Attachment No. 4 Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- IFB1 CAAA 2027000030 2
- Issued by
- El Paso County, Colorado Springs City, Colorado
About this file
This architectural drawing document is part of a dementia unit improvements project at the San Carlos Correctional Facility (SCCF) under the Colorado Department of Corrections. The project encompasses renovations to multiple ADA-compliant cells (A1, AA3, AA8, AA12, and AA14), a porter closet (AA6), and a roll-in shower facility at Level One. The scope of work includes demolition of existing fixtures such as detention doors, steel beds, desks, shelving, mirrors, light fixtures, and plumbing elements, followed by installation of new security-grade components including detention doors with electromechanical locks, free-standing steel bed frames mounted at 17 inches above finished floor, TV shelves, personal care shelves, desks with angled gussets, combi units, grab bars, towel hooks, metal mirrors, ADA shower units, trench-style floor drains, and owner-supplied stacked washer and dryer units (Dexter T450 model). All surfaces including floors, walls, and ceilings are to receive epoxy paint finishes. The document references mechanical, plumbing, and electrical systems integration, with specific hardware specifications provided through door schedules and hardware set details.
The architectural drawings specify detailed construction standards including 16-gauge 3 5/8-inch studs at 16-inch on-center framing with high-impact moisture-resistant gypsum board and stainless steel panels, glass-clad laminated polycarbonate detention glazing meeting FS-DD-G-451 standards with 50-mil polyvinyl butyral interlayers, and security fastening systems using embed anchors, drive pins, and security screws. Door specifications indicate hollow metal construction with 1 3/4-inch thickness, Southern Steel hardware including electro-mechanical locks, hinges, and door position switches, and LCN surface-mount closers. All metal joints are to be field-welded and ground smooth, with concrete voids filled and finished to match existing wall conditions. The electrical and mechanical systems include provisions for clothes washer and dryer connections, with associated branch circuit requirements shown in equipment connection schedules operating at 208Y/120V, three-phase power. Documentation indicates revisions made as of Addendum 01 dated October 20, 2026.
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Text version
ADA CELL
AA14
ADA CELL
AA12
3 3
ADA CELL
A1 01
A1 2
5 6
11112
PORTER
CLOSET
AA6
AA6
2' - 10"
6'
6"
ADA CELL
AA14
ADA CELL
AA12
2 2
4 4
ADA CELL
A1
13 4
14 8
PORTER
CLOSET
AA6
A
2'
6" 2'
0"
6"
6"5"
RE:SCHD
R E:
S C
H
ED
U
LE
DG-1
FOOD
PASS
EQ EQ
6" 6"
6"
1' - 4"
SPEAK
PORT
B
1'
4"
4" 2'
0"
6"
6"5"
RE:SCHD
R E:
S C
H
ED
U
LE
DG-1
FOOD
PASS
EQ EQ
6" 6"
6"
1' - 4"
SPEAK
PORT
GRILLE
2" RE:SCHD 7"
R E:
SC
H
D 4"
3'
1/
4" 1'
1/ 2"
DOOR
POSITION
SWITCH
J-BOX BY
DOOR
MFG
DOOR
LOCK
BY DOOR
MFG
INTERCOM
POCKET,
CELL SIDE
DEMOLITION KEY NOTES
REMOVE DETENTION HOLLOW METAL DOOR AND FRAME
REMOVE STEEL BED FROM WALL
REMOVE STEEL DESK AND STOOL FROM WALL
REMOVE STEEL TV SHELF FROM WALL
REMOVE STEEL CARE SHELF FROM WALL
REMOVE METAL MIRROR FROM WALL
REMOVE GRAB BAR FROM WALL
REMOVE LIGHT FIXTURE AT CEILING
REMOVE LIGHT FIXTURE AT WALL
REMOVE PLUMBING FIXTURE
REMOVE CONCRETE SLAB ON GRADE
REMOVE A PORTION OF CONCRETE SLAB ON GRADE FLOOR FOR UTILITY
ROUTING.
REMOVE GLAZING FROM WINDOW FOR INSTALLATION OF NEW DRYER
EXHAUST.
REMOVE ALL LOOSE PAINT FROM EXISTING CONCRETE FLOOR, WALLS AND
CEILING TO PREP FOR NEW PAINT.
REMOVE EXISTING STORAGE SHELVING TO ALLOW NEW WORK TO BE
COMPLETED AND REINSTALL.
BUILDING KEY NOTES
NEW PARTITION, 16 GA 3 5/8" @ 16" ON CENTER WITH HIGH IMPACT MOISTURE
RESISTANT GYPSUM BOARD AND STAINLESS STEEL PANELS ADHERED TO
GYPSUM BOARD
NEW DETENTION DOOR AND FRAME, RECONNECT TO EXISTING CONTROL
WIRING
NEW FREE STANDING STEEL BED FRAME, TO BE 17" AFF WITH MATTRESS.
INSTALL EMBED ANCHOR IN CONCRETE WALL AND USE SECURITY SCREW TO
FASTEN FRAME TO WALL WITH MEDIUM STRENGTH LOCK TIGHT
NEW STEEL TV SHELF 18"x14" WITH 12" ANGLED GUSSETS, ATTACHED TO
CONCRETE WALLS WITH DRIVE PINS. MOUNT AT 48" AFF
NEW PERSONAL CARE SHELF 18"x8" WITH 8" ANGLED GUSSETS, ATTACHED
TO CONCRETE WALLS WITH DRIVE PINS. MOUNT AT 42" AFF
NEW DESK 30"x13" WITH 24" ANGLED GUSSETS, ATTACHED TO CONCRETE
WALLS WITH DRIVE PINS. MOUNT AT 34" AFF.
NEW COMBY UNIT - ADA, SEE PLUMBING
NEW 42" GRABBAR AT COMBI UNIT
NEW TOWEL HOOKS
NEW METAL MIRROR
SHOWER UNIT - ADA ROLL IN, SEE PLUMBING. FIELD WELD ALL JOINTS.
NEW TRENCH STYLE FLOOR DRAIN, REFER TO PLUMBING, SLOPE NEW
CONCRETE SLAB ON GRADE TO DRAIN.
INSTALL INSULATED METAL PANEL IN PLACE OF GLAZING TO ALLOW DRYER
EXHAUST VENT TO BE INSTALLED, SEE MECHANICAL FOR DUCTING.
NEW OWNER SUPPLIED STACKED WASHER AND DRYER UNIT. DEXTER T450,
SEE ELECTRICAL AND PLUMBING FOR CONNECTIONS
FILL VOIDS IN CONCRETE WALLS LEFT FROM REMOVAL OF EXISTING
PLUMBING FIXTURES WITH GROUT. FINISH SMOOTH TO MATCH EXISITNG
WALL CONDITION
NEW STAINLESS STEEL 24x36 ACCESS PANEL
GLAZING TYPES
7/8" GLASS-CLAD LAMINATED POLYCARBONATE UNIT DETENTION GLAZING
PROVIDE GLASS-CLAD LAMINATED POLYCARBONATE UNITS.
GLASS SHEETS: FS-DD-G-451 CLEAR TYPE I, QUALITY Q3 GLASS AND CLEAR,
TRANSPARENT, 50-MIL. THICK SPECIAL HIGH-IMPACT RESISTANCE (PVB)
POLYVINYL BUTYBAL (FOR GLASS-TO-GLASS LAMINATION) AND CLEAR 50
MIL. THICK URETHANE INTERLAYER (FOR GLASS-TO-POLY CARBONATE
LAMINATION).
POLYCARBONATE SHEETS: CLEAR, TRANSPARENT, EXTRUDED
POLYCARBONATE SHEET WITH ADDITIONAL CHARACTERISTICS AND
PERFORMANCES AS RECOMMENDED BY MANUFACTURER (LAMINATOR) OF
UNITS; WITH FLEXURAL STRENGTH OF NOT LESS THAN 13,500 PSI, ASTM
D790; 180 DEG F ALLOWABLE CONTINUOUS SERVICE TEMPERATURE; 80%
LIGHT TRANSMITTANCE FOR 1/2" THICK SHEET, ASTM D – 1003.
DG-1
HARDWARE SETS
RAISED DOOR PULL
1 EACH SOUTHERN STEEL KNOB PULL
HINGES
3 EACH SOUTHERN STEEL #4 FULL MORTISE HINGES
ELECTRO-MECHANICAL LOCK
1 EACH SOUTHERN STEEL 10120AE LOCK
DOOR POSITION SWITCH
1 EACH SOUTHERN STEEL 220A
FOOD PASS HARDWARE
2 EACH SOUTHERN STEEL 203FP HINGES
1 EACH SOUTHERN STEEL 1017A SNAPLATCH
CLOSER
1 EACH LCN SURFACE MOUNT 4510
1/
4"
GLAZING RE:SCHD
METAL SHIM - PLUG WELD
TO STOP GRIND SMOOTH
APPLIED STOP FASTEN
WITH BUTTON HEAD
SECURITY SCREWS 2"
FROM CORNERS ANS 8"
O.C. MAX
DOOR REINFORCING AS
REQUIRED
SWING CELL DOOR
GLAZING STOPS TO HAVE
MITERED CORNERS. WELD
AND GRIND SMOOTH
5/ 8"
C
LE
AR
5"
1/
" M
AX
CELL DOOR RE:SCHD
LOCK COVER PLATE
LOCK RE:SCHD
HINGE
DOOR REINFORCING
AS REQUIRED
STEEL PLATE WELD TO
FOOD PASS TO PROVIDE
FLUSH APPEARANCE
FILL COMPLETLY WITH
METAL BODY FILLER, ALL
METAL TO METAL JOINTS
FLUSH PULL
4"
6"
C
LE
AR
5"
1' - 3" CLEAR
LOCK AND
COVER PLATE
INTEGRAL
FLUSH PULL
HOLLOW
METAL FOOD
PASS DOOR
OPENING
SHOWN
DASHED
HINGES
FASTEN FRAM TO CELL
FRONT WITH BUTTON
HEAD SECURITY
SCREWS 2" FROM
CORNERS ANS 8" O.C.
MAX
1" 1'
2"
1"
1" 1' - 2" 1"
16 GAUGE HEXAGONAL
PERFORSTED METAL.
79% OPEN AREA
INTERNAL SECURITY
BARS, 5" O.C. MAX
CONCRETE
CELL WALL TO
CEILING
2x2x3/16 CONT.
STEEL ANGLES
FASTEN TO
CONCRETE WITH
EXPANSION
ANCHORES
18 GAUGE BENT
PLATE SHROUD IN
SECTIONS NO
LONGER THAN 6'
FASTEN TO ANGLES
WITH SECURITY
SCREWS
JOB NO.:
DATE:
DRAWN:
CHECKED:
532 n. tejon st.
colorado springs colorado 80903 p: 719.473.7225 csnaarchitects.com architects
Copyright © 2015 CSNA Architects
26004
09.16.2026
KCT
GOG
A2.02
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ENLARGED PLANS LEVEL
ONE
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REVISIONS
1 10.20.26 ADDENDUM 01
1/4" = 1'-0"A2.02
2 ENLARGED PLAN - ADA CELLS AA12 & AA14
1/4" = 1'-0"A2.02
4 ENLARGED PLAN - CELLS A1, AA3 & AA8
1/4" = 1'-0"A2.02
6 ENLARGED PLAN - ROLL IN SHOWER
1/4" = 1'-0"A2.02
8 ENLARGED PLAN - PORTER CLOSET
1/4" = 1'-0"A2.02
1 DEMOLITION PLAN - ADA CELLS AA12 & AA14
1/4" = 1'-0"A2.02
3 DEMOLITION PLAN - CELLS A1, AA3 & AA8
1/4" = 1'-0"A2.02
5 DEMOLITION PLAN - ROLL IN SHOWER
1/4" = 1'-0"A2.02
7 DEMOLITION PLAN - PORTER CLOSET
DOOR SCHEDULE SCCF
DOOR NO FIRE RATING
DOOR / FRAME
GLAZING
DOOR
DOOR
FINISH
FRAME
HARDWARE
SET REMARKS
SIZE DOOR
TYPE
DOOR
MATERIAL
FRAME
TYPE
FRAME
MATERIAL
FRAME
FINISHWIDTH HEIGHT THICKNESS
01 A1 --- DG-1 3' - 0" 7' - 0" 1 3/4" A HM PT 1 HM PT 100
01 AA3 --- DG-1 3' - 0" 7' - 0" 1 3/4" A HM PT 1 HM PT 100
01 AA4 2' - 0" 3' - 0" KEY LOCK ACCESS DOOR
01 AA6 --- DG-1 3' - 0" 7' - 0" 1 3/4" B HM PT 1 HM PT 100
01 AA8 --- DG-1 3' - 0" 7' - 0" 1 3/4" A HM PT 1 HM PT 100
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
FRAME TYPES
ROOM FINISH SCHEDULE
ROOM FLOOR WALLS
CEILING FINISH COMMENTSNUMBER NAME FLOOR FINISH BASE
NORTH WALL
FINISH
EAST WALL
FINISH SOUTH WALL FINISH
WEST WALL
FINISH
A1 ADA CELL EPOXY PAINT - EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT PREP ALL SURFACES TO RECEIVE NEW FINISH A1343 ADA SHOWER EPOXY PAINT - EPOXY PAINT EPOXY PAINT FACTORY FINISH / EPOXY PAINT EPOXY PAINT EPOXY PAINT AA3 ADA CELL EPOXY PAINT - EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT AA6 PORTER CLOSET EPOXY PAINT - EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT AA8 ADA CELL EPOXY PAINT - EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT AA12 ADA CELL EPOXY PAINT - EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT AA14 ADA CELL EPOXY PAINT - EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT
3" = 1'-0"A2.02
10 GLAZING SECTION
3" = 1'-0"A2.02
11 FOOD PASS SECTION
3" = 1'-0"A2.02
12 FOOD PASS ELEVATION
3" = 1'-0"A2.02
9 GRILLE DETAIL
3" = 1'-0"A2.02
13 SHROUD DETAIL
NEW WORK KEYNOTES
PARTIAL MECHANICAL FLOOR PLANS
S A
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REVISIONS
09.16.2026
26107
C
* PH. (719) 637-8850 * sec@secengr.com
5145 CENTENNIAL BLVD. SUITE 200
COLORADO SPRINGS, CO 80919
ONSULTING NGINEERS
ORPORATION
NGINEERING
CHENDTS E
C E
10.9.26 ADDENDUM 01
NDK
LJB
M1.01
MECHANICAL
NEW WORK PLANS
LEVEL ONE
KEY PLAN
NEW WORK KEYNOTES
JOB NO.:
DATE:
DRAWN:
CHECKED:
532 n. tejon st.
colorado springs colorado 80903 p: 719.473.7225 csnaarchitects.com architects
Copyright © 2015 CSNA Architects
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REVISIONS
09.16.2026
26107
C
* PH. (719) 637-8850 * sec@secengr.com
5145 CENTENNIAL BLVD. SUITE 200
COLORADO SPRINGS, CO 80919
ONSULTING NGINEERS
ORPORATION
NGINEERING
CHENDTS E
C E
L U K E J . B I G G
S
10.9.26 ADDENDUM 01
NDK
LJB
P1.01
PLUMBING
NEW WORK PLANS
LEVEL ONE
PARTIAL PLUMBING PLANS - DOMESTIC WATER
PARTIAL PLUMBING PLANS - WASTE AND VENT
KEY PLAN
JOB NO.:
DATE:
DRAWN:
CHECKED:
532 n. tejon st.
colorado springs colorado 80903 p: 719.473.7225 csnaarchitects.com architects
Copyright © 2015 CSNA Architects
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REVISIONS
09.16.2026
26107
C
* PH. (719) 637-8850 * sec@secengr.com
5145 CENTENNIAL BLVD. SUITE 200
COLORADO SPRINGS, CO 80919
ONSULTING NGINEERS
ORPORATION
NGINEERING
CHENDTS E
C E
10.9.26 ADDENDUM 01
NDK
LJB
E5.01
ELECTRICAL
DIAGRAMS &
SCHEDULES
EQUIPMENT CONNECTION SCHEDULE
DISCONNECT STARTER
BRANCH CIRCUIT NOTESTY
P
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FUSE
C B
T R
IP
A
M P
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P R
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ID
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D B
Y
TY
P
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S
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P R
O V
ID
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D B
Y
TAG DESCRIPTION VOLTAGE PHASE MOTOR HP KVA FLA MCA MOCP
SCCR
(kA) W
T.
O
W
O T
.O
DISCONNECT TYPES STARTER TYPES PROVIDED BY
EXISTING PANELBOARD "PR7RA"
LOCATION: PENTHOUSE #3 208Y/120V 3PH 4W
FED BY: 75 KVA XFMR "TPR7RA" 200 MCB
10,000 AIC
GROUND BUS
NEUTRAL
CKT CKT
NO. DESCRIPTION BRKR P KVA PH KVA P BRKR DESCRIPTION NO.
1 A 2
3 B 4
5 C 6
7 A 8
9 B 10
11 C 12
13 A 14
15 B 16
17 C 18
19 A 20
21 B 22
23 C 24
25 A 26
27 B 28
29 C 30
31 A 32
33 NEW CLOTHES DRYER 10.00 B 0.74 NEW CLOTHES WASHER 34
35 90 3 10.00 C 0.74 3 15 SEE NOTE 1 36
37 10.00 A 0.74 38
39 B 40
41 C 42
LOAD KVA FACTOR DEMAND KVA CONNECTED LOAD
LIGHTING 1.25 PHASE A
RECEPTACLES 1.00 PHASE B
0.50 PHASE C
KITCHEN TOTAL CONNECTED LOAD
ELEC. HEAT 1.00 AMPERES
MOTOR & HVAC 1.00
LARGEST MOTOR 1.25
NONCONT. + 1.25*CONT.
TOTAL LOAD KVA
AMPERES @ 208V
NOTES:
LUMINAIRE SCHEDULE
TYPE MANUFACTURER CATALOG NO. DESCRIPTION MOUNTING VOLTS LAMP CODE
(QTY)
LUMINAIRE
WATTS NOTES
GENERAL FIXTURE REQUIREMENTS - APPLY TO ALL LIGHTING FIXTURES
NOTES
A2.02 - ENLARGED PLANS LEVEL ONE
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