2024-107 - Morgan CC Wray Campus T.I. - Addendum #1 - Code Review Documents Combined.pdf

LOCATION MAP:

PROJECT LOCATION TRUE NORTH

300 DEXTER ST

WRAY CO, 80758

CONTACTS:

MORGAN COMMUNITY COLLEGE

423 MAIN STREET, STE. G

WRAY, CO 80758

970-332-5755

CONTACT: GENE KIND

BUILDING

OWNER:

ARCHITECT:

MECHANICAL:

ARCHITECTURAL WORKSHOP

2 KALAMATH ST.

DENVER, CO 80223

303-788-1717

CONTACT: JOE MARSHALL, AIA

PLUMBING:

ELECTRICAL:

RJA ENGINEERING

3310 LAWRENCE STREET, SUITE 2

DENVER, CO 80205

720-598-0774

CONTACT: DARIN RAMIREZ

RJA ENGINEERING

3310 LAWRENCE STREET, SUITE 2

DENVER, CO 80205

720-598-0774

CONTACT: DARIN RAMIREZ

RJA ENGINEERING

3310 LAWRENCE STREET, SUITE 2

DENVER, CO 80205

720-598-0774

CONTACT: DARIN RAMIREZ

MORGAN COMMUNITY COLLEGE

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

G-001

COVER SHEET

ADDENDUM #1 - CODE REVIEW

FEBRUARY 24, 2025

2024-107_MORGAN CC WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

G-001 COVER SHEET

G-002 PROJECT AND CODE INFORMATION

G-003 ACCESSIBILITY INFORMATION

G-004 PROJECT INFORMATION

AS-101 ARCHITECTURAL SITE PLAN

AD-101 DEMO PLAN

AD-103 DEMO CEILING PLAN

A-101 CONSTRUCTION PLAN

A-102 FURNITURE PLAN

A-103 CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-401 INTERIOR ELEVATIONS

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-601 DOOR & WINDOW SCHEDULE

I-101 INTERIOR FINISH PLAN & FINISH SCHEDULE

SHEET INDEX:

DATE DESCRIPTION

07/19/2024 100% DESIGN DEVELOPMENT

12/05/2024 100% CONSTRUCTION DOCUMENTS

02/24/2025 ADDENDUM #1 - CODE REVIEW

MP0.0

MECHANICAL AND PLUMBING LEGEND AND GENERAL

NOTES

MP0.1 MECHANICAL AND PLUMBING SPECIFICATIONS

MP0.2 COMCHECK

MP0.3 COMCHECK

MP0.4 MECHANICAL AND PLUMBING SCHEDULES

MD1.0 MECHANICAL DEMOLITION PLAN

M1.0 MECHANICAL LEVEL ONE PLAN

M1.1 MECHANICAL ROOF PLAN

PD1.0 WASTE AND VENT PLUMBING DEMOLITION PLAN

PD2.0 DOMESTIC WATER & GAS DEMOLITION PLAN

P1.0 WASTE & VENT LEVEL ONE PLAN

P2.0 DOMESTIC WATER & GAS LEVEL ONE PLAN

P2.1 DOMESTIC WATER & GAS ROOF PLAN

E0.0 ELECTRICAL LEGEND

E0.1 ELECTRICAL COMCHECK

E0.2 ELECTRICAL ONE-LINE DIAGRAM

E0.3 ELECTRICAL SCHEDULES

ED1.0 POWER PLANS

E1.0 POWER PLANS

E1.1 POWER PLANS

E2.0 LIGHTING PLANS

E2.1 LIGHTING PLANS

WH

CODE DATA:

BUILDING ADDRESS: 300 DEXTER ST

WRAY CO, 80758

APPLICABLE BUILDING CODES: 2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2021 INTERNATIONAL FUEL GAS CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2023 NATIONAL ELECTRICAL CODE

2021 INTERNATIONAL FIRE CODE

ICC A117.1-2017 AMERICAN NATIONAL STANDARD -

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.

BUILDING HEIGHT: 14'-0"

BUILDING CONSTRUCTION: TYPE V-B

OCCUPANCY GROUP: B - BUSINESS

SPRINKLER SYSTEM: NO

CONSTRUCTION AREA: 1ST FLOOR 2,330 S.F.

TOTAL: 2,330 S.F.

CHAPTER 5

TABLE 504.3 - MAX. BUILDING HEIGHT ABOVE GRADE PLANE

TABLE 504.4 - # OF STORIES ABOVE GRADE PLANE

TABLE 506.2 - ALLOWABLE AREA FACTOR

SECTION 508.2.3 ALLOWABLE BUILDING AREA

AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE

THAN 10 PERCENT OF THE FLOOR AREA OF THE STORY IN WHICH

THEY ARE LOCATED AND SHALL NOT EXCEED TABULAR VALUES FOR

NONSPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH

ACCESSORY OCCUPANCY.

ALLOWED PROVIDED

CHAPTER 6

TABLE 601, FIRE RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS: TYPE V-B CONSTRUCTION = NO RATINGS REQUIRED

CHAPTER 10

TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT

BUSINESS (1 PERSON/ 150 GROSS S.F.) = 9 OCC.

CLASSROOM AREA (1 PERSON/ 20 NET S.F.) = 44 OCC.

ACCESSORY STOR. / MECH. AREA (1 PERSON / 300 GROSS S.F.) = 1 OCC.

SECTION 1005.3.2 OTHER EGRESS COMPONENTS

EGRESS WIDTH FOR COMPONENTS OTHER THAN STAIRS = 0.2"/OCC.

SECTION 1005.7.1 DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7". DOORS IN ANY POSITION SHALL NOT

REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF.

SECTION 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY

OCCUPANT LOAD: 1-500 REQUIRES A MINIMUM OF 2 EXITS

SECTION 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS

WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS,

OR ANY COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A

STRAIGHT LINE BETWEEN THEM.

MAXIMUM OVERALL DIAGONAL DIMENSION: 76'-0"

EXIT SEPARATION DISTANCE: 41'-3"

SECTION 1010.1.1 SIZE OF DOOR

MIN. 32" CLEAR WIDTH WITH DOOR IN THE 90 DEG. OPEN POSITION.

SECTION 1017.2 EXIT ACCESS TRAVEL DISTANCE

MAXIMUM TRAVEL DISTANCE = 200' - 0"; PROVIDED = 74' - 11"

CHAPTER 7

TABLE 705.5, FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE

TYPE V-B CONSTRUCTION 10'-0" ≤ X < 30'-0" SEPARATION = NO RATINGS REQUIRED.

TYPE V-B CONSTRUCTION >30'-0" SEPARATION = NO RATINGS REQUIRED.

TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS

10 TO LESS THAN 15; UNPROTECTED NON-SPRINKLERED = 15%

PROTECTED = 45%

30 OR GREATER; UNPROTECTED NON-SPRINKLERED = NO LIMIT

PROTECTED = NO LIMIT

40'

15,750 S.F.

14'-0"

2,330 S.F.

CHAPTER 9

SPRINKLERS: SECTION 903.2.1.3 : NOT PROVIDED

FIRE ALARM: SECTION 907.2.1: NOT PROVIDED

SECTION 906.3.(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS

ORDINARY (MODERATE) HAZARD OCCUPANCY

MINIMUM-RATED SINGLE FIRE EXTINGUISHER: 2-A

MAXIMUM FLOOR AREA PER UNIT OF A: 1,500 SQUARE FEET

MAXIMUM FLOOR AREA PER EXTINGUISHER: 11,250 SQUARE FEET

MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER: 75 FEET

CHAPTER 8

TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

GROUP B

EXIT PASSAGEWAYS: A

CORRIDORS: B

ROOMS AND ENCLOSED SPACES: C

CHAPTER 29

CODE STUDY KEY

ACC. STOR / MECH.

BUSINESS

CLASSROOM

541 SF

28 OCC.

CLASSROOM

B

169 SF

1 OCC.

ACC. STOR / MECH.

B

304 SF

16 OCC.

CLASSROOM

B

1291 SF

9 OCC.

BUSINESS

B

MAXIMUM DIAGONAL DISTANCE: 76'-0"

E X

IT

S

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A

TI

O N

D

IS

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N

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: 4 1'

-3

74' - 11"

DEAD END

LENGTH = 12'-5"

LAB /

CLASSROOM

UTILITY /

STORAGE

UNISEX

RESTROOM

UNISEX

RESTROOM

OFFICE

LOBBY

OFFICE

EXIT

ACCESS

OPEN

OFFICE

COMPUTER

LAB

EXIT DOORWAY CLEAR WIDTH

18 OCC. X 0.2 = 3.6"

PROVIDED 36"

EXIT DOORWAY CLEAR WIDTH

18 OCC. X 0.2 = 3.6"

PROVIDED 36"

(B)

(B)

(B)

BREAKROOM

EXIT DOORWAY CLEAR WIDTH

18 OCC. X 0.2 = 3.6"

PROVIDED 36"

53' - 3"

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

G-002

PROJECT AND CODE INFORMATION

1/4" = 1'-0"1 FIRST FLOOR CODE STUDY

OCCUPANCY LOAD SCHEDULE

NAME

OCCUPANCY

GROUP AREA AREA PER OCCUPANT NUMBER OF OCCUPANTS

ACC. STOR. / MECH B PER PLAN 300 SF 1

BUSINESS B PER PLAN 150 SF 9

EDUCATION B PER PLAN 20 SF 28

EDUCATION B PER PLAN 20 SF 16

PLUMBING CODE CALCULATIONS

OCCUPANCY: BUSINESS - B OCCUPANTS: 10 5 MALE 5 FEMALE

WATER CLOSET LAVATORIES DRINKING

FOUNTAINS

SERVICE SINK

REQUIRED 0.2

MALE FEMALE

0.2 0.125

MALE FEMALE

0.125 0.1 1

OCCUPANCY: EDUCATION OCCUPANTS: 44 22 MALE 22 FEMALE

WATER CLOSET LAVATORIES DRINKING

FOUNTAINS

SERVICE SINK

REQUIRED 0.44

MALE FEMALE

0.44 0.44

MALE FEMALE

0.44 0.44 1

TOTALS 0.64 0.64 0.56 0.56 0.44 1

PROVIDED 2 2 2 1

54 OCC.

DATE DESCRIPTION

07/19/2024 100% DESIGN DEVELOPMENT

12/05/2024 100% CONSTRUCTION DOCUMENTS

SHOWER CURTAIN RODMOUNTED MIRROR AT

LAVATORY

BABY CHANGING STATION

(WALL MOUNTED)

SEAT-COVER

DISPENSER (SURFACE

MOUNTED)

SEAT-COVER

DISPENSER,

SANITARY NAPKIN

DISPOSAL & TOILET

TISSUE DISPENSER

SEAT-COVER

DISPENSER &

TOILET

TISSUE DISPENSER

(308)

SOAP DISPENSER

(SURFACE MOUNTED)

CLOTHES HOOKS

SANITARY NAPKIN

DISPOSAL & TOILET

TISSUE DISPENSER

TOILET TISSUE

DISPENSER

NOTE:

8" MIN. KNEE SPACE BELOW.

THE DEPTH SHALL BE 17" MIN. AND

27" A.F.F. FOR

KNEE CLEARANCE

SANITARY NAPKIN

DISPOSAL

(SURFACE

MOUNTED)

PAPER TOWEL

DISPENSER

(SURFACE

MOUNTED)

TOUCHLESS PAPER

TOWEL DISPENSER

(SEMI-RECESSED)

TOILET PAPER

ROLL HOLDER

WALL

SOAP DISH

TOILET MOUNTING HEIGHT

* MOUNT OPPOSITE WALL

FROM TOILET TISSUE

DISPENSER

MOUNTED MIRRORLAVATORYWATER FOUNTAIN - WHEELCHAIR

ACCESSIBLE

TOWEL/ROBE

HOOKS SURFACE

MOUNTED

FREESTANDING

WASTE

RECEPTACLE

NOTE:

INLET SHALL BE

WITHIN ACCESSIBLE

REACH RANGE

GENERAL NOTES

1. * INDICATES NOTE AND/OR DIMENSION SPECIFIED BY BRAND

STANDARD

2. FOR INFORMATION REGARDING CLEAR FLOOR SPACES REFER TO

SUBSEQUENT A900 SHEETS

3. PROVIDE BLOCKING, OR DIRECT STUD SUPPORT, FOR ALL TOILET

ACCESSORIES.

DOOR AND VISION LIGHTS URINAL

WALL HUNG TYPE

SLIDING SHOWER SPRAY ON

VERTICAL BAR

TOWEL BAR SURFACE

MOUNTED

WATER FOUNTAIN -

STANDING PERSONS

* FIXED SHOWER HEAD

HT 78" - 84"

SHELVES

S H

O W

E R

H E

A D

H E

IG

H

T

M

IN

S T

R A

IG

H

T R

O D

A

T A

D A

S H

O W

E R

S O

N

LY

6'

C U

R V

E D

S H

O W

E R

R O

D

A T

A D

A B

A T

H T

U B

S

6'

T O

T .O

. S E

A T

M A

X

4'

M A

X T

O T

.O . T

O W

E L

B A

R

T O

R E

F

LE

C T

IV

E

S U

R F

A C

E

2'

1"

M A

X

6'

M

IN

VARIES

T O

R E

F

LE

C T

IV

E

S U

R F

A C

E

3'

M A

X

6'

M

IN

VARIES

2'

0"

M A

X

M

IN

M

IN

3" M

A X

T O

S P

O U

T

3'

M A

X 4"

M

IN

. W A

T E

R S

T R

E A

M

A B

S O

LU

T

E

B .O

. V

IS

IO

N

L

IG

H T

3'

4'

M A

X A

.F .F

A .F

.F

1'

M

IN

R E

A C

H R

A N

G E

F R

O N

T

S

ID

E

4'

M A

X A

.F .F

A .F

.F

1'

M

IN

R E

A C

H R

A N

G E

F R

O N

T

S

ID

E 7" - 9"

(1 5"

M

IN

8"

M A

X

1'

1"

7" - 9"

(1 5"

M

IN

8"

M A

X

1'

(1 5"

M

IN

8"

M A

X

1'

7" - 9"

3'

/2

3'

/2

4'

M A

X

T O

A C

T

IV

A T

IO

N

S E

N S

O R

4'

M A

X

T O

T O

P O

F O

P E

R A

B

LE

P A

R T

4'

M A

X

2'

4'

M A

X . T

O T

.O . H

O O

K

4'

M A

X

M

IN

8" M

A X

T .O

. S H

E

LF

W O

R K

S U

R F

A C

E H

E

IG

H T

M A

X

4'

M A

X

M

IN

8" M

A X

2'

CORNER

SOAP DISH

FIG. 604.5.2

REAR WALL GRAB BAR FOR WATER CLOSET

INCLUDES:

LIGHT SWITCHES, ELECTRICAL OUTLETS, ENVIRONMENTAL CONTROLS.

EXCLUDES:

CIRCUIT BREAKERS, APPLIANCE CONTROLS, AND OUTLETS DEDICATED

FOR SPECIAL APPLICATIONS.

O B

S T

R U

C T

E D

H

IG

H

F O

R W

A R

D

E

A C

H A

N S

I

8.

2.

O B

S T

R U

C T

E D

H

IG

H S

ID

A

C H

A N

S I 3

.3

.2

M A

X . A

.F .F

M A

X . A

.F .F

M A

X . A

.F .F

1003.11.2.4.6 FLUSH CONTROLS.

HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH

SECTION 1003.9. FLUSH CONTROLS SHALL BE LOCATED ON

THE OPEN SIDE OF THE WATER CLOSET.

NOTE:

ACCESSIBLE WATER CLOSETS MUST COMPLY WITH

ICC/ANSI A117.1-2017 SECTIONS 603 & 604.

DESIGN BASED UPON 2017 ANSI REQUIREMENTS.

ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS

NOTED OTHERWISE.

604.2 - WATER

CLOSET LOCATION

NOTE:

602.2 PROVIDE KNEE SPACE BELOW DRINKING

FOUNTAIN

U N

O B

S T

R U

C T

D

F

O R

W A

R D

/S

ID

E R

E A

C H

A

N S

I 3

.2 .1

/3

.3 .1

M A

X

M

IN

3" M

A X

M A

X

K N

E E

C

LE

A R

A N

C E

M

IN

9" M

IN 27

M

IN

' M

IN

M A

X

25" MAX. DEPTH

17" MIN. DEPTH

KNEE CLEARANCE

8" MIN.

11" MIN. TOE CLEARANCE

6" MAX.

4'

M

IN

5' - 0" MIN

(2 4"

A

LL

U

N

IT

S

M

IN

1'

M

IN1' - 0" MAX3' - 6" MIN

ANSI MOUNTING HEIGHTS

TRANSFER-TYPE SHOWER COMPARTMENT

ANSI DRINKING FOUNTAIN

NOTE:

REACH DIMENSIONS TO CONFORM TO REQUIREMENTS, DIMENSIONS, AND

LIMITATIONS SET FORTH IN ANSI A117.1-2017, SECTION 308 AND 309 ALONG WITH

MANUFACTURERS ADA STANDARD MOUNTING HEIGHTS.

COORDINATE WITH ARCHITECT PRIOR TO ANY SWITCH/OUTLET INSTALLATION.

MAINTAIN 30" X 48" CLEAR FLOOR SPACE PERPENDICULAR TO WALL WHERE

CONTROL IS LOCATED FOR A FORWARD REACH TO CONTROL.

FIG. 604.2 ACCESSIBLE WATER CLOSET

FIG. 604.3 SIZE OF CLEARANCE FOR WATER CLOSET

1' - 0" MIN2' - 0" MIN

(A

N S

I)

3' - 0" MIN

4' - 6" MIN

39"- 3' - 5"

FIG. 604.5.1

SIDE WALL GRAB BAR FOR WATER CLOSET

18" (UFAS)

16" - 18"

604.3 CLEARANCE.

OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA

2'

M

IN

5' - 0" MIN

0' - 6" MAX

1'

M

IN

E N

D W

A

LL

E N

D W

A

LL

BACK WALL

3"

0'

1/ 4"

0'

M A

X

0' - 2 1/2" MAX

0'

/2

M A

X

0'

M A

X

15" - 16"

2'

M

IN

2' - 3" MAX

3'

M

IN

4'

M A

X

BACK WALLS

E

A T

W A

LL

C O

N T

R O

L W

A

LL

BACK WALL

3' - 0" MIN

3'

M

IN

3'

M

IN

4' - 0" MIN

1' - 4" MIN

1' - 3" MAX

CONTROL

WALL

0'

M

IN

2'

M

IN

4'

M A

X

ROLL-IN SHOWER

BACK

WALL

0'

M

IN

2'

M

IN

0'

M A

X

1' - 6" MINREINFORCEMENT READY FOR

FUTURE GRAB BAR INSTALLATION

3'

M

IN

CONTROL AND HANDSHOWER LOCATION

608.5 HANDSHOWER

CONTROL AND HANDSHOWER LOCATION

608.5 HANDSHOWER

1'

M A

X 3'

M

IN

S E

A T

H E

IG

H

T

1' - 6"

24" MIN 12" MIN

TRANSFER-TYPE SHOWER COMPARTMENT ROLL-IN SHOWER

ACCESSIBLE LAVATORY

W H

E N

L O

C A

T E

D A

B V

C O

U N

T E

R T

O P

M A

X

1'

M

IN

4'

M A

X

2' - 0" MIN

FIG. 604.7.1(A &B)

DISPENSER OUTLET LOCATION PROTRUDING

ABOVE/BELOW GRAB BAR

3' - 0 1/128" MAX

2' - 0 1/128" MIN.

M

IN

M

IN

0'

/2

42" MAX

1'

M

IN

4'

M A

X

FIG. 604.7.1(C)

DISPENSER OUTLET LOCATION RECESSED

DISPENSER

3' - 0" MAX

2' - 0" MIN.

42" MAX

NOTE:

SOME CONDITIONS DEPICTED HERE MAY NOT EXIST IN THIS PROJECT AND ARE

DRAWN FOR REFERENCE ONLY.

4" M

A X

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

G-003

ACCESSIBILITY INFORMATION

DATE DESCRIPTION

GENERAL CONTRACTOR NOTES:

1. PERMITS:

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT FOR BUILDING PERMIT THROUGH THE APPLICABLE JURISDICTION.

THE CONTRACTOR SHALL PAY FOR THE PERMIT. THE CONTRACTOR SHALL HAVE A VALID COMMERCIAL LICENSE AND TO PICK UP THE

PERMIT.

2. DOCUMENTS:

CONTRACTOR AND SUB-CONTRACTORS ARE RESPONSIBLE TO READ AND UNDERSTAND ALL OF THE DRAWINGS AND THE PROJECT

SPECIFICATION BOOK.

3. SITE EXAMINATION:

GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT AND EXAMINE THE SITE AND BUILDING IN EVERY DETAIL AS IT PERTAINS

TO THE PROJECT PRIOR TO SUBMITTING A BID PROPOSAL.

4. DISCREPANCIES:

ANY DISCREPANCIES DISCOVERED BY THE GENERAL CONTRACTOR OR BY THE SUBCONTRACTORS, BETWEEN DIMENSIONS, OR CONFLICTS UNFORESEEN PREVIOUSLY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

5. BUILDING CODE COMPLIANCE:

PERFORM ALL WORK TO COMPLY WITH APPLICABLE BUILDING CODES AND REGULATIONS. FOR BUILDING CONDITIONS THAT ARE NOT CONSTRUCTED TO MEET CURRENT BUILDING CODES, THE GENERAL CONTRACTOR IS TO PROVIDE ALTERNATE PRICING TO BRING ITEMS

INTO CODE COMPLIANCE.

6. HOURS OF CONSTRUCTION:

GENERAL CONTRACTOR (G.C.) IS RESPONSIBLE TO COORDINATE WITH THE BUILDING MANAGER FOR HOURS OF OPERATION, ALLOWABLE CONSTRUCTION TIMES AND CONSTRUCTION ACTIVITIES. THE G.C. SHALL ASSUME ALL RESPONSIBILITY FOR ALL SUB-CONTRACTORS.

7. LONG LEAD ITEMS:

THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH THE PROJECT SCHEDULE AND DEADLINES, AND FOR ADVISING THE ARCHITECT FOR ALL LONG LEAD ITEMS. ORDER CONFIRMATION SHALL BE SUBMITTED WITH DELIVERY DATES. PROVIDE LEAD TIME ESTIMATES WITH ANY BID PROPOSALS. IT SHALL BE AT THE GENERAL CONTRACTORS EXPENSE IF ANY LONG

LEAD ITEMS ARE DISCOVERED AFTER THE PROJECT BEGINS.

8. CLEAN UP:

CLEANING OF EQUIPMENT SHALL BE LIMITED TO AREAS DESIGNATED BY THE BUILDING MANAGER / OWNER. TRASH SHALL BE REMOVED AND SWEEPING\VACUUMING SHALL BE PROVIDED ON A DAILY AND CONTINUING BASIS THROUGHOUT THE CONSTRUCTION PROCESS. FINAL CLEANING SHALL BE PROVIDED BY THE CONTRACTOR AND INCLUDE WINDOWS, SILLS, WINDOW COVERINGS (BLINDS), CABINETS, LIGHT

FIXTURES, SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLS.

9. DISPOSAL:

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE DUMPSTER. THE G.C. SHALL COORDINATE WITH THE APPLICABLE JURISDICTION FOR LOCATION AND ALLOWABLE SIZE. THE G.C. SHALL DISPOSE OF / RECYCLE ALL WASTE IN ACCORDANCE WITH ACCEPTED

STANDARDS OF THE APPLICABLE JURISDICTION.

10. DEMOLITION:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DEMOLITION WITH NEW WORK REQUIREMENTS, COORDINATE COMPLETED EARLY DEMO WORK PERFORMED BY OTHERS WITH MCC PROJECT MANAGER TO ENSURE ALL DEMO IS COMPLETED.

11. PROTECTION OF EXISTING ITEMS:

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING CONSTRUCTION ON AND OFF SITE, AND SHALL BE HELD RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY GENERAL CONTRACTOR OR ANY OF ITS SUBCONTRACTORS.

12. WORK PERFORMED UNDER SEPARATE CONTRACT:

THE GENERAL CONTRACTOR IS TO VERIFY WITH THE BUILDING MANAGER / OWNER, IF ANY WORK IS TO BE PERFORMED UNDER A SEPARATE

CONTRACT.

13. LIGHTING CONTROLS: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL ASSOCIATED SUB CONTRACTORS TO UNDERSTAND THE EXISTING SYSTEM AND ITS CAPACITY TO SUPPORT THE PROJECT AS SHOWN IN THESE CONSTRUCTION DOCUMENTS, RE:

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

14. FIRE WALL PENETRATIONS:

ALL PENETRATIONS THROUGH FIRE RESISTIVE CONSTRUCTION SHALL BE SEALED WITH AN

APPROVED UL FIRE ASSEMBLY TO MAINTAIN THE REQUIRED FIRE RATING.

15. WORK PERFORMED UNDER SEPARATE CONTRACT: THE GENERAL CONTRACTOR IS TO VERIFY WITH THE BUILDING MANAGER, IF ANY WORK

IS TO BE PERFORMED UNDER A SEPARATE CONTRACT.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS ALONG WITH SITE CONDITIONS TO ENSURE THE PROJECT BID IS COMPREHENSIVE. DURING THE BIDDER ADDENDUM QUESTION PHASE, CONTRACTOR SHALL NOTIFY ARCHITECT AND MCC PROJECT MANAGER OF ANY ADDITIONAL SCOPE THAT MAY BE REQUIRED TO PROVIDE A COMPREHENSIVE PROJECT.

17. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR TRACING ALL EXISTING ELECTRICAL CIRCUITS ASSOCIATED WITH THIS PROJECT BACK TO THEIR PANEL(S) PRIOR TO TURNING OFF ANY CIRCUITS TO COMPLETE NEW WORK. PROVIDE

UPDATED PANEL SCHEDULES AS REQUIRED PER ELECTRICAL DRAWINGS.

A.F.F A.C.T A.C.

ADJ.

AL

ALT

L

ANOD

A.D.

B.M.

BIT

BLK

BD

BLDG

B.B.

B.U.R.

C.I.P.

CPT

CLK

C.B.

CLG

CTR

C.T.

CLR

COL

CONC

C.M.U.

CONST

CJ

CONT

CONTR

CORR.

C.U.H.

DET/DTL

DIA

DIM

DR

DN

D.S.

DWG

D.F.

ELEC

E.W.C.

ELEV

EQ

EQUIP

EIFS

EXH.

EXIST

E.J.

EXT

EPDM

F.B.

FT

FIN

F.F.

F.A.P.

F.E.

F.E.C.

FL

F.D.

FTG

FDN

ABOVE FINISH FLOOR

ACOUSTIC CEILING TILES

AIR CONDITIONING

ADJUSTABLE

ALUMINUM

ALTERNATE

ANGLE

ANODIZED

AREA DRAIN

AT

BENCH MARK

BITUMINOUS

BLOCK

BOARD

BUILDING

BULLETIN BOARD

BUILT UP ROOF

CAST-IN-PLACE-CONCRETE

CARPET

CAULKING

CHALK BOARD

CEILING

CENTER

CERAMIC TILE

CLEAR

COLUMN

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTROL JOINT

CONTINUOUS/CONTINUE

CONTRACTOR

CORRIDOR

CABINET UNIT HEATER

DETAIL

DIAMETER

DIMENSIONS

DOOR

DOWN

DOWN SPOUT

DRAWING

DRINKING FOUNTAIN

ELECTRICAL

ELECTRIC WATER COOLER

ELEVATION

EQUAL

EQUIPMENT

EXT. INSUL. & FINISH SYSTEM

EXHAUST

EXISTING

EXPANSION JOINT

EXTERIOR

ETHYLENE PROPYLENE DIENE MONOMER

FACE BRICK

FEET

FINISH

FINISH FLOOR

FIRE ALARM PANEL

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FLOOR/FLOOR LINE

FLOOR DRAIN

FOOTING

FOUNDATION

GALV.

GA

GEN

G.C.

GLAM

G.B.

GR

GYP. BD

HWD

HT

H.P.

H.M.

IN

I.D.

I.G.

INSUL

INT.

INV.

JAN

JT

KIT

LAB

LAM

LAV

LGTH

LF

L.S.D.

MH

MFR

M.O.

MATL

MAX

MECH

MTL/MET

MICR

MIN

MISC

MOD

NONCOM

N.I.C.

N.T.S.

NO.

OFF

O.C.

OPG

OPH

O.D.

PNT

PTN

PL

PLT

P&H

PLWD

P.I.P.

PC

PFB

PREFIN

P.W.B.

PRELIN

P.L.

GALVANIZED

GAUGE

GENERAL

GENERAL CONTRACTOR

GLUE LAMINATED WOOD BEAM

GRAB BAR

GRADE

GYPSUM BOARD

HARD WOOD

HEIGHT

HIGH POINT/HIGH PRESSURE

HOLLOW METAL

INCH

INSIDE DIAMETER

INSULATING GLASS

INSULATION

INTERIOR

INVERT

JANITOR

JOINT

KITCHEN

LABORATORY

LAMINATE

LAVATORY

LENGTH

LINEAL FOOT

LIQUID SOAP DISPENSER

MANHOLE

MANUFACTURER

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

METAL

MICROWAVE

MINIMUM

MISCELLANEOUS

MODULE

NON-COMBUSTIBLE

NOT IN CONTRACT

NOT TO SCALE

NUMBER

OFFICE

ON CENTER

OPENING

OPPOSITE HAND

OUTSIDE DIAMETER

PAINTED/PAINT

PARTITION

PLASTER

PLATE

PLUMBING AND HEATING

PLYWOOD

POURED IN PLACE CONCRETE

PRECAST

PREFABRICATED

PREFINISHED

PREFINISHED WALL BOARD

PRELIMINARY

PROPERTY LINE

RAD

R.W.R.

RECP

REC

REF

REINF

REQD

RESIL

R.D.

RM

R.O.

SAN

SCH

SECT.

SHT

SIM

S.D.

S.C.

SPR

SF

S.S.

STD

STL

STO

STR

SUSP

SYM

SYS.

T.B.

TEL

THK

THRES

TOIL

T.T.D.

T&G T.O.C.

T.O.D.

T.O.M.

T.O.S.

TYP

T.D.R.

UC

UG

UNFIN

V.B.

VENT

V.I.F.

VERT

V.C.T.

W.C.

WP

W.S.

WT

WWF

W/ W/O

WD

RADIUS

RAIN WATER RECEIVER

RECEPTACLE

RECESS

REFERENCE

REINFORCE/REINFORCING

REQUIRED

RESILIENT

ROOF DRAIN

ROOM

ROUGH OPENING

SANITARY

SCHEDULE

SECTION

SHEET

SIMILAR

SMOKE DETECTOR

SOLID CORE

SPRINKLER

SQUARE FOOT

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRIC

SYSTEM

TACK BOARD

TELEPHONE

THICK

THRESHOLD

TOILET

TOILET TISSUE DISPENSER

TONGUE & GROOVE

TOP OF CONCRETE

TOP OF DECK

TOP OF MASONRY

TOP OF STEEL

TYPICAL

TOWEL DISPENSER & RECEPTACLE

UNDER COUNTER

UNDERGROUND

UNFINISHED

VAPOR BARRIER

VENTILATING

VERIFY IN FIELD

VERTICAL

VINYL COMPOSITION TILE

WATER CLOSET

WATERPROOFING

WEATHER STRIP

WEIGHT

WELDED WIRE FABRIC

WITH

WITHOUT

WOOD

ABBREVIATIONS:

COLUMN GRID

DETAIL/WALL SECTION

DETAIL 1 ON SHEET A101

EXTERIOR ELEVATION

DRAWING 1 ON SHEET A101

BUILDING SECTION

DRAWING 1 ON SHEET A101

DETAIL BUBBLE

DETAIL 1 ON SHEET A101

INTERIOR ELEVATION

DRAWING 1 ON SHEET A7.1

DRAWING TITLE AND NUMBER

NORTH ARROW

ROOM NAME AND NUMBER

ELEVATION MARKER

DOOR NUMBER

WINDOW TYPE

CENTER LINE

OBJECTS ABOVE

SOFFITS, CABINETS,

HIGH WINDOWS

HIDDEN OBJECTS

KEYNOTE

ROOM FINISHES

A101

SIM

A101

A101

SIM

TITLE

SCALE

ROOM NAME

1t

D

SYMBOLS LEGEND:

A101

X-1 X-1

X-1X-1

WALL WAINSCOTING

WALL BASE FLOOR

A101

Ref

R e f

R e f

Ref

LIFESAFETY NOTES:

THE FOLLOWING NOTES SHALL BE A CONTRACTUALLY BINDING AND APPLY TO ALL DISCIPLINES. IT IS THE CONTRACTORS OBLIGATION TO ENSURE ALL WORK AND ALL SUB CONTRACTORS WORK BE PERFORMED IN

COMPLIANCE WITH THE FOLLOWING NOTES IN ADDITION TO THE CONSTRUCTION

DOCUMENTS AND PROJECT SPECIFICATIONS.

1. HOT WORK DURING CONSTRUCTION:

THE CONTRACTOR SHALL ENSURE THAT ANY HOT WORK ACTIVITIES DURING CONSTRUCTION, E.G., USING HEAT GUNS, SOLDERING, BRAZING, WELDING, GRINDING, POWDER DRIVEN STUDS, METAL CUTTING USING POWER TOOLS OR OTHER ACTIVITIES INVOLVING FLAMES OR SPARKS ARE PRECEDED BY OBTAINING AN

APPROVED HOT WORK PERMIT.

2. ACCESS AND EGRESS OBSTRUCTIONS:

THE CONTRACTOR SHALL CONFIRM THAT THE PROJECT STAGING AREA AND CONSTRUCTION ACTIVITIES DO NOT CAUSE THE OBSTRUCTION OF PATHS OF EGRESS INSIDE THE BUILDING, BLOCK EXIT DISCHARGE FROM

THE BUILDING OR IMPEDE EMERGENCY VEHICLE ACCESS TO THE AREA.

3. DUST/FUME GENERATION:

IF THE CONSTRUCTION ACTIVITIES GENERATE DUST OR FUMES INSIDE THE BUILDING, NECESSARY MEASURES ARE TO BE TAKEN TO PREVENT THE NUISANCE ACTUATION OF ANY NEARBY SMOKE OR DUCT

DETECTORS. THE CONTRACTOR SHALL CONTACT THE FIRE SYSTEMS GROUP TO TAKE NECESSARY

ACTIONS.

4. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES:

THE CONTRACTOR SHALL ENSURE THAT ANY PENETRATIONS THROUGH FIRE RATED ASSEMBLIES (FLOORS, PARTITIONS, WALLS, ETC.) SHALL BE SEALED WITH AN APPROVED UL FIRE ASSEMBLY TO MAINTAIN THE

REQUIRED FIRE RATING.

5. PEDESTRIAN PROTECTION:

THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ANY NECESSARY PEDESTRIAN PROTECTION

MEASURES DURING CONSTRUCTION.

WORK UNDER SEPARATE CONTRACT:

1. IT AND VIDEO\TECHNOLOGY:

THE CONTRACTOR IS RESPONSIBLE TO WORK WITH AND PROVIDE ALL REASONABLE ACCOMMODATIONS TO

ALLOW THE IT AND VIDEO CONTRACTOR TO COMPLETE HIS WORK.

2. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL JUNCTION BOXES AND 1" CONDUIT TO ABOVE CEILING

GRID / BELOW RAISED FLOORS.

3. FIRE ALARM \ SECURITY SYSTEMS:

CONTRACTOR SHALL BE RESPONSIBLE TO CONTRACT WITH AND COORDINATE THE REQUIRED WORK FOR FIRE ALARM AND SECURITY SYSTEMS. THE BUILDING REQUIRES THE USE OF THE FOLLOWING FIRMS FOR

THE SCOPE OF WORK.

FIRE ALARM: PER SPECIFICATION

SECURITY\CARD READER: PER SPECIFICATION

4. BUILDING OWNER AND MCC PROJECT MANAGER SHALL PROVIDE GENERAL CONTRACTOR WITH REQUIRED INFORMATION FOR SUITE, WAY-FINDING, AND OFFICE SIGNAGE FOR THE PROJECT PER BUILDING STANDARDS. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS OR REVIEW / APPROVAL PRIOR TO

INSTALLATION.

5. FURNITURE:

THE FURNITURE MANUFACTURER SHALL BE RESPONSIBLE FOR ASSEMBLY AND INSTALLATION OF ALL FURNITURE SYSTEMS. FURNITURE DELIVERY SHALL BE COORDINATED WITH GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL HAVE THE ELECTRICAL CONTRACTOR BE AVAILABLE TO CONNECT THE ELECTRICAL HOOKUP FOR ALL THE WORK STATIONS AT THE SCHEDULED TIME. SEE FURNITURE PLAN FOR

ADDITIONAL INFORMATION.

GENERAL ACCESSIBILITY NOTES:

1. FLOOR SURFACES SHALL BE SLIP-RESISTANT.

2. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2.

3. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING ARE ALLOWED IF

THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

ADD ALTERNATE LIST:

ADD ALTERNATE #1: REMOVE THE EXISTING FAUX CMU PANELING AND EXISTING METAL PANELING. THEN INSTALL NEW METAL PANEL SYSTEM ON THE WEST, NORTH, AND SOUTH SIDES OF THE BUILDING. REPLACE THE EXISTING CAN LIGHTS IN THE SOFFITS WITH NEW LINEAR RECESSED FIXTURES. INSTALL A NEW WINDOW OVER DOOR 011.

ADD ALTERNATE #2: REMOVE THE EXISTING FAUX CMU PANELING AND EXISTING METAL PANELING. THEN INSTALL

NEW METAL PANEL SYSTEM ON THE EAST SIDE OF THE BUILDING.

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

A R

C H

IT

E

C T

U R

A L

W O

R K

S H

O P

, L

LC

. A

LL

R

IG

H T

S R

E S

E R

V E

D

2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

G-004

PROJECT INFORMATION

DATE DESCRIPTION

300 DEXTER ST WRAY CO, 80758

EXISTING TRASH

ENCLOSURE

U .S

. H W

Y

D

E X

T E

R S

T R

E E

T

W 3RD ST

D1

D4

D5

EXISTING CONCRETE

SIDEWALK

4' - 0"

18'-0"

ALLEY

D7

D8

D2

TYP.

D3

TYP.

D3

D6

D9 D10

D11

D12D12

D13

DEMO SITE PLAN KEYNOTES:

DEMO AND DISPOSE OF THE ENTIRETY OF THE EXISTING

CANOPY.

DEMO AND DISPOSE OF THE REQUIRED EXTENTS OF THE

EXISTING CONCRETE SLAB BENEATH THE CANOPY.

DEMO AND DISPOSE OF THE EXISTING CONCRETE BOLLARDS.

DEMO AND DISPOSE OF EXISTING VAN ACCESSIBLE SIGNAGE,

REPAIR ADJACENT FINISHES AS REQUIRED.

DEMO AND DISPOSE OF EXISTING FIRE EXTINGUISHER CABINET,

PATCH AND REPAIR ADJACENT SURFACES AS REQUIRED.

DEMO AND DISPOSE OF EXISTING SIGN IN ITS ENTIRETY.

EXISTING SIGN AND STRUCTURE TO REMAIN, PROTECT DURING

CONSTRUCTION.

DEMO AND DISPOSE OF EXISTING RTU UNIT AND CURB, PATCH

AND REPAIR ROOF AS REQUIRED TO MATCH EXISTING TO

PROVIDE A WATER TIGHT ASSEMBLY. RE: MEP DRAWINGS FOR

ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF EXISTING CONCRETE BLOCK BASE TO

EXISTING CONCRETE SLAB, PATCH AND REPAIR EXISTING

CONCRETE SLAB AS REQUIRED.

PROVIDE BLANK COVER PLATE @ J-BOX AND REMOVE

CONDUCTORS BACK TO SOURCE.

DEMO AND DISPOSE OF DENTED DOWNSPOUT AND REPLACE

WITH LIKE FOR LIKE AND PAINT AS NOTED ON SHEET A-201.

DEMO AND DISPOSE OF EXHUAST FAN PREVIOUSLY

INTERLOCKED WITH REFRIGERANT DETECTION SYSTEM. PATCH

BACK WITH SIMILAR MATERIALS AS REQUIRED. RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF THE NOTED EXTENTS OF THE SLOPED

CONCRETE ENTRY SIDEWALK.

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

D12

D13

PROPERTY LINE

EXISTING LAMP POST

NEW LAMP POST

DEMOLITION WORK

SITE PLAN LEGEND:

300 DEXTER ST WRAY CO, 80758

EXISTING TRASH

ENCLOSURE

U .S

. H W

Y

D

E X

T E

R S

T R

E E

T

W 3RD ST

EXISTING CONCRETE

SIDEWALK

A-201

A-201

A-201

A-201

4' - 0"

H.C.

VAN

H.C. 18'-0"

ALLEY

4 4

9' - 0" TYP.

T Y

P

27' - 6"

9' - 0" 4' - 6"4' - 6"

9' - 2"

27' - 6"

5'

5'

9'

" 18' - 0"

V.I.F.

4' - 6"

1" / 12"

1" / 10"

1" / 10"

MAX 2% SLOPE AT

ACCESSIBLE

PARKING SPACES

AND ADJACENT

ACCESS AISLES

MAX 2% SLOPE

AT ACCESSIBLE

PARKING SPACES

AND ADJACENT

ACCESS AISLES

SITE PLAN KEYNOTES:

PATCH WITH ASPHALT WHERE CONCRETE SLAB HAS BEEN

DAMAGED.

APPLY A SEAL COAT TO THE ENTIRETY OF THE EXISTING

CONCRETE SLAB AND NEW ASPHALT.

INSTALL NEW LAMP POSTS, RE: MEP DRAWINGS FOR ADDITIONAL

INFORMATION.

PARKING LOT TO BE STRIPED ACCORDING TO SITE PLAN.

INSTALL NEW WALL MOUNTED EXTERIOR DOWNLIGHT, RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

REPAIR EXISTING WAINSCOT WHERE IT HAS SPRUNG AWAY

FROM METAL PANEL ABOVE AND SEAL JOINT.

LOCATE THE EXISTING ROOF LEAK AND REPAIR LEAK AND

EXTENTS OF WATER DAMAGE.

PAINT EXISTING METAL SIGNAGE FRAME P-1.

INSTALL NEW STEEL BOLLARDS ENCASED IN CONCRETE

POUR NEW CONCRETE SLAB AT NOTED EXTENTS WITH A MAX 2%

SLOPW. ELEVATION OF SLAB TO ALIGN WITH EXISTING

SIDEWALK ELEVATION.

POUR NEW BUILT-UP CONCRETE CURB RAMP WITH A SLOPE OF

1:12 AND SIDE FLARES WITH A SLOPE OF 1:10.

INSTALL NEW POLE MOUNTED ACCESSIBLE AND VAN

ACCESSIBLE PARKING SIGNAGE AS SHOWN IN DETAIL 3/AS-101.

M

IN

VAN ACCESSIBLE

PARKING SIGNAGE

ACCESSIBLE PARKING

SIGNAGE

M

IN

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

A R

C H

IT

E

C T

U R

A L

W O

R K

S H

O P

, L

LC

. A

LL

R

IG

H T

S R

E S

E R

V E

D

2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

AS-101

ARCHITECTURAL SITE PLAN

1/16" = 1'-0"1 ARCHITECTURAL DEMO SITE PLAN

1/16" = 1'-0"2 ARCHITECTURAL SITE PLAN

DATE DESCRIPTION

07/19/2024 100% DESIGN DEVELOPMENT

12/05/2024 100% CONSTRUCTION DOCUMENTS

02/24/2025 ADDENDUM #1 - CODE REVIEW

1/2" = 1'-0"3 ACCESSIBLE PARKING SIGNAGE DETAIL

TV

GENERAL DEMO NOTES:

1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. ANY

DISCREPANCIES IN DRAWINGS AND/OR EXISTING CONDITIONS

SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT FOR CLARIFICATION.

2. THE ARCHITECT DISCLAIMS ANY RESPONSIBILITIES AND/OR

KNOWLEDGE OF ASBESTOS . THE OWNER ACCEPTS ALL

RESPONSIBILITY FOR REMOVAL AND DISPOSAL OF ASBESTOS

IF DISCOVERED. ANY IMPACT OF ASBESTOS CONTAINING

BUILDING MATERIALS MUST BE COORDINATED.

3. ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL AUTHORITY

HAVING JURISDICTION AND INTERNATIONAL BUILDING CODE

2021.

4. ALL WORK SHALL BE IN COMPLIANCE WITH THE

CONSTRUCTION SPECIFICATION MANUAL WHICH IS PART OF

THE PROJECT DOCUMENTS.

5. ALL ABANDONED WIRING, CONDUITS OR MISC. MEP MUST BE

REMOVED.

6. ALL DEMOLITION AND DISPOSAL MUST BE DONE TO MEET ALL

CODES AND LAWS FOR PROPER DISPOSAL.

7. ALL RETURN AIR DUCTS MUST BE FILTERED DURING DEMO

AND CONSTRUCTION TO PREVENT DEBRIS FROM ENTERING

HVAC SYSTEM.

DEMO PLAN KEYNOTES:

DEMO AND DISPOSE OF EXISTING REFRIGERATOR SHELVING,

DOORS, AND INSULATED PANELS IN THEIR ENTIRETY, PATCH

AND REPAIR ADJACENT SURFACES AS REQUIRED.

DEMO AND DISPOSE OF EXISTING VCT FLOORING AND RUBBER

WALL BASE, PATCH AND REPAIR ADJACENT SURFACES AS

REQUIRED.

DEMO AND DISPOSE OF EXISTING WOOD WALL PANELING / TRIM,

PATCH AND REPAIR ADJACENT SURFACES AS REQUIRED.

DEMO AND DISPOSE OF EXISTING RAISED FLOORING IN ITS

ENTIRETY.

DEMO AND DISPOSE OF EXISTING CASEWORK, COUNTERTOPS

PLUMBING FIXTURES, POWER / DATA AND APPLIANCES, RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF EXISTING FRP PANELING AND ANY

ADJACENT RUBBER WALL BASE, PATCH AND REPAIR ADJACENT

SURFACES AS REQUIRED.

DEMO AND DISPOSE OF EXISTING ELECTRICAL FLOOR OUTLETS,

FILL CORES WITH GROUT, RE: MEP DRAWINGS FOR ADDITIONAL

INFORMATION.

D1

D2

D3

D4

D5

D6

D7

DEMO AND DISPOSE OF EXISTING SLAB ON GRADE CONCRETE

FLOOR AS REQUIRED TO DEMO EXISTING PLUMBING LINES AND

ROUTE NEW PLUMBING, RE: MEP DRAWINGS FOR ADDITIONAL

INFORMATION.

REMOVE AND SALVAGE EXISTING RESTROOM LAVATORY AND

MIRROR FOR REUSE IN NEW CONSTRUCTION, RE: FLOOR PLAN

AND MEP DRAWINGS FOR ADDITIONAL INFORMATION.

REMOVE AND SALVAGE EXISTING GRAB BARS AND TOILET

PAPER DISPENSER FOR REUSE IN NEW CONSTRUCTION, RE:

FLOOR PLAN FOR ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF EXISTING BABY CHANGING TABLE,

PAPER TOWEL DISPENSER, AND WALL MOUNTED TRASH

RECEPTACLE.

DEMO AND DISPOSE OF EXISTING MOP SINK IN ITS ENTIRETY,RE:

MEP DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF EXISTING WALL MOUNTED SHELVING IN

ITS ENTIRETY, PATCH AND REPAIR ADJACENT SURFACES AS

REQUIRED.

D8

D9

D10

D11

D14

D15

D16

D17

D18

D19

DEMO AND DISPOSE OF EXISTING WALL MOUNTED SINK, PATCH

AND REPAIR ADJACENT SURFACES AS REQUIRED. RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF NOTED PORTION OF EXISTING WALL,

PREP FOR NEW OPENING, RE: FLOOR PLAN

EXISTING COLUMN TO REMAIN, PROTECT DURING

CONSTRUCTION, PATCH AND REPAIR DRYWALL AS REQUIRED

FOR NEW FINISHES.

DEMO AND DISPOSE OF EXISTING FAILED IGU, PREP ALUMINUM

STOREFRONT FOR NEW IGU.

REMOVE EXISTING FILM AND STICKERS FROM EXISTING

ALUMINUM STOREFRONT GLAZING.

DEMO AND DISPOSE OF EXISTING DOOR HARDWARE. EXISTING

DOOR, DOOR FRAMES, AND EXISTING DOOR HINGES TO REMAIN

PROTECT DURING CONSTRUCTION.

DEMO AND DISPOSE OF EXISTING DOOR, DOOR FRAME, AND

DOOR HARDWARE IN ITS ENTIRETY.

D21

D22

DEMO AND DISPOSE OF EXISTING WATER HEATER, AND

ADJACENT CASEWORK IN ITS ENTIRETY, RE: MEP DRAWINGS

FOR ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF EXISTING COMMERCIAL SHELVING

UNITS.

DEMO AND DISPOSE OF EXISTING 3-BAY SINK & FLOOR SINK IN

THEIR ENTIRETY, RE: MEP DRAWINGS FOR ADDITIONAL

INFORMATION.

DEMO AND DISPOSE OF EXISTING FLOOR DRAIN, RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

D12

D13

D20

D23

D24

001A

CASHIER

001B

SALES

COOLER

STORAGE /

UTILITY

001C

VESTIBULE

UNISEX

RESTROOM

UNISEX

RESTROOM

D1

D2

D2

D2

D4

D5

D5

D6

D6

D6 D3

D6

D7D7

D8

D8

D8

D9

D9

D10D11

D10D11

D12

D23

D13

D14

D17

D18 D18 D18D18

D19

D19

D19

D20

D22

D22

D21

D17D17D17D17

D16 D16

D2

D2

D15

D19

D24

EXISTING DOOR TO REMAIN

DEMO PLAN LEGEND:

EXISTING WALL TO REMAIN

DEMOLITION WORK

EXISTING DOOR TO BE DEMOED

EX

EXISTING WALL TO BE DEMOED

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

AD-101

DEMO PLAN

1/4" = 1'-0"1 DEMO PLAN

DATE DESCRIPTION

D1

D1

D2

D2

D2

D3

D3

D3

D3

D3

D5

D5

D4

D6

D3

TYP.

D7

TYP.

D7

001A

CASHIER

001B

SALES

COOLER

STORAGE /

UTILITY

001C

VESTIBULE

UNISEX

RESTROOM

UNISEX

RESTROOM

ACT CEILING

9' - 7" A.F.F.

INSULATED PANELS

7' - 8" A.F.F.

ACT CEILING

9' - 7" A.F.F.

EX GYP. BD.

8' - 0" A.F.F.

EX GYP. BD.

8' - 0" A.F.F.

DEMO CEILING PLAN

KEYNOTES:

MODIFY EXISTING ACT CEILING GRID AND LAY-IN CEILING TILES

WHERE EXISTING WALL IS BEING MOVED, RE: RCP PLAN AND

MEP DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING ACT CEILING GRID AND LAY-IN CEILING TILES TO

REMAIN, PROTECT DURING CONSTRUCTION.

DEMO AND DISPOSE OF EXISTING LIGHT FIXTURES, RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO AND DISPOSE OF EXISTING SECURITY CAMERAS.

EXISTING GYP. BD. CEILING TO REMAIN PROTECT DURING

CONSTRUCTION, PATCH AND REPAIR AS REQUIRED.

DEMO AND DISPOSE OF EXISTING CEILING MOUNTED INSULATED

PANELS.

DEMO AND DISPOSE OF EXISTING LAMPING IN EXISTING SOFFIT

LIGHTS, RE: MEP DRAWINGS FOR ADDITIONAL INFORMATION.

D1

D2

D3

D4

D5

D6

D7

DEMO CEILING PLAN LEGEND

EXISTING WALL

DEMOLISHED (CUT THROUGH)

DEMOLISHED (SURFACE AREA)

EXISTING ACT CEILING TO REMAIN

EXISTING TROFFER LIGHT TO BE DEMOED

EXISTING WALL TO BE DEMOED

GENERAL DEMO NOTES:

1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. ANY

DISCREPANCIES IN DRAWINGS AND/OR EXISTING CONDITIONS

SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT FOR CLARIFICATION.

2. THE ARCHITECT DISCLAIMS ANY RESPONSIBILITIES AND/OR

KNOWLEDGE OF ASBESTOS . THE OWNER ACCEPTS ALL

RESPONSIBILITY FOR REMOVAL AND DISPOSAL OF ASBESTOS

IF DISCOVERED. ANY IMPACT OF ASBESTOS CONTAINING

BUILDING MATERIALS MUST BE COORDINATED.

3. ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL AUTHORITY

HAVING JURISDICTION AND INTERNATIONAL BUILDING CODE

2021.

4. ALL WORK SHALL BE IN COMPLIANCE WITH THE

CONSTRUCTION SPECIFICATION MANUAL WHICH IS PART OF

THE PROJECT DOCUMENTS.

5. ALL ABANDONED WIRING, CONDUITS OR MISC. MEP MUST BE

REMOVED.

6. ALL DEMOLITION AND DISPOSAL MUST BE DONE TO MEET ALL

CODES AND LAWS FOR PROPER DISPOSAL.

7. ALL RETURN AIR DUCTS MUST BE FILTERED DURING DEMO

AND CONSTRUCTION TO PREVENT DEBRIS FROM ENTERING

HVAC SYSTEM.

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

AD-103

DEMO CEILING PLAN

1/4" = 1'-0"1 DEMO CEILING PLAN

DATE DESCRIPTION

UNISEX

RESTROOM

UNISEX

RESTROOM

UTILITY /

STORAGE

LAB /

CLASSROOM

LOBBY

COMPUTER

LAB

OPEN

OFFICE

OFFICE

OFFICE

EXIT

ACCESS

A-40110

10' - 6 7/8" 3' - 0" 13' - 5" 3' - 9" 15' - 6 7/8" 5' - 4 7/8" 4' - 10 1/2" 5' - 8 3/8" 5' - 6 7/8"

6' - 0 1/8" 10' - 7 5/8" 10' - 4 7/8" 2' - 8 1/4" 4' - 3 1/2" 7' - 3 3/8" 10' - 4 7/8" 16' - 1 3/4"

8'

/8

/8

7'

/8

8'

/8 "6'

/8

5'

/8

7'

7/ 8"

4'

/2

006B

A-401

A-401

4 4

5 5

8 9

8 9

A-501

A-501

15 15

1 4

1 4

A-401

4'

/4

7'

7/ 8"

5'

/8

2'

/8

8'

/4

5'

/2

6A

BREAKROOM

A A

A-501

A-501

A-501

A-501

A-201

A-201

A-201

5' - 8 5/8" 6' - 4 1/8"

/8

GENERAL NOTES:

1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. ANY

DISCREPANCIES IN DRAWINGS AND/OR EXISTING CONDITIONS

SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT FOR CLARIFICATION.

2. THE ARCHITECT DISCLAIMS ANY RESPONSIBILITIES AND/OR

KNOWLEDGE OF ASBESTOS. THE OWNER ACCEPTS ALL

RESPONSIBILITY FOR REMOVAL AND DISPOSAL OF ASBESTOS

IF DISCOVERED.

3. NEW CONSTRUCTION MUST ALIGN WITH EXISTING STR.

GRID, WALLS, AND / OR OTHER ELEMENTS AS INDICATED.

4. SEE MEP FOR ALL ENGINEERING NOTES AND SCHEDULES.

5. DOORS IN STUD WALLS THAT ARE NOT SPECIFICALLY

LOCATED, PROVIDE A HINGE SIDE JAMB DIMENSION OF 6"

FROM DOOR OPENING TO ADJACENT WALL. ALL DOORS TO

HAVE KING STUDS (2X) BOTH SIDES.

6. PROVIDE BLOCKING IN THE WALL AS REQUIRED TO SECURE

COUNTERTOPS, CABINETRY AND SHELVING.

7. ALL DIMENSIONS ARE FROM FACE OF STUD, CABINETS,

ROUGH OPENINGS OR CENTERLINE OF GRID UNLESS NOTED

OTHERWISE.

8. ALL INTERIOR WALLS TO BE WALL TYPE 1 UNLESS OTHERWISE

NOTED.

9. SUBMIT MILLWORK SHOP DRAWINGS AND FINISH SUBMITTALS

TO ARCHITECT FOR APPROVAL BEFORE FABRICATION OR

INSTALLATION.

10. ALL ROUGH AND FINISH CONSTRUCTION SHALL BE IN

COMPLIANCE WITH GOVERNING CODES AND REGULATIONS AS

A MINIMUM STANDARD.

11. SEE SHEET G-002 FOR CONSTRUCTION TYPE AND CODE

INFORMATION.

12. SEE SHEET I-101 FOR ACCESSORY SCHEDULE AND G-003

FOR MOUNTING HEIGHTS.

13. ALL DRAWINGS, SCHEDULES, AND SPECIFICATIONS IN

CONSTRUCTION SET ARE TO BE CONSIDERED AS A WHOLE

AND ARE TO BE REFERENCED FOR ADDITIONAL INFORMATION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE ALL PHASES OF DEMOLITION AND

CONSTRUCTION.

FLOOR PLAN KEYNOTES:

GENERAL CONTRACTOR TO LEVEL AND OR GRIND EXISTING

CONCRETE FLOORS AS REQUIRED FOR NEW FLOORING, INSTALL

PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR TO

PROVIDE MOISTURE BARRIER AS RECOMMENDED BY FLOORIN

MNAUFACTURER.

INSTALL NEW WINDOW SHADES PER MANUFACTURER'S

INSTRUCTIONS, RE: FINISH SCHEDULE FOR ADDITIONAL

INFORMATION.

NEW CASEWORK AND SOLID SURFACE COUNTER RE:

INTERIOR ELEVATIONS, FINISH SCHEDULE, AND DETAILS FOR

ADDITIONAL INFORMATION.

NEW FLOOR FINISH AND BASE, RE: INTERIOR FINISH PLAN

AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

EXISTING COLUMN TO REMAIN, PROTECT DURING

CONSTRUCTION, PATCH AND REPAIR DRYWALL AS REQUIRED

FOR NEW FINISHES.

OWNER PROVIDED TELEVISION, CONTRACTOR INSTALLED ON

LOW PROFILE ADA WALL BRACKET, RE: MEP DRAWINGS FOR

ADDITIONAL INFORMATION.

GENERAL CONTRACTOR TO LEVEL AND OR GRIND EXISTING

CONCRETE FLOORS AS REQUIRED THOUGHOUT.

REINSTALL EXISTING SALVAGED RESTROOM LAVATORY AND

MIRROR PER ADA STANDARDS RE: SHEET G-003 FOR MOUNTING

HEIGHTS AND MEP DRAWINGS FOR ADDITIONAL INFORMATION.

REINSTALL EXISTING SALVAGED GRAB BARS AND TOILET PAPER

DISPENSER PER ADA STANDARDS, RE: SHEET G-003 FOR

MOUNTING HEIGHTS.

EXISTING ALUMINUM STOREFRONT TO REMAIN, REPLACE

EXISTING FAILED IGU, METAL TRIM, AND SEALANT AS REQUIRED.

ALUMINUM STOREFRONT FRAME TO BE PAINTED EP-1 ON THE

INTERIOR AND EXTERIOR. RE: EXTERIOR FINISH SCHEDULE.

INSTALL NEW KWIK-WALL VL2-35 STC ACCORDION PARTITION,

COLOR: LINDEN, DOVER GRAY, KWC-5 PER MANUFACTURER'S

INSTRUCTIONS.

ADD METAL HAT CHANNELS AS NEEDED TO APPLY GYP. BD. TO

EXISTING WALL ASSEMBLY.

INSTALL NEW FRP UP TO 6'-0" A.F.F., RE: FINISH PLAN AND FINISH

SCHEDULE FOR ADDITIONAL INFORMATION.

FUR OUT EXISTING WALLS TO BRING EXISTING TOILETS INTO

COMPLIANCE WITH ADA STANDARDS, RE: WALL TYPES AND

SHEET G-003 FOR STANDARDS.

INSTALL NEW SIMLABSOLUTIONS 30" SIMULATED MIRAGE

SURFACE MOUNTED HEADWALL PER MANUFACTURER'S

SPECIFICATIONS. MOUNT O.C. 60" A.F.F.

INSTALL NEW 1 1/2 SQUARE SEMI-RECESSED FIRE

EXTINGUISHER CABINET PER MANUFACTURER SPECIFICATIONS.

VERIFY WITH LOCAL FIRE AUTHORITY ON THE FINAL LOCATION.

INSTALL OWNER COPY MACHINE. RE: MEP DRAWINGS FOR

ADDITIONAL INFORMATION.

INSTALL NEW 10" TALL METAL KICKPLATE AT EXISTING

STOREFRONT DOORS. CAVITIES CREATED BY THE KICKPLATE

SHALL BE CAPPED.

EXISTING DOOR TO REMAIN

FLOOR PLAN LEGEND

EXISTING WALL TO REMAIN

NEW DOOR

EX

NEW CONSTRUCTION

NEW CASEWORK

NEW CASEWORK OVERHEAD

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

A-101

CONSTRUCTION PLAN

1/4" = 1'-0"1 CONSTRUCTION PLAN

DATE DESCRIPTION

07/19/2024 100% DESIGN DEVELOPMENT

02/24/2025 ADDENDUM #1 - CODE REVIEW

RESTROOM

UNISEX

RESTROOM

UTILITY /

STORAGE

LAB /

CLASSROOM

LOBBY

COMPUTER

LAB

OPEN

OFFICE

OFFICE

009OFFICE

EXIT

ACCESS

BREAKROOM

GENERAL NOTES:

1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. ANY

DISCREPANCIES IN DRAWINGS AND/OR EXISTING CONDITIONS

SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT FOR CLARIFICATION.

2. THE ARCHITECT DISCLAIMS ANY RESPONSIBILITIES AND/OR

KNOWLEDGE OF ASBESTOS. THE OWNER ACCEPTS ALL

RESPONSIBILITY FOR REMOVAL AND DISPOSAL OF ASBESTOS

IF DISCOVERED.

3. NEW CONSTRUCTION MUST ALIGN WITH EXISTING STR.

GRID, WALLS, AND / OR OTHER ELEMENTS AS INDICATED.

4. SEE MEP FOR ALL ENGINEERING NOTES AND SCHEDULES.

5. DOORS IN STUD WALLS THAT ARE NOT SPECIFICALLY

LOCATED, PROVIDE A HINGE SIDE JAMB DIMENSION OF 6"

FROM DOOR OPENING TO ADJACENT WALL. ALL DOORS TO

HAVE KING STUDS (2X) BOTH SIDES.

6. PROVIDE BLOCKING IN THE WALL AS REQUIRED TO SECURE

COUNTERTOPS, CABINETRY AND SHELVING.

7. ALL DIMENSIONS ARE FROM FACE OF STUD, CABINETS,

ROUGH OPENINGS OR CENTERLINE OF GRID UNLESS NOTED

OTHERWISE.

8. ALL INTERIOR WALLS TO BE WALL TYPE 1 UNLESS OTHERWISE

NOTED.

9. SUBMIT MILLWORK SHOP DRAWINGS AND FINISH SUBMITTALS

TO ARCHITECT FOR APPROVAL BEFORE FABRICATION OR

INSTALLATION.

10. ALL ROUGH AND FINISH CONSTRUCTION SHALL BE IN

COMPLIANCE WITH GOVERNING CODES AND REGULATIONS AS

A MINIMUM STANDARD.

11. SEE SHEET G-002 FOR CONSTRUCTION TYPE AND CODE

INFORMATION.

12. SEE SHEET I-101 FOR ACCESSORY SCHEDULE AND G-003

FOR MOUNTING HEIGHTS.

13. ALL DRAWINGS, SCHEDULES, AND SPECIFICATIONS IN

CONSTRUCTION SET ARE TO BE CONSIDERED AS A WHOLE

AND ARE TO BE REFERENCED FOR ADDITIONAL INFORMATION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE ALL PHASES OF DEMOLITION AND

CONSTRUCTION.

EXISTING DOOR TO REMAIN

FLOOR PLAN LEGEND

EXISTING WALL TO REMAIN

NEW DOOR

EX

NEW CONSTRUCTION

NEW CASEWORK

NEW CASEWORK OVERHEAD

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

A-102

FURNITURE PLAN

1/4" = 1'-0"1 FURNITURE PLAN

FURNITURE FOR REFERENCE

ONLY - CONFIRM WITH

BUILDING TENANT ALL

FURNITURE LAYOUT AND CUT

SHEETS

FOR REFERENCE ONLY

DATE DESCRIPTION

EX GYP. BD.

8' - 0" A.F.F.

EX GYP. BD.

8' - 0" A.F.F.

UNISEX

RESTROOM

UNISEX

RESTROOM

OFFICE

UTILITY /

STORAGE

LAB /

CLASSROOM

OFFICE

009LOBBY

EXIT

ACCESS

COMPUTER

LAB

OPEN

OFFICE

ACT CEILING

9' - 7" A.F.F.

ACT CEILING

9' - 7" A.F.F.

ACT CEILING

9' - 7" A.F.F.

ACT CEILING

9' - 7" A.F.F.

9' - 7" A.F.F.

ACT CEILING

ACT CEILING

9' - 7" A.F.F.

ACT CEILING

9' - 7" A.F.F.

ACT CEILING

9' - 7" A.F.F.

3 3

TYP.

TYP.

BREAKROOM

ACT CEILING

9' - 7" A.F.F.

3 4

A-103

12' - 9 1/4" 21' - 0 7/8" 22' - 3 3/8" 12' - 7 1/4"

GENERAL NOTES:

1. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. ANY

DISCREPANCIES IN DRAWINGS AND/OR EXISTING CONDITIONS

SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT FOR CLARIFICATION.

2. THE ARCHITECT DISCLAIMS ANY RESPONSIBILITIES AND/OR

KNOWLEDGE OF ASBESTOS. THE OWNER ACCEPTS ALL

RESPONSIBILITY FOR REMOVAL AND DISPOSAL OF ASBESTOS

IF DISCOVERED.

3. NEW CONSTRUCTION MUST ALIGN WITH EXISTING STR.

GRID, WALLS, AND / OR OTHER ELEMENTS AS INDICATED.

4. SEE MEP FOR ALL ENGINEERING NOTES AND SCHEDULES.

5. DOORS IN STUD WALLS THAT ARE NOT SPECIFICALLY

LOCATED, PROVIDE A HINGE SIDE JAMB DIMENSION OF 6"

FROM DOOR OPENING TO ADJACENT WALL. ALL DOORS TO

HAVE KING STUDS (2X) BOTH SIDES.

6. PROVIDE BLOCKING IN THE WALL AS REQUIRED TO SECURE

COUNTERTOPS, CABINETRY AND SHELVING.

7. ALL DIMENSIONS ARE FROM FACE OF STUD, CABINETS,

ROUGH OPENINGS OR CENTERLINE OF GRID UNLESS NOTED

OTHERWISE.

8. ALL INTERIOR WALLS TO BE WALL TYPE 1 UNLESS OTHERWISE

NOTED.

9. SUBMIT MILLWORK SHOP DRAWINGS AND FINISH SUBMITTALS

TO ARCHITECT FOR APPROVAL BEFORE FABRICATION OR

INSTALLATION.

10. ALL ROUGH AND FINISH CONSTRUCTION SHALL BE IN

COMPLIANCE WITH GOVERNING CODES AND REGULATIONS AS

A MINIMUM STANDARD.

11. SEE SHEET G-002 FOR CONSTRUCTION TYPE AND CODE

INFORMATION.

12. SEE SHEET I-101 FOR ACCESSORY SCHEDULE AND G-003

FOR MOUNTING HEIGHTS.

13. ALL DRAWINGS, SCHEDULES, AND SPECIFICATIONS IN

CONSTRUCTION SET ARE TO BE CONSIDERED AS A WHOLE

AND ARE TO BE REFERENCED FOR ADDITIONAL INFORMATION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE ALL PHASES OF DEMOLITION AND

CONSTRUCTION.

CEILING PLAN KEYNOTES:

INSTALL NEW ACT CEILING GRID, AND LAY-IN CEILING TILES TO

MATCH AND ALIGN WITH EXISTING ACT CEILING.

INSTALL NEW / SALVAGED ACT CEILING TILES TO MATCH AND

ALIGN WITH EXISTING ACT CEILING WHERE EXISTING TROFFER

LIGHTS WERE DEMOED.

INSTALL NEW LED TROFFER LIGHTS IN ACT CEILING, RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING ACT CEILING GRID AND CEILING TILES TO REMAIN,

PROTECT DURING CONSTRUCTION. PATCH AND REPAIR AS

REQUIRED WITH NEW / SALVAGED TILES / GRID FROM DEMOED

AREA TO MATCH EXISTING.

NEW LED STRIP LIGHTING FIXTURE, RE: MEP DRAWINGS FOR

ADDITIONAL INFORMATION.

INSTALL NEW LAMPING IN EXISTING SOFFIT CAN LIGHTS, RE:

MEP DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING GYP. BD. CEILING TO REMAIN, PROTECT DURING

CONSTRUCTION, PATCH AND REPAIR AS REQUIRED FOR NEW

PAINT.

INSTALL NEW LINO CHANNEL MOUNTED LINEAR LIGHTING

FIXTURES PER MANUFACTURER'S INSTRUCTIONS, RE: MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

DEMO CEILING PLAN LEGEND

EXISTING WALL

NEW ACT CEILING

NEW TROFFER LIGHT

EXISTING ACT CEILING TO REMAIN

NEW CONSTRUCTION

NEW LED LINEAR FIXTURE

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

A-103

CEILING PLAN

1/4" = 1'-0"1 CEILING PLAN

1/4" = 1'-0"2 EXTERIOR SOFFIT CEILING PLAN

ALT #1

ALT #1

DATE DESCRIPTION

FIRST FLOOR PLAN

100' - 0"

SOFFIT HEIGHT

111' - 2"

PARAPET HEIGHT

114' - 10"

EP-2

EP-2

EP-1

EP-4

EP-4 EP-2

EP-1

NEW WALL MOUNTED

EXTERIOR LIGHT FIXTURE,

RE: MEP DRAWINGS

FIRST FLOOR PLAN

100' - 0"

SOFFIT HEIGHT

111' - 2"

PARAPET HEIGHT

114' - 10"

EP-4

EP-4EP-4

EP-2

PARAPET SIDE

EP-2

EP-2

EP-2

PARAPET SIDE

EP-2

GUTTER / DOWNSPOUT GUTTER / DOWNSPOUT

FIRST FLOOR PLAN

100' - 0"

SOFFIT HEIGHT

111' - 2"

PARAPET HEIGHT

114' - 10"

EP-2

EP-4

EP-1

EP-2EP-2

NEW WALL MOUNTED

EXTERIOR LIGHT FIXTURE,

RE: MEP DRAWINGS

EP-4

EXTERIOR FINISH SCHEDULE:

MATERIAL: PAINT

PRODUCT: SHERWIN WILLIAMS

COLOR: SW 6510 LOYAL BLUE

EP-1

MATERIAL: PAINT

PRODUCT: SHERWIN WILLIAMS

COLOR: SW 6502 LOCH BLUE

EP-2

MATERIAL: PAINT

PRODUCT: SHERWIN WILLIAMS

COLOR: SW 6677 GOLDENROD

EP-3

MATERIAL: PAINT

PRODUCT: SHERWIN WILLIAMS

COLOR: SW 7662 EVENING SHADOW

EP-4

FIRST FLOOR PLAN

100' - 0"

SOFFIT HEIGHT

111' - 2"

PARAPET HEIGHT

114' - 10"

MORGAN COMMUNITY COLLEGE

EP-2

EP-2

EP-1EP-1

EP-4

EP-4

EP-1

EP-4EP-2

EP-1

EP-1

ALUM. STOREFRONT

EP-1

ALUM. STOREFRONT

EP-1

ALUM. STOREFRONT

EP-3 EP-3

NEW WALL MOUNTED

EXTERIOR LIGHT FIXTURE,

RE: MEP DRAWINGS

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

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2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

A-201

EXTERIOR ELEVATIONS

3/16" = 1'-0"2 NORTH ELEVATION

3/16" = 1'-0"3 EAST ELEVATION

3/16" = 1'-0"4 SOUTH ELEVATION

3/16" = 1'-0"1 WEST ELEVATION

DATE DESCRIPTION

07/19/2024 100% DESIGN DEVELOPMENT

FIRST FLOOR PLAN

100' - 0"

SOFFIT HEIGHT

111' - 2"

PARAPET HEIGHT

114' - 10"

MP-1

MP-1

MP-1 B-1 B-1

EP-3

EP-3 D1

D2

D1

D2

D1

D2

2D2

D3

D1

D2

D1D1

D3D3

1' - 8 1/2"1' - 8 1/2"

D2 D2

3 33

EP-3

ALUM.

STOREFRONT

EP-3

ALUM.

STOREFRONT

EP-3

ALUM.

STOREFRONT

D1

D1

MP-2MP-2

MP-2MP-2

FIRST FLOOR PLAN

100' - 0"

PARAPET HEIGHT

114' - 10"

MP-1

MP-1MP-1 B-1 B-1

MP-2

EP-3

B

D1

D2

D1

D2

D1

D2

2 2

D2

D2

D1

D2

FIRST FLOOR PLAN

100' - 0"

PARAPET HEIGHT

114' - 10"

EP-1

EP-2

MP-1MP-1

EP-1

PARAPET SIDE

EP-1

GUTTER / DOWNSPOUT

EP-1

PARAPET SIDE

EP-1

GUTTER / DOWNSPOUT

D2

D3

D3D3

D2

D1

FIRST FLOOR PLAN

100' - 0"

PARAPET HEIGHT

114' - 10"

B-1

MP-1

D1

D2

D2

D1

D2

D1

D2

MP-1MP-1

EXTERIOR FINISH SCHEDULE:

MATERIAL: THIN BRICK

MANUFACTURER: ENDICOTT

PRODUCT: THIN BRICK

COLOR: GRAPHITE

TEXTURE: SMOOTH

BOND PATTERN: VERTICAL STACKED BOND

SIZE: MODULAR

MORTAR: SPEC MIX, COLORED MORTAR / SM770 SABLE

B-1

MATERIAL: PAINT

PRODUCT: SHERWIN WILLIAMS

COLOR: MATCH METAL PANEL MILITARY BLUE

EP-1

MATERIAL: PAINT

PRODUCT: SHERWIN WILLIAMS

COLOR: SW 7662 EVENING SHADOW

EP-2

MATERIAL: METAL PANEL

MANUFACTURER: PAC-CLAD

PRODUCT: BOX RIB WALL PANEL SYSTEMS

COLOR: MILITARY BLUE

PROFILES: PANEL A: BOX RIB 1

PANEL B: BOX RIB 2

PANEL C: BOX RIB 3

PANEL PATTERN: A,B,C,A,B

MP-1

MATERIAL: PAINT

PRODUCT: SHERWIN WILLIAMS

COLOR: SW 6510 LOYAL BLUE

EP-3

MATERIAL: METAL PANEL

MANUFACTURER: TBD

PRODUCT: SHEET METAL PANEL

COLOR: SW 6510 LOYAL BLUE

MP-2

FIRST FLOOR PLAN

100' - 0"

PARAPET HEIGHT

114' - 10"

MP-1

EP-2

MP-1MP-1

EP-1

PARAPET SIDE

EP-1

GUTTER / DOWNSPOUT

EP-1

PARAPET SIDE

EP-1

GUTTER / DOWNSPOUT

D2

D2

D2

D1

D3D3

DEMO ELEVATION KEYNOTES:

DEMO AND DISPOSE OF EXISTING EXTERIOR CMU FAUX

PANELING AND SHEATHING BACK TO EXISTING METAL WALL

STUDS.

DEMO AND DISPOSE OF EXISTING METAL PANELING AND

SHEATHING BACK TO EXISTING METAL STUDS.

EXISTING METAL PANELING TO REMAIN PROTECT DURING

CONSTRUCTION AND PAINT AS NOTED.

D1

D2

D3

ELEVATION KEYNOTES:

INSTALL NEW THIN BRICK PER DETAILS ON SHEET A-502.

INSTALL NEW METAL PANELING SYSTEM AND REQUIRED

BACKING PER DETAILS ON SHEET A-502.

FRAME OUT EXISTING WALL AND PROVIDE EXTERIOR GYP. BD.

SHEATHING / OR PLYWOOD. THEN INSTALL BRAKE METAL AND

PAINT AS NOTED.

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

A R

C H

IT

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C T

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A L

W O

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O P

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LC

. A

LL

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IG

H T

S R

E S

E R

V E

D

2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

A-202

EXTERIOR ELEVATIONS

3/16" = 1'-0"1 WEST ELEVATION

3/16" = 1'-0"2 NORTH ELEVATION

3/16" = 1'-0"4

EAST ELEVATION

3/16" = 1'-0"3 SOUTH ELEVATION

3/16" = 1'-0"5

EAST ELEVATION

ALT #1

ALT #1

ALT #1

ALT #1

ALT #2

DATE DESCRIPTION

07/19/2024 100% DESIGN DEVELOPMENT

AC

01FRP-1

P-1

6'

RB-1

2' - 10"

AC

FRP-1

P-1

6'

RB-1

AC

FRP-1

P-1

RB-1

6'

1' - 4"

3' - 0 5/8"

AC

6'

FRP-1

P-1

P-2

RB-1

AC

FRP-1

P-1

6'

RB-1

FRP-1

P-1

6'

P-2

RB-1

AC

FRP-1

P-1

AC

6'

RB-1

1' - 4"

3' - 0 5/8"

AC

FRP-1

P-1

AC

6'

RB-1

0' - 1 1/2" 2' - 6" 3' - 0" 2' - 6" 2' - 6" 0' - 1 1/2"

10' - 9"

1'

3'

4'

9'

P-1

P-1 SS-1

PLAM-1

PLAM-1

A-501

A-501

RB-1

P-1

SS-1

PLAM-1

P-1PLAM-1

1'

3'

1'

2'

0"

9'

1 3/8" 1' - 9" 3' - 0" 2' - 9" 2' - 6" 1 3/8"

10' - 2 3/4"

A-501

A-501

A-501

A-501

RB-1

PROJECT NO.: INITIAL DATE:

DRAWN BY: CHECKED BY:

ARCHITECTURAL WORKSHOP . DENVER, COLORADO

A R

C H

IT

E

C T

U R

A L

W O

R K

S H

O P

, L

LC

. A

LL

R

IG

H T

S R

E S

E R

V E

D

2417mcc JUNE 2024

ZEAP JM

2024-107_MORGAN CC

WRAY CAMPUS T.I.

300 DEXTER ST

WRAY CO, 80758

A-401

INTERIOR ELEVATIONS

3/8" = 1'-0"1 RR 003 - WEST ELEVATION

3/8" = 1'-0"2 RR 003 - NORTH ELEVATION

3/8" = 1'-0"3 RR 003 - EAST ELEVATION

3/8" = 1'-0"4 RR 003 - SOUTH ELEVATION

3/8" = 1'-0"7 RR 004 - EAST ELEVATION

3/8" = 1'-0"8 RR 004 - SOUTH ELEVATION

3/8" = 1'-0"5 RR 004 - WEST ELEVATION

3/8" = 1'-0"6 RR 004 - NORTH ELEVATION

3/8" = 1'-0"10 LAB / CLASSROOM 006 - NORTH ELEVATION

3/8" = 1'-0"9 BREAKROOM 011 - EAST ELEVATION

DATE DESCRIPTION

EXISTING ACT CEILING

3 5/8" METAL STUDS, 16"

O.C. U.N.O.

PROVIDE UNFACED

SOUND BATT INSULATION

FULL HEIGHT

SEALANT, CONT. AT BASE

RATING: NON-RATED

5/8" GYP. BD. BOTH SIDES

FASTEN PER MFR.

RECOMMENDATION

RUBBER WALL BASE,

RE: FINISH SCHEDULE

PROVIDE ANGLE BRACE

AT 8'-0" O.C. FROM T.O.

WALL TO B.O. STR.

PROVIDE SOUND BATT

INSULATION 4'-0" EACH SIDE

AT ALL NEW WALL

LOCATIONS.

PER SCH.

2" 5/

8"

FRAMING PER WALL TYPE.

DOUBLE STUD JAMB POST

H.M. FRAME & SOLID

WOOD DOOR

RE: DOOR SCHEDULEHEAD

P E

R S

C H

2" 5/8"

FRAMING PER WALL TYPE.

DOUBLE STUD JAMB POST

H.M. FRAME AND SOLID

WOOD DOOR

RE: DOOR SCHEDULE

JAMB

PLAM FULL HEIGHT

DOOR TO PROVIDE ADA

ACCESS W/ INTEGRAL

TOE KICK

RB-1.

SOLID SURFACE

COUNTER TOP, RE:

FINISH SCH. AND

INTERIOR ELEVS.

CABINET BACK PER AWI

STANDARDS

FAUCET, RE: PLUMB.

DWGS…