082603_FullSet_03Sept26_Add2.pdf

Centennial, C0 80112 6848 S. Revere Parkway

Department of Veterans and Military Affairs

State Project # 082603

Electrical Kazin and Associates, Inc.

9364 Teddy Lane, Suite 101 Lone Tree, CO 80124

720.489.1609

Bellman Engineering, Inc.

1120 Secrest St.

Golden, CO 80401

Owner State of Colorado

6848 S. Revere Parkway Centennial, CO 80112

Alex Knox, Project Manager, 720-471-1613

August 20, 2026 Issued for Bidding

Colorado Department of Military

Architect Davis / Jones Architecture, Inc.

3962 S. Odessa St.

Aurora, CO 80013

303-888-3860

Mechanical

720-334-1033

General Notes

1. THE INFORMATION PROVIDED IN THESE DOCUMENTS IS AN

INDICATION OF THE SCOPE OF WORK FOR THE PROJECT.

THE DRAWINGS ARE CONSIDERED TO BE COMPLETE AND

INDICATIVE OF THE WORK REQUIRED. THE CONTRACTOR IS

REQUIRED TO VISIT THE PROJECT SITE PRIOR TO BID TO

FULLY UNDERSTAND SITE CONDITIONS AND OTHER

ELEMENTS REQUIRED TO COMPLETE THE PROJECT AS

INTENDED.

2. ALL EXISTING OR PROPOSED CONDITIONS SHALL BE

VERIFIED IN THE FIELD. ANY DISCREPANCY OR VARIATION

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT. ANY CHANGE OR ADJUSTMENT TO THE

CONTRACT DOCUMENTS CANNOT BE INITIATED WITHOUT

THE WRITTEN APPROVAL OF THE OWNER AND ARCHITECT.

3. STAGING AND STORAGE OF MATERIALS ON THE SITE IS TO

BE FULLY COORDINATED WITH THE STATE PROJECT

MANAGER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

PROTECTION, CARE AND USE OF THE OWNER'S FACILITIES,

THEIR GROUND, AND FOR THE ACTIONS OF ALL

CONTRACTOR PERSONNEL INVOLVED IN THE PROJECT.

5. NORMAL OPERATIONS MUST BE MAINTAINED FOR ALL

FUNCTIONS OF EACH STRUCTURE AFFECTED BY WORK OF

THIS PROJECT. ALL WORK INSIDE THE BUILDING MUST BE

FULLY COORDINATED WITH AND APPROVED BY THE

OWNER'S REPRESENTATIVE.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES

DURING CONSTRUCTION. CLEAN UP AND REMOVAL OF ALL DEBRIS SHALL BE

ACCOMPLISHED BY THE END OF EACH WORK DAY.

8. ANY AND ALL DISTURBANCE TO EXISTING CONDITIONS, INCLUDING, BUT NOT

LIMITED TO, LANDSCAPING, ASPHALT PAVING, CONCRETE PAVING, BUILDING

FINISHES, FURNISHINGS, AND EQUIPMENT WILL BE REPAIRED OR REPLACED AS

DIRECTED BY THE OWNER.

9. INFORMATION ON THE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING

DRAWINGS AND VISUAL OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS

CONDITIONS WOULD ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

VISIT THE SIDE, PRIOR TO BID, TO BECOME FAMILIAR WITH THE EXTENT OF THE

WORK REQUIRE. NO CHANGE ORDERS WILL BE ALLOWED FOR ALTERATIONS OF A

FORESEEABLE NATURE REQUIRE TO ACHIEVE THE END RESULT AS INDICATED BY

THE CONTRACT DOCUMENTS.

10. NEITHER THE OWNER NOR THE A/E TEAM ARE RESPONSIBLE FOR MONITORING THE

CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES,

CONSTRUCTIONS SEQUENCES, OR PROCEDURES REQUIRE TO PERFORM THE WORK.

11. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL ADOPTED STATE OF

COLORADO BUILDING CODES.

12. THE PROJECT IS LOCATED ON AN ACTIVE MILITARY INSTALLATION. CONTRACTORS

WILL CONDUCT THEMSELVES AS PROFESSIONALS. CONTRACTORS ARE TO FOLLOW

BUCKLEY SPACE FORCE BASE PROTOCOLS REGARDING TRUCK/ VEHICLE

INSPECTIONS AND THE DBIDS PROCESS FOR ENTRANCE TO THE BASE.

13. CONTRACTOR IS TO UNDERSTAND THAT THE CONSTRUCTION SCHEDULE WILL BE

REVIEWED AND APPROVED BY BUCKLEY SPACE FORCE BASE LEADERSHIP.

ADHERING TO A PREDETERMINED CONSTRUCTION SCHEDULE IS REQUIRED.

LEVEL 2 ALTERATION

1. WORK AREA = RESTROOM AREA IS 320 SQ. FT.

2. BUILDING AREA = 4,529 GSF

THE WORK AREA IS < 50% OF THE BUILDING AREA

CHAPTER 6 ALTERATIONS - LEVEL 2

SECTION 603.1 SCOPE

1. WORK AREA < 50% OF BUILDING

SECTION 603.2 APPLICATION

1. COMPLY WITH CHAPTER 7 FOR LEVEL 1

ALTERATIONS

2. COMPLY WITH CHAPTER 8

SECTION 605 CHANGE OF OCCUPANCY

1. THE ALTERATIONS DO NOT CHANGE THE

OCCUPANCY.

CHAPTER 8 ALTERATION - LEVEL 2

SECTION 801.4 COMPLIANCE

1. NEW CONSTRUCTION SHALL COMPLY WITH

REQUIREMENTS OF THE IBC.

SECTION 803.2 AUTOMATIC SPRINKLER SYSTEMS

SECTION 803.2.2 GROUP B

1. NOT REQ'D IN GROUP B (IBC 903.2.2)

1.1. NOT AN AMBULATORY CARE FACILITY OR LABORATORY.

2. WORK AREA DOES NOT EXCEED 50% OF BUILDING AREA

SECTION 804 MEANS OF EGRESS

SECTION 804.1 SCOPE

1.1. THE WORK AREA DOES NOT CHANGE THE EXISTING

MEANS OF EGRESS. THE BUILDING HAS THREE EXITS.

SECTION 809 ENERGY CONSERVATION

SECTION 809.1 MINIMUM REQUIREMENTS

1. ALTERATION SHALL CONFORM TO THE IECC FOR NEW

CONSTRUCTION ONLY

CHAPTER 7 ALTERATIONS - LEVEL 1

SECTION 701.2 CONFORMANCE

1. AN EXISTING BUILDING SHALL NOT BE ALTERED

SUCH THAT THE BUILDING BECOMES LESS SAFE

THAN THE EXISTING CONDITION.

SECTION 702.1 INTERIOR FINISHES

1. COMPLY WITH CHAPTER 8

SECTION 702.2 INTERIOR FLOOR FINISH

1. COMPLY WITH SECTION 804 OF THE IBC.

SECTION 703.1 FIRE PROTECTION

1. ALTERATIONS SHALL MAINTAIN THE LEVEL OF FIRE

PROTECTION PROVIDED

SECTION 704 MEANS OF EGRESS

1. ALTERATIONS SHALL MAINTAIN THE LEVEL OF

PROTECTION PROVIDED FOR THE MEANS OF

EGRESS.

CHAPTER 3

SECTION 302

OCCUPANCY CLASSIFICATION- BLDG 1520

• B - Business 3,276 s.f.

CHAPTER 5

SECTION 503 - TABLE 503

GENERAL HEIGHT AND AREA LIMITS

Building Code Analysis

TOTAL (OCCUPANTS)

/150 = 22 PPL

• 2024 INTERNATIONAL BUILDING CODE (IBC)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

• 2024 INTERNATIONAL MECHANICAL CODE (IMC)

• 2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

• 2024 INTERNATIONAL FIRE CODE (IFC)

• 2023 NATIONAL ELECTRIC CODE (NEC)

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2021 INTERNATIONAL FUEL AND GAS CODE (IFGC)

• 2017 ICC A117.1 ACCESSIBILITY CODE (CURRENT EDITION)

• UFC 1-200-01 DOD BUILDING CODE, WITH CHANGE 2

Applicable Codes

• THERE IS NO CHANGE IN EXISTING SUITE USE.

•• THE BUILDING IS CURRENTLY NON-SPRINKLERED

Building 1520 Restroom Alteration

THE SCOPE OF WORK INCLUDES:

1. SELECTIVE DEMOLITION

2. ALTERATIONS TO THE INTERIOR LAYOUT

3. UPGRADES TO FINISHES

THE INTENT OF THE PROJECT IS INTENDED TO UPGRADE THE FINISHES AND

COMFORT LEVEL OF RESTROOMS, PROVIDE ACCESSIBILITY

• THERE IS NO CHANGE IN EXISTING TOTAL BUILDING AREA

CHAPTER 6

• THERE IS NO CHANGE TO THE EXISTING TYPE II-B CONSTRUCTION TYPE

Classroom 970 s.f.

• THE BUILDING IS CLASSIFIED AS A GROUP B, A-3 (CLASSROOM)

• THE CONSTRUCTION TYPE IS V-B, NON-SPRINKLERED

•• 4529 GSF < 9,000 ALLOWED

General Building Info (Exist)

2024 IBC

2024 IEBC

JA

Davis / Jones

(E)Bldg Exit

Scale: 1/16" = 1'=0" First Floor Plan and Work Area1

Scale: NS

LOCATATION PLAN2

NONE

Deferred Submitals and Veterans Affairs

CLASSROOM

24 OCCUPANTS -

ACTUAL

3276 S.F. / 150 =

22 OCCUPANTS

(E)Bldg Exit

(E)Bldg Exit

24 ACTUAL

46 OCCUPANTS

WORK AREA = 320 S.F.

MEN'S

R.R.

ALL

GENDER

R.R.

PLUMBING SYTEMS

OCCUPANCY CLASSIFICATION- BLDG 1520

CHAPTER 29

BLDG 1520

MISSISSIPPI

ENTRANCE

GATE

VISITOR CENTER

E. Mississippi Ave

S.

T ow er

R d

(E)Room Exit

Sheet Index

COVER SHEET

T1.0 ADA ACCESSORY MOUNTING HEIGHTS

D1.0 DEMO FLOOR PLAN; DEMO REF. CLG. PLAN

A1.0 NEW WORK FLOOR PLANS, REF. CLG PLAN, FINISH PLAN

A1.2 INTERIOR ELEVATIONS

A1.3 DETAILS, DOOR SCHEDULE, SIGNAGE

A1.4 ENLARGED FRAMING DETAILS

A1.5 ENLARGED FRAMING DETAILS

ABI-1 ADDITIVE BID ITEMS

M1.0 MECH. SPECIFICATIONS, SCHEDULE; LEGEND

M2.0 MECH DEMO FLOOR PLAN AND NEW WORK FLOOR PLAN

P1.0 PLUMBING SPECIFICATIONS, FIXTURE SCHEDULE

P2.0 PLUMBING DEMO PLAN, SUPPLY PLAN, DWV PLAN

E0.1 ELECTRICAL SPECIFICATIONS, SYMBOLS

E0.2 PANEL SCHEDULE;ONE LINE; KEY PLAN

E0.3 LIGHTING FIXTURE SCHEDULE; LIGHTING and RECEPTACLE CONTROL

E0.4 COMCHECK

E1.1 PARTIAL POWER DEMO PLAN; PARTIAL POWER PLAN

E2.1 PARTIAL DEMO LIGHTING PLAN, PARTIAL LIGHTING PLAN

Additive Bid Items

REFER TO SHEET ABI-1 FOR MORE INFORMATION

ABI #1 REPLACE THE BASE BID HEAT WELDED SHEET VINYL FLOORING

(SPEC SECTION 096500) WITH A RESINOUS FLOORING (SPEC

SECTION 096723)

CONTRACTOR RESPONSIBILITIES INCLUDE:

• REFER TO FLOOR PREP REQUIREMENTS IN THE

SPECIFICATIONS INCLUDING THE SHOT BLAST REQUIREMENT.

• INCLUDE A 4" COVE BASE WITH CAP

ST

AT

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

DRAWING ISSUES

• ISSUED FOR BIDDING AUGUST 20, 2026

• ADDENDUM #1 SEPTEMBER 3, 2026

4' -0

"M

AX

F O

R C

O N

TR

O

LS

3' -2

"M

IN

FO

R

C O

N

TR

O

LS

2' -9

"T

YP

G R

AB

B

AR

2' -5

(RECESSED)

2' -5

TOILET TISSUE DISPENSERS

(CENTERED IN

PARTITION) (SURFACE)

1' -8

4' -0

"M

AX

F O

R C

O N

TR

O

LS

3' -2

"M

IN

FO

R

C O

N

TR

O

LS

3' -4

" T

O

5" R

EC

O

M

EN

D

ED

2' -6

"M

IN

3'

0" M

AX

PAPER TOWEL DISPENSERS WASTE

RECEPTACLES

(RECESSED) (SURFACE MTD)

3' -4

M

AX

A

BO

VE

L

AV

AT

O

R Y

ALL FRAMED

MIRRORS

(SURFACE)

FINISH

FACEOF

WALL

2' - 8" CLEAR

DOOR

TOILET PARTITION

AS SPECIFIED, TYP.

ACCESSIBLE WC

HOOK

AS

SPECIFIED

WALL BUMPER

AS APPLIES -

(EXTERIOR

SIDE)

TOILET

ACCESSORIES

(AS

APPLIES)

1 A B C DFIXTURE

ELEVATION

SIDE ELEVATION DOOR ELEVATION SIDE ELEVATIONTYPICAL

ACCESSIBLE

STALL PLAN

CL CL

CL

3' -6

1'

-0

A

D B

C

6" 3'-0"

1'-6" 3'-6"

5'-0"CLEAR

1' -6

3'

-4

2' -9

3' -4

5' -0

"C

LE

AR

4"

MAX

1' -0

8"1'

-1

FRONT OF

WC

1' -6

3'

-4

2' -9

6" 3'-0"

48 min m in control wall back wall seat wall LC LC

LC

Note: inside finished dimensions measured at the center points of opposing sides

608 Shower Compartments

608.2 Size and Clearances for Shower Compartments. Shower compartments shall have sizes and clearances complying with 608.2.

608.2.1 Transfer Type Shower Compartments. Transfer type shower compartments shall be 36 inches (915 mm) by 36 inches (915 mm) clear inside dimensions measured at the center points of opposing sides and shall have a 36 inch (915 mm) wide minimum entry on the face of the shower compartment. Clearance of 36 inches (915 mm) wide minimum by 48 inches (1220 mm) long minimum measured from the control wall shall be provided.

Figure 608.2.1 Transfer Type Shower Compartment Size and Clearance

LC

m in

15 max m ax side wall

608.5 Controls. Controls, faucets, and shower spray units shall comply with 309.4.

608.5.1 Transfer Type Shower Compartments. In transfer type shower compartments, the controls, faucets, and shower spray unit shall be installed on the side wall opposite the seat 38 inches (965 mm) minimum and 48 inches (1220 mm) maximum above the shower floor and shall be located on the control wall 15 inches (380 mm) maximum from the centerline of the seat toward the shower opening.

Figure 608.5.1 Transfer Type Shower Compartment Control Location m in

18 min

X > 8

(a) pull side m in

(b) push side

X > 8 48 m in12 min

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

X > 8

404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate.

Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates

EXIT

EXIT

m in m ax ty pi ca l

703.4 Installation Height and Location. Signs with tactile characters shall comply with 703.4.

703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 inches (1220

mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest tactile character.

703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches (455 mm) minimum by 18 inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position.

11 min m in

8 min

9 min

(a) elevation

(b) plan m in

25 max

10 max m ax m in

10 max m ax m ax m ax m ax

> 10-24 max 255-610(a) (b)

306.3 Knee Clearance.

306.3.1 General. Space under an element between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shall comply with 306.3.

306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 inches (230 mm) above the finish floor or ground.

306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches (685 mm) above the finish floor or ground.

306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (150 mm) in height.

306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum.

Figure 306.3 Knee Clearance

308.3 Side Reach.

308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground.

308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum.

Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum.

Figure 308.3.2 Obstructed High Side Reach

(RECESSED) (SURFACE MTD)

m ax m ax

>20-25 max 510-635

20 max

(a) (b)

308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum.

Figure 308.3.1 Unobstructed Side Reach

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a St

3.

6.

A ur or a, C

O

ST

AT

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

T1.0

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

SM

SM

7'-91 8"14'-31

2"

'-1

01 4"

4' -5

1'-9"

'-9

1 4"

3' -1

3' -3

3 4"

2'-61 2"3'-101

4" 1'-4"

7'-83 4"

WH WH

FA FA

8"

SM

SM

FA FA

F.V.

F.V. F.V.

4' -9

1 2"

4'-8"

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a

6.

or a, C

O

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

D1.0

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

DEMO EXISTING VCT FLOORING OVER CONCRETE SUBSTRATE

• PREPARE CONCRETE FOR NEW FLOOR FINISH.

D1

D2 DEMO ALL TOILET FIXTURES WITHIN EACH ROOM, TYP.

• REFER TO PLUMBING DRAWINGS FOR UNDERGROUND

PIPING WORK AND OTHER INFORMATION.

Scale: 3/8" = 1'-0"

DEMO FLOOR PLAN1

DEMO NOTES TO SHEET

D2

D3 DEMO ALL TOILET PARTITIONS AND URINAL PARTITIONS WHERE

THEY OCCUR, WITHIN EACH ROOM, TYP.

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

D2

D4 DEMO ALL URINALS, TYP.

• REFER TO PLUMBING DRAWINGS FOR PIPING REVISIONS AND ADDITIONAL INFORMATION.

D4

D5 DEMO LAVATORIES AND COUNTER TOP, TYP.

• REFER TO PLUMBING DRAWINGS FOR PIPING REVISIONS AND ADDITIONAL INFORMATION.

D6 DEMO ALL SHOWER CUBICLES, SHOWER BASE, DRAINS AND WALLS DIVIDING THE STALLS, TYP.

• REFER TO PLUMBING DRAWINGS FOR PIPING REVISIONS AND ADDITIONAL INFORMATION.

D6

TYP. OF 3

D3

D7 DASHED LINE INDICATES DEMO OF EXISTING CERAMIC TILE WAINSCOT AND

FULL HEIGHT GYP. BD. DOWN TO FRAMING

D7

D8 EXISTING DRINKING FOUNTAIN TO REMAIN

D1

TYP.

D3

D5

D9 NOT USED

D10 APPROX. LOCATIONS OF UNDERGROUND WASTE LINE BASED ON RECORD DRAWINGS.

• CONTRACTOR TO FIELD VERIFY LOCATIONS

D10

Scale: 3.8" = 1'-0"

DEMO REF. CLG PLAN2

D11 APPROX. LOCATION OF UNDERGROUND LATERAL WASTE LINE BASED ON RECORD DRAWINGS.

• CONTRACTOR TO FIELD VERIFY LOCATION USING CAMERAS, GPR OR OTHER METHODS.

D12 DEMO ENTIRE SUSPENDED CEILING GRID AND ALL PANELS

• DISCONNECT AND SALVAGE SMOKE DETECTORS FOR REINSTALLATION ON NEW CEILING

D12

D12

D13 DEMO EXISTING FLOOR DRAIN LOCATION

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

D13

D14 SUSPECTED TIE BEAM BELOW GRADE CONNECTING RIGID FRAME BASES.

• THE BEAM IS NOT CONFIRMED BUT IS TYPICAL WITH PRE-ENGINEERED

BUILDING STRUCTURES.

• THE CONTRACTOR SHALL X-RAY FOR DEPTH AND PROTECT BEAM AND

REBAR FROM DAMAGE DURING ANY SLAB CUT AND PATCH OPERATIONS.

D14

TYP.

EXISTING LIGHT FIXTURE TO BE REMOVED

• REFER TO ELECTRICAL DRAWINGS FOR ADD'L INFORMATION

LEGEND

D3

D5

D6

TYP.

D3

D11

D1

TYP.

D15 EXISTING FLOOR DRAIN LOCATION TO REMAIN

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

D15

TYP.

D13

D16 DEMO EXISTING ROOM SIDE LAYER OF GYP BD DOWN TO STUDS, FULL

HEIGHT AND LENGTH OF WALL. INSTALL 3/4"PLYWOOD AND WOOD

BLOCKING IN LOCATIONS REQUIRED FOR NEW WORK.

• REFER TO NEW WORK DRAWINGS FOR ADDITIONAL INFORMATION

D16

D16 D11

D17 SAWCUT AND DEMO EXISTING CONCRETE FLOOR TO GAIN ACCESS TO EXISTING

UNDERGROUND PLUMBING.

• REFER TO PLUMBING DRAWINGS FOR ADD'L WORK REQUIREMENTS.

• COORDINATE ACTUAL SAWCUT LOCATIONS WITH FIELD CONDITIONS AN PLUMBING

DRAWINGS.

D14 D17

D18 NOT USED

D19

D20 NEW FLOOR DRAIN LOCATION

• REFER TO PLUMBING DRAWINGS FOR ADD'L INFORMATION

D20 D15

Scale: 3/8" = 1'-0"

DEMO CONCRETE SLAB PLAN3

GENERAL DEMO NOTES TO SHEET

A. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DEMO INFORMATION.

D21 DEMO WALL FURRING AROUND RIGID FRAME.

D22 PATCH CONCRETE FLOOR AND PREP FLOOR FOR NEW BASE BID FLOOR FINISH.

• COORDINATE WORK WITH MANUFACTURE'S FLOOR PREP INSTRUCTIONS AND

REQUIREMENTS.

• TYPICAL AT BOTH (E) MEN'S AND (E) WOMEN'S RESTROOMS

REFER TO ABI-1 FOR ALTERNATE FLOOR SYSTEM AND PREP REQUIREMENTS.

• REFER TO SPECIFICATION 096723 FOR RESINOUS FLOORING PREP.

D22

D22

1. THE CONTRACTOR SHOULD ASSUME THE FOLLOWING FOR BIDDING AND CONSTRUCTION.

1.1. THE BUILDING WILL BE OCCUPIED BY THE SPECIAL FORCES PERSONNEL.

1.2. EQUIPMENT AND FURNISHINGS NOT ATTACHED TO WALLS WILL BE REMOVED BY THE

OCCUPANTS PRIOR TO CONSTRUCTION ACTIVITIES

CONDITION OF SUITE AT TIME OF CONSTRUCTION

FLOORING PREP - BASE BID

A. PREPARE SUBSTRATE IN ACCORDANCE WITH ASTM F710 AND FLOORING

MANUFACTURER'S RECOMMENDATIONS FOR BASE BID FLOOR FINISH

B. FLOOR PREP WILL INCLUDE CURING OF CONCRETE PATCH.

C. REFER TO ABI-1 FOR SHOT BLASTING REQUIREMENTS TO PROVIDE A SURFACE SUITABLE

FOR ADHERING THE RESINOUS FLOOR.

EXISTING VCT REMOVAL

D10

D10

D10

SM EXISTING SMOKE DETECTOR TO BE DISCONNECTED AND REINSTALLED

IN NEW CEILING

• REFER TO ELECTRICAL DRAWINGS FOR ADD'L INFORMATION

FA EXISTING WALL MOUNTED FIRE ALARM DEVICE TO REMAIN

• REFER TO ELECTRICAL DRAWINGS FOR ADD'L INFORMATION

D13

D13

D17

D22

D23 RIGID FRAME ABOVE CEILING

D23

D8

FV FIELD VERIFY

ABBREV.

INSTALL A MN. 6 MIL. VISQUEEN DUST CONTROL BARRIER ABOVE THE

EXISTING CEILING TO THE UNDERSIDE OF ROOF INSULATION

• REMOVE UPON COMPLETION OF CONSTRUCTION

D24

D24

REMOVE AND REINSTALL EXISTING SUSPENDED CEILING SYSTEM PANELS AS REQ'D TO

INSTALL NEW ABOVE CEILING CONDUIT AND WIRING FROM NEW PANEL.

• COORDINATE EXACT LOCATION FOR CONDUIT IN FIELD

• REFER TO ELECTRICAL DWGS FOR MORE INFORMATION

• REPLACE IF DAMAGED FROM CONSTRUCTION ACTIVITIES

D25

D25

D24

CONCRETE POURBACK FOR PLUMBING TRENCH:

• PROVIDE 4,000 PSI NORMAL WEIGHT CONCRETE FOR INTERIOR SLAB POURBACKS.

• PREPARE TRENCH SUBBASE TO 95% COMPACTION, INSTALL A VAPOR BARRIER

MATCHING ADJACENT SLAB IF ONE EXISTS.

• INSTALL #4 DOWELS AT 12" O.C. EPOXY SET INTO EXISTING SLAB WITH MIN. 6"

EMBEDMENT.

• PLACE #4 BARS AT 12 INCHES EACH WAY CENTERED IN THE POURBACK.

• MATCH EXISTING SLAB THICKNESS, ALIGN CONTROL JOINTS, AND CURE CONCRETE PER

ACI 308.

D17

NOT USED

(E)MEN'S (E)WOMEN'S

14'-31 2"

4'-10"

TO PILASTER FACE

5' -6

1 2"

2'-7"

'-9

1 4"

6' -0

8'

-6

5' -7

3'

-0

1' -6

4'-21 4"5'-0"

7'-85 8"

4' -1

3'-1"

3'-01 2"

MEN'S

R.R.

ALL GENDER

R.R.

4'-8"

4' -9

1 2"

3'-6" 6"

A1.4

1' -6

" 3 A1.4

1' -8

1'

-8

1' -3

1' -8

8"

9'-0" Field Verify

6' -6

2/A1.2 2/A1.2

1/ A1

.2

1/ A1

.2

3/A1.2 3/A1.2

4/A1.2

4/A1.2

5/ A1

.2

6/A1.2

6/A1.2

8/A1.2

6/A1.3 6/A1.3

MEN'S

R.R.

ALL GENDER

R.R.

7/A1.2

5'-4"1'-6" 5'-4"

1' -6

3'

-0

EQ

EQ

EQ

EQ

1' -6

3' -0

1 4" 5'

-4

4' -8

EQ EQ EQ EQ

SM

SM

FA FA

10"

1' -9

4'-0" 4'-0" 4'-0"

2'-11 2"

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a

6.

or a, C

O

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

A1.0

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

NEW WORK NOTES TO DWG 1 & 2

NEW WALL PARTITION, REFER TO WALL TYPES

• COORDINATE EXACT WALL LOCATION AND DIMENSION WITH

SHOWER STALLS

• REFER TO SHEET A1.4 FOR PARTITION SCHEDULE

TOILET STALL GRAB BARS

• 18" VERTICAL, 36" AND 42" HORIZONTAL

• REFER TO ANSI A117.1 FOR MOUNTING LOCATIONS

NEW FLOOR MOUNTED OVERHEAD BRACED TOILET PARTITION

• REFER TO SPECIFICATIONS

Scale: 3/8" = 1'-0"

NEW WORK FINISH PLAN2

ADA TRANSFER SHOWER STALL

• WITH GRAB BARS, FAUCET SYSTEM, BENCH, SHOWER CURTAIN AND ROD

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

5 STANDARD SHOWER STALL

• WITH FAUCET SYSTEM, SHOWER CURTAIN AND ROD

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

6 NEW URINAL TO BE SET AT ADA HEIGHT

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION

7 FACTORY FABRICATED SOLID SURFACE COUNTER TOP WITH INTEGRAL SINK

BOWL, SEAMLESS TRANSITION, AND MANUF. APPROVED BONDING PROCESS.

• INSTALL 4" HIGH SIDE AND BACK SPLASHES

• INTRGRAL SINKS SHALL MEET ADA/ANSI A117.1 REQUIREMENTS FOR KNEE

CLEARANCES AND REACH RANGE.

• COORDINATE WITH COUNTER TOP FRAMING (REFER A1.4)

9 EXISTING DRINKING FOUNTAIN TO REMAIN

Scale: 3/8" = 1'-0"

NEW WORK FLOOR PLAN1

10 NEW FRAMED GYP BD CEILING SYSTEM

• REFER TO 4/A1.0 AND SPECIFICATIONS

11 NOT USED

FINISH PLAN NOTES

12 REPLACE GYP BD ON EXISTING STUDS WHERE OLD TILE FINISH WAS REMOVED

A. PREPARE CONCRETE SUB FLOOR PER

MANUFACTURERS INSTRUCTIONS.

B. ENSURE THE SURFACE IS CLEAN, DRY, OIL FREE AND

SOUND.

C. PERFORM MOISTURE TESTS TO MEET MANUFACTURES

REQUIREMENTS

D. INCLUDE A 4" COVE BASE, COVE FORM, AND TRIP CAP

E. REFER TO SPECIFICATIONS FOR ADD'L INFORMATION

SV-1

SV-1

REFER TO INTERIOR ELEVATIONS FOR WALL FINISHES

FRP PANEL PER SPECIFICATIONS

• REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL

INFORMATION

• REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS

FRP-1

FINISH PLAN LEGEND

LOCATION OF FRP-1 WAINSCOT

• REFER TO SPECIFICATIONS AND

INTERIOR ELEVATIONS

15 THE EXISTING DOOR IS TO REMAIN.

• PLANE THE EDGE OF THE DOOR TO PERMIT THE DOOR TO FULLY CLOSE

INTO THE FRAME.

• STAIN AND SEAL DOOR EDGE

• REFER TO DOOR SCHEDULE FOR ADD'L INFORMATION

D1

DOOR TYPE

• REFER TO DOOR TYPE ELEVATION FOR ADD'L INFORMATION

LEGEND

D1

NEW ADA RESTROOM SIGNAGE

• SIGNAGE TO BE PROVIDED BY OWNER FOR INSTALLATION BY

CONTRACTOR (ADHERED TO WALL WITH DBL STICK TAPE)

• REFER TO INTERIOR ELEVATION 6/A1.3 FOR MORE

INFORMATION

SIGN-1

SIGN-1SIGN-1

16 INSTALL BLOCKING FOR RESTROOM ACCESSORIES AND GRAB BARS, TYP.

• BLOCKING TO BE 3/4" PLYWOOD OR 2x WOOD.

• REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION

• REFER TO PARTITION SCHEDULE FOR ADDITIONAL INFORMATION

17 AT LOCATION OF SEMI-RECESSED WASTE DISPOSAL, CUT AND PATCH

GYP BD WALLS AND RE-FRAME/MODIFY STUDS AS NECESSARY TO

CREATE AN OPENING FOR THE WASTE DISPOSAL UNIT.

• COORDINATE WITH INSTALLATION GUIDELINE FOR THE ACCESSORY

• MOUNT AT ADA/ANSI REQUIRED HEIGHT.

• BLOCKING TO BE 3/4" PLYWOOD OR 2x WOOD.

18 NEW LOCATION OF FLOOR DRAIN.

• FIELD LOCATE EXISTING SEWER LINE

• SAWCUT CONCRETE SLAB TO GAIN ACCESS TO EXISTING SEWER LINE.

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

ADA TRANSFER

SHOWER

ADA TRANSFER

SHOWER

Scale: 3/8" = 1'-0"

CEILING FRAMING PLAN3

NEW WORK NOTES TO DWG 3

1 ATTACH TOP OF WALL FRAMING TO SUSPENDED GYP CEILING

CHANNEL. REFER TO 1/A1.5

REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES.

COORDINATE CEILING FRAMING WITH LIGHT FIXTURE LOCATIONS

CEILING FRAMING

FD

EPY-1 RESINOUS FLOOR FINISH

• REFER TO SPECIFICATIONS

• REFER TO FINISH PLAN FOR ADDITIONAL WORK REQUIREMENTS

• REFER TO A1.4 FOR THE PARTITION SCHEDULE

DRYWALL ACCESS PANELS

• TO BE LOCATED AT ABOVE CEILING JUNCTION BOXES AND

OTHER ITEMS NEEDING ACCESS.

• COORDINATE EXACT LOCATION IN FIELD

ACCESSIBLE

TOILET STALL

NEW LIGHT FIXTURE

• REFER TO ELECTRICAL DRAWINGS

CONTRACTOR TO INCLUDE (4) 12x12 DRYWALL ACCESS PANELS AND

INSTALLATION IN THE BASE BID.

• BOZZON ACCESS PANEL, 12x12, METAL, PAINTABLE OR SIMILAR.

• PANELS TO BE PLACED WHERE J-BOXES OR OTHER SPLICES REQUIRING

ACCESS ARE LOCATED ABOVE CEILING

• COORDINATE EXACT LOCATION IN FIELD WITH ELECTRICAL CONTRACTOR

CORNER GUARD LOCATIONS

• REFER TO INTERIOR ELEVATIONS AND

RESTROOM FIXTURE SCHEDULE

SV-1

ADDITIVE BID ITEMS

REFER TO SHEET ABI-1 FOR ADDITIVE BID ITEM INFORMATION

LOCATION OF SV-1 INTEGRAL COVE

LOCATION OF SURFACE MOUNTED BABY CHANGING TABLE.

• COORDINATE WITH VENDOR INSTALLATION GUIDELINE FOR THE ACCESSORY

• MOUNT AT ADA/ANSI REQUIRED HEIGHT.

• BLOCKING TO BE 3/4" PLYWOOD OR 2x WOOD.

• REFER TO INTERIOR ELEVATIONS

19 NEW UTILITY SINK

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

• REFER TO INTERIOR ELEVATIONS

3 3

EXISTING WALL MOUNTED HORN STROBE DEVICE TO REMAIN AND BE

PROTECTED DURING CONSTRUCTION ACTIVITIES.

• DISCONNECTION OF THE DEVICES WILL NEED TO BE COORDINATED WITH

THE BUCKLEY FIRE DEPARTMENT

4 NEW LIGHT FIXTURES, TYP.

• REFER TO ELECTRICAL FIXTURE SCHEDULE AND SPECS FOR ADDITIONAL

INFORMATION

• COORDINATE CEILING FRAMING WITH LIGHT LOCATIONS

NEW WORK NOTES TO DWG 3

1 INSTALL NEW CARPET BASE MATCHING EXISTING COLOR AND

STYLE BETWEEN THE DOORS.

2 INSTALL NEW CARPET TILE MATCHING EXISTING COLOR AND

STYLE AT THE NEW DOOR

D2

NEW RESTROOM EXHAUST FAN

• REFER TO MECHANICAL DRAWINGS

5 • NEW RESTROOM EXHAUST FAN

• COORDINATE EXACT LOCATION IN THE FIELD WITH CEILING FRAMING

• REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

TRENCH (MIN. 16" DEEP) INTO THE EXISTING GRAVEL SURFACE AND SOIL TO

PROVIDE POWER CONNECTION TO NEW PANEL.

• REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

• EXTERIOR CONDUIT TO BE MOUNTED TO EXTERIOR WALL.

•• PAINT CONDUIT TO MATCH EXISTING WALL COLOR

• SEAL WALL PENETRATION IN A WEATHER TIGHT CONDITION

(E) CT METERING/CHECK METER

• REFER TO ELECTRICAL DRAWINGS

FOR ADD'L INFORMATION

SUSPENDED GYPSUM BOARD CEILING

• PROVIDE SUSPENDED GYPSUM BOARD CEILING SYSTEM HUNG FROM

PEMB PURLINS. ATTACH SIMPSON SJC PURLIN CLIPS TO PURLIN WEB

USING TWO #12-14 TEK-3 OR TEK-4 SELF-DRILLING SCREWS PER CLIP.

SUSPEND CEILING FRAMING WITH #12 GALVANIZED HANGER WIRE,

PLUMB AND TAUT, SPACED MAXIMUM 48 INCHES ON CENTER.

• INSTALL 1-1/2 INCH X 16 GAUGE COLD-ROLLED CHANNEL AT 48 INCHES ON

CENTER. INSTALL 7/8 INCH 25 GAUGE HAT CHANNEL PERPENDICULAR TO

COLD-ROLLED CHANNEL AT 16 INCHES ON CENTER. PROVIDE ADDITIONAL

FRAMING AROUND LIGHT FIXTURES, DIFFUSERS, EXHAUST FANS,

SPRINKLER HEADS, ACCESS PANELS, AND OTHER CEILING PENETRATIONS.

• MAINTAIN MINIMUM 1 INCH CLEARANCE BETWEEN SUSPENDED CEILING

FRAMING AND PEMB STRUCTURE TO ACCOMMODATE BUILDING

MOVEMENT. INSTALL 5/8 INCH MOLD- AND MOISTURE-RESISTANT

GYPSUM BOARD PERPENDICULAR TO HAT CHANNELS. STAGGER END

JOINTS AND FASTEN PER MANUFACTURER RECOMMENDATIONS. FINISH

JOINTS PER GYPSUM BOARD SPECIFICATIONS.

• CEILING SHALL BE LEVEL WITHIN 1/8 INCH IN 10 FEET. ENSURE ALL

HANGER WIRES ARE TIGHT AND PROPERLY SECURED.

• GYP BD ON CEILING TO BE 5/8" MMR, SAG RESISTANT GYP BD RATED FOR

CEILING APPICATIONS

•• NAT'L GYP. GOLD BOND XP CEILING BD

6 GYP. BD. SOFFIT ABOVE SHOWERS AND UTILITY SINK.

• CEILING FRAMING USED TO BRACE WALLS

• REFER TO DETAILS ON SHEET A1.5 FOR ADD'L INFORMATION

SOFFIT @ 7'8"

SOFFIT @ 7'8" CEILING @ 8'-0"

SOFFIT @ 7'8" SOFFIT @ 7'8"

CEILING @ 8'-0"

1 ADDENDUM #1

SEPT 3, 2026

18" 42"

18"

36" Grab bar

36" Grab bar

A1.3

A1.3

A1.3

A1.3

A1.3

2A A1.3

2A A1.3

2A A1.3

A1.3

A1.3

A1.3

A1.3

1'-6" 1'-6"1'-6"

1'-6"

7' -8

8' -0

A1.3

A1.3

18"

2A A1.3

2A A1.3

MEN'S R.R. NON-GENDER R.R.

4" 4'

-0

4"

2' -1

0"

4" 4'

-0

3' -0

1'-6"

A1.3

3' -4

A1.3

A1.5

A1.5

A1.5 1

A1.5

A1.5

7' -8

7' -8

7' -8

8' -0

8' -0

7' -8

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a

6.

or a, C

O

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

A1.2

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

Scale: 3/8" = 1'-0"

INTERIOR ELEVATION1

NEW WORK NOTES TO SHEET

REFER TO FINISH PLAN FOR ADDITIONAL WORK REQUIREMENTS

ADA TRANSFER SHOWER STALL

• WITH GRAB BARS, FAUCET SYSTEM, BENCH, SHOWER

CURTAIN AND ROD

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION

RESTROOM FIXTURE SCHEDULE

LABEL FIXTURE DESCRIPTION

R-1 TOILET SEE PLUMBING FIXTURE SCHEDULE

R-2 URINAL SEE PLUMBING FIXTURE SCHEDULE

R-3 COUNTER TOP, SINKS &

FAUCETS

SOLID SURFACE COUNTER TOP WITH INTEGRAL LAVATORY; REFER TO SPECIFICATIONS,

PLUMBING FIXTURE SCHEDULE AND DETAIL

R-4 PAPER TOWEL DISPENSER BRADLEY, SURFACE MTD; STAINLESS STEEL SATIN FINISH; 260-15

R-5 TOILET TISSUE DISPENSER BRADLEY, SURFACE MTD DBL-ROLL W/ SHELF; STAINLESS STEEL SATIN FINISH; 5263

R-6 GRAB BAR BRADLEY, MODEL 812, STAINLESS STEEL SATIN FINISH; SLIP RESISTANT SURFACE

42", 36", 18" LENGTHS

R-7 BABY CHANGING STATION KOALA KARE KB300 - 01 CHANGING STATION; SURFACE MOUNTED; GREY; HORIZONTAL

ORIENTATION

R-8 TOILET STALL PARTITIONS FLOOR SUPPORTED OVERHEAD BRACED, BRUSHED STAINLESS STEEL FINISH; REFER TO

SPECIFICATIONS

R-9 MIRROR BRADLEY MIRROR W/ SHELF; MODEL 7815-024360

R-10 WASTE RECEPTACLE BRADLEY MODEL 346-10 SEMI RECESSED; STAINLESS STEEL FINISH

R11 CORNER GUARD CONSTRUCTION SPECIALTIES, MODEL VA-200N ACROVYN, 1-1/2" LEG

R12 UTILITY SINK REFER TO PLUMBING FIXTURE SCHEDULE

R-1

R-6

R-2

R-9

R-3

R-4

R10

R10

R-3

R-5

R-5

R-1

R-6 R-1

R-8

R-8

R-6

SHOWER STALL

• WITH GRAB BARS, SHOWER CURTAIN AND ROD

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

R-8 R-8

ADA

SHOWER

STALL

ADA

SHOWER

STALL

3 SV-1 4" COVE BASE WITH COVE CAP AT TOP

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION13

3 3

4 REMOVABLE P.LAM PANEL TO COVER EXPOSED PIPES. COORDINATE

WITH ADA/ANSI REQUIREMENTS FOR KNEE SPACE

5 ABOVE COUNTER ELECTRICAL DUPLEX

• REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

Scale: 3/8" = 1'-0"

INTERIOR ELEVATION2

Scale: 3/8" = 1'-0" INTERIOR ELEVATION3Scale: 3/8" = 1'-0"

INTERIOR ELEVATION4

Scale: 3/8" = 1'-0" INTERIOR ELEVATION5Scale: 3/8" = 1'-0"

INTERIOR ELEVATION6

P-1 P-1

FRP-1

LEGEND

# RESTROOM

FIXTURE KEY

# MATERIAL

FINISH KEY

P-1

P-1 P-1

P-1

ABOVE

SHOWER

FRP-1 FRP-1

FRP-1

P-1 P-1

P-1

FRP-1

P-1 P-1

P-1

R-8

Scale: 3/8" = 1'-0"

INTERIOR ELEVATION7

P-1

FRP-1

6 NEW SUSPENDED GYP BD CEILING SYSTEM

P-1

R-3

R-4

Scale: 3/8" = 1'-0"

INTERIOR ELEVATION8

TYP. WHERE NO

FRP PANEL

TYP. AT

OUTSIDE

CORNER

TYP. AT INSIDE

CORNER

M

IN

. S

ID

E

CL

EA

RA

NC

E

RE

Q

'D

AT

D

OO

R;

K

EE

P

CL

EA

R

M

IN

. S

ID

E

CL

EA

RA

NC

E

RE

Q

'D

AT

D

OO

R;

K

EE

P

CL

EA

R

7 CUT AND PATCH GYP BD WALLS TO INSTALL BLOCKING

FOR RESTROOM ACCESSORIES, TYP.

• BLOCKING TO BE 3/4" PLYWOOD OR 2x WOOD.

• REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL

INFORMATION

8 AT LOCATION OF SEMI-RECESSED WASTE DISPOSAL, CUT AND

PATCH GYP BD WALLS AND RE-FRAME/MODIFY STUDS AS

NECESSARY TO CREATE AN OPENING FOR THE WASTE DISPOSAL

UNIT.

• COORDINATE WITH INSTALLATION GUIDELINE FOR THE

ACCESSORY

• MOUNT AT ADA/ANSI REQUIRED HEIGHT.

• BLOCKING TO BE 3/4" PLYWOOD OR 2x WOOD.

R-11

R-11

R-11

R-11

FRP-2

SS-1

10 GYP BD SOFFIT ABOVE SHOWERS AND UTILITY SINK.

• CEILING FRAMING USED TO BRACE WALLS

9 INSTALL 5/8" MMR GYP BD ABOVE SHOWER; REFER 2/A1.5

FOR SIMILAR CONDITION

TYP.

SHOWER

STALL

ABI #1 - INTEGRAL 4" EPOXY COVE BASE WITH COVE STRIP AT TOP

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

R-3

R-7

11 EXISTING WALL MOUNTED HORN STROBE DEVICE TO

REMAIN AND BE PROTECTED DURING CONSTRUCTION

ACTIVITIES.

• DISCONNECTION OF THE DEVICES WILL NEED TO BE

COORDINATED WITH THE BUCKLEY FIRE DEPARTMENT

P-1

12 DOOR INFILL; METAL STUDS AND 5/8" GYP. BD ON EACH SIDE

• MATCH EXISTING WALL THICKNESS

• PAINT BOTH SIDES OF WALL; REFER 6/A1.3

R-4

R-3

13 UTILITY SINK

• REFER TO PLUMBING DRAWINGS AND FIXTURE SCHEDULE

3 WALLS

14 CURTAIN ROD AND CURTAIN MATCHING CURTAIN ON THE

SHOWERS

R-9

FRP-2

3 WALLS

FRP-2

15 WALL CLEAN OUT

• REFER TO PLUMBING DRAWINGS

16 NEW TRANSFER AIR GRILLE TO BE INSTALLED IN EXISTING DOOR

• REFER TO MECHANICAL SCHEDULE FOR MORE INFORMAITON

R12

R-12

SS-1

P-1 P-1

R-7R-108

D1D2

P-1

ADDENDUM #1

SEPT 3, 2026

SHEET VINYL FLOORING

4" C

OV

E

SEALANT

ALUMINUM EDGE TRIM

ADHESIVE

FRP PANEL

5/8" COVE FORM

SHEET VINYL FLOORING

4" C

OV

E

SEALANT

TARKETT COVE CAP

• SCC-48-D GREY

5/8" COVE FORM

ALUMINUM

EDGE TRIM

SEALANT

PANEL

ADHESIVE

7' 0"

3'0"

EX

IS

T

EXIST

TYPE 1 - ACCESSIBLE SHOWER

• 6"x 9"

TYPE 2 - ALL GENDER RESTROOM

• 9" x 8"

TYPE 3 - ACCESSIBLE MEN'S RESTROOM

• 6" x 9"

5' -0

9"9"

TYPE 1

& 2 SIGN

MEN'S RESTROOM

W/ SHOWER

NON GENDER

RESTROOM W/

SHOWER

VIEW FROM HALLWAY SIDE

9" 9"

TYPE 1 & 3

SIGN

CONTRACTOR TO PROVIDE HARDWARE FOR THE DOOR INDICATED IN THE DRAWINGS. CONSULT

WITH OWNER AND VERIFY TYPES OF LOCKSET FUNCTIONS REQUIRED. PROVIDE ADA ACCESSIBLE

HARDWARE, TYPICAL. ALL FINISHES TO BE BHMA 26 SATIN NICKEL FINISH, UNLESS NOTED

OTHERWISE.

CONTRACTOR TO VERIFY ALL HARDWARE FUNCTION, STYLE AND FINISH WITH OWNER PRIOR TO

ORDERING.

DOOR / HARDWARE GENERAL NOTES

1. ALL DOORS MUST MEET THE REQUIREMENTS OF THE ICC/ANSI A117.1-2017 AND EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION EGRESS DOORS SHALL BE READILY OPENABLE FROM

THE EGRESS SIDE WITHOUT THE USE OF A KEY, OR SPECIAL KNOWLEDGE OR EFFORT PER IBC

1010.1.9. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE

OPERATION

2. HANDLES,PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL

HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT

GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH

HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR.

WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE

EXPOSED AND USABLE FROM BOTH SIDES. (A117.1 SECTION 404.2.6)

GROUP 1: ALL GENDER RESTROOM DOORASSA ABLOY ACCENTRA

CYLINDER LEVER LOCKSET

• YPL SERIES WITH STATUS INDICATOR

• PRIVACY FUNCTION

• PB LEVERS WITH COIN TURN OVERRIDE

• STANDARD STRIKE (PROVIDE NEW STRIKE TO

FIT EXISTING DOOR FRAME

• FINISH TO BE BHMA 626 SATIN NICKEL

• LEVER HANDLED LOCKSET (SEE

DESCRIPTION ABOVE)

• LATCH STRIKE TO WORK WITH

EXISTING DOOR FRAME

" T

O

TO

P

OF

C

OU

NT

ER

" M

IN

6"

2"

9"

6"11"

ADA

CLEARANCE

REQ'D

AT SINK

REMOVABLE PIPE COVER SKIRT

• P.LAM OVER 3/4" PLYWOOD

• ONE PANEL AT EACH SINK

• SCREW TO BLOCKING ON SIDE PANELS AT

EACH SIDE OF REQ'D KNEE SPACE AT SINK.

• BRUSHED CHROME FINISH SCREWS WITH

BUTTON WASHERS.

UNDERMOUNT SOLID SURFACE ADA

SINK; INTEGRAL WITH COUNTER TOP

• CORIAN 810; NO OVERFLOW

SS-1 COUNTER TOP

• BUILT UP EDGE WITH 1/4 ROUND

• SS-1 APRON

ADA FRONT APPROACH COUNTER AND

SKIRT TO SCREEN PLUMBING PIPES

• SS-1 COUNTER TOP; 4" BACK AND SIDE

SPLASHES AND FRONT SKIRT

• BLACK P.LAM APRON

SS-1 APRON

2'-0"

4"

" T

O

TO

P

OF

C

OU

NT

ER

" M

IN

6"

2"

9"

SS-1 BACK AND SIDE SPLASH

SS-1 COUNTER TOP

• BUILT UP EDGE WITH 1/4 ROUND

• SS-1 APRON

REMOVABLE PIPE COVER SKIRT

• P.LAM OVER 3/4" PLYWOOD

• ONE PANEL AT EACH SINK

• SCREW TO BLOCKING ON SIDE PANELS AT

EACH SIDE OF REQ'D KNEE SPACE AT SINK.

• BRUSHED CHROME FINISH SCREWS WITH

BUTTON WASHERS.

A1.3

P.LAM PANEL

• WILSONART 1595 BLACK

3 4" ALUMINUM EDGE TRIM

7 16

PANEL

SUBWALL

ADHESIVE

SEALANT

3 16

13 16" SUBWALL

ADHESIVE

PANEL

SEALANT

ALUMINUM INSIDE CORNER

316"

SUBWALL

PANEL

ADHESIVE

7 8"

7 8"

SEALANT

ALUMINUM

OUTSIDE

CORNER

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a

6.

or a, C

O

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

A1.3

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

Scale: 1:1

TOP EDGE FRP DETAIL1

Scale: 1:1

COVE TRANSITION W/ FRP DETAL2

Scale: 1:1

VERTICAL EDGE FRP DETAIL3

Scale: 1:1

INSIDE CORNER FRP DETAIL4

Scale: 1:1 OUTSIDE CORNER FRP DETAIL5Scale: 1:1

COVE TRANSITION DETAIL2A

3070 x 1-3/4" SOLID CORE DOOR

• PLAIN SLICED RED OAK

• MATCH EXISTING STAIN COLOR

• INSTALL NEW HARDWARE

FRAME

HOLLOW METAL KNOCK DOWN FRAME

• 4-7/8" WALL ASSUMED (CONTRACTOR TO VERIFY)

HARDWARE GROUP

• GROUP 1

DOOR SCHEDULE

Scale: NTS

SIGNAGE6

Scale: 1-1/2" = 1'-0" COUNTER TOP SECTION7Scale: 1-1/2" = 1'-0"

COUNTER TOP ELEV8

NEW ADA RESTROOM SIGNAGE

• SIGNAGE TO BE PROVIDED BY OWNER FOR INSTALLATION BY

CONTRACTOR (ADHERED TO WALL WITH DBL STICK TAPE)

INSTALL NEW RUBBER BASE MATCHING EXISTING

COLOR AND STYLE BETWEEN THE DOORS.

NEW WALL INFILL

D1

D1 EXISTING 3070 x 1-3/4" SOLID

CORE DOOR

• INSTALL NEW AIR TRANSFER

GRILLE IN EXISTING DOOR.

• REFER TO MECHANICAL

FIXTURE SCHEDULE

D2

D2

PAINT

DOOR

FRAME

PAINT

DOOR

FRAME

PAINT WALL MATCHING EXISTING COLOR AND

SHEEN BETWEEN DOOR FRAMES

3' -2

3 4" 3'-0"

3'-23 8"

11 2"

91 4"

3'-01 8"

8' -6

3'-6"

6'-2"

1' -0

3 4" 3'

-2 3 4"

12A

2A

2A

2A

A1.0

21 2"

SEMI-PERMANENT THRESHOLD ADAPTOR (FOR STANDARD SHOWER)

T-SHAPED RUBBER WATER STOPPER (FOR ADA SHOWER)

4" 4"

NOTE: INSTALLATION-CRITICAL POINTS

-DRAIN DEPRESSION TO BE 8" x 8" OR 8" DIAM. +/- 12".

-CENTER DRAIN FITTING/PIPE ON THE DEPRESSION.

-ADJUST DEPRESSION DEPTH AS NEEDED TO PREVENT INTERFERENCE.

-SHOWER MAY NOT BE "MUD-SET", USE PROVIDED EPOXY ONLY.

3 4" M

IN

13 8" 5 8"

INTEGRAL LEVEL SUPPORT

DRAIN FITTING

3'-23 4"

11"

2" 2'-71

2"

3' -1

03 4"

3' -2

1 4"

2" 3'-23

4"

8"

8"

2"41

2"

2' -0

3' -4

1 8"

2A

2A

2A E E

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a

6.

or a, C

O

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

A1.4

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

NEW WORK NOTES TO SHEET

REFER TO FINISH PLAN FOR ADDITIONAL WORK REQUIREMENTS

4-PIECE ADA TRANSFER SHOWER STALL

• INCLUDE GRAB BARS, FAUCET SYSTEM, HEAVY DUTY VINYL SHOWER

(42"x74") CURTAIN AND ROD FROM STALL MANUFACTURER.

• FOLD UP SHOWER SEAT AND WALL MOUNTED SOAP HOLDER.

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

4-PIECE SHOWER STALL

• HEAVY DUTY VINYL SHOWER (42"x74") SHOWER CURTAIN AND ROD

• REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

• REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

Scale: 1-1/2" = 1'-0"

ENLARGED SHOWER LAYOUT1

FOS FACE OF STUD

FOF FACE OF FINISH

ABBREVIATIONS

FO

S

FOS

FOS

FOS

FOS

3 COORDINATE SLAB DEPRESSION FOR DRAIN LOCATION WITH

SHOWER STALL MANUFACTURER'S INSTRUCTIONS.

Scale: 3" = 1'-0"

DRAIN BOWL DETAIL2

4 5/8" AC PLYWOOD.

• INSTALL BEHIND SHOWER STALLS

• REFER TO SHOWER STALL SPECIFICATIONS FOR TOLERANCES OF

WALLS AND FLOOR

5 5/8" MMR, DRYWALL

6 CORNER GUARDS

• REFER TO SPECIFICATIONS

5 6

7 FOLD UP SHOWER SEAT

• PROVIDE BLOCKING AS NEEDED7

8 SEALANT

COORDINATION REQUIREMENTS

CONTRACTOR SHALL CAREFULLY COORDINATE THE INSTALLATION

REQUIREMENTS OF THE SHOWER STALL WITH WALL FRAMING.

• WALLS SHALL BE PLUMB WITHIN THE TOLERANCES ESTABLISHED BY THE

SHOWER STALL VENDOR.

• ADJUST DIMENSIONS SHOWN AS REQUIRED TO BE WITHIN THE

TOLERANCE ESTABLISHED BY THE SHOWER STALL VENDOR.

3 74

4 4

9 EXISTING RIGID FRAME TO REMAIN

10 INSTALL NEW COLUMN SURROUND

Scale: 1-1/2" = 1'-0"

ENLARGED SHOWER LAYOUT3

PARTITION SCHEDLULE

ACCESSIBLE

TRANSFER

SHOWER SH-1

SHOWER SH-2

11 MOP SINK

• REFER TO PLUMBING SCHEDULE

12 SHOWER CURTAIN AND ROD.

• MATCH CURTAIN FOR SHOWER UNITS

SUSPECTED TIE BEAM BELOW GRADE CONNECTING RIGID FRAME BASES.

• THE BEAM IS NOT CONFIRMED BUT IS TYPICAL WITH PRE-ENGINEERED

BUILDING STRUCTURES.

• THE CONTRACTOR SHALL X-RAY FOR DEPTH AND PROTECT BEAM AND REBAR

FROM DAMAGE DURING ANY SLAB CUT AND PATCH OPERATIONS.

EXISTING WALL TO REMAIN. CUT AND PATCH AS REQUIRED

FOR PLUMBING CONNECTIONS TO THE UTILITY SINK.

SCREW NEW WALLS INTO NEW PLYWOOD SHEATHING AT 16"

O.C. VERTICALLY, TYP.

(i) - install 3-1/2"sound batt insulation, full height of gyp.

bd. in wall system, typ. unless noted otherwise.

PARTITION SUB-NOTES (-)

(sj) - Seal penetrations and joints

(b) - Provide 3/4" plywood or 2x blocking for attachment of wall hung elements

(t) - install L metal molding at top of wall, each side.

(as) - install acoustical sealant at bottom of wall, typ.

36" x 48" CLEAR FLOOR SPACE

INSTALL 5/8" MMR GYP BD ABOVE SHOWER WALL ON ALL

THREE SIDES

36" x 48" CLEAR FLOOR SPACE

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a

6.

or a, C

O

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

A1.5

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

Scale: 3" = 1'-0"

WALL CONNECTION DETAIL2

Scale: 3" = 1'-0"

CEILING DETAIL1

5/8" MMR, SAG RESISTANT GYP BD RATED FOR

CEILING APPICATIONS

NAT'L GYP. GOLD BOND XP CEILING BD

SLOTTED DEFLECTION TRACK

ATTACH TO COLD ROLLED CHANNEL WITH TWO

#8 x 1" SELF DRILLING (TEK-1) SCREWS AT EACH CONNECTION

SILICONE SEALANT, TYP. EACH SIDE

SHOWER UNIT

5/8" MMR GYP BD ATTACHED TO PLYWOOD

SHEATHING ABOVE SHOWER UNIT

1-1/2" x 16 GAUGE COLD ROLLED CHANNEL AT END OF WALL

• SPAN BETWEEN EXISTING PURLINS

"L" MOLD AT CEILING EDGE

• TYPICAL AROUND PERIMETER OF

SUSPENDED GYP BD CEILING.

• DO NOT ATTACH GYP. BD. TO MOLDING

• PAINT TO MATCH CEILING COLOR

EXTEND STUD AT END OF WALL UP TO A SLOTTED

DEFLECTION TRACK THAT IS ATTACHED TO A COLD

ROLLED CHANNEL

• INSTALL COLD ROLLED CHANNEL BETWEEN EXISTING

PURLINS.

SIMPSON SJC CLIP AT EVERY

ATTACH POINT BETWEEN PURLIN

AND COLD ROLLED CHANNEL

• FASTEN TO PURLIN WEB

WITH TWO #12 TEK SCREWS

3-5/8", 25 GA. CEILING FRAMING AT 16" O.C.

• CEILING FRAMING TO BRACE WALL FRAMING

SILICONE SEALANT, TYP. EACH SIDE

EXISTING EXTERIOR WALL

EXISTING CORRIDOR WALL

7/8" x 25 GAUGE GALVANIZED HAT CHANNEL @ 16" O.C.

• CONNECT TO CRC WITH METAL FURRING CHANNEL

CLIPS (CLARKDIETRICH), TYP.

5/8" MMR GYP BD ATTACHED TO PLYWOOD

SHEATHING ABOVE SHOWER UNIT

SILICONE SEALANT, TYP. EACH SIDE

"L" MOLD AT GYP EDGE, TYP.

"L" MOLD AT CEILING EDGE

• TYPICAL AROUND PERIMETER OF

SUSPENDED GYP BD CEILING.

• DO NOT ATTACH GYP. BD. TO MOLDING

• PAINT TO MATCH CEILING COLOR

SET GYP. BD. IN A BED OF SEALANT, TYP SET GYP. BD. IN A BED OF SEALANT, TYP

Scale: 3" = 1'-0" CEILING DETAIL2Scale: 3" = 1'-0"

CEILING DETAIL3Scale: 3" = 1'-0"

CEILING DETAIL4

SHOWER UNIT

1 ADDENDUM #1

SEPT 3, 2026

EXISTING ROOF PURLIN, TYP.

1/8"

3/4" RADIUS COVE

EPOXY FLOORING

4" C

OV

E

SEALANT

ALUMINUM EDGE TRIM

ADHESIVE

FRP PANEL

1/8"

3/4" RADIUS COVE

EPOXY FLOORING

4" C

OV

E

SEALANT

COVE TRIM

ALUMINUM

EDGE TRIM

SEALANT

PANEL

ADHESIVE

SHEET:

PROJECT NUMBER

ISSUE DATE

REVISIONS

ISSUE DESCRIPTION

S . O de ss a

6.

or a, C

O

E OF COLORADO

L I C EN S E D ARCHI T

EC

T

JEFFREY A.

JONES

C-4659

Th is do cu m en t, an d th e in fo rm at io n co nt ai ne d he re in ar e th e ex clu siv e pr op er ty o f

Da vi s/ Jo ne s A rc hi te ct ur e, In c.

An y us e, d up lic at io n, o r tr an sf er o f t he se d oc um en ts w ith ou t t he e xp re ss ed w rit te n co ns en t o f D av is

Jo ne s A rc hi te ct ur e, In c.

is st ric tly p ro hi bi te d c 2026 Davis / Jones Architecture, Inc.

All rights reserved.

JA

D av is

/ J on es

ABI-1

26-006

August 20, 2026

Re st ro om

R em od el

A ur or a

C O

B ui ld in g

B uc kl ey S pa ce

F or ce B as e

Issued for Bidding

Scale: 3/8" = 1'-0"

NEW WORK FINISH PLAN3

ABI #1 FINISH PLAN NOTES TO DWG

PREPARE CONCRETE SUB FLOOR PER MANUFACTURERS

INSTRUCTIONS AND INSTALL NEW EPOXY FLOOR SYSTEM

WITH 4" COVE BASE.

• REFER TO VENDORS MASTER SURFACE PREPARATION

GUIDE FOR MORE INFORMATION.

A. INSURE THE SURFACE IS PROFILED, CLEAN, DRY, OIL

FREE AND SOUND.

B. SHOT BLAST THE FLOORING SURFACE.

C. DO NOT APPLY COATING IF THE SURFACE

TEMPERATURE IS A MINIMUM 5 DEG. F ABOVE THE

DEW POINT.

• REFER TO SPECIFICATIONS FOR ADD'L INFORMATION

EPY-1

EPY-1

EPY-1

REFER TO INTERIOR ELEVATIONS FOR WALL FINISHES

LEGEND

EPY-1 RESINOUS FLOOR FINISH

• REFER TO SPECIFICATIONS

Scale: 1:1

TOP EDGE FRP DETAIL1

Scale: 1:1 COVE TRANSITION W/ FRP DETAL2 Scale: 1:1

COVE TRANSITION DETAIL2A

LOCATION OF EPY-1 INTEGRAL COVE

REFER TO INTERIOR ELEVATIONS FOR DETAIL KEY

REFER TO INTERIOR ELEVATIONS FOR DETAIL KEY REFER TO INTERIOR ELEVATIONS FOR DETAIL KEY

ADDITIVE BID ITEMS

ABI #1 REPLACE THE BASE BID HEAT WELDED SHEET VINYL FLOORING (SPEC SECTION 096500) WITH A RESINOUS FLOORING (SPEC SECTION 096723)

CONTRACTOR RESPONSIBILITIES INCLUDE:

• REFER TO FLOOR PREP REQUIREMENTS IN THE SPECIFICATIONS INCLUDING THE SHOT BLAST REQUIREMENT.

• INCLUDE A 4" COVE BASE WITH CAP

ABI #1 REPLACE HEAT WELDED SHEET VINYL FLOOR WITH RESINOUS FLOORING

ELECTRICAL SPECIFICATIONS

DETAIL NOTE

REVISION TAG

UTILIZATION EQUIPMENT TAG

MECHANICAL/PLUMBING EQUIPMENT TAG

DESIGNATIONS

X xx

DETAIL NOTEX

X

XXX

NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT

LEGEND

CIRCUIT RUN IN OR UNDER FLOOR OR IN EARTH

POWER DISTRIBUTION

CIRCUIT RUN CONCEALED IN WALL OR CEILING

CIRCUIT RUN SURFACE MOUNTED

MAGNETIC STARTER OR CONTACTOR

ELECTRIC METER - UTILITY METER U.O.N.

CONTACT - NO - # INDICATES ASSOC. COIL

PULLOUT FUSED DISCONNECT

SWITCHBOARD OR EQUIPMENT ENCLOSURE

NON-FUSED DISCONNECT SWITCH

FLEXIBLE CONNECTION TO EQUIPMENT

HOMERUN - ARROWS INDICATE # OF PHASE COND.

PAD MOUNTED TRANSFORMER

OVERHEAD SERVICE ENTRANCE

CONDUIT STUB - CAP IF UNDERGROUND

OR T

JORJ/B

OR

M OR

CT

M

TRANSFORMER

JUNCTION BOX

TRANSFER SWITCH

CONDUIT UP, CONDUIT DOWN

FUSED DISCONNECT SWITCH

CURRENT TRANSFORMER

COMBINATION STARTER

GROUNDING ELECTRODE

GENERATOR

MOTOR

NF

CIRCUIT BREAKER

SWITCH WITH FUSE

OVERLOAD RELAY

ELECTRICAL PANEL

E G

SWITCH

CONTACT - NC - # INDICATES ASSOC. COIL

KIRK KEY INTERLOCK - # INDICATES RELATED KEYSKKI 2

COIL - # INDICATES ASSOCIATED CONTACTM2

M2

M2

AC POWER SOURCE

DC POWER SOURCE

SURGE PROTECTIVE DEVICESPD

ENERGY-REDUCING MAINTENANCE SWITCHERMS

GROUND-FAULT PROTECTION OF EQUIPMENTGFPE

VFD/DISCONNECT COMBOVFD

ABBREVIATIONS

WP

UON

UC

GFI/GFCI

N OR (N)

R OR (R)

O.C.

TL

IG

G OR GND

AC

AFI/AFCI

FLR

CLG

E OR (E)

CD

AFF

AIC

AFG

LET-THROUGH FAULT CURRENT (RMS SYMMETRICAL)

PERSONNEL GROUND-FAULT PROTECTION (.5ma)

AVAILABLE FAULT CURRENT (RMS SYMMETRICAL)

ISOLATED GROUND

UNDER COUNTER

WEATHER PROOF

UNLESS OTHERWISE NOTED

ON CENTER

RELOCATE

GROUND

TWIST-LOCK

NEW

AMPERE INTERRUPTING CAPACITY (MINIMUM RATING)

ARC-FAULT CIRCUIT INTERRUPTER

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

FLOOR MOUNTED

CEILING MOUNTED

ABOVE COUNTER

EXISTING

CORD DROP

ST SHUNT-TRIP

NO/NC NORMALLY OPEN/NORMALLY CLOSED

ATS AUTOMATIC TRANSFER SWITCH

XP EXPLOSION PROOF

TR TAMPER RESISTANT

DT DUST TIGHT

SCCR SHORT CIRCUIT CURRENT RATING

GF/GFPE GROUND-FAULT PROTECTION OR EQUIPMENT

XFMR TRANSFORMER

EGC EQUIPMENT GROUNDING CONDUCTOR

GEC GROUNDING ELECTRODE CONDUCTOR

BND BONDING JUMPER

OCPD OVERCURRENT PROTECTIVE DEVICE

MTS MANUAL TRANSFER SWITCH

ISC

ILT

WM

PM12

DEVICES & EQUIPMENT

WIREMOLD - AS SPECIFIED ON PLAN

FLUSH FLOOR OUTLET (DEVICE AS INDICATED)

PLUGMOLD - # INDICATES RECEPTACLE SPACING O.C.

SIMPLEX RECEPTACLE: 125V, 15A/20A AS REQUIRED

DUPLEX RECEPTACLE: 125V, 15A/20A AS REQUIRED

FOUR-PLEX RECEPTACLE: 125V, 15A/20A AS REQUIRED

HALF-SWITCHED RECEPTACLE: 125V, 15A/20A AS RQ'D

SPECIAL PURPOSE RECEPT. - V AND A AS REQUIRED

THERMOSTAT

DAMPER MOTOR

BELL, CHIME, OR BUZZER

HOOD CONNECTIONH

T

D

POWER/DATA POLE (DIVIDED)PP

POWER POLE

CLOCK RECEPTACLE

PP

FACELESS GFCI OUTLET - READILY ACCESSIBLEG

POWER OUTLET FURNITURE WHIPP

INTERSYSTEM BONDING TERMINATION DEVICE

SIMPLEX RECEPTACLE WITH (2) USB PORTS

DUPLEX RECEPTACLE WITH (2) USB PORTS

FOUR-PLEX RECEPTACLE WITH (4) USB PORTS

USB

USB

USB

IBTD

LOWERCASE LETTER ADJACENT TO OUTLET INDICATES SWITCHING

FUNCTION AND ZONE. NUMBER ADJACENT TO LOWERCASE LETTER

INDICATES SUB-ZONE.

DUPLEX RECEPTACLE, 1/2 AUTOMATIC CONTROLLED

WITH INTEGRAL LOAD CONTROLLER, 20A

DUPLEX RECEPTACLE, SPLIT-WIRED, 1/2 AUTOMATIC

CONTROLLED, 20A

CORD REEL CEILING/PENDANT - DEVICE AS INDICATED

CORD REEL WALL - DEVICE AS INDICATED

HEAT TRACE CONTROL PANEL WITH INTEGRAL GFPEHTCP

K

OR

EM

NL

TRACK LIGHT

LIGHTING

EXIT LIGHT (90 MIN BATTERY)

WALL MOUNTED FIXTURE

SURFACE LIGHT FIXTURE

RECESSED WALL WASHER

STRIP LIGHT

RECESSED LIGHT FIXTURE

RECESSED FIXTURE

INDICATES…