Hutcheson Hall Roof Bid Drawings Feb 2025.pdf
PDF 2 MB Posted
- Attached to
- Hutcheson Hall Roof Replacement
- Solicitation number
- 87615
- Issued by
- Middlesex County, Virginia
About this file
This is a set of architectural and engineering drawings for a roof replacement project at Hutchenson Hall at Virginia Polytechnic Institute and State University (Virginia Tech) in Blacksburg, Virginia, issued under IFB #306852505. The project involves replacing the low-slope roofs at Hutchenson Hall, including installation of new EPDM membrane roofing, insulation, cover board, and lightning protection systems. The drawings include detailed construction plans, demolition notes, material specifications, and installation requirements. The work must comply with the 2021 Virginia Uniform Statewide Building Code and Virginia Tech's 2023 Design and Construction Standards. According to asbestos and lead inspections performed in April 2024, no asbestos-containing materials or lead-based paint were detected in the existing roof system.
The building is classified as Type 2B construction with a Business (B) occupancy classification and is equipped with a fire alarm system but not an automatic sprinkler system. The drawings provide comprehensive details for the roof replacement including fastening schedules, material specifications, and detailed installation requirements for the new roofing system and lightning protection components. The lightning protection system must be installed by an experienced contractor and meet UL96A & NFPA-780 standards, with materials based on Heary Bros. Lightning Protection Co. specifications or approved equivalents.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BLACKSBURG, VIRGINIA
2021 EDITION
VIRGINIA UNIFORM STATEWIDE BUILDING CODE,
HUTCHENSON HALL
AND STATE UNIVERSITY
VIRGINIA POLYTECHNIC INSTITUTE
COMMONWEALTH OF VIRGINIA
FEBRUARY 2025
SITE LOCATION MAP
SHEET NO.
INDEX OF DRAWINGS
DRAWING TITLE
CONSTRUCTION DETAILS AND NOTES
ROOF REPLACEMENT
A2
AN ASBESTOS INSPECTION WAS PERFORMED ON THE LOW-SLOPE ROOFS AT HUTCHENSON
HALL AT THE VIRGINIA TECH MAIN CAMPUS WITH REPORT ISSUED ON APRIL 23, 2024 BY HDH
TECHNICAL, INC. ASBESTOS-CONTAINING MATERIALS WERE NOT IDENTIFIED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND
UNIVERSITY REQUIREMENTS FOR REMOVAL AND DISPOSAL OF ASBESTOS-CONTAINING
MATERIALS (ACM). IF A SUSPECT ASBESTOS MATERIAL IS ENCOUNTERED IN THE COURSE OF
THE WORK THAT IS NOT DISCUSSED AS PART OF THE REPORT, THE WORK MUST BE STOPPED
IMMEDIATELY AND VIRGINIA TECH SHOULD BE CONTACTED IMMEDIATELY AT (540) 231-0708.
A LEAD PAINT SCREENING WAS PERFORMED AND REPORT ISSUED BY HDH TECHNICAL INC. ON
APRIL 23, 2024. LEAD-BASED PAINT WAS NOT DETECTED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE OSHA LEAD STANDARD, 29
CFR 1926,.62 AND SHALL EXERCISE DUE DILIGENCE TO AVOID THE CREATION OF LEAD DUST. IF
SUSPECT LEAD MATERIALS ARE ENCOUNTERED IN THE COURSE OF THE WORK THAT ARE NOT
DISCUSSED AS PART OF THE REPORT, THE WORK MUST BE STOPPED AND VIRGINIA TECH
SHOULD BE CONTACTED AT (540) 231-0708.
ASBESTOS AND LEAD NOTE:
BUILDING CODE DATA
APPLICABLE CODES:
APPLICABLE CODE GOVERNING RENOVATION WORK: 2021 VIRGINIA EXISTING BUILDING CODE
PRESCRIPTIVE COMPLIANCE METHOD:
· GENERAL: EXISTING MATERIALS WILL REMAIN IN USE AND NEW AND REPLACEMENT
MATERIALS PERMITTED BY THE APPLICABLE CODE WILL BE USED.
· REPAIRS: BUILDING AND STRUCTURES, AND PARTS THEREOF, SHALL BE REPAIRED IN
COMPLIANCE WITH SECTION 501.2 OF THE VEBC. WORK ON NON DAMAGED COMPONENTS
THAT IS NECESSARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE
CONSIDERED PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS
OF ALTERATIONS.
GOVERNING BUILDING CODE:
ORIGINAL CONSTRUCTION - UNKNOWN.
USE GROUP CLASSIFICATION B (BUSINESS), THE USE GROUP CLASSIFICATION DOES NOT
CHANGE FROM EXISTING CONDITIONS.
ALLOWABLE HEIGHT AND AREAS: NO INCREASE IN EXISTING FOOTPRINT.
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS: NOT CHANGED
TYPE OF CONSTRUCTION : TYPE 2B
AUTOMATIC SPRINKLER SYSTEM: BUILDING IS NOT EQUIPPED THROUGHOUT WITH AN
AUTOMATIC SPRINKLER SYSTEM
FIRE ALARM AND DETECTION SYSTEMS: BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM.
CONSTRUCTION DETAILSA3
DESIGN CRITERIA
VIRGINIA TECH 2023 DESIGN AND CONSTRUCTION STANDARDS
CONSTRUCTION PLAN AND NOTESA1
SITE
250 DRILLFIELD DR., BLACKSBURG, VA 24061
LIGHTNING PROTECTION PLANE201
DETAILSE301
ABBREVIATIONS, SPECIFICATIONS & SYMBOLSE001
DETAILSE303
DETAILSE304
DETAILSE302
IFB #306852505
F
AC
AC
CC
AC
FV
C
C
AC
AC
F
F
AC
C
C
C
AC
OF
OF
OF
C
HVAC
AC
F
OFOF
VP
VP
VP
VP
VP
VP
OF
VP
VP
C
F
OF
C
VP
C
SYMBOL
LEGEND
DEFINITION
ROOF TOP HVAC UNIT
ROOF SECTION
THROUGH-WALL SCUPPER
ROOF DRAIN
RIDGE LINE
VALLEY LINE
INSULATION SLOPE
OF
FALL RESTRAINT
TIE- BACK
VP
VENT PIPE
V VENT
C CAPPED CURB
HVAC
HS HOT STACK
HS
DUCT THROUGH ROOF
AC AIR CONDITIONING
UNIT
F CURB MOUNTED FAN
ROOF HATCH
A3
A2
A2
A2
A2
A2
A2
A3
SIM.
A P P R O V E D
D E S I G N E D
C H E C K E D
D R A W N
P R O J E C T N O.D A T E
C L
I E
N T
C A D D F I L E
PROFESSIONAL SEAL
A1
SHEET
FEBRUARY 2025
HUTCHENSONHALLROOF.DWG
BTI
DLW
R01.2018.009410
DLW
MF
VI
R
G
IN
IA
P
O
LY
TE
C
H N
IC
IN
ST
IT
U
TE
S
TA
TE
U N
IV
ER
SI
TY
BL
AC
KS
BU
R G
, V A
CO
NS
TR
UC
TI
ON
P
LA
N
AN
D
NO
TE
S
HU
TC
HE
NS
ON
H
AL
L R
OO
F R
EP
LA
CE
ME
NT
VI
R
G
IN
IA
P
O
LY
TE
C
H N
IC
IN
ST
IT
U
TE
A N
D S
TA
TE
U N
IV
ER
SI
TY
H U
TC
H
EN
SO
N H
AL
L
R O
O F
R
EP
LA
C
EM
EN
T H
U
TC
H
EN
SO
N
H
AL
L
DEMOLITION NOTES
1. THE EXISTING ROOF CONSTRUCTION INFORMATION PROVIDED IS BASED ON A 2024 STUDY
PERFORMED BY FEA. THE ACTUAL MATERIAL TYPE AND THICKNESS MAY VARY
THROUGHOUT THE ROOF SECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING FIELD CONDITIONS PRIOR TO SUBMISSION OF BID.
2. EXISTING ROOF CONSTRUCTION IS SHOWN IN THE SCHEDULE ON THIS SHEET
3. REMOVE ALL EXISTING ROOF MEMBRANE AND INSULATION MATERIALS DOWN TO THE
SURFACE OF THE ROOF DECK. EXAMINE ROOF DECK SURFACE AND DETERMINE IF IT IS IN
SUITABLE CONDITION FOR ROOF INSULATION AND MEMBRANE WORK. REPAIR ROOF DECK
WHERE DETERIORATED OR DAMAGED.
4. PROTECT EXISTING EQUIPMENT SUCH AS: VENTS, MECHANICAL UNITS, AND OTHER
ROOFTOP EQUIPMENT DURING RE-ROOFING OPERATION
5. VERIFY ROOF-MOUNTED EQUIPMENT, CURBS, AND ACCESSORIES ARE PROPERLY INSTALLED
AND SECURED.
6. SEAL CONSTRUCTION JOINTS AND COLD JOINTS IN ROOF DECK WITH MATERIAL COMPATIBLE
TO ROOF MEMBRANE AND INSULATION WHERE JOINTS ARE OPEN.
7. ASBESTOS SURVEY WAS PERFORMED AT THE LOW-SLOPED ROOFS AND
ASBESTOS-CONTAINING MATERIALS WERE NOT IDENTIFIED.
CONSTRUCTION NOTES
1. PREPARE DECK SURFACE IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND ROOF SYSTEM MANUFACTURER'S REQUIREMENTS PRIOR TO INSTALLATION OF NEW ROOFING MATERIALS. ALL NEW ROOFING MATERIALS SHALL BE FREE OF
ASBESTIFORM MINERALS.
2. INSTALL A FILLY-ADHERED, SINGLE-PLAY 90-MIL EPDM MEMBRANE OVER BASE INSULATION LAYER AND TAPERED INSULATION.
BASE INSULATION LAYER SHALL BE POLYISOCYANURATE. POLISOCYANURATE INSULATION SHALL BE TAPERED AS SHOWN ON DRAWINGS. BEGIN INSTALLATION OF TAPERED INSULATION AT DRAIN LINES. CRICKETS AND SADDLES SHALL BE CONSTRUCTED
WITH POLYISOCYANURATE INSULATION TAPERED AT 1/2- INCH PER FOOT.
3. PROHIBIT TRAFFIC OVER COMPLETED ROOF SECTIONS. PROHIBIT STORAGE OF EQUIPMENT AND MATERIALS ON AND MINIMIZE TRAFFIC OVER COMPLETED ROOF SECTIONS. PROTECTION OF EXISTING AND NEW ROOF SURFACES THROUGHOUT THE
CONTRACT SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
4. PROVIDE WALKWAY PADS AT HATCHES, AROUND SERVICEABLE ROOFTOP UNITS, AND BETWEEN HATCHES AND SERVICEABLE
UNITS.
5. CREATE SUMPS IN INSULATION AT ALL DRAIN LOCATIONS.
6. AFTER THE INSTALLATION OF THE EPDM MEMBRANE, THE ENGINEER, OWNER, MANUFACTURER REPRESENTATIVE AND CONTRACTOR SHALL OBSERVE THE ROOF SURFACE AND PERFORM A WATER TEST IN AN ATTEMPT TO IDENTIFY ANY AREAS THAT POND WATER. ANY AREAS THAT POND WATER SHALL BE ADDRESSED BY THE INSTALLATION OF ADDITIONAL INSULATION, OR OTHER METHODS RECOMMENDED BY THE ENGINEER. THE FINISHED ROOF SURFACE SHALL PROVIDE POSITIVE SLOPE AND NOT
POND WATER.
7. PROVIDE ALL REQUIRED MECHANICAL, ELECTRICAL, AND PLUMBING MODIFICATIONS FOR EXISTING FANS, VENTS, AND ALL REMAINING ROOFTOP EQUIPMENT TO PROVIDE CURB HEIGHT TO ACCOMMODATE REQUIRED FLASHING HEIGHT (MINIMUM 8 INCHES ABOVE TOP OF FINISHED MEMBRANE). DISCONNECT, EXTEND, AND RECONNECT IN-KIND, ALL DUCTWORK, WIRING, CONTROLS, PLUMBING, OR OTHER RELATED ACCESSORIES PRIOR TO THE INSTALLATION OF NEW CURBS. PROVIDE TEMPORARY
TRAFFIC PROTECTION AND WATERPROOFING OVER ANY OPENINGS DURING THE WORK.
8. INSTALL THROUGH-WALL FLASHING TO RAISE BASE WALL FLASHING HEIGHTS.
9. INSTALL ONE PORTABLE FALL RESTRAINT TIE-BACK AT SECTION B.
10. INSTALL THE SPECIFIED COATING ON EXPOSED PARAPET ROOFSIDE VERTICAL AND TOP SURFACES NOT VISIBLE FROM THE GROUND.
11. RAISE THE WALL BETWEEN SECTIONS A AND B BY 6 INCHES TO PROVIDE ADDITIONAL FLASHING HEIGHT.
EXISTING ROOF CONSTRUCTION SCHEDULE
ROOF SECTION AREA PLAN (SF) INSULATION TYPE COVER BOARD MEMBRANE DECK TYPE
A 7,222 ISO GLASS-FACED
GYPSUM EPDM CONCRETE
B 2,040 ISO GLASS-FACED
GYPSUM EPDM STEEL
C 1,256 ISO GLASS-FACED
GYPSUM EPDM CONCRETE
D 1,160 ISO GLASS-FACED
GYPSUM EPDM CONCRETE
E 14 ISO GLASS-FACED
GYPSUM EPDM CONCRETE
1/128"=1'-0"
ROOF PLAN
A1
LAP SEALANT
CURB FLASHING
(TYPICAL)
PIPE PENETRATION
(TYPICAL)
A2
PIPE FIELD WRAP
(TYPICAL)
MEMBRANE SPLICE7
A2
6" MINIMUM SPLICE
WIDTH
A2
A2
BASE WALL FLASHING
(TYPICAL)
A2
NOTE: REPLACE FLEXIBLE SEALANTS AT ALL COPING JOINTS
THROUGH-WALL FLASHING REPLACEMENT 6
A2
FASTENER SCHEDULE
NOTE:
1. METAL SECTIONS SHALL BE SECURED AT EACH END ON THE INSIDE EDGE UNDER THE JOINT COVER WITH TWO LARGE STAINLESS STEEL
NAILS THROUGH SLOTTED HOLES. 6-INCH WIDE JOINT COVERS SHOULD BE HOOKED OVER THE METAL AT THE UPPER AND LOWER ENDS. A BEAD OF SEALANT SHALL BE APPLIED UNDER THE JOINT COVER 1-INCH FORM THE END OF EACH METAL ROOF EDGE SECTION. ADD ONE #10 STAINLESS STEEL SHEET METAL SCREW WITH NEOPRENE WASHER AT THE CENTER OF EACH SECTION ON THE INSIDE EDGE, AND AT THE CENTER OF EACH JOINT COVER. THE SECTIONS OF METAL ROOF EDGE SHALL BE SEPARATED BY 3/4-INCH SO THAT THE SCREW
THROUGH THE JOINT COVER CLEARS THE METAL FASCIA.
2. FASTENER FREQUENCY SHALL BE DOUBLED WITHIN 8-FEET OF CORNERS.
ELEMENT SUBSTRATE FASTENER CONNECTION TYPE NUMBER AND SPACING
HORIZONTAL WOOD NAILER CONCRETE BLOCK OR
MASONRY WALL
1/4 INCH COATED STEEL
SCREW MIN. 1-3/4 INCH
EMBEDMENT
DIRECT 4" O.C. STAGGERED (NOTE 2)
HORIZONTAL WOOD NAILER HORIZONTAL WOOD NAILER 16 D GALV. NAILS DIRECT
2 ROWS / 24" O.C. EACH ROW MIN. 1 1/4"
PENETRATION MIN. PULLOUT
RESISTANCE OF 100LB (NOTE 2)
VERTICAL WOOD NAILER HORIZONTAL WOOD NAILER 16 D GALV. NAILS TOE NAIL 24" O.C. EACH SIDE (NOTE 2)
VERTICAL WOOD NAILER VERTICAL WOOD NAILER 16 D GALV. NAILS ANGLE 24" O.C. EACH SIDE (NOTE 2)
WOOD BLOCKING CONCRETE
1/4 INCH COATED STEEL
SCREW MIN. 1-3/4 INCH
EMBEDMENT
DIRECT 2' O.C. STAGGERED (NOTE 2)
HOOK STRIP WOOD #8 WOOD SCREWS DIRECT 16" O.C. (NOTE 2)
HOOK STRIP CONCRETE
1/4 INCH COATED STEEL
SCREW MIN. 1-3/4 INCH
EMBEDMENT
DIRECT 16" O.C. (NOTE 2)
METAL EDGE / CAP PIECE
(PAINTED GALVANIZED) WOOD
OUTSIDE - CONT. HOOK STRIP
INSIDE - #10 (PAINTED)
GALVANIZED SCREWS
W/NEOPRENE WASHERS
DIRECT SEE HOOK STRIP 12" O.C. (NOTE 2)
METAL FLASHING /
EQUIPMENT SUPPORT WOOD
#10 (PAINTED) GALVANIZED
SCREWS W/NEOPRENE
WASHERS
DIRECT
12" O.C. AT EQUIP. SUPPORT FLASHING
(NOTE 2)
METAL COUNTERFLASHING
(GALVANIZED) CONCRETE 3/16 INCH STAINLESS STEEL
NAIL-IN EXPANSION FASTENER DIRECT 18" O.C. (NOTE 2)
SCUPPER INSERT CONCRETE
3/16 INCH COATED STEEL
FASTERNER WITH NEOPRENE
WASHER
DIRECT 12" O.C.
1. ALL FASTENERS REQUIRED SHALL BE PROVIDED AND PLACED IN ACCORDANCE
WITH THESE DETAILS, THE FASTENER SCHEDULE, MANUFACTURER'S
REQUIREMENTS, THE PROJECT SPECIFICATIONS, AND FACTORY MUTUAL
SYSTEMS BULLETIN 1-49.
2. ALL NAILERS, BLOCKING AND CANTS SHALL BE NEW PRESSURE TREATED WOOD.
PROVIDE PROPER SIZE AND QUANTITY OF WOOD NAILERS TO INCREASE EDGE
HEIGHTS AS REQUIRED.
3. EXISTING DRAIN ASSEMBLIES SHALL BE CLEANED, RE-WELDED AS REQUIRED,
AND RE-INSTALLED.
4. ALL EDGE METAL IS TO BE FABRICATED IN SECTIONS NOT TO EXCEED 10-FEET IN
LENGTH.
THE FOLLOWING IS A SUMMARY OF THE METAL FLASHING REQUIREMENT.
5. THE TOP EDGE OF ALL BASE FLASHING SHALL BE POSITIVELY FASTENED WITH
3/16-INCH STAINLESS STEEL NAIL-IN EXPANSION FASTENER IN PREDRILLED
HOLES (MASONRY AND CONCRERE SUBSTRATE), #10 STAINLESS STEEL METAL
SCREWS WITH 1-INCH DIAMATER STAINLESS STEEL WASHERS, (METAL
SUBSTRATE), OR ROOFING NAILS WITH MINIMUM 1-INCH DIAMETER HEADS, 8
INCHES ON CENTERS (WOOD SUBSTRATE).
6. SCHEDULE SELECTIVE SHUTDOWN OF ROOFTOP EQUIPMENT WITH THE OWNER,
DISCONNECT AND LIFT EXISTING MECHANICAL EQUIPMENT TO INSTALL NEW
FLASHING AS SHOWN. EXTEND EXISTING UTILITY LINES AND DUCTS AS
REQUIRED. RECONNECT EQUIPMENT AND REPAIR ALL DAMAGES CAUSED BY
ROOF AND FLASHING INSTALLATION.
7. ALL MATERIAL SHALL BE NEW, UNLESS DESIGNATED AS "EXISTING".
8. ALL SEAMS SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES.
9. ATTACH SKIRT METAL TO EXISTING STRIP CURBS WITH GASKETED SHEET METAL
SCREWS.
10. TERMINATION BARS SHALL HAVE RECEIVER AND FLEXIBLE SEALANT AT TOP
EDGE.
11. THE INSULATION IS SHOWN AS SINGLE AND MULTIPLE LAYERS IN THE DETAILS.
INSTALL INSULATION AS REQUIRED PER THE SPECIFICATIONS AND TO PROVIDE
TAPER TO DRAIN.
12. ALL EXPOSED EDGES OF SHEET METAL SHALL HAVE A HEMMED EDGE
13. AT SECTION B, ADD MECHANICALLY-ATTACHED ROOF BOARD AND VAPOR
RETARDER PRIOR TO INSTALLING BASE INSULATION LAYER.
14. ALL DETAILS SHALL BE MODIFIED AND SUPPLEMENTED AS APPROPRIATE TO
PROVIDE MANUFACTURER 30-YEAR WARRANTY
DETAIL NOTES
CONDITION METAL TYPE
METAL EDGE / CAP FASHING 24 GAUGE PAINTED GALVANIZED
STEEL
PITCH POCKETS, BONNETS,
ACCESSORIES 24 GAUGE STAINLESS STEEL
TERMINATION BARS
3/16" THICK STAINLESS STEEL
W/PREDRILLED HOLES, MINIMUM 1.5
INCH WIDE
SCUPPER INSERT 16 OZ. COPPER
SKIRT METAL 24 GAUGE STAINLESS STEEL
BE
LO
W B
LO
C
KI
N
G 1"
IN
C
H M
IN
(TYPICAL)
A2
WALL WITH METAL CAP FLASHING
NOTE: RAISE THE WALL BETWEEN SECTIONS A AND B BY 6 INCHES TO PROVIDE
ADDITIONAL FLASHING HEIGHT.
EXTEND MEMBRANE TO FULL WALL HEIGHT
AND SECURE WITH FASTENER AS SHOWN
EXISTING WALL
SHEET METAL PARAPET CAP. REFER TO DETAIL NOTE 4
FASTENERS APPROX. 12" ON CENTER
CONTINUOUS TAPERED WOOD SHIM
HIGH-DOMED, CAPPED, GASKETED FASTENERS
PRESSURE TREATED WOOD NAILER
FLASHING MEMBRANE (ADHERED TO WALL WITH
ADHESIVE)
FULLY ADHERED EPDM
MEMBRANE
COVER BOARD
POLYISOCYANURATE
INSULATION
VAPOR RETARDER
EXISTING STEEL DECK
BLOCKING
PROVIDE SUFFICIENT
BLOCKING FOR MINIMUM
8" FLASHING HEIGHT
(IF REQUIRED)
GASKETED FASTENERS
ANCHOR STRIP
FULLY ADHERED EPDM FLASHING
COVER BOARD
POLYISOCYANURATE
INSULATION
EXISTING ROOF DECK
CURB BLOCKING
FULLY ADHERED EPDM MEMBRANE
EXISTING SHEET METAL FLASHING
EXISTING COPING
REMOVE AND REPLACE ALL COPING
FLEXIBLE SEALANTS (ADDITIVE BID #1)
NAIL IN EXPANSION FASTENER
TERMINATION BAR WITH SEALANT
SURFACE MOUNTED COUNTERFLASHING FASTEN
IN ACCORDANCE WITH FASTENER SCHEDULE
FLASHING MEMBRANE
FASTENERS, SEAM PLATES, AND
PERIMETER SECUREMENT STRIP
COVER BOARD
POLYISOCYANURATE
INSULATION
EXISTING ROOF DECK
FULLY ADHERED EPDM
MEMBRANE
EXISTING VENT STACK
SEALANT
DRAWBAND
INSTALL SEALANT BETWEEN
PIPE AND PREFABRICATED
MEMBRANE FLASHING
MANUFACTURER'S PREFABRICATED
MEMBRANE FLASHING
SEALANT
FULLY ADHERED EPDM MEMBRANE
POLYISOCYANURATE INSULATION
COVER BOARD
EXISTING ROOF DECK
FULLY ADHERED EPDM
MEMBRANE
COVER BOARD
POLYISOCYANURATE
INSULATION
EXISTING ROOF DECK
EXISTING PIPE
PENETRATION
SEALANT
DRAWBAND
FLASHING MEMBRANE
SEALANT
HOKIE STONE
ATTACH THROUGH-WALL FLASHING TO WALL IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS
THROUGH-WALL FLASHING WITH DRIP EDGE
TERMINATION BAR WITH FLEXIBLE SEALANT
FULLY ADHERED EPDM FLASHING
ANCHOR STRIP
LAP SEALANT
COVER BOARD INSULATION
POLYISOCYANURATE
INSULATION
EXISTING ROOF DECK
FULLY ADHERED EPDM MEMBRANE
REINFORCING STEEL ATTACHED
TO DECK WITH EPOXY ADHESIVE
COVER BOARD
POLYISOCYANURATE INSULATION
FULLY ADHERED EPDM MEMBRANE
PRIMER AND
ADHESIVE TAPE
EXISTING ROOF DECK A P P R O V E D
D E S I G N E D
C H E C K E D
D R A W N
P R O J E C T N O.D A T E
C L
I E
N T
C A D D F I L E
PROFESSIONAL SEAL
A2
SHEET
FEBRUARY 2025
HUTCHENSONHALLROOF.DWG
BIT
DLW
R01.2018.009410
DLW
MF
VI
R
G
IN
IA
P
O
LY
TE
C
H N
IC
IN
ST
IT
U
TE
S
TA
TE
U N
IV
ER
SI
TY
BL
AC
KS
BU
R G
, V A
CO
NS
TR
UC
TI
ON
D
ET
AI
LS
A
ND
N
OT
ES
HU
TC
HE
NS
ON
H
AL
L R
OO
F R
EP
LA
CE
ME
NT
VI
R
G
IN
IA
P
O
LY
TE
C
H N
IC
IN
ST
IT
U
TE
A N
D S
TA
TE
U N
IV
ER
SI
TY
H U
TC
H
EN
SO
N H
AL
L
R O
O F
R
EP
LA
C
EM
EN
T H
U
TC
H
EN
SO
N
H
AL
L
HOT STACK FLASHING DETAIL
(TYPICAL)
A3
STAINLESS STEEL
CLAMP
MEMBRANE TARGET
POLYISOCYANURATE INSULATION
COVER BOARD
FULLY ADHERED EPDM MEMBRANE
ANCHOR STRIP, FASTEN IN
ACCORDANCE WITH
MANUFACTURER REQUIREMENTS
WALL PANEL
SYSTEM
EXISTING WALL
GASKETED SELF-TAPPING
SHEET METAL SCREWS
WALL / PANEL DETAIL
HAT CHANNELS AT 2-FEET ON-CENTER
MAXIMUM ENSURE FASTENERS DO NOT
PENETRATE EPDM
STAINLESS STEEL
A3
NOTE:
1. INSTALL SPECIFIED SILICONE COATING TO EXISTING WALL SURFACE PRIOR TO
INSTALLING METAL WALL PANELS.
2. REMOVE AND RE-INSTALL COPING TO INSTALL SHEET METAL FLASHING AT HEAD
OF METAL WALL PANELS
3. THIS DETAIL APPLIES TO ALL RISING WALLS AT SECTION D.
4. HAT CHANNEL FASTENERS SHALL NOT PENETRATE THE WALL COATING OR
EPDM FLASHING.
REMOVE AND RESET
COPING
ROOF HATCH FLASHING
(TYPICAL)
A3
HIGH TEMPERATURE
INSULATION
PLATES & FASTENER 12" O.C.
- 4 PER LOCATION
EXISTING ROOF DECK
TERMINATION BAR WITH SEALANT
HIGH TEMPERATURE
PIPE STACK
RAIN HOOD
HIGH TEMPERATURE SEALANT
22 GA. GALVANIZED PAN
WOOD NAILERS SECURED TO DECK
POLYISOCYANURATE INSULATION
COVER BOARD
FULLY ADHERED EPDM MEMBRANE
EXISTING ROOF DECK
EXISTING ROOF HATCH
BACKER ROD
EPDM FLASHING ADHERED TO HATCH
PERIMETER TERMINATION FASTEN IN ACCORDANCE
WITH MANUFACTURER REQUIREMENTS
EXISTING ROOF DECK
POLYISOCYANURATE INSULATION
COVER BOARD
EPDM MEMBRANE
A P P R O V E D
D E S I G N E D
C H E C K E D
D R A W N
P R O J E C T N O.D A T E
C L
I E
N T
C A D D F I L E
PROFESSIONAL SEAL
A3
SHEET
FEBRUARY 2025
HUTCHENSONHALLROOF.DWG
BIT
DLW
R01.2018.009410
DLW
MF
VI
R
G
IN
IA
P
O
LY
TE
C
H N
IC
IN
ST
IT
U
TE
S
TA
TE
U N
IV
ER
SI
TY
BL
AC
KS
BU
R G
, V A
CO
NS
TR
UC
TI
ON
D
ET
AI
LS
HU
TC
HE
NS
ON
H
AL
L R
OO
F R
EP
LA
CE
ME
NT
VI
R
G
IN
IA
P
O
LY
TE
C
H N
IC
IN
ST
IT
U
TE
A N
D S
TA
TE
U N
IV
ER
SI
TY
H U
TC
H
EN
SO
N H
AL
L
R O
O F
R
EP
LA
C
EM
EN
T H
U
TC
H
EN
SO
N
H
AL
L
PART 1 GENERAL
1.1 SUMMARY
A. FURNISH ALL LABOR, COMPONENTS AND ITEMS OF SERVICE REQUIRED FOR THE COMPLETION OF A FUNCTIONAL AND UNOBTRUSIVE LIGHTNING
PROTECTION SYSTEM.
B. IF ANY DEPARTURES FROM THE CONTRACT DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, SUBMIT DETAILS OF SUCH DEPARTURES AND REASONS AS SOON AS POSSIBLE TO THE ENGINEER FOR APPROVAL. NO SUCH DEPARTURES SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL
OF THE ENGINEER .
1.2 QUALITY ASSURANCE
A. A NATIONAL TESTING LABORATORY (UNDERWRITERS LABORATORIES) SHALL LIST THE COMPONENTS AND PROVIDE CERTIFICATION OF THE LIGHTNING PROTECTION SYSTEM INSTALLATION (INSPECT AND CERTIFY) FOR COMPLIANCE WITH APPLICABLE STANDARDS.
B. THE SYSTEM SHALL BE THE STANDARD PRODUCT OF A MANUFACTURER REGULARLY ENGAGED IN THE PRODUCTION OF LIGHTNING PROTECTION SYSTEMS
AND SHALL BE THE MANUFACTURER'S LATEST APPROVED DESIGN.
1.3 SUBMITTALS
A. SUBMIT COMPLETE SHOP DRAWINGS, SHOWING THE TYPE, SIZE, CABLE ROUTINGS, GROUND RODS AND LOCATIONS OF ALL EQUIPMENT, TO THE
ENGINEER FOR APPROVAL, PRIOR TO START OF WORK.
B. SUBMIT SAMPLES AND PERTINENT CATALOG DATA TO THE ENGINEER FOR APPROVAL UPON REQUEST.
PART 2 PRODUCTS
2.1 STANDARD
A. ALL EQUIPMENT SHALL BE NEW, THE PRODUCT OF A SINGLE MANUFACTURER AS OUTLINED ABOVE, AND OF A DESIGN AND CONSTRUCTION TO SUIT THE
APPLICATION WHERE IT IS USED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS.
a. UL96
b. UL96A
c. NFPA-780
2.2 EQUIPMENT
A. ALL COMPONENTS SHALL BE ALUMINUM AND OF THE SIZE, WEIGHT AND CONSTRUCTION TO SUIT THE APPLICATION WHERE USED IN ACCORDANCE WITH
REQUIREMENTS FOR CLASS I STRUCTURES.
B. ROOF CONDUCTORS SHALL BE ALUMINUM, 24 STRANDS 14-GAUGE, 98,600 CIRCULAR MILS, NET WEIGHT 110 LBS. / 1000 FT.
C. DOWN CONDUCTORS SHALL BE COPPER, 17 STRANDS 14-GAUGE, 62,000 CIRCULAR MILS, NET WEIGHT 200 LBS./1000FT.
D. AIR TERMINALS SHALL BE SOLID ROUND ALUMINUM BAR 1/2” X 12” MINIMUM, AND SHALL PROJECT 10" MINIMUM ABOVE THE OBJECT TO BE PROTECTED.
E. AIR TERMINALS AT MID-ROOF LOCATIONS SHALL BE SOLID ROUND ALUMINUM BAR ½” X 48” MINIMUM AND SHALL BE PROPERLY SUPPORTED WITH A TRIPOD
BRACE.
F. AIR TERMINAL BASES SHALL BE ALUMINUM WITH BOLT PRESSURE CABLE CONNECTORS AND SHALL BE SECURELY MOUNTED WITH STAINLESS STEEL
SCREWS OR BOLTS.
1. ADHESIVE TYPE BASES SHALL BE SECURED WITH AN ADHESIVE COMPOUND WHICH IS COMPATIBLE WITH THE ROOFING SYSTEM. THE
ROOFING MANUFACTURER SHALL APPROVE THE ADHESIVE COMPOUND.
2. OFFSET TYPE BASES SHALL BE USED AT PARAPET AND SECURED WITH STAINLESS STEEL SCREWS OR ANCHORS.
G. DOWN CONDUCTORS SHALL BE RUN EXPOSED ON THE BUILDING EXTERIOR IN INCONSPICUOUS LOCATIONS.
H. PROTECT EXPOSED DOWN CONDUCTORS FROM MECHANICAL INJURY BY USE OF PVC GROUND GUARDS.
I. GROUND RODS SHALL BE 5/8" X 10'-0" MINIMUM. THEY SHALL BE CONNECTED TO THE SYSTEM WITH A TWO-BOLT COPPER CLAMP HAVING A MINIMUM
LENGTH OF 1-1/2" AND EMPLOYING STAINLESS STEEL CAP SCREWS.
J. CABLE FASTENERS SHALL BE SUBSTANTIAL IN CONSTRUCTION, GALVANICALLY COMPATIBLE WITH THE CONDUCTOR AND MOUNTING SURFACE.
K. BONDING DEVICES, CABLE SPLICERS AND CONNECTORS SHALL BE OF ALUMINUM WITH BOLT PRESSURE CABLE CONNECTORS.
L. EQUIPMENT ON STACKS SHALL BE PROTECTED FROM CORROSION AND SIZED IN ACCORDANCE WITH REQUIREMENTS.
M. BOLTS, NUTS AND SCREWS SHALL BE STAINLESS STEEL.
PART 3 EXECUTION
3.1 INSTALLATION
A. THE INSTALLATION SHALL BE ACCOMPLISHED BY AN EXPERIENCED INSTALLER. THE INSTALLER SHALL WORK UNDER THE DIRECT SUPERVISION OF A MANUFACTURER AS LISTED ABOVE OR A QUALIFIED DISTRIBUTOR OF SUCH MANUFACTURER'S PRODUCTS.
B. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT WORKMANLIKE MANNER IN THE MOST INCONSPICUOUS MANNER POSSIBLE.
C. PROVIDE COMPLETE CABLE NETWORK ON THE ROOF INCLUDING; AIR TERMINALS, SPLICES, BONDING ONNECTORS AND CABLE DOWNLEADS TO GROUND
RODS.
D. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY PVC CONDUIT.
E. A BIMETAL TRANSITION FITTING SHALL BE USED WHERE ALUMINUM CONDUCTOR AND COPPER CONDUCTOR ARE SPLICED TOGETHER.
F. IDENTIFY ALL UNDERGROUND UTILITIES BEFORE INSTALLING GROUND RODS TO AVOID DISRUPTIONS.
3.2 COORDINATION
A. WORK WITH OTHER TRADES TO ENSURE A CORRECT, NEAT AND UNOBTRUSIVE INSTALLATION.
B. ASSURE A SOUND BOND TO THE MAIN WATER SERVICE AND TO ASSURE INTERCONNECTION WITH OTHER BUILDING GROUND SYSTEMS, INCLUDING BOTH
TELEPHONE AND ELECTRICAL.
C. INSTALL PROPER ARRESTERS ON THE POWER AND TELEPHONE SERVICE BY EITHER THE UTILITY OR THE ELECTRICAL CONTRACTOR AS APPLICABLE.
3.3 COMPLETION
A. PROVIDE AN AS-BUILT DRAWING, UPON COMPLETION OF THE INSTALLATION.
B. PROVIDE UL MASTER LABEL CERTIFICATION.
PART 4 ACCEPTABLE MANUFACTURERS AND SUPPLIERS
A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED
INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
A. HEARY BROS. LIGHTNING PROTECTION CO., INC.
B. AUTOMATIC LIGHTNING PROTECTION.
C. ERICO INTERNATIONAL CORPORATION.
D. THOMPSON LIGHTNING PROTECTION, INC.
SYMBOL
LEGEND
DEFINITION
ROOF TOP HVAC UNIT
ROOF SECTIONA
ROOF DRAIN
FALL RESTRAINT TIE
BACK
VP
VENT PIPE
V VENT
C CAPPED CURB
HVAC
HS HOT STACK
DUCT THROUGH ROOF
AC AIR CONDITIONING
UNIT
F CURB MOUNTED FAN
ROOF HATCH
A
12" AIR TERMINAL ADHERED
TO TOP OF CONCRETE CAP
V
24" AIR TERMINAL AT VENT
PIPE
F
12" AIR TERMINAL AT ROOF
TOP EQUIPMENT
GROUNDING ROD AB
BR
EV
IA
TI
O
N S, S
PE
C
IF
IC
AT
IO
N
S
SY
M
BO
LS
AS NOTED
E001
MOHAMED F ABDELMEGUID
Lic. No. 0402 037500
C O
M M
O
N
AEW
LTH OF
VIRG
NI
IA
R E
E
NIGNELAOISSEF
OR
N
P
02/03/2025
A
A
D
B
C C
V
C
C
F
F
C
C
C
C
C
F VP
VP
VP
VP
VP
VP
VP
VP
C
C
VP
C
HS
E
A A
A
A
A
A
A A
A
A
A A
F
DN
LIGHTNING PROTECTION CABLE
FASTENED TO ROOF (TYP.)
EXPOSED DOWN CONDUCTOR TUCKED IN CORNER (TYP. OF 2)
LIGHTNING PROTECTION GROUND ROD (TYP.)
(ACTUAL LOCATIONS MAY VARY DUE TO SITE CONDITIONS)
V
V
A
A
AA
A
A
A
AA
A A A
A
A
A
A
A
A
A
A A
A A
A
AIR TERMINALS SHALL BE LOCATED
WITHIN 24" OF OUTSIDE CORNERS (TYP.)
A
A A
AAAA
AAAA
A
DN DN
DNDN
DN
DN
F
3:12 MAX. RISE 3:12 MAX. RISE
3:12 MAX. RISE
3:12 MAX. RISE
3:12 MAX. RISE
3:12 MAX. RISE
3:12 MAX. RISE
3:12 MAX. RISE
3:12 MAX. RISE
3:12 MAX. RISE
BOND TO HATCH
(ACTUAL LOCATIONS MAY VARY DUE TO SITE CONDITIONS)
F
V
BOND TO VENT PIPE (TYP.)
12" AIR TERMINAL AT MECHANICAL EQUIPMENT (TYP.)
12" AIR TERMINAL ADHERED TO TOP OF CAP (TYP.)
24" AIR TERMINAL AT VENT PIPE (TYP.)
A
A
A
12" AIR TERMINAL AT ROOF TOP EQUIPMENT (TYP.)
A
A
A
A
A
A
A
24" AIR TERMINAL AT STACK (TYP.)
LIGHTNING PROTECTION CABLE ADHERED TO TOP OF CAP
EVERY 36" MAX. (TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
(TYP.)
GENERAL DRAWING NOTES:
1. THE DESIGN IS BASED ON HEARY BROS. LIGHTNING PROTECTION CO.,
INC. ANY APPROVED EQUIVALENT THAT MEETS THE SAME STANDARDS
WILL ALSO BE ACCEPTED.
2. THE LIGHTNING PROTECTION SYSTEM AS SHOWN ON DRAWING HAS
BEEN DESIGNED IN ACCORDANCE WITH UL96A & NFPA-780 LIGHTNING
PROTECTION SYSTEM STANDARDS.
3. CONDUCTORS SHALL MAINTAIN A HORIZONTAL OR DOWNWARD COURSE,
FREE FROM "U" OR "V" (DOWN AND UP) POCKETS.
4. NO BEND OF CONDUCTOR SHALL FORM AN ANGLE OF LESS THAN 90°
NOR SHALL HAVE A RADIUS OF BEND LESS THAN 8".
5. AIR TERMINALS SHALL BE SPACED EVERY 20'-0" MAXIMUM AROUND THE
ROOF PERIMETER AND/OR ALONG ROOF RIDGES. AIR TERMINALS SHALL
BE LOCATED WITHIN 2'-0" OF OUTSIDE CORNERS.
6. AIR TERMINALS SHALL BE SPACED EVERY 50'-0" MAXIMUM IN CENTER
ROOF AREAS.
7. ACTUAL JOBSITE CONDITIONS MAY REQUIRE SLIGHT ALTERATIONS IN
AIR TERMINAL, DOWN CONDUCTOR AND GROUND ROD LOCATIONS.
8. BARE COPPER MATERIALS SHALL NOT BE INSTALLED ON ALUMINUM OR
GALVALUM SURFACES, AND ALUMINUM MATERIALS SHALL NOT BE
INSTALLED ON COPPER SURFACES.
9. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED EVERY
3'-0" MAX.
10. ALL BOLTS ON BOLT-PRESSURE CONNECTORS SHALL BE TORQUED AT
150 IN-LB.
11. ALL CONNECTIONS MUST BE USED WITH UL LISTED CABLE OF SAME
METAL TYPE.
12. SMALL METALLIC BODIES OF INDUCTANCE SITUATED WITHIN 6'-0" OF A
LIGHTNING CONDUCTOR OR ANOTHER BONDED METAL BODY SHALL BE
INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM, UNLESS
INHERENTLY GROUNDED. (ROOF DRAINS, SMALL PLUMBING VENTS,
FLASHINGS, COUNTERFLASHINGS, ETC).
13. BOND ALL LARGE METAL BODIES TO THE MAIN LIGHTNING PROTECTION
CONDUCTOR. (I.E.; EXHAUST FANS, ROOF VENTS/FLUES, METAL
COOLING TOWERS, HVAC UNITS, LADDERS, RAILINGS, ANTENNAS,
SKYLIGHTS, METAL STACKS AND ANY OTHER LARGE METAL BODY
WHOSE HEIGHT EXCEEDS THAT OF THE AIR TERMINAL IN USE, UNLESS
PROTECTED BY HIGHER ROOF ELEVATIONS).
14. IDENTIFY ALL UNDERGROUND UTILITIES BEFORE INSTALLING GROUND
RODS TO AVOID DISRUPTIONS. CONNECTIONS TO GROUND RODS SHALL
BE MADE AT A POINT NOT LESS THAN 1'-0" BELOW FINISHED GRADE AND
2'-0" AWAY FROM FOUNDATION WALL.
15. BOND TO WATERLINES (DOMESTIC & FIRE).
16. A LIGHTNING ARRESTOR, PROTECTOR OR ANTENNA DISCHARGE UNIT
SHALL BE INSTALLED ON EACH ELECTRIC AND TELEPHONE SERVICE
AND RADIO AND TELEVISION ANTENNA LEAD-IN BY THE ELECTRICAL
CONTRACTOR, IN ACCORDANCE WITH NFPA-70.
17. TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) OF SERVICES SHALL
BE PROVIDED BY THE ELECTRICAL CONTRACTOR. (I.E. COMPUTERS,
COPIERS, TELEPHONE, ETC.).
18. PROVIDE UL MASTER LABEL CERTIFICATION UPON COMPLETION OF
INSTALLATION.
19. SEE DETAILS ON SHEETS E301 - E304 FOR TYPICAL CONNECTION
DETAILS.
KEYED DRAWING NOTES:
DOWN CONDUCTOR TO GROUND ROD. DOWN CONDUCTORS SHALL NOT
EXCEED 100' (TYP.). CONFIRM DOWN CONDUCTOR LOCATIONS WITH THE
UNIVERSITY PROJECT MANAGER BEFORE INSTALLATION.
LIGHTNING PROTECTION GROUND ROD (TYP.).
12" AIR TERMINAL AND ADHESIVE BASE (TYP.).
LIGHTNING PROTECTION CABLE FASTENED TO ROOF EVERY 36" MAX
(TYP.).
LI
G
H
TN
IN
G
P R
O
TE
C
TI
O N
P
LA
N
AS NOTED
E201
LIGHTNING PROTECTION PLAN1
E201 1/8"=1'-0"
MOHAMED F ABDELMEGUID
Lic. No. 0402 037500
C O
M M
O
N
AEW
LTH OF
VIRG
NI
IA
R E
E
NIGNELAOISSEF
OR
N
MECHANICAL UNIT
SYMBOL
1/2" x 12" ALUMINUM AIR TERMINAL
#AAHB-302 (LOCATED WITHIN 24"
OF OUTSIDE CORNERS)
FASTEN CABLE EVERY 3'-0" MAX.
WITH ADHESIVE CABLE FASTENERS
#AFHB-72
ALUMINUM CONDUCTOR
#ACHB-24-14
ALUMINUM ADHESIVE BASE
#ABHB-23D ADHERED TO
TOP OF UNIT
BOND PLATE #APHB-54D
NOTE: SEAL ALL PENETRATIONS
WITH SILICONE SEALANT.
CONNECT TO NEAREST
LIGHTNING CONDUCTOR
WITH CABLE CONNECTOR
#ANHB-44D
ALUMINUM CONDUCTOR
#ACHB-24-14
#ABHB-23D
ALUMINUM BASE
ALUMINUM CONDUCTOR
#ACHB-24-14
SYMBOL
ADHESIVE TYPE AIR TERMINAL
#AFHB-72
ALUMINUM ADHESIVE
CABLE FASTENER
EVERY 3'-0" MAX.
20FT. MAX. (TYP.)
ADHESIVE CABLE FASTENER
THE ADHESIVE COMPOUND SHALL BE
COMPATIBLE WITH THE MOUNTING
SURFACE.
NOTE:
AIR TERMINAL #AAHB-304
ALUMINUM BASE
1/2" x 24" ALUMINUM
ALUMINUM
ALUMINUM CLIP / FASTENER (TYP.)
BONDING PLATE #APHB-54D
#AFHB-64/BOLT
SYMBOL
ALUMINUM CONDUCTOR
#ACHB-24-14
#ABHB-22
ALUMINUM CONDUCTOR #ACHB-24-14
CONNECT TO NEAREST LIGHTNING
PROTECTION ROOF CONDUCTOR
EXTEND 10" MIN. ABOVE TOP OF FLUE
TIP OF AIR TERMINAL SHALL
FASTENED EVERY 36" MAX.
ALUMINUM CONDUCTOR
#ACHB-24-14
NOTE: BARE COPPER MATERIALS SHALL NOT BE INSTALLED ON ALUMINUM OR GALVALUM
SURFACES, AND ALUMINUM MATERIALS SHALL NOT BE INSTALLED ON COPPER SURFACES.
OPTIONAL:
STAINLESS STEEL BANDING.
TO BE DETERMINED IN FIELD
D
ET
AI
LS
AS NOTED
E301
ADHESIVE TYPE AIR TERMINAL1
E301 NOT TO SCALE
AIR TERMINAL AT STACKS/FLUES2
E301 NOT TO SCALE
LIGHTNING PROTECTION AT ROOF TOP UNIT3
E301 NOT TO SCALE
MOHAMED F ABDELMEGUID
Lic. No. 0402 037500
C O
M M
O
N
AEW
LTH OF
VIRG
NI
IA
R E
E
NIGNELAOISSEF
OR
N
#AAHB-302
AIR TERMINAL
(ADHERED TO TOP
AIR TERMINAL BASE
1/2" x 12" ALUMINUM
OF FAN) #ABHB-23D
ALUMINUM BONDING
BIMETAL CONNECTION
ALUMINUM CONDUCTOR
PLATE #APHB-54D
#MNHB-93
#ACHB-24-14
ALUMINUM CONDUCTOR
#ACHB-24-14
CONNECT TO NEAREST
LIGHTNING PROTECTION
CABLE
NOTE: AIR TERMINALS ARE REQUIRED ON ROOF VENTILATORS/EXH. FANS
THAT ARE NOT WITHIN A ZONE OF PROTECTION OR WHEN HIGHER
THAN ADJACENT AIR TERMINALS.
SYMBOL
#CGHB-57D
CONNECTOR
ALUMINUMBOND
GROUND ROD
5/8"x10'-0"
COPPER LIGHTNING PROTECTION
TO NEAREST DOWN CONDUCTOR
8'-0" PVC GROUND GUARD #CGHB-108PVC
CONDUCTOR #CCHB-17-14
24"MIN.
SYMBOL
GROUND ROD
#CGHB-106GR
STRUCTURE EXTERIOR
COPPER CONDUCTOR #CCHB-17-14
FASTENED EVERY 3'-0" MAX.
TO EXTERIOR WALL
BOND TO WATERLINE (FIRE & DOMESTIC)
12" (MIN.) BELOW FINISHED GRADE
DN
IDENTIFY ALL UNDERGROUND UTILITIES
BEFORE INSTALLING GROUND RODS TO
AVOID DISRUPTIONS
D
ET
AI
LS
AS NOTED
E302
AIR TERMINAL AT EXHAUST FAN1
E302 NOT TO SCALE
EXPOSED LIGHTNING PROTECTION DOWN CONDUCTOR AND GROUNDING2
E302 NOT TO SCALE
MOHAMED F ABDELMEGUID
Lic. No. 0402 037500
C O
M M
O
N
AEW
LTH OF
VIRG
NI
IA
R E
E
NIGNELAOISSEF
OR
N
SECONDARY BONDING
CONDUCTOR #ACHB-#4
BONDING STRAP AND
STAINLESS
STEEL SCREW
CABLE CONNECTOR #ANHB-160D
BOND TO ROOF DRAINS AND SMALL VENTS WHEN LOCATED WITHIN 6'-0"
OF LIGHTNING CONDUCTOR OR OTHER GROUNDED METAL BODIES.
TO BE DETERMINED AT JOB SITE.
BONDING STRAP AT (METAL VENT PIPES)
1" BONDING STRAP
AND CABLE CONNECTOR
#ANHB-42XD
SECONDARY BONDING
CONDUCTOR #ACHB-#4
ROOF FLASHING
FLASHING CONNECTOR
FLASHING CONNECTOR
#ANHB-44D
SECONDARY BONDING CONDUCTOR
#ACHB-#4 (CONNECT TO NEAREST
DOWN CONDUCTOR)
NOTE:
PROVIDE BONDING
CONNECTION TO
METAL FLASHING
AT EACH DOWNLEAD
LOCATION.
#PPHB-54D
COPPER BONDING PLATE
CONDUCTOR #ACHB-24-14 OR #CCHB-17-14
CORROSION RESISTANT
EXCEPT ALUMINUM
#APHB-54D SIMILAR
ALUMINUM CONDUCTOR
CROSSOVER CABLE
#ACHB-24-14
CONNECTOR
#AMHB-57XXX
1" WIDE
#PMHB-103D
COPPER BONDING STRAP
CORROSION RESISTANT
ALUMINUM CONDUCTOR
#ACHB-24-14
2" WIDE ALUMINUM STRAP
COPPER CONDUCTOR
(CONNECT TO NEAREST
DOWN CONDUCTOR)
#CCHB-17-14
#CMHB-97D
NTS
STRAIGHT SPLICER
#ARHB-26
STRAIGHT SPLICER
CABLE CONNECTOR
ALUMINUM LIGHTNING
ALUMINUM CABLE CONNECTOR
ALUMINUM LIGHTNING
PROTECTION CONDUCTOR
#ANHB-44D
PROTECTION CONDUCTOR
EXCEPT COPPER
#CNHB-44D SIMILAR
D
ET
AI
LS
AS NOTED
E303
BONDING LUG (METAL ROOF DRAINS)1
E303 NOT TO SCALE
BONDING STRAP AT (METAL VENT PIPES)2
E303 NOT TO SCALE
FLASHING CONNECTOR3
E303 NOT TO SCALE
BONDING PLATE4
E303 NOT TO SCALE
PIPE CLAMP (RAILINGS, ANTENNAS, ETC.)5
E303 NOT TO SCALE
CROSSOVER CABLE CONNECTOR6
E303 NOT TO SCALE
CABLE CONNECTOR7
E303 NOT TO SCALE
WATERLINE BONDING STRAP8
E303 NOT TO SCALE
STRAIGHT SPLICER9
E303 NOT TO SCALE MOHAMED F ABDELMEGUID
Lic. No. 0402 037500
C O
M M
O
N
AEW
LTH OF
VIRG
NI
IA
R E
E
NIGNELAOISSEF
OR
N
LOCATE AIR TERMINAL WITHIN
24" OF OUTSIDE CORNERS
ROOF
24" MAX.
TIP OF AIR TERMINALS
SHALL EXTEND 10" MIN.
ABOVE TOP OF PARAPET
MID-ROOF CABLE
3:12 MAX.
SLOPE
8" MIN. RADIUS BEND
AAHB-302, ABHB-23D1/2" x 12" ALUMINUM AIR TERMINAL AND ADHESIVE BASE
ACHB-#4
#CCHB-17-14
#ACHB-24-14
AFHB-72, 66, 64
CFHB-64
ANHB-44D
PPHB-54D
APHB-54D
ANHB-42XD
PMHB-103D
MNHB-93
ANHB-44D, CNHB-44
ARHB-26
AMHB-57XXX
CMHB-97D
BONDING PLATE (TO BASE OF STEEL AT EACH DOWNLEAD)
CROSSOVER CABLE CONNECTOR
PIPE CLAMP (ANTENNAS, RAILINGS, ETC.)
BONDING PLATE (AT ALUM. RTU & FANS)
*METAL VENT PIPE CONNECTOR
CABLE CONNECTOR
STRAIGHT SPLICER
*SECONDARY BONDING (USE SECONDARY BONDING CABLE #ACHB-#4):
*FLASHING CONNECTOR
LIGHTNING PROTECTION MATERIALS LIST
ALUMINUM LIGHTNING PROTECTION MAIN CONDUCTOR
ALUMINUM LIGHTNING PROTECTION SECONDARY CABLE*
COPPER LIGHTNING PROTECTION DOWN CONDUCTOR
ALUMINUM CABLE FASTENERS (TO FASTEN ALUMINUM CABLE)
BIMETAL CONNECTOR
WATERLINE CONNECTOR (FIRE WATER & DOMESTIC WATER)
CGHB-106GR, 57D5/8" x 10'-0" MIN. ALUMINUMBOND GROUND RODS AND CONNECTOR
AAHB-302, ABHB-23D1/2" x 12" ALUMINUM AIR TERMINAL AND ADHESIVE BASE
ADHERED TO EQUIPMENT (AT ROOF TOP EQUIPMENT/FANS)
COPPER CABLE FASTENERS (TO FASTEN COPPER CABLE)
ANHB-160D*METAL ROOF DRAIN / GUTTER CONNECTOR
AAHB-304, ABHB-221/2" x 24" ALUMINUM AIR TERMINAL AND VERTICAL BASE (AT FLUES)
CGHB-108PVCPVC GROUND GUARDDN
NOTE :
THE DESIGN AND THE PART NUMBER LISTED ABOVE ARE BASED ON HEARY BROS. LIGHTNING PROTECTION CO., INC. ANY APPROVED
EQUIVALENT MEETING THE SAME STANDARDS WILL ALSO BE ACCEPTED.
OF BEND LESS THAN 8".
ANGLE OF LESS THAN 90° OR HAVE A RADIUS
-NO BEND OF A CONDUCTOR SHALL FORM AN INCLUDED
WARD PATH AVOIDING "U" & "V" POCKETS (DOWN & UP).
-LP CONDUCTOR SHALL REMAIN IN A HORIZONTAL OR DOWN-
R=RADIUS OF BEND, 8" (203mm) MINIMUM
R
NOTE:
90 MINIMUM
8" MIN. RADIUS BEND IN CABLE
D
ET
AI
LS
AS NOTED
E304
8" MIN. RADIUS BEND IN CABLE1
E304 NOT TO SCALE
AIR TERMINALS SHALL BE LOCATED WITHIN 24" OF OUTSIDE CORNERS2
E304 NOT TO SCALE
MOHAMED F ABDELMEGUID
Lic. No. 0402 037500
C O
M M
O
N
AEW
LTH OF
VIRG
NI
IA
R E
E
NIGNELAOISSEF
OR
N
| Hutcheson Hall Design Feb 2025.pdf |
| Sheets and Views |
| Hutcheson Hall Design Feb 2025-COVER |
| Hutcheson Hall Design Feb 2025-A1 - CONSTRUCTION PLAN AND NOTES |
| Hutcheson Hall Design Feb 2025-A2 - CONSTRUCTION DETAILS AND NOTES |
| Hutcheson Hall Design Feb 2025-A3 - CONSTRUCTION DETAILS |
| HUTCHESON HALL LIGHTNING PROTECTION.pdf |
| Sheets and Views |
| ELEC PLAN - HUTCHESON - 2024119-E001 |
| ELEC PLAN - HUTCHESON - 2024119-E201 |
| ELEC PLAN - HUTCHESON - 2024119-E301 |
| ELEC PLAN - HUTCHESON - 2024119-E302 |
| ELEC PLAN - HUTCHESON - 2024119-E303 |
| ELEC PLAN - HUTCHESON - 2024119-E304 |
File details come from the government source that posted it. Updated .