDER SLAB INFORMATION SHOWNABOVE ARE MINIMUM REQUIREMENTS,

SEE DETAIL 4/S4.01 AND GEO-TECH.REPORT FOR ADDITIONAL INFORMATION

TYP., UNO

2'-0" MIN.

1' -

0"

CL

R.

3"

WATER TANK ANDANCHORAGE BYOTHERS SEE PLAN

SLAB ON GRADESEE PLAN

SLAB REINF.SEE PLAN

#5 AT 14" OC EACHWAY BOTTOM

1

1

STRUCTURAL FILLPER GEO-TECH.REQUIREMENTSSEE

------------------S4.01

4

ZIELINSKI

JOHN R.

CIVIL/

EXP:

PROF

ES

SIO

NA

L


EO

FN

EV

ADA

No 0 12 8 9 8

STRUCTURAL

6-30-18

.






Copyright, Ltd 2016

Consultant

Project

Owner

Date:

Sheet No:

Sheet Title


4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

Job No: 15-061



LE JOB# 152132




8/5/16

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

PERMIT SET

FOUNDATION

TYPICAL DETAILS

S5.01

06/17/2016

3/4" = 1'-0"

1FOUNDATIONS ADJACENT TO EXCAVATIONS AND UTILITIES 3/4" = 1'-0"

2STEPPED FOOTING

3/4" = 1'-0"

4METHOD OF PLACING SLAB ON GRADE 3/4" = 1'-0"

5COLUMN ISOLATION JOINTS 3/4" = 1'-0"

6CONCRETE CURB

NO SCALE

7STEP IN SLAB ON GRADE NO SCALE

8NON-BEARING STUD WALLNO SCALE

9EXTERIOR WALL FOOTINGNO SCALE

10FOOTING AT WALL OPENING 3/4" = 1'-0"

11EQUIPMENT BASE AND PAD

3/4" = 1'-0"

3SUB-GRADE DETAIL

3/4" = 1'-0"

12THICKENED SLAB

A

A

A

REVISIONS



CM033A-ibc

NOTES:1. All lengths are in inches.

2. For bar placement, edge distance(d Dim.) see detail .

3. Where 2 bars per cell occur theyshall be placed per edge conditionsee note 2.

4. 6" CMU 2 bars per cell is notpermited. 8" CMU 2 bars per cellup to #5 are permitted. 10" CMU 2bars per cell up to #7 are permitted.

5. NP indicates Not Permitted.

6. #10 and #11 bars where shown onplans or details require amechanical splice.

Tension Development and Lap Splice Length ( for Masonry only )

MasonryDesign

Strength

f'm =1500 psi

f'm =2000 psi

f'm =2500 psi

f'm =3000 psi

f'm =3500 psi

f'm =4000 psi

CM

U T

hic

kness

Center Edge Center Edge Center Edge Center Edge Center Edge Center EdgePlacement of BarBARSIZE

8" #6

#5

#4

#3

#7

#8

#9 118 NP 102 NP 91 NP NP NP NP83 77 72

91 121 79 105 71 94 85 79 7464 60 56

59 92 51 79 46 71 65 60 5642 39 36

43 74 37 64 33 57 52 48 4530 28 26

22 38 19 33 17 30 27 25 2316 15 14

14 24 12 21 12 18 17 16 1512 12 12

12 13 12 12 12 12 12 12 1212 12 12

12" #6

#5

#4

#3

#7

#8

#9

12 13 12 12 12 12 12 12 1212 12 12

12 24 12 21 12 18 17 16 1512 12 12

14 38 12 33 12 30 27 25 2312 12 12

27 74 23 64 21 57 19 52 18 48 17 45

37 92 32 79 29 71 26 65 24 60 23 56

57 121 49 105 44 94 40 85 37 79 35 74

73 136 63 118 56 105 51 96 48 89 45 83

2-

CM031

dd

t

dt t

d

dt t

d

dd

t

dt

d

t

VERTICAL REBAR PLACED FOR MAXIMUM d VERTICAL REBAR IN CENTER OF CELL

SINGLE CURTAIN HORIZONTAL BAR

DOUBLE CURTAIN HORIZONTAL BAR

HORIZONTAL REBARCENTERED IN WALL

HORIZONTAL REBARIN CONTACT WITHVERTICAL REBAR

HORIZONTAL REBARIN CONTACT WITHVERTICAL REBAR

SINGLE CURTAIN HORIZONTAL BAR

NOTE:1. Where two vertical reinforcing bars occur in a cell, bars shall be secured in place by a bar

positioner at the top and bottom, and at intervals not exceeding 200 bar diameters.

CMU (Concrete Masonry Units) Concrete Masonry Units

NORMALTHICKNESS

ACTUALTHICKNESS (t)

d (inches)

#3 - #6 #7 #8 #9

6" CMU 5 5/8" 3.25 NP NP NP

8" CMU 7 5/8" 5.25 5 4.625 NP

10" CMU 9 5/8" 7.25 7 6.625 6.25

12" CMU 11 5/8" 9.25 9 8.625 8.25

16" CMU 15 5/8" 13.25 13 12.625 12.25

NORMALTHICKNESS

6" CMU 5 5/8"

8" CMU 7 5/8"

10" CMU 9 5/8"

12" CMU 11 5/8"

16" CMU 15 5/8"

ACTUALTHICKNESS (t)

d (inches)

2.8

3.8

4.8

5.8

7.8

CM003-ibc

NOTES:1. Extend jamb bars full height of wall when width

of opening is more than 4'-0".2. Typical tension lap splice per schedule .

WHERE STRAIGHT EXTENSIONS IS NOT POSSIBLE,EXTEND BARS AS FAR AS POSSIBLE AND HOOK

SCHED.

EMBED. PER

2-#5 EA.JAMB

2-#5

LINTEL REINF.SEE SCHED. 2-#5 EACH

JAMB TYP.

PROVIDE DOWELS TO MATCH JAMBBARS, TYP. LAP SPLICE SEE NOTE 2

WALL RENIF. 2-#5 TYP.

FLOOR LINE

SE

E N

OT

E 2

LA

P S

PLIC

E

A

B

B

A

LINTEL REINFORCING

WIDTH REINF.

< 5'-0" 2-#5

5'-0" - 7'-0" 2-#6

7'-0" - 10'-0" 2-#7

TOP OF WALL OR SILL ETC.

HORIZ. WALLREINF.

HORIZ. WALLREINF.

180º HOOK

U-BARS TO MATCHVERT. WALL REINF.TYPICAL

VERT. WALLREINF.

LINTEL REINF.SEE DETAILSCHEDULE

SINGLE MAT DOUBLE MAT

LINTEL AND TOP OF WALL A LA

P S

PLIC

E

TE

MS

ION

1 1

/2"

CLR

.

SINGLE MAT DOUBLE MAT

JAMB AND END OF WALL B

STD. 180º HOOK 2-#5 VERT.

U-BARS TO MATCH HORIZ.WALL REINF., TYP.

SCHED.

EMBED. PER

------------------S5.03

1

------------------S5.03

1

------------------S5.03

1

CM006-ibc

TENSIONLAP SPLICE

TE

NS

ION

LA

P S

PLIC

E

TE

NS

ION

LA

P S

PLIC

E

BREAK SHELL ATHORIZ. REINF., TYP.

2-#5 VERT.

BREAK SHELLAT HORIZ.REINF., TYP.

OPEN ENDBLOCK, TYP.

BENDALT.WAYS

DOUBLE MAT SINGLE MAT

TENSIONLAP SPLICE

INTERSECTION

CORNER

OPEN ENDBLOCK, TYP.

2-#5VERT.

NOTES:1. Tension lap splice per schedule .------------------

S5.03

1

CM007

PLAN SINGLE MAT PLAN DOUBLE MAT

PROVIDE SASHBLOCKS AT CONTROLJOINTS FILL WITHPOLYSULFIDESEALEANT EACH SIDE,SEE SPEC'S.

TYPICAL VERTICALJOINT FULL HEIGHT

PREFORMEDRUBBER FILLERTYP.

STOP EVERYOTHER HORIZ. BAREXCEPT AS NOTEDBELOW TYP.

SEE NOTE 3

NOTES:1. Contractor shall obtain architect's approval of joint locations, which

shall not exceed 20'-0" oc.2. Horizontal reinf. at floor lines, roof lines, lintel reinf. and every other

horiz. bar (or bar set) shall be continuous through joint.3. Provide vertical wall reinf. each side of joint, #5 bars min.

180º STD.HOOK TYP.

CM001

NOTES:1. Minimum bolt spacing shall be 12 bolt diameters, minimum edge

distance shall be 6 bolt diameters.2. 1" min. grout all all around bolts in masonry shell.3. Grout cell for a minimum of 6" above and below the bolts.

MINIMUM

EMBEDMENT

SHELL

1 1

/2 B

OLT

DIA

.

EMBEDMENT SCHED.

BOLTDIA.

MIN.EMBED

UNO

1/2" 4"

5/8" 5"

3/4" 6"

7/8" 6"

SEE NOTE 2

ANCHOR BOLT

MANSONRY SHOWN,CONCRETE IS SIMILAR

SEE NOTE 3

RAD. 1 1/2BOLT DIA.

ST058

NO

TE

1

SE

E

NOTES:1. Grout around anchor studs shall be placed no more than 2 hours after grout

pour immediately below.2. Use larger plates and welds as required by beam conn. schedule or by AISC specification section J2 welds.

LEDGER, SEEPLAN ANDDETAIL

PROVIDE 2-3/4" DIA. NELSON THREADEDSTUDS, WELDED TO BEARING PLATE.INSTALL STUDS IN CENTER OF SHORTSLOTTED HOLES IN BEAM FLANGE

BEAM, SEE PLAN

DO NOT WELDBEAM FLANGETO PLATE

SOLID GROUT BEAM POCKET

2-#5x5'-0" CENTEREDUNDER BEAM

BEARING PLATE 3/4x4 1/2x bf + 6 WITH2-3/4"x8" HEADED STUDS ON 8"GAGE. CENTER ANCHORS IN WALL

PROVIDE2 COURSEDEEP BONDBEAM WITH(4)-#5 x CONT.

STIFF. PLATE3/8" EA. SIDESEE

CMU/ CONC.WALL, SEE PLAN

------------------S5.04

2

------------------S5.05

3

NOTCH BM WEBTO ALLOW (2)-#5CHORD REINF. TOPASS THRU

CM016-ibc

8" CMU WALLSOLID GROUTEDSEE PLAN FORREINFORCINGINFORMATION

DOWELS TO MATCHVERTICAL REINFORCINGLAP SPLICE PER

SEE PLAN ANDSCHEDULE FORFOOTING ANDREINFORCING

STRUCTURALFILL PERGEOTECHNICALREQUIRMENTSSEE

SEE PLAN

10'-0"

MA

X.

1'-0"

MIN

.

2'-0"

MA

X.

PLA

N

SE

E

------------------S5.03

1

ADD 2-#4 TOPAND BOTTOM

ROUGHEN TO 1/4"AMPLITUDE ANDCLEAN

T.O. WALLSEE PLAN /ARCH.

------------------

S4.01

4 LEVEL 1100' - 0"

DET.O.W. EL.= 110' - 0"

SEE ARCH.

VE

RIF

Y W

ITH

AR

CH

.

7' -

0"

±

VERIFY WITH ARCH.

6' - 4" ±

(2)-#6

(2)-#6

T.O. FOOTING

SEE PLAN

13

S5.03------------------

MASONRY WALLSEE

------------------

S5.03

8

24

"

24"

3

B

(11)-#5 VERT. WITH SPIDER SPACERS(VERTICAL POSITIONERS) AT 48" OCVERTICALLY IN SOLID GROUTED IN-WALL CORNER PILASTER

ALTERNATE CROSSTIEORIENTATION VERTICALLY

WALLAND FTG.

WALLAND FTG.

#3 TIE SETS AT 8" OC VERTICALLY

T.O. WALL

SEE ARCH.

T.O. OPENING (HEADER)

SEE ARCH.

(2)-#6 CONT. TOP ANDBOTTOM - EXTEND PASTDOOR OPNING BYTENSION DEVELOPMENTLENGTH SEE DETAIL

------------------S5.03

1

#3 TIE AT 16" OCALTERNATEEACH FACE

~ ~~ ~

3

3/16

3/16WT TOBEAM

WT6 DRAG STRUTCOPE AS REQ'D. ATBEAM AND ANGLE

W BEAMSEE PLAN

GRAVITY LINEOF WT6

FOR W BEAM AND CONNECTIONINFO NOT SHOWN SEE

------------------S5.03

11

(2)-#6x4'-0" DEFORMED WELDABLEBAR A706 GR. 60, WITH STD. HOOK.PLACE IN 2 COURSE BOND BEAM

1/4 6

1/4

1/4

1/4

5/16 3

5/16 3

1/4

E80XX ELECTRODEAT A706 WELDABLEREBAR BAR TO PL.,TYP.

PL3/4"x5"x ASREQ'D. CENTEREDON WALL

KNIFE PL5/8"x5"x1'-0"CENTERED IN CMU WALL

3/16

3/16

CJP

PL5/8"x7"x1'-0"

WALL ANDW BEAM

4"

4"

ST060

NOTES:1. Grout around anchor studs shall be placed a minimum of 2 hours after

grout pour immediately below.2. For in-wall corner pilaster centered below beam see3. E80XX electrode at A706 weldable rebar bar to plate

typ.

CMU WALL, SEE PLAN

SOLID GROUT BEAM POCKET

BEAM, SEE PLAN

BEARING PLATE 1"x8"x1'-0"WITH 2-3/4" DIA. x 8"ANCHOR STUDS

STIFF PL 3/8" EA.SIDE CENTEREDIN WALL SEE

1 1/2" NON-SHRINK GROUT

3-#4 xHAIRPINS

2-#5 MIN. VERT.

24"

2-#5

8"

SE

EN

OT

E 13'-0"

8" 4"

3'-0"

B C

------------------S5.03

10

------------------S5.04

2

DRAG PL CENTEREDIN WALL SEE

------------------S5.03

12

PL5/8"x5"x1'-6"

3/16

3/16

KNIFEPL5/8"x5"x1'-8"CENTERED INCMU WALL

PL5/8"x7"x1'-8"

PROVIDE (2)-3/4" DIA. NELSONTHREADED STUDS, WELDEDTO BEARING PLATE. INSTALLSTUDS IN CENTER OF SHORTSLOTTED HOLES IN BEAMFLANGE

SHEAR TAB AT PERP.BEAM EACH SIDE OF WEB ------------------

S5.04

1

CJP

5/16 3

5/16 3

(2)-#6x4'-0" A706WELDABLE REINF.WITH STD. 180 DEG.HOOK AT ENDPLACE IN 2 COURSEBOND BEAM

SEENOTE 3

~~~~

4"

4"

1/43 SIDES

ZIELINSKI

JOHN R.

CIVIL/

EXP:

PROF

ES

SIO

NA

L


EO

FN

EV

ADA

No 0 12 8 9 8

STRUCTURAL

6-30-18

.






Copyright, Ltd 2016

Consultant

Project

Owner

Date:

Sheet No:

Sheet Title


4505 SOUTH

MARYLAND PARKWAY

LAS VEGAS, NV 89154

Job No: 15-061



LE JOB# 152132




8/5/16

UNLV VIVARIUM

UNIVERSITY OF

NEVADA, LAS VEGAS

PERMIT SET

CONCRETE

MASONRY UNIT

TYPICAL DETAILS

S5.03

06/17/2016

3/4" = 1'-0"

1TENSION DEVELOPMENT AND LAP SPLICE LENGTH (FOR MASONRY)

3/4" = 1'-0"

2PLAN DETAIL FOR REBAR PLACEMENT IN CMU

3/4" = 1'-0"

4MASONRY WALL OPENINGS AND DETAILS

3/4" = 1'-0"

3CMU WALL INTERSECTIONS

3/4" = 1'-0"

5PLAN DETAIL - CMU WALL CONTROLJOINT

3/4" = 1'-0"

6ANCHOR BOLT EMBEDMENT-CMUNO SCALE

7BEAM BEARING PLATE PERPENDICULARTO WALL

3/4" = 1'-0"

8MASONRY WALL

1/2" = 1'-0"

9CMU WALL/HEADER SECTION

1 1/2" = 1'-0"

108" CMU IN-WALL CORNER PILASTER

1 1/2" = 1'-0"

13MASONRY HEADER DETAIL

3/4" = 1'-0"

12DRAG STRUT DETAIL 3/4" = 1'-0"

11BEAM BEARING PLATE PARALLEL TOWALL (DRAG LINE)

A

A

A

REVISIONS



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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY … · 2019-12-21 · 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