02-0017_A3.3_DETAILS.pdf
PDF 724 KB Posted
- 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.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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 .