Attachment E - Project Drawings.pdf
PDF 5 MB Posted
- Attached to
- Chestnut Ridge Building Roof Renovations
- Solicitation number
- RFB202690000722
- Issued by
- Mingo County, West Virginia
About this file
Project Drawings Summary
This is a set of project drawings and general notes for the Chestnut Ridge Building Roof Replacement Project at West Virginia University in Morgantown, West Virginia (RFB202690000722). The project encompasses roof renovations and replacements across five roof areas of the building located at 886 Chestnut Ridge Road. Roof #1 is an alternate bid for roof renovations to extend the service life of the existing membrane system. Roof #2 is a base bid requiring complete removal of the existing roof system and installation of new tapered insulated, fully adhered EPDM membrane. Roof #3 is an alternate bid requiring removal of only the existing EPDM membrane with installation of a 0.5-inch MF HD coverboard and new fully adhered EPDM system. Roof #4 is an alternate bid with the same requirements as Roof #3 plus skylight replacement and OSHA-approved guardrails or fall protection screening. Roof #5 is a base bid identical to Roof #2, requiring complete system replacement with new tapered insulation and EPDM membrane. The project drawings include overall roof plans, individual roof area plans with dimensions, and detailed installation specifications for flashing, penetrations, drainage systems, mechanical vents, and equipment mounting. Three revisions have been issued as of June 3, 2026.
The contract scope requires contractors to furnish all materials, labor, equipment, and installation to complete the specified roof systems in their entirety. General requirements include strict OSHA and WVU safety compliance, daily written progress reports and weekly reporting to the owner's project manager, field verification of all measurements and site conditions prior to bidding, and provision of protective tarping at access points and staging areas. Contractors must maintain clean appearance of protective coverings, manage material storage and security, provide interior protection for building access, furnish and maintain restroom facilities for employees, and remove all debris daily at no additional cost. The specifications mandate fully adhered EPDM membrane installation per manufacturer requirements, new sheet metal counterflashing and field wrap pipe boots, minimum 8-inch base flashings fastened at 12-inch centers, 12-inch minimum clearance for plumbing vents above the finished membrane, new rooftop unit access walk pads as part of base bids, and positive drainage with no ponding. Contractors must coordinate disconnection and reconnection of all electrical, plumbing, and HVAC equipment at their own cost with licensed individuals. A minimum two-year workmanship warranty without limitations is required, along with manufacturer inspection reports provided at specified intervals.
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Text version
INDEX OF DRAWINGS
G-001 G-002 A-101 A-102 A-103 A-104 A-105 A-501 A-502 A-503
TITLE SHEET
GENERAL NOTES
OVERALL ROOF PLAN
ROOF #1 PLAN
ROOFS #2 & 3 PLAN
ROOF #4 PLAN
ROOF #5 PLAN
ROOF DETAILS
ROOF DETAILS
ROOF DETAILS
N
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W E
PROJECT
WEST VIRGINIA UNIVERSITY
CHESNUT RIDGE BUILDING
2026 ROOF REPLACEMENT PROJECT
MORGANTOWN, WEST VIRGINIA
RFB202690000722
CHESTNUT RIDGE BUILDING - 886 CHESTNUT RIDGE RD., MORGANTOWN WEST VIRGINIA 26505
Integrity Moisture Solutions, LLC
7659 Jonathan Drive - Holland, Ohio 43528
(419) 376-2235 rcraig@inmosollc.com
Rick Craig, FRCI, RRC, RRO Senior Building Consultant
3/23/26 G-001
Attachment E - Project Drawings
Sheet No.
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CHESTNUT RIDGE BUILDING ROOF RENOVATION GENERAL NOTES
1. OSHA and West Virginia University safety rules and regulations must be strictly enforced and adhered to by the entire
Contracting crew (s).
2. The contractor shall coordinate all roof installation activities with the owner's facility representative and the Owner's project manager.
3. The contractor's superintendent and/or field foreman shall communicate with the owner and document daily the following:
a. Daily written progress reports of the project.
b. Weekly written reports to owner's facility representative and the owner's project manager.
4. Any changes in the scope of work due to unforeseen site conditions or circumstances shall be reported to the owner Within 24 hours.
5. Any additional costs to owner shall be submitted in writing for approval before any work proceeds. Owner must approve any additional Costs.
6. Contractor to field verify all measurements, material quantities, and job site conditions prior to bidding the project.
7. Contractor is responsible for all quantities required to install specified roof system in its entirety per contract Documents.
8. Contractor shall provide clean protective tarps to protect building finishes at roof access points, at set-up/staging Areas and at all materials loading/handling locations.
9. Secure coverings against wind damage or displacement.
10. Maintain all protective tarps in a functional condition with a clean visual appearance that is acceptable to owner.
11. Replace tarps when requested by owner's representative.
12. Contractor is responsible for the storage and security of all material and equipment.
13. All material shall be covered with breathable tarps.
14. All material shall be installed above roof and or ground surfaces a minimum of four inches.
15. All material shall be covered on a daily basis or when work is not in progress.
16. Contractor shall maintain access lane for vehicle traffic at all times at each set-up and staging area.
17. Contractor shall provide protective traffic way for material handling and employee/equipment traffic over existing Roof systems on both roof areas.
18. Contractor shall limit access to building interior to designated areas as approved by owner for interior protection and coordination activities.
19. Contractor shall provide interior protection for access to roof areas.
20. All markings and debris shall be cleaned on a daily basis.
21. Protection shall be provided for all interior access paths.
22. Contractor shall furnish and properly service restroom facilities for contractor employees. These facilities shall be located in the staging/set-up areas.
23. Contractor will remove all debris from roof and site daily at no additional cost to the owner.
24. Contractor to coordinate schedule for roof replacement activities with all other trades and owner.
SPECIFIC ROOF PROJECT INSTALLATION NOTES & INFORMATION
1. Scope of Work is as follows:
a. Roof # 1: Furnish roof renovations to extend the life of the existing roof membrane system. Alternate Bid.
b. Roof # 2: Remove existing roof system and Furnish a new tapered insulated, fully adhered
EPDM roof system. Base Bid.
c. Roof # 3: Remove existing EPDM membrane only and install a MF 0.5 inch HD Cover board and with a fully adhered EPDM roof system. Alternate Bid.
d. Roof # 4: Remove existing EPDM membrane only and install a MF 0.5 inch HD Cover board and with a fully adhered EPDM roof system. Skylight Replacement included. Alternate Bid.
e. Roof # 5: Remove existing roof system and Furnish a new tapered insulated, fully adhered
EPDM roof system. Base Bid.
2. Carefully remove existing sheet metal counterflashing and prep for new sheet metal counterflashing.
3. Clean all roofing and perimeter walls of debris. Contractor shall have shop vac onsite or blowers to ensure all debris are removed prior to new roof installation.
4. Fully adhered new EPDM membrane in a full bed of adhesive per Manufacturers installation requirements.
5. Install new field wrap or preformed pipe boots on existing vent pipe penetrations:
6. Furnish and install new steel accessories at existing drain bowls.
7. Ensure all plumbing vents are a minimum of twelve 12 inches above the finished roof membrane surface.
8. All membrane base flashings shall be a minimum of eight 8 inches high and fastened twelve 12 inches O.C.
9. Install new specified pre-finished sheet metal counterflashing's at all existing locations per specifications.
10. Roof top unit and roof access walk pads shall be part of the base bid.
11. Ensure positive drainage at all roof area locations. Ponding or bird baths are unacceptable on new roof substrate and shall be repaired prior to acceptance of new Finished roof membrane installation.
12. EPDM roof system installations must meet manufacturers' requirements for total system warranty.
a. Manufacturer shall provide inspection at the intervals as specified.
b. Contractor shall provide all Manufacturer inspection reports to the owner and consultant.
13. Contractor shall provide a minimum two 2 year contractors workmanship warranty without Limitations.
REVISION #1 - MAR. 30, 2026
REVISION #2 - APR. 21, 2026
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1" = 10'-0"
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OVERALL ROOF PLAN
ROOF #4
(METAL) ROOF #5
(CONCRETE)
ROOF #2
(CONCRETE)
ROOF #3
(METAL)
ROOF #1
(CONCRETE)
REVISION #1 - MAR. 30, 2026
TENSION CABLE INSTALLED ON WALLS
ACROSS OPENING, AT 42" (+/- 3").
CABLE SHALL WITHSTAND 200 LBS. OF
FORCE
ALTERNATE BID ITEM:
REMOVE AND DISPOSE
OF SATELLITE DISH
OSHA APPROVED GUARDRAILS
OR SCREEN IN NEW SKYLIGHTS
WVU P.E. APPROVE AS
CAPABLE OF FALL
PROTECTION
OSHA APPROVED
GUARDRAILS
OR SCREEN IN NEW
SKYLIGHTS
WVU-ES+H REQUEST EXISTING ANCHORS ARE
"INSPECTED & CERTIFIED" BY WVU P.E. FOR FALL PROTECTION
REVISION #2 - APR. 21, 2026
NOTE: PROVIDE PRICING TO REPLACE
EXISTING DRAIN BOWLS AND 10' OF
ASSOCIATED DRAINAGE PIPE. SEE
DRAIN BOWL REPLACEMENT UNIT
COSTS ON BID FORM.
REVISION #3 - JUN. 3, 2026
AutoCAD SHX Text
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A-102
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ROOF #1 PLAN
KEYNOTES:
1. PROVIDE RENOVATIONS TO EXTEND SERVICE LIFE OF EXISTING ROOF
MEMBRANE. SEE SPECIFICATIONS.
2. INSTALL NEW WALKWAY PADS AS SHOWN.
49'-3"
'-0
ROOF #1
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1/8" = 1'-0"
A-103
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A1SCALE 1/8" = 1'-0"
ROOFS #2 & 3 PLAN
KEYNOTES:
1. REMOVE EXISTING ROOF DOWN TO EXISTING
DECK. PROVIDE NEW INSULATION,
COVERBOARD, AND EPDM MEMBRANE.
2. REMOVE EXISTING ROOF MEMBRANE DOWN TO
INSULATION. PROVIDE NEW COVERBOARD AND
EPDM MEMBRANE.
3. INSTALL NEW WALKWAY PADS AS SHOWN.
4. EXISTING ACCESS LADDER TO REMAIN.
5. WET ROOF INSULATION. REMOVE AND
REPLACE WITH NEW INSULATION.
6. ALTERNATE BID: REMOVE AND DISPOSE OF
SATELLITE DISH.
7. NEW BALLASTED FALL PROTECTION RAIL
SYSTEM.
C A-501
ROOF #2 ROOF #3
A A-501
ROOF #2
B A-501
ROOF #3
C A-
R A-503
D A-501E
A-501
TYP.
F A-501
TYP.
G A-502
TYP.
H A-502
TYP.
L A-502
TYP.
M A-502
TYP.
N A-503
TYP.
P A-503
TYP.
REVISION #1 - MAR. 30, 2026
REVISION #3 - JUN. 5, 2026
AutoCAD SHX Text 23'-6"
AutoCAD SHX Text 51'-0"
AutoCAD SHX Text 50'-0"
AutoCAD SHX Text 34'-0"
AutoCAD SHX Text 8'-6"
AutoCAD SHX Text 15'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 15'-6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RD RDRD
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A-104
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ROOF #4 PLAN
KEYNOTES:
8'-0" 55'-0"
'-0
63'-0"
ROOF #4
'-0
2'- 0"
B A-501
ROOF #4
1. REMOVE EXISTING ROOF MEMBRANE DOWN TO INSULATION. PROVIDE
NEW COVERBOARD AND EPDM MEMBRANE.
REVISION #1 - MAR. 30, 2026
OSHA APPROVED GUARDRAILS OR
FALL PROTECTION IN NEW SKYLIGHTS
OSHA APPROVED
GUARDRAILS OR
FALL PROTECTION
IN NEW SKYLIGHTS
SS
AC
Sheet No.
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Plan Revisions:
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A-105
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ROOF #5 PLAN
KEYNOTES:
61'-3"
'-0
61'-3"
ROOF #5
'-0
A A-501
ROOF #5
C
A-501
C A-501
C A-501
C A-501
E A-501
TYP.
F A-501
TYP.
H A-502
TYP.
J A-502
TYP.
1. REMOVE EXISTING ROOF DOWN TO EXISTING DECK. PROVIDE NEW
INSULATION, COVERBOARD, AND EPDM MEMBRANE.
2. INSTALL NEW WALKWAY PADS AS SHOWN.
3. EXISTING ACCESS LADDER TO REMAIN.
4. WET ROOF INSULATION. REMOVE AND REPLACE WITH NEW INSULATION.
REVISION #1 - MAR. 30, 2026
FALL PROTECTION SAFETY CABLE @ 42" (+/- 3").
MUST WITHSTAND 200 LBS OF FORCE
FALL PROTECTION SAFETY CABLE @ 42" (+/- 3").
MUST WITHSTAND 200 LBS OF FORCE
B A-501
NEW ROOF SYSTEM DETAIL
SCALE: NOT TO SCALE
C A-501
WALL FLASHING DETAIL
SCALE: NOT TO SCALE
F A-501
MECHANICAL VENT DETAIL
SCALE: NOT TO SCALE
D A-501
DOOR THRESHOLD DETAIL
SCALE: NOT TO SCALE
E A-501
ROOF DRAIN DETAIL
SCALE: NOT TO SCALE
EXISTING CONCRETE WALL
SURFACE MOUNT COUNTER FLASHING
MECHANICALLY FASTENED WITH 300 SERIES
STAINLESS STEEL FASTENERS AND BONDED
SEALING WASHERS
SEALANT
TERMINATION BAR MECHANICALLY FASTENED
AT 6" O.C.
COMPRESSION SEALANT
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
SEAM TAPE
FULLY ADHERED EPDM FLASHING MEMBRANE
COVER BOARD MECHANICALLY FASTENED
COUNTER FLASHING SET IN BED OF SEALANT
MECHANICALLY FASTENED WITH 300 SERIES
STAINLESS STEEL FASTENERS AND BONDED
SEALING WASHERS
PROVIDE NEW THRESHOLD AND SPACER
PLATE MECHANICALLY FASTENED WITH
STAINLESS STEEL FASTENERS SET IN BED OF
SEALANT
EXISTING ROOF ACCESS DOOR
MODIFY BOTTOM (IF REQUIRED)
TERMINATION BAR MECHANICALLY FASTENED
AT 6" O.C.
COMPRESSION SEALANT
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
SEAM TAPE
FULLY ADHERED EPDM FLASHING MEMBRANE
COVER BOARD MECHANICALLY FASTENED
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
FULLY ADHERED EPDM MEMBRANE
COVER BOARD IN INSULATION ADHESIVE
EXISTING INSULATION
EXISTING METAL DECK
NOTE:
SEE SPECIFICATIONS AND MANUFACTURER'S
REQUIREMENT FOR ALL CONDITIONS SHOWN IN
THESE PROJECT DETAILS
LC DRAIN
SLOPE TAPERED SUMP
6" TAPERED EDGE STRIPS
NEW ROOF DRAIN COLLAR
NEW BOLTS OR CLAMP ATTACHMENTS
NEW ROOF STRAINER
COMPRESSION SEALANT
FULLY ADHERED EPDM MEMBRANE
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION
EXISTING DECK
EXISTING MECHANICAL VENT
MECHANICALLY FASTENED WITH 300
SERIES STAINLESS STEEL FASTENERS AND
BONDED SEALING WASHERS
RAISE AS REQUIRED
TO MAINTAIN 8" MIN.
FLASHING HEIGHT COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
FULLY ADHERED EPDM MEMBRANE
FULLY ADHERED EPDM FLASHING MEMBRANE
COVER BOARD MECHANICALLY FASTENED
EXISTING DECK
NOTE:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE OWNER THE FOLLOWING;
THE DISCONNECTION, TEMPORARY RELOCATION AND
RECONNECTION OF ALL ELECTRICAL, PLUMBING AND
HVAC EQUIPMENT, CONDUITS, CABLES, ETC. AND THE
REINSTALLATION AND TESTING OF ALL DISTURBED
EQUIPMENT. ALL SHALL BE PERFORMED BY A
INDIVIDUAL LICENSED TO PERFORM THE REQUIRED
WORK. ALL COST SHALL BE INCLUDED IN BASE BID.
SEAM TAPE
A A-501
NEW ROOF SYSTEM DETAIL
SCALE: NOT TO SCALE
FULLY ADHERED EPDM MEMBRANE
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION
EXISTING CONCRET DECK
NOTE:
SEE SPECIFICATIONS AND MANUFACTURER'S
REQUIREMENT FOR ALL CONDITIONS SHOWN IN
THESE PROJECT DETAILS
(ROOFS #2 & #4)
(ROOFS #3 & #5)
Sheet No.
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Project No.
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A-501
REVISION #2 - APR. 21, 2026
G A-502
GRAVITY VENT DETAIL
SCALE: NOT TO SCALE
H A-502
RAIL CURB DETAIL
SCALE: NOT TO SCALE
J A-502
SOIL STACK DETAIL
SCALE: NOT TO SCALE
K A-502
PIPE PENETRATION FIELD WRAP FLASHING DETAIL
SCALE: NOT TO SCALE
L A-502
PENETRATION FIELD WRAP FLASHING DETAIL
SCALE: NOT TO SCALE
M A-502
PITCH POCKET DETAIL
SCALE: NOT TO SCALE
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
SLIP METAL COUNTER FLASHING
MECHANICALLY FASTENED WITH 300
SERIES STAINLESS STEEL FASTENERS
AND BONDED SEALING WASHERS
EXISTING RAIL CURB (TYPE MAY VARY)
EXISTING EQUIPMENT
24 GA. STAINLESS STEEL CAP
WOOD NAILERS MECHANICALLY FASTENED
WITH 300 SERIES STAINLESS STEEL
FASTENERS
FULLY ADHERED EPDM MEMBRANE
TERMINATION BAR MECHANICALLY
FASTENED AT 6" O.C.
COMPRESSION SEALANT
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
SEAM TAPE
FULLY ADHERED EPDM FLASHING MEMBRANE
COVER BOARD MECHANICALLY FASTENED
EXISTING DECK
PRE-MANUFACTURED BOOT FLASHING
SEAM TAPE
STAINLESS STEEL BAND CLAMP
EXISTING SOIL STACK
SEALANT
SEALANT
24 GA. STAINLESS STEEL RAIN COLLAR
SET IN SEALANT
STAINLESS STEEL BAND CLAMP
SEALANT
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
WOOD NAILERS EQUALING HEIGHT OF
INSULATION SYSTEM MECHANICALLY
FASTENED WITH 300 SERIES STAINLESS
STEEL FASTENERS
24 GA. STAINLESS STEEL RAIN COLLAR SET
IN SEALANT
STAINLESS STEEL BAND CLAMP
SEALANT
EXISTING PIPE OR CONDUIT
24 GA. STAINLESS STEEL PITCH PAN
WITH WELDED CORNERS
SEALANT
FULLY ADHERED EPDM FLASHING MEMBRANE
SEAM TAPE
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
NOTE:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE OWNER THE FOLLOWING;
THE DISCONNECTION, TEMPORARY RELOCATION AND
RECONNECTION OF ALL ELECTRICAL, PLUMBING AND
HVAC EQUIPMENT, CONDUITS, CABLES, ETC. AND THE
REINSTALLATION AND TESTING OF ALL DISTURBED
EQUIPMENT. ALL SHALL BE PERFORMED BY A
INDIVIDUAL LICENSED TO PERFORM THE REQUIRED
WORK. ALL COST SHALL BE INCLUDED IN BASE BID.
8" MIN. FLASHING
HEIGHT
STAINLESS STEEL BAND CLAMP
SEALANT
SEALANT
EXISTING PIPE SUPPORT BASE
PRIME
FULLY ADHERED EPDM MEMBRANE
PRIME
FULLY ADHERED EPDM MEMBRANE
24 GA. STAINLESS STEEL RAIN COLLAR
SET IN SEALANT
STAINLESS STEEL BAND CLAMP
SEALANT
EXISTING PIPE
STAINLESS STEEL BAND CLAMP
SEALANT
SEALANT
PRIME
FULLY ADHERED EPDM MEMBRANE
PRIME
FULLY ADHERED EPDM MEMBRANE
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
EXISTING GRAVITY VENT
SURFACE MOUNT COUNTER FLASHING
MECHANICALLY FASTENED WITH 300
SERIES STAINLESS STEEL FASTENERS AND
BONDED SEALING WASHERS
SEALANT
EXISTING VARIATIONS OF GRAVITY VENT
TYPES
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
TERMINATION BAR MECHANICALLY FASTENED
AT 6" O.C.
COMPRESSION SEALANT
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
FULLY ADHERED EPDM MEMBRANE
SEAM TAPE
FULLY ADHERED EPDM FLASHING MEMBRANE
COVER BOARD MECHANICALLY FASTENED
EXISTING DECK
POURABLE SEALER
CEMENT GROUT
Sheet No.
Checked By:
Date
Project No.
Drawn By:
Full Size 17X11 Scale:
Plan Revisions:
In te gr ity
M oi st ur e So lu tio ns , L
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Jo na th an
D riv e
- H ol la nd , O hi o
(4
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B.L.
R.C.
3/23/2026
NTS
A-502
REVISION #1 - MAR. 30, 2026
REVISION #2 - APR. 21, 2026
AutoCAD SHX Text
8" MIN.
8" MIN.
REPLACE WITH CADDY RPS50 PIPE
SUPPORT OR APPROVED EQUAL
EXISTING WOOD BLOCK SLEEPER
EXISTING MISC. EQUIPMENT
WALKWAY PAD (LOOSE LAID) (TYP.)
EXISTING BALLASTED EQUIPMENT BASE
SEE NOTE
SEE NOTE
SPECIFIED ROOF SYSTEM
NOTE:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE OWNER THE FOLLOWING;
THE DISCONNECTION, TEMPORARY RELOCATION AND
RECONNECTION OF ALL ELECTRICAL, PLUMBING AND
HVAC EQUIPMENT, CONDUITS, CABLES, ETC. AND THE
REINSTALLATION AND TESTING OF ALL DISTURBED
EQUIPMENT. ALL SHALL BE PERFORMED BY A
INDIVIDUAL LICENSED TO PERFORM THE REQUIRED
WORK. ALL COST SHALL BE INCLUDED IN BASE BID.
N A-503
CURB DETAIL
SCALE: NOT TO SCALE
P A-503
BALLASTED EQUIPMENT DETAIL
SCALE: NOT TO SCALE
EXISTING CURB
MECHANICALLY FASTENED WITH 300
SERIES STAINLESS STEEL FASTENERS
AND BONDED SEALING WASHERS
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
FULLY ADHERED EPDM MEMBRANE
FULLY ADHERED EPDM FLASHING MEMBRANE
COVER BOARD MECHANICALLY FASTENED
EXISTING DECK
NOTE:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE OWNER THE FOLLOWING;
THE DISCONNECTION, TEMPORARY RELOCATION AND
RECONNECTION OF ALL ELECTRICAL, PLUMBING AND
HVAC EQUIPMENT, CONDUITS, CABLES, ETC. AND THE
REINSTALLATION AND TESTING OF ALL DISTURBED
EQUIPMENT. ALL SHALL BE PERFORMED BY A
INDIVIDUAL LICENSED TO PERFORM THE REQUIRED
WORK. ALL COST SHALL BE INCLUDED IN BASE BID.
SEAM TAPERAISE AS REQUIRED
TO MAINTAIN 8" MIN.
FLASHING HEIGHT
TERMINATION BAR MECHANICALLY
FASTENED AT 6" O.C.
COMPRESSION SEALANT
SLIP METAL COUNTER FLASHING
MECHANICALLY FASTENED WITH 300
SERIES STAINLESS STEEL FASTENERS
AND BONDED SEALING WASHERS
3/4" EXTERIOR GRADE PLYWOOD AND
NAILER CONSTRUCTION
MULTIPLE EXISTING CONDUITS
SHEET METAL OR FLEX-TUBE COLLAR
SEALANT
24 GA. STAINLESS STEEL HOUSING WITH
FULLY SOLDERED SEAMS
REMOVABLE 24 GA. STAINLESS STEEL CAP
WITH FULLY SOLDERED SEAMS
MECHANICALLY FASTENED WITH 300
SERIES STAINLESS STEEL FASTENERS
AND BONDED SEALING WASHERS
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
COVER BOARD IN INSULATION ADHESIVE
WOOD NAILERS EQUALING HEIGHT OF
INSULATION SYSTEM MECHANICALLY
FASTENED WITH 300 SERIES STAINLESS
STEEL FASTENERS
TERMINATION BAR MECHANICALLY
FASTENED AT 6" O.C.
COMPRESSION SEALANT
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
SEAM TAPE
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
Q A-503
CABLE AND CONDUIT CURB DETAIL
SCALE: NOT TO SCALE
SURFACE MOUNT COUNTER FLASHING
MECHANICALLY FASTENED WITH 300 SERIES
STAINLESS STEEL FASTENERS AND BONDED
SEALING WASHERS
SEALANT
EXISTING METAL WALL PANELS
TERMINATION BAR MECHANICALLY FASTENED
AT 6" O.C.
COMPRESSION SEALANT
REINFORCED PERIMETER ANCHOR STRIP
MECHANICALLY FASTENED AT 6" O.C.
SEAM TAPE
FULLY ADHERED EPDM FLASHING MEMBRANE
COVER BOARD MECHANICALLY FASTENED
COVER BOARD IN INSULATION ADHESIVE
POLYISOCYANURATE INSULATION IN
INSULATION ADHESIVE
FULLY ADHERED EPDM MEMBRANE
EXISTING DECK
R A-503
WALL FLASHING DETAIL
SCALE: NOT TO SCALE
Sheet No.
Checked By:
Date
Project No.
Drawn By:
Full Size 17X11 Scale:
Plan Revisions:
In te gr ity
M oi st ur e So lu tio ns , L
L C
Jo na th an
D riv e
- H ol la nd , O hi o
(4
) 3
-2 rc ra ig in m os ol lc .c om
R ic k C ra ig
, F R
C I, R R
C , R
R O
Se ni or B ui ld in g
C on su lta nt
W
ES
T
VI
R G
IN
IA
U N
IV
ER
SI
TY
C H
ES
TN
U T
R
ID
G E
BU
IL
D
IN
G
R
O O
F R
EP
LA
C
EM
EN
T
PR
O
JE
C
T M
O R
G
AN
TO
W
N , W
V
R O
O F
D
ET
AI
LS
PR
O
JE
C
T
XX
XX
P -0
XX
X
B.L.
R.C.
3/23/2026
NTS
A-503
REVISION #1 - MAR. 30, 2026
REVISION #2 - APR. 21, 2026
8" MIN.
| G-001 |
| G-002 |
| G-002 |
| A-101 |
| A-101 |
| all |
| A-102 |
| A-103 |
| A-103 |
| A-104 |
| A-105 |
| A-501 |
| A-501 |
| A-502 |
| A-502 |
| A-503 |
| A-503 |
| all |
File details come from the government source that posted it. Updated .