24-051_CCWF_EIFS_Bldg-508_Fac-B_CB02_Final_Plans.pdf

PDF 3 MB Posted May 12, 2026

Attached to: FPCM-CCWF-I001136-001-A-RS EIFS System
Solicitation number: 0000039247
Issued by: Kings County, California

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Written by GovTribe AI · May 13, 2026

This is a Construction Bulletin (CB-002) issued by the California Department of Corrections and Rehabilitation for the Central California Women's Facility (CCWF) Building 508 EIFS project, identified as Project 24-051. The bulletin, dated October 14, 2025, clarifies specifications for paper-backed galvanized metal lath installation over both split-faced and standard concrete masonry unit (CMU) walls as part of the Exterior Insulation and Finish System (EIFS) work. The bulletin supersedes previous plans and specifications, with revisions applied across multiple architectural sheets including housing unit exterior elevations (A2.1, A3.1, A3.2, A3.3, A3.4), wall sections (A4.1), and EIFS details (A5.1, A5.2, A5.3). Key revisions include updated Keynote 65 specifications and added detail tags for metal lath fastening, with particular emphasis on detail sheets A5.1, A5.2, and A5.3 for comprehensive EIFS system guidance.

The bulletin specifies that galvanized metal lath must be provided at the EIFS system over both standard and split-faced CMU walls, with corrosion-resistant 3/8-inch diameter PAF fasteners with washers penetrating the CMU by at least 3/4 inch. Fasteners are to be spaced 7 inches on center horizontally and 24 inches on center vertically in a grid pattern, attached to grout joints rather than directly into CMU blocks to prevent cracking. The project involves demolition and construction activities at an occupied facility, requiring continuous maintenance of egress, fire access routes, and compliance with local, state, and federal codes. The Office of the State Fire Marshal approved the plans for fire and panic purposes on December 8, 2025, with the requirement that one set of approved plans remain available on the project site and final approval subject to field inspection.

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Other files

File	Type	Posted
24-051_CCWF_EIFS_Bldg-508_Fac-B_CB01_Final_Plans.pdf	PDF	May 12, 2026
14_-_24-051_CCWF_BLDG508_Plans.pdf	PDF	May 12, 2026
24-051_CCWF_EIFS_Bldg-508_Fac-B_CB01_Final_Specs.pdf	PDF	May 12, 2026
12_-_FPCM-CCWF-I001136-001-A-RS_EIFS_System.pdf	PDF	May 12, 2026
RFI__4_EIFS_BLDG_508.pdf	PDF	May 12, 2026

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P:\DESIGN SERVICES\CCWF\DESIGN\24-051 EIFS Bldg 508\Construction Support\CBs\CB02- RFI 01 Metal Lath\Document\CB-002 24- 051 CCWF EIFS Bldg 508.doc

DESIGN AND ENVIRONMENTAL SERVICES AND STANDARDS

BRANCH

DESIGN STANDARDS AND SERVICES

DESIGN SERVICES

CONSTRUCTION BULLETIN

No. 002

Institution: Central California Women’s Facility

Project Name: EIFS Bldg. 508 Facility B

Construction Bulletin Number: 002

Date of Issuance: October 14, 2025

Reference: Project 24-051 EIFS Bldg. 508 Facility B

Description: This Bulletin clarifies the paper backed galvanized metal lath to go over both split-faced and standard CMU wall. Adds detail for fastening of galvanized metal lath.

Approved: ________________________________ ________________ Martha Cervantes Date

Senior Architect

John Rodriguez Date Supervising Architect

10/14/2025

10.15.2025

OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY

12/08/25

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans shall be available on the project site at all times.

25-1743

Central California Women’s Facility EIFS Bldg. 508 Facility B

24-051 Construction Bulletin No. 002

P:\DESIGN SERVICES\CCWF\DESIGN\24-051 EIFS Bldg 508\Construction Support\CBs\CB02- RFI 01 Metal Lath\Document\CB-002 24- 051 CCWF EIFS Bldg 508.doc

BULLETIN NUMBER: 002

The following items in this Bulletin shall supersede those in all previously issued Plans, Specifications, and any Addenda. All other conditions remain unchanged.

Changes, modifications, corrections, clarifications, or additions as set forth herein shall apply to the above documents and shall be made a part thereof and subject to all of the requirements as though originally specified or shown.

This Bulletin consists of the following items:

ITEM

NO. DESCRIPTION

1. Sheet A2.1 - HOUSING UNIT BLDG 508 EXTERIOR ELEVATION

a. Revised Keynote 65.

2. Sheet A3.1 – HOUSING UNIT BLDG 508 EXTERIOR ELEVATION

b. Elevation detail 2/A3.1 – Added keynote 65.

3. Sheet A3.2 – HOUSING UNIT BLDG 508 EXTERIOR ELEVATION

4. Sheet A3.3 – HOUSING UNIT BLDG 508 ENLARGED EXTERIOR ELEVATION

5. Sheet A3.4 – HOUSING UNIT BLDG 508 ENLARGED EXTERIOR ELEVATION

6. Sheet A4.1 – HOUSING UNIT BLDG 508 WALL SECTION

a. Detail 1/A4.1, 3/A4.1, 4/A4.1, 5/A4.1 & 6/A4.1 – Added detail tag

7. Sheet A5.1 – EIFS DETAILS

a. Detail 6/A5.1, 11/A5.1, 12/A5.1, 18/A5.1, 19/A5.1 & 20/A5.1 – Added note

8. Sheet A5.2 – EIFS DETAILS

a. Detail 1/A5.2, 2/A5.2, 4/A5.2 & 6/A5.2 – Added note

b. Added new detail 3/A5.2

9. Sheet A5.3 – EIFS DETAILS

a. Detail 10/A5.3 – Added note

END OF CONSTRUCTION BULLETIN No. 002

514513

704 702

503504

FIRING RANGE

909 910

812 813

STORAGE

PIA

GENERATORS

FUEL TANKS

FACILITY A

FACILITY B

FACILITY C

FACILITY D

1 2 3 4 5 6 7 8 9 10 11 12 13

A3.2

A3.1

A3.3

A3.2

A3.1

DEMO NEW

DEMO

NEW

DEMO

NEW

A3.3

DEMO NEW

DEMO

NEW

DEMO

NEW

DEMO

NEW

DEMO

A4.1

DEMO

NEW

DEMO

NEW

A5.1

248' - 8"

A5.2

A5.1

KEY PLAN

CROSS TOP

HOUSING UNIT

BLDG 508

GENERAL NOTES

1. BUILDING WILL BE OCCUPIED DURING DEMOLITION AND CONSTRUCTION. EGRESS /INGRESS SHALL

REMAIN FREE OF DEBRIS AND OBSTRUCTION THROUGH OUT DEMOLITION AND CONSTRUCTION.

2. FIRE ACCESS AND FIRE APPARATUS ROAD WAY SHALL BE MAINTAINED FREE OF OBSTRUCTION AT

ALL TIMES.

3. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL BE REMOVED

AND DISPOSED OF IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

4. REPAIR / REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.

5. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER ADVERSE

WEATHER, ETC.

6. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO DEMOLITION

AND /OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS OTHERWISE NOTED.

7. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO (E) CONDITIONS IS GIVEN AS BEST

PRESENT KNOWLEDGE. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE CORRECTION/CLARIFICATION CAN BE PROVIDED.

8. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.

9. COORDINATE WITH PLANT OPS BEFORE AND AFTER SHUTTING OFF ANY UTILITIES.

LEGEND

EXISTING DOOR TO REMAIN

EXISTING WALL TO REMAIN

NEW EXTERIOR INSULATION AND FINISH SYSTEM

E C

AD CR

C-34592

REN. 09-30-27

R A

ROIF

CO F AL

TA N

RVA

N T E S

C A D

DATE:

SHEET NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V3

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

SUPERVISING ARCHITECT

P D E S

N S

E R

E S \C

C W

F \D

E S

N \2

-0

S B ld g

\C o n s tr u ct io n S u p p o rt \C

B s\

C B R F I M e ta l L a th

\D ra w in g s \2

-0

C C W

F B L D G

B R e vi s io n s .r vt

:3 :0

A2.1

H O

U S

G U

B L D

L O

O R P

L A N

05/28/2025

S B

L D G

F A C

Y B

24-051

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

Y C

C W

O A D

C H

O W

C H

L A , C

CCWF

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SCALE: 1/16" = 1'-0"1 HOUSING UNIT 508 FIRST FLOOR PLAN

NORTH

KEYNOTES

2 (E) STANDARD AND SPLITFACE CMU WALL TO REMAIN

18 (E) CONCRETE STOOP TO REMAIN

19(E) CONCRETE PAD TO REMAIN

20 (E) FENCE POST TO REMAIN

21 (E) CHAIN LINK FENCE AND RAZOR WIRE TO REMAIN

53 (N) 4" (R16) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS). PROVIDE

ULTRA-HIGH IMPACT MESH ASSEMBLY FOR ALL EIFS CLAD WALL AREAS.

65 PROVIDE GALVANIZED METAL LATH AT EIFS SYSTEM OVER BOTH

STANDARD & SPLITFACE CMU.

REV. DATE: DESCRIPTION

2 10/14/25 CB02 METAL LATH

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

0' - 0"

A3.4

A4.1

5 4 3 2 1 6 7 8 9 10 11 12 13

54 52

5454 53 52

555555 53 555555 555555

53 53

80 5454

53 52

80 5555

73 73 65 65 652

0' - 0"

A3.4

ED C B A F G H J K L M N

80 54

80 55

80 5555 54 54

71 5555

80 5555 65

65 65 65

53 53 73 53

73 5355

54 54

0' - 0"

54 3 2 1 6 7 8 9 10 11 12 13

D30 4

12 13 16

D30 3 4

D30 4 73

SKEWED ELEVATION

8 4 71 4 8

D30

10 12 13 16 15 24 10 9

D23

D20

D21

3 2

SKEWED ELEVATION

D30

4 4

15 10 12 13 16 10 15

12 13 16

4 D23 2

3 4D30

D30 4 3

D30 2 4

D5D5

D5 D5

0' - 0"

E D C B A F G H J K L M N

D30 4

4 3

D23 4 SKEWED ELEVATION

4 4

15 10 1013 16 12 15 9 15 6

D30

18 D21

D23

D30

15 24 10

SKEWED ELEVATION

8 4 4 8

12 13 16 10 15 12 13 16

D23 4

4 3

D5D5 D5

D5 D5

D5 D20

2 2D30 D303 3 D30 D30 3 D30 2

1. BUILDING WILL BE OCCUPIED DURING DEMOLITION AND CONSTRUCTION. EGRESS /INGRESS

SHALL REMAIN FREE OF DEBRIS AND OBSTRUCTION THROUGH OUT DEMOLITION AND

CONSTRUCTION.

2. FIRE ACCESS AND FIRE APPARATUS ROAD WAY SHALL BE MAINTAINED FREE OF

OBSTRUCTION AT ALL TIMES.

3. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL BE

REMOVED AND DISPOSED OF IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL CODES

AND REGULATIONS.

4. REPAIR / REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.

5. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER

ADVERSE WEATHER, ETC.

6. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO

DEMOLITION

AND /OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS OTHERWISE NOTED.

7. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO (E) CONDITIONS IS GIVEN AS

BEST PRESENT KNOWLEDGE. WHERE ACTUAL CONDITIONS CONFLICT WITH THE

DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE

CORRECTION/CLARIFICATION CAN BE PROVIDED.

8. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.

9. COORDINATE WITH PLANT OPS BEFORE AND AFTER SHUTTING OFF ANY UTILITIES.

GENERAL NOTES

LEGEND

EXISTING TO REMAIN

TO BE REMOVED

NEW

EXTERIOR FINISH & COLOR LEGEND

T-1: COLOR & TEXTURE TO MATCH: DRYVIT 101 CASTLE GRAY,

STONE MIST TEXTURE FINISH.

C-1: COLOR & TEXTUIRE TO MATCH: DRYVIT 104 DOVER SKY COLOR,

SANDPEBBLE FINE TEXTURE FINISH.

P-1: PAINT COLOR TO MATCH: DRYVIT 101 SUPER WHITE.

B-1: COLOR & TEXTURE TO MATCH: DRYVIT 910 GATEHOUSE COLOR,

BRICK FINISH.

E C

AD CR

C-34592

REN. 09-30-27

R A

ROIF

CO F AL

TA N

RVA

N T E S

C A D

DATE:

SHEET NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V3

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

SUPERVISING ARCHITECT

P D E S

N S

E R

E S \C

C W

F \D

E S

N \2

-0

S B ld g

\C o n s tr u ct io n S u p p o rt \C

B s\

C B R F I M e ta l L a th

\D ra w in g s \2

-0

C C W

F B L D

G C B R e v is io n s2

.r vt

:4 :0

A3.1

H O

U S

G U

B L D G

E X T E R

E L E V A T

N S

05/28/2025

S B

L D G

F A C

Y B

24-051

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

Y C

C W

O A D

C H O

W C

L A , C

CCWF

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SCALE: 3/32" = 1'-0"2 BLDG 508 SOUTH ELEVATION

SCALE: 3/32" = 1'-0"4 BLDG 508 WEST ELEVATION

SCALE: 3/32" = 1'-0"1 BLDG 508 SOUTH EAST EXISTING/DEMOLITION ELEVATION

SCALE: 3/32" = 1'-0"3 BLDG 508 WEST EXISTING/DEMOLITION ELEVATION

KEYNOTES - DEMO

2 (E) STANDARD AND SPLITFACE CMU WALL TO REMAIN

3 (E) CMU CONTROL JOINT TO REMAIN

4(E) WINDOW TO REMAIN. PAINT METAL WINDOW FRAME TO MATCH

P-1

6 (E) LOUVER TO REMAIN. PAINT TO MATCH P-1

8 (E) METAL DOOR AND FRAME TO REMAIN. PAINT TO MATCH P-1

9 (E) STUCCO ON CMU TO REMAIN, PAINT TO MATCH C-1

10 (E) STUCCO ON METAL FRAMING TO REMAIN, PAINT TO MATCH C-1

12 (E) CONCRETE TILE ROOF TO REMAIN

13 (E) GUTTER TO REMAIN. PAINT TO MATCH P-1

15 (E) METAL COPING TO REMAIN, PAINT TO MATCH P-1

16 (E) PREFINISH METAL FASCIA SYSTEM TO REMAIN, PAINT TO MATCH

P-1

17 (E) PREFINISH METAL FLASHING TO REMAIN, PAINT TO MATCH P-1

18 (E) CONCRETE STOOP TO REMAIN

20 (E) FENCE POST TO REMAIN

21 (E) CHAIN LINK FENCE AND RAZOR WIRE TO REMAIN

24(E) BUILDING NUMBER TO REMAIN

30 (E) STEEL BAR TO REMAIN. PAINT TO MATCH P-1

52 (N) DOWNSPOUT. PAINT TO MATCH P-1

53 (N) 4" (R16) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS).

PROVIDE ULTRA-HIGH IMPACT MESH ASSEMBLY FOR ALL EIFS CLAD

WALL AREAS.

54(N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) CONTROL

JOINT. MATCH LOCATION OF (E) CONTROL JOINT U.N.O.

55 (N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) REVEAL

65 PROVIDE GALVANIZED METAL LATH AT EIFS SYSTEM OVER BOTH

STANDARD & SPLITFACE CMU.

70 RELOCATED (E) ELECTRICAL OUTLET

71 RELOCATED (E) INTERCOM PANEL

73 RELOCATED (E) HOSEBIB, SEE DTL 10/A5.3

80 RELOCATED (E) PRECAST CONCRETE SPLASH BLOCK

D2 REMOVE (E) DOWNSPOUT PATCH & REPAIR IN-KIND AND PREP FOR

NEW WORK

D5 GRIND DOWN HIGH SPOTS OF SPLITFACE CMU AS NEEDED TO

ACCOMODATE THE (N) EIFS SYSTEM OVER PAPER BACKED

GALVANIZED METAL LATH

D20 REMOVE AND RELOCATE (E) ELECTRICAL OUTLET TO ACCOMODATE

(N) EIFS SYSTEM. (N)LOCATION TO MATCH (E). SEE ELECTRICAL

DRAWINGS.

D21 REMOVE AND RELOCATE (E) INTERCOM PANEL TO ACCOMODATE (N)

EIFS SYSTEM. (N)LOCATION TO MATCH (E). SEE ELECTRICAL

DRAWINGS.

D23 REMOVE AND RELOCATE (E) HOSEBIB TO ACCOMODATE (N) EIFS

SYSTEM. (N)LOCATION TO MATCH (E).

D30 REMOVE AND RELOCATE (E) PRECAST CONCRETE SPLASH BLOCK

TO ACCOMODATE (N) EIFS SYSTEM. (N)LOCATION TO MATCH (E).

KEYNOTES

SKEWED ELEVATION SKEWED ELEVATION

SKEWED ELEVATIONSKEWED ELEVATION

C -1

T -1

B -1

C -1

T -1

B -1

T -1

C -1

T -1

C -1

REV. DATE: DESCRIPTION

1 09/08/25 CB01 UPDATED COLOR

AND FINISH

2 10/14/25 CB02 METAL LATH

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject

5 4 3 2 16 7 8 9 10 11 12 13

D30 4 3

D30

3 4

D30 4

D23 26

SKEWED ELEVATION

D32

2828 8

D33 9 15 12 13 16

15 9

D30

D23

D21

70 3 2

SKEWED ELEVATION

D30

4 4

1510 12 13 16 10 15 12 13 16

4 D23 2

D30 3 4

D30 4 3 2

D30 2 4

D5 D5 D5 D5

D5 D5

D5 D5 D5

0' - 0"

E D C B AF G H J K L M N

2 D2

D303 4

D30

12 13 16

4 3

D30 D23 4 SKEWED ELEVATION SKEWED ELEVATION

15 10 1213 16 10 15

D30

9 15

3 D21

D20

D23

D30

D23 4

D30 2 3

D30 3 4

D30 4 2

12 13 16

4 4 4 4

D5 D5

28 8429

D33

D5 D5

0' - 0"

A4.1

5 4 3 2 16 7 8 9 10 11 12 13

555555

80 5454

555555

80 53 555555

73 5454

53 5454 555555

60 555555 53 73 555555

80 5454 53

80 5565 65 65

65 65

65 65 65

5454 54

54 54 555555 5555

SKEWED ELEVATIONSKEWED ELEVATION

0' - 0"

A3.4

E D C B AF G H J K L M N

80 535555 5454

805555

71 73 535555

80 54 5555

80 53 5454

80 53555555

5454 83

55555565

65 65 65

65 55 55 54 54 55

5454 5454

55 55 55

55 55

1. BUILDING WILL BE OCCUPIED DURING DEMOLITION AND CONSTRUCTION. EGRESS /INGRESS

SHALL REMAIN FREE OF DEBRIS AND OBSTRUCTION THROUGH OUT DEMOLITION AND

CONSTRUCTION.

2. FIRE ACCESS AND FIRE APPARATUS ROAD WAY SHALL BE MAINTAINED FREE OF

OBSTRUCTION AT ALL TIMES.

3. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL BE

REMOVED AND DISPOSED OF IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL CODES

AND REGULATIONS.

4. REPAIR / REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.

5. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER

ADVERSE WEATHER, ETC.

6. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO

DEMOLITION

AND /OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS OTHERWISE NOTED.

7. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO (E) CONDITIONS IS GIVEN AS

BEST PRESENT KNOWLEDGE. WHERE ACTUAL CONDITIONS CONFLICT WITH THE

DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE

CORRECTION/CLARIFICATION CAN BE PROVIDED.

8. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.

9. COORDINATE WITH PLANT OPS BEFORE AND AFTER SHUTTING OFF ANY UTILITIES.

GENERAL NOTES

LEGEND

EXISTING TO REMAIN

TO BE REMOVED

NEW

EXTERIOR FINISH & COLOR LEGEND

T-1: COLOR & TEXTURE TO MATCH: DRYVIT 101 CASTLE GRAY,

STONE MIST TEXTURE FINISH.

C-1: COLOR & TEXTUIRE TO MATCH: DRYVIT 104 DOVER SKY COLOR,

SANDPEBBLE FINE TEXTURE FINISH.

P-1: PAINT COLOR TO MATCH: DRYVIT 101 SUPER WHITE.

B-1: COLOR & TEXTURE TO MATCH: DRYVIT 910 GATEHOUSE COLOR,

BRICK FINISH.

E C

AD CR

C-34592

REN. 09-30-27

R A

ROIF

CO F AL

TA N

RVA

N T E S

C A D

DATE:

SHEET NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V3

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

SUPERVISING ARCHITECT

P D E S

N S

E R

E S \C

C W

F \D

E S

N \2

-0

S B ld g

\C o n s tr u ct io n S u p p o rt \C

B s\

C B R F I M e ta l L a th

\D ra w in g s \2

-0

C C W

F B L D

G C B R e v is io n s2

.r vt

:4 :5

A3.2

H O

U S

G U

B L D G

E X T E R

E L E V A T

N S

05/28/2025

S B

L D G

F A C

Y B

24-051

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

Y C

C W

O A D

C H O

W C

L A , C

CCWF

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SCALE: 3/32" = 1'-0"1 BLDG 508 NORTH EXISTING/DEMOLITION ELEVATION

SCALE: 3/32" = 1'-0"3 BLDG 508 EAST EXISTING/DEMOLITION ELEVATION

SCALE: 3/32" = 1'-0"2 BLDG 508 NORTH ELEVATION

SCALE: 3/32" = 1'-0"4 BLDG 508 EAST ELEVATION

D2 REMOVE (E) DOWNSPOUT PATCH & REPAIR IN-KIND AND PREP FOR

NEW WORK

D5 GRIND DOWN HIGH SPOTS OF SPLITFACE CMU AS NEEDED TO

ACCOMODATE THE (N) EIFS SYSTEM OVER PAPER BACKED

GALVANIZED METAL LATH

D20REMOVE AND RELOCATE (E) ELECTRICAL OUTLET TO ACCOMODATE

(N) EIFS SYSTEM. (N)LOCATION TO MATCH (E). SEE ELECTRICAL

DRAWINGS.

D21 REMOVE AND RELOCATE (E) INTERCOM PANEL TO ACCOMODATE (N)

EIFS SYSTEM. (N)LOCATION TO MATCH (E). SEE ELECTRICAL

DRAWINGS.

D23 REMOVE AND RELOCATE (E) HOSEBIB TO ACCOMODATE (N) EIFS

SYSTEM. (N)LOCATION TO MATCH (E).

D30REMOVE AND RELOCATE (E) PRECAST CONCRETE SPLASH BLOCK

TO ACCOMODATE (N) EIFS SYSTEM. (N)LOCATION TO MATCH (E).

D32 REMOVE AND RELOCATE (E) FIRE ALARM TO ACCOMODATE (N) EIFS

SYSTEM. (N)LOCATION TO MATCH (E). SEE ELECTRICAL DRAWINGS.

D33 REMOVE AND RELOCATE (E) ELECTRICAL PANEL TO ACCOMODATE

(N) EIFS SYSTEM. (N)LOCATION TO MATCH (E). SEE ELECTRICAL

DRAWINGS.

KEYNOTES - DEMO

2 (E) STANDARD AND SPLITFACE CMU WALL TO REMAIN

3 (E) CMU CONTROL JOINT TO REMAIN

4 (E) WINDOW TO REMAIN. PAINT METAL WINDOW FRAME TO MATCH

P-1

6 (E) LOUVER TO REMAIN. PAINT TO MATCH P-1

8 (E) METAL DOOR AND FRAME TO REMAIN. PAINT TO MATCH P-1

9 (E) STUCCO ON CMU TO REMAIN, PAINT TO MATCH C-1

10 (E) STUCCO ON METAL FRAMING TO REMAIN, PAINT TO MATCH C-1

11 (E) STUCCO CONTROL JOINT TO REMAIN

12 (E) CONCRETE TILE ROOF TO REMAIN

13 (E) GUTTER TO REMAIN. PAINT TO MATCH P-1

15 (E) METAL COPING TO REMAIN, PAINT TO MATCH P-1

16 (E) PREFINISH METAL FASCIA SYSTEM TO REMAIN, PAINT TO MATCH

P-1

17 (E) PREFINISH METAL FLASHING TO REMAIN, PAINT TO MATCH P-1

18 (E) CONCRETE STOOP TO REMAIN

20 (E) FENCE POST TO REMAIN

21 (E) CHAIN LINK FENCE AND RAZOR WIRE TO REMAIN

26 (E) GAS METER TO REMAIN

27 (E) WALL THRU ROOF LEADERS TO REMAIN, SEE DTL 10/A5.3

28 (E) ELECTRICAL CONDUIT AND HOUSING TO REMAIN

29 (E) CONDENSOR UNIT AND WALL MOUNT FRAME TO REMAIN

30 (E) STEEL BAR TO REMAIN. PAINT TO MATCH P-1

52 (N) DOWNSPOUT. PAINT TO MATCH P-1

53 (N) 4" (R16) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS).

PROVIDE ULTRA-HIGH IMPACT MESH ASSEMBLY FOR ALL EIFS CLAD

WALL AREAS.

54 (N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) CONTROL

JOINT. MATCH LOCATION OF (E) CONTROL JOINT U.N.O.

55 (N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) REVEAL

56 (N) 1 1/2" EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) AT (E)

GAS METER

57 (N) 1 1/2" EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) AT (E)

CONDENSER UNIT

60 NO EIFS BEHIND (E) ELECTRICAL CONDUIT AND HOUSING

65 PROVIDE GALVANIZED METAL LATH AT EIFS SYSTEM OVER BOTH

STANDARD & SPLITFACE CMU.

70 RELOCATED (E) ELECTRICAL OUTLET

71 RELOCATED (E) INTERCOM PANEL

73 RELOCATED (E) HOSEBIB, SEE DTL 10/A5.3

80 RELOCATED (E) PRECAST CONCRETE SPLASH BLOCK

83 RELOCATED (E) ELECTRICAL PANEL

KEYNOTES

C -1

T -1

2 REV. DATE: DESCRIPTION

1 09/08/25 CB01 UPDATED COLOR

AND FINISH

2 10/14/25 CB02 METAL LATH

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject

4 24

42 22

D22

D214

D5D5D20

0' - 0"

A4.1

535553 5555

65 65

C -1

T -1

5555 5555

0' - 0"

555555 53

C -1

T -1

2 8

0' - 0"

53 555555

C -1

T -1

0' - 0"

A4.1

535555

C -1

T -1

0' - 0"

4 4 2 4 4

0' - 0"

4 4 2 4 4

0' - 0"

53555555

T -1

C -1

15 9 15 9 159D33

3 3

11 11

26 8 6 29 2727 D32 8284 4 4 2

D35

0' - 0"

A4.1

53 535454

60555557 53

65 65

A5.1

T -1

C -1

LEGEND

EXISTING TO REMAIN

TO BE REMOVED

NEW

1. BUILDING WILL BE OCCUPIED DURING DEMOLITION AND CONSTRUCTION. EGRESS /INGRESS

SHALL REMAIN FREE OF DEBRIS AND OBSTRUCTION THROUGH OUT DEMOLITION AND

CONSTRUCTION.

2. FIRE ACCESS AND FIRE APPARATUS ROAD WAY SHALL BE MAINTAINED FREE OF

OBSTRUCTION AT ALL TIMES.

3. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL BE

REMOVED AND DISPOSED OF IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL CODES

AND REGULATIONS.

4. REPAIR / REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.

5. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER

ADVERSE WEATHER, ETC.

6. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO

DEMOLITION

AND /OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS OTHERWISE NOTED.

7. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO (E) CONDITIONS IS GIVEN AS

BEST PRESENT KNOWLEDGE. WHERE ACTUAL CONDITIONS CONFLICT WITH THE

DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE

CORRECTION/CLARIFICATION CAN BE PROVIDED.

8. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.

9. COORDINATE WITH PLANT OPS BEFORE AND AFTER SHUTTING OFF ANY UTILITIES.

GENERAL NOTES EXTERIOR FINISH & COLOR LEGEND

T-1: COLOR & TEXTURE TO MATCH: DRYVIT 101 CASTLE GRAY,

STONE MIST TEXTURE FINISH.

C-1: COLOR & TEXTUIRE TO MATCH: DRYVIT 104 DOVER SKY COLOR,

SANDPEBBLE FINE TEXTURE FINISH.

P-1: PAINT COLOR TO MATCH: DRYVIT 101 SUPER WHITE.

B-1: COLOR & TEXTURE TO MATCH: DRYVIT 910 GATEHOUSE COLOR,

BRICK FINISH.

E C

AD CR

C-34592

REN. 09-30-27

R A

ROIF

CO F AL

TA N

RVA

N T E S

C A D

DATE:

SHEET NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V3

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

SUPERVISING ARCHITECT

P D E S

N S

E R

E S \C

C W

F \D

E S

N \2

-0

S B ld g

\C o n s tr u ct io n S u p p o rt \C

B s\

C B R F I M e ta l L a th

\D ra w in g s \2

-0

C C W

F B L D

G C B R e v is io n s2

.r vt

:4 :3

A3.3

H O

U S

G U

B L D G

E N L A R G

E D

E X

R E

L E V A T

N S

05/28/2025

S B

L D G

F A C

Y B

24-051

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

Y C

C W

O A D

C H

O W

C H

L A , C

CCWF

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SCALE: 3/16" = 1'-0"1 BLDG 508 SW EXIST/DEMO ELEVATION

SCALE: 3/16" = 1'-0"2 BLDG 508 SW ELEVATION

SCALE: 3/16" = 1'-0"4BLDG SW ELEVATION

SCALE: 3/16" = 1'-0"3BLDG 508 SW EXIST/DEMO ELEVATION

SCALE: 3/16" = 1'-0"5BLDG 508 SE EXIST/DEMO ELEVATION

SCALE: 3/16" = 1'-0"6 BLDG 508 SE ELEVATION

SCALE: 3/16" = 1'-0"8 BLDG 508 SE ELEVATION

SCALE: 3/16" = 1'-0"7 BLDG 508 SE EXIST/DEMO ELEVATION

SCALE: 3/16" = 1'-0"9 BLDG 508 SW EXIST/DEMO ELEVATION

SCALE: 3/16" = 1'-0"10 BLDG 508 SW ELEVATION

SCALE: 3/16" = 1'-0"11 BLDG 508 NORTH EAST ELEVATION

SCALE: 3/16" = 1'-0"12 BLDG 508 NORTH EAST ELEVATION

KEYNOTES - DEMO

2 (E) STANDARD AND SPLITFACE CMU WALL TO REMAIN

3 (E) CMU CONTROL JOINT TO REMAIN

4(E) WINDOW TO REMAIN. PAINT METAL WINDOW FRAME TO

MATCH P-1

6 (E) LOUVER TO REMAIN. PAINT TO MATCH P-1

8 (E) METAL DOOR AND FRAME TO REMAIN. PAINT TO MATCH

P-1

9 (E) STUCCO ON CMU TO REMAIN, PAINT TO MATCH C-1

11 (E) STUCCO CONTROL JOINT TO REMAIN

15 (E) METAL COPING TO REMAIN, PAINT TO MATCH P-1

22 (E) ELECTRICAL PANEL TO REMAIN

26 (E) GAS METER TO REMAIN

27 (E) WALL THRU ROOF LEADERS TO REMAIN, SEE DTL 10/A5.3

28 (E) ELECTRICAL CONDUIT AND HOUSING TO REMAIN

29 (E) CONDENSOR UNIT AND WALL MOUNT FRAME TO REMAIN

53 (N) 4" (R16) EXTERIOR INSULATION AND FINISH SYSTEM

(EIFS). PROVIDE ULTRA-HIGH IMPACT MESH ASSEMBLY FOR

ALL EIFS CLAD WALL AREAS.

54(N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)

CONTROL JOINT. MATCH LOCATION OF (E) CONTROL JOINT

U.N.O.

55 (N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)

REVEAL

57 (N) 1 1/2" EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)

AT (E) CONDENSER UNIT

60 NO EIFS BEHIND (E) ELECTRICAL CONDUIT AND HOUSING

65 PROVIDE GALVANIZED METAL LATH AT EIFS SYSTEM OVER

BOTH STANDARD & SPLITFACE CMU.

D5 GRIND DOWN HIGH SPOTS OF SPLITFACE CMU AS NEEDED

TO ACCOMODATE THE (N) EIFS SYSTEM OVER PAPER

BACKED GALVANIZED METAL LATH

D20 REMOVE AND RELOCATE (E) ELECTRICAL OUTLET TO

ACCOMODATE (N) EIFS SYSTEM. (N)LOCATION TO MATCH

(E). SEE ELECTRICAL DRAWINGS.

D21 REMOVE AND RELOCATE (E) INTERCOM PANEL TO

ACCOMODATE (N) EIFS SYSTEM. (N)LOCATION TO MATCH

(E). SEE ELECTRICAL DRAWINGS.

D22 REMOVE AND RELOCATE (E) KEYSWITCH PANEL TO

ACCOMODATE (N) EIFS SYSTEM. (N)LOCATION TO MATCH

(E). SEE ELECTRICAL DRAWINGS.

D32 REMOVE AND RELOCATE (E) FIRE ALARM TO ACCOMODATE

(N) EIFS SYSTEM. (N)LOCATION TO MATCH (E). SEE

ELECTRICAL DRAWINGS.

D33 REMOVE AND RELOCATE (E) ELECTRICAL PANEL TO

ACCOMODATE (N) EIFS SYSTEM. (N)LOCATION TO MATCH

(E). SEE ELECTRICAL DRAWINGS.

D35 REMOVE AND RELOCATE (E) DISCONNECT TO

ACCOMODATE (N) EIFS SYSTEM. (N) LOCATION TO MATCH

(E). SEE ELECTRICAL DRAWINGS.

KEYNOTES

REV. DATE: DESCRIPTION

1 09/08/25 CB01 UPDATED COLOR

AND FINISH

2 10/14/25 CB02 METAL LATH

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject

A4.1

6 7 8

12 24 15 10 15 9 6 12 15 10 12

5454 53

555530

55555553

17 52

80 65

A5.2

C -1

T -1

C -1

O M

A N

S L

A N D

B -1

A R D

55 5555

0' - 0"

N M L K J

4555555

ALIGN

G N

1213 16

5454 453

4 5454 52

73 5555 53

A5.2

C -1

T -1

J K L M N

12 13 16

53 555555

4 52

ALIGN

4 5454

G N

5454 4 52

4 55 73 53

A5.2

C -1

T -1

1. BUILDING WILL BE OCCUPIED DURING DEMOLITION AND CONSTRUCTION. EGRESS /INGRESS

SHALL REMAIN FREE OF DEBRIS AND OBSTRUCTION THROUGH OUT DEMOLITION AND

CONSTRUCTION.

2. FIRE ACCESS AND FIRE APPARATUS ROAD WAY SHALL BE MAINTAINED FREE OF

OBSTRUCTION AT ALL TIMES.

3. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL BE

REMOVED AND DISPOSED OF IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL CODES

AND REGULATIONS.

4. REPAIR / REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.

5. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER

ADVERSE WEATHER, ETC.

6. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO

DEMOLITION

AND /OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS OTHERWISE NOTED.

7. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO (E) CONDITIONS IS GIVEN AS

BEST PRESENT KNOWLEDGE. WHERE ACTUAL CONDITIONS CONFLICT WITH THE

DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE

CORRECTION/CLARIFICATION CAN BE PROVIDED.

8. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.

9. COORDINATE WITH PLANT OPS BEFORE AND AFTER SHUTTING OFF ANY UTILITIES.

GENERAL NOTES

LEGEND

EXISTING TO REMAIN

NEW

EXTERIOR FINISH & COLOR LEGEND

T-1: COLOR & TEXTURE TO MATCH: DRYVIT 101 CASTLE GRAY,

STONE MIST TEXTURE FINISH.

C-1: COLOR & TEXTUIRE TO MATCH: DRYVIT 104 DOVER SKY COLOR,

SANDPEBBLE FINE TEXTURE FINISH.

P-1: PAINT COLOR TO MATCH: DRYVIT 101 SUPER WHITE.

B-1: COLOR & TEXTURE TO MATCH: DRYVIT 910 GATEHOUSE COLOR,

BRICK FINISH.

E C

AD CR

C-34592

REN. 09-30-27

R A

ROIF

CO F AL

TA N

RVA

N T E S

C A D

DATE:

SHEET NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V3

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

SUPERVISING ARCHITECT

P D E S

N S

E R

E S \C

C W

F \D

E S

N \2

-0

S B ld g

\C o n s tr u ct io n S u p p o rt \C

B s\

C B R F I M e ta l L a th

\D ra w in g s \2

-0

C C W

F B L D

G C B R e v is io n s2

.r vt

:4 :4

A3.4

H O

U S

G U

B L D G

E N L A R G

E D

E X

R E

L E V A T

N S

05/28/2025

S B

L D G

F A C

Y B

24-051

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

Y C

C W

O A D

C H

O W

C H

L A , C

CCWF

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SCALE: 3/16" = 1'-0"1 BLDG 508 ENLARGED ELEVATION - HOUSING WING

SCALE: 3/16" = 1'-0"2BLDG 508 ENLARGED ELEVATION - HOUSING WING

SCALE: 3/16" = 1'-0"3 BLDG 508 ENLARGED ELEVATION - HOUSING WING

4 (E) WINDOW TO REMAIN. PAINT METAL WINDOW FRAME TO MATCH

P-1

6 (E) LOUVER TO REMAIN. PAINT TO MATCH P-1

8 (E) METAL DOOR AND FRAME TO REMAIN. PAINT TO MATCH P-1

9(E) STUCCO ON CMU TO REMAIN, PAINT TO MATCH C-1

10(E) STUCCO ON METAL FRAMING TO REMAIN, PAINT TO MATCH C-1

12 (E) CONCRETE TILE ROOF TO REMAIN

13 (E) GUTTER TO REMAIN. PAINT TO MATCH P-1

15(E) METAL COPING TO REMAIN, PAINT TO MATCH P-1

16 (E) PREFINISH METAL FASCIA SYSTEM TO REMAIN, PAINT TO MATCH

P-1

17(E) PREFINISH METAL FLASHING TO REMAIN, PAINT TO MATCH P-1

24 (E) BUILDING NUMBER TO REMAIN

30 (E) STEEL BAR TO REMAIN. PAINT TO MATCH P-1

52 (N) DOWNSPOUT. PAINT TO MATCH P-1

53 (N) 4" (R16) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS).

PROVIDE ULTRA-HIGH IMPACT MESH ASSEMBLY FOR ALL EIFS CLAD

WALL AREAS.

54 (N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) CONTROL

JOINT. MATCH LOCATION OF (E) CONTROL JOINT U.N.O.

55 (N) EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) REVEAL

65 PROVIDE GALVANIZED METAL LATH AT EIFS SYSTEM OVER BOTH

STANDARD & SPLITFACE CMU.

70 RELOCATED (E) ELECTRICAL OUTLET

71 RELOCATED (E) INTERCOM PANEL

73 RELOCATED (E) HOSEBIB, SEE DTL 10/A5.3

80 RELOCATED (E) PRECAST CONCRETE SPLASH BLOCK

KEYNOTES

ALIGN

G N

REV. DATE: DESCRIPTION

1 09/08/25 CB01 UPDATED COLOR

AND FINISH

2 10/14/25 CB02 METAL LATH

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject

A5.2

A5.1

(N) 4" EIFS SYSTEM

O/GALVANIZED METAL

LATH O/ (E) SPLIT FACE

& STANDARD CMU WALL

A5.2

0' - 0"

A5.1

(N) 4" EIFS SYSTEM

O/GALVANIZED METAL

LATH O/ (E) SPLIT FACE

& STANDARD CMU

WALL, BEYOND

(E) SOFFIT VENT.

STOP (N) EIFS WALL

SYSTEM 4" BELOW VENT.

PROVIDE CAP FLASHING.

SEE SIMILAR DETAIL

0' - 0"

A5.1

A5.2

A5.1

(N) 4" EIFS SYSTEM

O/GALVANIZED METAL

LATH O/ (E) SPLIT FACE

& STANDARD CMU WALL

A5.2

0' - 0"

A5.1

(N) 4" EIFS SYSTEM

O/GALVANIZED METAL

LATH O/ (E) SPLIT FACE

& STANDARD CMU WALL

A5.2

0' - 0"

A5.2

A5.1

A5.2

A5.1

(N) 4" EIFS SYSTEM

O/GALVANIZED METAL

LATH O/ (E) SPLIT FACE

& STANDARD CMU WALL

A5.2

0' - 0"

A5.1

A5.2

(N) 4" EIFS SYSTEM

O/GALVANIZED METAL

LATH O/ (E) SPLIT FACE

& STANDARD CMU WALL

A5.2

E C

AD CR

E T

C-34592

REN. 09-30-27

R A

OIF

E C

OF AL

S T

A N

RVA

N T E S

C A D

DATE:

SHEET NUMBER

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V3

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

SUPERVISING ARCHITECT

P D E S

N S

E R

E S \C

C W

F \D

E S

N \2

-0

S B ld g

\C o n s tr u ct io n S u p p o rt \C

B s\

C B R F I M e ta l L a th

\D ra w in g s \2

-0

C C W

F B L D G

B R e vi s io n s .r vt

:3 :0

A4.1

H O

U S

G U

B L D G

W A L L S

E C

N S

05/28/2025

S B

L D G

F A C

Y B

24-051

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

Y C

C W

O A D

C H

O W

C H

L A , C

CCWF

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SCALE: 1/2" = 1'-0"1 BLDG 508 WALL SECTION

SCALE: 1/2" = 1'-0"2 BLDG 508 WALL SECTION

SCALE: 1/2" = 1'-0"3 BLDG 508 WALL SECTION

SCALE: 1/2" = 1'-0"5 BLDG 508 WALL SECTION

SCALE: 1/2" = 1'-0"4 BLDG 508 WALL SECTION

SCALE: 1/2" = 1'-0"6BLDG 508 WALL SECTION

REV. DATE: DESCRIPTION

1 09/08/25 CB01 UPDATED COLOR

AND FINISH

2 10/14/25 CB02 METAL LATH

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject

EIFS AT (E) ROOF SOFFIT SCALE: 3" = 1'-0"

(E) STUCCO

(E) HAT CHANNELS

(E) WOOD TRUSS

EIFS WALL SYSTEM

SECURITY SEALANT

W/ BACKER ROD

(E) SEALANT

(E) BLDG WALL

GALV. METAL LATH

EIFS AT (E) ROOF RAKE SCALE: 3" = 1'-0"

EIFS WALL SYSTEM, TYP.

(E) CONTINUOUS

SEALANT BEAD

GSM FLASHING

(E) CONT. FLASHING

(E) 5/8" PLYWOOD

ROOF DECK

(E) ROOFING FELT

SEALANT WITH BACKER

ROD AND WEEP TUBES

EVERY 24" O.C.

PRIME SURFACES TO

RECEIVE SEALANT PER

MNFRS INSTRUCTIONS

STUCCO MESH WRAP TO

BACKSIDE OF INSULATION

BOARD A MIN OF 2 1/2"

(E) WOOD TRUSS

A X

(E) CONC. TILE ROOF

GALV. METAL LATH

TYP. DOOR HEAD SCALE: 3" = 1'-0"

(E) BLDG. WALL

(E) SEALANT

(E) H.M. FRAME

H.M. DOOR

INT.

EXTERIOR

(E O

P N G

EIFS WALL SYSTEM

GSM DRIP FLASHING

STUCCO MESH WRAP

TO BACKSIDE OF

INSULATION BOARD A

MIN OF 2 1/2"

PRIME SURFACES TO

RECEIVE SEALANT PER

MANUFACTURER'S

INSTRUCTIONS

SEALANT WITH BACKER

ROD AND WEEP TUBES

EVERY 24" O.C.

GALV. METAL LATH

(E) CHAIN LINK FENCE

FRAME AT BLDG EDGE SCALE: 1-1/2" = 1'-0"

5" V.I.F.

(E) 4" DIA. PIPE

(E) RAZOR WIRE

1-1/2" RIGID INSUL. AT

PIPE CONNECTION

(E) BUILDING WALL CL

EIFS WALL SYSTEM

JAMB / HEAD AT WINDOW SCALE: 3" = 1'-0"

EIFS SYSTEM CHAMBER

EDGE AT 45° ANGLE

(E) SEALANT

(E) H.M. FRAME

INT.EXT.

J A M

H E A D

DRIP AT HEAD LOCATION

(PROVIDE SEALANT WITH

ONLY BACKER ROAD AND

WEEP TUBES EVERY 24"

O.C. SEE DOOR HEAD

DETAIL FOR BALANCE OF

INFORMATION)

STUCCO MESH WRAP TO

BACKSIDE OF INSULATION

BOARD A MIN OF 2 1/2"

GALV. METAL LATH

RAIN WATER LEADER & HANGER SCALE: 3" = 1'-0"

(E) BUILDING WALL

EIFS WALL SYSTEM, TYP.

METAL FURRING CHANNEL

SET FLANGE IN SEALANT

3/8" DIA. TAMPER PROOF

ADHESIVE ANCHOR, TYP.

4"x6"x24 GA. D.S., PAINT

DOWNSPOUT HANGER.

1" x 1/16" GALV. S.M.

STRAP @ 8'-0" O.C., PAINT

30° BEND @ BOTTOM,

HEM EDGES

FILL VOID W/ SPRAY-IN

INSULATION

NOTES:

1. ALL EXPOSED FASTENERS SHALL BE TAMPER

PROOF TYPE, SEE SPEC 05051.

2. ALL EXPOSED METAL SURFACES & SOFFIT

SHALL BE PAINTED, U.O.N.

SECTION THROUGH (E) ROOF SCALE: 3/4" = 1'-0"

(E) 5'-0" V.I.F.

(E) CONTINUOUS

SCREENED SOFFIT

(E) STUCCO SOFFIT

(E) WOOD TRUSS

(E) CONC TILE ROOF

(E) GUTTER

DOWNSPOUT

2" HORIZONTAL EIFS REVEAL SCALE: FULL

BUILDING WALL

EIFS WALL SYSTEM

1" HORIZ. / VERT. EIFS REVEAL SCALE: FULL

BUILDING WALL

EIFS WALL SYSTEM

WINDOW HEAD SCALE: 3" = 1'-0"

SEALANT W/ BACKER

ROD AND WEEP TUBES

EVERY 2" O.C.

INT.

EXTERIOR

STUCCO MESH WRAP

TO BACKSIDE OF

INSULATION BOARD A

MIN OF 2 1/2"

PRIME SURFACES TO

RECIEVE SEALANT PER

MNFR'S INSTRUCTIONS

(E) BUILDING WALL

EIFS WALL SYSTEM

(E) METAL GRILL

(E) WINDOW

GALV. METAL LATH

WINDOW SILL (JAMB SIM.) SCALE: 3" = 1'-0"

SEALANT W/

BACKER ROD

INT.EXTERIOR

STUCCO MESH WRAP

TO BACKSIDE OF

INSULATION BOARD A

MIN OF 2 1/2"

PRIME SURFACES TO

RECEIVE SEALANT PER

MNFR'S INSTRUCTIONS

EIFS WALL SYSTEM

(E) BUILDING WALL

(E) WINDOW

(E) METAL GRILL

GALV. METAL LATH

TYP. DOOR JAMB SCALE: 3" = 1'-0"

(E) BLDG. WALL

(E) H.M. FRAME

(E) DOOR OR GLAZING,

VARIES

INT.

EXT.

EIFS WALL SYSTEM

EXTEND EIFS FINISH

COAT ONTO (E) FACE

OF BLDG WALL.

(E) BACKER ROD

AND SEALANT

(E) 1/2"

V.I.F.

GALV. METAL LATH

(E) CHAIN LINK FENCE

W/ BOLT STRAP

FRAME AT BLDG WALL SCALE: 1-1/2" = 1'-0"

(E) 4" DIA. PIPE. SEE

STRUCT. FOR FOOTING

1-1/2" RIGID INSUL. AT

PIPE CONNECTION

(E) BUILDING WALL

EIFS WALL SYSTEM

INMATE SIDE

EIFS WALL

SYSTEM

5" V.I.F.

CDCR

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ARCHITECTURE & ENGINEERING

SHEET NUMBER

SHEETS OF

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

O A D

C H O

W C

L A C

CCWF

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMISSION OR DEVIATION

FROM APPLICABLE REGULATIONS

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SUPERVISING ARCHITECT

05/28/2025

S B

L D

A C

Y B

24-051

A5.1

S D

E T A

E C

AD CR

E T

C-34592

REN. 09-30-27

R A

ROIF

OF AL

S T

A N

RVA

N T E S

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-1743

AutoCAD SHX Text: 7 AutoCAD SHX Text: A5.1 AutoCAD SHX Text: 3/4" MIN.

AutoCAD SHX Text: 1" AutoCAD SHX Text: 2" AutoCAD SHX Text: 3/4" MIN.

AutoCAD SHX Text: 1" AutoCAD SHX Text: 1" AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 6 AutoCAD SHX Text: 7 AutoCAD SHX Text: 8 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 13 AutoCAD SHX Text: 14 AutoCAD SHX Text: 15 AutoCAD SHX Text: 16 AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 6 AutoCAD SHX Text: 7 AutoCAD SHX Text: 8 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 13 AutoCAD SHX Text: 14 AutoCAD SHX Text: 15 AutoCAD SHX Text: 16 AutoCAD SHX Text: A AutoCAD SHX Text: B AutoCAD SHX Text: C AutoCAD SHX Text: D AutoCAD SHX Text: E AutoCAD SHX Text: F AutoCAD SHX Text: G AutoCAD SHX Text: H AutoCAD SHX Text: J AutoCAD SHX Text: K AutoCAD SHX Text: L AutoCAD SHX Text: M AutoCAD SHX Text: # AutoCAD SHX Text: DATE:

AutoCAD SHX Text: CAD FILE:

AutoCAD SHX Text: P:\DESIGN SERVICES\CCWF\DESIGN\24-051 EIFS BLDG 508\CONSTRUCTION SUPPORT\CBS\CB02- RFI 01 METAL LATH\DRAWINGS\A5.1_A5.2_A5.3 - EIFS DETAILS_BLDG 508_REVISED.DWG AutoCAD SHX Text: REV.

AutoCAD SHX Text: DATE AutoCAD SHX Text: DESCRIPTION AutoCAD SHX Text: REVISIONS AutoCAD SHX Text: 2 AutoCAD SHX Text: 10/14/25 AutoCAD SHX Text: CB02 METAL LATH AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2

EIFS AT GRADE WITH DRAINAGE SCALE: NTS

AIR/WATER-RESISTIVE

BARRIER COATING

INSTALL PER MNFR'S

INSTRUCTIONS

ADHESIVE IN VERTICAL

NOTCHED TROWEL

CONFIGURATION APPLIED

TO BACK OF INSULATED

(E) CONCRETE OR

CMU WALL

INSULATION BOARD

BASE COAT

REINFORCING MESH

EMBEDDED IN BASE

COAT

BASE COAT

FINISH

FLASHING SYSTEM.

INSTALL PER MNFR'S

INSTRUCTIONS

DRAINAGE TRACK.

INSTALL PER MNFR'S

INSTRUCTIONS

(E) GRADE OR CONCRETE

STOOP SLOPE GRADE

AWAY FROM WALL

4" MIN. ABOVE (E) GRADE

2" MIN. ABOVE (E) CONC.

STOOP OR CONC. PAD

GALV. METAL LATH

8" MIN.MUST OVERLAP

8" MIN.

FINISH

AIR/WATER-RESISTIVE

BARRIER COATING. INSTALL

PER MNFR'S INSTRUCTIONS

BASE COAT

REINFORCING MESH

EMBEDDED IN BASE COAT

INSULATION BOARD

(E) CONCRETE OR CMU WALL

ADHESIVE IN VERTICAL

NOTCHED TROWEL

CONFIGURATION APPLIED TO

BACK OF INSULATION BOARD

PER MNFR'S INSTRUCTIONS

MUST OVERLAP 8" MIN.8" MIN.

BASE COAT

ADHESIVE IN VERTICAL

NOTCHED TROWEL

CONFIGURATION APPLIED TO

BACK OF INSULATION BOARD

PER MNFR'S INSTRUCTIONS

AIR/WATER-RESISTIVE

BARRIER COATING. INSTALL

PER MNFR'S INSTRUCTIONS

(E) CONCRETE

OR CMU WALL

BASE COAT

REINFORCING

MESH EMBEDDED

IN BASE COAT

INSULATION BOARD

FINISH

BASE COAT

EIFS - INSIDE/OUTSIDE CORNER SCALE: NTS

GALV. METAL LATH

JAMB EXT. CELL WINDOW CMU SCALE: 3" = 1'-0"

STUCCO MESH WRAP TO

BACKSIDE OF INSULATION

BOARD A MIN. OF 2-1/2"

EIFS WALL SYSTEM

EXTEND EIFS FINISH

COAT ONTO (E) FACE OF

BUILDING WALL

(E M

E T A L W

O W

STUCCO MESH WRAP TO

BACKSIDE OF INSULATION

BOARD A MIN. OF 2-1/2"

EIFS WALL SYSTEM

(E) SEALANT

EXTEND EIFS FINISH

COAT ONTO (E) FACE

OF BUILDING WALL

GALV. METAL LATH

HEAD / SILL EXT. CELL WINDOW CMU SCALE: 3" = 1'-0"

STUCCO MESH WRAP TO

BACKSIDE OF INSULATION

BOARD A MIN. OF 2-1/2"

EIFS WALL SYSTEM

EXTEND EIFS FINISH

COAT ONTO (E) FACE OF

BUILDING WALL

(E M

E T A L W

O W

PRIME SURFACES TO

RECEIVE SEALANT PER

MANUFACTURER'S

INSTRUCTIONS

GSM DRIP FLASHING

SEALANT WITH BACKER

ROD AND WEEK TUBES

EVERY 24" O.C.

STUCCO MESH WRAP TO

BACKSIDE OF INSULATION

BOARD A MIN. OF 2-1/2"

EIFS WALL SYSTEM

(E) SEALANT

EXTEND EIFS FINISH

COAT ONTO (E) FACE

OF BUILDING WALL

GALV. METAL LATH

EIFS AT EXISTING WALL SCALE: 3" = 1'-0"

(E) BLDG. CONC. TILE ROOF

(E) PREFINISHED

MTL. FLASHING

3/8" DIA. ANCHORS

@ 16" O.C.

CONT. 20 GA. GSM

CAP FLASHING

SEALANT

STUCCO MESH WRAP

TO BACKSIDE OF

INSULATION BOARD

A MIN. OF 2-1/2"

(E) BLDG WALL

(E) BLDG. CONC.

ROOF EDGE

EIFS WALL SYSTEM

GALV. METAL LATH

EIFS AT EXISTING WALL SCALE: 3" = 1'-0"

(E) BLDG. WALL

CONT. SEALANT

(E) STUCCO

3/8" DIAMETER

ANCHORS @ 16" O.C.

CONTINUOUS 20 GA.

GSM CAP FLASHING

SEALANT

STUCCO MESH WRAP

TO BACKSIDE OF

INSULATION BOARD A

MIN. OF 2-1/2"

EIFS WALL SYSTEM

GALV. METAL LATH

5 8

EIFS - INSIDE/OUTSIDE CORNER SCALE: NTS

FLASHING SYSTEM. INSTALL

PER MFRS INSTRUCTIONS

ADHESIVE IN VERTICAL

NOTCHED TROWEL

CONFIGURATION APPLIED

TO BACK OF EPS

(E) MASONRY

JOINT SEALANT

PRIME SURFACES TO

RECEIVE SEALANT

SEALANT WITH CLOSED

CELL BACKER ROD

DETAIL MESH WRAPPED

TO BACKSIDE OF

INSULATION MIN. 2 1/2"

(E) CONC. OR CMU WALL

FINISH

BASE COAT

REINFORCING MESH

EMBEDDED IN DRYVIT

BASE COAT

INSULATION BOARD

BASE COAT

AIR/WATER-RESISTIVE

BARRIER COATING.

PRIME SURFACES TO

RECEIVE SEALANT

GALV. METAL LATH

EIFS AT E PRE-FIN. METAL FASCIA SCALE: 3" = 1'-0"

STUCCO MESH WRAP TO

BACKSIDE OF INSULATION

BOARD A MIN. OF 2-1/2"

PRIME SURFACES TO RECEIVE

SEALANT PER MNFR'S

INSTRUCTIONS

EIFS WALL SYSTEM

(E) SEALANT

(E) BUILDING WALL

(E) WOOD NAILERS

(E) PLYWOOD

(E) PRE-FINISHED MTL. TRIM

3/4"

MIN.

GALVANIZED METAL LATH

EIFS WALL SYSTEM

EIFS CONTROL JOINT

(E) STAGGERED CMU

CONTROL JOINT

CTRL JOINT AT (E) CMU CTRL JOINT SCALE: 1-1/2" = 1'-0"

EIFS C. J. @ SPLIT FACE CMU SCALE: 3" = 1'-0"

(E) BLDG WALL

4" INSULATION BOARD

BACKER ROD AND

SEALANT

WALL LAMINA

- BASE COAT

- STUCCO MESH

- FINISH COAT

STUCCO MESH WRAP

TO BACKSIDE OF

INSULATION BOARD A

MIN OF 2 1/2"

PRIME SURFACES TO

RECEIVE SEALANT PER

MANUFACTURER'S

INSTRUCTIONS

(E) CONTROL JOINT

WHERE OCCURS

GALV. METAL LATH

INSULATION BOARD

(E) SPLIT FACED AND

STANDARD CMU WALL

AIR/WATER - RESISTIVE

BARRIER COATING

BASE COAT

REINFORCING MESH

EMBEDDED IN BASE COAT

BASE COAT

FINISH

ULTRA- HIGH IMPACT MESH

BASE COAT

ADHESIVE IN VERTICAL

NOTCHED TROWEL

CONFIGURATION APPLIED

TO BACK OF INSULATION

GALVANIZED METAL LATH

EIFS SYSTEM AT SPLIT FACED CMU SCALE: NTS 3

NOTE:

FOR GALVANIZED METAL LATH FASTENING. USE CORROSION-RESISTANT 3/8” DIA

PAF FASTENERS W/ WASHERS THAT PENETRATE THE CMU BY AT LEAST 3/4 INCH.

FASTENERS SHOULD BE SPACED 7" O.C. HORIZONTALLY & 24" O.C. VERTICALLY,

EFFECTIVELY CREATING A GRID PATTERN. ENSURE THE LATH IS ATTACHED TO THE

GROUT JOINTS & NOT DIRECTLY INTO THE CMU BLOCKS TO AVOID CRACKING.

CDCR

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ARCHITECTURE & ENGINEERING

SHEET NUMBER

SHEETS OF

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

O A D

C H O

W C

L A C

CCWF

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMISSION OR DEVIATION

FROM APPLICABLE REGULATIONS

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SUPERVISING ARCHITECT

05/28/2025

S B

L D G

A C

Y B

24-051

A5.2

S D

E T A

E C

AD CR

E T

C-34592

REN. 09-30-27

R A

ROIF

OF AL

S T

A N

RVA

N T E S

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-1743

AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 6 AutoCAD SHX Text: 7 AutoCAD SHX Text: 8 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 13 AutoCAD SHX Text: 14 AutoCAD SHX Text: 15 AutoCAD SHX Text: 16 AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 6 AutoCAD SHX Text: 7 AutoCAD SHX Text: 8 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 13 AutoCAD SHX Text: 14 AutoCAD SHX Text: 15 AutoCAD SHX Text: 16 AutoCAD SHX Text: A AutoCAD SHX Text: B AutoCAD SHX Text: C AutoCAD SHX Text: D AutoCAD SHX Text: E AutoCAD SHX Text: F AutoCAD SHX Text: G AutoCAD SHX Text: H AutoCAD SHX Text: J AutoCAD SHX Text: K AutoCAD SHX Text: L AutoCAD SHX Text: M AutoCAD SHX Text: # AutoCAD SHX Text: DATE:

AutoCAD SHX Text: CAD FILE:

AutoCAD SHX Text: DATE AutoCAD SHX Text: DESCRIPTION AutoCAD SHX Text: REVISIONS AutoCAD SHX Text: 10/14/25 AutoCAD SHX Text: CB02 METAL LATH AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2 AutoCAD SHX Text: 2

EIFS PENETRATIONS SCALE: NTS

INSULATION

BOARD

APPROVED

SUBSTRATE

AIR/WATER-RESISTIVE

BARRIER COATING

BASE COAT

REINFORCING

MESH EMBEDDED

IN BASE COAT

FINISH

ADHESIVE IN VERTICAL

NOTCHED TROWEL

CONFIGURATION APPLIED TO

BACK OF INSULATION BD PER

MNFR'S INSTRUCTIONS

SECONDARY

SEAL

SEALANT WITH CLOSED

CELL BACKER ROD,

PRIME SURFACES

TO RECEIVE SEALANT

DETAIL MESH WRAPPED

TO BACKSIDE OF

INSULATION MIN. 2 1/2"

FLASHING SYSTEM.

INSTALL PER MNFR'S

INSTRUCTIONS

BASE COAT

3/4" (19 MM) MIN.

GALV. METAL LATH

SURFACE MOUNTED PIPE SCALE: 1-1/2" = 1'-0"

1. (E) CONC. OR CONCRETE FILLED CMU WALL.

2. (N) EXT. INSULATED WALL SYSTEM.

3. (E) PIPE, SEE PLAN FOR TYPE.

4. (E) INSULATION WHERE APPLIES.

5. (E) PIPE INSUL. SHIELD WHERE APPLIES.

6. (N) PIPE SUPPORT ASSEMBLY.

7. "B-LINE" SERIES 2000 PIPE CLAMP, TYPICAL.

8. SECURE PIPE CLAMP TO PIPE SUPPORT

ASSEMBLY WITH (2) 3/8" GALV. HEX BOLTS,

WASHERS, AND NUTS, TYPICAL.

9. APPLY CAULKING PER EXTERIOR INSULATED

WALL PANEL SYSTEM REQUIREMENTS.

REFER TO ARCHITECTURAL DETAILS AND

SPECIFICATIONS FOR REQUIREMENTS.

10. SECURE PIPE SUPPORT ASSEMBLY TO

(E)WALL WITH (2) 3/8"Ø HILTI KB-TZ SS

ANCHORS, 2-1/2" MIN. EMBEDMENT.

11. CS PLATE, 3/16" TH., 2 COATS GALV. PRIMER

AFER ASSEMBLY.

12. CS SQUARE TUBE, 3/16" TH., 2 COATS GALV.

PRIMER AFTER ASSEMBLY.

1/4"

1/2"Ø, TYP.

BASE PLATE

PLAN VIEW

CDCR

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ARCHITECTURE & ENGINEERING

SHEET NUMBER

SHEETS OF

C E N T R

A L C

A L

O R

W O

M E N 'S

F A C

O A D

C H O

W C

L A C

CCWF

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMISSION OR DEVIATION

FROM APPLICABLE REGULATIONS

MARTHA CERVANTES

SENIOR ARCHITECT

JOHN RODRIGUEZ

SUPERVISING ARCHITECT

05/28/2025

S B

L D

A C

Y B

24-051

A5.3

S D

E T A

E C

AD CR

E T

C-34592

REN. 09-30-27

R A

ROIF

OF AL

S T

A N

RVA

N T E S

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

12/08/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-1743

AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 6 AutoCAD SHX Text: 7 AutoCAD SHX Text: 8 AutoCAD SHX Text: 2 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 1 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 7 AutoCAD SHX Text: 6 AutoCAD SHX Text: 8 AutoCAD SHX Text: 2 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 1 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 6 AutoCAD SHX Text: 7 AutoCAD SHX Text: 8 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 13 AutoCAD SHX Text: 14 AutoCAD SHX Text: 15 AutoCAD SHX Text: 16 AutoCAD SHX Text: 1 AutoCAD SHX Text: 2 AutoCAD SHX Text: 3 AutoCAD SHX Text: 4 AutoCAD SHX Text: 5 AutoCAD SHX Text: 6 AutoCAD SHX Text: 7 AutoCAD SHX Text: 8 AutoCAD SHX Text: 9 AutoCAD SHX Text: 10 AutoCAD SHX Text: 11 AutoCAD SHX Text: 12 AutoCAD SHX Text: 13 AutoCAD SHX Text: 14 AutoCAD SHX Text: 15 AutoCAD SHX Text: 16 AutoCAD SHX Text: A AutoCAD SHX Text: B AutoCAD SHX Text: C AutoCAD SHX Text: D AutoCAD SHX Text: E AutoCAD SHX Text: F AutoCAD SHX Text: G AutoCAD SHX Text: H AutoCAD SHX Text: J AutoCAD SHX Text: K AutoCAD SHX Text: L AutoCAD SHX Text: M AutoCAD SHX Text: # AutoCAD SHX Text: DATE:

AutoCAD SHX Text: CAD FILE:

AutoCAD SHX Text: DATE AutoCAD SHX Text: DESCRIPTION AutoCAD SHX Text: REVISIONS AutoCAD SHX Text: 10/14/25 AutoCAD SHX Text: CB02 METAL LATH

File details come from the government source that posted it. Updated May 13, 2026.