SBS1RedirectedFolderswmitchellDesktopRevit Local FilesCity Hall … 1 sheets.pdf · 2017. 1. 7. ·...

UP

UP

UP

UP

UP

D D

E E

F F

G G

H H

3

3

4

4

5

5

5.6

5.6

6

6

7

7

7.4

7.4

8

8

9

9

10

10

C C

B B

A A

I I

J J

K K

2

2

1

1

4.1

4.1

4.2

4.2

5.1

5.1

7.5

7.5

8.1

8.1

8.2

8.2

11

11

12

12

2.1

2.1

10.1

10.1

02 41 00.D11

02 41 00.D15

02 41 00.D14

02 41 00.B28

02 41 00.D14

02 41 00.D14

02 41 00.D20

02 41 00.D20

02 41 00.D2002 41 00.D20

02 41 00.D20

02 41 00.D20

02 41 00.D14

02 41 00.D2002 41 00.D14

02 41 00.D20

02 41 00.D14

02 41 00.D14

02 41 00.B28

02 41 00.D3602 41 00.D36

02 41 00.E2102 41 00.E21

02 41 00.E8

02 41 00.E8

02 41 00.E8

02 41 00.B26

02 41 00.B28

HATCHED AREAINDICATESBOT. OF (E)MECHANICALPLATFORM -HT. +10'-10"

02 41 00.B27

02 41 00.D35

02 41 00.B20

02 41 00.E1402 41 00.E14

TYP.

TYP.

02 41 00.B2002 41 00.B20

TYP.02 41 00.E1402 41 00.E14

TYP.

02 41 00.D15

02 41 00.E15TYP.

02 41 00.E15

TYP.02 41 00.B2002 41 00.B20

TYP.

02 41 00.D15

02 41 00.D14

02 41 00.E1602 41 00.E16

02 41 00.B26

02 41 00.D20

NOT IN SCOPE OF WORK


02 41 00.B20

02 41 00.D14

02 41 00.B2002 41 00.B20

02 41 00.D3502 41 00.D35

02 41 00.E1402 41 00.E14

TYP.

TYP.

TYP.

02 41 00.D14

02 41 00.B37

02 41 00.D20

02 41 00.E38

02 41 00.D11

02 41 00.D16

02 41 00.D20

02 41 00.D3502 41 00.D35

02 41 00.D28

02 41 00.E11

02 41 00.A34

02 41 00.D3502 41 00.D35

02 41 00.E1402 41 00.E14

02 41 00.D3502 41 00.D35

TYP.

TYP.

TYP.

02 41 00.D3502 41 00.D35

TYP.02 41 00.E1402 41 00.E14

7'-1

"5'-0"

9"

02 41 00.D11

02 41 00.B38

02 41 00.E34

02 41 00.D36

02 41 00.D11

02 41 00.E902 41 00.E9

02 41 00.B38

02 41 00.B22

02 41 00.D35

02 41 00.D3502 41 00.D35

TYP.

02 41 00.E1402 41 00.E14

TYP.

02 41 00.E1402 41 00.E14

TYP.02 41 00.C2

TYP.

02 41 00.D20

TYP.

9"4'-0"

9'-1

0"

02 41 00.B4802 41 00.B48

03 54 00.A503 54 00.A5

03 54 00.A5

02 41 00.D35TYP.

02 41 00.D3502 41 00.D35TYP.

02 41 00.D3502 41 00.D35

TYP.02 41 00.D3502 41 00.D35

TYP.

TYP.02 41 00.D3502 41 00.D35

26'-0"

4'-11

"34

'-3"

20'-0"

10'-6"

02 41 00.D3502 41 00.D35

02 41 00.D3502 41 00.D35

02 41 00.D3502 41 00.D35

TYP.

TYP.

TYP.

1

LEGENDEXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WALL TO BE REMOVED

EXISTING DOOR TO BE REMOVED


AREA OF (E) CONCRETE TO BE COVERED WITHLEVELING COMPOUND TO PREPARE SURFACEFOR FLOORING

1. CONTRACTOR SHALL NOT CUT OR ALTERSTRUCTURAL MEMBERS UNLESS INDICATEDTO DO SO IN THE CONTRACT DOCUMENTS ORWRITTEN APPROVAL RECEIVED FROM THEARCHITECT.

2. UNLESS OTHERWISE NOTED ON DRAWINGS,ALL MATERIAL INDICATED TO BE REMOVEDSHALL BECOME THE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE DISPOSEDOUTSIDE THE PROJECT SITE.

3. CONTRACTOR TO CUT, CAP, AND REMOVEEXISTING UTILITIES AS SHOWN. IFUTILITIES OTHER THAN THOSE SHOWN AREENCOUNTERED, IMMEDIATELY NOTIFY THEARCHITECT, CEASE OPERATION IN THEIMMEDIATE AREA AND DO NOT DISTURBUNTIL THE ARCHITECT DIRECTS THEDISPOSITION OF SUCH UTILITY.

4. DEMOLITION SHOWN IS DIAGRAMMATIC ANDGENERAL. PERFORM ALL DEMOLITION SHOWNAND REQUIRED FOR THE CONSTRUCTION OFTHE PROJECT INCLUDING ALL ITEMS IN THEWAY OF NEW WORK WHETHER OR NOTSPECIFICALLY SHOWN.

5. CONTRACTOR TO COORDINATE EXTENTS OFDEMOLITION W/ITEM INDICATED AS NEWCONSTRUCTION.

6. PATCH AND REPAIR ALL EXISTING WALLSAND FINISHES TO REMAIN.

7. REFER TO PLUMBING DRAWINGS FORDEMOLITION RELATIVE TO PLUMBING SCOPEOF WORK.

8. REFER TO MECHANICAL DRAWINGS FORDEMOLITION RELATIVE TO HVAC SCOPE OFWORK.

9. REFER TO ELECTRICAL DRAWINGS FORDEMOLITION RELATIVE TO ELECTRICALSCOPE OF WORK.

GENERAL DEMO. NOTES

September 2017C28388

ER

IC

W ILL IA M W OHLELICE

NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF

These documents are property of LDA Partners, LLP, and are not to be reproduced, changed or copied without theexpressed written consent of LDA Partners, LLP.

AS SHOWN

BYDESCRIPTIONREV. NO. DATE APRVD.

CITY ENGINEER

STOCKTON, CALIFORNIA

APPROVED BY: DATE:1 ADDENDUM 1 1-5-17 PR

WM

PR

CITY HALL RELOCATION PHASE 2 - COUNCIL CHAMBER, CITYMANAGER, CITY ATTORNEY, REVENUE, & CLERK'S OFFICE

425 N. EL DORADOCITY OF STOCKTON

171-32A-15

BID SET 11/28/2016

FIRST FLOOR DEMOLITION PLAN

A2.10PR

1" = 10'-0"A2.10

1 FIRST FLOOR DEMOLITION PLAN

KEYNOTES02 41 00.A34 EXISTING COUNTER TOP TO REMAIN02 41 00.B20 PATCH, REPAIR & PAINT EXISTING WALLS02 41 00.B22 REMOVE WALL PAPER02 41 00.B26 DOOR BEING REMOVED HERE.

REUSE/RELOCATE DOOR LEAF02 41 00.B27 DOOR BEING ADDED HERE.

REUSE/RELOCATE GLAZING PANEL02 41 00.B28 DOOR BEING ADDED HERE. STORE GLAZING

PANEL W/BLDG. SURPLUS02 41 00.B37 REMOVE AND REPLACE ELEC. PANEL TRIM02 41 00.B38 PATCH, REPAIR, AND TEXTURE GYP. BD. AT

WALL PAPER REMOVAL LOCATIONS02 41 00.B48 PATCH, REPAIR, AND PREPARE EXISTING

CONCRETE SLAB FOR NEW FLOORING02 41 00.C2 SALVAGE ITEM, RE-USE IN NEW WORK02 41 00.D11 DEMOLISH CASEWORK02 41 00.D14 DEMOLISH DOOR AND FRAME02 41 00.D15 DEMOLISH WINDOW AND FRAME02 41 00.D16 DEMOLISH DOOR, FRAME, AND HARDWARE02 41 00.D20 DEMOLISH PARTITION02 41 00.D28 DEMOLISH MARKER BOARD02 41 00.D35 DEMOLISH CARPET CLEAN & PREPARE

FLOOR SURFACE WITHIN ROOM02 41 00.D36 DEMOLISH VINYL FLOORING & PREPARE

FLOOR SURFACE WITHIN ROOM02 41 00.E8 DEMOLISH ACOUSTICAL WALL PANEL02 41 00.E9 DEMOLISH SOAP DISPENSER02 41 00.E11 DEMOLISH PLUGMOLD RACEWAY02 41 00.E14 DEMOLISH RUBBER WALL BASE02 41 00.E15 DEMOLISH CHAIR RAIL02 41 00.E16 DEMOLISH CORNER GUARDS02 41 00.E21 DEMOLISH DATA DROPS02 41 00.E34 DEMOLISH SINK02 41 00.E38 DEMOLISH POCKET DOOR AND FRAME03 54 00.A5 FLOOR LEVELING COMPOUND

N

REF.

F F

G G

H H

3

3

4

4

5

5

5.6

5.6

6

6

I I

J J

K K

2

2

1

1

4.1

4.1

4.2

4.2

5.1

5.1

2.1

2.1

12'-2" 12'-2" 12'-1" 6'-6 1/2" 15'-4" 11'-10"

ALIGN

3'-1

0 9

/32"

LOBBY101

COUNCILCHAMBER

103

STORAGE105

STAFF106

CITYMGR.

107

CLERK108

MAYOR'SOFFICE

112

OPENOFFICE

113

CONF.115

CIRCUL

ATIO

N11

4

BREAKROOM

116

CIRCULATION121

MEN117

WOMEN118

WORKSTATIONS

119 OFFICE120

IDF122

BROADCAST123

COPY124

OFFICE125

OFFICE126

CIRCULATION128

FILE129

CONFERENCE130

OPENOFFICE

127

6'-6"

23'-0

"

ALIGN

14'-11" 5'-7" 22'-6" 23'-0" 7'-6"

12'-3" 4'-9" 5'-0" 9'-1" 11'-10" 12'-2" 12'-2" 12'-1" 5'-3"± 21'-10"± 11'-10"

11'-4" 11'-10"

13'-8"

15'-5"

ALIGN

A3.122

10'-9

3/4"

42'-0"

8'-4"

5'-6"

15'-1"

12'-3" 5'-6" 18'-4" 9'-4" 19'-6" 19'-8"+/- 10'-11"±

C L

6'-6"±

12'-10

1/2

"13

'-6' +

/-

CITYATTNY.

110

6'-11

" +/

-2'-0" +/

-

M24.2

M24.2

M24.2M24.2

M24.2

M24.2M24.2

M24.2

M24.2

M24.2

M24.1

M24.4M24.1

M24.1

M24.1

M24.1

M24.1

M24.1

4'-5"

11'-4"

4'-10

"11

'-6 5

/8"

A3.123

A3.125

M24.3

M24.3

M24.1

M24.3

ALIGN

M24.2

A3.128

DAIS109

135°

M14.1

8'-4"± 1'-8 1/2"

135°

3'-10"

2'-1"

M14.1 M14.1

M14.1

1A6.00

1A6.00

2A6.00

2A6.00

M14.1

M14.1

2'-1"

M24.1


2'-0"

M23.2

M23.2

M23.2

M23.2

M23.2

M23.2 M23.2

M23.2

M23.2

M23.2

M24.1M24.4

2'-0"

2'-0"

4'-10" 1'-10" 5'-2" 8'-4" 1'-10" 2'-0"

2'-0"

A3.124

5'-2 1/2"

1'-8"

M23.4

M23.2

M23.2

M23.2

M23.2

M23.2

M23.2

M23.2

M23.2

5'-0" 6'-0"

M24.4

M24.4

IT

ATT/CMST

A/VBDCT


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

FIRST FLOOR DIMENSION PLAN - QUADRANT A

A3.11PR

1/8" = 1'-0"A3.11

1 FIRST FLOOR DIMENSION PLAN - QUADRANT A

1. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS ANDOTHER WALL MOUNTED ACCESSORIES INCLUDING BUT NOTLIMITED TO HANDRAILS, SHELVING, TV SUPPORT BRACKETS,BULLETIN BOARDS, MARKER BOARDS AND BATHROOM FIXTURES.

2. PROVIDE FIRE BLOCKING EVERY 10'-0" VERTICALLY &HORIZONTALLY AT CONCEALED SPACES, WALLS, PARTITIONS,CEILINGS AND INTERSECTIONS - TYP.

3. MINIMUM 1/8":12 SLOPE FOR CONCRETE FLOORS WHERE FLOORDRAIN OCCURS.

4. ALL WALL FRAMING TO EXTEND TO THE BOTTOM OF THE ROOFSTRUCTURE UNLESS OTHERWISE NOTED.

5. ALL INTERIOR DOORS SHALL HAVE MIN. 18" WIDTH CLEARANCEON THE SIDE TO WHICH THE DOOR SWINGS FROM THE STRIKEEDGE OF THE DOOR.

6. ALL EXTERIOR DOORS SHALL HAVE MIN. 24" WIDTH LEVEL AREAON THE SIDE TO WHICH THE DOOR SWINGS FROM THE STRIKEEDGE OF THE DOOR.

7. THE MAIN ENTRANCE SHALL COMPLY WITH THE REQUIREMENTSFOR ACCESS FOR THE DISABLED.

8. PROVIDE TACTILE EXIT SIGNS AT EACH EXIT PER 2013 CBC1011.3.

9. REFER TO SHEET G4.00 FOR ACCESSIBILITY STANDARDS.10. REMOVE DEBRIS AND CLEAN GLAZING AND STOREFRONT PRIOR

TO ENCLOSING WITH WALL - TYP.11. FULL HEIGHT WALLS SHALL HAVE GRILLS WITHIN PLENUM SPACE

TO ALLOW RETURN AIR SYSTEM TO FUNCTION.

WALL TYPES

GENERAL NOTES

NO. DESCRIPTION INS. F.R.DTL.REF.

M12.1 2 1/2" x 20 GA. MTL STUD @ 16" O.C.- PARTIAL HT.

- N/A 3/AD.03

M14.1 3 5/8" x 20 GA. MTL STUD @ 16" O.C.- FULL HT.

R-13 N/A 2/AD.03

M14.1B 3 5/8" x 20 GA. MTL STUD @ 16" O.C.w/ 1 LAYER 5/8" GYP. BD. OV. 1LAYER SECURITY MESH - FULL HT.

R-13 N/A 29/AD.02

M14.2 3 5/8" x 20 GA. MTL STUD @ 16" O.C.6" ABV CLG.

R-13 N/A 2/AD.03

M14.3 3 5/8" x 20 GA. MTL STUD @ 16" O.C.PARTIAL HT

- N/A 2/AD.03

M16.3 6" x 20 GA. MTL STUD @ 16" O.C. w/1LAYER GYP. BD. OV. 1 LAYERBALLISTIC BD. - PARTIAL HT

R-15 N/A 3/AD.03

M23.2 2 1/2" x 20 GA. MTL STUD @ 16" O.C.- 6" ABOVE CLG.

R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 1/AD.01 &15/AD.01

M24.1B 3 5/8" x 20 GA. MTL STUD @ 16" O.C.w/1 LAYER 5/8" GYP. BD. OV. 1LAYER SECURITY MESH - FULL HT.

R-13 N/A 28/AD.02

M24.2 3 5/8" x 20 GA. MTL STUD @ 16" O.C.- 6" ABV. CLG.

R-13 N/A 1/AD.01


R-13 N/A 1/AD.01

M24.4 3 5/8" x 20 GA. MTL STUD @ 16" O.C.- 1 LAYER OF 5/8" TYPE 'X' GYP. BD.EA. SIDE - FULL HT

R-13 1HOUR

1/AD.01 &15/AD.01

M26.1 6" x 20 GA. MTL STUD @ 16" O.C. -FULL HT

R-15 N/A 1/AD.01 &15/AD.01

M26.2 6" x 20 GA. MTL STUD @ 16" O.C. - 6"ABV CLG.

R-15 N/A 1/AD.01

M26.3 6" x 20 GA. MTL STUD @ 16" O.C. -PARTIAL HT

R-15 N/A 1/AD.01

M34.3B 3 5/8" x 20 GA. MTL STUD @ 16" O.C.- PARTIAL w/ 1 LAYER PLYWD. &PLASTIC LAM. OV. 1 LAYERBALLISTIC BD. & 1 LAYER GYP. BD.

- N/A 7/AD.02

M36.3B 6" x 20 GA. MTL STUD @ 16" O.C. -PARTIAL w/ 1 LAYER PLYWD. &PLASTIC LAM. OV. 1 LAYERBALLISTIC BD. & 1 LAYER GYP. BD.

R-15 N/A 7/AD.02

N

1

1

REF.

REF.

F F

G G

H H

3

3

4

4

5

5

5.6

5.6

6

6

I I

J J

K K

2

2

1

1

4.1

4.1

4.2

4.2

5.1

5.1

2.1

2.1

ALIGN

LOBBY101

COUNCILCHAMBER

103

VESTIBULE104

STORAGE105

STAFF106

CITYMGR.

107

CLERK108

MAYOR'SOFFICE

112

OPENOFFICE

113

CONF.115

CIRCUL

ATIO

N11

4

BREAKROOM

116

CIRCULATION121

MEN117

WOMEN118

WORKSTATIONS

119 OFFICE120

IDF122

BROADCAST123

COPY124

OFFICE125

OFFICE126

CIRCULATION128

FILE129

CONFERENCE130

ALIGN

104

105A105B

106

120 125 126

127

103A

103B

122 123

110

ALIGN

CITYATTNY.

110

A3.122

A3.125

A3.123

A3.124

115B

115A

112

CIRCULATION111

A3.128

1A6.00

1A6.00

2A6.00

2A6.00

DAIS109

A8.00

20

103C

111

S2

S1

S4

101B

101A

10 14 00.D8

OPENOFFICE

127

IT

ATT/CMST

A/V BDCT

0"

1'-6"

0"1'-6"

10 44 00.C1

10 44 00.C1

3

A6.00

3

A6.00

05 05 23.I1

3

A6.00

DOOR REFERENCE NUMBER

WINDOW/ STOREFRONT REFERENCE NUMBER

RATED DOOR REFERENCE NUMBER

LEGEND101

S100

101

PARTITION TYPE REFERENCE NUMBERW1.11

G G

2

2

2.1

2.1

5'-1"

3'-1

"3'-1

"5'-2"

C L

1'-6"

1'-7"

5'-2"

3'-1

"3'-1

"5'-1"

C L1'-

6"

1'-7"

117 118 01 10 00.A3

1'-0" M

IN.

1'-0" M

IN.

01 10 00.A2

06 40 00.B106 40 00.B1

22 40 00.A3

6"

2'-0"

7"

5'-0" 3'-0"

10 28 00.E2

10 28 00.E3

22 40 00.G5 10 21 13.D3

10 21 13.D2 10 21 13.D1

10 28 00.E3

10 28 00.E2

A8.01 3

1

4

2

A8.01 6

5

8

7

2'-6"

2'-0" 2'-0"

WOMEN118

MEN117

M26.2

M24.2

M24.2M24.2

M24.2M24.2

M24.2

10 28 00.B410 28 00.B4

10 28 00.A5

10 28 00.A6

10 28 00.A5

M23.2

M23.2

22 40 00.G3 TYP.

TYP.

TYP.

TYP.

C L17

" -

18" C L

17" -

18"

A8.01

9

M24.1

M24.1

COPY124

9'-0"

6'-0"

2'-0"

M24.1

M24.1

OPENOFFICE

127

06 40 00.A8

06 40 00.A14

06 40 00.A2G G

5

53'-7

5/8

"±4'-0"

2'-5"

5'-4 3

/4" ±

129

130

128

12" MIN.

6'-5 13/16" 15'-4"

2'-0"

2'-0"

06 40 00.A8

06 40 00.A2

06 40 00.A2

06 40 00.A8

M24.1

M24.1

M24.2

M24.1

M24.2

M24.1

M24.2

A8.01

10

11

CONFERENCE130

FILE129

ALIGN

M23.4

ALIGNALIGN

M24.2

06 40 00.A1406 40 00.A14

1

1

A8.00

21

8'-10" 3'-0 3/4"

CL4'-5" 4'-5"

2'-0"

116BREAKROOM

116

11 40 00.A11

22 40 00.A3

06 40 00.B1

M24.2

M24.2

01 10 00.A2

11'-4"

12'-3"

AD.0226

06 40 00.A8

06 40 00.A14

06 40 00.A5

H H

3

3

I I

J J

2.1

2.1

A8.00 56

4

A8.00

7

A8.00

8

A8.00

19

5'-7" 5'-6" 11'-9" 5'-3"

4'-4" 4'-7" 2'-10" 1'-6" MIN.

7'-0

"7'-4

"±

22'-9"

11'-9"

+/-

11'-7"

6'-9"

7'-0

"

2'-9"

6'-11" 13'-1"

R 26' - 10"

+/-3

'-6"

7'-0

"

10"

7'-5" 11'-3" 3'-6"

6'-9"

4'-8"

2'-5"

7'-2

"5'-0"

5'-0"

4'-6"

7'-8

"2'-10

"6'-10

"7'-0

"

2'-0" 1'-7"

103B

DAIS109

CLERK108

CITYATTNY.

110

CITYMGR.

107

STAFF106

COUNCILCHAMBER

103

CIRCULATION114

IDF122

106

110

105B

45°

30°

30°

2'-6"

ALIGN

ALIGN

6"

ALIGN

5'-5" 2'-0"

21'-

2" ±

31'-4 1

/8" ±

2'-0"5'-5"

M36.3B

M16.3

M36.3B

M36.3B

M23.2

M24.4

M26.3

M14.2

M14.2

M24.1

M14.1

M26.2 M26.2 M24.2

M24.2

M14.3

M14.3

M23.2

M36.3B

3'-0"

8'-4"

3'-8"

2'-0"

3'-0

"25'-0"

3'-0

"2'-0"

3'-4

"

149°

121°

2'-6"

5'-0"

ALIGN ALIGN

1A6.00

2'-3"

12'-1"

06 40 00.B4

06 40 00.B4

06 40 00.B4

06 40 00.B4

2'-2"±

M24.4

M24.3

01 10 00.A8

01 10 00.A8

103C

A8.001

+0'-0" F.F.

+1'-6" F.F.

+0'-0" F.F.

06 40 00.A28

05 52 00.A2

32 17 00.B4

2A6.00

STORAGE105

AD.012

M23.2M23.2

M26.3

M34.3B

M23.2

M23.2

M23.2

M16.3

M34.3B

M24.3

M36.3B

M26.1

M24.4

6"

10"

ALIGN

M36.3B

4'-6"

2'-3"

2'-3"

5'-5"

3'-0"

7

AD.02

6

AD.02

23

AD.02

12

AD.02

9

AD.01

06 40 00.A28

14 40 00.A1

122

12 56 00.A1A8.0012 A8.00 1321

AD.02

M24.4

M12.1

M24.1

M14.2M14.1

M14.1

M14.2

M14.2

M34.3B

M24.1

M24.1

M24.1

M14.1

+1'-6" F.F.

05 52 00.A2

06 11 00.M5

TYP.

A8.0010 9

A8.00

2

A8.00

11

A8.00

14

DN

DN

9

AD.01

A8.00

16

15

A8.00 1718

3

AD.03

1'-0"

1'-0"

149°

121°

3

A8.00

22

9

AD.03

1


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

FIRST FLOOR ANNOTATION PLAN - QUADRANT A

A3.12PR 1/8" = 1'-0"A3.12

1 FIRST FLOOR ANNOTATION PLAN - QUADRANT A

KEYNOTES01 10 00.A2 30" x 48" MIN. ACCESSIBLE CLR. FLOOR AREA01 10 00.A3 60" DIA. MIN. ACCESSIBLE MANUVERING SPACE @ 27"

A.F.F.01 10 00.A8 60"DEEP x DOOR WIDTH AND 18" CLEAR AT

INTERIOR DOOR STRIKE PULL SIDE05 05 23.I1 STEEL PLATE S.S.D.05 52 00.A2 1 1/2" DIA. GALV. STEEL PIPE HANDRAIL, PRIME &

PAINT, INSTALL @ 36" HT. FROM STEP NOSING.EXTEND 2'-0" PASS LOWEST RISER & 1'-0" PASS UPPERRISER

06 11 00.M5 RAISED WOOD FLOOR06 40 00.A2 P. LAM. FACED BASE CABINET w/ DOORS, ADJ.

SHELVES & DRAWERS06 40 00.A5 P. LAM. FACED BASE SINK CABINET w/ DOORS &

FIXED DRAWERS OR FIXED PANEL06 40 00.A8 P. LAM. FACED UPPER CABINET w/ DOORS & ADJ.

SHELVES06 40 00.A14 P. LAM. FACED COUNTERTOP w/ APRON & BACKSPLASH

TOP @ 2'-10" A.F.F.06 40 00.A28 P. LAM. FACED COUNTERTOP w/ APRON, TOP @ 2'-6"

A.F.F.06 40 00.B1 SOLID SURFACE COUNTERTOP w/ APRON,

BACKSPLASH & UNDERCOUNTER SINK CUTOUT TOP @2'-10" A.F.F.

06 40 00.B4 SOLID SURFACE COUNTERTOP, SEE ELEV. FOR HEIGHT10 14 00.D8 6 1/2" HIGH RAISED CHROME BLOCK LETTERS TO

MATCH BUILDING STANDARD - MOUNT ABOVE DOORS,PROVIDE 100 LETTERS

10 21 13.D1 TOILET COMPARTMENTS w/24" WIDE IN-SWING DRS &BOT. OF PANELS 12" A.F.F. MAX. TYP.

10 21 13.D2 URINAL SCREEN, 18" DEEP w/TOP @ 60" A.F.F & BOT. @18" A.F.F MAX

10 21 13.D3 TOILET "ADA" COMPARTMENTS w/36" WIDE DRS &BOT. OF PANELS 12" A.F.F. MAX. TYP.

10 28 00.A5 RECESSED TOILET TISSUE DISPENSER & TOILETSEAT COVER UNIT, MOUNT TOILET TISSUEDISPENSER @ 19" A.F.F. & 7"-9" IN FRONT OF TOILETBOWL @ WALL

10 28 00.A6 PARTITION-MOUNTED TOILET TISSUE DISPENSERw/DUAL-SIDED MULTI-ROLL, SANITARY NAPKINDISPOSAL & TOILET SEAT COVER UNIT, MOUNTTOILET TISSUE DISPENSER @ 19" A.F.F. & 7"-9" INFRONT OF TOILET BOWL @ WALL

10 28 00.B4 WASTE RECEPTACLE w/ PAPER TOWEL DISPENSER,MOUNT DISPENSER OPENING AT 40" HT. A.F.F.

10 28 00.E2 36" GRAB BAR, (ADULT) MOUNT TOP @ 33"-36" HT.A.F.F.

10 28 00.E3 42" GRAB BAR, (ADULT) MOUNT TOP @ 33"-36" HT.A.F.F.

10 44 00.C1 FIRE EXTINGUISHER IN SEMI-RECESSED FIREEXTINGUISHER CABINET w/ WALL BRACKET (MAX. 4"PROJECTION), FIRE EXTINGUISHER HANDLE AT 4'-0"A.F.F. MAX.

11 40 00.A11 REACH-IN REFRIGERATOR - N.I.C.12 56 00.A1 ACCESSIBLE LECTERN w/ ADJUSTABLE HEIGHT14 40 00.A1 ACCESSIBLE LIFT22 40 00.A3 UNDERMOUNT SINK @ COUNTERTOP @ 2'-10" A.F.F.22 40 00.G3 ACCESSIBLE FLOOR MOUNTED WATER CLOSET

(ADULT) 17"-18" CTRLINE TO WALL & 17"-19" @AMBULATORY w/19" SEAT HT. A.F.F. INSTALL PERACCESSIBILITY REQUIREMENTS

22 40 00.G5 URINAL, MOUNT RIM @ 24" MAX. HT. A.F.F.32 17 00.B4 APPLY 3" WIDE WARNING STRIPE AT BOTTOM AND

TOP RISER - TYP.

1/4" = 1'-0"A3.12

2 ENLARGED RESTROOM PLAN 1/4" = 1'-0"A3.12

3 ENLARGED FLOOR PLAN - COPY 124 1/4" = 1'-0"A3.12

5 ENLARGED FLOOR PLAN-FILE 129 & CONFERENCE 130

1/4" = 1'-0"A3.12

4 ENLARGED - BREAK ROOM 116

1/4" = 1'-0"A3.12

8 ENLARGED FLOOR PLAN - DAIS 109












WALL TYPES

GENERAL NOTES



- N/A 3/AD.03


R-13 N/A 2/AD.03


R-13 N/A 29/AD.02


R-13 N/A 2/AD.03


- N/A 2/AD.03


R-15 N/A 3/AD.03


R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 28/AD.02


R-13 N/A 1/AD.01


R-13 N/A 1/AD.01


R-13 1HOUR

1/AD.01 &15/AD.01


R-15 N/A 1/AD.01 &15/AD.01


R-15 N/A 1/AD.01


R-15 N/A 1/AD.01


- N/A 7/AD.02


R-15 N/A 7/AD.02

NN

NN

N

N

1

1

1

1

1

1

1

UP

UP

REF

.R

EF.

D D

E E

F F

3

3

4

4

5

5

5.6

5.6

6

6

C C

B B

A A

2

2

1

1

4.1

4.1

4.2

4.2

5.1

5.1

2.1

2.1

CONFERENCE159

OPENOFFICE

154

OPENOFFICE

148

CONF.151

CALLCENTER

152

MAILROOM153

OFFICE149

CIRCULATION150

SEC.STORAGE

156

OPENOFFICE

155

OPENOFFICE

157

LOBBY158

37'-4" 12'-3" 12'-11" 11'-0"

20'-7"

16'-4"

9'-0

"

9'-0

"7'-1

0"

10'-3" 17'-3"

11'-6"

3'-0

"3'-2

1/2

"

3'-0"

M24.2

M24.2

8'-3" 3'-0" 5'-6" 4'-0" 5'-6" 11'-1"

15'-6"

2'-4"

(INFILL)

6'-0"

7'-1

0"

9'-0

"

M24.2

M24.1B

M24.1B

BREAK147

12'-3"

16'-11

"17

'-7"

9'-11"

M24.2

M24.2

M24.2

M24.2

A3.162

ALIGN

ALIGN

1'-6" M

IN.

ALIGN

ALIGN


2'-8" 18'-7"

15'-7" 11'-5"

TABLETABLE

SHELF

SHELF

PADDYWAGON

CAB.

PAPERCUTTER

CAB.

ENVELO

PPRESS

CANON 800

PAPERFOLDER

RISO

COPY

PAPERDRILL

MINIPAK

FOLDER INSERT

TABLE

TABLE

PEG

PUN

CH

PAPER

SLIDE

CANON 135

LAMINATETABLE

SLICER

M14.1B

M14.1B

ALIGN

8" 18'-7"

14'-0"

M24.2

M24.2

M24.2

M24.2

M24.2

M24.2

M14.1

M14.2

M14.2ALIGN

6'-0"

6'-0"

3'-0

"10

'-9"

ALIGN

1


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

FIRST FLOOR DIMENSION PLAN - QUADRANT D

A3.15PR

1/8" = 1'-0"A3.15

1 FIRST FLOOR DIMENSION PLAN - QUADRANT D












WALL TYPES

GENERAL NOTES



- N/A 3/AD.03


R-13 N/A 2/AD.03


R-13 N/A 29/AD.02


R-13 N/A 2/AD.03


- N/A 2/AD.03


R-15 N/A 3/AD.03


R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 1/AD.01 &15/AD.01


R-13 N/A 28/AD.02


R-13 N/A 1/AD.01


R-13 N/A 1/AD.01


R-13 1HOUR

1/AD.01 &15/AD.01


R-15 N/A 1/AD.01 &15/AD.01


R-15 N/A 1/AD.01


R-15 N/A 1/AD.01


- N/A 7/AD.02


R-15 N/A 7/AD.02

N

1

1

UP

UP

REF

.R

EF.

REF

.R

EF.

D D

E E

F F

3

3

4

4

5

5

5.6

5.6

6

6

C C

B B

A A

2

2

1

1

4.1

4.1

4.2

4.2

5.1

5.1

2.1

2.1

CONFERENCE159

OPENOFFICE

154

OPENOFFICE

148

CONF.151

CALLCENTER

152

MAILROOM153

OFFICE149

CIRCULATION150SEC.

STORAGE156

OPENOFFICE

155

OPENOFFICE

157

LOBBY158

159B

158B

156

155

153A

BREAK147

01 10 00.A7

ALIGN

159A

ALIGN

A3.162

ALIGN

ALIGN


P-2

P-2

P-2

P-2

P-2

P-2

P-2P-2

P-2

10 14 00.D8

147

158A

151A

151B

154

149

28

AD.02

29

AD.02

12 70 00.A3

TYP.

10 44 00.C112 70 00.A3 TYP.

10 44 00.C1

153B

152B

152A

ALIGN

4

4

B B

A A

4.1

4.1

A8.01

16

01 10 00.A2

11 31 00.A3

BREAK147

22 40 00.A3

9'-11"

CL

2'-11" 5'-4"

06 40 00.B1

ALIGN

11 31 00.A3

06 40 00.A2

17

06 40 00.A5

2'-1"

2'-1"7'-7

"6'-5"

06 40 00.A8

GENERAL NOTES


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

FIRST FLOOR ANNOTATION PLAN - QUADRANT D

A3.16PR

1/8" = 1'-0"A3.16

1 FIRST FLOOR ANNOTATION PLAN - QUADRANT D 3/8" = 1'-0"A3.16

2 ENLARGED FLOOR PLAN - BREAK ROOM 145












KEYNOTES01 10 00.A2 30" x 48" MIN. ACCESSIBLE CLR. FLOOR

AREA01 10 00.A7 60"D x DOOR WIDTH AND 24" CLEAR AT

EXTERIOR DOOR STRIKE PULL SIDE06 40 00.A2 P. LAM. FACED BASE CABINET w/ DOORS,

ADJ. SHELVES & DRAWERS06 40 00.A5 P. LAM. FACED BASE SINK CABINET w/

DOORS & FIXED DRAWERS OR FIXED PANEL06 40 00.A8 P. LAM. FACED UPPER CABINET w/ DOORS &

ADJ. SHELVES06 40 00.B1 SOLID SURFACE COUNTERTOP w/ APRON,

BACKSPLASH & UNDERCOUNTER SINK CUTOUTTOP @ 2'-10" A.F.F.

10 14 00.D8 6 1/2" HIGH RAISED CHROME BLOCKLETTERS TO MATCH BUILDING STANDARD -MOUNT ABOVE DOORS, PROVIDE 100LETTERS

10 44 00.C1 FIRE EXTINGUISHER IN SEMI-RECESSEDFIRE EXTINGUISHER CABINET w/ WALLBRACKET (MAX. 4" PROJECTION), FIREEXTINGUISHER HANDLE AT 4'-0" A.F.F. MAX.

11 31 00.A3 REFRIGERATOR - N.I.C.12 70 00.A3 SYSTEMS FURNITURE N.I.C.22 40 00.A3 UNDERMOUNT SINK @ COUNTERTOP @ 2'-10"

A.F.F.

NN

1

1

1

F F

G G

H H

3

3

4

4

5

5

5.6

5.6

6

6

I I

J J

K K

2

2

1

1

4.1

4.1

4.2

4.2

5.1

5.1

2.1

2.1

13'-0"

10'-0"

10'-0"10'-0"10'-0"

10'-0"

14'-0"

9'-0"9'-0"

13'-0"

9'-0"10'-0"

9'-0"

10'-0"

10'-0"

13'-0"

13'-0"

9

AD.02

9

AD.02

10'-0" 11'-6"

1A6.00

1A6.00

11'-6"

10'-0"

11'-6"

10'-0"

HATCHED AREA INDICATESBOT. OF (E) MECHANICALPLATFORM - HT. +10'-10"

BARREL V

AUL

T2'-0"

2'-0"

2A6.00


13'-0"

3

AD.01

8

AD.03

3

AD.01

112

115

113

111

116

122 123

124 127

101

130

126

125120119

118117

109

103

105

103

106

114

129

13'-6"

13'-6"

15'-6"09 52 00.A309 52 00.A3

P-2

P-2

P-2

P-2

P-2

PAINT AT FACE OFSOFFITING, TYP.

11 52 00.A3

TYP.

10'-0"12'-8"

14'-0"

8

AD.02

8

AD.02

12'-8"

14'-0"

6

AD.033

A6.00

24

AD.02

3'-0

"3'-6

"2'-0"3'-0"

08 31 13.A5

3'-0

"3'-6

" 3'-0"2'-0"

08 31 13.A5

3

A6.00

3'-0

"2'-0"

3'-0" 4'-0"08 31 13.A5

3'-0

"2'-0"

3'-0" 6'-0"

08 31 13.A5

05 05 23.I1

2'-0"

7

AD.03

LEGEND2x2 ACOUSTICAL CEILING GRID- REFERTO ROOM FINISHES SCHEDULE

5/8" TYPE "X" GYPSUM BOARD - REFERTO ROOM FINISHES SCHEDULE

1 HOUR RATED 5/8" TYPE "X" GYPSUM BOARDOV. MTL JOISTS - REFER TO ROOMFINISHES SCHEDULE

MECH REGISTER - SEE MECH

2x4 LIGHT FIXTURE - SEE ELECT


4' LINEAR PENDANT LIGHT FIXTURE - SEEELECT

EXISTING 2x2 ACOUSTICAL CEILINGGRID - REFER TO ROOM FINISHESSCHEDULE

6" DOWN LIGHT FIXTURE - SEE ELECT

STUDIO LIGHT FIXTURE - SEE ELECT

EXISTING FLOOR DECK - REFER TO ROOMFINISHES SCHEDULE

RCP GENERAL NOTES1. CENTER CEILING FIXTURES AND MECHANICAL GRILLES

WITHIN THE CEILING TILE PATTERN WHERE OCCURS,TYP.

2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGSFOR FULL SCOPE OF WORK.

3. FIRE BLOCK EVERY 10'-0" VERTICALLY /HORIZONTALLY AT ALL CONCEALED SPACES, WALLS,PARTITIONS, CEILINGS, AND INTERCONNECTIONS-TYP.

4. ALL GYPSUM BOARD CEILINGS TO BE PAINTED P-1,UNLESS OTHERWISE NOTED. REFER TO FINISHSCHEDULE FOR FINISH TEXTURE AND AND SHEEN

5. EXISTING UNDERSIDE OF STRUCTURE TO REMAINUNPAINTED

6. PATCH AND REPAIR ALL EXISTING CEILINGS WHEREOCCURS. MATCH COLOR/FINISH


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

FIRST FLOOR REFLECTED CEILING PLAN - QUADRANT A

A4.10PR

1/8" = 1'-0"A4.10

1 FIRST FLOOR RCP - QUADRANT A

KEYNOTES05 05 23.I1 STEEL PLATE S.S.D.08 31 13.A5 FLUSH ACCESS PANEL09 52 00.A3 SUSPENDED WOOD CEILING SYSTEM11 52 00.A3 FLAT SCREEN TV w/ TILT CEILING MOUNT

SUPPORT

N

1

1

1

1

11

LEGEND2x2 ACOUSTICAL CEILING GRID- REFERTO ROOM FINISHES SCHEDULE

5/8" TYPE "X" GYPSUM BOARD - REFERTO ROOM FINISHES SCHEDULE

1 HOUR RATED 5/8" TYPE "X" GYPSUM BOARDOV. MTL JOISTS - REFER TO ROOMFINISHES SCHEDULE

MECH REGISTER - SEE MECH



4' LINEAR PENDANT LIGHT FIXTURE - SEEELECT

EXISTING 2x2 ACOUSTICAL CEILINGGRID - REFER TO ROOM FINISHESSCHEDULE

6" DOWN LIGHT FIXTURE - SEE ELECT

STUDIO LIGHT FIXTURE - SEE ELECT

EXISTING FLOOR DECK - REFER TO ROOMFINISHES SCHEDULE

D D

E E

F F

3

3

4

4

5

5

5.6

5.6

6

6

C C

B B

A A

2

2

1

1

4.1

4.1

4.2

4.2

5.1

5.1

2.1

2.1

10'-0"

10

AD.02


157

155

155

156

154

154

154

150

153

150

150

149

148

159

147

152

151

8'-0"

8'-0"

10'-0"

10'-0"

8'-2"

10'-0"

8'-6"

8'-6"

7'-8"

12'-6"

10'-0"

10'-0"

10'-0"

8'-2"

8'-2"

1

RCP GENERAL NOTES1. CENTER CEILING FIXTURES AND MECHANICAL GRILLES

WITHIN THE CEILING TILE PATTERN WHERE OCCURS,TYP.

2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGSFOR FULL SCOPE OF WORK.

3. FIRE BLOCK EVERY 10'-0" VERTICALLY /HORIZONTALLY AT ALL CONCEALED SPACES, WALLS,PARTITIONS, CEILINGS, AND INTERCONNECTIONS-TYP.

4. ALL GYPSUM BOARD CEILINGS TO BE PAINTED P-1,UNLESS OTHERWISE NOTED. REFER TO FINISHSCHEDULE FOR FINISH TEXTURE AND AND SHEEN

5. EXISTING UNDERSIDE OF STRUCTURE TO REMAINUNPAINTED

6. PATCH AND REPAIR ALL EXISTING CEILINGS WHEREOCCURS. MATCH COLOR/FINISH


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

FIRST FLOOR REFLECTED CEILING PLAN - QUADRANT D

A4.13PR

1/8" = 1'-0"A4.13

1 1st FLOOR RCP - QUADRANT D

N

1ST FLOOR0"

CHAMBER DIAS FLOOR1' - 6"

15'-6"

R= 56'-5 1/4"

B.O. SOFFIT11' - 6"

10'-0"

9'-0

"

B.O. SOFFIT AT DIAS10' - 0"

12'-5"

11'-6"

AD.013

12 56 00.A1

09 52 00.A3

07 21 00.A2

09 29 00.D9

05 41 00.A6

26 51 00.E3

26 51 00.F2

09 29 00.D7

TYP.

TYP.

02 41 00.A14

TYP.

TYP.

TYP.

TYP.

13'-6"

1ST FLOOR0"

CHAMBER DIAS FLOOR1' - 6"

1A6.00

B.O. SOFFIT11' - 6"

B.O. SOFFIT AT DIAS10' - 0"

12 56 00.A1

11 52 00.A3 TYP.

INTERM

EDIATE M

ULLIO

N

7'-2

" TO

TO

P O

F

09 52 00.A3

AD.026

AD.027

23

AD.02

A6.003

09 29 00.D7

07 21 00.A2

02 41 00.A65

09 29 00.D9

02 41 00.A14

05 41 00.A10 TYP.

05 41 00.A6TYP.

TYP.

TYP.

AD.037

AD.038

1ST FLOOR0"

INTERM

EDIATE M

ULLIO

N

7'-2

" T

O T

OP O

F07 21 00.A2

09 29 00.D9

02 41 00.A65

02 41 00.A14

02 41 00.A30

AD.028

9

AD.03


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



JO

PR



171-32A-15

BID SET 11/28/2016

SECTIONS

A6.00PR

1/4" = 1'-0"A6.00

1 COUNCIL CHAMBER 103 - SECTION A

1/4" = 1'-0"A6.00

2 COUNCIL CHAMBER 103 - SECTION B

KEYNOTES02 41 00.A14 EXISTING CONCRETE SLAB TO REMAIN02 41 00.A30 EXISTING GYP. BD. SOFFIT TO REMAIN02 41 00.A65 EXISTING CURTAIN WALL TO REMAIN05 41 00.A6 3 5/8" METAL STUD05 41 00.A10 6" METAL STUD07 21 00.A2 R-13 SOUND BATT INSULATION - UNFACED

BATTS09 29 00.D7 5/8" TYPE "X" GYPSUM BOARD SOFFIT09 29 00.D9 GYPSUM BOARD PRIME AND PAINT09 52 00.A3 SUSPENDED WOOD CEILING SYSTEM11 52 00.A3 FLAT SCREEN TV w/ TILT CEILING MOUNT

SUPPORT12 56 00.A1 ACCESSIBLE LECTERN w/ ADJUSTABLE HEIGHT26 51 00.E3 SPECIALTY LIGHT FIXTURE SELECTED BY

ARCHITECT26 51 00.F2 STUDIO LIGHT FIXTURE S.E.D.

1/4" = 1'-0"A6.00

3 EXTERIOR WALL SECTION

1

1

1

1

MTL. STUD FRAMING - REF.SCHED. FOR SIZE, GA. &SPACING

(1) LAYER OF 5/8" TYPE "X" GYP.BD. EACH SIDE, REF. SCHED. FORNON-RATED AND RATEDPARTITION TYPES

BATT INSULATION, REF. SCHEDFOR SIZE

5/8" TYPE "X" GYP. BD.

BATTINSULATION

SEALANT & BACKERROD

2X WOOD STUD@ 16" O.C.

ALUM. S.F. DOOR @JAMB

SEALANT & BACKERROD


WOOD SHIM

CORNER BEAD

CORNER BEAD

INT.

INT.

ALUM. S.F. SIDLITE JAMB

TEMPERED GLAZINGALUM. S.F. DOOR

2x4 D.F.P.T. WD. SLEEPERW/ 3/16"x3" POWDERDRIVEN FASTNER @ 24"O.C.

2x D.F.P.T. CONT. WD. BASE W/#10x3" F.H. SCREWS @ 12" O.C.

WALL BASE -SEEFINISH SCHEDULE

FIN. FLR.

CAB. DOOR

CAB. FRAME

NOTE:ANCHORAGE PER WIC # OPA-2649-10

2X PARTITION - REFER TO FLOOR PLAN

1/2" MIN. x 3-1/2" CONT. SOLID WD. CLEAT

#14 SHT. MTL. SCREWS W/ SURFACE -BEARING HEAD @ 6" O.C. - 3" MAX.FROM INT. CORNERS 2-1/2" MINPENETRATION - (USE S.S. FINISHWASHERS & SCREWS W/ VINYLCOLORED PLUGS AT OPEN SHELVING)

MTL. BACKING PLATE - SEE DTL. 5/A10.4

MTL. BACKINGPLATE - SEESTRUCT'L DWGS.


NOTE:SUSPENSION SYSTEMCOMPONENTS SHALL BE HEAVYDUTY RATED TO WITHSTANDSEISMIC LOADS IN ACCORDANCEWITH CBC SECTION 1613A FORCATEGORY D.

19

AD.01

25

AD.01

TYP

2'-0"

ATTACHED WALL

ATTACHED W

ALL

UNATTACHED W

ALL

UNATTACHED WALL

MAIN SUSPENSION RUNNER - TYP.

CROSS-TEE - TYP.

VERTICAL SUSPENSION WIRE -TYP. - INSTALL LATERAL SPLAYWIRE BRACING AT CEILINGAREAS GREATER THAN 144 S.F. -SEE 22/AD-01

WALL ANGLE - TYP.

2" OVERSIZED TRIM RING - TYP. @FIRE SPRINKLER PENETRATIONS- COLOR TO MATCH CLG. PANEL

NO. 12 GA. VERTICALHANGER WIRE W/IN TUBE- LEVEL CEILING GRIDPRIOR TO SETTING TUBE

UNDERSIDE OF FLOOROR CEILING ABOVE

MEMBER "B" - REFER TOCOMPRESSION POSTSCHEDULE BELOW FORSIZE

SLOT END OF EMT TOFIT OVER CEILINGRUNNER** NOTE **

EXTEND TUBE TIGH TOCEILING & STRUCTUREABOVE PRIOR TOSECURING OVERLAPPINGTUBES. PROVIDE A MIN.4" LAP BETWEEN TUBESIN FULLY EXTENDEDPOSITION.

MAIN RUNNER

CROSS RUNNER

4"

MEMBER "A" - REFER TOCOMPRESSION POSTSCHEDULE BELOW FORSIZE

1" DIA. EMT

1 1/4" DIA. EMT

1 1/4" DIA. EMT

1 1/2" DIA. EMT

MEMBER "B"MEMBER "A"MAXIMUM LENGTH

6'-6"

8'-6"

COMPRESSION POST SCHEDULE

5/32" DIA. HOLE W/ 1/8"DIA. BOLT & LOCKING NUT

WALL ANGLE

SCREW FASTENER BEYOND - TYP.

ACOUSTICAL CLG. PANEL

SEISMIC RESTRAINT CLIP

WALL/ SOFFIT

ISOMETRIC VIEWSCREW FASTENERTIGHT TO MAINRUNNER/ CROSS-TEE

CLG. SUSP.WIRE

MAIN RUNNER/CROSS-TEEAS MFR'D. BY ARMSTRONGWORLD INDUSTRIES

8" MAX.

7/8"

WALL ANGLE

SCREW FASTENER BEYOND - TYP.

ACOUSTICAL CLG. PANEL

WALL/ SOFFIT

ISOMETRIC VIEWSEISMICRESTRAINTCLIP

CLG. SUSPENSIONWIRE - AS REQ'DBY MANUF.

MAIN RUNNER/CROSS-TEEAS MFR'D. BY ARMSTRONGWORLD INDUSTRIES

3/8" MIN.-3/4" MAX.

7/8"

8" MAX.

12 GA. SUPPORT WIRES -TYP. OF 2 - REFER TO22/AD-01

12 GA. SUPPORT WIRE- TYP @ CORNERS

LIGHT FIXTUREHOUSING

3" MAX.

1 1/

2"

(2) #8 X 1/2" SELF-TAPPING SCREWS

3" W X 4" L X 12 GA. STEEL STRAP

3 TIGHT TURNS W/IN 1 1/2"

#12 BRACING WIRE

EXISTING FLOOR DECK

1 1/

4"

SEE I

NT. ELEV.

SEE I

NT. ELEV.

SEE I

NT. ELEV.

1'-8" (

U.O

.N.)

SEE I

NT. ELEV.

4"

SEE PLANS

SEE PLAN

FIN. FLR.

MELAMINE ATSEMI-EXPOSED AREAS.WHERE NO DOORS, ALLSURFACES ARE PLAM

DRILLED HOLES TOACCEPT SHELF CLIP

DOORS SHALLHAVE CONCEALEDHINGES

1/4" CABINET BACKING

SEE PLAN FORPARTITION TYPE

LIGHT VALANCE -WHERE OCCURS- SEEELECTRICAL PLANS

SOLID SURFACECOUNTERTOP - REFERTO FINISH SCHEDULE

WIRE PULLS - TYP.

ADJ SHELF - TYP.

ADJ SHELF - TYP.


DOORS SHALL HAVECONCEALED HINGES


MELAMINE AT SEMI-EXPOSED AREAS. WHERE NODOORS, ALL SURFACES AREPLAM

CEILING - REFER TOR.C.P.

4"

BACKSPLASH AT SINKCOUNTERS ONLY

AD.0114

AD.0120

AD.0123

SEALANT & BACKER ROD

TEMPERED GLAZING

INT.INT.

SEALANT & BACKER ROD

HEADER OR MTL. STUDFRAMING DEPENDING ONHEAD OR JAMB CONDITION- SEE STRUCT. DWGS.

WOOD SHIM


BATT INSULATION MTL. STUD - SEE STRUCT.


CORNER BEAD CORNER BEAD

2'-10"

SOLID SURFACE COUNTERTOP W/INTEGRAL APRON OV. 5/8" PLYWD.

5/8" PLYWD.

ALUM. CHANNEL W/ 1/4" TEMP. GLASSW/ FINGER PULLS, VINYL GUIDE @HEAD, SHOE & ROLLERS @ BOTTOM

CORNER BEAD -TYP.

5/8" PLYWD. SPACER

PARTITION -SEE PLAN

4"

2x NAILER

CLEAR CAULKING

4"

RECEPT. LOBBY

MTL. STUD WALL - SEE FLOOR PLAN

GYP. BD. - SEE FINISH SCH. FORFINISHMAT'L

MTL. STUDS HEADER - SEEFLOORPLAN FOR STUD SIZE

BACKER ROD, SHIMS & SEALANT - TYP.

ALUM. WINDOW-SEE WINDOWSCHED.

MTL. STUD WALL - SEE FLOOR PLAN

GYP. BD. - SEE FINISH SCH. FORFINISHMAT'L

MTL. STUD JAMB - SEE FLOORPLANFOR STUD SIZE

BACKER ROD, SHIMS & SEALANT - TYP.

ALUM. WINDOW-SEE WINDOWSCHED.

CONCEALED WING NUT FASTENER@ UPPER KEY-HOLE, TYP.

CONCEALED FASTENER@ LOWER KEY-HOLE, TYP.

1/4" STL. PLATE UPPER SUPPORTw/ KEYHOLE MOUNTS

BENT-METAL SUPPORT BRACKET@ EA. SIDE OF LAV.

3/4" PLAM. PANEL,REMOVABLE.

DRAIN PIPE (P-TRAP)

WATER VALVE

STL. ANGLE LOWER SUPPORTw/ KEYHOLE MOUNTS

35" (N

.T.S

.)

1/2" PLYWD. SOFFIT -PRIME & PAINT

S.S. COUNTERTOP W/INTEGRAL SINK,SPLASH & APRON OV.3/4" PLYWD.

PLUMB. TRAP & PIPE- SEE PLUMB. DWGS.

6" MTL. STUD BRACING@ TOP & BOTT.

4"

4 1

/2"

27"

MIN.

SEE FLOOR PLAN

8" MIN.

2"2"

2"x2"x 1/4"x18" (VERT. LEG) & 2"x2"x1/4"(HORIZ. LEG) STL. ANGLE BRACKET @ 32"O.C. - WELD LEGS TOGETHER W/ 1/4" FILLETWELD @ ALL ADJ. EDGES.

2x CONT. NAILER

2x BLKG. NAILER

3/4" PLYWD. GUARD W/P.LAM. - SEE 27/AD.01

2'-10

" M

AX. @ T

OP O

F S

INK R

IM

9" M

IN.

F.F.

6" MAX.

25" MAX.

11" MIN.

FAUCET & SINK -SEEPLUMBING DWGS.

1/2" CLEATS, TYP

1/4" PLYWD. BACK

SEE PLAN FORPARTITIONTYPE

SOLID SUFACECOUNTERTOP &BACKSPLASH

CAB. FRAME, TYP

4"

MAX

2'-0"

SEE I

NTERIO

R E

LEVATIO

N

1 1/

2"

5 1

/2"

2'-3"

M

IN.

SIM.

FLOOR FIN. TOTERMINATE@ BASE OF WALL -UNDERCAB.

TOE KICK,INTEGRAL W/ DOOR- MAINTAIN MIN.ACCESSIBLECLEARANCEBETWEEN INTEGRALTOE KICKS

MTL. BRACKET

SCHEDULED WALLBASE TYP.

SOLID WALL CAP W/ INTEGRALAPRON OV. 3/4" PLYWD.

(4) #10 SCREWS

4 1

/2"

27"

MIN.

2"x2"x 1/4"x18" (VERT. LEG) &L3"x2"x1/4" LLV (HORIZ. LEG) STL.ANGLE BRACKET @ 32" O.C. -WELD LEGS TOGETHER W/ 1/4"FILLET WELD @ ALL ADJ. EDGES.

2x CONT. NAILER2x BLKG. NAILER

F.F.

MTL. STUD PERSTRUCT'L DWGS.

3 5/8" MTL. STUDBRACING @ TOP & BOTT.

.1/41/4 1 1/2" MIN.

BALLISTIC PANEL

4"

+3'-2" A.F.F.

2"

PLYWD. W/ PLASTIC LAM. - SEEFIN. SCHED.

1/2" ALUM. REVEAL - TYP.

SOLID SURFACECOUNTERTOP W/INTEGRAL APRONOV. 3/4" PLYWD.

ALUM REVEAL - SEE INT. ELEV.

AD.035

#14 SHT. MTL. SCREWS W/SURFACE-BEARING HEAD @ 6" O.C.- 3" MAX. FROM INT. CORNERS -2-1/2" MIN PENETRATION- (USES.S. FINISH WASHERS & SCREWSW/ VINYL COLORED PLUGS ATOPEN SHELVING)

2X PARTITION - REFER TO FLOORPLAN

MTL. BACKING PLATE - SEE5/A10.4

1/2" MIN. x 3-1/2" CONT. SOLID WD.CLEAT


SEE PLANFORPARTITIONTYPE

MTL. BACKINGPLATE - SEESTRUCT'L. DWGS.


4"

SEE PLAN FORPARTITION TYPE

FIN. FLR.

2x D.F.P.T. BASE W/#10x3 1/2"L WD. SCREWS

#14 SHT. MTL. SCREWS W/SURFACE-BEARING HEAD @6" O.C. - 3" MAX. FROM INT.CORNERS - 2-1/2" MINPENETRATION- (USE S.S.FINISH WASHERS & SCREWSW/ VINYL COLORED PLUGSAT OPEN SHELVING)

1/2" MIN.X3" SOLID WD.CLEAT - CONT.

MTL. BACKINGPLATE - SEEDTL. 3/S4.2

FIN. FLR.

SOLID SURFACECOUNTERTOP - REFER TOFINISH SCHEDULE

WIRE PULLS - TYP.

ADJ SHELF - TYP.


DOORS SHALL HAVECONCEALED HINGES


MELAMINE AT SEMI-EXPOSED AREAS. WHERE NODOORS, ALL SURFACES AREPLAM

BACKSPLASH AT SINKCOUNTERS ONLY

SEE I

NT. ELEV.

1 1/2"

4"

AD.0120

AD.0116

AD.0114

1 1/2" DIA. S.S. GRAB-BAR W/CONCEALED MOUNTS TO WALL

PARTITION - SEE PLAN FOR TYPE

MTL. BACKING PLATE -SEE STRUCT'L DWGS.

+33" A.F.F.

1 1/2"

1 1/2"

FLANGE ELEVATION

3/8" MOUNTINGHOLESS.S. FLANGE

18 GA. S.S.HANDRAIL ARM

LOCKINGDIMPLES

5/8" TYPE "X" GYP BRD. U.O.N.

STAINLESS STEEL COVER PLATE

(2) #14x3" WS- 3-1/2" MIN.PENETRATION

SEE 3C/S4.2 FOR BACKING

P. LAM. - TYP.

P. LAM.- TYP.

INSULATION BATTWHERE OCCURS

MTL. STUD - SEESTRUCT'L DWGS.

MTL. STUD WALL - SEESTRUCT'L DWGS.

LED VERTICAL COVELIGHT FIXTURE - SEEELECTRICAL DWGS.

10"

5" +/-

6"

5/8" GYPSUMBOARD - TYP.

METAL CORNER BEAD

5/8" GYPSUM BOARD



2'-0"

MIN.

6"

B.O. SUSP. CLG.

+13'-6"

METAL CORNER BEAD

MTL. STUD BLKG.

BOT. OF SOFFIT

SEE R.C.P.

SUSPENDED BARRELCEILING - SEE PLAN

1'-0 5

/8"

8"

LED STUDIO LIGHTFIXTURE - SEEELECTRICAL DWGS.

6"

(E) METALDECK

(N) SLIP TRACK TOMATCH STUD GAGE W/ #8WAFER HEAD SCREW EA.SIDE - SEE DTL. 4/S4.2

(E) CONCRETEFILL

(N) FULL HT. MTL. STUDWALL - PER PLAN

(N) 16 GA. CONT. PLATE W/(2) HILTI X-U x3/4" SHOTPINS @ 16" O.C. TYP.

WALL PARALLEL TO FLUTE

(E) METAL DECK

(N) SLIP TRACK TOMATCH STUD GAGE W/ #8WAFER HEAD SCREW EA.SIDE - SEE DTL. 4/S4.2

(N) FULL HT. MTL. STUDWALL - PER PLAN

WALL PERPENDICULAR TO FLUTE

(2) #10 SMS @ 12" O.C.

(N) HILTI X-U x 3/4"SHOT PINS @ 24" O.C.

(E) CONCRETE FILL

1/2" M

AX.

1/2" M

AX.

(N) FIRE SEALANT @ FIRERATED CONDITION - SEEWALL SCHED.

(N) FIRE SAFING @ FIRERATED CONDITION -BATT INSUL @ NON-RATEDCONDITION

SCREW GYP. BD. TOMTL. STUD (NOT THESLIP TRACK) - TYP.

1/2" GAP

(N) FULL HT. MTL. STUDWALL - PER PLANS

(N) FIRE SEALANT @ FIRERATED CONDITION - SEEWALL SCHED.

(N) FIRE SAFING @ FIRERATED CONDITION -BATT INSUL @ NON-RATED CONDITION

1/2" M

AX.

(N) 5/8" GYP. BD. -SEE WALL SCHEDULE

(N) 5/8" GYP. BD. -SEE WALL SCHEDULE


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

DETAILS

AD.01PR

3" = 1'-0"AD.01

1 M2 - METAL STUD GWB PARTITION

3" = 1'-0"AD.01

7 S.F. DOOR JAMB @ GYPSUM BD.

3" = 1'-0"AD.01

8 S.F. DOOR @ SIDELITE

3" = 1'-0"AD.01

14 BASE CABINET ANCHOR AT TOE KICK

3" = 1'-0"AD.01

16 BASE CABINET ANCHORAGE

1/4" = 1'-0"AD.01

17 TYP. SUSP. ACOUST. PANEL CEILING

1" = 1'-0"AD.01

18 COMPRESSION POST

6" = 1'-0"AD.01

19 SUSP. CLG. ATTACHED WALL ANGLE

6" = 1'-0"AD.01

25 SUSP. CLG. 'FLOAT' WALL ANGLE

1/2" = 1'-0"AD.01

21 LIGHT FIXTURE ANCHORAGE

3" = 1'-0"AD.01

22 PARTITION / SPLAY BRACE

1" = 1'-0"AD.01

29 BASE & UPPER CABINETS SECTION

3" = 1'-0"AD.01

6 S.F. DOOR HEAD/JAMB @ GYPSUM BD.

3" = 1'-0"AD.01

4 RECEPT. WINDOW HEAD/JAMB & SILL

3" = 1'-0"AD.01

11 S.F. WINDOW HEAD @ GYP. BD WALL

3" = 1'-0"AD.01

12 S.F. WINDOW JAMB @ GYP. BD. WALL 1 1/2" = 1'-0"AD.01

27 LAVATORY PIPE ENCLOSURE

1 1/2" = 1'-0"AD.01

26 LAVATORY COUNTER SECTION

1" = 1'-0"AD.01

24 ACCESS. BASE CABINET AT SINK 1 1/2" = 1'-0"AD.01

9 COUNTER AT MTL. STUD WALL

3" = 1'-0"AD.01

23 CABINET ANCHOR AT WALL

3" = 1'-0"AD.01

20 BASE CABINET ANCHOR AT WALL

1" = 1'-0"AD.01

5 BASE CABINET

3" = 1'-0"AD.01

30 GRAB BAR MOUNTING

3" = 1'-0"AD.01

2 WALL COVE LIGHTING

1 1/2" = 1'-0"AD.01

3 CEILING COVE LIGHTING

3" = 1'-0"AD.01

15 FULL HT. WALL ATTACHMENT AT DECK

11

1

GYP. BD. - SEE WALL SCHED.

PLASTIC LAM. OV. 1/2"PLYWOOD - SEE FIN. SCHED.

DAIS

2X CONT. SOLID WOOD BLOCKING

"MONARCH" CONT. Z-CLIP @ 30" O.C. VERT.- FASTEN @ 8" O.C. HORIZ. W/#8 X 2" PANHEAD DEEP THREAD SCREWS

"MONARCH" Z-CLIP W/#8 X 1/2"PAN HEAD DEEP THREAD SCREWS

WALL - REFER TO PLAN

MTL. STUD FRAMING -REF. SCHED. FOR SIZE,GA. & SPACING

(1) LAYER OF 5/8" TYPE "X"GYP. BD., REF. SCHED. FORNON-RATED AND RATEDPARTITION TYPES

BATT INSULATION, REF.SCHED FOR SIZE

RADIUS - REFER TO FLOOR PLAN

2 1/2" X 20 GA. MTL.STUDS @ 16" O.C.

5/8" GYP. BD., PRIME &PAINT - SEE FIN. SCHED.

BALLISTIC PANEL

6" X 20 GA. MTL.STUDS @ 16" O.C.

PLASTIC LAMINATE OV.1/2" PLYWOOD

6" X 20 GA. FLEXIBLE TOP& BOTTOM RUNNER TRACK

VERTICAL

PLYWD. W/ PLASTICLAM. - SEE FIN. SCHED.

CHAMBER

1/2" ALUM. REVEAL


4/A

8.0

1

SEE I

NT. ELEV.

1/2"

4/A

8.0

1

SEE I

NT. ELEV.

BALLISTIC BD - TYP.

1" LONG PAN HEAD SCREW

6" MTL. STUD BLOCKING

WALL PARTITION - SEEFLOOR PLAN

GYP. BD. - SEEWALL SCHED.

F.F.


6" ALUM. REVEAL- SEE INT. ELEV.

DAIS

HORIZONTAL

6"

1" LONG PAN HEAD SCREW

WALL PARTITION - SEEFLOOR PLAN

HEIGHTS VARY

SEE R.C.P.

HEIGHTS VARY

SEE R.C.P.

MTL. STUD FRAMING AT16" O.C., TYP.

METAL CORNER BEAD

5/8" TYPE "X"GYPSUM BOARD

INSULATION BATTWHERE OCCURS

MTL. STUD BLKG.

MTL. STUD SOFFITFRAMING - SEESTRUCT'L DWGS.

MTL. STUD SOFFITFRAMING - SEESTRUCT'L DWGS.


5/8" GYPSUM BOARD


B.O. SUSP. CLG.

+13'-6"

METAL CORNER BEAD

MTL. STUD BLKG.

BOT. OF SOFFIT

SEE R.C.P.


6"

4" HIGH 18 GA. GALV. SHT.MTL. TRIM - PRIME & PAINT


METAL CORNER BEAD

5/8" GYPSUM BOARD


2'-0"

METAL CORNER BEAD

MTL. STUD BLKG.

BOT. OF SOFFIT

SEE R.C.P.


1'-0"

B.O. SUSP. CLG.

+13'-6"

6"

4" HIGH 18 GA. GALV.SHT. MTL. TRIM -PRIME & PAINT

6"


INTERIOREXTERIOR

EXISTINGSTOREFRONT

BATT INSUL. - REFER TOWALL TYPES LEGEND

MTL STUDS - REFER TOFLOOR PLAN

5/8" GYP. BD., MUD & TAPEJOINTS - FINISH TO BESMOOTH - PRIME & PAINTBLACK

5/8" GYP. BD. - SEE FIN.SCHED.


ER

IC


NSED ARCHITECT

STA T E OF CA LIFOR

NIA

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN


CITY ENGINEER



WM

PR



171-32A-15

BID SET 11/28/2016

DETAILS

AD.03PR

3" = 1'-0"AD.03

1 P. LAM. Z-CLIP FASTENER

3" = 1'-0"AD.03

2 M1 - METAL STUD GWB PARTITION

1" = 1'-0"AD.03

3 DAIS WALL(PLAN VIEW)

3" = 1'-0"AD.03

4 WALL PANEL REVEAL - VERTICAL

3" = 1'-0"AD.03

5 WALL PANEL REVEAL - TOE KICK

3" = 1'-0"AD.03

6 GYP. BRD CEILING HT. CHANGE

1 1/2" = 1'-0"AD.03

7 SUSP. BARREL CLG @ SOFFIT

1

1 1/2" = 1'-0"AD.03

8 SUSP. BARREL CLG. @ CURVED SOFFIT

3" = 1'-0"AD.03

9 FURRED WALL @ (E) STOREFRONT

1

1 3

4"

CLIP FLANGES FOLDWEB & ATTACH TO DBLSTUD W/ (2) #10 SMS

JOISTS PER SCHED

OPENING PERARCH/ASREQ'D

DOUBLE STUD EASIDE OF OPENING.ATTACH W/ #10SMS @ 12" OCSTAGGERED.

∠3x3x18GAx0'-3" CLIP W/(3) #10 SMS EA LEG

SIMPSON SSC2.25 W/ 1/4"x 1 3/4"TITEN HD ONE SIDE OF MTLSTUD POST. TYP OF (2)

TRACK TO MATCH STUDWIDTH/GAUGE W/ 1 1/2" FLANGEW/ (2) #10 SMS EA STUD

(2) 362S162-54 BACK TOBACK MTL STUD POST @16" OC @ TIEBACKLOCATION.TYP OF (4) LOCATIONS.

1 3/

4"

LIFT BASEPER MFR

MAST PERMFR

CAR PERMFR

1 1/2" = 1'-0"1 METAL STUD WALL AT JOIST SPLICE

2 WHEEL CHAIR LIFT ANCHORAGE

5 SHEAR WALL PARALLEL TO JOIST AT OUTSIDE

6 SECTION AT STAIR

7 PONY WALL ANCHORAGE

8 SECTION AT STAIR

1" = 1'-0"

1 1/2" = 1'-0"

1 1/2" = 1'-0"

1 1/2" = 1'-0"SIMPSON 1/4"Ø TITEN HD W/ 1 3 4" EMBED. TYP OF (4)

1 1/2" = 1'-0"

WALL PER PLAN

362S162-43 @ 16" OCW/ (3) #10 SMS EACONTACT, TYP

L2x2x18GA CONT W/ #10 SMS EALEG, EA CONTACT, TYP

11

PERARCH

9 TYPICAL SOFFIT 1 " = 1'-0"

10 SUSPENDED WALL CONNECTION 1 1/2" = 1'-0"

11 HEADOUT AT CEILING JOISTS 1 " = 1'-0"

12 SECTION AT PLATFORM 1 " = 1'-0"

600S162-54 MTL STUD. FOLD WEBEA END AND ATTACH THROUGHJOIST TO STUD W/ (2) #10 SMS

BS

FIRE-TREATED SHEATHINGPER PLAN

JOIST PER PLAN(ALIGN W/ WALL STUD)

OR BLKG PER 3/-.CLIP FLANGES & FOLD WEB

W/ (4) #10 SMSTO PLATFORM WALL STUDS

16GA TRACK TO MATCH JOISTDEPTH W/ 1 1/2" FLANGES W/ (2)#10 SMS @ EA STUD T&B. ROLL

TRACK TO MATCH PLATFORMPROFILE.

ES

SHEAR WALL PER PLANW/ FIRE-TREATED SHEATHING

ES

(E) SOG PER PLAN

DESK PER ARCHWHERE OCCURS

362S200-68 MTLSTUD @ 16" OC

13 METAL STUD WALL AT PERPENDICULAR JOIST 1 1/2 " = 1'-0"

CONN PER MFR (2) 12"ØMACHINE BOLTS MIN.

BACKING PER 3C/S4.2

6"M

AX

362S162-43 @ 16" OCW/ (3) #10 SMS EACONTACT

15 TYPICAL SUSPENDED WALL AT CEILING CONNECTION 1 " = 1'-0"

FULL HT WALL CONNPER 4/S4.2

PER

ARCH

14 METAL STUD WALL ADJACENT TO FULL HEIGHT WALL 1 1/2 " = 1'-0"

16 CEILING TRANSITION 1 1/2 " = 1'-0"

(E) 9" CONCPT SLAB

(E) PT STEEL

(E) 3" NON-STRUCTCONC TOPPING SLAB

(E) 9" CONCPT SLAB

(E) PT STEEL(E) 3" NON-STRUCTCONC TOPPING SLAB

CEILING PER ARCH

6"

362S162-43 W/ (3)#10 SMS EA END,

TYP

NOTE:FOR ITEMS NOTSHOWN OR NOTED,SEE 12/S4.1.

362T150-54 CONTW/ #10 SMS EALEG EA CONTACT

L2x2x18GA CONTW/ #10 SMS EA LEG,

EA CONTACT, TYP

362S162-33 HORIZONTAL BRACING (1:1)W/ (2) #10 SMS @ EA VERT

14"Øx1 3/4" SIMPSON TITEN HD @ 48" OC

& 3" MAX FROM EA END OF SHEARWALLW/ 2x2x3

16 PL WASHER, TYP

7 PONY WALL ANCHORAGE 1 1/2" = 1'-0"

3 METAL STUD SHEAR WALL PARALLEL TO JOISTS 1 1/2" = 1'-0"

ES

(4) #10 SMSTYP @ LAP

JOIST PER PLAN TO EXTEND 1" MINPAST WALL. ALIGN WALL STUDSBELOW W/ JOISTS ABOVE W/ (2) #10SMS TO TRACK TYP

3/4" HILTI W-U SHOTPINS @ 16" OC

18GA TRACK TO MATCHWALL STUD T&B W/ 1 1/2"

FLANGES TYP W/ (2) #10 SMSTYP

WALL PER PLAN

BS

#10 SMS @ 4"OC TYP


(3) #10 SMSTYP

ES

ES

18 GA TRACK TO MATCH JOISTDEPTH W/ 1 1/2" FLANGES TYP

W/ (2) #10 SMS EA STUD T&B

BLKG TO MATCH JOISTDEPTH/GAUGE @ 32" OC ALT

SIDES, CLIP FLANGES/FOLD WEBW/ (2) #10 SMS @ ENDS TYP FULL

LENGTH OF JOIST


PLYWOOD SHEATHING

JOIST TO ALIGN W/ WALLW/ #10 SMS @ 12" OCTO TRACK BELOW

JOIST PER PLAN



16 PL WASHER, TYP

ES

ES

BS

16GA TRACK TO MATCHJOIST DEPTH W/ 1 1/2"FLANGE TYP


(3) #10 SMS TYPFIRE-TREATED SHEATHINGPER PLAN

18GA TRACK TO MATCH JOISTDEPTH W/ 11/2" FLANGES W/ (2)#10 SMS @ EA STUD T&B. ROLL


(2) #10 SMSTYP

MTL STUD BLKG TO MATCHJOIST DEPTH, CLIP FLANGE

FOLD WEB W/ (2) #10 SMSTYP @ 32" OC

TRACK TO MATCH STUDWIDTH & GAUGE W/ (2) #8SMS EA STUD TYP

112" TRACK TO MATCH

STUD WIDTH & GAUGEW/ (2) #8 SMS

362S162-33 VERT@ 16" OC TYP

∠2x2x18GA CONTW/ #10 SMS EA LEGEA CONTACT, TYP

SHEARWALLPER PLAN

3/4" T&G FIRE-TREATEDPLYWOOD SHEATHING W/ #8SMS @ 6" OC EDGE NAILING &12" OC FIELD SCREWING

ES TYP

600S162-54 MTLSTUD POST @ 16" OC

14GA TOP TRACK W/1 1/2" FLANGES W/#10 SMS EA LEG, EASTUD.

FINISH PER ARCH

PER

ARCH

3'-0"

MAX

1 3/

4"

MTL STUDJOIST PERPLAN

362S162-33 VERT@ 16" OC TYP

∠2x2x18GA CONTW/ #10 SMS EA LEGEA CONTACT, TYP

3625162-33 CONT W/#10 SMS EA CONTACT

3/4" T&G FIRE-TREATEDPLYWOOD SHEATHING W/ #8SMS @ 6" OC EDGE NAILING &12" OC FIELD SCREWING

ES TYP

HILTI X-Ux34"

SHOT PINS@ 24" OC TYP

TRACK TO MATCH STUDWIDTH & GAUGE W/ (2) #8SMS EA STUD TYP

HILTI X-Ux34"

SHOT PINS@ 24" OC TYP

ES

ES



16 PL WASHER, TYP

ES

ES

CONN PER 12/S4.1

CLG JOIST PER PLAN

STRONGBACK PERPLAN & 12/S4.1WHERE OCCURS

WALL PER PLAN

PER ARCH2'-0" MAX

(3) #10 SMS TYP

PER

ARCH

∠ 1 12"x1 12"x20GA CONT W/(1) #10 SMS EA LEG EACONTACT

362S162-33 @ EA JOIST

HANGING WALL STUDS362S162-54 @ 16" OCALIGN W/ JOISTS BELOW

2 1 2"

STIFFCLIP CL600-118@ 16" OC W/ 14"Øx2 12"TITEN HD TO SOG &(10) #12 SMS TO STUD(PATTERN 4)

TRACK TO MATCH DEPTH & GAGEW/ 1 1/2" FLANGES TYP W/ #10 SMS

EA LEG EA STUD

JOIST PER PLAN W/ (2) #10 SMS TOTRACK TYP

16GA TRACK TO MATCHWALL STUD T&B W/ 1 1/2"

FLANGES TYP W/ (2) #10 SMSTYP

WALL PER PLAN

#10 SMS @ 4"OC TYP


ES

ES

SHEARWALL PER PLANW/ FIRE-TREATEDSHEATHING

BS



16 PL WASHER, TYP

MTL STUD BLKG TO MATCH JOISTDEPTH/GAGE, TYP ALL BAYS OVERSHEARWALL

16GA TRACK TO MATCHJOIST DEPTH W/ (2) #10 SMSEA STUD. ROLL TRACK TOMATCH PLATFORM PROFILE

CRIPPLE WALL PER 1/-

JOIST PER PLAN TO ALIGN W/WALL STUD BELOW W/ (2) #10

SMS TO TRACK BELOW


18GA TRACK TO MATCH JOISTDEPTH W/ 1 1/2" FLANGES W/ (2)#10 SMS @ EA STUD T&B. ROLL


FULL HT WALLPER PLAN

ANCHOR PER 4/S4.2

3/4" HILTI W-U SHOTPINS @ 16" OC

ES

TRACK TO MATCH JOISTDEPTH & GA W/ 1 12"FLANGE W/ (2) #10 SMS EASTUD.

∠ 1 12"x1 12"x20GA CONT W/(1) #10 SMS EA LEG EA

CONTACT

WALL PARALLEL TO DECK

(2) #10 SMS @ 16" OC,ALIGN W/ SIMPSON TITEN HD ANCHORS

12 GA TRACK TO MATCH STUD DEPTHW/ 1 1/2" FLANGES & #10 SMSEA LEG EA CONTACT

10GA CONT PLATE W/(2) 1/4" ø SIMPSON TITEN HD

W/ 2" EMBED @ 16" OC

WALL STUD PER PLANALIGN WITHIN 1" OF #10 SMS

& SIMPSON TITEN HD

1/4" ø SIMPSON TITEN HDW/ 2" EMBED @ 16" OC

12 GA TRACK TO MATCH STUD DEPTHW/ 1 1/2" FLANGES & #10 SMS EA LEGEA CONTACT

WALL PERPENDICULAR TO DECK

CONN PER 15/-

PROVIDE BRIDGINGPER 3/S4.1 @ ALLWALLS W/O FINISHBOTH SIDES TYP

CONN PER 15/-

ALIGN KICKER PER 8/S4.1W/ MTL STUD POST TYP

SEE 8/S4.1 FOR TOP OFBRACE CONN.

TRACK TO MATCH STUD DEPTH & GAW/ 1 1\2" FLANGES & (2) #10 SMS EASTUD

362S125-33 TYP @ 36" OCALTERNATE DIRECTION

METAL STUD BLKGTO MATCH JOISTS


(E) 9" CONCPT SLAB

(E) PT STEEL


(E) 9" CONCPT SLAB

(E) PT STEEL

1 3/

4"


(E) 9" CONCPT SLAB

(E) PT STEEL


(E) 9" CONCPT SLAB

(E) PT STEEL


(E) 9" CONCPT SLAB

(E) PT STEEL


(E) 9" CONCPT SLAB

(E) PT STEEL


(E) 9" CONCPT SLAB

(E) PT STEEL


(E) 9" CONCPT SLAB

(E) PT STEEL

362S162-33 DIAGONALBRACING (1:1) W/ (2) #10 SMS

@ EA VERT

11

WALL STUD PER PLANALIGN WITHIN 1" OF #10 SMS

& SIMPSON TITEN HD

@ SIM

∠ 1 12"x1 12"x20GA CONTW/ (1) #10 SMSEA LEG EA CONTACT

CEILING JOISTPER PLAN

HANGING WALL STUDPER DETAIL(3) #10 SMSEA STUD

362S162-33 DIAGONALBRACING (1:1) W/ (2) #10 SMS

@ EA VERT

SHEET NO.

SHEETSPROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF


AS SHOWN

8-31-2016


CITY ENGINEERSTOCKTON, CALIFORNIA

APPROVED BY: DATE:

HM

EB

CITY HALL RELOCATION PHASE 2 - COUNCIL CHAMBER, REVENUE,CITY CLERK, CITY ATTORNEY AND CITY MANAGER


115-213

JG

2250 Douglas Blvd, Suite 200Roseville, CA 95661

O:916.772.7688F:916.772.7699www.kpff.com

BID SET 11/28/16

S 5770Exp. 12-31-17

REG I

STER

ED PROFESS IONAL ENGINEER

TIMO

TH

Y JAMES MATHEWSON

S T R U C T U R A LSTA T E OF CA L I FORN I A

JGADDENDUM 11 1-5-17

DETAILS

S4.3

11-08-2016

September 2017

C28388

E

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LIA

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O

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L

E

L

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C

E

N

S

E

D

AR

C

H

I

T

E

C

T

S

T

A

T

E

O

F

CA

L

I

F

O

R

N

I

A

SHEET NO.

SHEETS

PROJECT NO.

RECORD DWG:

CHECKED BY:

DESIGNED BY:

DRAWN BY:

SCALE:

OF

These documents are property of LDA Partners, LLP, and are not to be reproduced, changed or copied without the

expressed written consent of LDA Partners, LLP.

AS SHOWN


JA

KS



171-32A-15

BID SET 11/28/2016

KS

20

HVAC DETAILS

M5.1113

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