Union County Renovation Addendum 2.pdf

Invitation for Bid No. 2026-040 UC EMS Renovation

ADDENDUM No. 2 ISSUE DATE: August 26, 2026

Responding Offerors on this project are hereby notified that this Addendum shall be made a part of the above named IFB document.

The following items add to, modify, and/or clarify the IFB documents and shall have the full force and effect of the original Documents. This Addendum shall be acknowledged by the Offeror in the IFB document.

ADDENDUM 2

© C DESIGN # 0604-0763 00910 - 1 Union County EMS Renovation

08.26.2026

Union County EMS Renovation

Union County, North Carolina OWNER: Union County

C DESIGN Project No.: 0604-0763 Contract Document Date: February 16, 2026

Issue to: All Registered Planholders Addendum Date: August 26, 2026

A. NOTICE TO BIDDER

1. This Addendum is issued to the Conditions of the Contract and is hereby made part of the Contract Documents. The Addendum serves to clarify, revise, and supersede information in the Project Manual, the Drawings, and previously issued Addenda.

2. The Bidder shall acknowledge receipt of this Addendum in the appropriate space on the Form of Proposal.

3. The date for receipt of bids for this project is not changed by this Addendum and is at same location.

B. REVISIONS TO PREVIOUS ADDENDA - NONE

C. CHANGES TO SPECIFICATIONS

1. See changes to sheet specifications listed below.

D. CHANGES TO DRAWINGS

1. Revised Sheet G3.01

a. Added scope, at the Owner’s request, for replacement of the existing aluminum storefront system.

2. Revised Sheet C1.00

a. Changed scope, at the Owner’s request, to retain signage.

3. Revised Sheet C3.00

a. Changed grass type, at the Owner’s request, to be Fescue Blend Sod.

b. Changed scope, at the Owner’s request, to retain signage.

4. Revised Sheet C4.00

a. Changed scope, at the Owner’s request, to retain signage.

5. Revised Sheet A0.11

a. Removed Section 00 50 00 – Contracting Requirements

b. Removed Section 01 10 00 – General Requirements

c. Added Section 08 41 13 – Aluminum-Framed Entrances and Storefronts

6. Revised Sheet A0.12

a. Reorganization of page due to removed & added sections.

7. Revised Sheet A1.01

a. Added scope, at the Owner’s request, for replacement of the existing aluminum storefront system.

8. Revised Sheet A3.00

a. Added scope, at the Owner’s request, for replacement of the existing aluminum storefront system.

9. Revised Sheet A10.00

a. Added scope, at the Owner’s request, for replacement of the existing aluminum storefront system.

b. Added alternate scope, at the Owner’s request, for tiling restrooms.

ADDENDUM 2

© C DESIGN # 0604-0763 00910 - 2 Union County EMS Renovation

E. RESPONSES TO REQUESTS FOR INFORMATION - NONE

C DESIGN

Caden Norville

0604-0763/405

END OF ADDENDUM

ROOM

ROOM NAME

ROOM NUMBER

OCC. EXIT ACTUAL | EXIT WIDTH | OCC. EXIT CAPACITY | PANIC HARDWARE

EXIT FROM SPACE OR FLOOR

MOST REMOTE PATH OF EGRESS WITH DISTANCE

LONGEST COMMON PATH OF EGRESS TRAVEL

EXIT LIGHT

FIRE ALARM CONTROL PANEL

MRP 0'-0"

LCP 0'-0"

F.A.C.

SURFACE MOUNTED FIRE EXTINGUISHERFE

0 34 171 -

1.

2.

TOTAL BUILDING OCCUPANT COUNT= 29.

FURNITURE LAYOUT SHOWN IS PRELIMINARY. ACTUAL LAYOUT TO BE DETERMINED BY

OWNER.

MRP = 71' - 5"

LCP = 29' - 0"

69 34312 -

34 1712 -

34 1713 -

STORAGE

MECH /

ELEC

GARAGE

GARAGE

DINING/REC

KITCHEN

TOILET

TOILET

WORK

ROOM

OFFICE

CORRIDOR

SHWR

FE

FE

EXISTING CANOPY ABOVE

EXISTING CANOPY ABOVE

REPLACE

DOOR TO

MATCH

EXISTING34 17112 -

PLAN NORTHTRUE NORTH

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C DESIGN

704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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Eric Simpson 704.238.7768 copyright 2026, C DESIGN INC.

8/

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G3.01

LIFE SAFETY PLAN

EMS RENOVATION

UNION COUNTY

0604-0763 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

NTS LIFE SAFETY LEGEND & NOTES20

1/8" = 1'-0"01 LEVEL 00 - LIFE SAFETY PLAN

OCCUPANCY LOAD CALCULATION

ROOM NUMBER ROOM NAME

USE GROUP

CATEGORY AREA AREA PER OCCUPANT OCCUPANCY LOAD

B

015 CORRIDOR B 98 SF 100 GROSS 0.98

016 SHWR B 15 SF 100 GROSS 0.15

017 TOILET B 44 SF 100 GROSS 0.44

018 TOILET B 61 SF 100 GROSS 0.61

019 KITCHEN B 158 SF 100 GROSS 1.58

020 DINING/REC B 597 SF 100 GROSS 5.97

021 WORK ROOM B 438 SF 100 GROSS 4.38

022 OFFICE B 319 SF 100 GROSS 3.19

1729 SF 17.29

S-2

009 GARAGE S-2 1364 SF 300 GROSS 4.55

010 GARAGE S-2 1618 SF 300 GROSS 5.39

012 STORAGE S-2 302 SF 300 GROSS 1.01

013 MECH / ELEC S-2 81 SF 300 GROSS 0.27

3366 SF 11.22

5095 SF 28.51

1 08.19.2026 Owner Changes

08/26/2026

CO

NC

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100.00' PUBLIC R/W

0 55

2 55

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553 552

551 55 2 55 3 553

1 552

X X

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C DESIGN

704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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PROJECT NUMBER

DATE

copyright 2026, C DESIGN INC.

Eric Simpson 704.238.7768 eric.simpson@unioncountync.gov

EMS RENOVATION

UNION COUNTY

50191188 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

Dewberry Engineers Inc.

NCBOLA #C-478

NCBELS #F-0929

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

Know what's below.

before you dig.Call

R

REVISIONS

EX

IS

TI

NG

R /W

(T

YP

EX

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R /W

(T

YP

EXISTING PROPERTY LINE (TYP.)

CONTRACTOR SHALL REMOVE AND DISPOSE OF APPROXIMATELY 8860 SF OF EXISTING

ASPHALT AND 2985 SF OF EXISTING GRAVEL. CONTRACTOR SHALL STOCKPILE AND

REUSE GRAVEL AS NEEDED - SEE SHEET C3.00 FOR FINAL LOCATION AND QUANTITY.

CONTRACTOR SHALL REMOVE AND DISPOSE OF

APPROXIMATELY 170 SF OF EXISTING CONCRETE

CONTRACTOR SHALL PROTECT EXISTING CONCRETE

TO REMAIN THROUGHOUT CONSTRUCTION

CONTRACTOR SHALL PROTECT EXISTING FIRE

HYDRANT TO REMAIN THROUGHOUT CONSTRUCTION

CONTRACTOR SHALL ADJUST EXISTING

WATER VALVE TO BE FLUSH WITH FINISHED

GRADE. SEE SHEET C4.00 FOR ELEVATION.

CONTRACTOR SHALL PROTECT

EXISTING MAILBOX TO REMAIN

THROUGHOUT CONSTRUCTION

CONTRACTOR SHALL PROTECT EXISTING

METAL CANOPY AND COLUMNS TO

REMAIN THROUGHOUT CONSTRUCTION

CONTRACTOR SHALL PROTECT EXISTING CONCRETE AND

HVAC UNIT TO REMAIN THROUGHOUT CONSTRUCTION

CONTRACTOR SHALL PROTECT EXISTING GAS

METER TO REMAIN THROUGHOUT CONSTRUCTION

C1.00

DEMO AND ESC PLAN

10'0' 20'

1" = 10'

PROPOSED CONCRETE

WASHOUT (TYP.)

PROPOSED CONSTRUCTION

ENTRANCE (TYP.)

PROPOSED INLET

PROTECTION (TYP.)

PROPOSED LIMITS OF

DISTURBANCE (TYP.)

PROPOSED ROCK

OUTLET (TYP.)

PROPOSED SILT

FENCE (TYP.)

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LEGEND

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EXISTING PROPERTY LINE (TYP.)

15' SIDE YARD

' R

EA

R

YA

RD

' S

ET

BA

CK

' R

EA

R

YA

RD

15' SIDE YARD

PROPOSED LIMITS OF DISTURBANCE TO BE

ON PROPERTY LINE. CONTRACTOR SHALL

INSTALL SILT FENCE ON PROPERTY LINE.

EX

IS

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NG

R /W

(T

YP

CONTRACTOR SHALL PROTECT EXISTING

GRAVEL OUTSIDE LIMITS OF DISTURBANCE.

STOCKPILE/STAGING AREA

THE SOIL TYPE IS BaB FOR THIS SITE.

THE DENUDED LIMITS ARE 0.32 AC.

NORTHWEST PROPERTY CORNER:

N: 508,029.7080 E: 1,540,358.1290

BENCHMARK (TOP OF FIRE HYDRANT):

ELEV: 549.86

NOTE:

08189030

UNION COUNTY

DB 9128 PG 583

ZONING: RA-40

SCALE:

CONTRACTOR SHALL PROTECT EXISTING

FLAGPOLE, SIGN AND LIGHTS TO REMAIN

THROUGHOUT CONSTRUCTION1

PROPOSED 15' X 75'

SIGHT TRIANGLE (TYP.)

PROPOSED 15' X 75'

SIGHT TRIANGLE (TYP.)

CONTRACTOR SHALL PROTECT

EXISTING WATER LINE TO REMAIN

THROUGHOUT CONSTRUCTION

CONTRACTOR SHALL SAWCUT

EXISTING PAVEMENT (TYP.)

Docusign Envelope ID: D104906C-80DC-8C80-81C2-97993B640C66

8/26/2026

NC

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9.0 0'

(T

YP

19.00' (TYP.)

8.0 0'

8.0 0'

9.00' (TYP.)

7.00'

100.00' PUBLIC R/W

N 507,873 E 1,540,359

N 507,853 E 1,540,370 N 507,852

E 1,540,388

N 507,867 E 1,540,457

N 507,918 E 1,540,411

N 507,998 E 1,540,395

N 508,020 E 1,540,335

N 507,920 E 1,540,335

N 507,942 E 1,540,367

N 507,952 E 1,540,354

N 507,923 E 1,540,335

N 507,991 E 1,540,366

N 507,998 E 1,540,339

N 508,014 E 1,540,334

N 508,032 E 1,540,329

N 507,907 E 1,540,329

6.00'

.00

6.00'

.00

.00

12.00'

.00

' T

AP

ER

R3.00'

26.00'

N 507,898 E 1,540,361

N 507,913 E 1,540,366

4.68'

5.9 1'

6.0 0'

6.0 0'

N 507,870 E 1,540,408

N 507,870 E 1,540,415

R3.00'

.00

R50.00'

R20.00'

R30.00'

R10.00'

R30.00'

58.34'

±30.50'

N 507,907 E 1,540,327

N 508,032 E 1,540,327

W

ID

TH

O

F

PR

OP

ER

TY

F

RO

NT

AG

E:

0.2

7'

VAN

6.0 0'

6.0 0'

5.9 1'

6.0 0'

.75

7.00'

3.0 6'

9.2 5'

19.00'

8.00' 8.00'

AD

A

ADA

AD

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C DESIGN

704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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PROJECT NUMBER

DATE

copyright 2026, C DESIGN INC.

Eric Simpson 704.238.7768 eric.simpson@unioncountync.gov

EMS RENOVATION

UNION COUNTY

50191188 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

Dewberry Engineers Inc.

NCBOLA #C-478

NCBELS #F-0929

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

Know what's below.

before you dig.Call

R

REVISIONS

PROPOSED CONCRETE WHEEL STOP

(TYP.) - SEE DETAIL ON SHEET C8.01

PROPOSED 6" MONOLITHIC CONCRETE

SIDEWALK - SEE DETAIL ON SHEET C8.01

EX

IS

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R /W

(T

YP

EX

IS

TI

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R /W

(T

YP

CONTRACTOR SHALL TIE ASPHALT

FLUSH WITH EXISTING CONCRETE

LEGEND

EXISTING PROPERTY LINE (TYP.)

CONTRACTOR SHALL TIE ASPHALT

FLUSH WITH EXISTING PAVEMENT

PROPOSED 24" THERMOPLASTIC

STOP BAR (TYP.)

APPROXIMATE LOCATION OF

EXISTING COLUMNS (TYP.)

PROPOSED SIDEWALK RAMP (TYP.)

- SEE DETAIL ON SHEET C8.01

PROPOSED DETECTABLE WARNING

PAD WITH TRUNCATED DOMES

(TYP.) - SEE DETAIL ON SHEET C8.01

PROPOSED 15' X 75'

SIGHT TRIANGLE (TYP.)

EXISTING DOOR (TYP.)

C3.00

SITE PLAN

EX

IS

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P

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EXISTING PROPERTY LINE (TYP.)

PROPOSED FESCUE

BLEND SOD (TYP.)

PROPOSED FESCUE

BLEND SOD (TYP.)

BUILDING SHOWN FOR

INFORMATION ONLY - SEE

ARCHITECTURAL DRAWINGS

FOR MORE INFORMATION

PROPOSED 175 SF OF GRAVEL

(TYP.) - SEE DETAIL ON SHEET C8.01

PROPOSED STANDARD DUTY ASPHALT

(TYP.) - SEE DETAIL ON SHEET C8.01

PROPOSED ADA PARKING SPACE

AND ACCESS AISLE (TYP.)

PROPOSED ADA SIGN MOUNTED

ON FACE OF BUILDING - SEE

DETAIL ON SHEET C8.01

PROPOSED CONCRETE

PAVEMENT - SEE DETAIL

ON SHEET C8.01

15' SIDE YARD

' R

EA

R

YA

RD

' S

ET

BA

CK

15' SIDE YARD

EXISTING METAL BUILDING

CANOPY OVER SIDEWALK (TYP.)

PROPOSED HEAVY DUTY ASPHALT

(TYP.) - SEE DETAIL ON SHEET C8.01

PROPOSED FESCUE

BLEND SOD (TYP.)

SITE ACCESSIBILITY INSET

SCALE: 1" = 5'

1. ANY REQUEST BY A GOVERNING AUTHORITY OR

INSPECTOR TO ALTER THE ADA COMPLIANCE

DETAILS OR REQUIREMENTS DEPICTED IN THE PLANS

AND SPECIFICATIONS MUST BE DIRECTED TO THE

CONSTRUCTION MANAGER FOR AUTHORIZATION.

ANY CHANGES MADE BY A PRIMARY OR

SUB-CONTRACTOR WITHOUT AUTHORIZATION FROM

THE CONSTRUCTION MANAGER AND LATER FOUND

TO BE NON-COMPLIANT WITH THE DETAILS AS

SHOWN IN THE PLANS AND SPECIFICATIONS WILL BE

REMOVED AND REPLACED AND MADE FULLY

COMPLIANT REGARDLESS OF MAGNITUDE AT THE

PRIMARY AND/OR SUB-CONTRACTOR'S EXPENSE.

THE PRIMARY SHALL FOLLOW THE RFI PROCESS IN

ESTABLISHING THE APPROVAL OR DENIAL OF

CHANGES TO ADA RELATED DETAILS OR MOUNTING

DIMENSIONS.

2. RE: GRADING PLAN SHEET C4.00 FOR FINAL GRADES.

3. ALL NEW SIDEWALKS (INCLUDING SIDEWALKS TO BE

REMOVED AND REPLACED) SHALL NOT EXCEED 2%

CROSS SLOPE AND 5% RUNNING SLOPE. FOR

SIDEWALKS CONTAINED WITHIN THE PUBLIC R/W AND

WHEN ADJACENT STREET GRADES EXCEED 5% THEN

SIDEWALK RUNNING SLOPES MAY MATCH STREET

GRADES.

4. 1/8" MAXIMUM DEPTH TO TOP OF SEALANT AND 1/8"

MAXIMUM PROTRUSION TO TOP OF SEALANT ALONG

ADA ACCESS ROUTES.

5. PRIVATE PROPERTY RAMPS SHALL HAVE THE FACE

OF THE CURB TRANSITIONS PAINTED YELLOW.

ADA GENERAL NOTES

BUILDING SHOWN FOR

INFORMATION ONLY - SEE

ARCHITECTURAL DRAWINGS

FOR MORE INFORMATION

PROPOSED VAN ACCESSIBLE

ADA PARKING SPACE (TYP.)

PROPOSED ADA ROUTE (TYP.)

' S

ET

BA

CK

PROPOSED SIGHT DISTANCE

LINE (TYP.) - SEE SHEET C5.00

SEE SITE ACCESSIBILITY

INSET ON THIS SHEET

FOR MORE INFORMATION

PROPOSED SIGHT DISTANCE

LINE (TYP.) - SEE SHEET C5.00

PRIMARY ENTRANCE

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LEGEND

HATCH INDICATES AREAS OF FEDERALLY MANDATED 2% MAXIMUM SLOPE IN ALL DIRECTIONS WHEN MEASURED WITH A 2' SMART LEVEL. THESE AREAS WILL BE FIELD VERIFIED BY THE OWNER. AREAS OUT OF COMPLIANCE WILL BE REMOVED AND REPLACED BY THE CONTRACTOR. (RE: SEE GRADING PLAN SHEET C4.00 FOR SPECIFIC GRADES)

ACCESSIBLE PATH OF TRAVEL (RE: HATCHING FOR RUNNING & CROSS SLOPE REQUIREMENT)

HATCH INDICATES AREAS OF FEDERALLY MANDATED 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM RUNNING SLOPE WHEN MEASURED WITH A 2' SMART LEVEL. WHEN ADJACENT STREET GRADES EXCEED 5% AND SIDEWALKS ARE CONTAINED WITHIN THE PUBLIC R/W, THEN SIDEWALK RUNNING SLOPE CAN MATCH STREET GRADES. THESE AREAS WILL BE FIELD VERIFIED BY THE OWNER. AREAS OUT OF COMPLIANCE WILL BE REMOVED AND REPLACED BY THE CONTRACTOR. (RE: GRADING PLAN SHEET C4.00)

HATCH INDICATES AREAS OF FEDERALLY MANDATED 2% SLOPE MAXIMUM CROSS SLOPE AND 1:12 MAXIMUM RUNNING SLOPE WHEN MEASURED WITH A 2' SMART LEVEL. THESE AREAS WILL BE FIELD VERIFIED BY THE OWNER. AREAS OUT OF COMPLIANCE WILL BE REMOVED AND REPLACED BY THE CONTRACTOR. (RE: GRADING PLAN SHEET C4.00 FOR SPECIFIC GRADES)

ADA

PROPOSED 4" WHITE

PAINTED STRIPE (TYP.)

PROPOSED 4" BLUE

PAINTED STRIPE (TYP.)

NORTHWEST PROPERTY CORNER:

N: 508,029.7080 E: 1,540,358.1290

BENCHMARK (TOP OF FIRE HYDRANT):

ELEV: 549.86

NOTE:

08189030

UNION COUNTY

DB 9128 PG 583

ZONING: RA-40

10'0' 20'

1" = 10'SCALE:

PROPOSED 15' X 75'

SIGHT TRIANGLE (TYP.)

PROPOSED 6' X 12'

ASPHALT TRANSITION TO

EXISTING STREET (TYP.)

CONTRACTOR SHALL SAWCUT

EXISTING PAVEMENT (TYP.)

NC

OR

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PU

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PC

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VAN

100.00' PUBLIC R/W

7.00%

0 55

3 55

553 552

551 55 2 55 3 553

AP 552.28 AP 552.62

AP 552.33

AP 552.36

AP 552.70

AP 552.70

AP 552.20

AP 552.09

AP 551.98AP 551.26

AP 551.37

AP 552.70

AP 552.80

CP 552.63

AP 552.93

AP 547.46

AP 552.31

AP 552.40

AP 552.77

LP 548.55

FFE 553.34

FFE 553.32

FFE 553.25

7.00%

7.00%

VAN

7.00'

8.0 0'

8.0 0'

6.0 0'

6.0 0'

19.00'

9.0 0'

AP 552.28

AP 552.62

AP 552.33

AP 552.36

AP 552.70

AP 552.70

AP 552.20

AP 552.09

AP 551.98

AP 551.26

AP 551.37

AP 552.70

AP 552.80

CP 552.63

AP 552.93

5.9 1'

FFE 553.25

FFE 553.34

FFE 553.32

SW 553.20

SW 553.20

FG 553.30

EG 553.16

SW 552.81

SW 553.23

SW 552.73

SW 553.12

SW 552.63

SW 553.30

SW 553.12

SW 553.16

SW 552.70

SW 553.30

SW 553.30

SW 553.30

SW 553.23

SW 553.23

S H E

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C DESIGN

704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

R E V

I S I O

N S

S E A

L S C O

N S U

L T A

N T

P R O

J E C

T I N

F O R

M A

T I O

N K E

Y P

L A N

PROJECT NUMBER

DATE

copyright 2026, C DESIGN INC.

Eric Simpson 704.238.7768 eric.simpson@unioncountync.gov

EMS RENOVATION

UNION COUNTY

50191188 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

Dewberry Engineers Inc.

NCBOLA #C-478

NCBELS #F-0929

9300 Harris Corners Pkwy - Suite 220 Charlotte, NC 28269 Phone: 704.509.9918 Fax: 704.509.9937 www.dewberry.com

Know what's below.

before you dig.Call

R

REVISIONS

C4.00

GRADING PLAN

EX

IS

TI

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R /W

(T

YP

EX

IS

TI

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R /W

(T

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EXISTING PROPERTY LINE (TYP.)

EX

IS

TI

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P

RO

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RT

Y

LIN

E (T

YP

EXISTING PROPERTY LINE (TYP.)

BUILDING SHOWN FOR

INFORMATION ONLY - SEE

ARCHITECTURAL DRAWINGS

FOR MORE INFORMATION

2%

MAX

2%

MAX

2%

MAX

PROPOSED ADA PARKING SPACE WITH

MAX SLOPE OF 2% IN ALL DIRECTIONS

N O

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LEGEND

PROPOSED SIDEWALK RAMP

PROPOSED SIDEWALK RAMP

PROPOSED 6" MONOLITHIC SIDEWALK

- SEE DETAIL ON SHEET C8.01

PROPOSED 6" MONOLITHIC SIDEWALK

- SEE DETAIL ON SHEET C8.01

INSET A

SCALE: 1" = 5'

SEE INSET A ON THIS SHEET

FOR MORE MORE DETAIL

AP

SW

EG

FG

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CONTRACTOR SHALL TIE ASPHALT

FLUSH WITH EXISTING PAVEMENT

CONTRACTOR SHALL TIE ASPHALT

FLUSH WITH EXISTING CONCRETE

CONTRACTOR SHALL ADJUST EXISTING WATER

VALVE TO BE FLUSH WITH FINISHED GRADE

THE SOIL TYPE IS BaB FOR THIS SITE.

THE DENUDED LIMITS ARE 0.32 AC.

NORTHWEST PROPERTY CORNER:

N: 508,029.7080 E: 1,540,358.1290

BENCHMARK (TOP OF FIRE HYDRANT):

ELEV: 549.86

NOTE:

PROPOSED LIMITS OF

DISTURBANCE (TYP.)

EXISTING PROPERTY LINE (TYP.)

PROPOSED LIMITS OF DISTURBANCE

ON PROPERTY LINE (TYP.)

08189030

UNION COUNTY

DB 9128 PG 583

ZONING: RA-40

PROPOSED ADA ACCESS AISLE WITH

MAX SLOPE OF 2% IN ALL DIRECTIONS

15' SIDE YARD

' R

EA

R

YA

RD

' S

ET

BA

CK

15' SIDE YARD

15' SIDE YARD

' S

ET

BA

CK

2%

MAX

CP

LP

APPROXIMATE LOCATION OF

EXISTING COLUMNS (TYP.)

EXISTING METAL BUILDING

CANOPY OVER SIDEWALK (TYP.)

FFE

10'0' 20'

1" = 10'SCALE:

PROPOSED DRIVEWAY - SEE SHEET

C5.01 FOR DRIVEWAY PROFILE

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704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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Eric Simpson 704.238.7768 copyright 2026, C DESIGN INC.

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SHEET

SPECIFICATIONS

EMS RENOVATION

UNION COUNTY

0604-0763 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

NTS SHEET SPECIFICATIONS01

1 08.19.2026 Owner Changes

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704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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Eric Simpson 704.238.7768 copyright 2026, C DESIGN INC.

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SHEET

SPECIFICATIONS

EMS RENOVATION

UNION COUNTY

0604-0763 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

NTS SHEET SPECIFICATIONS01

1 08.19.2026 Owner Changes

AL

IG

N

FD

GARAGE

STORAGE

MECH /

ELEC

CORRIDOR

SHWR

TOILET

TOILET

8X

G1-3A G 1-

3A

C

LE

AR

6'

2"

TA-2A

TA-3A

TA-1A

TA-3A

TA-2A

TA-1A

F1-1A F1-1A

VIF

1' - 6" MIN.2' - 2"

1" MIN.

GARAGE

NEW ALUMINUM

STOREFRONT

SYSTEM AND

ENTRANCE

0X

FLOOR DRAIN

NEW CONSTRUCTION / PARTITION

FE

SURFACE MOUNTED FIRE EXTINGUISHER

EXISTING CONDITIONS / CONSTRUCTION TO REMAIN

EXISTING BUILDING - NIC

1.

2.

3.

4.

5.

6.

7.

THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH

MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY THESE DRAWINGS WITH

EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF

INCONSISTENCIES BETWEEN THEM AND ACTUAL CONDITIONS PRIOR TO

PROCEEDING WITH CONSTRUCTION.

WHERE EXISTING CONDITIONS ARE REMOVED OR DISTURBED PATCH, REPAIR &

PREPARE REMAINING AS REQUIRED TO RECEIVE NEW CONSTRUCTION AND/OR

FINISH.

PATCH AND REPAIR EXISTING RATED PARTITIONS, FLOORS, ROOFS, AND

ASSEMBLIES AS NECESSARY TO MAINTAIN THE REQUIRED SEPARATION (UNO).

PARTITIONS ARE DIMENSIONED FROM COLUMN GRID LINE TO FINISH FACE OR

FROM FINISH FACE TO FINISH FACE (UNO).

ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO PROCEEDING WITH

CONSTRUCTION.

CLEAN, PATCH, AND PREPARE EXISTING FLOORS, PARTITIONS, CEILINGS, ETC. TO

REMAIN AS REQUIRED TO RECEIVE NEW SCHEDULED FINISHES.

PROVIDE IN PARTITION BLOCKING AS REQUIRED TO SUPPORT MILLWORK AND

SHELVING. BLOCKING SHALL BE FIRE RETARDANT TREATED (FRT) PER 2018 NCSBC

SECTION 603.

CORRIDOR

SHWR

TOILET

TOILET

EXISTING HVAC

EQUIPMENT TO REMAIN

GARAGE

GARAGE

MECH /

ELEC

STORAGE

REMOVE WOOD PANELING

OFFICE

REMOVE EXISTING

STOREFRONT

SYSTEM AND

ENTRANCE

EXISTING CONDITIONS / CONSTRUCTION TO REMAIN

EXISTING BUILDING - NIC

EXISTING DOOR TO REMAIN

CONDITIONS / CONSTRUCTION TO BE REMOVED

DOOR TO BE REMOVED

DEMO FLOORING

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

DEMOLITION NOTES ARE TO DEFINE INTENT. DEMOLITION SHALL INCLUDE ALL ITEMS

INDICATED ON THE PLANS AND ALL OTHER ITEMS REQUIRED TO BE DEMOLISHED IN

ORDER TO ACCOMPLISH NEW CONSTRUCTION AND FINISHES INDICATED ELSEWHERE

ON THE ENTIRE SET OF CONTRACT DOCUMENTS. ALL CONTRACTOR(S),

SUBCONTRACTORS AND VENDORS TO FIELD VERIFY ALL REQUIREMENTS PRIOR TO

DEMOLITION.

CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, FITTING AND PATCHING OF THE

WORK NECESSARY TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLY AND PERMIT

INSTALLATION OF REPLACEMENT WORK BY HIS OWN FORCES OR HIS

SUBCONTRACTORS, AND TO FULLY REPAIR AND REFINISH DISTURBED STRUCTURE

AND SURFACES.

CONTRACTOR SHALL VERIFY WITH THE OWNER WHICH ITEMS ARE TO BE SALVAGED

AND TURNED OVER TO THE OWNER. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO

THE FOLLOWING: ALARM SYSTEM DEVICES, CEILING GRID AND TILE, LIGHT FIXTURES,

DOORS, DOOR FRAMES, SIDELIGHT FRAMES, AND MILLWORK COUNTER TOPS /

CABINETRY.

WHERE EXISTING TOILET FIXTURES, URINALS, LAVATORIES, AND/OR ELECTRIC WATER

COOLERS ARE SCHEDULED TO BE REMOVED, CUT, SEAL, AND CAP ALL PIPE AND

CONDUIT BEHIND FACE OF PARTITIONS AND/OR FLOOR.

DOORS, DOOR HARDWARE, DOOR FRAMES, LIGHT FIXTURES, EXIT SIGNS, FIRE

EXTINGUISHER CABINETS, GLASS AND OTHER CONSTRUCTION ITEMS SALVAGED

DURING DEMOLITION, WHICH MEET THE REQUIREMENTS OF CONTRACT DOCUMENTS

AND BUILDING STANDARDS, MAY BE RE-USED IN THE NEW CONSTRUCTION AT THE

DISCRETION OF THE GENERAL CONTRACTOR.

REMOVE EXISTING FLOOR FINISH & WALL BASE IN AREA OF CONSTRUCTION U.N.O.

CLEAN, PATCH, REPAIR, & PREPARE SURFACES AS REQUIRED TO RECEIVE NEW

CONSTRUCTION OR SCHEDULED FINISH.

EXISTING FLOOR SUBSTRATE TO REMAIN. PREPARE SURFACE AS NECESSARY TO

RECEIVE SPECIFIED FINISH.

REMOVE ABANDONED JUNCTION BOXES, COVER PLATES, FIRE PULL STATIONS, CARD

READERS, ETC AND ASSOCIATED ACCESSORIES (UNO). PATCH, REPAIR, AND PREPARE

REMAINING TO RECEIVE SCHEDULED FINISHES.

ALL LIFE SAFETY SYSTEMS (FIRE ALARM, EGRESS LIGHTING & EXIT SIGNS AS

APPLICABLE) SHALL BE MAINTAINED OPERATIONAL THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL COMPLY WITH CHAPTER 33 OF THE NCBC, INVOLVING THE

MAINTENANCE OF THE MEANS OF EGRESS, AUTOMATIC SPRINKLER SYSTEMS, AND

FIRE EXTINGUISHER REQUIREMENTS AND PROVIDE NON-COMBUSTIBLE BARRIERS

BETWEEN THE CONSTRUCTION ZONE AND ADJACENT OCCUPANTS THROUGHOUT

CONSTRUCTION.

REMOVE AND REINSTALL EXISTING FIXTURES / EQUIPMENT TO REMAIN AS REQUIRED

TO INSTALL SCHEDULED FINISHES.

1. REMOVE EXISTING WOOD WALL PANELS. VERIFY SUBSTRATE CONDITION. WHERE

GYP. BD. EXISTS, PREPARE AND REFINISH FOR NEW WALL FINISH PER

SPECIFICATIONS. REPLACE WITH PARTITION TYPE F5-2A OR REPAIR AS REQUIRED

FOR UNIFORM FINISH. IF GYP. BD. IS MISSING, USE F1-1A AS SHOWN ELSEWHERE

IN THE PLANS.

PLAN NORTHTRUE NORTH

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704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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Eric Simpson 704.238.7768 copyright 2026, C DESIGN INC.

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A1.01

FLOOR PLAN & DEMO

PLAN

EMS RENOVATION

UNION COUNTY

0604-0763 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

1/4" = 1'-0"01 FLOOR PLAN

NTS FLOOR PLAN LEGEND10

NTS FLOOR PLAN NOTES05

1/4" = 1'-0"11 DEMOLITION FLOOR PLAN

NTS DEMOLITION FLOOR PLAN LEGEND20

1 08.19.2026 Owner Changes

NTS DEMOLITION PLAN NOTES & KEYNOTES15

1. REFER TO ENLARGED FLOOR PLANS AND ELEVATIONS FOR LOCATIONS AND QUANTITIES.

2. REINFORCE PARTITIONS AND STALL PANELING AS REQUIRED BY ACCESSORY MANUFACTURER

RECOMMENDATIONS.

3. PROVIDE CONTINUOUS BRACKET FOR URINAL SCREENS.

TA-1A MIRROR (BOBRICK - B-290 1836) CF/CI

TA-2A WALL MOUNTED MANUAL SOAP DISPENSER (GEORGIA PACIFIC - 53057) OF/CI

TA-3A SURFACE MOUNTED TOILET PAPER DISPENSER (GEORGIA PACIFIC - 56784A) OF/CI

TA-4A SURFACE MOUNTED SANITARY NAPKIN DISPENSER (BOBRICK - B-254) OF/CI

TA-5A MANUAL SURFACE MOUNTED PAPER TOWEL DISPENSER (BOBRICK - B-262) OF/CI

TA-7 GRAB BAR - 18" (BOBRICK - B6806.99X18) CF/CI

TA-8 GRAB BAR - 36” (BOBRICK - B6806.99X36) CF/CI

TA-9 GRAB BAR - 42” (BOBRICK - B6806.99X42) CF/CI

TA-10 UNDERLAVATORY GUARD (TRUEBRO LAVGUARD 2) CF/CI

TA-11 SHOWER SEAT (BOBRICK - B-5181) CF/CI

TA-12A SHOWER CURTAIN ROD (BOBRICK - B-207) CF/CI

TA-13 CLOTHES HOOK (BOBRICK - B-672) CF/CI

TA-14 TOWEL BAR (BOBRICK - B-6737) CF/CI

TA-15 TOILET SEAT COVERS (BOBRICK - B-221) CF/CI

TA-17 RECESSED OR SEMI-RECESSED NAPKIN/TAMPON VENDOR (BOBRICK - B-3706) CF/CI

DELIVERY METHOD

OWNER FURNISHED / OWNER INSTALLED

OWNER FURNISHED / CONTRACTOR INSTALLED

CONTRACTOR FURNISHED / CONTRACTOR INSTALLED

TA-9

TA-7

TA-10

4'

0"

3'

0"

1'

6"

1' - 6"

3' - 0"

TA-7

TA-4A

TA-3A

4'

0"

2'

1"

4" 3' - 0"

(1 '-3

" M

IN

1'

9"

1'

6"

3'

0"

3' - 6" MIN. 12" MAX.

3' - 4"

ACCESSIBLE FLOOR MOUNTED TOILETS

1'

3"

4" 3' - 0"

1'

3"

(1 '-3

" M

IN

1'

9"

2'

1"

TA-4A

TA-3A

STANDARD FLOOR MOUNTED TOILETS

15" MIN.

2'

" M

AX

4"

3'

4" 3'

0"

TA-1A

TA-2A

2'

TA-2A

TA-1A

6"

" M

AX

DISPENSING

POSITION

TA-5A

DISPENSING

POSITION

TA-5B

6"

" M

AX

2"

2"

VA

R

IE

S 2"

2"

1/ 2"

C O

O R

D

IN

AT

E

W

IT

H P

AR

TI

TI

O

N 1/

2"

6" TYP.

MIN.

1' - 6"

MIN.

1' - 0"

D1 D2

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

6"6"

F1

SE

E

SC

H

ED

U

LE

2"

2" SEE SCHEDULE 2"

CONTINUOUS SEALANT

BOTH SIDES (TYPICAL)

HOLLOW METAL FRAME

DOOR AS SCHEDULED

H1

HOLLOW METAL FRAME

DOOR AS SCHEDULED

CONTINUOUS SEALANT

BOTH SIDES (TYPICAL

J1

THRU-WALL FLASHING/

DRIP FLASHING

DOOR AS SCHEDULED

EXTERIOR ALUMINUM

FRAME

CONTINUOUS SEALANT AND

BACKER ROD, BOTH SIDES

(TYPICAL)

H11

DOOR AS SCHEDULED

EXTERIOR STOREFRONT SYSTEM

CONTINUOUS SEALANT AND BACKER

ROD BOTH SIDES (TYPICAL)

TREATED WOOD SHIM

J11

DOOR SCHEDULE

ROOM NAME ROOM NUMBER DOOR TAG DOOR WIDTH DOOR HEIGHT DOOR THICKNESS DOOR ELEVATION DOOR MATERIAL FRAME ELEVATION FRAME MATERIAL FRAME HEAD FRAME JAMB HARDWARE SET SCHEDULED NOTES

TOILET 018 018X 3' - 0" 7' - 0" 0' - 1 3/4" D1 HM F1 HM H1 J1 1

DINING/REC 020 020X 3' - 0" 7' - 0" 0' - 1 3/4" D2 HM/GLASS F1 HM H11 J11 ETR EXISTING HARDWARE

TO REMAIN

1/2" = 1'-0"13 MINIMUM DOOR CLEARANCES 6" = 1'-0"14 DOOR JAMB DIMENSIONS

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704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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Eric Simpson 704.238.7768 copyright 2026, C DESIGN INC.

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STANDARD MOUNTING

HEIGHTS, DOOR

SCHEDULE, ELEVATION

& FRAME TYPE

EMS RENOVATION

UNION COUNTY

0604-0763 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

NTS TOILET NOTES AND LEGEND20

1/2" = 1'-0"10 ACCESSIBLE FLOOR MOUNTED TOILETS

1/2" = 1'-0"15 FLOOR MOUNTED TOILETS

1/2" = 1'-0"05 STANDALONE SINK 1/2" = 1'-0"04 PAPER TOWEL DISPENSER

NTS DOOR SCHEDULE17

NTS DOOR ELEVATIONS08 NTS DOOR FRAME ELEVATIONS09

1.

2.

GENERAL HARDWARE NOTES:

ALL HARDWARE SHALL BE ICC A117.1 & NCSBC CHAPTER 11 COMPLIANT.

ALL HARDWARE SHALL PERMIT FREE EGRESS (UNO).

HARDWARE SET 1 (PRIVACY):

(1) PRIVACY FUNCATION LOCKSET

(3) HINGES

(1) SURFACE CLOSER

(1) WALL STOP

(1) THRESHOLD

(1) DOOR SWEEP

(1) GASKETING

(1) OCCUPANCY INDICATOR

NTS06 DOOR JAMB DETAILS

1 08.19.2026 Owner Changes

NTS11 DOOR HEADER DETAILS

VIF VIF

RESILIENT BASE

RB-1 MANUFACTURER: ROPPE

STYLE: TRADITIONAL RUBBER WALL BASE

MATERIAL: THERMOSET VULCANIZED RUBBER

COLOR: 114 LUNAR DUST

HEIGHT: 4"

NOTE: STRAIGHT ROLLED GOODS

EQUAL 1: BURKE

EQUAL 2: JOHNSONITE

PAINT, LATEX EG-SHELL

PLE-1 MANUFACTURER: SHERWIN WILLIAMS

COLOR: SNOWBOUND (SW 7004)

PRIMER: PROMAR 200 ZERO VOC,B28W2600

TOP COAT: PROMAR 200 ZERO VOC, B30-2600

NOTES: FIELD PAINT

APC-1 MANUFACTURER: USG MARS

STYLE: CLIMAPLUS PERFORMANCE

TEXTURE: SMOOTH

EDGE: SLT

SIZE: 24" X 24" X 3/4"

COLOR: WHITE

GRID: USG DONN, FLAT WHITE, DXAS, 15/16" TEE SYSTEM

NOTE:

CONTACT:

ACOUSTICAL PANEL CEILING

PFTB-1 MANUFACTURER: EMSER

STYLE: NOVALES

COLOR: LUNA

SIZE: 3" X 12"

FINISH: MATTE

GROUT COLOR: MAPEI KERAPOXY CQ - 5107 IRON

GROUT JOINT WIDTH: 1/8" OR PER MANUF. INSTRUCTIONS

EQUAL 1: TRINITY SURFACES

EQUAL 2: DALTILE

NOTE: BID ALTERNATE FOR RB-1

INTERIOR PAINTING

PORCELIAN TILE BASE

CEILINGS

SEALED CONCRETE FINISHING

SC-1 MANUFACTURER: SHERWIN WILLIAMS

PRODUCT: WATERBOURNE

FLOOR FINISHES

WALL FINISHES

CEILING FINISHES

PORCELIAN TILE FLOORING

PFT-1 MANUFACTURER: EMSER

STYLE: NOVALES

COLOR: LUNA

SIZE: 12" X 24"

GROUT COLOR: MAPEI KERAPOXY CQ - IRON 5107

GROUT JOINT WIDTH: 1/8" OR PER MANUF. INSTRUCTIONS

EQUAL 1: TRINITY SURFACES

EQUAL 2: DALTILE

NOTE: BID ALTERNATE FOR SC-1

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

INTERIOR FINISHES SHALL MEET THE REQUIREMENTS OF SECTION 803.11 OF THE 2018

NCSBC AND TABLE 803.3 OF THE 2015 IFC.

PER SECTION 803.5 OF THE 2018 NCSBC, ALL TEXTILE WALL COVERINGS SHALL HAVE A

CLASS A FLAME SPREAD INDEX IN ACCORDANCE WITH ASTM 84.

UNIDENTIFIED COLORS AND FINISHES SHALL BE SELECTED AND APPROVED BY

ARCHITECT THROUGH SUBMITTAL PROCESS.

APPLY FEATHERED HYDRAULIC CEMENT UNDERLAYMENT AT FINISH TRANSITIONS TO

PROVIDE A UNIFORM AND LEVEL SURFACE BETWEEN ADJACENT FLOOR ELEVATIONS.

WALL COVER PLATES AND DEVICES SHALL BE WHITE UNLESS NOTED OTHERWISE, ALL

WALL COVER PLATES AND DEVICES SHALL BLACK ON DARK ACCENT WALLS AS

INDICATED (PLE- , CWT- ).

INTERIOR SEALANT SHALL BE ARCHITECTURAL GRADE TO MATCH THE COLOR OF

ADJACENT SURFACES. WHERE MORE THAN ONE FINISH IS ADJACENT COORDINATE

SELECTION OF SEALANT WITH ARCHITECT PRIOR TO INSTALLATION.

RECESSED WIREWAYS, ACCESS PANELS, GRILLES, ELECTRICAL PANELS, AND OTHER

SUCH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DEVICES SHALL BE FINISHED TO

MATCH ADJACENT WALL OR CEILING SURFACE (UNO).

WHERE TWO OR MORE FINISHES APPEAR IN THE FINISH SCHEDULE FOR ONE SURFACE,

REFER TO PLANS, ELEVATIONS, AND DETAILS FOR FINISH LOCATIONS AND

DESIGNATIONS.

ALL EXPOSED WALLCOVERING EDGES SHALL RECIEVE A WALLCOVERING TERMINATION

PROFILE.

NEW WOOD DOORS SHALL BE PAINTED OR STAINED TO MATCH EXISTING BASE BUILDING

STANDARD (UNO).

TRANSITION FLOOR FINISHES AT CENTER OF DOOR (UNO).

GYP BD CEILING SURFACES SHALL BE PAINTED PLF-____ (UNO).

GYP BD PARTITION SURFACES SHALL BE PAINTED PLE-1 (UNO).

ANY EXISTING FINISHES DAMAGED AS A RESULT OF PROJECT WORK SHALL BE REPAIRED

TO MATCH THE EXISTING FINISH.

1 PROVIDE PORCELAIN TILE FLOORING THROUGHOUT AREA AS BID ALTERNATE, IN LIEU OF

BASE BID FINISH SC-1 AND RB-1; REPLACE SC-1 WITH PFT-1, AND RB-1 WITH PFTB-1

WHERE INDICATED.

TOILET

RB-1

SC-1

PLE-1

CORRIDOR

RB-1

SC-1

PLE-1 / ETR

TOILET

RB-1

SC-1

PLE-1

PLE - 1

STORAGE

SC-1

PLE-1

0X

8X

CPT-1

EXISTING FLOOR TO REMAIN

ROOM

BASE FINISH

FLOOR FINISH

WALL FINISH

FINISH PLAN TAG

FINISHES INSTALLATION DIRECTION

SC-1

PLAN NORTHTRUE NORTH

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704.333.0093 www.cdesigninc.com 1000 W Morehead Street, Suite 170, Charlotte, NC 28208

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Eric Simpson 704.238.7768 copyright 2026, C DESIGN INC.

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A10.00

FINISH PLAN, LEGEND

AND DETAILS

EMS RENOVATION

UNION COUNTY

0604-0763 02.16.2026

7402 Concord Hwy Monroe, NC, 28110

NTS FINISH LEGEND11

1/8" = 1'-0"

01/ A2.0101 FINISH FLOOR PLAN

NTS GENERAL FINISH NOTES & KEY NOTES15

NTS FINISH PLAN LEGEND10

1 08.19.2026 Owner Changes