02-0017_A3.3_DETAILS.pdf

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Attached to
FPCM-SQRC-I001125-1125-087-A-RS ROOF PANELS
Solicitation number
0000038823
Issued by
California

About this file

This is an architectural details drawing for the San Quentin Rehabilitation Center (SQRC) Upper Yard Phase 2 project, prepared by the California Department of Corrections and Rehabilitation. The document presents technical specifications and construction details for various building components including roof panels, gutters, irrigation systems, utility boxes, conduit shrouds, and toilet paper holders. The drawing sheet (A3.3) contains multiple detailed sections and elevations illustrating construction methods, material specifications, and installation requirements for security features such as tamperproof fasteners, security sealants, and various grades of steel covers (12 GA for Level III/IV housing and holding cells, stainless steel for interior wet areas, and galvanized steel for exterior areas). Key specifications include polycarbonate roof panels with 2-inch tall standing seam metal roofing, Hunter Node-100 valve controllers with PGV-101G valves for irrigation systems, Christy B16 utility boxes with bolt-down security lids, and comprehensive shroud requirements for all exposed conduits and pipes in inmate-accessible areas.

The drawing was prepared by Supervising Architect Loyd Rolle and Senior Architect Shan Li, with revision notes dated September 26, 2025 (V4) and August 26, 2025 (V3). The document references related sheets including A2.2 (RCP and Roof Plan), G1.0 (Cover Sheet), and record drawings R1.1 through R1.3. All work must comply with access compliance requirements and applicable regulations as approved by the California Department of Corrections and Rehabilitation. The specifications emphasize security-focused design elements appropriate for correctional facility construction, with detailed notes on material grades, sealant applications, and fastening requirements to prevent inmate tampering.

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Text version

1/2" 5" 1/2"

/2

FULLY GROUNTED

8" CMU MASONRY

3/8" DIA SS WELDED

HEADED STUD

10 GA SS TOILET

PAPER HOLDER

BOX

SECURITY

SEALANT, TYP AT

WALL CONNECTION

TO FRONT OF WC

9"

/2

/2

EDGE FILETS FOR

ALL EDGES, TYP

SECTION

ELEVATION

M

IN

T O

F L

O O

R

1' - 3"

M

IN

M A

X

PERFORATED DRAINAGE

PIPE, SEE CIVIL DWG FOR

LOCATION

COMPACTED CLEAN

STONE AGGREGATE,

WRAP W/ LANDSCAPE

FABRIC

(E) CONCRETE SLAB

FIRE LANE,

SEE CIVIL

DWG

SEE STRUCTURAL

DWG

ISOLATION

JOINT

SLOPE TO DRAIN

3/4" CHAMFER

BOTH SIDE

SOIL

8"

1' - 3"

M

IN

M A

X

PERFORATED DRAIN PIPE,

SEE CIVIL DWG FOR

LOCATION

COMPACTED CLEAN STONE

AGGREGATE, WRAP W/

LANDSCAPE FABRIC

SOIL

CONCRETE

SIDEWALK

SEE STRUCTURAL DWG

ISOLATION

JOINT

SLOPE TO DRAIN

3/4" CHAMFER

BOTH SIDE

8"

FOR CONDUIT/PIPE SIZES

2" MIN. SEE PLANS

F O

R C

O N

D U

IT

/P

IP

E

S

IZ

E S

-1

/2

M

IN

S

E E

P L A

N S

NOTES:

1. SHROUDS MUST BE PROVIDED AT ALL EXPOSED CONDUITS AND PIPES LOCATED IN INMATE

ACCESSIBLE AREAS AS DEFINED IN THE SPECIFICATIONS.

2. INSTALL 12 GA STEEL COVERS AT ALL LEVEL III/IV HOUSING AND HOLDING CELLS.

3. INSTALL STAINLESS STEEL COVERS AT ALL INTERIOR WET AREAS.

4. INSTALL GALVANIZED STEEL COVERS AT ALL EXTERIOR AREAS.

CONT 14 GA STEEL COVER

TO COMPLETELY SHROUD

CONDUIT/PIPE FROM

FLOOR TO CEILING. SEE

NOTES FOR EXCEPTIONS

NEW OR EXISTING

CONDUIT/PIPE. SEE PLANS

FOR CONDUIT/PIPE SIZES

1/4" X 1-1/2" HEX-HEAD

CONCRETE SCREW

TAMPERPROOF

FASTENINGS AT 12" OC.

MAXIMUM ALL FLANGES

AND WITHIN 6" OF COVER

ENDS AND CHANGES IN

COVER'S DIRECTION

SECURITY SEALANT APPLIED PRIOR TO

INSTALLATION OF SHROUD AND FINISHED NEAT.

INSTALL SECURTIY SEALANT WHERE SHROUD

TERMINATES AT FLOORS/CEILINGS/WALLS AND AT

ALL JOINTS IN THE SHROUD

(E) CONCRETE

OR MASONRY

WALL

POST

NON-SHRINK

GROUT, SLOPED

S E

E S

T R

U C

T U

R A

L D

W G

E M

B E

D

METAL STRAP

COLUMN

6"x7" 20

GA GALV.

METAL

GUTTER

1' - 3"

(E) 6' - 8.2# C GIRT

2" TALL STANDING

SEAM METAL ROOF

(E) 10" - 15.3# C PURLIN POLYCARBONATE

ROOF PANEL

RIDGE FLASHING

PEAK FLASHING

CONTINUOUS SEALANT

(2) LAG SCREWS WITH

NEOPRENE WASHER LOCATED

AT EACH METAL PLATE, TYP. X2

PER SIDE, X4 PER METAL PLATE

METAL PLATE AT EACH TRUSS

/4 A3.3

SHUT-OFF VALVE

CLAMP W/ BLOCK

SUPPORT PIPE AS NEEDED

HUNTER NODE-100-VALVE

SINGLE STATION

CONTROLLER W/ PGV-101G

VALVE AND DC LATCHING

SOLENOID (NPT THREADS)

(E) CMU WALL

HOSE BIBB

DROP IRRIG LINE

BELOW GRADE TO

PLANTER

SECURITY COVER,

SEE DETAIL

FINISH GRADE

NOTE: LOCATE IRRIGATION EQUIPMENT/ APPARATUS

WITHIN SECURED PLUMBING ENCLOSURE

ELEVATION

PLAN

C

M

IN

CHRISTY B16 UTILITY BOX 11-3/4" x

22-1/4" CONC BOX W/ N16R BOLT-

DOWN CONCRETE SECURITY LID

HEAT STAMP "IRRIGATION"

HUNTER NODE-100-VALVE

SINGLE STATION CONTROLLER

W/ PGV-101G VALVE AND DC

LATCHING SOLENOID (NPT

THREADS)

TO PLANTERSEE PLAN

3/4" WASHED GRAVEL - 4" DEPTH

SCH 80 CLOSE NIPPLE MATCH

SIZE TO VALVE TYP

PVC SLIP UNIONS (2)

BALL VALVE

BRICK SUPPORTS (4)

(E) CONC

SLAB W/ (N)

OVERLAY

6" 6"

RAINBIRD 3-RC (3/4")

QUICK-COUPLING VALVE

STAINLESS STEEL CLAMPS

SCH 80 UNION AND NIPPLE

MATCH SIZE TO VALVE TYP

(E) CONC SLAB W/

(N) OVERLAY

3/4" WASHED

GRAVEL - 4" DEPTH

(E) WATER LINE

1" x 3/16" x 30"

ANGLE IRON

BALL VALVE

BRICK SUPPORTS (4)

SWING JOINT

CHRISTY B16 UTILITY BOX 11-3/4" x

22-1/4" CONC BOX W/ N16R BOLT-

DOWN CONCRETE SECURITY LID

HEAT STAMP "HOSE BIBB"

6" 6"

(E) VALVE BOX

(E) CONC SLAB

PROVIDE VALVE

BOX EXTENSION

AS NEEDED

COMPACTED CLEAN

STONE AGGREGATE

6" WIDE CONCRETE

COLLAR W/ REINF

DECOMPOSED

GRANITE

SYNTHETIC TURF

CHRISTY UTILITY BOX

W/ BOLT-DOWN

SECURITY LID MATCH

OR EXCEED SIZE OF

(E) VALVE BOX HEAT

STAMP "WATER"

/2

NTSTOILET PAPER HOLDER DETAIL 3

1" = 1'-0"TREE PLANTER AT CONC EDGE 1

R E

V

IT

F

IL

E

DATE:

SHEET NUMBER

A

B

C

D

E

F

G

H

J

K

L

M

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

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

LOYD ROLLE

SUPERVISING ARCHITECT

SHAN LI

SENIOR ARCHITECT

D L S

\S Q

R C

\2 -0

\0 D

R A

W

IN

G S

\3 A

A c ti v e D ra w in g s \2

-0

S Q

R C

.r v t

/2

/2

:3 :3

P

M

A3.3

D E

T A

IL

S

02/26/2025

S Q

R C

U P

P E

R Y

A R

D P

H A

S E

24-026

S A

N Q

U E

N T

IN

R

E H

A B

IL

IT

A T

IO

N

C E

N T

E R

M

A

IN

S T

S

A N

Q U

E N

T

IN

C

A

SQRC

1" = 1'-0"TREE PLANTER AT JOINT W/ PIPE 2

NTSSHROUD DETAIL 4

NTSHANDRAIL - EMBEDDED MOUNT 5

1 1/2" = 1'-0"GUTTER DETAIL 7

1 1/2" = 1'-0"RIDGE CAP DETAIL 8

NTSIRRIGATION VALVE 10

NTSHOSE BIBB AND BOX 11

NTSVALVE BOX EXTENSION 12 NTSIRRIGATION VALVE @ CMU WALL 9

REV. DATE: DESCRIPTION

4 09/26/25 CB-04

7 08/26/25 CB-07

V3V4

PURLIN

PURLIN

LOCATED

E, TYP. X2

RLIN

PURLIN

Sheets
A2.2 - RCP AND ROOF PLAN
A3.3 - DETAILS
G1.0 - COVER SHEET
R1.1 - RECORD DRAWING FOR REFERENCE ONLY
R1.2 - RECORD DRAWING FOR REFERENCE ONLY
R1.3 - RECORD DRAWING FOR REFERENCE ONLY

File details come from the government source that posted it. Updated .