Granville Health System Roofing Project
| Location: | North Carolina |
|---|---|
| Posted: | May 22, 2026 |
| Due: | Jun 16, 2026 |
| Agency: | State Government of North Carolina |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | 373GHS00011 |
| Publication URL: | To access bid details, please log in. |
| 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.
|
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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
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