10-!-DA27008-Stage I-DFCM Addendum 2.pdf

DFCM Addendum Cover Page, 9.2.2026

DFCM Addendum #2 Reference: Central Evidence Warehouse

Department of Pubic Safety DFCM Project #26190550 U3P Event #DA27008-Stage I

Date: September 17, 2026

To: General Contractors

From: The Division of Facilities Construction and Management

Note: This Addendum shall be included as part of the Contract Documents. Items in this Addendum apply to all drawings and specification sections whether referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in the Addendum.

Bidders are required to acknowledge receipt of this Addendum when their bid is submitted. Failure to do so may subject the Bidder to disqualification.

Addendum Items

Solicitation Schedule Changes: There are no changes to the Solicitation Schedule in this addendum.

DFCM Addendum Items: Question and Answer (see attached) Click to enter text Click to enter text Click to enter text

A/E Addendum Items: A/E Addendum # N/A Click to enter text

Total Attached Pages: 4

Generated on Sep 15, 2026 3:23 PM MDT - Denise Austin

DA27008-Stage I - DFCM Construction - VBS Construction Stage I - Department of Public Safety - Central Evidence Warehouse - 26190550

Project Overview

Public Q&A RFP Requirements

Within the RFP you have identified the following risks: Geotechnical Condition and Foundation System, and Non—Structural Design Criteria. There doesn't appear to be much information on these items to help us address the concern. Can you please provide additional details? Thanks.

Geotechnical Conditions and Foundation System: Site-specific geotechnical conditions have necessitated an unusual foundation system incorporating an integrated mat slab. Given the building’s intended use, effective crack control within the mat slab is a critical performance requirement. Bidders should demonstrate their experience with comparable foundation systems including their approach to concrete placement, curing, shrinkage control, and other measures necessary to minimize cracking.

Non-structural Seismic Design Criteria: The project includes elevated seismic requirements for non-structural components, equipment, and systems, which may affect coordination, procurement, detailing, and installation. Bidders should demonstrate experience with similar requirements and their approach to achieving compliant seismic restraint and anchorage.

Enhanced Security Requirements: The project includes above-average security requirements, including extensive access control, detention doors, security hardware, and related systems.

These requirements may increase coordination, procurement, and installation complexity.

Bidders should demonstrate experience with comparable security-intensive projects.

AE2011

AE201

AE201

AE201

1 3

A

4 7

C

D

F

G

J

H

B

2 5

E

AE301

AE301

NARCOTICS

STORAGE

BULK STORAGE

LONG TERM

STORAGE

FIRE ARMS

STORAGE

VEHICLE EXAM BAY

VEHICLE EXAM BAY

HALLWAY

108B

HALLWAY

INTAKE &

PROCESSING

EVIDENCE

BOOKING &

PREPARATION

112 EVIDENCE PREP

SUPPLY

VEST.

HALLWAY

SALLYPORT

DISPOSAL

ARCHIVE STORAGE

WALK-IN COOLER

SERVER ROOM

HALLWAY

ADMIN

WORKSTATIONS

MANAGER OFFICE

LOUNGE

BREAK ROOM

WELLNESS ROOM

MECH + FIRE RISER

ELEC

ELEC

JAN

CONFERENCE

126GENERAL SUPPLY

ROOM

RESTROOM W/

SHOWER

RESTROOM

30'-10 3/8" 22'-8" 9'-1 5/8" 31'-2 3/8" 6'-1 5/8" 12'-0" 37'-4"

AE312

AE312

AE312

150'-8"

0"

8"

4"

4"

3"

1"

0" 9'

-4 "D6Bi

D6Ei

D6Ei

D6Bi

D6Bi

H6A

H3A

X8R

X8R

X8R

D6Bi D6Bi

D6Bi

D6Bi

AE401

135A

130A

7A

132A

6A

4A

130B

129A

8A

7A

102A

4A

113A

1A

110B 110A

103A

105A

104A

8A

109A

108B

6D

6A

117A

120A

119A 118A

123A

122A

PUBLIC LOBBY

PROSECUTOR

ROOM

136A

RESTROOM

116B

116C

9B

8C

4B

6F

116E

6A

D3B D3B

AE313

B8

X8R

B8A

B8

X8R

X8RB8

AE301

AE301

D6Bi

D6Bi H3B E6Bi

H3B

H3B

E6Bi

E6Bi

D6Bi

H3B H3B

H6Bi H3A

H3A

D6Bi

D3A

D6Bi

X8R

X8R

B8

D6Bi

B8A

H3B

D6Ei

D6Ei H3A

H3Bi

H6Bi

D3Bi

H3B

125A

H3A

X8R

H3B H2B

H6Bi

AE401

AE314

AE313

AE313

AE314

AE311

H3A

H3B

H2A

B8

D6Bi

AE801

AE701

1AE801

AE801

AE801

CW03 CW04A

C W

B

CW05

C W

SF

C W

SF03A

SF04A

SF

B

SF02

SF

B

SF

AE311

AE802

AE802

HALLWAY

C W

C

W

AE802

AE801

AE802

HIGH-DENSITY MOBILE

SYSTEM, OFOI

HIGH-DENSITY MOBILE

SYSTEM, OFOI

4 - POST SHELVING, OFOI

4 - POST SHELVING, OFOI

CW02

CW07

CLASS IV

OVERHEAD DOOR

CLASS IV

OVERHEAD DOOR

9'-6 1/4"

5' -6

/8

2' -0

/8

6'

-5

/2

3' -7

/8

6'

-1 0"

22'-5 3/8"

9'-5"

113B B8

CMU PILASTER;

RE:

STRUCTURALCMU PILASTER; RE:

STRUCTURAL

HOSEBIBS

HOSEBIBS

AE401

AE311

Sim

VEHICLE STORAGE

BAY

AE801

AE801

AE802

AE802

HALLWAY

AE311

AE801

2A

2BB8

AE802

Sim

AE802

AE802

Sim

AE802

AE803

AE803

AE421 2

AE311

Sim

7A

7B

AE801

W02

W

AE314

9'-7" 1'-3"

AE502

AE502

FREEZER

101A

19'-4" 4'-8"

18'-0" 4'-8"

0"

0"

10'-0" 8'-0"

8" 4'

-8

/8

5/

8"

8"

0"

6' -8

0"

8"

8"

8"

3/

8" 8'

-1

3/ 8"

1' -4

4'

-0

5'-3 5/8"

8"

20'-0"

TABLE & SHELVING, OFOI

TABLE & SHELVING, OFOI

SHELVING, OFOI

SHELVING, OFOI

SHELVING,

OFOI

B10A

X10R B10

11'-6 3/8" 12'-0" 10'-0"

5' -0

5'

-0

2'-0 5/8" 12'-0"

ALIGN TO GRID

25'-8 3/4"

3/

4"

22'-8 3/4"

B8A

1. UNLESS NOTED OTHERWISE, DIMENSIONS LOCATING WALLS INDICATE;

CENTERLINE OF STUD AT METAL STUD WALLS, FACE OF STUD AT WOOD

STUD WALLS AND FACE OF WALL AT CMU/CONCRETE WALLS.

2. UNLESS NOTED OTHERWISE, SPECIFIED WALL TYPE TO CONTINUE AT DOOR

AND WINDOW OPENINGS (TOP AND BOTTOM).

3. IN ADDITION TO THE REQUIREMENTS OF DIVISION 01 OF THE

SPECIFICATION, PROVIDE WALL TYPE "D3B" IF NO OTHER WALL TYPE HAS

BEEN INDICATED.

4. "CLEAR" INDICATES DIMENSION TO FINISHED SURFACE INDICATED,

INCLUSIVE OF ALL MATERIALS UTILIZED IN THE RELEVANT ASSEMBLY.

5. FOR WALL TYPES WITH AN "H" DESIGNATION, PROVIDE MANUFACTURER'S

RECOMMENDED STRAPPING AT NO LESS THAN 4'-0" O.C VERTICALLY,

WHEN THE WALL IS NOT DIRECTLY ATTACHED TO A SUPPORTING WALL

SURFACE.

6. WHERE METAL AND/OR WOOD STUDS ARE PROVIDED AS FURRING,

INSTALL ALL CONCEALED ELEMENTS IN THE METAL AND/OR WOOD

FRAMED ASSEMBLY.

7. PROVIDE FIRE RETARDANT TREATED PLYWOOD BACKING ON ALL WALLS

INDICATED TO RECEIVE WALL MOUNTED EQUIPMENT IN ELECTRICAL, DATA,

IDP/MDP ROOMS.

8. UNLESS NOTED OTHERWISE DOOR JAMBS WITHIN METAL AND/OR WOOD

STUD WALLS SHALL BE LOCATED 4" CLEAR FROM ADJACENT WALL.

9. PROVIDE SUITABLE BLOCKING IN METAL AND/OR WOOD FRAMED WALLS

AND CEILINGS AS REQUIRED FOR INSTALLATION OF MECHANICAL,

PLUMBING AND ELECTRICAL EQUIPMENT AND SPECIALTIES.

10. WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR

ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE

BARRIERS AND SMOKE PARTITIONS SHALL BE EFFECTIVELY AND

PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED

SPACE. SUCH IDENTIFICATION SHALL INCLUDE LETTERING NOT LESS THAN 3

INCHES IN HEIGHT WITH A MINIMUM 3/8" STROKE IN CONTRASTING COLOR

AND BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT

INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG

THE WALL PARTITION AND READ, "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS".

WALL TYPES NOTES

WALL TYPES LEGEND

10" CMU DETENTION WALL TO STRUCTURE - GROUTED

FULL HEIGHT W/ REINFORCEMENT - SEE CODE PLAN FOR

RATED WALL ASSEMBLIES WHERE THEY OCCUR

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

MILLER

133431

KEVIN B.

L I

C E

N S

ED AR CH

I T

E C

T

S T

A

TE OF U

T

A H

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

N O

T E

T

H

IS

S H

E E

T I

S I

N T

E N

D E

D T

O

B E

V

IE

W E

D I

N C

O L

O R

RESERVED FOR CONSULTANT LOGO

08.28.2026

2025.060.00

FLOOR & WALL TYPES

PLAN

UTAH DEPARTMENT OF

PUBLIC SAFETY

DPS EVIDENCE

WAREHOUSE

4465 S. 2600 W.

Taylorsville, UT 84129

4501 S. 2700 W.

Taylorsville, UT 84129

PERMIT SET

AE1010'

GRAPHIC SCALE

4' 8' 12' 16' 24'

1/8" = 1'-0"AE101

1 FLOOR & WALL TYPES PLAN - LEVEL ONE

WALL TYPES SCHEDULE

PLAN TYPE DESCRIPTION UL# STC RATING

CMU WALLS

B8

8" CMU WALL. EXTEND TO DECK

ABOVE

B10

10" CMU WALL. EXTEND TO

DECK ABOVE

RATED CMU WALLS

B8A

8" CMU WALL. EXTEND TO DECK

ABOVE

1 HR.

B10A

10" CMU WALL. EXTEND TO

DECK ABOVE

1 HR.

NON-RATED METAL STUD WALLS

D3A

3-5/8" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, EACH

SIDE. EXTEND GYP. BD. TO 6"

ABOVE FINISHED CEILING

D3B

3-5/8" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, EACH

SIDE. EXTEND GYP. BD. TO DECK

ABOVE

D3Bi

3-5/8" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, EACH

SIDE. EXTEND GYP. BD. TO DECK

ABOVE. FILL CAVITY W/ 3-1/2"

FIBERGLASS SOUND

ATTENUATION BLANKET

D6Bi

6" METAL STUDS @ 16" O.C. W/

5/8" GYPSUM BOARD, EACH

SIDE. EXTEND GYP. BD. TO DECK

ABOVE. FILL CAVITY W/ 6"

FIBERGLASS SOUND

ATTENUATION BLANKET

D6Ei

6" METAL STUDS @ 16" O.C. W/

5/8" GYPSUM BOARD OVER

BULLET RESISTANT PANEL AT

THREAT SIDE OF WALL AND

5/8" GYPSUM BOARD AT OTHER

SIDE. EXTEND GYP. BD. ON

BOTH SIDES OF WALL TO DECK

ABOVE. EXTEND BULLET

RESISTANT PANEL TO 8'-0"

A.F.F. AND CONTINUE TO DECK

W/SECOND LAYER OF GYP. BD.

FILL CAVITY W/ 6" FIBERGLASS

SOUND ATTENUATION BLANKET

RATED METAL STUD WALLS

E6Bi

6" METAL STUDS @ 16" O.C. W/

5/8" 'TYPE X' GYPSUM BOARD,

EACH SIDE. EXTEND GYP. BD. TO

DECK ABOVE. FILL CAVITY W/

3-1/2" FIBERGLASS SOUND

ATTENUATION BLANKET. JOINTS

FINISHED AND PERIMETER

CAULKED.

UL#

U419

50 1 HR.

METAL STUD FURRING

H2A

2-1/2" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, ONE

SIDE ONLY. EXTEND GYP. BD. TO

6" ABOVE FINISHED CEILING

H2B

2-1/2" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, ONE

SIDE ONLY. EXTEND GYP. BD. TO

DECK ABOVE

H3A

3-5/8" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, ONE

SIDE ONLY. EXTEND GYP. BD. TO

6" ABOVE FINISHED CEILING

H3B

3-5/8" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, ONE

SIDE ONLY. EXTEND GYP. BD. TO

DECK ABOVE

H3Bi

3-5/8" METAL STUDS @ 16" O.C.

W/ 5/8" GYPSUM BOARD, ONE

SIDE ONLY. EXTEND GYP. BD. TO

DECK ABOVE. FILL CAVITY W/

3-1/2" FIBERGLASS SOUND

ATTENUATION BLANKET

H6A

6" METAL STUDS @ 16" O.C. W/

5/8" GYPSUM BOARD, ONE SIDE

ONLY. EXTEND GYP. BD. TO 6"

ABOVE FINISHED CEILING

H6Bi

6" METAL STUDS @ 16" O.C. W/

5/8" GYPSUM BOARD, ONE SIDE

ONLY. EXTEND GYP. BD. TO

DECK ABOVE. FILL CAVITY W/

6" FIBERGLASS SOUND

ATTENUATION BLANKET

DETENTION CMU WALLS

X8R

8" CMU DETENTION WALL TO

DECK ABOVE. GROUT SOLID

FULL HEIGHT. PLACE VERTICAL

REINFORCING IN EA. CELL AND

HORIZONTAL REINFORCING IN

EACH COURSE

X10R

10" CMU DETENTION WALL TO

DECK ABOVE. GROUT SOLID

FULL HEIGHT. PLACE VERTICAL

REINFORCING IN EA. CELL AND

HORIZONTAL REINFORCING IN

EACH COURSE

AHJ Stamp

PLAN REVIEW SUBMISSION

NOT F

OR B

ID

DIN

G O R C

ONSTRUCTIO

N

LEVEL 1

100' - 0"

T.O. MASONRY (HIGH)

120' - 8"

T.O. MASONRY (LOW)

118' - 8"

A C D F G JHB E

22 GA FORMED STEEL PANEL

GLAZED ALUMINUM

CURTAIN WALL

GLAZED ALUMINUM

CURTAIN WALL

CONCEALED FASTENER

ALUMINUM COMPOSITE

METAL PANEL

OVERHEAD COILING DOOR 6" DIA. PAINTED

METAL BOLLARD

T.O. BRICK

112' - 0"

8" DIA. PAINTED

METAL BOLLARD

LEVEL 1

100' - 0"

T.O. MASONRY (HIGH)

120' - 8"

T.O. MASONRY (LOW)

118' - 8"

13478 6 25

22 GA FORMED STEEL PANEL

GLAZED ALUMINUM CURTAIN WALLOVERHEAD COILING DOOR CONCEALED FASTENER ALUMINUM

COMPOSITE METAL PANEL

EMPEROR BRICK VENEER

T.O. BRICK

112' - 0"

LEVEL 1

100' - 0"

T.O. MASONRY (LOW)

118' - 8"

1 3 4 7 862 5

22 GA FORMED STEEL PANEL

OVERHEAD COILING DOOREMPEROR BRICK VENEER

T.O. BRICK

112' - 0"

12'-8"12'-8"12'-8"12'-8"11'-4"8"

14 GA. FABRICATED STEELL CHANNEL

REVEAL TRIM FINISHED W/ HIGH

PERFORMANCE COATING

12'-7 3/8" 12'-8" 12'-8" 12'-8" 6'-8" 4'-0"

1'-4 5/8"

LEVEL 1

100' - 0"

T.O. MASONRY (HIGH)

120' - 8"

T.O. MASONRY (LOW)

118' - 8"

ACDFGJ H BE

22 GA FORMED STEEL PANEL

GLAZED ALUMINUM

CURTAIN WALL

EMPEROR BRICK VENEERSPECIALTY BRICK INFILL SCUPPER & DOWNSPOUT

T.O. BRICK

112' - 0"

BRICK CONTROL JOINTS

1/2"1/2"

14 GA. FABRICATED STEELL CHANNEL

REVEAL TRIM FINISHED W/ HIGH

PERFORMANCE COATING

BUILDING SIGNAGE

. 8'-4" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" 12'-8" 8'-4"

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

MILLER

133431

KEVIN B.

L I

C E

N S

ED AR CH

I T

E C

T

S T

A

TE OF U

T

A H

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

RESERVED FOR CONSULTANT LOGO

08.28.2026

2025.060.00

EXTERIOR ELEVATIONS

UTAH DEPARTMENT OF

PUBLIC SAFETY

DPS EVIDENCE

WAREHOUSE

4465 S. 2600 W.

Taylorsville, UT 84129

4501 S. 2700 W.

Taylorsville, UT 84129

PERMIT SET

AE201

1/8" = 1'-0"AE201

1 EAST ELEVATION

1/8" = 1'-0"AE201

4 NORTH ELEVATION

1/8" = 1'-0"AE201

2 SOUTH ELEVATION

1/8" = 1'-0"AE201

3 WEST ELEVATION

0'

GRAPHIC SCALE

4' 8' 12' 16' 24'

0'

GRAPHIC SCALE

4' 8' 12' 16' 24'

0'

GRAPHIC SCALE

4' 8' 12' 16' 24'

0'

GRAPHIC SCALE

4' 8' 12' 16' 24'

AHJ Stamp

PLAN REVIEW SUBMISSION

NOT F

OR B

ID

DIN

G O R C

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

J

SG1

SG1

100' - 0"

100' - 0"

MW-3

MW

-3

MW-3

MW

-6

MW-3

MW-3

MW

-3

MW

-3

MW-3

MW

-3

MW

-3

MW

-3

MW-3

MW

-4

MW-4

MW

-4

MW

-4

MW-4

MW

-2

MW-2

MW-2

MW

-2

MW

-2

MW-2

MW-2

MW

-2

MW

-1

MW

-1

MW-2

MW-1

MW-1

MW

-1

MW

-2

MW

-2

MW

-1

MW

-1

MW-3

GB5.0

GB6.0

GB6.0

GB6.0

GB6.0

GB

6.0

GB6.0

GB

4.0

GB6.0

GB

6.0

GB6.0

GB6.0

GB9.0

GB

5.0

GB6.0

GB6.0

GB5.0

GB5.0

GB

4.0

GB

6.0

GB

5.0

GB

6.0

GB5.0

GB5.0

GB6.0

GB

6.0

GB4.0

GB

4.0

GB

6.0

GB

6.0

99' - 10"

99' - 10"

GB5.0

GB6.0

A5

SS501

A5

SS501

A5

SS501

C3.1

SS501

A3

SS501

MCJ

MCJ

MCJ

MCJ

0" 6'

- 0

M C

J

M C

J

20' - 0" 20' - 8"

M C

J

20' - 8"

MCJ

MCJ

MCJ

0"

0"

0"

M C

J M

C J

M C

J

M C

J M

C J

M C

J

M C

J

8' - 0"

MCJ

MCJ

MCJ

MCJ

MCJ

0"

4"

4"

4"

4"

M C

J

M C

J

M C

J

11' - 4" 20' - 0" 20' - 0"

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

M C

J

7' - 4"

M C

J

18' - 8"

M C

J

MC-2

MC-2

MC-5

MC-5

MC-2

MC-2

MC-2

MC-3

MC-3

MC-6

MC-6

MC-6

MC-6

MC-5

MC-5

MC-5

MC-5

MC-6

MC-6

MC-6

MC-8

MC-3

MC-3

MC-3

MC-3

MC-3

MC-3

MC-3

MC-2

MC-2

MC-2

MC-2

MC-2

MC-2

MC-2

MC-7

MC-2

MC-3

MC-4

MC-4

6'

- 0

0"

GB

5.0

GB4.0

GB4.0

99' - 4"

15' - 4"

MW-4

GB

6.0

GB

6.0

GB

6.0

GB

6.0

GB

6.0

GB

5.0

MW

-4

MW

-4MW-4

GB

5.0

GB

.0

GB

.0

GB

.0

MW

-2

M C

J 14' - 8"

MCJ

M C

J

M C

J

15' - 4" 10' - 8"

GB4.0

2' - 7 5/8"

1'

- 2

3' - 4"

0"

SS300 D1

EL

-1

SS300 D5

EL

-2

SS300 C1

EL

-3

SS300 C3

EL

-4

SS300

C6 EL-5

SS300

B1 EL-6

SS300

B3 EL-7

SS300

B6 EL-8

SS300

A5 EL-9

SS300

B5 EL-10

SLOPES,

SEE ARCH

SG1

SLOPES,

SEE ARCH

SLOPES,

SEE ARCH

1'

- 4

5'

- 4

SG1

SG1

SG1

SG1

SG1

SG1

SLOPES,

SEE ARCH

SLOPES,

SEE ARCH

SLOPES,

SEE ARCH

SLOPES,

SEE ARCH

100' - 0"

SG1

GB5.0

MCJ

M C

J

MCJ

MC-9

MC-9

MC-2

MC-3

MC-2

MC-2

MC-2

MC-4

MC-2

MC-4

B5

SS501

________________ A5

SS501

________________ B5

SS501

A5

SS501

________________ B3

SS501

________________ C5

SS501

B3

SS501

C5

SS501

________________B3

SS501

A5

SS501

C5

SS501

A5

SS501

C5

SS501

A5

SS501

________________B3

SS501

B5

SS601

A3

SS501

A3

SS501

B5

SS601

MW-3

D5

SS501

C3

SS501

MC-10

2 GB5.0

GB5.0

GB6.0

GB

5.0

GB6.0

GB

6.0

GB

6.0

GB

6.0

GB

6.0

B5

SS501

CONCRETE SLAB ON

GRADE, SEE SCHEDULE

FTG/FDTN PLAN LEGEND

CONCRETE GRADE

BEAM, SEE SCHEDULE

MASONRY WALL

TYPE, SEE SCHEDULE

MASONRY COLUMN IN

WALL, SEE SCHEDULE

CHANGE IN ELEVATION

OR STEP IN SLAB, SEE

ARCH DWGS FOR

EXACT LOCATION

MW-#

GBx.x

MC-#

STEEL COLUMN: WIDE

FLANGE, TUBE, PIPE

TOP OF CONCRETE

SLAB ELEVATION

xxx'-xx"

TF xx'-xx" .TOP OF GRADE

BEAM ELEVATION

DEPRESSED SLAB

AREAS, COORD W/

ARCH DWGS, SEE

DETAIL

C3/SS601

E3/SS601

B5/SS601

SG#

C5/SS601

D3/SS501

MASONRY CONTROL

JOINT LOCATION, SEE

DETAIL

MC

J

C2/SS501

375 WEST 200 SOUTH

SALT LAKE CITY, UT 84101

801.521.8600P www.gsbsarchitects.com

OWNER PROJECT NO.:

GSBS PROJECT NO.:

ISSUED DATE:

REVISIONS:

REVREV

N O

T

FO

R C

O N

ST

R

U C

TI

O

N www.crceng.com

08.28.2026 2025.060.00

FOOTING &

FOUNDATION PLAN

UTAH DEPARTMENT OF

PUBLIC SAFETY

DPS EVIDENCE

WAREHOUSE

4465 S. 2600 W.

Taylorsville, UT 84129

4501 S. 2700 W.

Taylorsville, UT 84129

CONSTRUCTION

DOCUMENTS

SS101

1/8" = 1'-0" Footing & Foundation Plan

PLAN NOTES - FOOTING & FDTN

# NUMBERED NOTES BELOW ARE KEYED ON

PLAN.

R# DENOTES REINFORCING KEYED ON PLAN.

* SEE ARCHITECTURAL DRAWINGS FOR ALL

DIMENSIONS, TYPICAL.

** NOT ALL NOTES MAY APPLY TO AREA

SHOWN ON SHEET.

A SEE STRUCTURAL NOTES ON SHEET SS001

FOR ADDITIONAL INFORMATION.

B TOP OF CONCRETE SLAB

ELEVATION = 100'-0",

UNLESS NOTED THUS:

SLOPE UNIFORMLY

TO FLOOR DRAINS.

C CENTER GRADE BEAMS ON WALLS AND

COLUMNS UNLESS DIMENSIONED

OTHERWISE ON PLANS.

D SEE DETAIL C1/SS501 & E3/SS501 FOR

TYPICAL MASONRY AND CONCRETE WALL

REINFORCEMENT AT CORNERS AND

INTERSECTIONS.

xxx'-x"

PLAN NOTES - FOOTING & FDTN

E SEE DETAIL A5/SS502 FOR TYPICAL GRADE

BEAM INTERSECTIONS.

F WHERE PLUMBING LINES OR ELECTRICAL

CONDUIT INTERSECT FOUNDATIONS, SEE

DETAIL A1/SS501. AT GEOFOAM

LOCATIONS, SEE DETAIL E2/SS501.

G SEE ARCHITECTURAL AND LANDSCAPE

DRAWINGS AND DETAIL D1/SS501 FOR

SECURE YARD SCREEN WALL.

H SEE DETAIL C5/SS502 AND D5/SS502 FOR

CONCRETE GRADE BEAM AND CONCRETE

SLAB CONTRUCTION JOINT. SUBMIT JOINT

PLAN TO ARCHITECT FOR APPROVAL.

1 PROVIDE HOUSEKEEPING PADS FOR

MECHANICAL UNITS AS REQUIRED BY THE

MECHANICAL DRAWINGS. PADS TO BE

ANCHORED WITH REBAR, SEE DETAIL

D2/SS501.

2 SEE DETAIL D4/SS501 FOR HIGH DENSITY

STORAGE TROUGH. COORDINATE

QUANTITY AND LOCATION WITH

ARCHITECT AND MANUFACTURER

REQUIREMENTS.

PERMIT SET

AHJ Stamp

PLAN REVIEW SUBMISSION

NOT F

OR B

ID

DIN

G O R C