SFCC-ADDENDUM 1-COMPLETE 6-1-26.pdf

HGF Architects, 2602 N. Elizabeth St. Pueblo, Colorado 81003 719-543-7600 asmith@hgfarch.com

ADDENDUM 1:

CODE, ADA, HVAC UPGRADES

CREATIVE ARTS BUILDING, COLORADO STATE FAIR

1001 BEULAH AVE

PUEBLO, CO

DATE:6/1/26

This Addendum consists of 3 pages, and 6 architectural sheets, 1 structural sheet, 3 MPE sheets

This Addendum is issued to all known bidders. Bidders shall attach this Addendum to the scope of work and acknowledge receipt on the Bid Form. All information and instructions given herein shall become a part of the contract documents.

CIVIL ITEMS

NO ITEMS

LANDSCAPING ITEMS

NO ITEMS

ARCHITECTURAL ITEMS

SPECIFICATION ITEMS

ITEM A1; PROJECT MANUAL, SECTION 075419

Add the following to 1.3A submittals:

E: Wind uplift criteria F: Roofing System Attachment

ITEM A2; PROJECT MANUAL, SECTION 075419

Revise 1.01.B.6 as follows:

Flat roofs (phase 2) shall receive 1 layer 5/8” adhered primed gypsum cover board. Curved roofs (phase 1, Add Alt. 2) shall receive 2 layers of 1/4” adhered primed gypsum cover board.

DRAWING ITEMS

ITEM A3; Sheet CA1.1-1 A list of Deferred Items has been added to CA1.1-1 summarizing Building Code Deficiencies that are not being addressed in this phase of the work.

ITEM A4; SHT. A2.0-1, EVAP COOLERS

2 existing evap. coolers have been replaced under separate contract and identified by note D8.3 existing evap. coolers are to be removed as per D3-1, (and will not be replaced). 4 evap. coolers are being removed as per D3-1 (and being replaced.)

ITEM A5: SHT. A2.1-1

Drawing 2/A2.1-1, Partial Site Plan has been added to sheet A2.1-1. Work shown is:

-Remove and replace existing concrete walk/ ADA curb ramp.

-Remove existing tree.

-Note: existing memorial bench shall remain. Protect from damage during construction operations.

-Backfill note at trenching added

ITEM A6; SHT A2.1-1, CONSTRUCTION NOTE 32.01

Construction Note 32.01 has been revised on all sheets. (“…2” to 4” river rock over landscape fabric w/ landscape edging…”).

ITEM A7; SHT A2.4-1

Add Room Finish Schedule to Sheet A2.4-1. Note: Details 2,3,4,5, A2.4-1 have been revised to reflect Room Finish Schedule.

ITEM A8; SHT A2.4-1

Add Room Finish Notes to Sheet A2.4-1

ITEM A9; DRAWING 5/A4.1-1

Detail 5/A4.1-1 has been revised.

ITEM A10; CONSTRUCTION NOTE 10.1/ A2.1-1

Construction Note 10.1 has been revised on all sheets.

ITEM A11; DOOR HARDWARE SCHEDULE, SHT. A5.1-1

Hardware Schedule has been revised. Hardware sets HW1 and HW2 to be issued in phase 2, HW3 and HW4 have been revised.

STRUCTURAL ITEMS

Prepared by: Valentine Engineering

ITEM S1; SHT S1-1

Note A, Sheet S1-1 has been revised regarding dead load of sprinkler system.

ITEM S2: SHT S1-1

Delete detail 2/S1-1. Detail does not apply.

ITEM S3; SHT S1-1

Add detail 1 to sheet S1-1.

MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION ITEMS

Prepared by: BCER Engineering

This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 13, 2026, as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.

CHANGES TO DRAWINGS:

1. Sheet E1.1 ELECTRICAL SITE PLAN. Added view scale

2. Sheet E3.1 LIGHTING PLAN. Added circuits for emergency lighting at the egress doors

3. Sheet E5.1 ELECTRICAL ONE-LINE DIAGRAM. Revised feeder

ATTACHMENTS: Sheet E1.1 ELECTRICAL SITE PLAN, Sheet E3.1 LIGHTING PLAN, Sheet E5.1 ELECTRICAL

ONE-LINE DIAGRAM

END OF ADDENDUM

R

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APPROX. BUILDING WIDTH

114' - 7"

37' - 0" 40' - 7" 37' - 0"

(E) WOMENS(E) WOMENS

(E) MENS(E) MENS

(E) ELEC/ MECH(E) ELEC/ MECH

(E) ACCESS(E) ACCESS

(E) ACCESS(E) ACCESS

(E) PLATFORM(E) PLATFORM

(E) EVENT HALL(E) EVENT HALL

(E) KITCHEN(E) KITCHEN

(E) STOR.(E) STOR.

(E) STOR.(E) STOR.

532/15 S.F.=35 OCCUPANTS

436 S.F./ 200=3 OCCUPANTS

14,016/15 S.F.=934 OCCUPANTS (BANQUET HALL)

14,016/30= 468 OCCUPANTS (EXHIBITION SPACE)

PASSAGEPASSAGE

PASSAGEPASSAGE

EXISTING ADJACENT

RESTROOM FACILITIES

4.1

4.1

5.1

5.1

2.1

2.1

1.1

1.1

WATER ENTRY ROOMWATER ENTRY ROOM

FAMILY R.R.FAMILY R.R.

HATCHED AREA INDICATES AREA OUTSIDE

OF 75' RADIUS OF EXISTING FEC.

2 NEW ONES ADDED.

PH1.1 CONSTRUCT WATER ENTRY ROOM/ FAMILY

RESTROOM AS SHOWN ON 1/A2.4-1

PH1.2 REMOVE EXISTING ROOFING DOWN TO ROOF DECKING

AND INSTALL NEW ROOFING AS PER ROOF PLAN,

1/A2.3-1. NOTE: HIGH BAY AREA ONLY IN PHASE 1

THIS INCLUDES REMOVAL AND REPLACEMENT OF

EXISTING GUTTERS AND DOWNSPOUTS FOR HIGH BAY

AREA

PH1.3 REMOVE EXISTING EVAP COOLERS AND INSTALL NEW

INDIRECT EVAP COOLERS AS PER MECH.

PH1.4 INSTALL NEW ELECTRICAL SERVICE/ POWER/ EGRESS

LIGHTING AS PER ELEC.

PH1.5 PROVIDE NEW FIRE SPRINKLER SYSTEM THROUGHOUT

BUILDING FIRE SAFETY DRAWINGS.

PH1.6 PROVIDE SITE DRAINAGE IMPROVEMENTS AS

INDICATED ON DRAWINGS

WORK SUMMARY:WORK SUMMARY:

DEFERRED ITEMS:DEFERRED ITEMS:

NOTE: PHASE 1 AS DESCRIBED IN THESE DOCUMENTS DOES

NOT ADDRESS ALL KNOWN BUILDING CODE DEFICIENCIES.

THOSE DEFICIENCIES ARE TO BE RESOLVED UNDER SEPERATE

CONTRACT IN A FUTURE PHASE. THOSE DEFICIENCIES INCLUDE:

FA interconnection with mechanical HVAC systems Accessible Door Operators needed Accessible lift to the Platform Exterior Egress Lighting Kitchen electrical circuit & GFI corrections Replace HVAC equipment and perform associated structural improvements Replacing entire roof, not just high bay barrell roof Exterior wall repairs New storefront doors Replace water heater

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

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CA1.1-1

CODE ANALYSIS PLAN

2024.011M24

ISSUED FOR BID

5/13/26

RBP/AHS

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1/8" = 1'-0"1 EXISTING CODE ANALYSIS PLAN

1 ADDENDUM 1 6-1-26

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9'

- 6

1"

114' - 7"

37' - 0" 40' - 7" 37' - 0"

APPROX. BUILDING WIDTH

114' - 7"

A4.1-1

A4.1-1

A4.1-1

A4.1-1

18' - 10" 18' - 2" 40' - 7" 18' - 2" 18' - 10"

4.1

4.1

5.1

5.1

2.1

2.1

1.1

1.1

9' - 10" 9' - 0" 9' - 0" 9' - 2" 40' - 7" 9' - 1" 9' - 1" 8' - 10" 10' - 0"

20' - 3 1/2" 20' - 3 1/2"

D1-2 (ROOF)

D1-1(ROOF)

D1-2 (ROOF)

D2-2

D2-2

D2.2

D2-2 D4-2D4-2

D3-1

D8.3

D3-1

D3-1

D3-1

D3-1

D3-1D8.3

D2-2

D2-2

D2-2

D3-2 D3-2

D3-2

D6-1

D7-1

D1-1 (ROOF)

D8-1

D9-1

GENERAL DEMOLITION NOTES:GENERAL DEMOLITION NOTES:

-NOT ALL DEMOLITION ITEMS ARE LISTED ON THIS SHEETS. REFER TO MPE

SHEETS FOR ADDITIONAL DEMOLITION ITEMS.

DEMOLITION NOTES:DEMOLITION NOTES:

D1-1 EXISTING HIGH BAY BARREL VAULT ROOFING SHALL BE REMOVED IN

IT'S ENTIRETY DOWN TO EXISTING WOOD DECKING. REMOVE ALL

ASSOCIATED ROOF FLASHING AS REQUIRED FOR NEW ROOF

INSTALLATION. NOTE: THIS WORK IS PART OF ADD ALTERNATE 2.

D1-2 WORK IN FUTURE PHASE TO BE DETERMINED, N.I.C.

D2-1 REMOVE ALL EXISTING GUTTERS AND DOWNSPOUTS AT HIGH BAY

ROOF AREA AND DISCARD., RE: ROOF PLAN FOR LOCATION

D2-2 WORK IN FUTURE PHASE TO BE DETERMINED, N.I.C.

D3-1 REMOVE 4 EXISTING EVAP COOLERS AND DISCARD. NOTE: THIS WORK

IS PART OF ADD ALTERNATE 1.

D3-2 WORK IN FUTURE PHASE TO BE DETERMINED, N.I.C.

D4-2 WORK IN FUTURE PHASE TO BE DETERMINED, N.I.C.

D5 EXISTING DISPLAY CASES SHALL REMAIN.

D6-1 REMOVE PORTION OF EXISTING DISPLAY CASES AS REQUIRED FOR

NEW INSTALLATION OF NEW WALL/ ROOM CONSTRUCTION.

D7-1 REMOVE EXISTING ELECTRICAL PANEL AS PER ELEC. DRAWINGS

D8-2 INSTALL DOOR OPERATOR FOR EXISTING MENS ROOM DOOR

D8-3 EXISTING EVAP COOLER HAS RECENTLY BEEN REPLACED UNDER

SEPERATE CONTRACT AND SHALL REMAIN.

D9-1 REMOVE EXISTING LANDSCAPING PLANTER/ CURB ALONG EAST EDGE

OF BUILDING.

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BASEMENTBASEMENT

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

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A2.0-1

FLOOR PLAN-EXISTING

2024.011M24

ISSUED FOR BID

5/13/26

RBP/AHS

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1/8" = 1'-0"1 PHASE 1 EXIST. CONDITIONS PLAN

N

1/8" = 1'-0"2 FLOOR PLAN BASEMENT-EXISTING

UP

UPUP

E6

(E) TRANSFORMER

(E) TRANSFORMER

(E) TRANSFORMER

**REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS**

EXTERIOR PULL BOX

SURFACE MOUNTED +18"

EXTERIOR CONDUIT ROUTED

BELOW CONCRETE WALKWAY

INTERIOR CONDUIT ROUTED

ABOVE CEILING.

GENERAL NOTES

MM

7+00

W

W

W

W

W

Control Pt. #9Top of 60d SpikeElevation=4,796.87'City of Pueblo Datum

Control Pt. #10Top of PK NailElevation=4,800.93'City of Pueblo Datum

ADMIN.

BLDG.

KFC

BLDG.

BAND

SHELL

REST

ROOM

CULTURALHERITAGE

BLDG.

R

EST

R O

O M

COLOPALOOZA CONCOURSE

COLORADO CONCOURSE

E

CL.B

CL.B

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A4.1-1

A4.1-1

A4.1-1

A4.1-1

4.1

4.1

5.1

5.1

2.1

2.1

1.1

1.1

103 104

9'

- 8

/2

14' - 6" 6" 9' - 1 1/4"

102 E101

P1.1 P1.1

P1.1

P1.2

A2.4-1

WATER ENTRY ROOMWATER ENTRY ROOM

FAMILY R.R.FAMILY R.R.

(E) ELEC/ MECH(E) ELEC/ MECH

110 (E) MENS(E) MENS

(E) ACCESS(E) ACCESS

(E) ACCESS(E) ACCESS

(E) PLATFROM(E) PLATFROM

(E) WOMENS(E) WOMENS

(E) STOR.(E) STOR.

(E) STOR.(E) STOR.

(E) KITCHEN(E) KITCHEN

(E) EVENT HALL(E) EVENT HALL

E107

26.02

26.0226.02

26.02

26.02

26.02

26.02

26.02

26.02

26.02

26.01

23.05

10.01

10.01 10.01

10.02

10.02

10.04 10.04

10.03 10.03

10.03

32.01

E108

E112

E111E115E110E109

E114

E113

ADD ALTERNATES:ADD ALTERNATES:

ADD ALTERNATE 1:

INSTALLATION OF 6 EVAP COOLERS AS PER MECHANICAL

AND IDENTIFIED ON ROOF PLAN. ADD ALTERNATE SHALL

INCLUDE ALL WORK ASSOCIATED WITH THE REMOVAL OF

EXISTING EVAP COOLERS AND INSTALLATION OF NEW EVAP

COOLERS AS INDICATED ON ROOF PLAN BY

CONSTRUCTION NOTE 23.01. ADD ALTERNATE INCLUDES

ALL MISC. FLASHING, CURBS AND ALL RELATED WORK TO

THE REMOVAL OF EXIST. AND INSTALLATION OF NEW EVAP

COOLERS.

ADD ALTERNATE 2:

INSTALLATION OF NEW ROOFING AS IDENTIFIED BY

CONSTRUCTION NOTE 7.02. ADD ALTERNATE SHALL

INCLUDE ALL WORK ASSOCIATED WITH THE REMOVAL OF

EXISTING ROOFING AND INSTALLATION OF NEW ROOFING

AS INDICATED ON ROOF PLAN. ADD ALTERNATE INCLUDES

ALL MISC. FLASHING, CURBS AND ALL RELATED WORK TO

THE REMOVAL OF EXISTING ROOFING AND NEW ROOFING

INSTALLATION.

A

B

A4.1-1

P1.4

P1.4

P1.4

P1.4

09.01

PARTITION TYPE -P1.1

FIRE RATING: 0

1 LAYER OF 5/8" GYP.

BOARD EACH SIDE OF 3

1/2" WD. STUDS AT 16"

O.C.

PARTITION TYPE -P1.2

FIRE RATING: 0

1 LAYER OF 5/8" GYP. BOARD

EACH SIDE OF 5 1/2" WD.

STUDS AT 16" O.C.

PARTITION TYPE -P1.3

FIRE RATING: 0

1 LAYER OF 5/8" GYP.

BOARD OVER 1 SIDE OF 3

1/2" WD. STUDS AT 16"

O.C. OVER OVER 1/2" AIR

SPACE OVER EXISTING

WALL SURFACE

PARTITION TYPE -P1.4

FIRE RATING: 1HR.

2 LAYERS OF 5/8" TYPE X

GYP. BOARD OVER 1 SIDE

OF 2X4 WD. FURRING

STUDS AT 16" O.C. OVER

OVER OVER EXISTING WALL

SURFACE

CREATIVE ARTS BUILDING

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1' - 0"6' - 0" 5' - 0" 6' - 0"

6'

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8' - 0"

RE

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REMOVE AND REPLACE CONC.

18' - 0"

5'

- 0

1/

M

AX

DECT. WARNING STRIP

10% SIDE FLARE

EXISTING TREE SHALL BE

REMOVED TO 12" BELOW

GRADE.

HATCHED AREA (APPROX.

400 SQ. FT) INDICATES

AREA TO BE REGRADED

TO MATCH EXIST. GRADE

AND PATCHED WITH NEW

SOD LANDSCAPING

NEW 4" SAN. LINE, PATCH

CONC. WALK AS REQUIRED

(SHOWN SHADED).

PROVIDE SAND BED 6" BELOW AND

12" ABOVE ALL UTILITY PIPING.

COMPACT TRENCH BACKFILL TO

95% IN PAVED AREAS AND 90% IN

UNPAVED AREAS. PROVIDE FLOW

FILL AT PAVEMENT CROSSINGS, AND

WHERE INDICATED.

EXISTING MEM. BENCH

SHALL REMAIN, PROTECT

DURING CONST.

OPERATIONS

NEW CONC. SHOWN

SHADED

ASPHALT PATCH AS

REQUIRED

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

DIVISION 01 GENERAL REQUIREMENTSDIVISION 01 GENERAL REQUIREMENTS

CONSTRUCTION NOTESCONSTRUCTION NOTES

OPEN

DIVISION 02 EXISTING CONDITIONSDIVISION 02 EXISTING CONDITIONS

02.01 EXISTING ROOF FRAMING SHALL REMAIN AS IS,

UNLESS INDICATED OTHERWISE ON STRUCTURAL.

REFER TO STRUCTURAL FOR INFILL FRAMING AT

NEW EVAP COOLERS

02.02 EXISTING CEILING SHALL REMAIN

DIVISION 03 CONCRETEDIVISION 03 CONCRETE

OPEN

DIVISION 04 MASONRYDIVISION 04 MASONRY

OPEN

DIVISION 05 METALSDIVISION 05 METALS

OPEN

DIVISION 06 WOODS, PLASTIC, COMPOSITESDIVISION 06 WOODS, PLASTIC, COMPOSITES

OPEN

DIVISION 07 THERMAL AND MOISTURE PROTECTIONDIVISION 07 THERMAL AND MOISTURE PROTECTION

07.01 EXISTING ROOFING TO REMAIN, TO BE REPLACED IN

FUTURE AS PER ROOF TYPE RT-1

07.02 NEW ROOFING TYPE RT.2, SARNOFIL MEMBRANE

ROOFING, RE: ROOF TYPES FOR ADDITIONAL INFO.

NOTE: ADD ALTERNATE 2ADD ALTERNATE 2

07.03 EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN

IN PHASE 1.

07.04 NEW GUTTERS AND DOWNSPOUTS,NOTE: ADD ADD

ALTERNATE 2ALTERNATE 2

DIVISION 08 OPENINGSDIVISION 08 OPENINGS

08.01 INSTALL NEW ADA DOOR OPERATOR ON DOOR 102.

INSTALL NEW PEDESTAL MOUNT ACTUATOR/

PEDESTAL

08.02 INSTALL NEW ADA DOOR OPERATOR/ ACTUATOR ON

EXISTING MENS ROOM DOOR 107

08.03 INSTALL NEW ANOD. ALUM. STOREFRONT DOORS,

DOORS 103, 104

DIVISION 09 FINISHESDIVISION 09 FINISHES

09.01 FURR OUT EXISTING WALLS WITH 1 HOUR RATED

CONSTRUCTION AS PER INDICATED WALL TYPE AND

DETAIL 5/A4.1 . NOTE: PROVIDE 2 LAYERS OF 5/8"

TYPE X GYP. BD. OVER UNDERSIDE OF ALL EXISTING

PLATFORM FRAMING AS PER 5/A4.1.

DIVISION 10 SPECIALTIESDIVISION 10 SPECIALTIES

10.01 NEW SIGNAGE SHALL BE PLACED INDICATING

LOCATION OF ADDITIONAL BATHROOM FACILITES

VERBIAGE SHALL READ AS FOLLOWS: ADDITIONAL

RESTROOM FACILITIES ARE LOCATED IN ADJACENT

BUILDING TO THE WEST.

10.02 NEW SIGNAGE SHALL BE PLACED INDICATING

MAXIMUM OCCUPANT LOAD FOR BUILDING.

SIGNAGE VERBIAGE SHALL BE:

MAXIMUM OCCUPANT LOADS

EXHIBITION USE: 514

BANQUET HALL: 981

10.03 EXISTING FIRE EXTINGUISHER TO REMAIN, NO WORK

REQ'D.

10.04 NEW FIRE EXTINGUISHER INSTALLED ON EXISTING

COLUMN.

DIVISION 11 EQUIPMENTDIVISION 11 EQUIPMENT

OPEN

DIVISION 12 FURNISHINGSDIVISION 12 FURNISHINGS

OPEN

DIVISION 13 SPECIAL CONSTRUCTIONDIVISION 13 SPECIAL CONSTRUCTION

OPEN

DIVISION 23 MECHANICALDIVISION 23 MECHANICAL

23.01 NEW EVAP COOLERS, 4 THUS, RE: 6/A4.1-1 FOR CURB

DETAIL RE: MECH NOTE: ADD ALTERNATE 1ADD ALTERNATE 1

23.02 EXIST. REPLACED EVAP COOLER TO REMAIN

23.03 RTU TO BE INSTALLED IN THE FUTURE, N.I.C.

23.04 EXISTING MECH. VENT TO BE REMOVED. NOTE: ADD ADD

ALTERNATE 2 ALTERNATE 2

23.05 AREA BELOW THE PLATFORM SHALL BE FIRE

SPRINKLERED AS WELL AS 1 HR. SEPERATION

ASSEMBLY FROM PLATFORM ABOVE.

23.06 NEW EXHAUST FAN W/ RAIN HOOD AS PER MECH.

NOTE" PROVIDE 1/4"X 10"W. X 12"L. STL. PLATE

LINTEL AT EXISTING MAS. WALL. PROVIDE FLASHING/

SEALANT AS REQ'D AT PENETRATION

23.07 AT TWO LOCATIONS WHERE EXISTING EVAP COOLERS

HAVE BEEN REMOVED, PROVIDE INFILL FRAMING AND

ROOF PATCH.

23.08 EXISTING MECH. UNITS/ DUCTWORK SHALL REMAIN,

TO BE REPLACED IN FUTURE.

PH1.1 CONSTRUCT WATER ENTRY ROOM/ FAMILY

RESTROOM AS SHOWN ON 1/A2.4-1

PH1.2 REMOVE EXISTING ROOFING DOWN TO ROOF DECKING

AND INSTALL NEW ROOFING AS PER ROOF PLAN,

1/A2.3-1. NOTE: HIGH BAY AREA ONLY IN PHASE 1

THIS INCLUDES REMOVAL AND REPLACEMENT OF

EXISTING GUTTERS AND DOWNSPOUTS FOR HIGH BAY

AREA

PH1.3 REMOVE EXISTING EVAP COOLERS AND INSTALL NEW

INDIRECT EVAP COOLERS AS PER MECH.

PH1.4 INSTALL NEW ELECTRICAL SERVICE/ POWER/ EGRESS

LIGHTING AS PER ELEC.

PH1.5 PROVIDE NEW FIRE SPRINKLER SYSTEM THROUGHOUT

BUILDING FIRE SAFETY DRAWINGS.

PH1.6 EXISTING PLANTER ALONG EAST EDGE BUILDING

SHALL BE REMOVED, REPLACED WITH LANDSCAPING

STONE.

WORK SUMMARY:WORK SUMMARY:

DIVISION 26 ELECTRICALDIVISION 26 ELECTRICAL

26.01 NEW ELECTRICAL PANELS AS PER ELEC.

26.02 NEW ELEC. EXTENSION CORD REEL AS PER ELEC., 10

THUS

26.03 NEW LIGHTING FIXTURES, RE: ELEC. LIGHTING E3.1

FOR LIGHTING/ DEVICE LOCATIONS.

ALL OTHER DIVISIONSALL OTHER DIVISIONS

32.01 NEW LANDSCAPING STONE COVER (2" TO 4"

RIVER ROCK) OVER LANDSCAPE FABRIC WHERE

EXISTING PLANTER WAS REMOVED. EDGE WITH 2"

STAINLESS STL. EDGING SYSTEM AS MNFR'D BY

VODELAND OR EQ. SLOPE GRADE AWAY FROM

BUILDING. PROVIDE NEW SPLASH BLOCKS AT ALL

DOWNSPOUTS, SLOPE AWAY FROM BUILDING. NOTE:

2 SETS OF EXISTING STEPS SHALL REMAIN ALONG

EAST WALL.

NOTE: NOT ALL WORK SHOWN IN SUMMARY, REFER TO

DRAWINGS FOR ALL WORK

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A2.1-1

FLOOR PLAN

2024.011M24

ISSUED FOR BID

5/13/26

RBP/AHS

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1/8" = 1'-0"1 PHASE 1 FLOOR PLAN

1/8" = 1'-0"3 FLOOR PLAN BASEMENT-NEW WORK

3/4" = 1'-0"4 WALL TYPES

1 ADDENDUM 1 6-1-26

1" = 10'-0"2 PARTIAL SITE PLAN-NW CORNER

A

1 21.1

A2.4-1

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60" WIDE X 56" DEEP CLEAR FLOOR

SPACE

30" X 48 CLEAR FLOOR SPACE

14' - 6" 6" 9' - 1 1/4"

3 5/8"

1' - 6"

X 4

CL

EA

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4"

/2

5/ 8"

TA-1

TA-1

TA-2

TA-3

TA-6

TA3

TA5

2'

- 8

9'

- 8

/2

5/ 8"

1'

- 9

P1.1

P1.1

P1.1

P1.1

P1.2

P1.1

P1.3

M

IN

. R

EQ

'D

M

IN

. R

EQ

'D

FI

NI

SH

ED

1'

- 6

TA4

TA5

8'

- 0

PT-1

CWT-1

4"

SL-1

SL-2

TA5 TA-6

PT-1

CWT-1

8'

- 0

4"

SL-1

SL-2

4'

- 0

4'

- 0

4'

- 0

TA-6

TA-1

TA-2

TA-3

PT-1

SL-1

FIELD TILE-CWT-1

ACCENT TILE-CWT-2

SL-2

TA-1

TA-1

TA-1

TA-2

ADA

TA3

TA4

TA5

4'

- 0

PT-1

SL-1

FIELD TILE-CWT-1

ACCENT TILE-CWT-2

M

AX

S

IN

K

HE

IG

HT

2'

- 1

0"

FINISHED

1' - 6"

2'

- 0

8"

8'

- 0

SL-2

LAVATORY

AND MIRROR

BO

R

EF

LE

CT

IV

E

SU

RF

AC

E 3'

- 4 " M

AX

MA

X

2'

- 1

0"

UON

1' - 3" CLR

TOILET

SIDE GRAB BARS AND

TOILET PAPER

DISPENSER

2'

- 1

1"

1'

- 6

MAX.

1' - 0"

3' - 6" MIN.

3' - 4"

1'

- 6

3'

- 4

3' - 0" MIN.

MIN.

1' - 1"

18" MIN.

REAR GRAB BAR

"-1

9"

MINIMUM NONABSORBENT

WALL FINISH-

CONTRACTOR TO VERIFY

ACTUAL HEIGHT PER

FINISH DRAWINGS

NONABSORBENT

MATERIAL

7"-9"

URINAL AND

SCREEN

4'

- 0

1'

- 0

MA

X.

1'

- 5

PLANS

SEE FLOOR

SE

E

FI

NI

SH

D

RA

W

IN

GS

4'

- 0

" M

IN

MINIMUM NONABSORBENT

WALL FINISH -

CONTRACTOR TO VERIFY

ACTUAL HEIGHT PER

FINISH DRAWINGS

CEILING HUNG

TOILET PARTITION

VA

RI

ES

4'

- 1

0" 1'

- 0

8"

VARIES VARIES

VA

RI

ES

FIXTURE MOUNTING HIEGHTS

MIN.

1' - 11"

CL

CL

4' - 6" MIN.

CL

DIM TO SPOUT

EWC/DF

2'

- 1

1 1 /2"

3'

- 4

BOTTLE FILLER

AS OCCURS

MI

N.

2'

- 3

1 1 /2"

M

IN

SOAP DISPENSER

3'

- 4

C L

MIRROR

ONLY

BO

R

EF

LE

CT

IV

E

SU

RF

AC

E 2'

- 1 1"

M

AX

PAPER

TOWEL

DISPENSER

3'

- 0

WASTE

RECEPTACLE

2'

- 8

PAPER TOWEL/

WASTE

RECEPTACLE

MA

X.

4'

- 0

FEMININE

NAPKIN

DISPOSAL

2'

- 5

HAND DRYER

3'

- 4

BABY CHANGING

STATION

MA

X.

T O

RE

LE

AS

E

HA

ND

LE

4'

- 0

MOP AND

BROOM

HOLDER

5'

- 0

COAT

HOOK

4'- 0"

M

AX

A T

AC

CE

SS

IB

LE

5'

- 0

SHELF

4'

- 0

2' - 0"

HAIR DRYER

5'

- 0

SOAP DISH TOILET SEAT

COVER

DISPENSER

4'

- 0

VA

RI

ES

WALL CLEAN OUT

" M

AX

T

O T.

O.

C

ON

TR

OL

S

T O

W

OR

K

SU

RF

AC

E

TOILET PARTITION

(OVERHEAD BRACED)

2" 1'

- 1

4'

- 1

0"

TOILET ACCESSORY MOUNTING HEIGHTS

ROOM FINISH NOTES

PT-1

Sherwin Williams SW9585 Sunbleached

CWT-1

Pantheon tile "Cirque Blanco" 24"x24" Matte

CWT-2 ACCENT TILE

Emser Tile "MIZU" Green gloss

PFT-1 FLOOR TILE

Crossville Tile "Main Street" Color: Gallery Grey 18"x18" Stacked pattern installation

SL-1

Schulter base transition, Jolly -Radius edge trim, 3/8" alum. brushed nickel

SL-2

DILEX-AHK Cove Base 3/8" Alum. Brushed Nickel

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

P R

O J

E C

T N

U M

B E

R

As indicated

C O

D E

, A D

A , H

V A

C U

P G

R A

D E

S

B e u la h

A v e , P u e b lo

C o lo r a d o

A2.4-1

ENLARGED PLANS/ INTERIOR

ELEVATIONS

2024.011M24

ISSUED FOR BID

5/13/26

RBP/AHS

C O

L O

R A

D O

S T

A T

E F

A

IR

-D E

P A

R T

M E

N T

O F

A G

R

IC

U L

T U

R E

C r e a ti v e A r ts

B u il d in g

.0

M

1/2" = 1'-0"1 ENLARGED FAMILY BATHROOM PLAN

1/2" = 1'-0"2 INT. ELEV. NORTH-FAMILY RESTROOM

1/2" = 1'-0"3 INT. ELEV. EAST-FAMILY RESTROOM

1/2" = 1'-0"4 INT. ELEV. SOUTH-FAMILY RESTROOM

1/2" = 1'-0"5 INT. ELEV. WEST-FAMILY RESTROOM

1/4" = 1'-0"6 ADA MOUNTING FIXTURE HEIGHTS

TOILET ACCESSORY SCHEDULE

TYPE MARK ACCESSORY MANUFACTURER MODEL COMMENTS

TA-1 ADA GRAB BARS BOBRICK b6806x42; b6806x36;b6806x18vert.

TA-2 TOILET PAPER

DISPENSER

OFCI

TA-3 SANITARY

NAPKIN

DISPOSAL

OFCI

TA-4 24" X 36" FRAMED

MIRROR

BOBRICK

TA-5 BABY CHANGER Koala Care KB 300 TA-6 Adjustable Height

Changing Station Koala Kare KB3000

ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME

Finish

WALL MATERIAL

NORTH WALL

FINISH SOUTH WALL FINISH EAST WALL FINISH WEST WALL FINISH CEILING MATERIAL CEILING FINISH COMMENTSFLOOR FINISH BASE

001 BASEMENT EXIST. TO REMAIN RB GYP BD. PT-1 PT-1 PT-1 PT-1 GYP. BD. PT-1

101 (E) EVENT HALL EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN PAINT TO MATCH AT MISC.

CEILING PATCH AS REQUIRED

102 (E) KITCHEN EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

103 (E) STOR. EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

104 (E) STOR. EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

105 (E) WOMENS EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

106 (E) ACCESS EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

107 (E) PLATFORM EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

108 (E) ACCESS EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

109 (E) MENS EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

110 (E) ELEC/ MECH EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

111 PASSAGE EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

112 PASSAGE EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

113 FAMILY R.R. PFT-1 CWT-1 GYP BD. PT-1 CWT-1, CWT-2, PT-1 PT-1 PT-1 GYP. BD. PT-1 114 WATER ENTRY ROOM EXIST. TO REMAIN RB GYP BD. PT-1 PT-1, FRP PT-1 PT-1,FRP GYP. BD. PT-1 FRP SHALL RUN 6' LENGTH

FROM CORNER

116 STAGE LEFT EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

117 STAGE RIGHT EXIST. TO REMAIN EXISTING TO

REMAIN

EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN EXIST. TO REMAIN NO WORK IN THIS PHASE

LEVEL 1

100' - 0"

UPPER ROOF BEARING

117' - 6"

1 63 4

T.O.S.-HIGH

110' - 8"

2 5

A4.1-1

A4.1-1

LEVEL 0-BSMT.

95' - 0"

4.1 5.12.11.1

A4.1-1

32.01

LEVEL 1

100' - 0"

UPPER ROOF BEARING

117' - 6"

EA JIHGFDCB

T.O.S.-HIGH

110' - 8"

STAGE

104' - 0"

A4.1-1

LEVEL 0-BSMT.

95' - 0"

A4.1-1

09.01

07.02

A4.1-1

Sim

UPPER ROOF BEARING

117' - 6"

3 RT 2: NEW SARNOFIL

MEMBRANE ROOFING WITH

DECOR STRIPS OVER 2

LAYERS OF 1/4" COVER

BOARD OVER R-30 RIGID

INSUL. (APPROX 5.4") OVER

SELF ADHERED VAPOR

BARRIER OVER EXISTING

ROOF DECK

EXIST. ROOF DECK TO

REMAIN

EXIST. ROOF FRAMING

EXIST. MTL. TRUSS

EXIST. WALL SHALL REMAIN

NEW PRE-FIN. GALV.

SHT. MTL. GUTTER AND

DOWNSPOUT SYSTEM

NEW PRE-FIN. MTL.

FASCIA/ FLASHING

PANEL OVER ICE AND

WATERSHIELD

MEMBRANE OVER

1/2" PLYWOOD OVER

BLOCKING AS REQ'D

WRAP MTL. FASCIA/

FLASHING PANEL

UNDER AROUND AND

SNAP INTO WALL

FLASHING

AP

PR

OX

V.

I.F

1'

- 6

/4

4"

NOTE: EXISTING BEARING CONDITION SHOWN

IS APPROX. REQ'D BLOCKING MAY BE

DIFERENT THAN SHOWN.

A

T.O.S.-HIGH

110' - 8"

T.O.S.-LOW

109' - 8"

RT 2: NEW SARNOFIL

MEMBRANE ROOFING WITH

DECOR STRIPS OVER 2

LAYERS OF 1/4" COVER

BOARD OVER R-30 RIGID

INSUL. (APPROX 5.4") OVER

SELF ADHERED VAPOR

BARRIER OVER EXISTING

ROOF DECK

EXIST. ROOF DECK TO

REMAIN

EXIST. ROOF FRAMING

EXIST. MTL. TRUSS

EXIST. WALL SHALL REMAIN

NEW WD. BLOCKING AS

REQ'D.

NEW PRE-FIN. GALV.

SHT. MTL. GUTTER AND

DOWNSPOUT SYSTEM

NEW PRE-FIN. MTL.

FASCIA/ FLASHING

PANEL OVER ICE AND

WATERSHIELD

MEMBRANE OVER

1/2" PLYWOOD OVER

BLOCKING AS REQ'D

WRAP MTL. FASCIA/

FLASHING PANEL

UNDER AROUND AND

SNAP INTO WALL

FLASHING

AP

PR

OX

V.

I.F

1'

- 4

/4

4"

NOTE: EXISTING BEARING CONDITION SHOWN

IS APPROX. REQ'D BLOCKING MAY BE

DIFERENT THAN SHOWN.

EXISTING PLATFORM FRAMING

(3/4" PLYWOOD FLOORING

OVER 2X8 FLOOR JOISTS

2 LAYERS OF 5/8" TYPE X

GYP. BD. OVER 7/8"

RESILIENT CHANNEL AT 16"

O.C. (SIM. TO UL L501)

2 LAYERS OF 5/8" TYPE X GYP.

BD.

EXISTING FLOOR/ WALL

SHOWN SHADED

2X4 FLAT OVER EXISTING WALL

2X4 FLATWISE RUN VERTICAL

OVER EXISTING WALL NOTE: AT

CURVED WALL LOCATIONS, FURR

OUT WALLS WITH FLEXIBLE METAL

TRACK AND HAT CHANNELS

COUNTERFLASHING RECIEVER

FASTENERS, MAXIMUM 8" O.C.

COUNTERFLASHING FASTENED

APPROX. 18" O.C.

OPTIONAL, COUNTERFLASHING

EXTENDED DOWN TO PROTECT

AGAINST FOOT DAMAGE

SPECIFIED BASE FLASHING

INSULATION

RE: ROOF PLAN FOR ROOFING

TYPES

BASE SHEET

FLASHING PLY SHEET

OPTIONAL WOOD NAILE

RFASTENED TO DECK

TREATED WOOD NAILER (2X4)

ALTERNATE FRAME

LOCATION FOR HEAVY

UNITS

NAILABLE

DECK

NO

M

IN

AL

IM

UM

NO

M

AL

FG

D.

H

EI

GH

T

RE: STRUCTURAL FOR

FRAMING

BASE OF UNIT EXTENDS

1/2" MINIMUM BEYOND

AND DOWN TOP OF CURB

SEALANT MATERIAL-

MUST BE CONTINOUS

ALONG PERIMETER OF

UNIT

FLASHING RECIEVER

FASTENERS

NEW INSULATED CURB

1" M

IN

IM

UM

1/2" MINIMUM

COUNTERFLASHING

BASE FLASHING

MECH UNIT,

RE: MECH.

CANT STRIP

PROVIDE CAULK AT

TOP OF RECEIVER

NOTE: RECIEVER AND

FLASHING OCCURS ON

ARCHED SURFACE

EXPOSED FASTENER,

VERIFY SUBSTRATE

CONDITION PRIOR TO

INSTALL

SURFACE MOUNTED

RECEIVER

SNAP-LOCK FLASHING

COUNTERFLASHING

INSERTED INTO

RECEIVER

EXISTING BRICK

ROWLOCK CAP

EXISTING WALL

RT 2 ROOF TYPE, RE:

ROOF PLAN

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

DIVISION 01 GENERAL REQUIREMENTSDIVISION 01 GENERAL REQUIREMENTS

CONSTRUCTION NOTESCONSTRUCTION NOTES

OPEN

DIVISION 02 EXISTING CONDITIONSDIVISION 02 EXISTING CONDITIONS

02.01 EXISTING ROOF FRAMING SHALL REMAIN AS IS,

UNLESS INDICATED OTHERWISE ON STRUCTURAL.

REFER TO STRUCTURAL FOR INFILL FRAMING AT

NEW EVAP COOLERS

02.02 EXISTING CEILING SHALL REMAIN

DIVISION 03 CONCRETEDIVISION 03 CONCRETE

OPEN

DIVISION 04 MASONRYDIVISION 04 MASONRY

OPEN

DIVISION 05 METALSDIVISION 05 METALS

OPEN

DIVISION 06 WOODS, PLASTIC, COMPOSITESDIVISION 06 WOODS, PLASTIC, COMPOSITES

OPEN

DIVISION 07 THERMAL AND MOISTURE PROTECTIONDIVISION 07 THERMAL AND MOISTURE PROTECTION

07.01 EXISTING ROOFING TO REMAIN, TO BE REPLACED IN

FUTURE AS PER ROOF TYPE RT-1

07.02 NEW ROOFING TYPE RT.2, SARNOFIL MEMBRANE

ROOFING, RE: ROOF TYPES FOR ADDITIONAL INFO.

NOTE: ADD ALTERNATE 2ADD ALTERNATE 2

07.03 EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN

IN PHASE 1.

07.04 NEW GUTTERS AND DOWNSPOUTS,NOTE: ADD ADD

ALTERNATE 2ALTERNATE 2

DIVISION 08 OPENINGSDIVISION 08 OPENINGS

08.01 INSTALL NEW ADA DOOR OPERATOR ON DOOR 102.

INSTALL NEW PEDESTAL MOUNT ACTUATOR/

PEDESTAL

08.02 INSTALL NEW ADA DOOR OPERATOR/ ACTUATOR ON

EXISTING MENS ROOM DOOR 107

08.03 INSTALL NEW ANOD. ALUM. STOREFRONT DOORS,

DOORS 103, 104

DIVISION 09 FINISHESDIVISION 09 FINISHES

09.01 FURR OUT EXISTING WALLS WITH 1 HOUR RATED

CONSTRUCTION AS PER INDICATED WALL TYPE AND

DETAIL 5/A4.1 . NOTE: PROVIDE 2 LAYERS OF 5/8"

TYPE X GYP. BD. OVER UNDERSIDE OF ALL EXISTING

PLATFORM FRAMING AS PER 5/A4.1.

DIVISION 10 SPECIALTIESDIVISION 10 SPECIALTIES

10.01 NEW SIGNAGE SHALL BE PLACED INDICATING

LOCATION OF ADDITIONAL BATHROOM FACILITES

VERBIAGE SHALL READ AS FOLLOWS: ADDITIONAL

RESTROOM FACILITIES ARE LOCATED IN ADJACENT

BUILDING TO THE WEST.

10.02 NEW SIGNAGE SHALL BE PLACED INDICATING

MAXIMUM OCCUPANT LOAD FOR BUILDING.

SIGNAGE VERBIAGE SHALL BE:

MAXIMUM OCCUPANT LOADS

EXHIBITION USE: 514

BANQUET HALL: 981

10.03 EXISTING FIRE EXTINGUISHER TO REMAIN, NO WORK

REQ'D.

10.04 NEW FIRE EXTINGUISHER INSTALLED ON EXISTING

COLUMN.

DIVISION 11 EQUIPMENTDIVISION 11 EQUIPMENT

OPEN

DIVISION 12 FURNISHINGSDIVISION 12 FURNISHINGS

OPEN

DIVISION 13 SPECIAL CONSTRUCTIONDIVISION 13 SPECIAL CONSTRUCTION

OPEN

DIVISION 23 MECHANICALDIVISION 23 MECHANICAL

23.01 NEW EVAP COOLERS, 4 THUS, RE: 6/A4.1-1 FOR CURB

DETAIL RE: MECH NOTE: ADD ALTERNATE 1ADD ALTERNATE 1

23.02 EXIST. REPLACED EVAP COOLER TO REMAIN

23.03 RTU TO BE INSTALLED IN THE FUTURE, N.I.C.

23.04 EXISTING MECH. VENT TO BE REMOVED. NOTE: ADD ADD

ALTERNATE 2 ALTERNATE 2

23.05 AREA BELOW THE PLATFORM SHALL BE FIRE

SPRINKLERED AS WELL AS 1 HR. SEPERATION

ASSEMBLY FROM PLATFORM ABOVE.

23.06 NEW EXHAUST FAN W/ RAIN HOOD AS PER MECH.

NOTE" PROVIDE 1/4"X 10"W. X 12"L. STL. PLATE

LINTEL AT EXISTING MAS. WALL. PROVIDE FLASHING/

SEALANT AS REQ'D AT PENETRATION

23.07 AT TWO LOCATIONS WHERE EXISTING EVAP COOLERS

HAVE BEEN REMOVED, PROVIDE INFILL FRAMING AND

ROOF PATCH.

23.08 EXISTING MECH. UNITS/ DUCTWORK SHALL REMAIN,

TO BE REPLACED IN FUTURE.

PH1.1 CONSTRUCT WATER ENTRY ROOM/ FAMILY

RESTROOM AS SHOWN ON 1/A2.4-1

PH1.2 REMOVE EXISTING ROOFING DOWN TO ROOF DECKING

AND INSTALL NEW ROOFING AS PER ROOF PLAN,

1/A2.3-1. NOTE: HIGH BAY AREA ONLY IN PHASE 1

THIS INCLUDES REMOVAL AND REPLACEMENT OF

EXISTING GUTTERS AND DOWNSPOUTS FOR HIGH BAY

AREA

PH1.3 REMOVE EXISTING EVAP COOLERS AND INSTALL NEW

INDIRECT EVAP COOLERS AS PER MECH.

PH1.4 INSTALL NEW ELECTRICAL SERVICE/ POWER/ EGRESS

LIGHTING AS PER ELEC.

PH1.5 PROVIDE NEW FIRE SPRINKLER SYSTEM THROUGHOUT

BUILDING FIRE SAFETY DRAWINGS.

PH1.6 EXISTING PLANTER ALONG EAST EDGE BUILDING

SHALL BE REMOVED, REPLACED WITH LANDSCAPING

STONE.

WORK SUMMARY:WORK SUMMARY:

DIVISION 26 ELECTRICALDIVISION 26 ELECTRICAL

26.01 NEW ELECTRICAL PANELS AS PER ELEC.

26.02 NEW ELEC. EXTENSION CORD REEL AS PER ELEC., 10

THUS

26.03 NEW LIGHTING FIXTURES, RE: ELEC. LIGHTING E3.1

FOR LIGHTING/ DEVICE LOCATIONS.

ALL OTHER DIVISIONSALL OTHER DIVISIONS

32.01 NEW LANDSCAPING STONE COVER (2" TO 4"

RIVER ROCK) OVER LANDSCAPE FABRIC WHERE

EXISTING PLANTER WAS REMOVED. EDGE WITH 2"

STAINLESS STL. EDGING SYSTEM AS MNFR'D BY

VODELAND OR EQ. SLOPE GRADE AWAY FROM

BUILDING. PROVIDE NEW SPLASH BLOCKS AT ALL

DOWNSPOUTS, SLOPE AWAY FROM BUILDING. NOTE:

2 SETS OF EXISTING STEPS SHALL REMAIN ALONG

EAST WALL.

NOTE: NOT ALL WORK SHOWN IN SUMMARY, REFER TO

DRAWINGS FOR ALL WORK

P R

O J

E C

T N

U M

B E

R

As indicated

A4.1-1

CROSS SECTIONS

2024.011M24

ISSUED FOR BID

5/13/26

RBP/AHS

C O

D E

, A D

A , H

V A

C U

P G

R A

D E

S

B e u la h

A v e , P u e b lo

C o lo r a d o

C O

L O

R A

D O

S T

A T

E F

A

IR

-D E

P A

R T

M E

N T

O F

A G

R

IC

U L

T U

R E

C r e a ti v e A r ts

B u il d in g

.0

M

1/8" = 1'-0"1 CROSS SECTION 1

1/8" = 1'-0"2 CROSS SECTION 2

1 1/2" = 1'-0"3 ROOF DETAIL 1-HIGH BAY

1 1/2" = 1'-0"4 ROOF DETAIL 2-HIGH BAY

3/4" = 1'-0"5 FLOOR/ WALL DETAIL AT EXIST. BSMT.

07.02

23.08

07.0107.01

07.03

1 1/2" = 1'-0"6 ROOF CURB DETAIL

1 1/2" = 1'-0"7 FLASHING DETAIL

SIGN TYPE 'F' SIGN TYPE 'C'

SIGN TYPE 'E'

9"

RAISED TEXT AND

BRAILLE, # AT 'A'

OCCUPANCIES,

T.B.D. 101

PL-1

FROSTED RESIN

1/8" FROSTED BAND IN

BRIGHT ACCENT COLOR

7 1/2" 2 1/2"

ADMINISTRATION9"

10"

RAISED TEXT AND

BRAILLE, # AT 'A'

OCCUPANCIES,

T.B.D.

MAXIMUM

OCCUPANCY PL-1

FROSTED RESIN

1/8" FROSTED BAND IN

BRIGHT ACCENT COLOR

7 1/2" 2 1/2"

SIGN TYPE 'H'

SIGN TYPE 'D'

WOMEN

9"

10"

RAISED TEXT AND

BRAILLE, # AT 'A'

OCCUPANCIES,

T.B.D.

PL-1

FROSTED RESIN

1/8" FROSTED BAND IN

BRIGHT ACCENT COLOR

7 1/2" 2 1/2"

RESTROOM

9"

10"

RAISED TEXT AND

BRAILLE, # AT 'A'

OCCUPANCIES,

T.B.D.

PL-1

FROSTED RESIN

1/8" FROSTED BAND IN

BRIGHT ACCENT COLOR

7 1/2" 2 1/2"

9"

RAISED TEXT AND

BRAILLE, # AT 'A'

OCCUPANCIES,

T.B.D. 101

PL-1

FROSTED RESIN

1/8" FROSTED BAND IN

BRIGHT ACCENT COLOR

7 1/2" 2 1/2"

CHANGEABLE

CHANGEABLE

MESSAGE STRIP

FIRE RISER

RM

FIRE RISER

ROOM

" M

IN

- 6

0"

MA

X

" M

IN

- 6

0"

MA

X

CL

18" MIN

" M

IN

CLEAR SPACE:

CENTERED ON

RAISED CHARACTERS

GRAPHICS FROM ANSI STANDARD ACCESSIBLE AND USEABLE BUILDINGS

AND FACILITES (ICC A117.1-2009)

[FIGURE 703.3.11]

SIGNAGE MOUNTING HEIGHT AND LOCATION

FIGURE 703.3.10 HEIGHT OF RAISED CHARACTERS ABOVE FLOOR

FOR BRAILLE CHARATER MOUNTING HEIGHT SEE SECTION 703.4.5

FINISH FLOOR

TELEPHONE / DATA /

RECEPTACLES, ETC, RE: ELEC

NO

T T

O

EX

CE

ED

" W

HE

N

RE

: E

LE

C

TELEPHONE / DATA /

RECEPTACLES, ETC, RE: ELEC

TO

P

OF

C

OU

TN

ER

IS

2' -1

0" A

FF

RE: ELEC

NO

T T

O

EX

CE

ED

" A

FF

RE

: E

LE

C

WALL TELEPHONE / LIGHT

SWITHCES / KEYPAD, ETC, RE:

ELEC

TELEPHONE / DATA /

RECEPTACLES, ETC, RE: ELEC

FIRE ALARM AUDIO/VISUAL

NOTIFICATION DEVICE. E: ELEC

NO

T T

O

EX

CE

ED

" A

FF

3'

- 6

"F.E.C

D1

HM DOOR

D2

ANOD. ALUM. GLAZED DOUBLE DOOR

AS

P

ER

S

CH

ED

AS PER SCHED.

AS

P

ER

S

CH

ED

AS PER SCHED.

HM 1

HM FRAME

AL 1

ANOD. ALUM. FRAME

2" RE: SCHED. 2"

RE

: S

CH

ED

2"

RE

: S

CH

ED

2"

2" RE: SCHED. 2"

GL1 GL1

HARDWARE SCHEDULE

HW 1 (TO BE ISSUED IN FUTURE PHASE)HW 1 (TO BE ISSUED IN FUTURE PHASE)

HW2 (TO BE ISSUED IN FUTURE PHASE)HW2 (TO BE ISSUED IN FUTURE PHASE)

HW3HW3

-HINGES

-LOCKSET (RESTROOM COMMERCIAL ADA W/ INDICATOR SIM.

TO SCHLAGE B572)

-WALL STOP

HW4HW4

-HINGES

-LOCKSET (STOREROOM)

-WALL STOP

VARIES

RE: FLOOR PLAN FOR

WALL TYPES

SEALANT BOTH SIDES TYP.

H.M. FRAME

"Z CLIP WELDED TO FRAME

RE: DOOR SCHEDULE FOR

DOOR TYPE

STL. STUD TRACK AND

HEADER

H.M. FRAME, RE: FRAME TYPES

SEALANT BOTH SIDES TYP.

DBL. MTL. STUD

RE: FLOOR PLAN FOR

WALL TYPES

Z CLIP WELDED TO FRAME

DOOR, RE: SCHEDULE

VARIES

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

P R

O J

E C

T N

U M

B E

R

As indicated

C O

D E

, A D

A , H

V A

C U

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R A

D E

S

B e u la h

A v e , P u e b lo

C o lo r a d o

A5.1-1

SIGNAGE MOUNTING HEIGHT

CRITERIA

2024.011M24

ISSUED FOR BID

5/13/26

RBP/AHS

C O

L O

R A

D O

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A

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A G

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IC

U L

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C r e a ti v e A r ts

B u il d in g

.0

M

3" = 1'-0"1 INTERIOR SIGNAGE1

1/2" = 1'-0"2 SIGNAGE MOUNTING HEIGHT

3/8" = 1'-0"3 TYPICAL DEVICE MOUNTING

DOOR SCHEDULE

Door Number Door Type Frame Type Width Height Thickness Fire Rating Details Finish

HARDWAREHead Jamb Sill Door Frame Comments

102 EXIST. EXIST 6' - 0" 7' - 0" 2" 0 EXIST. EXIST. WORK DESCRIBED AT DOOR IN PH. 2 HW2

103 D2 AL1 6' - 0" 7' - 0" 2" 0 ANOD. ALUM/

GL-1

AND. ALUM. WORK DESCRIBED AT DOOR IN PH. 2 HW1

104 D2 AL1 8' - 0" 8' - 0" 2" 0 ANOD. ALUM/

GL-1

ANOD. ALUM. WORK DESCRIBED AT DOOR IN PH. 2 HW1

105 D1 HM1 3' - 0" 7' - 0" 1 3/4" 0 4/A5.1-1 5/A5.1-1 PT. PT. PH 1 HW3

106 D1 HM1 3' - 0" 7' - 0" 1 3/4" 0 4/A5.1-1 5/A5.1-1 PT. PT. PH 1 HW4

1/4" = 1'-0"

DOOR/ FRAME TYPES

3" = 1'-0"4 DOOR HEAD DETAIL-INTERIOR

3" = 1'-0"5 DOOR JAMB DETAIL-INTERIOR

ROOF FRAMING PLAN

N

W

S

E

1 2 3 CL 4 5 6

A

B

C

D

E

F

G

H

I

J

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

C O

D E

A

D A

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V A

C U

P G

R A

D E

S

B e u l a h

A v e

P u e b l o

C o l o r a d o

PHASE 1

ROOF FRAMING PLAN

DETAILS

GENERAL NOTES

25.046

C O

L O

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D O

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A

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C r e a t iv e A r t s B u il d in g

ISSUED FOR BID

JRV

1/8" = 1'-0"

5/20/26

S1-1

1. This project is designed in accordance with the International Building Code (IBC) 2021 Edition.

2. Dead Loads:

A. Roof . . . . . . . . . . 20 psf

3. Live Loads:

A. Roof (snow) . . . . 30 psf B. Wind . . . . . . . . . 115 mph (3 sec gust), Exposure 'C'

4. Wood:

A. Framing lumber shall be (U.N.O.):

(1) Headers: Hem-fir # 2 Fb/850, Ft/525, Fv/150, Fc perp/405, Fc/1,300, E/1,300,000, G/0.43

(2) Joists/Rafters: Hem-fir # 2 B. Wood construction shall be in conformance with the "National Design Specification for Wood Construction", and Chapter 23 of the IBC.

C. Simpson or MiTek connectors are specifically required to meet the structural calculations of these drawings. All nail holes shall be filled to produce the maximum hanger capacity.

See manufacturer for solid web blocking behind certain hangers that bear on steel beams.

(Simpson: 1-800-999-5099, MiTek: 1-800-328-5934) D. Stainless steel (or galvanized) connectors, fasteners and anchors shall be used with preservative-treated woods.

E. Versa-lam LVL (2.1E - noted V.L. on plans), shall be manufactured by Boise Cascade, or approved equivalent. Joists and beams shall not be modified without the written consent of the Structural Engineer.

5. Drawing Coordination:

A. Dimensions on these Structural drawings shall be verified with the Architectural drawings and any discrepancy shall be brought to the Architect's attention.

B. DRAWINGS SHALL NOT BE SCALED. Written dimensions shall take precedence over scaled measurements.

C. Shop drawings shall be prepared and drawn by the fabricator.

Copying these drawings for shop drawing use will not be permitted.

D. Any and all material substitutions shall be approved by the Structural Engineer prior to construction.

E. Valentine Engineering's electronic or digital seal or signature is effective only to that version of this document as originally published by Valentine Engineering. Valentine Engineering is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify validity or applicability of the seal or signature, contact Valentine Engineering.

GENERAL NOTES

P R

O J

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T N

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B E

R

.0

M

1 ADDENDUM 1 6/1/26

AutoCAD SHX Text FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND FRAMING RELATING TO EXIST'G STRUCTURE PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS DIFFER FROM THAT SHOWN, IMMEDIATELY NOTIFY ARCHITECT & ENGINEER (TYP.)

AutoCAD SHX Text

SCALE: 1/8"=1'-0"

AutoCAD SHX Text 159'-6"

AutoCAD SHX Text 20'-6"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 17'-9"

AutoCAD SHX Text 17'-9"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 21'-8"

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 6'-5"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 4'-2"

AutoCAD SHX Text 3'-5 "12"

AutoCAD SHX Text 4'-11"

AutoCAD SHX Text 4'-11"

AutoCAD SHX Text 4'-10"

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 6'-5"

AutoCAD SHX Text 4'-10"

AutoCAD SHX Text 4'-11"

AutoCAD SHX Text 4'-11"

AutoCAD SHX Text 3'-5 "12"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 18'-2"

AutoCAD SHX Text 20'-3 "12"

AutoCAD SHX Text 20'-3 "12"

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text

BENT

AutoCAD SHX Text

BENT

AutoCAD SHX Text

BENT

AutoCAD SHX Text 114'-7"

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text

HIGH TRUSS

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text

BENT

AutoCAD SHX Text

BENT

AutoCAD SHX Text

BENT

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text 2x6 at 16" TYP.

AutoCAD SHX Text 2x6 at 16" TYP.

AutoCAD SHX Text 2x10 at HIGH ROOF

AutoCAD SHX Text 4"x8" STEEL BEAMS (S 8x17.23 ?) TYP.

AutoCAD SHX Text 4}"x10_" STEEL BEAMS (S 10x23.33 ?) TYP.

AutoCAD SHX Text 9'-1"

AutoCAD SHX Text 9'-1"

AutoCAD SHX Text 8'-10"

AutoCAD SHX Text 8'-11"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 9'-2"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 8'-9"

AutoCAD SHX Text 4}"x10_" STEEL BEAMS (S 10x23.33 ?) TYP.

AutoCAD SHX Text 4"x8" STEEL BEAMS (S 8x17.23 ?) TYP.

AutoCAD SHX Text 3\" O.D.

AutoCAD SHX Text

EC-2: EXIST'G TO REMAIN

AutoCAD SHX Text

EC-1: EXIST'G TO REMAIN

AutoCAD SHX Text EC-3 530 lbs

AutoCAD SHX Text EC-4 530 lbs

AutoCAD SHX Text EC-5 530 lbs

AutoCAD SHX Text EC-6 530 lbs

AutoCAD SHX Text THE EXISTING 2x6 ROOF JOISTS AND STEEL BEAMS ARE CAPABLE OF SUPPORTING THE FOLLOWING LOADS: 1) DEAD LOAD = 20 PSF (INCLUDES NEW SPRINKLER SYSTEM) 2) SNOW LOAD = 30 PSF 4"x8" STEEL BEAMS THAT SUPPORT EC UNITS: SEE DETAIL 2/S1 FOR REQ'D WELDED CONNECTION. ROOF PATCH (2 LOCATIONS): 1) REMOVE BOTH North-South 2x6 HEADER JOISTS, AND "SISTER" A NEW East-West 2x6 ALONGSIDE THE EXISTING CUT 2x6. NEW 2x6 WILL SPAN FROM STEEL BEAM TO STEEL BEAM. NAIL NEW 2x6 TO EXISTING 2x6's. 2) INSTALL NEW 1x DECKING ON TOP OF 2x6's, MATCH EXISTING.

AutoCAD SHX Text

NOTES: A) B) C)

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text S1

AutoCAD SHX Text

AutoCAD SHX Text EC-1 and EC-2 (INSTALLED IN 2025): SEE 1/S1 FOR NEW HANGERS AND 2x6's REQUIRED

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

NOTE: C

AutoCAD SHX Text

NOTE: C

AutoCAD SHX Text

SCALE: 3/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

NEW EVAPORATIVE COOLER

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

(3) 2x6

AutoCAD SHX Text

EXIST'G OPENING

AutoCAD SHX Text

EXIST'G STEEL BEAM BELOW

AutoCAD SHX Text NAIL TWO NEW 2x6's TO EXIST'G 2x6's

AutoCAD SHX Text

INSTALL SIMPSON LUS26 HANGERS AT EXIST'G CONNECTIONS

AutoCAD SHX Text

AutoCAD SHX Text

KFC

BLDG.

BAND

SHELL

CREATIVE

ARTS

BUILDING

CULTURAL

R E

S T

R O

O M

MM

GENERAL NOTES

**REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS**

NEW SERVICE ENTRANCE DISCONNECT

TO REPLACE (E) PULLBOX AT +18"

(E) EXTERIOR CONDUIT ROUTED

BELOW CONCRETE WALKWAY

(E) TRANSFORMER

(E) TRANSFORMER BY

BLACK HILLS ENERGY

E6

(E) INTERIOR CONDUIT ROUTED

ABOVE CEILING.

E13

REFER TO EXISTING CONDITION

DETAIL 2 ON SHEET E3.2

© Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

ADDENDUM 1 6-1-261

As indicated

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E1.1

ELECTRICAL SITE PLAN

ISSUE FOR BID

5/13/26

EJH

C O

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WORK NOTES

E6 COORDINATE REQUIRED ELECTRIC UTILITY UPGRADES WITH BLACK HILLS

ENERGY (BHE) LOCAL OFFICE. WORK ORDER #340 621. BHE EXPECTED TO

REPLACE SERVICE TRANSFORMER AND UPGRADE SECONDARY, ANTICIPATED

IN PHASE 2. COORDINATE CLEARANCES FOR PHASE 1 EQUIPMENT WITH

ANTICIPATED PHASE 2 WORK.

E13 PROVIDE NEW BHE-APPROVED CT CABINET PER BHE DRAWING 1440-TR2.

ROUTE LOAD SIDE OF FEEDER ALONG WALL BELOW EXISTING EQUIPMENT AND

INTERCEPT EXISTING FEEDER CONDUIT TO CREATIVE ARTS BUILDING.

N

0 10'10' 5' 1" = 10'-0"

1 ELECTRICAL SITE PLAN

6/1/2026

L C

W

J

LC

1C

LC

1C

LC

1C

J

LC8L LC8L LC8L LC4L

E

CL.B

A

J

1 63

I

H

G

F

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C

B

42 54.1 5.12.11.1

P

S1 S1 S1 T24

X1F

X1F

Z

Z

Z

Z

X1FX1F

Z

Z

Z

Z

(E) WOMENS

(E) MENS

(E) ELEC/ MECH

(E) ACCESS

(E) ACCESS

106(E) PLATFROM

(E) KITCHEN

(E) STOR.

(E) STOR.

FAMILY R.R.

WATER ENTRY ROOM

STAGE LEFT

STAGE RIGHT

(E) EVENT HALL

DISPLAY CASE DISPLAY CASE

MDP-66

ZZ

MDP-68

MDP-68 MDP-68

MDP-68

MDP-70 MDP-70

MDP-72

MDP-72

MDP-74 MDP-76 MDP-78

MDP-84 MDP-86 MDP-88

MDP-90

MDP-90

MDP-90

MDP-90

MDP-90

MDP-90

MDP-90

MDP-90

MDP-90 MDP-90

MDP-90

MDP-90

MDP-80

MDP-80

MDP-80

MDP-82

MDP-82

MDP-82 MDP-82

MDP-82

MDP-82

MDP-80

MDP-80

MDP-80

a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c ba bb ba bb ba bb bc bd bc bd bc bd ra ra ra rb rb rb d d d d d d d d d d d d d d d d d d d d d d d d d d d e e e e e e e e e e e e e e e e e e e e e e e e e e e f f f f f f f f f f f f f f f f f f f f f f f f f f f rb ra

E3.1 st

C2

C2

THIS AREA TO BE

REMODELED IN

PHASE 2

C3 ex ex

MDP-5MDP-5

exex

MDP-5 MDP-5

E20 E20

E20E20 rb

3 3

E21 MDP-68

E22

Z

Z1 Z1

Z1 Z1

Z1

MDP-90 MDP-90

MDP-90

MDP-90 MDP-90

1 1 a,b,c ba,bb, bc,bd d,e,f

MDP-72

P

C1 st, ex

C3

MDP-72

S1

Z

GENERAL NOTES

1. REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS.

2. HALFTONED LIGHTS ON SHEET ARE EXISTING SALVAGED LIGHTS THAT ARE BEING

RE-SWITCHED.

© Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

ADDENDUM 1 6-1-261

As indicated

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E3.1

LIGHTING PLAN

ISSUE FOR BID

5/13/26

EJH

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C E

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WORK NOTES

C1 PROVIDE ON/OFF CONTROL FOR ZONES LISTED IN MAIN ASSEMBLY SPACE.

SPACE HAS NO SET HOURS, AND AUTOMATIC SHUTOFF COULD ENDANGER

OCCUPANT SAFETY. FULL LIGHTING AND CONTROLS REPLACEMENT PLANNED

FOR PHASE 2.

PROVIDE TYPED, LAMINATED DIRECTORY NOTING WHICH BUTTONS CONTROL

WHICH ZONES. SUBMIT PROPOSED DIRECTORY UNDER 25 51 00 - SHOP

DRAWINGS.

C2 PROVIDE DUAL-TECHNOLOGY OCCUPANCY SENSORS WITHOUT MANUAL

OVERRIDES FOR NON-DIMMED CONTROL OF ALL LIGHTING IN SPACE. ALL

LIGHTING IN SPACE SHALL BE CONTROLLED TOGETHER (DETECTION OF

OCCUPANCY BY ANY SINGLE SENSOR SHALL ILLUMINATE THE ENTIRE SPACE).

OCCUPANCY SENSORS SHALL OPERATE IN AN AUTOMATIC ON/AUTOMATIC OFF

CONFIGURATION WITH A FIELD ADJUSTABLE TIME-DELAY SET INITIALLY TO 20

MINUTES

C3 PILOT LIGHT SWITCH TO SERVE LIGHTING IN THE SPACE SHALL ILLUMINATE IN

THE "OFF" POSITION.

E20 EXTERIOR LIGHTING NOT IN SCOPE FOR PHASE 1. EXTERIOR LIGHTING

PLANNED TO BE POWERED FROM CENTRAL LIGHTING INVERTER IN PHASE 2.

E21 RECONNECT SALVAGED LIGHTING BRANCH CIRCUIT FOR UNDER-STAGE

LIGHTING TO NEW PANELBOARD. REPLACE SWITCHING AS INDICATED.

E22 RECONNECT SALVAGED LIGHTING BRANCH CIRCUIT FOR STAGE LIGHTING TO

NEW PANELBOARD AS INDICATED.

N

0 8'8' 4' 1/8" = 1'-0"

1 LIGHTING PLAN

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

2 ENLARGED ELECTRIC ROOM

T

1000A

M M M M M M MM

MDP

600A

MCB

FSE2

G

G

6G 00 G

B

(E)

A B

(E)

4G

T

1000A

M M M M M M MM

FSE

CB CB CB CB CB CB CB CB

CB CB CB CB CB CB CB CB

4WG600

M

WEST

PLUG

BUS

EAST

PLUG

BUS

(E

(E

SPD

600A4WG600

G

4WG600

GENERAL NOTES

**REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS**

GRADE

INTERIOR EXTERIOR

E6

C O

L D

W A

T E

R P

IP

E

D R

IV

E

N G

R O

U N

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O D

S

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U R

A L S

T E

E L

F

IR

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A T

E R

P

IP

E

REFER TO GROUND BAR DETAILS

FOR ADDITIONAL INFORMATION

GRADE

INTERIOR EXTERIOR

PRESERVE FEEDER TO EXISTING KITCHEN PANEL 'B'

REMOVE EXISTING SERVICE FEEDERS FROM EXISTING CONDUIT. PROTECT CONDUIT FOR REUSE

PROVIDE NEW BUILDING FEEDER

AS LISTED IN EXISTING CONDUIT.

(1) EXISTING 4" CONDUIT TO BE

REUSED, (1) NEW 3" CONDUIT TO

BE PROVIDED

NEW WORK ONE-LINE DIAGRAM

DEMOLISH EXISTING ELECTRICAL SERVICE ENTRANCE EQUIPMENT AND PANEL 'A'.

REFER TO DETAILS FOR MORE INFORMATION

U F

E R

G R

O U

N D

IF

E X

IS

T

IN

G

EXISTING OWNER METER STACK

E6

EXISTING METER STACK

DEMOLITION ONE-LINE DIAGRAM

EXISTING BLACK HILLS ENERGY

120Y/208V, 150KVA UTILITY TRANSFORMER

EXISTING BLACK HILLS ENERGY

120Y/208V, 150KVA UTILITY TRANSFORMER

E14

E13

E15

E16

E17

E18

E18

E23

NEW 600A BUILDING DISCONNECT

NO N-G BOND

© Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.

PROJECT NUMBER:

DRAWN BY:

PHASE:

SHEET ISSUE DATE:

SCALE:

REV. DESCRIPTION DATE

NOT TO SCALE

ADDENDUM 1 6-1-261

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E5.1

ELECTRICAL ONE-LINE DIAGRAM

ISSUE FOR BID

5/13/26

EJH

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C E

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C T

E. COORDINATE SERVICE ENTRANCE CONDUCTOR (TYPE SE) WITH ELECTRIC UTILITY.

D. CONDUIT SIZES BASED ON EMT OR PVC TYPE AS SHOWN AND THW/THHW/THW-2/TW WIRE INSULATION.

C. ALL CONDUCTORS ARE COPPER WITH 60°C TERMINATIONS UP TO #1 AWG AND 75°C TERMINATIONS FOR LARGER

CONDUCTORS PER NEC 110.14.

B. WIRE SIZES CORRELATING TO OVERCURRENT DEVICE SETTING ARE NOT SIZED FOR VOLTAGE DROP. CONTRACTOR IS RESPONSIBLE FOR INCREASING WIRE AND CONDUIT SIZE TO MAINTAIN NO MORE THAN 3% VOLTAGE DROP FOR FEEDERS

BASED ON MAX ALLOWABLE LOAD.

A. EQUIPMENT GROUNDING CONDUCTOR SIZED PER TABLE 250.122 OF 2020 NEC.

NOTES:

- FSE2 1[(4#350KCMIL + 1#1G)3"C] &1[(4#350KCMIL + 1#1G) IN (E)4"C] 6G 1#6 CU

- FSE 1[3(4#3/0, 1#2/0G IN (E) 4"C] 00G 1#2/0 CU

3000 3WG3000 8[(3#500KCMIL + 1#400KCMILG)3"C] 4WG3000 8[(4#500KCMIL + 1#400KCMILG)3-1/2"C]

2500 3WG2500 7[(3#500KCMIL + 1#350KCMILG)3"C] 4WG2500 7[(4#500KCMIL + 1#350KCMILG)3-1/2"C]

2000 3WG2000 6[(3#500KCMIL + 1#250KCMILG)3"C] 4WG2000 6[(4#500KCMIL + 1#250KCMILG)3-1/2"C]

1600 3WG1600 5[(3#500KCMIL + 1#4/0G)3"C] 4WG1600 5[(4#500KCMIL + 1#4/0G)3-1/2"C]

1200 3WG1200 4[(3#350KCMIL + 1#3/0G)2-1/2"C] 4WG1200 4[(4#350KCMIL + 1#3/0G)3"C]

1000 3WG1000 4[(3#250KCMIL + 1#2/0G)2-1/2"C] 4WG1000 4[(4#250KCMIL + 1#2/0G)3"C]

800 3WG800 2[(3#500KCMIL + 1#1/0G)3"C] 4WG800 2[(4#500KCMIL + 1#1/0G)3-1/2"C]

600 3WG600 2[(3#350KCMIL + 1#1G)2-1/2"C] 4WG600 2[(4#350KCMIL + 1#1G)3"C]

500 3WG500 2[(3#250KCMIL + 1#2G)2-1/2"C] 4WG500 2[(4#250KCMIL + 1#2G)2-1/2"C]

400 3WG400 (3#500KCMIL + 1#3G)3"C 4WG400 (4#500KCMIL + 1#3G)3-1/2"C

350 3WG350 (3#500KCMIL + 1#3G)3"C 4WG350 (4#500KCMIL + 1#3G)3-1/2"C

300 3WG300 (3#350KCMIL + 1#4G)2-1/2"C 4WG300 (4#350KCMIL + 1#4G)3-1/2"C

250 3WG250 (3#250KCMIL + 1#4G)2-1/2"C 4WG250 (4#250KCMIL + 1#4G)2-1/2"C

225 3WG225 (3#4/0 + 1#4G)2"C 4WG225 (4#4/0 + 1#4G)2-1/2"C

200 3WG200 (3#3/0 + 1#6G)2"C 4WG200 (4#3/0 + 1#6G)2"C

175 3WG175 (3#2/0 + 1#6G)2"C 4WG175 (4#2/0 + 1#6G)2"C

150 3WG150 (3#1/0 + 1#6G)1-1/2"C 4WG150 (4#1/0 + 1#6G)2"C

125 3WG125 (3#1 + 1#6G)1-1/2"C 4WG125 (4#1 + 1#6G)2"C

100 3WG100 (3#1 + 1#8G)1-1/4"C 4WG100 (4#1 + 1#8G)1-1/2"C

70 3WG70 (3#4 + 1#8G)1"C 4WG70 (4#4 + 1#8G)1-1/4"C

60 3WG60 (3#4 + 1#10G)1"C 4WG60 (4#4 + 1#10G)1-1/4"C

50 3WG50 (3#6 + 1#10G)3/4"C 4WG50 (4#6 + 1#10G)1"C

40 3WG40 (3#8 + 1#10G)3/4"C 4WG40 (4#8 + 1#10G)3/4"C

30 3WG30 (3#10 + 1#10G)3/4"C 4WG30 (4#10 + 1#10G)3/4"C

20 3WG20 (3#12 + 1#12G)1/2"C 4WG20 (4#12 + 1#12G)3/4"C

FEEDER

IDENTIFIER

COPPER CONDUCTORS IN EMT

FEEDER

IDENTIFI...

COPPER CONDUCTORS IN EMT

OC DEVICE

SETTING

THREE WIRE + GROUND FOUR WIRE + GROUND

FEEDER TABLE

E. CONDUIT SIZES BASED ON EMT TYPE AND THW/THHW/THW-2/TW WIRE INSULATION.

D. CONDUCTORS ARE COPPER WITH 60° C TERMINATIONS UP TO #1 AWG AND 75° C TERMINATIONS FOR LARGER CONDUCTORS PER N.E.C. 110.14.

C. SUPPLY SIDE BONDING JUMPER SIZED PER TABLE 250.102(C)(1) OF 2020 N.E.C.

B. EQUIPMENT BONDING JUMPER SIZED PER TABLE 250.102(C)(1) OF 2020 N.E.C.

A. GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66 OF 2020 N.E.C.

NOTES:

T9 500 600 750 2[(3#500KCMIL & 1#1/0G)3"C] 1388 1600 5[(4#400KCMIL & 1#250KCMIL-G)4"C] #3/0

T8 300 360 450 2[(3#4/0 & 1#2G)2"C] 833 1000 4[(4#250KCMIL & 1#2/0G)2-1/2"C] #2/0

T7 225 270 350 (3#500KCMIL & 1#3G)3"C 625 700 2[(4#500KCMIL & 1#2/0G)3-1/2"C] #2/0

T6 150 180 225 (3#4/0 & 1#4G)2"C 416 500 2[(4#250KCMIL & 1#1/0G)3-1/2"C] #1/0

T5 112.5 135 175 (3#2/0 & 1#6G)2"C 312 350 (4#500KCMIL & 1#1/0G)3-1/2"C #1/0

T4 75 90 125 (3#1 & 1#6G)1-1/2"C 208 225 (4#4/0 & 1#2G)2-1/2"C #2

T3 45 54 70 (3#4 & 1#8G)1"C 125 150 (4#1/0 & 1#6G)2"C #6

T2 30 36 45 (3#6 & 1#10G)1"C 84 100 (4#1 & 1#6G)2"C #6

T1 15 18 25 (3#10 & 1#10G)3/4"C 42 50 (4#6 & 1#8G)1"C #8

FLA

OCP

(A)

FEEDER (PRI)

SEE NOTES: B, D, E

FLA

OCP

(A)

FEEDER (SEC)

SEE NOTES: B, C, D, E

KEY KVA

480 VOLT, 3 PHASE DELTA - PRIMARY 208Y/120 VOLT, 3 PHASE, 4W - SECONDARY GROUND ELECTRODE

CONDUCTOR (GEC)

SEE NOTE: A

DRY TYPE TRANSFORMER SCHEDULE

WORK NOTES

E6 COORDINATE REQUIRED ELECTRIC UTILITY UPGRADES WITH BLACK HILLS

ENERGY (BHE) LOCAL OFFICE. WORK ORDER #340 621. BHE EXPECTED TO

REPLACE SERVICE TRANSFORMER AND UPGRADE SECONDARY,…