Attachment C - Drawings.pdf

SHEET NUMBER

SHEET TITLE

REGISTRATION

DRAWING HISTORY

PROJECT NUMBER

F

IL

E N

A M

E

D A

T E

S T

A M

P

SAN DIEGO

SALT LAKE CITY

LOS ANGELES

LAS VEGAS

HOUSTON

HOBOKEN

DENVER

DFW

BOCA RATON

AUSTIN

ATLANTA

ALEXANDRIA

ARCHITECTURE

INTERIORS

PLANNING

ARCHITECT

PGAL INC.

7951 E. MAPLE AVE

STE 105

720.216.9600

GREENWOOD VILLAGE,

CO 80111

MEP ENGINEERS

ME ENGINEERS

14143 DENVER WEST

PKWY., STE 300

GOLDEN, CO 80401

303.421.6655

FIRE PROTECTION

JENSEN HUGHES

10170 Church Ranch Way

STE 200

303.439.0485

WESTMINSTER, CO

80021

SECURITY

IMEG

1400 GLENARM PL

STE 101

DENVER, CO 80202

303.623.4927

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COVER SHEET

1008415

Copyright © 2025

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

7/29/2025

14999 E. ALAMEDA PKWY, STE 3200

AURORA, CO 80012

100% CD

Pkg 1

№. DATE DESCRIPTION

A 07/29/25 IFC

ISSUED FOR CONSTRUCTION

07.29.2025

08/04/2025

BID SET

08/04/25 BID SET

CLIENT

ARCHITECT

REGISTRATION

DRAWING HISTORY

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

www.pgal.com

Greenwood Village, Colorado 80111

Avenue Suite 105 7951 E. Maplewood PGAL, Inc.

T 720 216 9600

F

IL

E N

A M

E

D A

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S T

A M

P

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SHEET INDEX

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

14999 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

1008415

Copyright © 2025

AURORA MUNICIPAL

CAMPUS

15151 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

SHEET INDEX

Sheet № Sheet Name Current Revision Date Current Revision Description

General

G0.00 COVER SHEET 07/29/25 IFC

G0.01 SHEET INDEX 07/29/25 IFC

G0.02 GENERAL PROJECT INFORMATION 07/29/25 IFC

G0.10 ADA STANDARDS 07/29/25 IFC

G0.11 ADA STANDARDS 07/29/25 IFC

G0.12 ADA STANDARDS 07/29/25 IFC

G1.01.1 CODE ANALYSIS 07/29/25 IFC

G2.02 LIFE SAFETY PLAN - BREAK ROOM 07/29/25 IFC

G4.00 UL - ASSEMBLIES 07/29/25 IFC

G4.01 UL - ASSEMBLIES 07/29/25 IFC

G4.02 UL - ASSEMBLIES 07/29/25 IFC

G4.03 UL - ASSEMBLIES 07/29/25 IFC

Architecture

A0.01 PROJECT GENERAL NOTES 07/29/25 IFC

A0.02 TYPICAL MOUNTING HEIGHTS 07/29/25 IFC

A0.10 PARTITION TYPES 07/29/25 IFC

A0.20.1 MATERIALS & FINISH SCHEDULES 07/29/25 IFC

AD.11 DEMOLITION OVERALL PLAN 07/29/25 IFC

AD.22 DEMOLITION FLOOR PLAN - BREAK ROOM 07/29/25 IFC

A2.01 OVERALL FLOOR PLAN - LEVEL 1 07/29/25 IFC

A2.03 FLOOR PLAN - BREAK ROOM 07/29/25 IFC

A4.01 ENLARGED FLOOR PLAN - RESTROOMS 07/29/25 IFC

A5.01 BREAK ROOM MILLWORK DETAILS 07/29/25 IFC

Plumbing

P0.00 PLUMBING LEGEND

P0.03 PLUMBING SCHEDULE

P2.01 OVERALL PLUMBING FLOOR PLAN - LEVEL 1

P2.03 PLUMBING PLAN - BREAK ROOM

P3.01 PLUMBING ISOMETRIC

P8.00 PLUMBING DETAILS

PD2.22 PLUMBING DEMOLITON PLAN - BREAK ROOM

Electrical

E0.00 ELETRICAL LEGEND

E0.01 ELECTRICAL ONE-LINE

E0.02 LIGHTING COMCHECK

E0.20 ELECTRICAL SCHEDULES

E2.01 OVERALL ELECTRICAL FLOOR PLAN - LEVEL 1

E2.03 ELECTRICAL FLOOR PLAN - BREAK ROOM

E3.13 LIGHTING REFLECTED CEILING PLAN - BREAK ROOM

E8.00 ELECTRICAL DETAILS

ED2.03 ELECTRICAL DEMOLITION FLOOR PLAN - BREAK ROOM

ED3.13 LIGHTING DEMOLITION CEILING PLAN - BREAK ROOM

Fire Alarm

FA-000 FA-000 - FIRE ALARM GENERAL NOTES

FA-100 FA-100 - FIRE ALARM FLOOR PLAN

FA-101 FA-101 - FIRE ALARM DEMO FLOOR PLAN

Technology

TY0.00 TECHNOLOGY COVERSHEET

TY2.01 OVERALL FLOOR PLAN - LEVEL 1

TY3.01 ENLARGED FLOOR PLAN - LEVEL 1

TY5.01 DETAILS AND DIAGRAMS

TY6.01 SCHEDULES

№. DATE DESCRIPTION

A 07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07/29/25 IFC

07.29.2025

15151 E. ALAMEDA

PKWY

AURORA, CO 80012

14999 E. ALAMEDA

PKWY

AURORA, CO 80012

G1.01.1 CODE ANALYSIS 07/31/25 PERMIT COMMENTS

G2.02 LIFE SAFETY PLAN - BREAK ROOM 07/31/25 PERMIT COMMENTS

ALIGN ALIGN

AV

J

AV

AV

AV

AV

AV

AV

AV

AV AV

AV

AV

AV

AV

AV

AV

AV

AV

AV

01 / A6.00

SIM

01 / A8.00

SIM

A8.00

01 SIM

01 SIM

SI

M

SI

M

View Number

Sheet Number

Reference

View Number

Sheet Number

Reference

EXTERIOR ELEVATION REFERENCE

INTERIOR ELEVATION REFERENCE

Sheet Number

Reference

BUILDING / WALL SECTION REFERENCE

INTERIOR SECTION REFERENCE

01 / A2.01

SIM

01 / A2.01

SIM.

View Number

Sheet Number Reference

01 / A4.01

SIM

ENLARGED PLAN / DETAIL CALLOUT REFERENCE

View Number

Sheet Number

Reference

1010 Column Grid Reference

New Existing

Column Centerline

COLUMN GRIDLINES

Name Elevation

LEVEL HEAD

10' - 6"

SPOT ELEVATION

Elevation

N 1' - 0" E 1' - 0"

SPOT COORDINATE

Coordinates

MATCHLINE VIEW REFERENCE

View Number

Sheet Number

Reference Direction

MATCHLINE

REF: 01 / A2.01B

NORTH ARROW

View Number

Sheet Number Reference

Magnetic North Indicator

Project North Indicator

0 4'-0" 8'-0" 16'-0"

GRAPHIC SCALE

CL

ALIGN SYMBOL

CENTERLINE

EXIT SIGN

A

SHEET NOTE CALLOUT

AB-1

OFFICE

150 SF

M33.3▐

W12

10'-6"

ROOM TAG

PARTITION TAG

WINDOW / LOUVER TAG

DOOR TAG

Partition Type

Batt Indicator

Room # Room Name

Window / Louver Type

Door #

CASEWORK TAG

CEILING HEIGHT TAG

REVISION TAG

FURNITURE / FURNITURE SYSTEM TAG

EQUIPMENT TAG

30WB01

34H24D

AREA TAG

Room Area (SF)

Area Name

Area Area (SF)

Revision #

Height Above Finish Floor

Area Name

Area Area (AC)

Casework Depth

Casework Height

Casework Type

Casework Width

AREA NAME

1,250 SF

AREA NAME

20.05 AC

Furniture Type

Furniture System Type1i

Equipment Type1t

101A

PT-01 Finish Code

FINISH TAG

WALL RECEPTACLE SYMBOLS

Quadplex 4-way Dedicated Circuit Receptacle

Quadplex 2-way Dedicated Circuit Receptacle

Quadplex 4-way Separate Circuit Receptacle

Quadplex 2-way Separate Circuit Receptacle

Quadplex Convenience Receptacle

Duplex Dedicated Circuit Receptacle

Duplex Separate Circuit Receptacle

Quadplex Dedicated Circuit Receptacle

Duplex Convenience Receptacle

220v Monoplex Receptacle

Data Receptacle

Voice Receptacle

Combination Data / Voice Receptacle

AV Receptacle

Junction Box

FLOOR RECEPTACLE SYMBOLS

Quadplex Convenience Receptacle Flush Mount

Quadplex Convenience Receptacle Surface Mount

Duplex Convenience Receptacle Flush Mount

Duplex Convenience Receptacle Surface Mount

220v Monoplex Convenience Receptacle Flush Mount

220v Monoplex Convenience Receptacle Surface Mount

Data Receptacle Flush Mount

Data Receptacle Surface Mount

Voice Receptacle Flush Mount

Voice Receptacle Surface Mount

Combination Data / Voice Receptacle Flush Mount

Combination Data / Voice Receptacle Surface Mount

AV Receptacle Flush Mount

AV Receptacle Surface Mount

COMBINATION FLUSH MOUNT FLOOR RECEPTACLE SYMBOLS

COMBINATION SURFACE MOUNT FLOOR RECEPTACLE SYMBOLS

EXISTING TO REMAIN CONSTRUCTION

EXISTING CONST. TO BE DEMOLISHED

EXISTING DOOR TO BE DEMOLISHED

min max dimension showing English units (in inches unless otherwise specified) above the line and SI units (in millimeters unless otherwise specified) below the line dimension for small measurements direction of travel or approach boundary of clear floor space or maneuvering clearance centerline minimum maximum a permitted element or its extension a wall, floor, ceiling or other element cut in section or plan a highlighted element in elevation or plan

Convention Description location zone of element, control or feature greater than>

< less than

33-36

840-915 dimension showing a range with minimum -maximum less than or equal to greater than or equal to

LC

150 SF

CLASS

1:###

Area Name

##" REQ.

Stair Number

Width Factor

### OCC

OCCUPANCY CLASS

SQUARE FOOTAGE

OCCUPANT LOAD

LOAD RATIO

REQUIRED CLEAR WIDTH

OCCUPANT LOAD

EGRESS CUMULATIVE LOAD

EGRESS EXIT LOAD

REQUIRED CLEAR WIDTH

PROVIDED CLEAR WIDTH

OCCUPANT LOAD

COMMON TRAVEL PATH

EGRESS TRAVEL PATH

Exit Number

### OCC

Width Factor

## REQ

PROVIDED CLEAR WIDTH

WALL MOUNTED EXIT SIGN

FIRE EXTINGUISHER CABINET

(SURFACE MOUNTED)

FEC

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

REGISTRATION

DRAWING HISTORY

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

www.pgal.com

Greenwood Village, Colorado 80111

Avenue Suite 105 7951 E. Maplewood PGAL, Inc.

T 720 216 9600

F

IL

E N

A M

E

D A

T E

S T

A M

P

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GENERAL PROJECT

INFORMATION

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

14999 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

1008415

Copyright © 2025

AURORA MUNICIPAL

CAMPUS

15151 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

ABBREV DESCRIPTION

A ABV above ACOUS acoustical ACT acoustical ceiling tile AD area drain ADJ adjustable AFF above finished floor ALT alternate ALUM aluminum APPROX approximate ARCH architect

B B.O. bottom of BALC balcony BD board BET between BLDG building BLKG blocking BLW below BM beam BOT bottom BRKT bracket BULKHD bulkhead BUR built up roof

C C.G. corner guard CAB cabinet CALK caulking CEM cement CER ceramic CJ control joint CLG ceiling CLOS closet CLR clear CO cased opening COL column CONC concrete CONT continous CPT carpet CT ceramic tile CTR center

D DBL double DET detail DIA diameter DIM dimension DN down DR door DS down spout DW dishwasher DWG drawing

E E east EA each EIFS exterior insulation & finish system ELEC electric(al) ELEV elevation EMER emergency ENCL enclosure EOS edge of slab EQ equal EQUIP equipment ETR existing to remain EW each way EXP. JT. expansion joint EXST existing

F F.O. face of FA fire alarm FAP fire annunciuator panel FD floor drain FE fire extinguisher FEC fire extinguisher cabinet FG finish group FH fire hydrant FHC fire hose cabinet FIN finish FLR floor FLUOR fluorescent FT foot or feet FUR furring

G GAL gallon GALV galvanized GB grab bar GC general contractor GL glass GND ground GWB gypsum board GYP gypsum

H H.W.H. hot water heater HC handicapped HDWD hardwood HDWR hardware HM hollow metal HORIZ horizontal HR hour HT height

I ID inner diameter INCAN incandescent INSUL insulation INT interior

J JAN janitor JST joist

1 The General Contractor shall be both licensed and bonded in **Colorado** and shall provide documents upon request.

2. The Work shall be done in accordance with the rules and regulations of all applicable safety and building codes, and as approved by the Authority Having Jurisdiction. The General Contractor is responsible for securing and paying for all permits required for the Work and for the scheduling of all required inspections during the course of the Work.

3 The General Contractor shall review and verify existing conditions as provided in the Construction Documents. The Contractor shall notify the Architect of all discrepancies, errors, inconsistencies or ambiguities prior to proceeding with the Work.

4. The General Contractor shall be responsible for, and provide protection of, any existing finishes, materials, and equipment to remain. The General Contractor shall repair or replace any damaged finishes, materials, and equipment as a result of the work. All existing finishes to remain shall be cleaned at the completion of construction. The General Contractor shall photograph and document all existing damages, and provide to the Architect, prior to proceeding with the Work.

5 All materials and systems shall be installed per manufacturer's specifications. All construction shall be of industry standard or better. The Architect shall be final judge of quality.

6 Only new materials and equipment of recent manufacture, of standard quality and free from defects, will be permitted in the Work, unless otherwise noted. Rejected materials and equipment shall be removed immediately from the Work and replaced with materials and equipment of the quality specified. Failure to remove rejected materials and equipment shall not relieve the General Contractor from the responsibility for quality of material and equipment used nor from any other obligation imposed by the Contract.

7 Do not scale drawings. Stated & written dimensions govern. The General Contractor shall verify all dimensions in the field and shall be responsible for their accuracy. No extra charge or compensation shall be allowed because of difference between actual dimensions and those indicated on the drawings, unless they contribute to a change in the scope of the Work. Any difference found shall be submitted to the Architect for coordination prior to ordering, manufacturing, or proceeding with the Work. Horizontal dimensions indicated are to/from face of finish, unless noted otherwise. Vertical dimensions are from top of floor slab except where noted to be above finished floor (AFF).

Dimensions are not adjustable without approval of Architect unless noted +/-.

8 In the event of conflict between data shown on drawings and data provided in the specification, the specification shall govern. Detail drawings take precedent over drawings of larger scope. The Contractor shall provide written notification to the Architect of any discrepancies, prior to proceeding with the Work. In case of an inconsistency between Drawings and Specifications or within either Document, not clarified by Addendum, the more specific provision shall take precedence.

9 The General Contractor shall verify that no conflicts exist between the locations of existing and proposed new mechanical, electrical, plumbing, data, and sprinkler equipment (including but not limited to structural members, piping, duct work, conduit and sprinklers) and that clearances for installation and maintenance of equipment are provided. Elements in conflict shall be documented and provided to the Architect prior to proceeding with the Work.

10 The General Contractor shall provide the Architect with shop drawings for review and approval, for all, but not limited to, the following: shop-fabricated millwork, carpet layout, flooring, light fixtures, doors, misc. steel, metal fabrication, glass/glazing, sprinkler layouts, hardware. Shop drawings shall be submitted in the form of 3 sets of prints. Shop drawings shall not be reproductions of Contract Documents. Material Submittals (3 samples) shall be provided for wood, fasteners, acrylic, carpet, tile, base, paint, laminate and any other materials indicated in the shop drawing.

11 The General Contractor shall provide the Architect with manufacturer's cut sheets and specifications for all equipment including but not limited to: light fixtures, plumbing equipment, electrical equipment, fans, supplementary heating and cooling elements, all hardware and security equipment.

12 The General Contractor shall not proceed with work for which he expects additional compensation beyond the contract amount with out written authorization from the Architect and Owner. Failure to obtain such authorization shall invalidate a claim for extra compensation. The Contractor shall not proceed with work which, if completed in strict conformance with the Construction Documents, will result in additional work beyond the scope of the Contract without written authorization from the Architect and Owner. Any field conditions that significantly vary from the Contract Documents or will result in additional work, shall be brought to the attention of the Architect prior to proceeding with work.

13 The General Contractor shall include all x-ray and core drill costs. The General Contractor shall review and coordinate the size and location of all slab openings with all related disciplines. The General Contractor shall submit proposed locations of core drilling and slab openings to Architect and Structural Engineer of Record for review and approval prior to proceeding with the Work.

14 Patch, repair, and install all fireproofing as required by Code. Fireproof all new penetrations as required for approval by the Authority Having Jurisdiction.

15 Where building seismic joints are located, the General Contractor shall provide applicable Code and industry best practices for routing of all piping, ducts, conduits and other continuous runs.

16 The General Contractor shall continuously check architectural and structural clearances for accessibility of equipment and mechanical and electrical systems. No allowances of any kind will be made for the General Contractor's negligence to foresee means of installing equipment into position.

17 The finished work shall be firm, well-anchored, in true alignment, plumb, level, with smooth, clean, uniform, appearance without waves, distortions, holes, marks, cracks, stains, or discoloration.

Jointing shall be close fitting, neat and well scribed. The finished work shall have no exposed unsightly anchors or fasteners and shall not present hazardous, unsafe corners. All work shall have the provision for expansion, contraction and shrinkage as necessary to prevent cracks, buckling, and warping due to temperature and humidity conditions.

18. Attachments, connections or fasteners of any nature are to properly and permanently be secured in conformance with industry best practices. The drawings highlight special conditions only and by no means illustrate every connection. The Contractor is responsible for improving connection accordingly.

19 General Contractor shall waive "Common Practice" and "Common Usage" as construction criteria wherever details and Contract Documents of governing codes, ordinances, etc. require quantity or better quality than common practice or common usage would require.

20. The General Contractor shall submit shop drawings and submittals, and shall order and schedule delivery of materials to avoid delays in construction. If an item is found to be unavailable or to have a long lead time, the General Contractor shall notify Architect immediately with a proposed alternative.

21. The General Contractor shall notify the Owner, the Landlord, and the Architect in writing of any deficiencies in base building work prior to the commencement of the Work. Any unreported deficiencies will become the responsibility of the General Contractor to correct.

22. The General Contractor shall exercise industry best practices for care and caution during the construction of the Work, and shall schedule work to minimize disturbances to occupants, adjacent spaces and/or structures, property, public thoroughfares, etc. The General Contractor shall take precautions and be responsible for the safety of all building occupants during construction procedures. The General Contractor shall be responsible for any costs incurred.

23. All debris shall be removed from the site on a daily basis, or as directed by the Authority Having Jurisdiction. Upon completion of the work, remove all debris from the building created by the work provided under this Contract and leave all areas clean. Trash is not permitted to be burned on site.

24. All abandoned and miscellaneous nails, hangers, staples, wires, conduits and debris shall be removed from exposed areas of the floors, walls, and ceilings. Remove all abandoned pipe sleeves in floor slabs. Patch existing slab as required to maintain UL fire rating of floor slab where pipes and conduits have been removed.

25 Slab penetrations shall be sealed as required to maintain fire rating, using materials and methods approved by the Authority Having Jurisdiction. Expansion material shall be approved by the Architect.

26 The General Contractor shall notify the Architect of any access panels which may be required prior to proceeding with the Work. Contractor shall be responsible for coordinating all trades. Required access panels shall be included in the Contractor's scope of Work.

27. Contractor shall provide the Team with a construction schedule showing the proposed phasing.

Long lead items that will affect the Substantial Completion date shall be brought to the Architect's attention immediately.

ABBREV DESCRIPTION

JT joint

L LAM laminate LAV lavatory LB(S) pounds LDG landing LT light

M MAX maximun MECH mechanical MEMB membrane MFR manufacturer MIN minimum MISC miscellaneous MO masonry opening MTD mounted MTL metal

N N north NIC not in contract NO number NOM nominal NTS not to scale

O O.P. overflow pipe OA overall OC on center OD outside diameter OFF office OH opposite hand OPG opening OPP opposite

P PART partition PERM perimeter PG paint grade PLAM plastic laminate PLAS plaster PLYWD plywood PR pair PT paint PTD painted

R R riser RAD radius RCP reflected ceiling plan RD roof drain RE refer REF refrigerator REINF reinforced REQD required RESIL resilient RM room RO rough opening RTU root top unit (mech)

S S south SAFB sound attenunation fiber batt SC scupper SCHED schedule SEAL sealant SECT section SF square foot SHT sheet SIM similar SPEC specification SQ square SS stainless steel STD standard STL steel STOR storage STRUCT structural SUSP suspended SYM symmetrical

T T tread T&G tongue & groove TEL telephone TER terrazzo THK thick THR threshold TO top of TYP typical

U UC undercut UNFIN unfinished UNO unless noted otherwise UON unless otherwise noted UTIL utility

V VCT vinyl compostion tile VERT vertical VIF verify in field VTR vent termination pipe VWC vinyl wall covering

W W west W/ with W/O without WC watercloset WIN window WP waterproof WS wetstack WSCT wainscot WT weight

GENERAL PROJECT SYMBOLS

STANDARD PROJECT TAGS

POWER & COMM SYMBOLS ABBREVIATIONSWALL GRAPHIC LEGEND GRAPHIC CONVENTION FOR FIGURES

№. DATE DESCRIPTION

A 07/29/25 IFC

LIFE SAFETY SYMBOLS & TAGS

07.29.2025

15151 E. ALAMEDA

PKWY

AURORA, CO 80012

14999 E. ALAMEDA

PKWY

AURORA, CO 80012

GENERAL ADA NOTES

1. NOT ALL DETAILS OR CONDITIONS SHOWN ON THIS SHEET WILL

BE USED.

2. DETAILS SHOWN PROVIDE MINIMUM CLEARANCE

REQUIREMENTS.

3. REFER TO LOCAL AND REGIONAL ADA STANDARDS FOR FURTHER

INFORMATION.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING MINIMUM ADA

CLEARANCE REQUIREMENTS FOR PROPOSED WORK AND WHERE

PROPOSED WORK ADJOINS EXISTING TO REMAIN ELEMENTS.

5. ANY DISCREPANCIES IN THE FIELD NEED TO BE BROUGHT UP TO

THE ARCHITECT VIA RFI.

30 min

48 min m in m in

(a) forward

(b) parallel

36 min

X alcove forward

60 min

X alcove parallel m in

24 min m in

36 min

12 min

12 min

60 min base ar m ar m

304.3.2 T-Shaped

Turning Space

17-25

430-635 6 max m in

(a) elevation

(b) plan

11 min m in

8 min

9 min

(a) elevation

(b) plan m in

25 max

306.3 Knee Clearance

306.2 Toe Clearance

305.5 Position of Clear

Floor or Ground Space

305.7 Maneuvering

Clearance in an Alcove

4 max

X

X

4 max

4 max

-8

5-m a x m in

30X > 12

X > 12

(b)(a) m a x

5 20

X

307.4 Vertical Clearance

307.3 Post-Mounted Protruding Objects307.2 Limits of Protruding Objects m in m a x m a x m a x

>20-25 max

510-635 20 max

10 max m a x m in

10 max m a x m a x m a x m a x

> 10-24 max

255-610

(a) (b) m in 48 min

24 max m in m in m in

24 max

42 min m in

X < 48

42 min

X < 48

36 min

36 min m in

(a) 180 degree turn

(b) 180 degree turn

(Exception)

42 min

1065 5 m in

(e) hinge approach, pull side

36 min m in

(d) hinge approach, pull side

(g) hinge approach, push side, door provided with both closer and latch m in

20 22 min m in

22 min

(f) hinge approach, push side

(k) latch approach, push side, door provided with closer

24 min 12 m in

24 min m in

(j) latch approach, push side

24 min m in

(h) latch approach, pull side (i) latch approach, pull side, door provided with closer m in

70 610

24 min m in

18 min

(a) front approach, pull side m in

(b) front approach, push side m in12 min

(c) front approach, push side, door provided with both closer and latch

MIN

12"

(c) folding door

(a) hinged door

(b) sliding door

32 min

32 min

32 min

404.2.3 Clear Width of Doorways

m in

(a) front approach

(b) side approach m in

22 min m in

(c) pocket or hinge approach

24 min

61010 m in

(d) stop or latch approach

404.2.4.2 Maneuvering Clearance at

Sliding and Folding Doors m in

12 min

(c) push side, door provided with both closer and latch

X > 8 m in

(b) push side

X > 8

(a) pull side m in

18 min

X > 8

404.2.4.3 Maneuvering Clearance at

Recessed Doors and Gates

48 min

(a) (b)

48 min

(c)

M

IN 60

M

IN 60

MIN

60"

M

IN 60

ramp run landinglanding

60 min

1525 1525 60 min landing ramp run ra m p r u n

60 min m in at least as wide as ramp run

(a) straight

(b) change in direction

12 min

12 min

X < 4

405.9.2 Curb or Barrier Edge Protection405.9.2 Curb or Barrier Edge Protection

30° max

(c) curved nosing

(d) beveled nosing

(b) angled riser

1½ max 1½ max

(a) radius of tread edge

(typical for all profiles) radius ½ max

-3

5-

(a) stairs

(b) ramps

5-

-3

(c) walking surfaces

-3

5-

1½ min

½ m in

505.6 Horizontal Projections Below

Gripping Surface

505.5 Handrail Clearance

100-160 4-6¼ perimeter

(a) (b)

2¼ max

572¼ m ax

12 min

12 min

12 min

505.10.3 Bottom Handrail

Extension at Stairs 505.10.2

Top Handrail Extension at Stairs

505.10.1 Top and Bottom Handrail

Extension at Ramps x x

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

REGISTRATION

DRAWING HISTORY

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

www.pgal.com

Greenwood Village, Colorado 80111

Avenue Suite 105 7951 E. Maplewood PGAL, Inc.

T 720 216 9600

F

IL

E N

A M

E

D A

T E

S T

A M

P

A u to d e s k D o c s /1

.0

A u ro ra C o u rt s

-1

S e c u ri ty

U p g ra d e s /1

.0

A

U R

O R

A C

O U

R T

S S

E C

U R

IT

Y

U P

G R

A D

E

M S

T .r v t

/2

/2

:5

:1

P

M

G0.10

ADA STANDARDS

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

14999 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

1008415

Copyright © 2025

AURORA MUNICIPAL

CAMPUS

15151 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

CHAPTER 3: BUILDING BLOCKS

CHAPTER 4: ACCESSIBLE ROUTES

CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS

№. DATE DESCRIPTION

A 07/29/25 IFC

07.29.2025

15151 E. ALAMEDA

PKWY

AURORA, CO 80012

14999 E. ALAMEDA

PKWY

604.4.WATER CLOSET SEAT

HEIGHT

TO

P

O F

SE

AT

9"

DRINKING FOUNTAINS

WHEELCHAIR ACCESSIBLE WATER CLOSET

12 max

42 min

54 min

604.5.1 SIDE WALL GRAB

BAR AT WATER CLOSETS

LC

transfer side

12 min

24 min

36 min

604.5.2 REAR WALL GRAB

BAR AT WATER CLOSETS

LC

m in

7-9 180-230 m ax

604.7 DISPENSER OUTLET LOCATION

(a) Elevation

Adult

9 min

6 min partition

6 min 1506 min

(c) plan

6 min

(b) Elevation Children

12 min partition

WHEELCHAIR ACCESSIBLE

TOILET COMPARTMENT TOE

CLEARANCE

(b) Stall Type

(a) Wall Hung Type

17 max

13½ min 13½ min

605.2 HEIGHT AND DEPTH OF

URINALS

4'

-0 " m in al l o th er a pp ro ac he s

" M

IN

, L

AT

CH

AP

PR

O

AC

H

O

NL

Y

4 max

39" - 41"

M

IN

1'- 6"

1"

17"-18" 42" MIN

60" MIN 15" MIN

7'-4" MIN

CL

EA

R

" M

IN

7" 4'-

0"

6' -6

"M

IN

30" MIN

M

AX1'-

0"

MIN

1'-0"

" M

IN

32" MIN

" M

IN

(W

AL

L M

O

UN

T

TO

IL

ET

" M

IN

" M

IN

5'-6" MIN

17"-18" 4'-0"

MIN

1'-0"

M

IN

1'- 0"

EQ EQ

3'-0" CLR

(A M

BU

LA

TO

RY

" M

IN

UNISEX RESTROOM LAYOUTFULL HEIGHT PARTITION RESTROOM STALL LAYOUT

M

IN

1'- 0"

DOOR PERMITTED TO SWING

OVER HATCH PORTION OF

MANEUVERING SPACE

EQ EQ

35"-37"

" M

IN

" M

IN

" M

IN

F

LO

O

R M

NT

" M

IN

W

AL

L

HU

NG

60" MIN

AMBULATORY

ACCESSIBLE WATER

CLOSET

17"-18"

TOILET PARTITION TOE

CLEARANCE

EQ

EQ

X

Y

NOTE:

IF X=18" MIN. ALCOVE DEPTH, THEN Y=32" MIN.

IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN

ALCOVE WIDTH (Y) MUST ME MINIMUM OF 36" CLEAR.

X

EQ

EQ

5" MAX 15" MIN

48" MAX

18"-19"

TOE CLEARANCE

6" MAX

9" M

IN

" M

IN

" M

AX

25 MAX"

17" MIN DEPTH

KNEE CLEARANCE

8" MIN

m in

1½ min

(a) Projecting Objects

(b) Recessed Objects

609.3 SPACING OF GRAB BARS

5'-0" MIN

17"-18" 3'-6"

MIN

1'-0"

EQ EQ

3'-0"TYP

(W

AL

L M

O

UN

T

TO

IL

ET

" M

IN

" M

IN

DOOR PERMITTED TO SWING

OVER HATCH PORTION OF

MANEUVERING SPACE

" M

IN

M

IN

1'- 0"

TYPICAL TOILET PARTITION RESTROOM STALL LAYOUT

9" M

IN

" M

IN

6" MIN

25" MAX

17" MIN

8" MIN

" M

AX

" M

AX

" M

AX

NOTE:

INSULATE OR COVER HOT WATER & DRAIN PIPES.

NO SHARP EDGES OR ABRASIVE SURFACES

48" MIN

" M

IN

25" MAX

17" MIN

19" MAX

" M

AX

" M

IN

M

AX

1'- 7"

CLR

18" MIN

6"

" M

AX

" M

IN

" M

AX

6" MAX8" MIN

9" M

IN

PLANSECTION

WALL HUNG SINK

30" MIN

" M

IN

LINE OF REQ'D CLEAR

FLOOR SPACE

NOTE:

ALL OPERABLE PARTS AND ACCESS OPENINGS FOR

ALL TOILET ACCESSORIES TO BE 40" AFF MAX.

SECTION PLAN

LINE OF REQ'D CLEAR

FLOOR SPACE

ACCESSIBLE COUNTER MOUNTED SINK

-5

LIBRARY

⅝ -2

703.2.5 Height of Raised Characters

blank cell space between words base diameter distance between dots in the same cell distance between dots in the same cell distance between corresponding dots in adjacent cells distance between corresponding dots from one cell directly below single braille cell raised dot no raised dot

703.3.1 Braille Measurement

AREA OF

REFUGE

3/8 min

3/8 min

9.5

9.5

703.3.2 Position of Braille

AREA OF

REFUGE

m in m a x

20 15

703.4.1 Height of Tactile Characters Above Floor or Ground

LC

18 min

18 min

45° centered on tactile characters

703.4.2 Location of Tactile Signs at Doors

703.7.2.1 International

Symbol of Accessibility

703.7.2.2 International TTY

Symbol

703.7.2.3 Volume-Controlled

Telephone

703.7.2.4 International

Symbol of Access for Hearing Loss

36 min

33 min

33 min

(a) single space

(b) two spaces

20 max

704.2.1.2 Forward Approach to Telephone

10 max

704.2.1.1 Parallel Approach to Telephone

m in not in pictogram field

703.6 Pictogram Field

1.6-2.4

41-61

(a) elevation (enlarged)

(b) plan

0.2

5.1 top diameter of 50%-65% of the base diameter base diameter of 0.9-1.4 (23-36 mm)

0.65 min

1.6-2.4

41-61

705.1 Size and Spacing of Truncated Domes

GENERAL ADA NOTES

1. NOT ALL DETAILS OR CONDITIONS SHOWN ON THIS SHEET WILL

BE USED.

2. DETAILS SHOWN PROVIDE MINIMUM CLEARANCE

REQUIREMENTS.

3. REFER TO LOCAL AND REGIONAL ADA STANDARDS FOR FURTHER

INFORMATION.

4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING MINIMUM ADA

CLEARANCE REQUIREMENTS FOR PROPOSED WORK AND WHERE

PROPOSED WORK ADJOINS EXISTING TO REMAIN ELEMENTS.

5. ANY DISCREPANCIES IN THE FIELD NEED TO BE BROUGHT UP TO

THE ARCHITECT VIA RFI.

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

REGISTRATION

DRAWING HISTORY

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

www.pgal.com

Greenwood Village, Colorado 80111

Avenue Suite 105 7951 E. Maplewood PGAL, Inc.

T 720 216 9600

F

IL

E N

A M

E

D A

T E

S T

A M

P

A u to d e s k D o c s /1

.0

A u ro ra C o u rt s

-1

S e c u ri ty

U p g ra d e s /1

.0

A

U R

O R

A C

O U

R T

S S

E C

U R

IT

Y

U P

G R

A D

E

M S

T .r v t

/2

/2

:5

:2

P

M

G0.11

ADA STANDARDS

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

14999 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

1008415

Copyright © 2025

AURORA MUNICIPAL

CAMPUS

15151 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES

CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES

CHAPTER 8: SPECIAL ROOMS, SPACES AND ELEMENTS

№. DATE DESCRIPTION

A 07/29/25 IFC

07.29.2025

15151 E. ALAMEDA

PKWY

AURORA, CO 80012

14999 E. ALAMEDA

PKWY

ALLOWABLE REACH

RANGE FROM SIDE

APPROACH (ONLY IF

POSSIBLE)

M

IN

1'

3"4'

0" M

AX

3'

0"

4'

0" M

AX

T

O

CO

IN

S

LO

T

3'

2"

TO

B

UT

TO

N

4'

0"

TO

S

LO

T

4'

0"

TO

S

LO

T

4'

0"

4'

0"

TO

B

UT

TO

N

X= 3'

- 2

4'

0" 7'

2"

WIDTH OF LAVATORY UNO

SU

RF

AC

E

4' -0

" U

NO

RE

FL

EC

TI

NG

X=

3'

4" M

AX

T O

B O

T T

O M

E

D G

E O

F

R E

F L E

C T

IN

G

S

U R

F A

C E

RE

AC

H

4'

0"

FO

RW

AR

D

RE

AC

H

4'

0"

FO

RW

AR

D

M

IN

1'

3" 4'

0" M

AX

ALLOWABLE

REACH

RANGE

FROM FRONT

APPROACH

SANITARY

NAPKIN

DISPOSAL

SANITARY

NAPKIN

DISPENSER

SURFACE

MOUNTED

SOAP

DISPENSER

TOILET SEAT

COVER

DISPENSER

PAPER

TOWEL

DISPENSER

WALL

MOUNTED

DIAPER

CHANGING

STATION

HAND

DRYER

UNFRAMED

MIRROR ABOVE

COUNTER/

LAVATORY

FRAMED MIRROR

ABOVE

COUNTER/

LAVATORY

NOTE: X=3' - 1" MAX. WHERE MIRROR IS

NOT LOCATED ABOVE

COUNTERS/LAVATORIES

TOWEL

BAR

COAT HOOK

AT

RESTROOMS

NOTE: ALL MAXIMUM MOUNTING HEIGHTS TO BE TAKEN FROM FINISH FLOOR

TO HIGHEST OPERABLE PART (COIN SLOTS, HANDLES, ETC. OF ACCESSORY)

NOTE: DEVICE CONTROLS SHALL NOT REQUIRE TIGHT GRASPING,

PINCHING, OR TWISTING OF THE WRIST TO OPERATE. (308.1, 309.1)

NOTE: PROVIDE KNEE CLEARANCE OF 17" IN DEPTH

AND 27" MIN AFF AT A POINT 8" MIN FROM THE

FRONT BARRIER, FRONT EDGE OF CHANGING

TABLE.

HO

LD

4'- 0"

A

FF

" A

FF

" A

FF

TYPICAL OUTLETS

MOUNTED BELOW

CREDENZA/ COUNTER

U.N.O.

COUNTER/CREDENZA@

30"-36" U.N.O.

TYPICAL OUTLETS MOUNTED

ABOVE CREDENZA /COUNTER

U.N.O.- MOUNT HORIZONTALLY

COAT HOOKS WHERE

SCHED. U.N.O.

SCHEDULED LATCHSET

OR LOCKSET U.N.O. AT

36" AFFFIRE ALARM STROBE

WALL PHONE

THERMOSTATS, INTERCOMS, CARD

READERS OR OTHER TYPES OF

SWITCHES THAT DO NOT FIT

UNDER THE SAME COVER PLATE

AS THE LIGHT SWITCHES

WALL LIGHT SWITCH OR

MOTION DETECTOR- IF MORE

THAN ONE SWITCH, PLACE

THEM ALL UNDER ONE

COVERPLATE

TYPICAL OUTLET MOUNTING

HEIGHT ALIGN WHERE

SCHEDULED DATA/ VOICE

OUTLET OCCUR

" A

.F .F

" A .F

.F

AF

F

6"

ELECTRICAL, VOICE, AND DATA WALL OUTLETS SHALL BE

GANGED TOGETHER AS TIGHT AS POSSIBLE AS PER CODE

RESTRICTIONS.

MOUNTING HEIGHTS, LOCATIONS AND ALIGNMENT OF ALL

DEVICES SHALL BE PER THIS DRAWING UNO.

6'

0" A.

F.

F.

M

IN

M

AX

HALL LANTERN

FIXTURE, VISUAL

ELEMENTS SHALL BE 2

1/2" MIN. IN THE

SMALLEST DIMENSION

CALL BUTTONS FIXTURE,

VISUAL ELEMENTS SHALL

BE 3/4" MIN. IN THE

SMALLEST DIMENSION.

HA

ND

LE

O

R

BR

AC

KE

T

4'

0" A

.F .F

TO

P O

F

M

IN

1'

3" A.

F.

F.

M

AX

4'

0" A.

F.

F.

NOTE: FIRE EXTINGUISHER CANNOT

PROTRUDE MORE THAN 4"

0' - 8"

WALL

MOUNTED

SIGNAGE

PLAQUE

MEN

" A

.F .F

. M

AX

" A

.F .F

. M

IN

TACTILE CHARACTERS ON SIGNS SHALL BE

LOCATED 48" A.F.F. MIN MEASURED FROM THE

BASELINE OF THE LOWEST BRAILLE CHARACTER

AND 60" A.F.F. MAX MEASURED FROM THE

BASELINE OF THE HIGHEST BRAILLE CHARACTER.

ADA SIGNAGE FIRE PROTECTION TYPICAL ELEVATOR

PULL

STATION

FIRE

EXTINGUISHER

CABINET OR

BRACKET

PROVIDE 18" X 18"

CLEAR FLOOR SPACE,

CENTERED ON SIGN

18"

CL

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

REGISTRATION

DRAWING HISTORY

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

www.pgal.com

Greenwood Village, Colorado 80111

Avenue Suite 105 7951 E. Maplewood PGAL, Inc.

T 720 216 9600

F

IL

E N

A M

E

D A

T E

S T

A M

P

A u to d e s k D o c s /1

.0

A u ro ra C o u rt s

-1

S e c u ri ty

U p g ra d e s /1

.0

A

U R

O R

A C

O U

R T

S S

E C

U R

IT

Y

U P

G R

A D

E

M S

T .r v t

/2

/2

:5

:2

P

M

G0.12

ADA STANDARDS

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

14999 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

1008415

Copyright © 2025

AURORA MUNICIPAL

CAMPUS

15151 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

TYPICAL INSTALLATION HEIGHTS

№. DATE DESCRIPTION

A 07/29/25 IFC

07.29.2025

15151 E. ALAMEDA

PKWY

AURORA, CO 80012

14999 E. ALAMEDA

PKWY

CLIENT

ARCHITECT

REGISTRATION

DRAWING HISTORY

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

www.pgal.com

Greenwood Village, Colorado 80111

Avenue Suite 105 7951 E. Maplewood PGAL, Inc.

T 720 216 9600

F

IL

E N

A M

E

D A

T E

S T

A M

P

A u to d e s k D o c s /1

.0

A u ro ra C o u rt s

-1

S e c u ri ty

U p g ra d e s /1

.0

A

U R

O R

A C

O U

R T

S S

E C

U R

IT

Y

U P

G R

A D

E

M S

T .r v t

/3

/2

:5

:4

A M

G1.01.1

CODE ANALYSIS

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

14999 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

1008415

Copyright © 2025

AURORA MUNICIPAL

CAMPUS

15151 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

PROJECT DESCRIPTION

THE PROPOSED WORK WILL BE PERFORMED ON LEVEL 01 OF THE COURTHOUSE BUILDING AT THE EXISTING BREAK ROOM AND ADJACENT RESTROOMS.

FINISHES AND MILLWORK ARE TO BE UPGRADED, THE DOOR LEADING INTO THE JURY ASSEMBLY WAITING ROOM WILL BE DEMOLISHED AND UPGRADED TO A LARGE CASED OPENING. THE EXISTING BATHROOMS ADJACENT TO THE BREAK ROOM WILL BE REMODELED AND BROUGHT UP TO ADA STANDARDS.

EXISTING FACILITY CONTAINS AN AUTOMATIC FIRE SPRINKLER SYSTEM IN BASEMENT ONLY.

GENERAL CONTRACTOR TO MODIFY AS REQUIRED THE SPRINKLER SYSTEM, IN CONFORMANCE WITH NFPA 13, IF REQUIRED.

NOTES:

1. THE BUILDING IS EQUIPPED WITH EMERGENCY GENERATOR WHICH OPERATES THE BUILDINGS LIFE SAFETY SYSTEMS

INCLUDING EMERGENCY LIGHTING.

2. THE BUILDING IS EQUIPPED WITH AN EMERGENCY COMMUNICATION SYSTEM.

3. THE BUILDING IS EQUIPMENT WITH A VOICE/ALARM COMMUNICATIONS.

FIRE PROTECTION SYSTEMS (IBC SECTION 903.2.1.3)

MANUAL FIRE ALARM AND DETECTION SYSTEM REQUIRED FOR "A - ASSEMBLY OCCUPANCIES.

THE EXISTING FIRE ALARM SYSTEM WILL BE MODIFIED TO ACCOMMODATE THE PROPOSED DESIGN VIA DEFERRED SUBMITTAL.

FIRE ALARM AND DETECTION SYSTEMS (IBC SECTION 907.2.1)

GROUP

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (IBC TABLE 803.13)

EXIT ENCLOSURES AND

EXIT PASSAGEWAYS

CORRIDORS

SPRINKLERED

ROOMS AND

ENCLOSED

SPACES

ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. ACCESSORY OCCUPANCIES SHALL COMPLY WITH THE PROVISIONS OF SECTIONS

508.2.1 THROUGH 508.2.4

ACCESSORY OCCUPANCIES (IBC 508.2)

SEPARATION (IBC 508.2.4)

NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY.

BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED

AS NON-SEPARATED OCCUPANCIES.

NONSEPARATED OCCUPANCIES (IBC 508.3)

SEPARATION (IBC 508.3.3)

NO SEPARATION IS REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES.

STANDPIPES EXIST AT EACH OF THE BUILDINGS EXISTING EGRESS STAIRWELLS

STANDPIPES (IBC SECTION 905)

FIRE EXTINGUISHERS TO BE PROVIDED PER THIS SECTION AND NFPA 10.

PORTABLE FIRE EXTINGUISHERS (IBC SECTION 906)

NOTES:

1. FIRE EXTINGUISHER LOCATIONS ARE SHOWN ON SHEET G2.01 LIFE SAFETY PLAN.

2. [F] 906.5 - CONSPICUOUS LOCATION: PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS WHERE THEY WILL HAVE READY

ACCESS AND BE IMMEDIATELY AVAILABLE FOR USE. THESE LOCATIONS SHALL BE ALONG NORMAL PATHS OF TRAVEL, UNLESS THE FIRE CODE OFFICIAL DETERMINES THAT THE HAZARD POSED INDICATES THE NEED FOR PLACEMENT AWAY FROM NORMAL PATHS OF TRAVEL.

3. [F] 906.6 - UNOBSTRUCTED AND UNOBSCURED: PORTABLE FIRE EXTINGUISHERS SHALL NOT BE OBSTRUCTED OF OBSCURED FROM VIEW. IN ROOMS OR AREAS IN WHICH VISUAL OBSTRUCTION CANNOT BE COMPLETELY AVOIDED, MEANS SHALL BE PROVIDED TO INDICATE THE LOCATIONS OF

EXTINGUISHERS.

FINISH FLAME SPREAD

REQUIREMENTS

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2021 INTERNATIONAL MECHANICAL CODE (IMC)

2021 INTERNATIONAL PLUMBING CODE (IPC)

2021 INTERNATIONAL FIRE CODE (IFC)

2021 INTERNATIONAL FUEL GAS CODE (IFGC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2023 NATIONAL ELECTRICAL CODE (NEC)

2019 NFPA 24 STANDARD ON INSTALLATION OF FIRE PROTECTION EQUIPMENT

2019 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

2021 NFPA 101 LIFE SAFETY CODE

2017 ICC/ANSI A117.1 ACCESSIBILITY STANDARD

APPLICABLE CODES & STANDARDS

DEFERRED SUBMITTALS TO THE CITY:

FIRE SPRINKLER FIRE SPRINKLER SCOPE TO BE SUBMITTED UNDER SEPARATE PERMIT, VIA SHOP DRAWINGS, BY FIRE SPRINKLER CONTRACTOR.

FIRE ALARM FIRE ALARM SCOPE TO BE SUBMITTED UNDER SEPARATE PERMIT, VIA SHOP DRAWINGS, BY FIRE ALARM CONTRACTOR.

PARKING NOTES

PROJECT VICINITY MAP

AREA OF WORK

THIS PROJECT IS LOCATED AT THE MAIN ENTRANCE OF CITY OF AURORA COURTHOUSE

PARKING WILL BE ACCOMMODATED BY THE EXISTING EMPLOYEE AND PATRON PARKING LOT.

PLUMBING FIXTURE COUNT (IBC TABLE 2902.1)

MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES

GROUP

A GREATER THAN 30 0

CORRIDOR FIRE-RESISTANCE RATING (IBC TABLE 1020.1)

OCCUPANT

LOAD SERVED

BY CORRIDOR

REQUIRED FIRE-RESISTANCE RATING

(HOURS)

WITH SPRINKLER SYSTEM

GROUP

A 250

EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1017.2)

WITH SPRINKLER SYSTEM (FEET)

MINIMUM CORRIDOR WIDTH (IBC TABLE 1020.2)

OCCUPANCY MINIMUM WIDTH (INCHES)

36"WITH AN OCCUPANT LOAD OF LESS THAN 50

44"ANY FACILITY NOT LISTED (IN THE IBC TABLE)

24"ACCESS TO AND UTILIZATION OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS OR

EQUIPMENT

MINIMUM NUMBER OF EXITS PER OCCUPANT LOAD (IBC TABLE 1006.3.2)

OCCUPANT LOAD

(PERSONS PER STORY)

MINIMUM # OF EXITS

(PER FLOOR)(REQUIRED)

# OF EXITS

PROVIDED

22LEVEL 1: 1-500

GROUP

A 75'-0"

COMMON PATH OF EGRESS TRAVEL DISTANCE (IBC TABLE 1006.2.1)

WITH SPRINKLER SYSTEM (FEET)

OCCUPANCY CALCULATIONS (IBC TABLE 1004.5)

OCCUPANT LOAD (IBC SECTION 1004.3)

EVERY ROOM OR SPACE THAT IS A BUSINESS OCCUPANCY AND WHERE THE OCCUPANT LOAD OF THAT ROOM OR SPACE IS 50 OR MORE SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE MAINTAINED BY THE OWNER OR THE OWNER'S AUTHORIZED AGENT.

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601)

BEARING WALLS

CONSTRUCTION TYPE 1A

EXTERIOR

PRIMARY STRUCTURAL FRAME

INTERIOR

NON-BEARING WALLS AND PARTITIONS (INTERIORS)

FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS

ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS

1 1/2

NOTES:

1. REFER TO G-SERIES DRAWINGS G4.00 UL ASSEMBLIES FOR GENERAL REFERENCE UL DETAILS.

2. PER IBC 403.2.4, SPRAYED FIRE-RESISTANT MATERIALS INSTALLED THROUGHOUT SHALL HAVE A MINIMUM

BOND STRENGTH OF 430 PSF, IF EXISTING.

SHAFTS AND EXIT STAIR ENCLOSURES (IBC 713 & 1022) 2

EXIT ACCESS CORRIDORS (IBC TABLE 1020.1) 0

EXIT PASSAGEWAYS (IBC 1024) 2

RISK CATEGORY OF BUILDINGS & OTHER STRUCTURES (IBC TABLE 1604.5)

NATURE OF OCCUPANCYRISK CATEGORY

III BUILDINGS AND OTHER STRUCTURES THAT REPRESENT A SUBSTANTIAL HAZARD TO HUMAN LIFE IN THE

EVENT OF FAILURE, INCLUDING BUT NOT LIMITED TO:

• BUILDINGS AND OTHER STRUCTURES WHOSE PRIMARY OCCUPANCY IS PUBLIC ASSEMBLY WITH AN

OCCUPANT LOAD GREATER THAN 300.

• ANY OTHER OCCUPANCY WITH AN OCCUPANT LOAD GREATER THAN 5,000a

CONSTRUCTION TYPE:

OCCUPANCY CLASS:

NUMBER OF STORIES:

EXISTING OCCUPANCY CLASS, CONSTRUCTION TYPE, AND AREA

TYPE 1A, SPRINKLERED

A (ASSEMBLY); B (BUSINESS), S (STORAGE)

BUILDING AREA: +/- 127,379 SF

2 STORIES TOTAL

A-3 B* B*

PROPOSED LEVEL 01 RENOVATION SPACE:

OCCUPANCY CLASS, CONSTRUCTION TYPE, AND AREA

CONSTRUCTION TYPE:

OCCUPANCY CLASS (TENANT):

NUMBER OF STORIES (TENANT):

TYPE 1A, SPRINKLERED (NO-CHANGE)

A-3 (ASSEMBLY)

1 STORY (NO-CHANGE)

RENOVATION AREA (TENANT): 490 SF

OCCUPANT LOAD:

OCCUPANCY

TYPE (CH 3)

SPACE TYPE FLOOR

AREA

LOAD

FACTOR (CH 10)

EXISTING OCCUPANCY TYPE:

OCC LOADFLOOR

LEVEL

24TOTAL OCCUPANTS

A-3 354 SF 15 NET ASSEMBLY LEVEL 1 24

OCCUPANCY

TYPE (CH 3)

SPACE TYPE FLOOR

AREA

LOAD

FACTOR (CH 10)

PROPOSED OCCUPANCY TYPE:

OCC LOADFLOOR

LEVEL

TOTAL OCCUPANTS

B*

A-3 ASSEMBLY

OCCUPANT LOAD

USE

GROUP

WATER

CLOSETS

MEN

WATER

CLOSETS

WOMEN

LAVS

MENS

SERVICE

SINK

DRINKING

FOUNTAINS

SUB-TOTAL PROVIDED

A24 OCCUPANTS

12 WOMENS

12 MENS 11 1 11

1 PER 75 1 PER 75 1 PER 200

LAVS

WOMENS

1 PER 200 1 PER 500 1

NOTES:

* EXISTING BUILDING CORE RESTROOM FACILITIES TO BE UTILIZED ON LEVEL 1. THE NEAREST RESTROOMS ARE ADJACENT TO THE PROJECT LOCATION.

LEVEL 1

354 SF 15 NET 24

№. DATE DESCRIPTION

A 07/29/25 IFC

B 07/31/25 PERMIT COMMENTS

NUMBER OF STORIES: (BUILDING) 2 STORIES TOTAL (NO-CHANGE)

B

B

B

B

B

07.31.2025

FD FD

150 SF

CLASS

1:###

Area Name

##" REQ.

Stair Number

Width Factor

### OCC

OCCUPANCY CLASS

SQUARE FOOTAGE

OCCUPANT LOAD

LOAD RATIO

REQUIRED CLEAR WIDTH

OCCUPANT LOAD

EGRESS CUMULATIVE LOAD

EGRESS EXIT LOAD

REQUIRED CLEAR WIDTH

PROVIDED CLEAR WIDTH

OCCUPANT LOAD

COMMON TRAVEL PATH

EGRESS TRAVEL PATH

Exit Number

### OCC

Width Factor

## REQ

PROVIDED CLEAR WIDTH

WALL MOUNTED EXIT SIGN

FIRE EXTINGUISHER CABINET

(SURFACE MOUNTED)

FEC

EGRESS PLAN NOTES

FIRE EXTINGUISHER NOTES

1. DO NOT SCALE DIMENSIONS FROM DRAWINGS, ANY UNKNOWN DIMENSIONS SHALL BE

OBTAINED FROM DESIGN PROFESSIONALS.

2. ANY DOOR SHOWN IN RATED ASSEMBLIES SHALL ALSO BE RATED AS REQUIRED. REFERENCE

DOOR SCHEDULE.

3. ANY SIZES INDICATED ON THIS PLAN ARE FOR LIFE SAFETY REVIEW ONLY AND SHOULD NOT

BE USED FOR CONSTRUCTION PURPOSES OR SIZES.

4. ALL LIFE SAFETY DEVICES SHOWN ARE REQUIRED, BUT PRODUCT TYPES, DETAILS, MEANS, AND METHODS MUST BE FULLY COORDINATED BY THE CONTRACTOR.

5. TWO EXIT OR EXIT ACCESS DOORS FROM ANY SPACE SHALL BE PROVIDED WHERE THE

OCCUPANT LOAD OF THE SPACE EXCEEDS 49 OCCUPANTS FOR OCCUPANCY GROUPS A AND

B. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN

OCCUPANT LOAD OF 50 OR MORE PERSONS.

6. DOOR OPERATIONS: ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS

SIDE WITHOUT THE USE OF A KEY OR ANY KNOWLEDGE OR EFFORT.

7. ROOM AND DOOR NUMBERS ARE FOR CONSTRUCTION & DESIGN COORDINATION. FINAL ROOM

NAMES AND NUMBERS SHALL BE CONFIRMED PRIOR TO FABRICATION OF SIGNAGE.

8. FURNITURE AND EQUIPMENT SHOWN IS BY OTHERS AND IS FOR PLANNING PURPOSES ONLY.

9. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO

STORAGE IS PERMITTED IN ANY EGRESS PATHS.

10. EXITS, EXITS SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHERS LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR

OTHER DECORATIVE MATERIAL.

11. WALL, FLOOR, AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR

FINISH CLASSIFICATIONS IN IBC TABLE 803.11 AND SHALL MEET THE FLAME PROPAGATION

PERFORMANCE CRITERIA.

12. OPEN FLAMES, FIRE, AND BURNING ON PREMISES IS PROHIBITED.

1. PORTABLE FIRE EXTINGUISHERS SHALL BE MULTIPURPOSE DRY-CHEMICAL TYPE: UL LISTED

2A:20:B-C, IN ENAMELED STEEL CONTAINER PROVIDE 10-LB NORMAL CAPACITY IN ALL

LOCATIONS.

2. FIRE EXTINGUISHER SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTUERERS

INSTRUCTIONS AND PER APPROVED SHOP DRAWINGS.

3. WHERE APPLICABLE, FIRE EXTINGUISHER CABINETS SHALL BE INSTALLED ACCURATELY

WITHOUT WARPAGE, TRUE TO LIN, PLUMB AND LEVEL AT A MAXIMUM OF 5'-0" HEIGHT TO THE

TOP OF THE FIRE EXTINGUISHER CABINET OR FIRE EXTINGUISHER WHEN MOUNTED ON A

BRACKET.

4. THE MAXIMUM TRAVEL DISTANCE TO A FIRE EXTINGUISHER IS 75'-0"

5. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED TO MEET NFPA 10 REQUIREMENTS.

ACCESSIBILITY NOTES

1. CONTRACTOR TO UPGRADE ALL ACCESSIBLE ITEMS WITHIN THE PATH OF TRAVEL TO MEET

TEXAS ACCESSIBILITY STANDARDS REQUIREMENTS. REFER TO SHEETS G0.20 AND G0.21 FOR

TYPICAL DETAILS & REQUIREMENTS.

2. ALL FLOORS/LANDINGS, EXISTING AND NEW SHALL NOT EXCEED MORE THAN 1/2" BELOW

THRESHOLD AT EACH SIDE OF EGRESS DOORS PER TAS 404.2.5.

3. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULL

OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER

PLANE OF SLIDING OR FOLDING DOORS.

4. THE LOWER 10" OF ALL DOORS COMPLY, AS FOLLOWS:

A. TO BE SMOOTH AND UNINTERRUPTED FOR FULL WIDTH OF DOOR, TO ALLOW THE DOOR

TO BE OPENED BY A WHEELCHAIR FOOTREST, WITHOUT CREATING A TRAP OR

HAZARDOUS CONDITION.

B. EXCEPTIONS:

a. SLIDING DOORS DO NOT HAVE TO MEET THIS REQUIREMENT.

b. TEMPERED GLASS DOORS NOT CONTAINING STILES DO NOT HAVE TO MEET THIS

REQUIREMENT.

c. EXISTING DOORS DO NOT HAVE TO MEET THIS REQUIREMENT.

5. ANY ABRUPT LEVEL CHANGES WILL BE ≤½" ALONG ANY ACCESSIBLE ROUTE OF TRAVEL.

WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF ≤1:2. LEVEL

CHANGES OF ≤¼" MAY BE VERTICAL.

6. WALKS ALONG ACCESSIBLE ROUTE OF TRAVEL TO HAVE SLIP RESISTANT SURFACE.

EXIT SIGNS

1. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY

VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS

AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE

THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS

TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF

EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT

SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS

MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS

LESS, FROM THE NEAREST VISIBLE EXIT SIGN.

2. EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS THAT REQUIRE ONLY ONE EXIT OR

EXIT ACCESS.

3. REFER TO ELECTRICAL DRAWINGS FOR FURTHER INFORMATION.

LEGEND

F G H

70 FEET

(75 FEET MAX.)

66 FEET

(75 FEET MAX.)

72 FEET

(200 FEET MAX.)

25 FEET

(200 FEET MAX.)

32 FEET

(75 FEET MAX.)

354 SF

A3

1:15

BREAK ROOM

68 SF

B

1:150

RESTROOM A

68 SF

B

1:150

RESTROOM B

128 FEET

(200 FEET MAX.)

0.15"

32" REQ

1015-B

59 OCC

36"

0.15"

32" REQ

1126-A

59 OCC

36"

0.15"

32" REQ

1027-A

19 OCC

36"

0.15"

32" REQ

1015-A

59 OCC

36"

0.15"

32" REQ

1070-B

59 OCC

36"

0.15"

32" REQ

1070-A

59 OCC

72"

0.15"

32" REQ

59 OCC

72"

1404 SF

A3

1:15

JURY ASSEMBLY ROOM

FEC

SHEET NUMBER

SHEET TITLE

CLIENT

ARCHITECT

REGISTRATION

DRAWING HISTORY

PROJECT NAME

PROJECT LOCATION

PROJECT NUMBER

www.pgal.com

Greenwood Village, Colorado 80111

Avenue Suite 105 7951 E. Maplewood PGAL, Inc.

T 720 216 9600

F

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A M

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D A

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S T

A M

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A u to d e s k D o c s /1

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A u ro ra C o u rt s

-1

S e c u ri ty

U p g ra d e s /1

.0

A

U R

O R

A C

O U

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S S

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U P

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T .r v t

/3

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:5

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A M

G2.02

LIFE SAFETY PLAN -

BREAK ROOM

Courts Post 911 Security Upgrades - Package 1 Jury Assembly Break Room Upgrades

14999 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

1008415

Copyright © 2025

AURORA MUNICIPAL

CAMPUS

15151 E. ALAMEDA

PKWY, STE 3200

AURORA, CO 80012

OCCUPANT LOAD SUMMARY

AREA INFORMATION OCCUPANCY REQUIREMENTS

NUMBER NAME AREA GROUP LOAD RATIO LOAD TYPE

OCCUPANT

LOAD

01 LEVEL

1 BREAK ROOM 354 SF A3 1:15 24

5 JURY ASSEMBLY ROOM 1404 SF A3 1:15 94

A3 1758 SF 118

2 RESTROOM A 68 SF B 1:150 1

3 RESTROOM B 68 SF B 1:150 1

B 136 SF 2

TOTAL LOAD 1894 SF 120

EXIT CAPACITY SUMMARY

Exit Number

Egress Requirements

Sprinklers (Y/N)

Sprinklered Unsprinklered Stair Width Horizontal Width Occupant Load

Stair Width Factor

Horiz. Width Factor

Stair Width Factor

Horiz. Width Factor Required Provided Required Provided

Limited Capacity Served

A-Typical Yes 0.20" 0.15" 0.30" 0.20" 0" 0.00" 36" 240 0

1015-A A-Typical Yes 0.20" 0.15" 0.30" 0.20" 11.8" 8.85" 36" 240 59

1015-B A-Typical Yes 0.20" 0.15" 0.30" 0.20" 11.8" 8.85" 36" 240 59

1027-A A-Typical Yes 0.20" 0.15" 0.30" 0.20" 3.8" 2.85" 36" 240 19

1070-A A-Typical Yes 0.20" 0.15" 0.30" 0.20" 11.8" 8.85" 72" 480 59

1070-B A-Typical Yes 0.20" 0.15" 0.30" 0.20" 11.8" 8.85" 36" 240 59

1072 A-Typical Yes 0.20" 0.15" 0.30" 0.20" 11.8" 8.85" 72" 480 59

TOTAL LOAD 2160 314

SCALE : 1/8" = 1'-0" 1LIFE SAFETY PLAN - BREAK ROOM

№. DATE DESCRIPTION

A 07/29/25 IFC

B 07/31/25 PERMIT COMMENTS

B

07.31.2025

System No. C-AJ-2282 April 06, 2009

F Rating — 2 Hr T Rating — 1 Hr

L Rating At Ambient — Less Than 1 CFM/sq ft L Rating At 400 F — Less Than 1 CFM/sq ft

W Rating — Class 1 (See Item 4B)

1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3 ) concrete floor or min 5 in. (127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3 ) concrete wall. Floor may also be constructed of min 6 in. (152 mm) thick hollow core UL Classified Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*.

Max diam of opening is 5 in. (127 mm).

See Precast Concrete Units (CFTV) or Concrete Blocks (CAZT) categories in the Fire Resistance Directory for names of manufacturers.

2. Steel Sleeve — (Optional) —Nom 5 in. (127 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe or nom 5 in. (127 mm) diam (or smaller) No. 26 GA (0.022 in. or 0.56 mm thick) sheet metal sleeve with square flange spot welded to the sleeve at approx mid-height and sized to be a min of 2 in. larger than the sleeve diam cast or grouted into floor or wall assembly, flush with floor or wall surfaces.

2A. Nonmetallic Sleeve — (Optional) - Nom 5 in. (127 mm) diam (or smaller) polyvinyl chloride (PVC) sleeve cast into floor at time of concrete placement.

2B. Sheet Metal Sleeve — (Optional) - No. 26 GA (0.022 in. or 0.56 mm thick) galvanized steel sleeve friction-fit in floor or wall assembly, flush with both sides of floor or wall. Longitudinal seam to overlap a min 1 in. (25 mm). The friction-fit sleeve is required for floors using Precast Concrete Units.

3. Through Penetrant — One nonmetallic pipe, conduit or tube to be centered within the firestop system. The annular space between the pipe or conduit and the periphery of the opening shall be nom 1/4 in. (6 mm). Pipe to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of nonmetallic pipes, conduits and tubes may be used:

A. Polyvinyl Chloride (PVC) Pipe — Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular or solid core polyvinyl chloride (PVC) pipe for use in vented (drain, waste or vent) or closed (process or supply) piping systems.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 4 in. (102 mm) diam (or smaller) SDR 13.5 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or…