Project Information

Bid Title

Granville Health System Roofing Project

Issuing Agency

State Government of North Carolina

Location

North Carolina

Published Date

May 22, 2026

Closing Date

Jun 16, 2026

Government Level

State & Local

Status

Closed

Ref. #

373GHS00011

Original Source

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Bid Documents

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Project Description

Solicitation Number:	373GHS00011
Project Title:	Granville Health System Roofing Project
Description:	Granville Health System is seeking qualified firms to provide professional services for a Roof Replacement project. This project includes the removal, disposal of, and replacement of approximately 18,000 sq. ft. of roofing. See project manual for details. Interested firms must demonstrate experience with similar projects and meet applicable HUB participation goals. Submissions will be evaluated in accordance with NC General Statutes and local government guidelines. Responses are due by Tuesday, June 16th, 2026, no later than 2:00pm. A public bid opening will immediately follow Tuesday, June 16th at 2:00pm eastern standard time in the Administration Conference Room at the Main Hospital. Detailed instructions, advertisement for bid, and scope of work for this solicitation can be found on the NC eProcurement Website. For assistance, please contact Zeb Barnette by email zbarnette@granvillemedical.com or call 919-690-3412. An optional pre-bid conference will be held on Tuesday, June 2nd, 2026, at 2:00pm eastern standard time. We highly encourage anyone who wants to participate in this bid to attend the pre-bid conference/site tour. The pre-bid conference will be held at the Main Hospital 1010 College Street, Oxford NC 27565.
Opening Date:	6/16/2026 2:00 PM
Posted Date:	5/23/2026
Status:	Open
Department:	GRANVILLE HEALTH SYSTEM

Solicitation Number * 373GHS00011	Department GRANVILLE HEALTH SYSTEM	Status Reason Open
Opening Date 2026-06-16T14:00:00.0000000	Posted Date * 2026-05-22T18:28:27.0000000Z	Primary Commodity Code Construction Services
Mandatory Conference/Site Visit 2026-06-02T04:00:00.0000000Z	Special Instructions pre bid meeting not mandatory but encouraged	Solicitation Type * Select RFP IFB RFI
Owner Zeb Barnette
Description Granville Health System is seeking qualified firms to provide professional services for a Roof Replacement project. This project includes the removal, disposal of, and replacement of approximately 18,000 sq. ft. of roofing. See project manual for details. Interested firms must demonstrate experience with similar projects and meet applicable HUB participation goals. Submissions will be evaluated in accordance with NC General Statutes and local government guidelines. Responses are due by Tuesday, June 16th, 2026, no later than 2:00pm. A public bid opening will immediately follow Tuesday, June 16th at 2:00pm eastern standard time in the Administration Conference Room at the Main Hospital. Detailed instructions, advertisement for bid, and scope of work for this solicitation can be found on the NC eProcurement Website. For assistance, please contact Zeb Barnette by email zbarnette@granvillemedical.com or call 919-690-3412. An optional pre-bid conference will be held on Tuesday, June 2nd, 2026, at 2:00pm eastern standard time. We highly encourage anyone who wants to participate in this bid to attend the pre-bid conference/site tour. The pre-bid conference will be held at the Main Hospital 1010 College Street, Oxford NC 27565.

Attachment Preview

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GRANVILLE HEALTH SYSTEM

MAIN HOSPITAL ROOFING PROJECT

1

DRAWING INDEX

GENERAL

TD001

G101

TITLE DRAWING

BUILDING CODE SUMMARY

ARCHITECTURAL

AD101

DEMOLITION PLAN

A102

ROOF PLAN

A311

ROOF DETAILS

1010 COLLEGE STREET, OXFORD, NC 27565

05/21/2026 10:53:08 AM

This item has been electronically signed and

sealed by Julia E. Brewer using a Digital Signature

and date. Printed copies of this document are not

considered signed and sealed and the signature

must be verified on any electronic copies.

ISSUANCE

2 05/21/2026 ISSUED FOR

CONSTRUCTION

PROJECT NUMBER

22180003

PROJECT MANAGER

B.MCCAFFERY

PROFESSIONAL

J.BREWER

DRAWN BY

J.BREWER

CHECKED BY

J.TRUSSLER

TITLE DRAWING

TD001

7

6

5

4

3

2

1

7

6

5

4

3

2

1

2018 APPENDIX B

FIRE PROTECTION REQUIREMENTS:

BUILDING CODE SUMMARY

FOR ALL COMMERCIAL PROJECTS

(EXCEPT 1 AND 2 - FAMILY DWELLINGS AND TOWNHOUSES)

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

BUILDING ELEMENT

FIRE

SEPARATION

DISTANCE

(FEET)

NAME OF PROJECT: GRANVILLE HEALTH SYSTEM MAIN HOSPITAL ROOFING PROJECT

ADDRESS:

1010 COLLEGE ST, OXFORD, NC

PROPOSED USE:

HOSPITAL

OWNER OR AUTHORIZED AGENT: KELLY LUCAS

OWNED BY:

X CITY/COUNTY

PRIVATE

ZIP CODE:

PHONE #: 919.693.1217

STATE

27565

STRUCTURAL FRAME, INCLUDING

COLUMNS, GIRDERS, TRUSSES

BEARING WALLS

E-MAIL: klucas@granvillemedical.com

EXTERIOR

CODE ENFORCEMENT JURISDICTION:

LEAD DESIGN PROFESSIONAL

DESIGNER

FIRM

CITY:

JULIA BREWER, AIA

NAME

X COUNTY: GRANVILLE

STATE:

LICENSE#

TELEPHONE

E-Mail

NORTH

EAST

ARCHITECTURAL:

PROGRESSIVE COMPANIES

JULIA BREWER

15070

919.682.2870 jbrewer@weareprogressive.com

WEST

CIVIL:

ELECTRICAL:

SOUTH

FIRE ALARM:

PLUMBING:

MECHANICAL:

SPRINKLER/STANDPIPE:

STRUCTURAL:

INTERIOR

NON-BEARING WALLS &

PARTITIONS

EXTERIOR WALLS

RETAINING WALLS >5' HIGH:

OTHER:

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

NORTH

EAST

RATING

REQ'D

PROVIDED

(W/________*)

REDUCTION)

DETAIL #

&

SHEET #

Notes:

DESIGN # FOR

RATED ASSEMBLY

DESIGN # FOR

RATED

PENETRATION

DESIGN # FOR

RATED JOINTS

2018 NC BUILDING CODE:

NEW BUILDING

1ST TIME INTERIOR COMPLETION

ADDITION

X RENOVATION

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 X REPAIR

CHAPTER 14

LEVEL I

LEVEL II

LEVEL III

CONSTRUCTED (date)

RENOVATED (date)

HISTORIC PROPERTY

CHANGE OF USE

CURRENT OCCUPANCY(S) (Ch. 3) HOSPITAL

PROPOSED OCCUPANCY(S) (Ch. 3) HOSPITAL

RISK FACTOR (Table 1604.5):

Current:

I

Proposed: I

II

III X IV

II

III X IV

BASIC BUILDING DATA:

CONSTRUCTION TYPE:

(Check all that apply)

I-A

SPRINKLERS:

NO

STANDPIPES:

NO

FIRE DISTRICT:

NO

SPECIAL INSPECTIONS REQUIRED: NO

I-B

X II-A

II-B

III-A

III-B

IV

V-A

V-B

PARTIAL X YES

X NFPA 13

NFPA 13R

NFPA 13D

X YES

CLASS:

I

II

III

WET

DRY

X YES

FLOOD HAZARD AREA:

NO

YES

YES CONTACT THE LOCAL INSPECTION JURISDICTION FOR ADDITIONAL PROCEDURES AND REQUIREMENTS

WEST

SOUTH

INTERIOR WALLS AND PARTITIONS

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

FLOOR CEILING ASSEMBLY

COLUMNS SUPPORTING BEAMS

ROOF CONSTRUCTION, INCLUDING SUPPORTING

BEAMS AND JOISTS

ROOF CEILING ASSEMBLY

COLUMNS SUPPORTING BEAMS

SHAFT ENCLOSURES - EXIT

SHAFT ENCLOSURES - OTHER

CORRIDOR SEPARATION

OCCUPANCY/FIRE BARRIER SEPARATION

PARTY/FIRE WALL SEPARATION

EXISTING NO CHANGE

GROSS BUILDING AREA TABLE:

FLOOR

EXISTING (SQ. FT.)

7TH FLOOR:

6TH FLOOR:

5TH FLOOR:

4TH FLOOR:

3RD FLOOR:

2ND FLOOR:

MEZZANINE:

1ST FLOOR:

BASEMENT:

TOTAL:

ALLOWABLE AREA

NEW WORK AREA (SQ. FT.)

EXISTING NO CHANGE

SUB TOTAL

SMOKE BARRIER SEPARATION

SMOKE PARTITION

TENANT/DWELLING

UNIT/SLEEPING UNIT SEPARATION

INCIDENTAL USE SEPARATION

* INDICATE SECTION NUMBER PERMITTING REDUCTION

LIFE SAFETY SYSTEM

REQUIREMENTS:

EMERGENCY LIGHTING:

EXIT SIGNS:

FIRE ALARM:

SMOKE DETECTION SYSTEMS:

PANIC HARDWARE:

NO

YES

NO

YES

NO

YES

NO

YES

Partial

NO

YES

PRIMARY OCCUPANCY: (SELECT ONE)

ASSEMBLY

A-1 A-2

A-3

A-4

A-5

BUSINESS

EDUCATIONAL

FACTORY

F-1 Moderate F-2 Low

HAZARDOUS

H-1 Detonate H-2 Deflagrate H-3 Combust

INSTITUTIONAL

I-1 CONDITION

X I-2 CONDITION

I-3 CONDITION

I-4

1

2

1 X2

1

2

3

4

MERCANTILE

RESIDENTIAL

R-1

R-2

R-3

R-4

STORAGE

S-1 Moderate

S-2 Low

High-piled

Parking Garage

Open

Enclosed

UTILITY & MISC.

H-4 Health H-5 HPM

5

Repair Garage

EXISTING NO CHANGE

ACCESSORY OCCUPANCY CLASSIFICATION(S):

INCIDENTAL USES (Table 509):

SPECIAL USES (Chapter 4 - List Code Sections):

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

MIXED OCCUPANCY:

YES

NO

SEPARATION:

HR.

EXCEPTION:

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

ACTUAL AREA OF OCCUPANCY B

ALLOWABLE AREA OF OCCUPANCY A

+

ALLOWABLE AREA OF OCCUPANCY B

=

+

+

< 1.00

=

< 1.00

=

< 1.00

STORY

NUMBER

DESCRIPTION AND USE

(A)

BUILDING AREA PER STORY

(ACTUAL)

(B)

4

TABLE 506.2

AREA

(C)

AREA FOR

1,5

FRONTAGE INCREASE

ISTING NO CHANGE 1 FRONTAGE AREA INCREASE FROM SECTION 506.3 ARE COMPUTED THUS:

EX 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)

F

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

2 UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507.

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

4 MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH 406.5.4.

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

(D)

ALLOWABLE AREA PER

2,3

STORY OR UNLIMITED

ALLOWABLE HEIGHT:

BUILDING HEIGHT IN FEET (Table 504.3)2

BUILDING HEIGHT IN STORIES (Table 504.4) 3

ALLOWABLE

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

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

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

EXISTING NO CHANGE SHOWN ON PLANS

CODE REFERENCE 1

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)

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)

Occupant loads for each area

Location of doors equipped with hold-open devices

Exit access travel distances (1017)

Location of emergency escape windows (1030)

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

The square footage of each fire area (202)

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

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

GE ACCESSIBLE DWELLING UNITS (SECTION 1107):

EXISTING NO CHAN TOTAL UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

ACCESSIBLE PARKING (Section 1106):

TYPE B

UNITS

REQUIRED

TYPE B

UNITS

PROVIDED

TOTAL #

ACCESSIBLE

UNITS PROVIDED

LOT OR PARKING

AREA

TOTAL:

TOTAL NUMBER OF PARKING SPACES

# OF ACCESSIBLE SPACES PROVIDED

REQUIRED

0

0

0

GE PROVIDED

CHAN 0

NO 0

EXISTING 0

REGULAR WITH 5'

ACCESS AISLE

0

0

0

VAN SPACES WITH

132" ACCESS AISLE

8' ACCESS AISLE

0

0

0

0

0

0

PLUMBING FIXTURE REQUIREMENTS (SECTION 2902.1):

TOTAL # OF

ACCESSIBLE

PROVIDED

0

0

0

WATER CLOSETS

URINALS

LAVATORIES

SHOWERS/

USE:

E MALE

FEMALE

UNISEX

ANG SPACE EXISTING

0

CH NEW

0

NO REQUIRED

0

0

0

0

0

0

0

0

0

0

MALE

FEMALE

UNISEX

TUBS

0

0

0

0

0

0

0

0

0

0

0

0

EXISTING SPECIAL

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

APPROVALS:

DRINKING FOUNTAINS

REGULAR

ACCESSIBLE

0

0

0

0

0

0

ENERGY SUMMARY:

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.

EXISTING BUILDING ENVELOPE COMPLIES WITH CODE:

NO

YES (THE REMAINDER OF THIS SECTION IS NOT APPLICABLE)

CLIMATE ZONE

3A

4A

5A

METHOD OF COMPLIANCE: ENERGY CODE

PERFORMANCE

PRESCRIPTIVE

ASHRAE 90.1

PERFORMANCE

PRESCRIPTIVE

ANGE THERMAL ENVELOPE

IF "OTHER" SPECIFY SOURCE HERE

CH ROOF/CEILING ASSEMBLY (EACH ASSEMBLY)

NO DESCRIPTION OF ASSEMBLY:

ING U-VALUE OF TOTAL ASSEMBLY:

IST R-VALUE OF INSULATION:

EX SKYLIGHT IN EACH ASSEMBLY

WALLS BELOW GRADE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF TOTAL INSULATION:

FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)

u-value of skylight:

total square footage of skylights in each assembly:

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

EXTERIOR WALLS (EACH ASSEMBLY)

R-VALUE OF TOTAL INSULATION:

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:

FLOORS SLAB ON GRADE

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF TOTAL INSULATION:

Horizontal / vertical requirement:

Slab heated? (Y/N)

STRUCTURAL DESIGN (PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)

DESIGN LOADS:

IMPORTANCE FACTORS: SNOW (ls)

SEISMIC (le)

LIVE LOADS:

ROOF

MEZZANINE

FLOOR

GROUND SNOW LOAD:

psf

WIND LOAD:

ULTIMATE WIND SPEED

EXPOSURE CATEGORY

psf

psf

psf

mph (ASCE-7)

SEISMIC DESIGN CATEGORY:

A

B

C

D

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

GE RISK CATEGORY (TABLE 1604.5)

I

II

AN SPECTRAL RESPONSE ACCELERATION: Sds=

CH SITE CLASSIFICATION: (ASCE 7)

A

B

NO Data Source:

FIELD TEST

III

IV

%g Sd1=

C

D

PRESUMPTIVE

%g

E

F

HISTORICAL DATA

ING BASIC STRUCTURAL SYSTEM

BEARING WALL

DUAL WITH SPECIAL MOMENT FRAME

EXIST BUILDING FRAME

DUAL WITH INTERMEDIATE R/C OR SPECIAL STEEL

MOMENT FRAME

INVERTED PENDULUM

ANALYSIS PROCEDURE:

SIMPLIFIED

EQUIVALENT LATERAL FORCE

DYNAMIC

ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?

YES

NO

LATERAL DESIGN CONTROL: EARTHQUAKE

WIND

SOIL BEARING CAPACITIES:

FIELD TEST (PROVIDE COPY OF TEST REPORT)

psf

PRESUMPTIVE BEARING CAPACITY

psf

PILE SIZE, TYPE, AND CAPACITY

psf

MECHANICAL SUMMARY

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

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

GE UNITARY

AN DESCRIPTION OF UNIT:

H HEATING EFFICIENCY:

C COOLING EFFICIENCY:

NO SIZE CATEGORY OF UNIT:

G BOILER

IN SIZE CATEGORY. IF OVERSIZED, STATE REASON:

T CHILLER

EXIS SIZE CATEGORY. IF OVERSIZED, STATE REASON:

LIST EQUIPMENT EFFICIENCIES

ELECTRICAL SUMMARY

ELECTRICAL SYSTEM AND EQUIPMENT

METHOD OF COMPLIANCE:

ENERGY CODE

PERFORMANCE

ASHRAE 90.1

PERFORMANCE

PRESCRIPTIVE

PRESCRIPTIVE

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

GE TOTAL WATTAGE PER FIXTURE

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

CH TOTAL EXTERIOR WATTAGE SPECIFIED VS ALLOWED

NO ADDITIONAL PRESCRIPTIVE COMPLIANCE

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

ISTIN C406.2 More Efficient Mechanical Equipment

EX 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

05/21/2026 10:56:01 AM

This item has been electronically signed and

sealed by Julia E. Brewer using a Digital Signature

and date. Printed copies of this document are not

considered signed and sealed and the signature

must be verified on any electronic copies.

ISSUANCE

2 05/21/2026 ISSUED FOR

CONSTRUCTION

PROJECT NUMBER

22180003

PROJECT MANAGER

B.MCCAFFERY

PROFESSIONAL

J.BREWER

DRAWN BY

J.BREWER

CHECKED BY

J.TRUSSLER

BUILDING CODE

SUMMARY

G101

7

6

5

4

3

2

1

7

6

5

4

3

2

1

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.

D01

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

D01 D07

D05

DEMOLITION PLAN KEYNOTES

NUMBER

D01

D02

D03

D04

D05

D06

D07

D09

D10

NOTE

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

DOWN TO THE EXISTING SLAB

REMOVE EXISTING PIPE AS SHOWN

REMOVE EXISTING SATELITE, CONDUIT, AND ASSOCIATED EQUIPMENT AS

SHOWN

REMOVE ROOF DRAIN, TYP. REPLACE IN KIND

REMOVE GUTTER AND DOWNSPOUTS. REPLACE IN KIND

EXISTING CONDUIT TO REMAIN

REMOVE VENT

REMOVE ANTENNA AND ALL ASSOCIATED CONDUIT AND EQUIPMENT

REMOVE EXISTING SCUPPER LINER. REPLACE IN KIND

D05

D01

D10

D01

D01

D04

D05

D10

D01

D10

D01

D09

D01

D01

D01

D02

D10

D10

D06

ROOF DEMOLITION PLAN

1

1/8" = 1'-0"

D05

D03

D04

D10

D04

A06

D01

D01

D01

D01

RAISED AREA OF ROOF TO REMAIN.

ROOFING TO BE REPLACED AS PER

NOTES AND DETAILS

D10

D09

D01

D01

D04

D01

D01

D01

D01

D02

7

6

5

4

3

2

05/21/2026 10:56:01 AM

This item has been electronically signed and

sealed by Julia E. Brewer using a Digital Signature

and date. Printed copies of this document are not

considered signed and sealed and the signature

must be verified on any electronic copies.

ISSUANCE

2 05/21/2026 ISSUED FOR

CONSTRUCTION

PROJECT NUMBER

22180003

PROJECT MANAGER

B.MCCAFFERY

PROFESSIONAL

DRAWN BY

CHECKED BY

DEMOLITION

PLAN

AD101

1

7

6

5

4

3

2

1

ROOF LEGEND

GUTTER AND DOWNSPOUTS

TO MATCH EXISTING

MEMBRANE ROOFING OVER COVER BOARD OVER TAPERED

ROOF INSULATION OVER BASE LAYER ROOF INSULATION ON

FLAT ROOF DECK

1/4" / 12"

MAX SLOPE

INDICATES TAPERED INSULATION OVERLAY (SADDLE)

ROOF WALKWAY PAD

INDICATES DIRECTION OF SLOPE -

ROOF SLOPE 1/4" PER FOOT UNLESS NOTED OTHERWISE

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

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

1/4" / 12"

MAX SLOPE

GUTTER AND DOWNSPOUTS

TO MATCH EXISTING

GUTTER AND DOWNSPOUTS

TO MATCH EXISTING

ROOF PLAN

1

1/8" = 1'-0"

EXISTING VENTS TO REMAIN,

TYP. SEE DETAIL SHEET FOR

PENETRATION INFORMATION

7

6

5

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

EXISTING VENTS TO REMAIN,

TYP. SEE DETAIL SHEET FOR

PENETRATION INFORMATION

4

3

2

05/21/2026 10:56:01 AM

This item has been electronically signed and

sealed by Julia E. Brewer using a Digital Signature

and date. Printed copies of this document are not

considered signed and sealed and the signature

must be verified on any electronic copies.

ISSUANCE

2 05/21/2026 ISSUED FOR

CONSTRUCTION

PROJECT NUMBER

22180003

PROJECT MANAGER

B.MCCAFFERY

PROFESSIONAL

J.BREWER

DRAWN BY

J.BREWER

CHECKED BY

J.TRUSSLER

ROOF PLAN

A102

1

7

WELD FLASHING BASE TO

FIELD MEMBRANE MIN. 1 1/2" (38

mm) CONTINUOUS

1 1/2" (38 mm)

MIN. WELD CONT.

RIGID INSULATION

APPROVED DECK

PIPE BOOT

7

6" = 1'-0"

1 1/2"

MIN. WELD CONT.

1 1/2"

MIN. WELD CONT.

6

JM SINGLE PLY LVOC CAULK

ADJUSTABLE METAL STRAP (PROVIDE BY

JM)

JM SINGLE PLY SEALING MASTIC

JM TPO ROUND SPLIT PIPE BOOT

FLASHING

JM APPROVED FASTENER AND PLATE MIN. OF (4)

AROUND PIPE. PENETRATION DEPENDANT ON DECK

MATERIAL(S). SEE SPECIFICATIONS FOR FURTHER

INFORMATION

JM TPO MEMBRANE ADHESIVE (FOR

ADHERED SPECIFICATIONS ONLY)

JM TPO MEMBRANE FULLY

ADHERED OR MECHANICALLY

FASTENED

JM TPO EDGE SEALANT IF

REQUIRED

RIGID INSULATION

EXISTING DECK

PIPE

CAULK

SINGLE PLY SEALING MASTIC

DRAW BAND REQUIRED

TPO DETAIL MEMBRANE ADHERED WITH

MEMBRANE ADHESIVE

STRETCH TPO MEMBRANE FORM 1"

TPO MEMBRANE FULLY ADHERED

RIGID INSULATINO

EXISTING DECK

TPO EDGE

SEALANT

TPO MEMBRANE ADHESIVE

FASTENER AND PLATE MIN. OF FOUR AROUND PIPE

FIELD FABRICATED PENETRATION DETAIL

8

6" = 1'-0"

3" MIN. TAPE

LAP ONTO METAL

1 1/2"

1"

MINIMUM

MIN

TPO MEMBRANE FULLY ADHERED

TPO MEMBRANE ADHESIVE

CAULK ALONG BOTH EDGES

MEMBRANE PRIMER

SINGLE PLY SEALING MASTIC

TPO COVER TAPE

INSULATION / COVER BOARD

WOOD NAILER SECURELY

ANCHORED TO DECK

EXISTING DECK

DRIP EDGE

5

12" = 1'-0"

7

6

5

4

STRAINER

CLAMP RING

TPO MEMBRANE

SEALANT

TPO MEMBRANE

INSULATION TAPERED TO

DRAIN

APPROVED DECK

1/2"

TAPERED DRAIN

SINGLE PLY SEALING MASTIC

ROOF DRAIN

3

6" = 1'-0"

CUT HOLE THROUGH MEMBRANE AT

LEAST THE SAME DIAMETER AS THE

ROOF DRAIN PIPE - TYP.

CLEAN OUT EXISTING DRAIN PIPE AND

LEADER AS REQUIRED

FASTENERS AND PLATES 12" O.C. MAX.

EXISTING CURB

GROMMETED FASTENERS

COUNTERFLASHING SKIRT

TPO MEMBRANE FULLY ADHERED TO WALL

TPO MEMBRANE

TPO MEMBRANE ADHESIVE

FASTENER AND PLATE

EDGE SEALANT

1 1/2" (38 mm)

MIN. WELD CONT.

3" TO 8"

CURB DETAIL

4

12" = 1'-0"

EXISTING DECK

APPROVED WALL /

SUBSTRATE

TPO MEMBRANE FULLY ADHERED TO WALL

SEALANT

CAULK

TPO-COATED METAL

SCUPPER LINER

1 1/2" (38 MM)

MIN. WELD CONT.

SCUPPER FLANGES SET INTO BED OF SEALANT

SEALANT

1 1/2" (38 MM)

MIN. WELD CONT.

TPO MEMBRANE FULLY

ADHERED

TPO MEMBRANE ADHESIVE

RIGID INSULATION

EXISTING DECK

WOOD NAILER SECURELY

ANCHORED TO DECK

THROUGH WALL SCUPPER

2

6" = 1'-0"

5

4

3

SINGLE PLY SEALING MASTIC

FASTENER

METAL ROOF EDGE BY OTHERS

CONTINUOUS METAL CLEAT

GUTTER

GUTTER & METAL EDGE

6

12" = 1'-0"

EXISTING PARARET

EXISTING PARAPET

BASE FLASHING

1

12" = 1'-0"

3

2

3" MIN. TAPE

LAP ONTO METAL

1 1/2"

1"

MINIMUM

MIN

1

TPO MEMBRANE FULLY ADHERED

TPO MEMBRANE ADHESIVE

CAULK ALONG BOTH EDGES

MEMBRANE PRIMER

SINGLE PLY SEALING MASTIC

TPO COVER TAPE

RIGID INSULATION

WOOD NAILER SECURELY

ANCHORED TO DECK

EXISTING DECK

TPO MEMBRANE FULLY ADHERED TO

WALL

SLOPE TO DRAIN

.

TERMINATION BAR

TPO MEMBRANE

TPO MEMBRANE FULLY ADHERED TO

WALL

VARIES

EXISTING PARAPET

COPING CAP

9

6" = 1'-0"

METAL COPING SLOPED TO

DRAIN

FASTENER

INSTALL MEMBRANE DOWN

OUTSIDE FACE OF WALL 1/2"

BELOW NAILER

TPO MEMBRANE FULLY ADHERED TO

WALL

TPO MEMBRANE FULLY ADHERED TO WALL

TPO 6" REINFORCED TERMINATION STRIPS

1/4" COVER BOARD

TPO MEMBRANE

MEMBRANE ADHESIVE

FASTENERS AND PLATES 12" O.C. MAX

MEMBRANE PRIMER

PEEL & STICK

SECTION OF RTS

2.5" RIGID INSULATION

EXISTING DECK

2

05/21/2026 10:56:01 AM

This item has been electronically signed and

sealed by Julia E. Brewer using a Digital Signature

and date. Printed copies of this document are not

considered signed and sealed and the signature

must be verified on any electronic copies.

ISSUANCE

2 05/21/2026 ISSUED FOR

CONSTRUCTION

PROJECT NUMBER

22180003

PROJECT MANAGER

B.MCCAFFERY

PROFESSIONAL

J.BREWER

DRAWN BY

J.BREWER

CHECKED BY

J.TRUSSLER

ROOF DETAILS

A311

1

Commodity Codes

• NAICS 238160Roofing Contractors

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