CONSTRUCTION DOCUMENTSrmp-public.ucsd.edu › fdc › Job Bids › 4917 ROBINSON BUILDING... · 2016-05-05 · wood veneer wall panels wood veneer wall panels glass wall cladding

ROBINSON BUILDING COMPLEX Project No.: 4917/A4L-400/962470 SCHOOL OF GLOBAL POLICY & STRATEGY (GPS) RENOVATION UNIVERSITY OF CALIFORNIA, SAN DIEGO

UCSD - FD&C Page 1 of 1

ADDENDUM NO. ONE TO THE CONSTRUCTION DOCUMENTS May 5, 2016 General:

The following changes, additions or deletions shall be made to the following documents; all other conditions shall remain the same. I. DRAWINGS Item#

1. Delete the following listed Sheets in their entirety and substitute with the attached revised sheets dated 05/05/16. Revised Sheets: A612, A613, A614, A615, A801, A903, S102, S103, and S104

LEVEL 2435' - 6"

09.26.01

09.26

10.61

09.63

LEVEL 2435' - 6"

09.7709.55

09.51

09.26

3DA801

3CA801

3CA801

3DA801

10.41

A61210

SIM

09.63

LEVEL 2435' - 6"

09.5109.77 09.5509.26 16A903

3CA801

3BA801

3DA801

10.52.023A

A801 09.63

3BA801

SIM

3DA801

O.H.

LEVEL 2435' - 6"

OPEN

09.5509.26.02 09.26.0116.5111.13.01

09.26

09.51

A90316 A903

14

A90316

09.632D

A801

2DA801

2BA801

2AA801

10A612

A90318

2FA801

2FA801 LEVEL 2

435' - 6"

A8012C

A8012A

09.51

09.55

16.51

2BA801

16.51

W2.2

EX

LEVEL 2435' - 6"

10.61

10.62

09.26.01

LEVEL 2435' - 6"

10.61

09.26.01

LEVEL 2435' - 6"

10.61

09.26.01

09.26

09.63

LEVEL 2435' - 6"

D C.7

09.26.01

10.11

09.63

09.26

LEVEL 2435' - 6"

C.7

10.61

09.26.01

INDICATES (E) OBJECTS TO REMAIN

ACOUSTIC FABRIC PANEL

WOOD PANEL

LEVEL 1424' - 0"

10.61

09.52

10.61

10.62

10.61

09.62

W4.3W4.3

LEVEL 1424' - 0"

12.51

09.26

10.61

09.63

LEVEL 1424' - 0"

09.26

W4.3

10' - 0" TYP

09.63

EQ EQ

LEVEL 1424' - 0"

09.26

12.35

15.41.01

12.35

LEVEL 1424' - 0"

2

10.61

10.62

09.26

LEVEL 1424' - 0"

EDC.7C

09.51

10.61

09.26

10.41

10.62

LEVEL 1424' - 0"

09.26

11.13.02

12.51

W4.3

10.61

09.63

09.51

A90316

SIM16.51

LEVEL 1424' - 0"

09.55

09.51

16.5116.51

2BA801

2AA801

2CA801

A90318

A90316

09.63

A61221

SIM

SIM

16.51

09.55

09.512BA801

2AA801

2CA801

A90318

A90316

09.63A612

21

7' - 4 3/4"

SIMSIM

4S103

TYP.

LEVEL 1424' - 0"

H G

01.92

12.49.1

09.52

09.51

09.26

11.13.02

12.51

09.63

A90316

SIM

09.55

21A612

7' - 4 3/4"

LEVEL 1424' - 0"

WOOD VENEER WALL PANELS

MOUNTING HARDWARE

SEE 6/S102 FORFRAMING, TYP.

RESILIENT WALL BASE

PTD. SHEATHING

LEVEL 1424' - 0"

H

12.49.1

09.5209.52

10.61

09.26

09.63

09.62

10.61

01.92 A90316

SIM

NO. C 9136

REN 9-30-15

LIC

ENSED ARCHITECT

STATE OF CA LIFORNIA

JOS

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ON -WOO

WO

GN

Date

Drawn By

Checked By

Project No.

All id

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JWD

AA

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H I T

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T U

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/ P

L A

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I N

G / I N

T E

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9210

1-1

606

Pho

ne (

61

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233

-67

77

Fax (

61

9)

237

-05

41

REVISIONS:

Scale

Proje

ct Na

me

4/28

/201

6 15

:11:

54

As indicated

A612

INTE

RIOR

EL E

V ATI

O NS

UNIV

ERSI

TY O

F CA

LIFO

RNIA

SAN

DIE

GO

ROBI

NSON

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LDIN

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04/18/20163239 | UCSD 4917

9500

GIL

MAN

DRI

VE, L

A JO

LLA,

CA

9209

3

SCHO

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1/4" = 1'-0"5 3213 - E

SHEET KEYNOTES01.92 (E) STOREFRONT SYSTEM TO REMAIN -

PROTECT AS REQ'D09.26 GYP. BOARD, TYP. - PAINTED09.26.01 GYP. BD. CEILING, TYP. - PAINTED09.26.02 (E) GYP. BD. CEILING - PATCH AS REQ'D,

PAINTED09.51 WOOD VENEER CEILING PANELS09.52 ACOUSTICAL CEILING PANEL09.55 WOOD VENEER WALL PANELS09.62 SOLID VINYL TILE FLOORING - SVT-209.63 RESILIENT WALL BASE09.77 GLASS WALL CLADDING SYSTEM10.11 WHITE BOARD - BY OTHERS10.41 INTERIOR ROOM SIGNAGE10.52.02 FIRE EXTINGUISHER CABINET - RELOCATED10.61 DEMOUNTABLE INTERIOR GLASS PARTITION

SYSTEM - BY OTHERS10.62 DEMOUNTABLE INTERIOR GLASS PARTITION

SYSTEM (DOOR) - BY OTHERS11.13.01 MEDIA MONITOR11.13.02 PROJECTOR SCREEN12.35 CASEWORK12.49.1 MANUALLY OPERATED SINGLE ROLLER SHADE12.51 FURNITURE - BY OTHERS15.41.01 PLUMBING FIXTURES16.51 LIGHT FIXTURE PER ELECTRICAL

1/4" = 1'-0"7 3200C - A 1/4" = 1'-0"8 3200C - B

1/4" = 1'-0"9 3200C - C 1/2" = 1'-0"10 CEILING/ WALL SECTION

1/4" = 1'-0"1 3213 - A 1/4" = 1'-0"2 3213 - B

1/4" = 1'-0"3 3213 - C 1/4" = 1'-0"4 3213 - D

1/4" = 1'-0"6 3213 - F

SHEET LEGEND

1/4" = 1'-0"11 OFFICE TYP. - ELEVATION 1 1/4" = 1'-0"12 OFFICE TYP. - ELEVATION 2 1/4" = 1'-0"13 OFFICE TYP. - ELEVATION 3

1/4" = 1'-0"15 3133 - ELEVATION 1

1/4" = 1'-0"16 3107 - ELEVATION 2

1/4" = 1'-0"22 3106 - ELEVATION 1 1/4" = 1'-0"23 3106 - ELEVATION 2

1/4" = 1'-0"19 3106B - SECTION 1 1/4" = 1'-0"20 3106B - SECTION 2

1/4" = 1'-0"17 3107 - ELEVATION 1 1/4" = 1'-0"18 3106B - ENLARGED PLAN

3" = 1'-0"21 3106B - DETAIL 1

NO. DESCRIPTION DATE1 ADDENDUM 1 4/26/16

1/4" = 1'-0"14 2 - d

1

5/5/16


ACOUSTIC FABRIC PANEL

WOOD PANEL

LEVEL 1B432' - 4"

10.11

09.26

09.63

09.26.02

LEVEL 1A435' - 0"

16A613

LEVEL 1B432' - 4"

12.49.209.81 09.26.0212.49.212.49.212.49.2 01.92

LEVEL 1B432' - 4"

10.11

09.63

09.26

LEVEL 1A435' - 0"

12.49.209.8110.41 09.26 09.26.02

09.63

LEVEL 1B432' - 4"

10.11

11.13.02

09.26.02

09.26

09.63

LEVEL 1A435' - 0"

09.81

09.26.02

09.63

LEVEL 1A435' - 0"

09.81

09.26.02

09.63

LEVEL 1A435' - 0"

09.81

09.26.02

09.63

LEVEL 1A435' - 0"

09.81 10.4109.2609.26.02

09.63

MOTOR OPERATED DOUBLEROLLER SHADES

(E) WALL/ SOFFIT TOREMAINMTL. FRAME PER DETAIL 3/S102

(E) SPANDREL GLASS

48" M

AX. A

.F.F

.TO

CON

TROL

S

SHADE BRACKET

REMOVABLE CLOSURE

(E) STOREFRONT SYSTEM TOREMAIN - PROTECT AS REQ'D

DRIVE CHAIN

SHADE CLOTH

1

(E) WALL/ SOFFIT TOREMAIN

FASCIA, FRONT & BACK, TYP.

(E) ALUMINUMSTOREFRONT SYSTEM TOREMAIN

CEILING PER RCP

MANUALLY OPERATED SINGLEROLLER SHADE

(E) GLAZING

CLOSURE

EXPOSED HEM BAR

WALL MOUNT ANGLE

SHADE CLOTH

DRIVE CHAIN

48" M

AX. A

.F.F

.TO

CON

TROL

S

SIM: SHADE SYSTEM RECESSED INCEILING, PER RCP

LEVEL 1A435' - 0"

09.77

11.13.01

16.51

09.55

09.51

09.26

05.71

A90314

A90318

3BA801

3CA801

2BA801

2DA801

2DA801

10A612

13A613

12A613

(E) WALL TO REMAIN

MTL. FRAME& MOUNTINGHARDWARE

PTD. SHEATHING


INTERIOR STAND-OFF SIGNAGE

A8012F

SIM

11A613


(E) WALL TO REMAIN

MTL. FRAME& MOUNTINGHARDWARE

INTERIOR STAND-OFF SIGNAGE

MTL. ANGLE TRIM



GLASS WALL CLADDING SYSTEM

MOUNTING HARDWARE

(E) WALL TO REMAIN

1/4"

A8012F

0' - 2"

MOUNTING HARDWARE

(E) WALL TO REMAIN

3/4" SHEATHING

MTL. TRIM

MTL. TRIM

< 2X2 X 18 GA BENT PLATE W/ #8SCREW @ 16" AT SPLICE, TYP.


< 2X2 X 18 GA BENT PLATE W/ #10X1"SCREW @ 16" TO (E) STUD

LEVEL 2435' - 6"

RESILIENT WALL BASE

SOLID VINYL TILE FLOORING -SVT-2

SOLID VINYL TILE FLOORING -SVT-2

RESILIENT TIERED PLATFORMTRANSITION

TIER STRUCTURE PER7/S104, TYP.

RESILIENT WALL BASE

LAP OVER BASE, TYP.

5" T

YP

H

(E) STOREFRONT SYSTEM TOREMAIN - PROTECT AS REQ'D

W4.3

FRAMING PERSTRUCTURAL

SEALANT, TYP.

PRE-FINISHED SHEETMETAL, TO MATCH (E)MULLION

NO. C 9136

REN 9-30-15

LIC

ENSED ARCHITECT


JOS

EPH

ON -WOO

WO

GN

Date

Drawn By

Checked By

Project No.

All id

eas,

desig

ns, a

rrang

emen

ts an

d plan

sind

icated

or re

pres

ented

by th

is dr

awing

are

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d by,

and t

he pr

oper

ty of

Jose

ph W

ong

Desig

n Ass

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es, a

nd w

ere c

reate

d,ev

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and d

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or us

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and i

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one

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ns, a

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plans

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be us

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AA

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H I T

E C

T U

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L A

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I N

G / I N

T E

R I O

R D

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I G

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Joseph W

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ssocia

tes

235

9 F

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Aven

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San D

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Ca

lifo

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9210

1-1

606

Pho

ne (

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Fax (

61

9)

237

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REVISIONS:

Scale

Proje

ct Na

me

4/28

/201

6 15

:12:

00

As indicated

A613

INTE

RIOR

EL E

V ATI

O NS

UNIV

ERSI

TY O

F CA

LIFO

RNIA

SAN

DIE

GO

ROBI

NSON

BUI

LDIN

G CO

MPL

EX

CheckerAuthor

04/18/20163239 | UCSD 4917

9500

GIL

MAN

DRI

VE, L

A JO

LLA,

CA

9209

3

SCHO

OL O

F GP

S - R

ENOV

ATIO

N

SHEET KEYNOTES01.92 (E) STOREFRONT SYSTEM TO REMAIN -

PROTECT AS REQ'D05.71 MTL. ANGLE TRIM09.26 GYP. BOARD, TYP. - PAINTED09.26.02 (E) GYP. BD. CEILING - PATCH AS REQ'D,

PAINTED09.51 WOOD VENEER CEILING PANELS09.55 WOOD VENEER WALL PANELS09.62 SOLID VINYL TILE FLOORING - SVT-209.63 RESILIENT WALL BASE09.66 RESILIENT TIERED PLATFORM TRANSITION09.77 GLASS WALL CLADDING SYSTEM09.81 ACOUSTIC WALL PANELS10.11 WHITE BOARD - BY OTHERS10.41 INTERIOR ROOM SIGNAGE10.42 INTERIOR STAND-OFF SIGNAGE11.13.01 MEDIA MONITOR11.13.02 PROJECTOR SCREEN12.49.1 MANUALLY OPERATED SINGLE ROLLER SHADE12.49.2 MOTOR OPERATED DOUBLE ROLLER SHADES16.51 LIGHT FIXTURE PER ELECTRICAL

SHEET LEGEND

1/4" = 1'-0"3 2101 - C 1/4" = 1'-0"4 2101 - D

1/4" = 1'-0"1 2101 - A

1/4" = 1'-0"9 2101 - J

1/4" = 1'-0"2 2101 - B

1/4" = 1'-0"8 2101 - H 1/4" = 1'-0"7 2101 - G

1/4" = 1'-0"6 2101 - F 1/4" = 1'-0"5 2101 - E

3" = 1'-0"16 DOUBLE ROLLER SHADE DETAIL 3" = 1'-0"15 SINGLE ROLLER SHADE DETAIL

1/4" = 1'-0"10 2116 - A 3" = 1'-0"11 STAND-OFF SIGNAGE

3" = 1'-0"12 STAND-OFF SIGNAGE

3" = 1'-0"13 WALL CORNER DETAIL

3" = 1'-0"14 WALL/ OPENING DETAIL

6" = 1'-0"17 TIER RISER TRANSITION, TYP.


3" = 1'-0"18 BLDG 3 - L1 - PLN (N) - WALL & SFNT

1

1

5/5/16


WALL TILE - PWT

WOOD PANEL

HDR

16.51

09.26

09.31

10.4109.26.01 09.26.0209.26

15.41.01

WR

MRR

15.41.01

MRR

09.26.01

09.31

09.26

2' - 0"

4' - 0

"

15.41.0115.41.01

MRR

09.26

09.31

10.15

09.26.01

4' - 0

"

2' - 0"

5CA801

5BA801

TYP

TYP

15.41.01

10.15

16.51

TSCDGBR

09.26.02

TSCD

10.1509.26

09.31

TPD

TSCD

3' - 6

" TY

P

5A801

09.26.02

09.26.01

09.26

09.31

09.32

TYP

16.51

HDRSNTD

MRR

15.41.01

09.26

09.31

09.26.01

09.26.01

WR

5AA801

SNTDHDRMRR

15.41.01

09.26.01

09.26

09.26.02

WR

09.31

2' - 0"

4' - 0

"

5AA801

5CA801

MRR

SND TPD

09.26.01

16.51

15.41.01

4' - 0

"

2' - 0"

09.26

09.31

09.32

GBR

10.15

15.41.01

09.31

09.26

09.26.01

09.26.02

TSCD

TPDSND

09.32

TSCD

09.26.01

3' - 6

" TY

P

5A801

09.26

09.31

09.26.02

TYP

09.26

09.31

15.41.01

GBR

TPD

MRR15.41.01

TSCD

SND

10.15

4' - 0

"

5' - 0"

5AA801 5A

A801

5BA801

5CA801

TYP TYP

09.26.01

16.51

09.26

09.31

5A801

TYP

09.31 09.26

HDR SNTDWR

TYP5C

A801

5BA801 TYP

09.26

16.5116.51

09.26.01

MRRSNTD

15.41.01

09.31

5AA801

MRR

09.31

09.26

5' - 0"

4' - 0

"

15.41.01

5CA801

5BA801

TYP

TYP09.26

09.31

5A801

TYP

5AA801

09.26

09.31

09.26

15.41.01

GBR

09.26.01

10.15

TSCD

TPD

5AA801

5AA801

09.26

16.51

09.26.01

16.51

15.41.01

09.31

GBRMRRTSCD

TPD

5AA801

09.26

09.31

HDR

WR

3' - 6

" TY

P

NO. C 9136

REN 9-30-15

LIC

ENSED ARCHITECT


JOS

EPH

ON -WOO

WO

GN

Date

Drawn By

Checked By

Project No.

All id

eas,

desig

ns, a

rrang

emen

ts an

d plan

sind

icated

or re

pres

ented

by th

is dr

awing

are

owne

d by,

and t

he pr

oper

ty of

Jose

ph W

ong

Desig

n Ass

ociat

es, a

nd w

ere c

reate

d,ev

olved

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ped f

or us

e on,

and i

nco

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tion w

ith, th

e spe

cified

proje

ct. N

one

of su

ch id

eas,

desig

ns, a

rrang

emen

ts or

plans

shall

be us

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ission

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s.

JWD

AA

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H I T

E C

T U

R E

/ P

L A

N N

I N

G / I N

T E

R I O

R D

E S

I G

N

Joseph W

ong D

esig

n A

ssocia

tes

235

9 F

ou

rth

Aven

ue

San D

iego,

Ca

lifo

rnia

9210

1-1

606

Pho

ne (

61

9)

233

-67

77

Fax (

61

9)

237

-05

41

REVISIONS:

Scale

Proje

ct Na

me

4/28

/201

6 15

:12:

03

1/4" = 1'-0"

A614

INTE

RIOR

EL E

V ATI

O NS

UNIV

ERSI

TY O

F CA

LIFO

RNIA

SAN

DIE

GO

ROBI

NSON

BUI

LDIN

G CO

MPL

EX

JWDAJWDA

04/18/20163239 | UCSD 4917

9500

GIL

MAN

DRI

VE, L

A JO

LLA,

CA

9209

3

SCHO

OL O

F GP

S - R

ENOV

ATIO

N

SHEET KEYNOTES09.26 GYP. BOARD, TYP. - PAINTED09.26.01 GYP. BD. CEILING, TYP. - PAINTED09.26.02 (E) GYP. BD. CEILING - PATCH AS REQ'D,

PAINTED09.31 PORCELAIN WALL TILE - WT09.32 PORCELAIN FLOOR TILE - FT10.15 COMPARTMENT PARTITIONS, SCREENS &

ACCESSORIES10.41 INTERIOR ROOM SIGNAGE15.41.01 PLUMBING FIXTURES16.51 LIGHT FIXTURE PER ELECTRICAL

SHEET LEGEND



1/4" = 1'-0"5 2109 - ELEVATION 5



1/4" = 1'-0"10 2110 - ELEVATION 5







1

1

1

1

15/5/16


WALL TILE - PWT

WOOD PANEL

15.41.01

09.26.01

TSCD

TPD

GBR

09.26

09.3109.26

09.26.01

15.41.01

TSCD

TPD

09.31

3' - 6

" TY

P

MRR

4' - 0

"

2' - 0"

5CA801

5BA801

15.41.01

HDR

MRR

WR

15.41.01

09.26

09.31

5A801

TYP

09.31

09.26

09.3109.26 08.11

WR 5AA801

09.26 15.41.0109.31

TSCD GBR

09.26.01 10.15

SND TPD

TSCD

09.26 09.3109.26.01

09.26

09.26.01

09.31

15.41.01

5AA801

09.3109.26 10.80 MRR SNTD15.41.01 09.26.01HDR

4' - 0

"

5' - 0"WR

3' - 6

" TY

P

5A801

TYP

5AA801

5AA801

5BA801

5CA801

TYP

TYP

09.26.01 10.15?09.31

5AA801

15.41.01

10.80

TPD

TSCD

GBR

15.41.01

HDR

4' - 0

"

5' - 0"

MRR

5AA801

5BA801

5CA801

TYP TYP

09.26

09.26.01

09.32

15.41.01

GBR

TPD

09.31

09.26.01 09.26 09.31

TSCD5

A801TYP

TSCD

09.31

09.26

09.26.01

15.41.013' - 6

" TY

P

TPD

NO. C 9136

REN 9-30-15

LIC

ENSED ARCHITECT


JOS

EPH

ON -WOO

WO

GN

Date

Drawn By

Checked By

Project No.

All id

eas,

desig

ns, a

rrang

emen

ts an

d plan

sind

icated

or re

pres

ented

by th

is dr

awing

are

owne

d by,

and t

he pr

oper

ty of

Jose

ph W

ong

Desig

n Ass

ociat

es, a

nd w

ere c

reate

d,ev

olved

and d

evelo

ped f

or us

e on,

and i

nco

nnec

tion w

ith, th

e spe

cified

proje

ct. N

one

of su

ch id

eas,

desig

ns, a

rrang

emen

ts or

plans

shall

be us

ed w

ithou

t the w

ritten

perm

ission

of Jo

seph

Won

g Des

ignAs

socia

tes. W

ritten

dime

nsion

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hese

draw

ings s

hall h

ave p

rece

denc

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r sca

leddim

ensio

ns. C

ontra

ctors

shall

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and b

ere

spon

sible

for al

l dim

ensio

ns an

dco

nditio

ns on

the j

ob, a

nd th

is off

ice m

ust b

eno

tified

of al

l var

iation

s fro

m the

dime

nsion

san

d con

dition

s sho

wn by

thes

e dra

wing

s.

JWD

AA

R C

H I T

E C

T U

R E

/ P

L A

N N

I N

G / I N

T E

R I O

R D

E S

I G

N

Joseph W

ong D

esig

n A

ssocia

tes

235

9 F

ou

rth

Aven

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San D

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Ca

lifo

rnia

9210

1-1

606

Pho

ne (

61

9)

233

-67

77

Fax (

61

9)

237

-05

41

REVISIONS:

Scale

Proje

ct Na

me

4/28

/201

6 15

:12:

08

1/4" = 1'-0"

A615

INTE

RIOR

EL E

V ATI

O NS

UNIV

ERSI

TY O

F CA

LIFO

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SAN

DIE

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ROBI

NSON

BUI

LDIN

G CO

MPL

EX

JWDAJWDA

04/18/20163239 | UCSD 4917

9500

GIL

MAN

DRI

VE, L

A JO

LLA,

CA

9209

3

SCHO

OL O

F GP

S - R

ENOV

ATIO

N

SHEET KEYNOTES08.11 DOOR PER SCHEDULE09.26 GYP. BOARD, TYP. - PAINTED09.26.01 GYP. BD. CEILING, TYP. - PAINTED09.31 PORCELAIN WALL TILE - WT09.32 PORCELAIN FLOOR TILE - FT10.15 COMPARTMENT PARTITIONS, SCREENS &

ACCESSORIES10.80 TOILET ROOM ACCESSORIES15.41.01 PLUMBING FIXTURES16.51 LIGHT FIXTURE PER ELECTRICAL

SHEET LEGEND

1/4" = 1'-0"1 3212 - ELEVATION 1


1/4" = 1'-0"4 3212 - ELEVATION 4



1/4" = 1'-0"9 3214 - ELEVATION 5



1/4" = 1'-0"14 3215 - ELEVATION 5


1

1

1

5/5/16

4" METAL STUDS FRAMING@ 16" O.C., SEESTRUCTURAL FOR GA.

5/8" TYPE "X" GYPSUMBOARD

INTERIOR

HEAD

PLAN

SILL

CONTINOUS SLOTTEDTRACK

1/2" DEPTH OF FIRE RATEDSEALANT (UL HW-D-0103)

FIRE RATED SEALANT, FULLTHICKNESS OF GYP. BOARDBOTH SIDES, MAX. 3/4" HIGHJOINT (UL BW-S-0001)

W1

INTERIOR

4" SOUND BATTINSULATION, FULLHEIGHT

FIRE DESIGN: U.L. - U419 1 HR FIRE RATING

MINERAL WOOLPACKING

LEVEL 2435' - 6"


MTL. FRAME

(E) WALL/ FLOOR TO REMAIN

MOUNTING HARDWARE

W2

W2.1WVWP /3/4" SHEATHING

7/8" 3/8"W2.2

WVWP /3/4" SHEATHING /

4" MTL STUD

W2.3WVWP /

3/4" SHEATHING /4" MTL STUD /

3/4" SHEATHING /WVWP

RESILIENT WALL BASE


WOOD VENEER CEILING PANELS

(E) WALL TO REMAIN

MOUNTING HARDWARE

MTL. FRAME, TYP.1/4"

1/4"

MTL. FRAME, TYP.


(E) WALL TO REMAIN

LIGHT FIXTURE PER ELECTRICAL

FIRE RATED WALL ASSEMBLYPER WALL TYPE

EZ-PATH RATED PATHWAY, TYP.(UL 1479)

MEDIA MONITOR


(E) WALL TO REMAIN

MTL. FRAME& MNTGHARDWARE

PTD. BACKING ASREQ'D

MTL. ANGLE TRIM

FIRE RATED WALL ASSEMBLYPER WALL TYPE

(UL W-L-1054)

MAX. 6" DIA. STEEL OR IRONPIPE, COPPER PIPE OR TUBE,STEEL CONDUIT OR MAX. 4" DIA.EMT.

INTUMESCENT FIRESTOPSEALANT MIN. 5/8" THICK, TYP.

EXISTING 1HR RATEDFLOOR ASSEMBLY

(UL C-AJ-1150)

MAX. 6" DIA. STEEL OR IRONPIPE, COPPER PIPE ORTUBE, STEEL CONDUIT ORMAX. 4" DIA. EMT.

INTUMESCENT FIRESTOPSEALANT MIN

MIN. 4" THICKNESS OF 4.0PCF MINERAL WOOLPACKING

3/8"


MOUNTING HARDWARE

(E) WALL TO REMAIN

3/4' SHEATHING

3/8"


MOUNTING HARDWARE

(E) WALL TO REMAIN

3/4" SHEATHING

MOUNTING HARDWARE

(E) WALL TO REMAIN

3/4" SHEATHING



MTL. ANGLE TRIM

THINSET PORCELAIN TILEWALL FINISH

5/8" PTD. GYPSUM BOARDSHEATHING

FRAMING - WALL PERPLAN

METAL EDGE TRIM

TILE BACKER SHEATHINGAT ALL TILE LOCATIONS

W5

W5.3

W5.2

GYP BRD. (ABOVE) /TILE (BELOW) /

5/8" TILE BACKER BRD. /6" MTL STUD /

GYP BRD.

(N) GYP BRD. (ABOVE) /(N) TILE (BELOW) /

(N) 5/8” TILE BACKER BRD. /(E) FRAMING AND/OR FINISH

W5.0

GYP BRD. (ABOVE) /TILE (BELOW) /

5/8" TILE BACKER BRD. /3 5/8" MTL STUD

W5.1

GYP BRD. (ABOVE) & TILE (BELOW) /5/8" TILE BACKER /3 5/8" MTL STUD /

5/8" TILE BACKER /GYP BRD. (ABOVE) & TILE (BELOW)

SIM: NO TILE OPPOSITE SIDE

THINSET PORCELAIN TILEFLOOR FINISH

(E) FLOOR DECK

LEVEL 2435' - 6"

3/8"

MOUNTING HARDWARE

(E) WALL TO REMAIN

3/4' SHEATHING


W3

RESILIENT WALL BASE

METAL STUDS FRAMING @16" O.C., SEE STRUCTURALFOR GA.

5/8" GYPSUMBOARD

INTERIOR

HEAD

PLAN

SILL

CONTINOUS SLOTTEDTRACK

SEALANT, BOARDBOTH SIDES, MAX.3/4" HIGH JOINT

W4

INTERIOR

SOUND BATT INSULATION,FULL HEIGHT

W4.3

GYP BOARD /2 1/2" MTL STUD

W4.2GYP BOARD /3 5/8" MTL STUD

W4.1

GYP BOARD /3 5/8" MTL STUD / GYP.

BOARD

MTL. ANGLE

1/4"

WALL PER PLAN

MOUNTINGHARDWARE

ALIGN


SIM: ADJACENTWALL/ FINISH

1/4"

1/4"

(E) WALL TO REMAIN

MTL. FRAME& MNTGHARDWARE


MTL. ANGLE TRIM


THINSET PORCELAIN TILEWALL FINISH

FRAMING - WALL PERPLAN

TILE BACKER SHEATHINGAT ALL TILE LOCATIONS

LAP OVER TILE

ACCESSORIES, TYP.

PTD. GYP. BOARD

PTD. WOOD SHIM, MATCHTHICKNESS OF TILE

FRAMING/ BACKING

MTL. TRIM AND TILE(BELOW)

ACCESSORIES, TYP.

PTD. GYP. BOARD

PTD. WOOD SHIM, MATCHTHICKNESS OF TILE

MTL. TRIM AND TILE

NO. C 9136

REN 9-30-15

LIC

ENSED ARCHITECT


JOS

EPH

ON -WOO

WO

GN

Date

Drawn By

Checked By

Project No.

All id

eas,

desig

ns, a

rrang

emen

ts an

d plan

sind

icated

or re

pres

ented

by th

is dr

awing

are

owne

d by,

and t

he pr

oper

ty of

Jose

ph W

ong

Desig

n Ass

ociat

es, a

nd w

ere c

reate

d,ev

olved

and d

evelo

ped f

or us

e on,

and i

nco

nnec

tion w

ith, th

e spe

cified

proje

ct. N

one

of su

ch id

eas,

desig

ns, a

rrang

emen

ts or

plans

shall

be us

ed w

ithou

t the w

ritten

perm

ission

of Jo

seph

Won

g Des

ignAs

socia

tes. W

ritten

dime

nsion

s on t

hese

draw

ings s

hall h

ave p

rece

denc

e ove

r sca

leddim

ensio

ns. C

ontra

ctors

shall

verify

and b

ere

spon

sible

for al

l dim

ensio

ns an

dco

nditio

ns on

the j

ob, a

nd th

is off

ice m

ust b

eno

tified

of al

l var

iation

s fro

m the

dime

nsion

san

d con

dition

s sho

wn by

thes

e dra

wing

s.

JWD

AA

R C

H I T

E C

T U

R E

/ P

L A

N N

I N

G / I N

T E

R I O

R D

E S

I G

N

Joseph W

ong D

esig

n A

ssocia

tes

235

9 F

ou

rth

Aven

ue

San D

iego,

Ca

lifo

rnia

9210

1-1

606

Pho

ne (

61

9)

233

-67

77

Fax (

61

9)

237

-05

41

REVISIONS:

Scale

Proje

ct Na

me

4/28

/201

6 15

:12:

12

3" = 1'-0"

A801

WAL

L TY

P ES ,

FIR

E RA

TED

A SS E

MB L

I ES

UNIV

ERSI

TY O

F CA

LIFO

RNIA

SAN

DIE

GO

ROBI

NSON

BUI

LDIN

G CO

MPL

EX

JWDAJWDA

04/18/20163239 | UCSD 4917

9500

GIL

MAN

DRI

VE, L

A JO

LLA,

CA

9209

3

SCHO

OL O

F GP

S - R

ENOV

ATIO

N

3" = 1'-0"1 - 1-HR FIRE RATED PARTITION

3" = 1'-0"2 - WOOD VENEER WALL PANEL

2C - HEAD

2B - PLAN

3" = 1'-0"11 - CABLE TRAY PENETRATION AT 1 HR RATED WALL

2D - TRIM HEAD/ JAMB DTL.

3" = 1'-0"AT 1 HR RATED WALL

3" = 1'-0"AT 1 HR RATED FLOOR

A. PIPES, CONDUITS, ETC. PASSING THROUGH RATED WALLS, FLOORS, ROOFS, ETC.SHALL BE FIRE-STOPPED WITH A UL LISTED FIRE STOP SEALANT IN ACCORDANCEWITH THE APPROVED UL LISTED SYSTEM.

B. DOOR OPENINGS SHALL BE PROTECTED BY A UL LISTED (OR EQUAL) DOOR ANDDOOR FRAME. ALL RATED DOORS SHALL BE POSITIVE LATCHING, AUTOMATICCLOSING AND GASKETED TO PREVENT PASSAGE OF SMOKE.

C. MECHANICAL AIR DUCTS PASSING THROUGH RATED CONSTRUCTION SHALL BEPROTECTED BY CALIF. STATE FIRE MARSHAL APPROVED FIRE DAMPERS,INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES PRINTEDINSTRUCTIONS. PROVIDE ACCESS PANELS WHERE REQUIRED TO RESET / TESTUNITS. ASSEMBLIES INCLUDING SLEEVES SHALL BE APPROVED ALSO BY THELOCAL BUILDING OFFICIAL PRIOR TO INSTALLATION.

D. ALL PENETRATIONS IN RATED WALLS OVER 16 SQ. INCHES SHALL BEBACKWRAPPED WITH 5/8" TYPE 'X' GYP. BOARD. WHERE PENETRATIONS OCCURON OPPOSITE SIDES OF THE WALL, SEPARATE SUCH PENETRATIONS BY MINIMUMOF 24". UNPROTECTED PENETRATIONS (UNDER 16 SQ. IN.) SHALL NOT EXCEED 100SQ IN. TOTAL FOR EACH 100 SQ. FT. OF WALL.

PENETRATIONS THROUGH RATEDASSEMBLIES:1. ALL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE-STOPPED BY ONEOF THE FOLLOWING MEANS:

3C - HEAD/ JAMB DETAIL

3B - JOINT DETAIL3D - CORNER DETIAL

2A - BASE

3" = 1'-0"5 - WALL TILE / TRIM

3" = 1'-0"GLASS WALL CLADDING SYSTEM - SILL DETAIL

3A - BASE

10 - TYP. PIPE PENETRATION9 - TYP. PIPE PENETRATION

3" = 1'-0"4 - NON-RATED PARTITION

2E - CORNER DTL - A 2F - CORNER DTL - B


5A - WALL TILE PLAN 5B - PLAN AT ACCESSORIES

5C - SECT. AT ACCESSORIES

1

5/5/16

12 GA. HANGER WIRE, 3 TIGHT TURNS.10 OR 12 GA. BRACING WIRE; 4 TIGHT TURNS AT BOTH ENDS

OF WIRE, TYPICAL

12 GAUGE WIRE, TYPICAL - 12 GA. WIRE SHALL BE 0.106INCHES IN DIAMETER CONFORMING TO ASTM A641. 12

GA. WIRE SHALL BE SOFT ANNEALED, GALVANIZED STEELWIRE WITH A CLASS 1 COATING.

1-1/

2" M

AX

NOTE:HANGER OR BRACING WIRE ANCHORS TOTHE STRUCTURE AND SHOULD BE INSTALLEDIN SUCH A MANNER THAT THE DIRECTION OFTHE ANCHOR ALIGNS AS CLOSELY ASPOSSIBLE WITH THE DIRECTION OF THEWIRE.

COMPRESSION STRUT

CROSS RUNNER

(4) 12 GA. BRACING WIRE AT EA.COMPRESSION STRUT W/ MIN. 4 TIGHTTURNS IN 1-1/2" BOTH ENDS OF WIRECONNECT TO MAIN RUNNER

12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY (4' OC. AT MAIN RUNNER)MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTHENDS (TYPICAL)

2" (MAX) FROM BRACING WIRES TOCOMPRESSION STRUT AND CROSS

RUNNER

COMPRESSION STRUTS:COMPRESSION STRUTS SHALL NOT REPLACE HANGER WIRES. MAXIMUM KL/RRATIO OF 200 OR LESS. ATTACH COMPRESSION STRUTS TO MAIN RUNNERSWITHIN TWO (2) INCHES OF CROSS RUNNER. THE ATTACHMENT AT THE TOPSHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THESTRUT.

MAIN RUNNER

4'-0" O.C.8" MAX

4'-0" O.C.

8" MAX4'-0"OR LESS

WALL SLIP

2" LEDGER ANGLE

ACCEPTABLE EXITWAY DETAILS

2" STANDARD LEDGER ANGLE- CONNECT TOSTRUCTURE, NOT FINISH

RUNNER SPLICE

POP RIVET

TYP. HANGER WIRE AT 4'-0" WITH ONE PAIR OF BRACINGWIRES PARALLEL TO WALL AT 12'-0" O.C. SEE SECTIONS

1.9, 1.10 AND 1.11

CONTINUOUS MAIN RUNNERS(SPLICE ALL JOINTS)

POP RIVET

TYP. SPLICE

HANGER WIRE, TYP.

A

SLIP JOINT AT EXITWAYS INTERSECTION OR EXPANSION JOINTFOR CEILING AREA OVER 2500 SQ. FT.

B

1" CLR. SLIP JOINT

TYPICALHANGER

WIRE

1" OVERLAP

RIVET

COVER PLATE

SEE DETAIL8 / A913

3/4" CLR. MIN.

POP RIVET

SEE DETAIL8 / A913

CONNECTED WALL

CROSS RUNNER OR MAIN RUNNER

HANGER WIRE, TYP.

12'-0

"NT

S4'-

0"NT

S

4'-0"NTS

8" MIN.

#12 GAUGE MIN.HANGER WIRE @ 48" O.C. MAX.EACHWAY (MAXIMUM 16 SQUARE FEET SUPPORTED AREA)OR METAL STUD COMPRESSION STRUT, ATTACHED TOSTRUCTURE ABOVE; PROVIDE STRUT AT EACHBRACING ASSEMBLY, TYPICAL.

SCHEMATIC SUSPENDED LAY-IN PANEL CEILING FRAMING PLAN

BRACING ASSEMBLY PER 5A913

ATTACHED (OR FIXED) EDGE

FREE EDGE

FRE

E E

DG

E

ATT

ACH

ED (O

R F

IXE

D) E

DG

E8

A913

8A913

8A913

8A913

MAIN RUNNERS

CR

OSS

RU

NN

ER

S

MAX.45.00°

SCHEMATIC SECTION

METAL T GRIDSUSPENSION SYSTEM

ACOUSTIC CEILING TILE

BLOCKINGBETWEEN STUDS

METAL STUD COMPRESSION STRUT, ATTACHTO STRUCTURE ABOVE; PROVIDE STRUT AT

EACH BRACING ASSEMBLY PER DETAIL5/A913

INTERIOR STUD WALL PER PLAN AND WALLSCHEDULE

A9038

PROVIDE R-19 BATTINSULATION AT ROOM 118.4

6" MAX.

CROSS METAL RUNNER

MAIN METAL RUNNER

SUSPENDED LIGHT FIXTUREATTACHED TO CEILING GRID TO

RESIST HORIZONTAL FORCE EQUALTO WEIGHT OF FIXTURE WITH

SCREWS

#12 STEEL WIRE HANGERS,ATTACH TO PERMANENT

STRUCTURE, TYPICAL 6 PLACES

8" MAXOR NOTE 1 BELOW

ALTERNATE STRUT LOCATION WITHOUT NAIL.NOTCHING PERMITTED ONLY AT RUNNER.

NOTES:1. 1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LESS.2. NAILS AT THE END OF HORIZONTAL STRUTS ARE TO BE PLACED

WITH NAIL HEAD TOWARD CENTERLINE OF SPAN OF STRUT.3. HANGER WIRE NOT REQUIRED FOR CROSS RUNNERS LESS THAN

8" LONG BETWEEN MAIN RUNNER AND WALL.

SLOTTED ANGLE STRUT W/ HORIZ. 6DRINGSHANK NAIL - SEE NOTE 2 BELOW

WALL ANGLE

POP RIVET SEE SECTION 1.5

HANGER WIRE - SEE NOTE 3 BELOW

3/4"

MIN. 3 TIGHT TURNS IN 1-1/2" MAX.

8" MAXOR NOTE 1 BELOW

MAIN RUNNER OR CROSSRUNNER

ACOUSTICAL PANEL

(A) HORIZONTAL STRUT - TYPICAL (SEE SECTION 1.7)

3 TIGHT TURNS IN 1-1/2" MAX.

ACOUSTIC PANEL

(B) TYPICAL HANGER WIRE TO GRID

12 GA. HANGER WIRE

CROSS RUNNER

MAIN RUNNER

FIXED FREE

METAL STUD BRACE AT 48" O.C.

BRACING CONNECTION TOCONCRETE SLAB PERSTRUCTURAL DRAWINGSEE 3/S102

1 MAX.

1

(E) CEILING TO REMAIN

(N) SUSPENDED ACOUSTICAL GRID PANEL

TYP.2"

(N) CEILING HEIGHT PER CEILING PLAN ANDFINISH SCHEDULE

(N) CEILING HEIGHT PER CEILINGPLAN AND FINISH SCHEDULE

AXIOM TRIM

(E) GYP. BOARD WALLSIM: (N) GYP. BD. WALL

(N) SUSPENDED ACOUSTICAL GRID PANEL

(E) CEILING TO REMAIN

1/4"

ALIG

N


GYP. BD. CEILING, TYP. - PAINTED

TYP

0' - 2

"

MTL. FRAMING, TYP.

WOOD CEILING TILE

AXION TRIM, TYP.

SUSPENSION CABLE

ACCOUSTIC CEILING TILE

A - AT GYP. BOARD CEILING

B - AT ACC. TILE CEILING

SUSPENSION CABLE

AXION TRIM, TYP.





MIN.1/4"

SUSPENSION SYSTEM

1-1/2" 16 GA. COLD ROLLED CHANNEL UP TO A 4'-0" SPAN OR (2) 1-1/2" 16 GA. COLD ROLLEDCHANNELS BACK TO BACK (SEE FIG. A) W/ #10S.M.S. @ 16" O.C. FOR SPANS UP TO 8'.

BACK TO BACK CONDITION: #10 S.M.S.(2) C.R.C

NO. C 9136

REN 9-30-15

LIC

ENSED ARCHITECT


JOS

EPH

ON -WOO

WO

GN

Date

Drawn By

Checked By

Project No.

All id

eas,

desig

ns, a

rrang

emen

ts an

d plan

sind

icated

or re

pres

ented

by th

is dr

awing

are

owne

d by,

and t

he pr

oper

ty of

Jose

ph W

ong

Desig

n Ass

ociat

es, a

nd w

ere c

reate

d,ev

olved

and d

evelo

ped f

or us

e on,

and i

nco

nnec

tion w

ith, th

e spe

cified

proje

ct. N

one

of su

ch id

eas,

desig

ns, a

rrang

emen

ts or

plans

shall

be us

ed w

ithou

t the w

ritten

perm

ission

of Jo

seph

Won

g Des

ignAs

socia

tes. W

ritten

dime

nsion

s on t

hese

draw

ings s

hall h

ave p

rece

denc

e ove

r sca

leddim

ensio

ns. C

ontra

ctors

shall

verify

and b

ere

spon

sible

for al

l dim

ensio

ns an

dco

nditio

ns on

the j

ob, a

nd th

is off

ice m

ust b

eno

tified

of al

l var

iation

s fro

m the

dime

nsion

san

d con

dition

s sho

wn by

thes

e dra

wing

s.

JWD

AA

R C

H I T

E C

T U

R E

/ P

L A

N N

I N

G / I N

T E

R I O

R D

E S

I G

N

Joseph W

ong D

esig

n A

ssocia

tes

235

9 F

ou

rth

Aven

ue

San D

iego,

Ca

lifo

rnia

9210

1-1

606

Pho

ne (

61

9)

233

-67

77

Fax (

61

9)

237

-05

41

REVISIONS:

Scale

Proje

ct Na

me

4/28

/201

6 15

:12:

31

As indicated

A903

CEIL

ING

D ET A

I LS

UNIV

ERSI

TY O

F CA

LIFO

RNIA

SAN

DIE

GO

ROBI

NSON

BUI

LDIN

G CO

MPL

EX

JWDAJWDA

04/18/20163239 | UCSD 4917

9500

GIL

MAN

DRI

VE, L

A JO

LLA,

CA

9209

3

SCHO

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6" = 1'-0"9 TYPICAL WIRE TWIST DETAIL 3/8" = 1'-0"5 SUSPENDED CEILING BRACING ASSEMBLY

3" = 1'-0"12 SLIP JOINTS

3" = 1'-0"6 SCHEMATIC LAY-IN PANEL CEILING SEISMIC RESTRAINT

3" = 1'-0"17 TILE CEILING TO WALL

3" = 1'-0"10 LIGHT FIXTURE SEISMIC RESTRAINT

1. GENERAL REQUIREMENTS: THE FOLLOWING REQUIREMENTS APPLY TO CEILING SYSTEMS WHOSETOTAL WEIGHT, INCLUDING CEILING MOUNTED AIR TERMINALS, SERVICES AND LIGHT FIXTURES,DOES NOT EXCEED FOUR (4) PSF. HEAVIER SYSTEMS, AND THOSE SUPPORTING LATERAL LOADSFROM PARTITIONS, WILL REQUIRE SPECIAL DESIGN DETAILS.

1.1 #12 GAGE WIRE SHALL BE 0.106 INCHES IN DIAMETER CONFORMING TO ASTM A641. #12 GAGE WIRESHALL BE SOFT ANNEALED, GALVANIZED STEEL WIRE WITH A CLASS 1 COATING.

1.2 #12 GAGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4 FT. BY 4 FT. GRID SPACINGAND SHALL BE ATTACHED TO MAIN RUNNERS.

1.3 PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT(8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE,WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. SEE DETAIL 8/A913. PERIMETERWIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.

1.4 PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TOTYPICAL HANGER SPACING. SEE DET 9/A914. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACESAS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THATARE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB ARE TO HAVE COUNTER-SLOPINGWIRES.

1.5 CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS PER ASCE 7-05,SECTION 13.5.6.2(B). CEILING GRID MEMBERS SHALL BE AT LEAST 3/4 INCH CLEAR OF OTHER WALLS.IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSSRUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4 INCH CLEAR OF WALL.

1.6 THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES.1.7 AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED

TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE ENDTO PREVENT LATERAL SPREADING. A METAL STRUT OR A #16 GAGE WIRE WITH A POSITIVEMECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCEFROM THE WALL TO THE FIRST PARALLEL RUNNER IS 8 INCHES OR LESS, THIS INTERLOCK IS NOTREQUIRED.

1.8 EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND ATJUNCTIONS OF CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS. SEE DETAIL 12B / A913.

1.9 PROVIDE LATERAL-FORCE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT ANDFOUR (4) #12 GAGE SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER (SEEDETAIL 5 / A913).

1.10 PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN ONE HALF (1/2) THE CALCULATEDSPACING IN EACH DIRECTION FROM EACH PERIMETER WALL AND AT THE EDGES OF ANY CHANGE INELEVATION OF THE CEILING.

1.10a BRACING ASSEMBLIES SHALL BE SPACED AT A MAXIMUM OF 12 FEET BY 12 FEET ON CENTERS FORSCHOOL BUILDINGS AND 8 FEET BY 12 FEET ON CENTERS FOR ESSENTIAL SERVICES BUILDINGS.

1.10b THE MAXIMUM SLENDERNESS RATIO (KL/R) OF THE COMPRESSION STRUT SHALL BE 200 OR LESS.1.11 THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING

AND WIRES SHALL BE TAUT. SPLICES IN WIRES ARE NOT PERMITTED WITHOUT SPECIAL DSAAPPROVAL.

1.12 COMPRESSION STRUTS SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB.1.13 SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS,

AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 SQUAREFEET OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE ORWALLS INDEPENDENTLY BRACED ABOVE CEILING TO STRUCTURE ABOVE, DO NOT REQUIREBRACING ASSEMBLIES WHEN ATTACHED TO TWO ADJACENT WALLS.

1.14 FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET A SEISMIC SEPARATION JOINT SHALL BEPROVIDED IN ACCORDANCE WITH DETAIL 12A / A9.13 TO DIVIDE THE CEILING INTO AREAS NOTEXCEEDING 2500 SQUARE FEET. ALTERNATIVELY, STRUCTURAL ANALYSIS SHALL BE PERFORMED TODEMONSTRATE COMPLIANCE WITH ASTM E580-08 SECTION 5.2.9.

1.15 PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THATARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO(2) INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREEMOVEMENT OF ONE (1) INCH IN ALL HORIZZONTAL DIRECTIONS. ALTERNATIVELY, PER ASTM E580SECTION 5.2.8.8, A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE 1 INCH OF CEILINGMOVEMENT SHALL BE PERMITTED TO BE USED IN LIE OF THE OVERSIZED RING, SLEEVE ORADAPTER.

1.16 FASTEN #12 HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS IN 3 INCHES. HANGERWIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICALMOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS (SEE ASTM E580, SECTION5.2.7.2).FASTEN #10 OR #12 BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNSWITHIN A DISTANCE OF 1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURESHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS ASCLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. NOTE: WIRE TURNS MADE BY MACHINEWHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2 INCHREQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT ASPOSSIBLE.

1.17 SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALLUNBRACED DUCTS, PIPES, CONDUIT, ETC.

1.18 WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCEDCONCRETE FOR HANGER WIRES, 1 OUT OF 10 WIRE/ANCHOR ASSEMBLIES MUST BE FIELD TESTEDFOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES,1 OUT OF 2 WIRE/ANCHOR ASSEMBLIES MUST BE FIELD TESTED FOR 440 LBS. IN TENSION IN THEDIRECTION OF THE WIRE. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACINGWIRES. NOTE: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL DSA APPROVAL PRIOR TO USEIN PRESTRESSED CONCRETE.

1.19 ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS, TO THE CEILING GRIDRUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS ORAPPROVED FASTENERS ARE REQUIRED.

1.20 FLUSH OR RECESSED LIGHT FIXTURES, WEIGHING LESS THAN 56 LBS. AND MECHANICAL TERMINALSAND SERVICES, WEIGHING LESS THAN 20 LBS., MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OFA HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO (2) #12 GAGESLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THESTRUCTURE ABOVE. ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACHCORNER.ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS. OR MORE AND MECHANICALTERMINALS AND SERVICES, WEIGHING 20 LBS. OR MORE, MUST BE INDEPENDENTLY SUPPORTED BYNOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES, EACH ATTACHED TO THE FIXTURE AND TO THESTRUCTURE ABOVE.THE FOUR (4) TAUT #12 GAGE WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE,MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT.FLUSH OR RECESSED LIGHT FIXTURES, WEIGHING LESS THAN 56 LBS. AND MECHANICAL TERMINALSAND SERVICES, WEIGHING LESS THAN 20 LBS., MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OFA HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO (2) #12 GAGESLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THESTRUCTURE ABOVE. ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACHCORNER.ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS. OR MORE AND MECHANICALTERMINALS AND SERVICES, WEIGHING 20 LBS. OR MORE, MUST BE INDEPENDENTLY SUPPORTED BYNOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES, EACH ATTACHED TO THE FIXTURE AND TO THESTRUCTURE ABOVE.THE FOUR (4) TAUT #12 GAGE WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE,MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT.

1.21 SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICHSURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTUREABOVE BY A #12 GAGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARENOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT. OR LONGER.MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED 8 FEET.

1.22 SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITHHANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OFSUPPORTING TWO (2) TIMES THE WEIGHT OF THE FIXTURE. A BRACING ASSEMBLY, PER DETAIL 5 /A913, IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING. SPECIAL DETAILSARE REQUIRED TO ATTACH THE PENDANT HANGER TO THE BRACING ASSEMBLY TO TRANSMITHORIZONTAL FORCE. IF THE PENDANT MOUNTED LIGHT FIXTURE IS DIRECTLY AND INDEPENDENTLYBRACED BELOW THE CEILING, I.E. AIRCRAFT CABLES TO WALLS, THEN BRACE ASSEMBLY IS NOTREQUIRED ABOVE THE CEILING. SEE IR 16-9 FOR ADDITIONAL REQUIREMENT FOR PENDENTMOUNTED FIXTURES.

1.23 THE CEILING GRID SYSTEM MUST BE RATED AS HEAVY DUTY AS DEFINED BY ASTM C635.1.24 METAL PANELS AND PANELS WEIGHING MORE THAN 1/2 PSF, OTHER THAN MINERAL FIBER

ACOUSTICAL TILE, ARE TO BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION RUNNERS.1.25 ALL LIGHT-WEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, SPEAKERS, ETC., SHALL BE

ATTACHED TO THE CEILING GRID PER SECTION 7.1 OF IR. IN ADDITION, DEVICES WEIGHING MORETHAN 10 LBS SHALL HAVE A #12 SLACK SAFETY WIRE ANCHORED TO THE STRUCTURE ABOVE.DEVICES WEIGHING MORE THAT 20 LBS SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE PERSECTION 7.3 OF IR.

3" = 1'-0"8 CEILING HANGER DETAILS

METAL SUSPENSION SYSTEMS FOR LAY-IN PANEL CEILINGS

NOTE: SEE ALSO DSA IR 25-2.10 METAL SUSP. SYSTEMS FOR LAY-IN PANEL CEILINGS.

3" = 1'-0"13 WALL BRACING TO SLAB

3" = 1'-0"15 GYPSUM / ACOUSTICAL SOFFIT

3" = 1'-0"16 GYPSUM / ACOUSTICAL SOFFIT

3" = 1'-0"14 CEILING TRANSITION DETAIL 3" = 1'-0"18 CEILING/ WALL DETAIL

12" = 1'-0"19 TRAPEZE DETAIL


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CONSTRUCTION DOCUMENTSrmp-public.ucsd.edu › fdc › Job Bids › 4917 ROBINSON BUILDING... · 2016-05-05 · wood veneer wall panels wood veneer wall panels glass wall cladding