2026 05 21-GHS Roof_Drawings_Sealed_Cert.pdf

PDF 2 MB Posted May 22, 2026

Attached to: Granville Health System Roofing Project
Solicitation number: 373GHS00011
Issued by: Graham County, North Carolina

About this file

Written by GovTribe AI · May 22, 2026

This file comprises architectural drawings and building code documentation for a roof replacement project at Granville Health System's Main Hospital located at 1010 College Street, Oxford, North Carolina 27565. The project involves the removal and replacement of approximately 18,000 square feet of roofing system, including demolition of existing roofing, flashings, edge metal, coping, roof drains, gutters, downspouts, scuppers, vents, and associated equipment down to the existing slab. The new roofing system will consist of TPO membrane fully adhered to walls with 2.5-inch rigid insulation, 1/4-inch cover board, and tapered roof insulation to accommodate proper drainage with a maximum slope of 1/4 inch per 12 inches. The project drawings are sealed and certified by Progressive Architecture Engineering, P.C., with project number 22180003, drawn by Julia Brewer, AIA, and issued for construction on May 21, 2026. Interested firms must submit responses by Tuesday, June 16, 2026, at 2:00 p.m. eastern standard time, with a public bid opening to follow immediately at the Administration Conference Room at the Main Hospital. An optional pre-bid conference and site tour will be held on Tuesday, June 2, 2026, at 2:00 p.m. at the project location, which the owner highly encourages prospective bidders to attend.

The solicitation requires qualified firms to demonstrate experience with similar roofing projects and meet applicable HUB (Historically Underutilized Business) participation goals as established by North Carolina General Statutes and local government guidelines. Submissions will be evaluated according to NC General Statutes and local government guidelines. Detailed instructions, advertisement for bid, and complete scope of work are available on the NC eProcurement Website. Inquiries regarding the project should be directed to Zeb Barnette at zbarnette@granvillemedical.com or 919-690-3412 for assistance with technical or procedural questions.

View the file

Other files

File	Type	Posted
Addendum No. 01 (6-11-26) - binder.pdf	PDF	May 22, 2026
newspaper advertisment _ roofing project_ 5-22-2026 (1).docx	DOCX document	May 22, 2026
GHS - Main Hospital Roofing Project - Project Manual (5.18.26).pdf	PDF	May 22, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

7 6 5 4 3 2 1

A B

C D

7 6 5 4 3 2 1

ISSUANCE

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

T H

O C

U M

E N

T H

A S

B E

E N

P R

E P

A R

E D

B Y

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

P .C

S A

S T

R U

M E

N T

O F

S E

R V

, A N

D P

R O

G R

E S

E A

R C

E C

T U

R E

E N

E E

P .C

. S H

R E

T A

O M

M O

N L

A W

, S T

A T

U T

O R

Y A

N D

O T

H E

R R

E S

E R

V E

D R

T S

T H

E C

O P

Y R

T T

H E

R E

T O

:4 4:

M A ut od es k

D oc s:

//2

G ra nv ill e

M ed ic al

C en te r

R oo f R ep la ce m en t/2

- G ra nv ill e

M ed

R oo f - A rc h.

rv t

MAIN HOSPITAL ROOFING PROJECT

GRANVILLE HEALTH SYSTEM

1010 COLLEGE STREET, OXFORD, NC 27565

TITLE DRAWING

TD001

M A

O S

A L

R O

O F

P R

O J

E C

G R

A N

L E

H E

A L

T H

S Y

S T

E M

C O

G E

S T

R E

E T

X F

O R

N C

J.BREWER

B.MCCAFFERY

22180003

J.TRUSSLER

T D

R A

DRAWING INDEX

GENERAL

TD001 TITLE DRAWING

G101 BUILDING CODE SUMMARY

ARCHITECTURAL

AD101 DEMOLITION PLAN

A102 ROOF PLAN

A311 ROOF DETAILS

2 05/21/2026 ISSUED FOR

CONSTRUCTION

jbrewer Stamp jbrewer Stamp

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

7 6 5 4 3 2 1

A B

C D

7 6 5 4 3 2 1

ISSUANCE

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

T H

O C

U M

E N

T H

A S

B E

E N

P R

E P

A R

E D

B Y

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

P .C

S A

S T

R U

M E

N T

O F

S E

R V

, A N

D P

R O

G R

E S

E A

R C

E C

T U

R E

E N

E E

P .C

. S H

R E

T A

O M

M O

N L

A W

, S T

A T

U T

O R

Y A

N D

O T

H E

R R

E S

E R

V E

D R

T S

T H

E C

O P

Y R

T T

H E

R E

T O

:4 6:

M A ut od es k

D oc s:

//2

G ra nv ill e

M ed ic al

C en te r

R oo f R ep la ce m en t/2

- G ra nv ill e

M ed

R oo f - A rc h.

rv t

BUILDING CODE

SUMMARY

G101

M A

O S

A L

R O

O F

P R

O J

E C

G R

A N

L E

H E

A L

T H

S Y

S T

E M

C O

G E

S T

R E

E T

X F

O R

N C

J.BREWER

B.MCCAFFERY

22180003

J.TRUSSLER

G C

O D

E S

U M

M A

R Y

2018 APPENDIX B

BUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS

LEAD DESIGN PROFESSIONAL

2018 NC BUILDING CODE:

BASIC BUILDING DATA:

DESIGN LOADS:

NAME OF PROJECT:

ADDRESS:

PROPOSED USE:

OWNER OR AUTHORIZED AGENT:

OWNED BY:

CODE ENFORCEMENT JURISDICTION: CITY: COUNTY:

PHONE #:

DESIGNER FIRM NAME LICENSE# TELEPHONE

ARCHITECTURAL:

CIVIL:

ELECTRICAL:

FIRE ALARM:

PLUMBING:

MECHANICAL:

SPRINKLER/STANDPIPE:

STRUCTURAL:

RETAINING WALLS >5' HIGH:

OTHER:

CONSTRUCTION TYPE:

I-A I-B II-A II-B III-A III-B IV V-A V-B

SPRINKLERS:

STANDPIPES:

FIRE DISTRICT:

SPECIAL INSPECTIONS REQUIRED:

YESNO

NFPA 13 NFPA 13R NFPA 13D

I II III WET DRY

GROSS BUILDING AREA TABLE:

PRIMARY OCCUPANCY:

FLOOR EXISTING (SQ. FT.) NEW WORK AREA (SQ. FT.) SUB TOTAL

6TH FLOOR:

5TH FLOOR:

4TH FLOOR:

3RD FLOOR:

2ND FLOOR:

MEZZANINE:

1ST FLOOR:

BASEMENT:

TOTAL:

MIXED OCCUPANCY: YES NO SEPARATION:

NON-SEPARATED USE (508.3) - THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE HEIGHT

AND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE BUILDING. THE MOST RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALL APPLY TO THE ENTIRE BUILDING.

SEPARATED USE (508.4) - SEE BELOW FOR AREA CALCULATIONS FOR EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL FLOOR AREA OF

EACH USE DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT EXCEED 1.

ACTUAL AREA OF OCCUPANCY A

ALLOWABLE AREA OF OCCUPANCY A

ACTUAL AREA OF OCCUPANCY B

ALLOWABLE AREA OF OCCUPANCY B+ = < 1.00

ASSEMBLY A-1 A-2 A-3 A-4 A-5

BUSINESS

HAZARDOUS H-1 Detonate H-2 Deflagrate

INSTITUTIONAL I-1 CONDITION 1 2

I-2 CONDITION

R-1

STORY

NUMBER DESCRIPTION AND USE

(A)

BUILDING AREA PER STORY

(ACTUAL)

(B)

TABLE 506.2

AREA

(C)

AREA FOR

FRONTAGE INCREASE

(D)

ALLOWABLE AREA PER

STORY OR UNLIMITED

FRONTAGE AREA INCREASE FROM SECTION 506.3 ARE COMPUTED THUS:

A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM WIDTH =_______________(F)

B. TOTAL BUILDING PERIMETER =________________(P)

C. RATIO (F/P)=_______________(F/P)

D. W= MINIMUM WIDTH OF PUBLIC WAY=______________(W)

E. PERCENT OF FRONTAGE INCREASE I = 100 [F/P-0.25] x W/30 =_______________(%)

UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507.

MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING x D (506.2).

MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH 406.5.4.

FRONTAGE INCREASE IS BASED ON THE UNSPRINKLERED AREA VALUE IN TABLE 506.2.

LIFE SAFETY SYSTEM

REQUIREMENTS:

EMERGENCY LIGHTING:

EXIT SIGNS:

FIRE ALARM:

SMOKE DETECTION SYSTEMS:

PANIC HARDWARE:

YESNO

IMPORTANCE FACTORS:

GROUND SNOW LOAD:

WIND LOAD:

SNOW

SEISMIC

(ls)

(le)

LIVE LOADS: ROOF

MEZZANINE

FLOOR

psf psf psf

ULTIMATE WIND SPEED

EXPOSURE CATEGORY

mph (ASCE-7)

= < 1.00

(EXCEPT 1 AND 2 - FAMILY DWELLINGS AND TOWNHOUSES)

(REPRODUCE THE FOLLOWING DATA ON THE BUILDING PLAN SHEET 1 OR 2)

ZIP CODE:

E-MAIL:

STATE:

STATEPRIVATECITY/COUNTY

E-Mail

NEW BUILDING ADDITION RENOVATION

CONSTRUCTED (date)

PARTIAL

CLASS:

FLOOD HAZARD AREA: YESNO

ALLOWABLE AREA

H-4 Health H-5 HPM

EXCEPTION:HR.

1,5 2,3

STRUCTURAL DESIGN

ALLOWABLE HEIGHT:

PLUMBING FIXTURE REQUIREMENTS (SECTION 2902.1):

ACCESSIBLE PARKING (Section 1106):

SPECIAL

APPROVALS:

BUILDING HEIGHT IN FEET (Table 504.3)

BUILDING HEIGHT IN STORIES (Table 504.4)

ALLOWABLE SHOWN ON PLANS CODE REFERENCE

TOTAL:

LOT OR PARKING

AREA

TOTAL NUMBER OF PARKING SPACES

REQUIRED PROVIDED REGULAR WITH 5'

ACCESS AISLE

132" ACCESS AISLE

TOTAL # OF

ACCESSIBLE

PROVIDED

# OF ACCESSIBLE SPACES PROVIDED

SPECIAL APPROVAL: (LOCAL JURISDICTION, DEPARTMENT OF INSURANCE, OSC, DPI, DHHS, ICC, ETC., DESCRIBE BELOW)

SEISMIC DESIGN CATEGORY:

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

FIELD TEST (PROVIDE COPY OF TEST REPORT)

PRESUMPTIVE BEARING CAPACITY

PILE SIZE, TYPE, AND CAPACITY

psf psf

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

RISK CATEGORY (TABLE 1604.5)

SPECTRAL RESPONSE ACCELERATION:

SITE CLASSIFICATION: (ASCE 7)

BASIC STRUCTURAL SYSTEM

Sds= Sd1=%g %g

BEARING WALL

BUILDING FRAME

MOMENT FRAME

DUAL WITH SPECIAL MOMENT FRAME

DUAL WITH INTERMEDIATE R/C OR SPECIAL STEEL

INVERTED PENDULUM

ANALYSIS PROCEDURE:

ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?

SIMPLIFIED EQUIVALENT LATERAL FORCE DYNAMIC

psf

B C D

1ST TIME INTERIOR COMPLETION

CURRENT OCCUPANCY(S) (Ch. 3)

RENOVATED (date)

USE:

WATER CLOSETS

FEMALE UNISEX

URINALS LAVATORIES

MALE FEMALE

SHOWERS/

TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

SPACE

Partial

A C E

ENERGY REQUIREMENTS:

THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH

DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF PERFORMANCE METHOD, STATE THE ANNUAL ENERGY COST FOR THE STANDARD REFERENCE DESIGN VS ANNUAL ENERGY COST FOR THE PROPOSED DESIGN.

THERMAL ENVELOPE

ROOF/CEILING ASSEMBLY (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

SKYLIGHT IN EACH ASSEMBLY

u-value of skylight:

total square footage of skylights in each assembly:

EXTERIOR WALLS (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

OPENING (windows or doors with glazing) u-value of assembly:

Solar heat gain coefficient:

projection factor:

Door R-Values:

FIRE PROTECTION REQUIREMENTS:

STRUCTURAL FRAME, INCLUDING

COLUMNS, GIRDERS, TRUSSES

BEARING WALLS

EXTERIOR

NORTH

EAST

WEST

SOUTH

INTERIOR

NON-BEARING WALLS &

PARTITIONS

EXTERIOR WALLS

NORTH

EAST

WEST

SOUTH

INTERIOR WALLS AND PARTITIONS

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

SHAFT ENCLOSURES - EXIT

SHAFT ENCLOSURES - OTHER

CORRIDOR SEPARATION

OCCUPANCY/FIRE BARRIER SEPARATION

PARTY/FIRE WALL SEPARATION

SMOKE BARRIER SEPARATION

BUILDING ELEMENT FIRE

SEPARATION

DISTANCE

(FEET)

RATING

REQ'D PROVIDED

(W/________*)

REDUCTION)

DETAIL #

SHEET #

DESIGN # FOR

RATED ASSEMBLY

DESIGN # FOR

RATED

PENETRATION

DESIGN # FOR

RATED JOINTS

* INDICATE SECTION NUMBER PERMITTING REDUCTION

Notes:

ELECTRICAL SYSTEM AND EQUIPMENT

ELECTRICAL SUMMARY

METHOD OF COMPLIANCE:

LIGHTING SCHEDULE (EACH FIXTURE TYPE)

LAMP TYPE REQUIRED IN FIXTURE

NUMBER OF LAMPS IN FIXTURE

BALLAST TYPE USED IN THE FIXTURE

NUMBER OF BALLASTS IN FIXTURE

TOTAL WATTAGE PER FIXTURE

TOTAL INTERIOR WATTAGE SPECIFIED VS ALLOWED (WHOLE BUILDING OR SPACE BY SPACE)

TOTAL EXTERIOR WATTAGE SPECIFIED VS ALLOWED

ADDITIONAL PRESCRIPTIVE COMPLIANCE

(When using the 2018 NCECC; not required for ASHRAE 90.1)

WALLS BELOW GRADE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF TOTAL INSULATION:

FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF TOTAL INSULATION:

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

MECHANICAL SUMMARY

THERMAL ZONE

WINTER DRY BULB:

SUMMER DRY BULB:

INTERIOR DESIGN CONDITIONS

WINTER DRY BULB:

SUMMER DRY BULB:

RELATIVE HUMIDITY:

BUILDING HEAT LOAD:

BUILDING COOLING LOAD:

MECHANICAL SPACING CONDITIONING SYSTEM

UNITARY

DESCRIPTION OF UNIT:

BOILER

CHILLER

HEATING EFFICIENCY:

COOLING EFFICIENCY:

SIZE CATEGORY OF UNIT:

SIZE CATEGORY. IF OVERSIZED, STATE REASON:

LIST EQUIPMENT EFFICIENCIES

II III IVI

EXISTING

REQUIRED

NEW

PROPOSED OCCUPANCY(S) (Ch. 3)

(Check all that apply)

7TH FLOOR:

EDUCATIONAL

FACTORY F-1 Moderate F-2 Low

H-3 Combust

MERCANTILE

RESIDENTIAL R-2 R-3 R-4

STORAGE S-1 Moderate S-2 Low High-piled

Parking Garage Open Enclosed Repair Garage

UTILITY & MISC.

LIFE SAFETY PLAN REQUIREMENTS: LIFE SAFETY PLAN SHEET#:

Fire and/or smoke rated wall locations (Chapter 7)

Assumed and real property line locations (if not on the site plan)

Exterior wall opening area with respect to distance to assumed property lines

(705.8)

Occupancy Use for each area as it relates to occupant load calculation

(Table 1004.1.2)

Occupant loads for each area

Exit access travel distances (1017)

Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))

Dead end lengths (1020.4)

Clear exit widths for each exit door

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3) Actual occupant load for each exit door

ACCESSIBLE DWELLING UNITS (SECTION 1107):

TOTAL UNITS ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

8' ACCESS AISLE

CLIMATE ZONE 3A 4A 5A

METHOD OF COMPLIANCE: PRESCRIPTIVEPERFORMANCE

PRESCRIPTIVEPERFORMANCE

FLOORS SLAB ON GRADE

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF TOTAL INSULATION:

Horizontal / vertical requirement:

Slab heated? (Y/N)

ENERGY SUMMARY:

PERFORMANCE

ENERGY CODE

ASHRAE 90.1

PRESCRIPTIVE

C406.2 More Efficient Mechanical Equipment

C406.3 Reduced Lighting Power Density

C406.4 Enhanced Digital Lighting Controls

C406.5 On-Site Supply of Renewable Energy

C406.6 Dedicated Outdoor Air System

C406.7 Reduced Energy Use in Service Water Heating

FIELD TEST PRESUMPTIVE HISTORICAL DATA

FDB

Data Source:

YES NO

EARTHQUAKE WIND

SHELL/CORE - CONTACT THE LOCAL INSPECTION JURISDICTION FOR POSSIBLE ADDITIONAL

PROCEDURES AND REQUIREMENTS

PHASED CONSTRUCTION - SHELL/CORE - CONTACT THE LOCAL INSPECTION JURISDICTION FOR POSSIBLE ADDITIONAL

PROCEDURES AND REQUIREMENTS

2018 NC EXISTING BUILDING CODE: EXISTING: PRESCRIPTIVE REPAIR CHAPTER 14

LEVEL I LEVEL II LEVEL III

HISTORIC PROPERTY CHANGE OF USE

RISK FACTOR (Table 1604.5): ICurrent:

Proposed: I

III

"OTHER" should include firms and individuals such as truss, precast, pre-engineering, interior designers, etc.)

YESNO CONTACT THE LOCAL INSPECTION JURISDICTION FOR ADDITIONAL PROCEDURES AND REQUIREMENTS

(SELECT ONE)

I-3 CONDITION

21 3 4 5

I-4

ACCESSORY OCCUPANCY CLASSIFICATION(S):

INCIDENTAL USES

SPECIAL USES (Chapter 4 - List Code Sections):

SPECIAL PROVISIONS: (Chapter 5 - List Code Sections):

(Table 509):

= < 1.00

PROVIDE CODE REFERENCE IF THE "SHOWN ON PLANS" QUANTITY IS NOT BASED ON TABLE 504.3 OR 504.4

THE MAXIMUM HEIGHT OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH TABLE 412.3.1.

THE MAXIMUM HEIGHT OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.5.

FLOOR CEILING ASSEMBLY

COLUMNS SUPPORTING BEAMS

ROOF CONSTRUCTION, INCLUDING SUPPORTING

BEAMS AND JOISTS

ROOF CEILING ASSEMBLY

COLUMNS SUPPORTING BEAMS

SMOKE PARTITION

TENANT/DWELLING

UNIT/SLEEPING UNIT SEPARATION

INCIDENTAL USE SEPARATION

A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation

Location of doors with panic hardware (1010.1.10)

Location of doors with delayed egress locks and the amount of delay

(1010.1.9.7)

Location of doors with electromagnetic egress locks (1010.1.9.9)

Location of doors equipped with hold-open devices

Location of emergency escape windows (1030)

The square footage of each fire area (202)

The square footage of each smoke compartment for Occupancy

Classification I-2 (407.5)

Note any code exceptions or table notes that may have been utilized regarding the items above

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL #

ACCESSIBLE

UNITS PROVIDED

VAN SPACES WITH

MALE UNISEX

EXISTING BUILDING ENVELOPE COMPLIES WITH CODE: NO YES (THE REMAINDER OF THIS SECTION IS NOT APPLICABLE)

ENERGY CODE

ASHRAE 90.1

IF "OTHER" SPECIFY SOURCE HERE

(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)

psf

0 0 0 000

GRANVILLE HEALTH SYSTEM MAIN HOSPITAL ROOFING PROJECT

1010 COLLEGE ST, OXFORD, NC

HOSPITAL

KELLY LUCAS 919.693.1217

GRANVILLE

JULIA BREWER, AIA

PROGRESSIVE COMPANIES JULIA BREWER 15070 919.682.2870

27565 klucas@granvillemedical.com jbrewer@weareprogressive.com

0 0 0

00 0

0 0 0 0

0 0 0 0 0 0 0 0

HOSPITAL

X X

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

EXIS

TIN

G N O C

HANGE

2 05/21/2026 ISSUED FOR

CONSTRUCTION

jbrewer

EXISTING CONSTRUCTION TO REMAIN

DEMOLITION NOTES AND LEGEND

1. EXISTING BUILDING CONDITION BASED ON OWNER PROVIDED DRAWINGS AND

LIMITED FIELD VERIFICATION. VERIFY EXACT CONDITIONS IN FIELD. SHOULD

DISCREPANCIES OCCUR, NOTIFY ARCHITECT FOR CLARIFICATIONS.

2. BEGINNING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED AND

VERIFIED EXISTING CONDITIONS.

3. COORDINATE DEMOLITION WITH ALL CONTRACTORS WORKING IN AREAS BEING

RENOVATED.

4. DURING DEMOLITION, PROTECT ALL ADJACENT CONSTRUCTION TO REMAIN.

5. ANY ASBESTOS CONTAINING MATERIALS THAT ARE ENCOUNTERED ARE TO BE

REMOVED BY THE OWNER.

6. COORDINATE CONSTRUCTION BARRIER LOCATIONS, NOISY DEMOLITION /

CONSTRUCTION, AND WORK NOTED "INTERMITTENT" WITH OWNER.

EXISTING CONSTRUCTION TO BE REMOVED

D01

D02

D01

A06

D01

D07

D03

D06

D10

D04

D05

D04

RAISED AREA OF ROOF TO REMAIN.

ROOFING TO BE REPLACED AS PER

NOTES AND DETAILS

D09

D10

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

7 6 5 4 3 2 1

A B

C D

7 6 5 4 3 2 1

ISSUANCE

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

T H

O C

U M

E N

T H

A S

B E

E N

P R

E P

A R

E D

B Y

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

P .C

S A

S T

R U

M E

N T

O F

S E

R V

, A N

D P

R O

G R

E S

E A

R C

E C

T U

R E

E N

E E

P .C

. S H

R E

T A

O M

M O

N L

A W

, S T

A T

U T

O R

Y A

N D

O T

H E

R R

E S

E R

V E

D R

T S

T H

E C

O P

Y R

T T

H E

R E

T O

:4 6:

M A ut od es k

D oc s:

//2

G ra nv ill e

M ed ic al

C en te r

R oo f R ep la ce m en t/2

- G ra nv ill e

M ed

R oo f - A rc h.

rv t

DEMOLITION

PLAN

AD101

M A

O S

A L

R O

O F

P R

O J

E C

G R

A N

L E

H E

A L

T H

S Y

S T

E M

C O

G E

S T

R E

E T

X F

O R

N C

B.MCCAFFERY

22180003

A D

D E

M O

DEMOLITION PLAN KEYNOTES

NUMBER NOTE

D01 REMOVE EXISTING ROOFING SYSTEM, FLASHINGS, EDGE METAL, COPING, ETC.

DOWN TO THE EXISTING SLAB

D02 REMOVE EXISTING PIPE AS SHOWN

D03 REMOVE EXISTING SATELITE, CONDUIT, AND ASSOCIATED EQUIPMENT AS

SHOWN

D04 REMOVE ROOF DRAIN, TYP. REPLACE IN KIND

D05 REMOVE GUTTER AND DOWNSPOUTS. REPLACE IN KIND

D06 EXISTING CONDUIT TO REMAIN

D07 REMOVE VENT

D09 REMOVE ANTENNA AND ALL ASSOCIATED CONDUIT AND EQUIPMENT

D10 REMOVE EXISTING SCUPPER LINER. REPLACE IN KIND

1/8" = 1'-0"

ROOF DEMOLITION PLAN

2 05/21/2026 ISSUED FOR

CONSTRUCTION

jbrewer

ROOF LEGEND

MEMBRANE ROOFING OVER COVER BOARD OVER TAPERED

ROOF INSULATION OVER BASE LAYER ROOF INSULATION ON

FLAT ROOF DECK

ROOF SLOPE

INDICATES DIRECTION OF SLOPE -

1/4" PER FOOT UNLESS NOTED OTHERWISE

ROOF WALKWAY PAD

ROOF DRAIN (RD) OR OVERFLOW ROOF DRAIN (ORD)

INDICATES TAPERED INSULATION OVERLAY (SADDLE)

M A

X S

OVERFLOW SCUPPERS TO

MATCH EXISTING. SEE

DETAILS

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/ 4"

A X

P E

GUTTER AND DOWNSPOUTS

TO MATCH EXISTING

GUTTER AND DOWNSPOUTS

TO MATCH EXISTING

GUTTER AND DOWNSPOUTS

TO MATCH EXISTING

EXISTING VENTS TO REMAIN,

TYP. SEE DETAIL SHEET FOR

PENETRATION INFORMATION

EXISTING VENTS TO REMAIN,

TYP. SEE DETAIL SHEET FOR

PENETRATION INFORMATION

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

7 6 5 4 3 2 1

A B

C D

7 6 5 4 3 2 1

ISSUANCE

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

T H

O C

U M

E N

T H

A S

B E

E N

P R

E P

A R

E D

B Y

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

P .C

S A

S T

R U

M E

N T

O F

S E

R V

, A N

D P

R O

G R

E S

E A

R C

E C

T U

R E

E N

E E

P .C

. S H

R E

T A

O M

M O

N L

A W

, S T

A T

U T

O R

Y A

N D

O T

H E

R R

E S

E R

V E

D R

T S

T H

E C

O P

Y R

T T

H E

R E

T O

:4 9:

M A ut od es k

D oc s:

//2

G ra nv ill e

M ed ic al

C en te r

R oo f R ep la ce m en t/2

- G ra nv ill e

M ed

R oo f - A rc h.

rv t

ROOF PLAN

A102

M A

O S

A L

R O

O F

P R

O J

E C

G R

A N

L E

H E

A L

T H

S Y

S T

E M

C O

G E

S T

R E

E T

, O X

F O

R D

, N C

J.BREWER

B.MCCAFFERY

22180003

J.TRUSSLER

O O

F P

1/8" = 1'-0"

ROOF PLAN

2 05/21/2026 ISSUED FOR

CONSTRUCTION

jbrewer

EXISTING DECK

TPO MEMBRANE FULLY ADHERED TO WALL

TPO 6" REINFORCED TERMINATION STRIPS

TPO MEMBRANE

FASTENERS AND PLATES 12" O.C. MAX

MEMBRANE ADHESIVE

MEMBRANE PRIMER

PEEL & STICK

SECTION OF RTS

EXISTING PARAPET

TPO MEMBRANE FULLY ADHERED TO

WALL

TERMINATION BAR

TPO MEMBRANE

EXISTING PARARET

TPO MEMBRANE FULLY ADHERED TO

WALL

2.5" RIGID INSULATION

1/4" COVER BOARD

RIGID INSULATION

E L

MIN. WELD CONT.

1 1/2" (38 MM)

MIN. WELD CONT.

1 1/2" (38 MM)

TPO MEMBRANE FULLY ADHERED TO WALL

SEALANT

TPO MEMBRANE ADHESIVE

TPO MEMBRANE FULLY

ADHERED

SCUPPER FLANGES SET INTO BED OF SEALANT

SEALANT

WOOD NAILER SECURELY

ANCHORED TO DECK

EXISTING DECK

CAULK

APPROVED WALL /

SUBSTRATE

TPO-COATED METAL

SCUPPER LINER

1/2"

STRAINER

CLAMP RING

TPO MEMBRANE

APPROVED DECK

SEALANT

TAPERED DRAIN

SINGLE PLY SEALING MASTIC

CUT HOLE THROUGH MEMBRANE AT

LEAST THE SAME DIAMETER AS THE

ROOF DRAIN PIPE - TYP.

CLEAN OUT EXISTING DRAIN PIPE AND

LEADER AS REQUIRED

INSULATION TAPERED TO

DRAIN

FASTENERS AND PLATES 12" O.C. MAX.

TPO MEMBRANE FULLY ADHERED TO WALL

GROMMETED FASTENERS

FASTENER AND PLATE

EDGE SEALANT

MIN. WELD CONT.

1 1/2" (38 mm)

EXISTING DECK

3" TO 8"

COUNTERFLASHING SKIRT

TPO MEMBRANE

TPO MEMBRANE ADHESIVE

EXISTING CURB

TPO MEMBRANE FULLY ADHERED

TPO MEMBRANE ADHESIVE 3" MIN. TAPE

LAP ONTO METAL

1 1/2"

MINIMUM

MIN

CAULK ALONG BOTH EDGES

MEMBRANE PRIMER

SINGLE PLY SEALING MASTIC

TPO COVER TAPE

INSULATION / COVER BOARD

WOOD NAILER SECURELY

ANCHORED TO DECK

EXISTING DECK

TPO MEMBRANE FULLY ADHERED

TPO MEMBRANE ADHESIVE

3" MIN. TAPE

LAP ONTO METAL

1 1/2"

MINIMUM

MIN

CAULK ALONG BOTH EDGES

MEMBRANE PRIMER

SINGLE PLY SEALING MASTIC

TPO COVER TAPE

RIGID INSULATION

WOOD NAILER SECURELY

ANCHORED TO DECK

EXISTING DECK

SINGLE PLY SEALING MASTIC

FASTENER

METAL ROOF EDGE BY OTHERS

CONTINUOUS METAL CLEAT

GUTTER

JM APPROVED FASTENER AND PLATE MIN. OF (4)

AROUND PIPE. PENETRATION DEPENDANT ON DECK

MATERIAL(S). SEE SPECIFICATIONS FOR FURTHER

INFORMATION

JM TPO EDGE SEALANT IF

REQUIRED

JM TPO MEMBRANE FULLY

ADHERED OR MECHANICALLY

FASTENED

MIN. WELD CONT.

1 1/2" (38 mm)

APPROVED DECK

RIGID INSULATION

JM TPO ROUND SPLIT PIPE BOOT

FLASHING

JM SINGLE PLY LVOC CAULK

JM SINGLE PLY SEALING MASTIC

ADJUSTABLE METAL STRAP (PROVIDE BY

JM)

JM TPO MEMBRANE ADHESIVE (FOR

ADHERED SPECIFICATIONS ONLY)

(2 m m

EXISTING DECK

RIGID INSULATION

WELD FLASHING BASE TO

FIELD MEMBRANE MIN. 1 1/2" (38

mm) CONTINUOUS

FASTENER AND PLATE MIN. OF FOUR AROUND PIPE

TPO EDGE

SEALANT

TPO MEMBRANE FULLY ADHEREDMIN. WELD CONT.

1 1/2"

EXISTING DECK

RIGID INSULATINO

MIN. WELD CONT.

1 1/2"

PIPE

CAULK

SINGLE PLY SEALING MASTIC

DRAW BAND REQUIRED

TPO DETAIL MEMBRANE ADHERED WITH

MEMBRANE ADHESIVE

STRETCH TPO MEMBRANE FORM 1"

TPO MEMBRANE ADHESIVE

TPO MEMBRANE FULLY ADHERED TO

WALL

SLOPE TO DRAIN

EXISTING PARAPET

INSTALL MEMBRANE DOWN

OUTSIDE FACE OF WALL 1/2"

BELOW NAILER

METAL COPING SLOPED TO

DRAIN

FASTENER

VARIES

1/ 2"

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

7 6 5 4 3 2 1

A B

C D

7 6 5 4 3 2 1

ISSUANCE

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

T H

O C

U M

E N

T H

A S

B E

E N

P R

E P

A R

E D

B Y

P R

O G

R E

S S

A R

C H

C T

U R

E E

N G

E R

P .C

S A

S T

R U

M E

N T

O F

S E

R V

, A N

D P

R O

G R

E S

E A

R C

E C

T U

R E

E N

E E

P .C

. S H

R E

T A

O M

M O

N L

A W

, S T

A T

U T

O R

Y A

N D

O T

H E

R R

E S

E R

V E

D R

T S

T H

E C

O P

Y R

T T

H E

R E

T O

:4 9:

M A ut od es k

D oc s:

//2

G ra nv ill e

M ed ic al

C en te r

R oo f R ep la ce m en t/2

- G ra nv ill e

M ed

R oo f - A rc h.

rv t

ROOF DETAILS

A311

M A

O S

A L

R O

O F

P R

O J

E C

G R

A N

L E

H E

A L

T H

S Y

S T

E M

C O

G E

S T

R E

E T

, O X

F O

R D

, N C

J.BREWER

B.MCCAFFERY

22180003

J.TRUSSLER

O O

F D

E T

12" = 1'-0"

BASE FLASHING

6" = 1'-0"

THROUGH WALL SCUPPER

6" = 1'-0"

ROOF DRAIN

12" = 1'-0"

CURB DETAIL

12" = 1'-0"

DRIP EDGE

12" = 1'-0"

GUTTER & METAL EDGE

6" = 1'-0"

PIPE BOOT

6" = 1'-0"

FIELD FABRICATED PENETRATION DETAIL

6" = 1'-0"

COPING CAP

2 05/21/2026 ISSUED FOR

CONSTRUCTION

jbrewer

01 - TD01 - TITLE DRAWING

05 - G101 - BUILDING CODE SUMMARY

32 - AD101 - DEMOLITION PLAN

33 - A102 - ROOF PLAN

33 - A311 - ROOF DETAILS

	2026-05-21T11:07:12-0400
Yi Luo
I have reviewed this document

File details come from the government source that posted it. Updated May 22, 2026.