IFB 443882614 - Smith Career Center - Drawings - Permit Copy rev.pdf
PDF 3 MB Posted
- Attached to
- Roof Replacement Smith Career Center
- Solicitation number
- IFB-121305
- Issued by
- Montgomery County, Virginia
About this file
This is a permit copy of construction drawings for the Smith Career Center roof replacement project in Blacksburg, Virginia, prepared by Raymond Global, Inc. for Virginia Tech. The project involves removal of approximately 3,200 square feet of existing low-slope roof systems down to the structural deck and replacement with a fully adhered 90-mil EPDM roofing membrane system across four distinct roof areas (Roof A: 1,028 SF, Roof B: 946 SF, Roof C: 1,748 SF, Roof D: 730 SF). The scope of work includes installation of new roof assemblies with associated flashings, slate shingle repair and replacement on dormers, installation of a new lightning protection system, and provision of overhead fall protection scaffolding at building entrances. The project is located at 870 Washington Street SW, Blacksburg, Virginia 24060. Construction documents specify that the roofing contractor must verify all existing conditions in the field, including locations of rooftop equipment and penetrations, and notify the owner in writing of any variance from documented conditions prior to submitting a bid. The building will remain functional throughout construction, and the roofing contractor is solely responsible for all means and methods while protecting all existing construction, grounds, and interior spaces from damage.
The drawings detail specific construction requirements including a modified bitumen system with tapered isocyanurate insulation (2.5-inch base layer with 1/4-inch per foot taper), half-inch high-density gypsum cover board, and full adherence using low-rise urethane foam adhesive. All wood blocking must be pressure-treated exterior fire-grade material, and all exposed fastener heads must be caulked with water cut-off mastic. The roof must remain watertight at the end of each construction day, with no more roofing removed than can be replaced with the complete new roof system in a single day unless otherwise approved. Any surfaces damaged by the contractor must be returned to original condition at no additional cost to the owner. All electrical work, including lightning protection system installation and mechanical equipment reconnection, must be performed by licensed contractors in Virginia. The contractor shall provide shop drawings for saddle/cricket roof insulation layouts from the roofing manufacturer for engineer review prior to installation, and a design-stamped overhead protection plan by a licensed Virginia professional engineer is required before construction begins.
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| File | Type | Posted |
|---|---|---|
| IFB 443882614 - Smith Career Center - Project Manual - 5.28.26.pdf |
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Text version
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LIST OF DRAWINGS & REVISION STATUS
SPECIFICATIONS
PROJECT SCOPE
DWG NO DRAWING TITLE ISSUE DATE REV NO. LATEST ISSUE
COVER
G-001 COVER
ARCHITECTURE
A-101 ABBREVIATIONS AND SYMBOLS
A-102 GENERAL INFO
XA-201 DEMOLITION ROOF PLAN
A-201 NEW ROOF PLAN
A-501 DETAILS & NOTES
A-502 ROOF DETAILS
A-503 ROOF DETAILS
A SEPARATE PROJECT MANUAL (SPECIFICATIONS) IS
INCLUDED
NOT INCLUDED
AS PART OF THIS PROJECT.
REMOVE EXISTING ROOF SYSTEM DOWN TO STRUCTURAL DECK AND
ASSOCIATED FLASHINGS. REFER CONSTRUCTION DOCUMENTS FOR SCOPE.
INSTALL NEW ROOF ASSEMBLY, ASSOCIATED FLASHINGS.
ROOF AREA: REFER A-101 FOR MORE INFORMATION
PERMIT COPY
IFB NO: 443882614
DATE: 4/28/2026
SMITH CAREER
CENTER
PROJECT
LOCATION
870 WASHINGTON ST SW,
BLACKSBURG, VA 24060
N
ELECTRICAL
E-001 LEGEND & ABBREVIATION
E-101 LIGHTNING - ROOF PLAN
E-701 DETAILS
E-702 DETAILS
A-504 OVERHEAD PROTECTION PLAN, DETAILS & NOTES
E-703 DETAILS
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SHEET ON WHICH
DETAIL/SECTION CROSS REFERENCE
NUMBER OF ELEVATION SET
INTERIOR ELEVATION
ELEVATION NUMBER
SHEET NUMBER
NUMBER FOR DETAIL
LETTER FOR SECTION
SHEET(S) WHERE REFERENCED FROM
SHEET ON WHICHSHEET ON WHICH ELEVATION OCCURS
NUMBER
EARTH
CONCRETE MASONRY
CONCRETE
COMPRESSIBLE FILLER
PORTLAND CEMENT
PLASTER OVER METAL LATH
UNIT
PORTLAND
BATT INSULATION
ROOF GYPSUM COVER BOARD
LWIC-LIGHT WEIGHT INSULATED CONCRETE
MEMBERFINISH SYSTEM
PLYWOOD
WOOD BLOCKING
CONTINUOUS WOOD
FINISHED WOOD MEMBER
EXTERIOR INSULATION &
GLASS
GYPSUM BOARD
POLYISOCYANURATE
METAL
WALL SECTION
ELEVATION
NUMBER FOR DETAILS
SHEET ON WHICH DETAIL OCCURS
LETTER FOR ENLARGED PLANS
NUMBER
DETAIL
TICK INDICATES TOP SURFACE
FIRE RESISTANCE DESIGNATION
AS SHOWN IN WALL TYPE SCHEDULE
H1 = FLOOR TO UNDER SIDE OF ROOF
COLUMN LINES
SCHEDULED PARTITION
T = THERMAL INSULATION
INSULATION DESIGNATION
S = SOUND INSULATION
\ = ONE HALF HOUR
3 = THREE HOUR
2 = TWO HOUR
1 = ONE HOUR
OR PLATFORM
H2 = 6" ABOVE CEILING.
WALL TYPE NUMBER
WALL SCHEDULE
A-611
4 2
ELEVATION IS SHOWN
A-611
WALL TYPE
MATERIALS LEGEND
SYMBOLS
CEMENT PLASTER
SECTION OCCURS
SECTION
SECTION OCCURS
SHEET ON WHICH
NUMBER
CODE INFORMATION
2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC)
Protected or Unprotected :Type of Construction :
CONSTRUCTION
Sprinklered or Non-sprinklered :
(CHAPTER 6)
ENERGY:
GAS :
FIRE :
LIFE SAFETY :
APPLICABLE CODES
BUILDING :
MECHANICAL :
PLUMBING :
ELECTRICAL :
(IBC 2021, SECTION 305)
OCCUPANCY
LOUVRED VENT
EVAP. COOLER
EXHAUST FAN
DUCT PENETRATION
MOISTURE PROBE - DRY
MOISTURE PROBE - WET
CONFIRMED MOISTURE DAMAGE
CORE SAMPLE W/INDENTIFIER
HOT STACK
MOISTURE PROBE - MOIST
CORE SAMPLE
MECHANICAL UNIT
TURBINE VENT
MASONRY CHIMNEY
SQUARE GOOSENECK (DUCT)
ROUND GOOSENECK (DUCT)
CAPPED CURB
CURB MOUNTED VENT
AC UNIT ON CURB
ATTIC VENT
AC UNIT ON SLEEPERS
GRAVITY VENT
GUY WIRE ANCHOR
LIGHT
WALL DRAIN
FLAG POLE
FLAG POLE W/ GUY WIRES
SPLASH BLOCK
GAS LINE PENETRATION
LIGHTING TERMINAL & CONDUCTOR
CRICKET
GUTTER
CONDENSATION DRAIN LINE
SADDLE
OVERFLOW DRAIN
SCUPPER W/ CONDUCTOR HEAD
ROOF DRAIN IN SUMP
ROOF DRAIN
SCUPPER
DOWNSPOUT
ROOF HATCH W/ PAVERS
ROOF HATCH
POWER ROOF VENT
PLUMBING VENT
PIPE CHASE
PIPE PENETRATION
PITCH PAN
FAN
MOISTURE RELIEF VENT
OVERFLOW SCUPPER
ROOF PATCH
THERMOGRAM
RAISED ROOF EDGE
GRAVEL STOP OR METAL FASCIA
PARAPET WALL
PENTHOUSE
EXPANSION JOINT
VALLEY
RIDGE
ROOF VENT PIPE
POWER VENT
AREA DIVIDER
SOLAR COLLECTOR
SKYLIGHT
ADJACENT BUILDING
ROOF HATCH W/ WALKWAY
LEAK AREA
DEBRIS
BLISTERING
ELECTRIC CONDUIT
FIRE SPRINKLER ;INE
GAS LINE
TRANSITION WALL
SATELLITE DISH
TRANSFORMER
NOT INCLUDED IN CONTRACT
SLOPE
MECHANICAL SCREEN
WALKWAY - RAISED
MEMBRANE HOLE
VEGETATION
RIDGING
PONDING
ABANDONED
LADDER
BALLAST
COLUMN CAP
SPLIT MEMBRANE
PICTURE FRAMING
TRANSITION WALL
ANTENNA
G
AREA DENOTES 4' WIDE
STRIP AT PERIMETER
TYPICAL (TYP)
IDENTITY #
TOP OF CURB OF COPING
COUNTER FLASHING HEIGHT
CENTER LINE (PLUS)
BASE FLASHING HEIGHT
CENTER LINE
CRICKETS
DRAINAGE
FLAG POLE
LIGHTING PROTECTION
PENETRATIONS PERIMETERS
PHOTOGRAPHIC
PIPE RUNS
ROOF CONDITIONS
MISCELLANEOUS
DISTANCES/DIMENSIONS
AIR HANDLING EQUIPMENT
CHIMNEYS
CORES/MOISTURE
SECTIONS
TONGUE & GROOVE
CORES/MOISTURE
NORTH ARROW
LIGHTING PROTECTION RISER CHILLER LINE
CHILLER LINE PENETRATION
ELECTRIC CONDUIT PENETRATION PARAPET WALL
HOLLOW METAL
MAX MAXIMUM
INSUL
HM
INSULATION
WOOD
VENT THRU ROOF
TOP OF STEEL
WD
W/ W/O
WITH
WITHOUT
VTR
TYP
TOS
TYPICAL
CONDENSING UNITCU
EXPANSIONEXP
FIELD JOINT
FLASHING
GALVANIZED
GA
GALV
GAUGE
FLASH'G
FIN
FL
FP
FJ
EXST'G
FINISH
FLOOR
EXISTING
FIREPROOF
DIAMETER
DOWN SPOUT
EXPANSION JOINT
DS
EJ
EWC ELECTRIC WATER COOLER
DN
DIA
DOWN
AT
CONCRETE MASONRY UNIT
ABOVE FINISHED FLOOR
ACOUSTICAL CEILING TILE or ACOUSTICAL TREATMENT
AIR CONDITIONING
CONTROL JOINT
CONCRETE
CONTINUOUS
CLG
COL
CONC
CONT
CMU
CJ
BLDG
CEILING
COLUMN
BUILDING
AFF
ACT
A/C
SUSPENDED CEILING
TOP OF MASONRY
STAINLESS STEEL
SQUARE
THICK
TREATED
TOM
TREAT'D
THK
SQ
SUSP. CLG.
REQD REQUIRED
PLASTIC LAMINATE
ROOF DRAIN
RAD
RD
RADIUS
PLYWD
PLAS. LAM.
PL
PLYWOOD
PLATE
OPENING
MECHANICAL
NOT IN CONTRACT
ON CENTER
OPEN'G(OPN'G)
OC
NIC
MIN
MECH
MINIMUM
ABBREVIATIONS
METALMTL
ELEVATIONEL
MASONRY OPENINGMO
BOARDBD
BLK BLOCK
BLK'G BLOCKING
BUR BUILD UP ROOFING
CENTER LINECL
DRAWINGDWG
GLASSGL
JT JOINT
LAVATORYLAV
NOT APPLICABLENA
STEELSTL
VIF VERIFY IN FIELD
PRESSURE TREATEDPT
SUSPENDED ACOUSTICAL TILESAT
LAMINATELAM
LOW POINTLP
SS
Occupancy(s) / Group Classification
EXISTING:
WINDOW NUMBER
WORK POINT / ELEV. BENCH MARK
WINDOW
GRAPHIC SCALE
MATCH LINE
WORK POINT or ELEV. BENCH MARK
DETAIL/SECTION CROSS-REFERENCE & TITLE HEADING
TITLE
############ A-501
NUMBER FOR DETAIL
LETTER FOR SECTION
SHEET NUMBER
SHEET(S) WHERE
REFERENCED FROM
KEYNOTE
REVISION
REFERENCE TO ENLARGED DETAIL
INTERNATIONAL MECHANICAL CODE 2021
INTERNATIONAL PLUMBING CODE 2021
INTERNATIONAL FUEL GAS CODE 2021
NATIONAL ELECTRICAL CODE 2021
INTERNATIONAL FIRE CODE 2021
2021 NFPA 101 LIFE SAFETY CODE
2021 VIRGINIA ENERGY CODE (VEC)
2021 VIRGINIA EXISTING BUILDING CODE (2021 VEBC) CHAPTER 6 LEVEL 1 ALTERATION
ITEMS TO BE PROVIDED AND/OR INSTALLED BY
THE CONTRACTOR ARE PRECEDED BY A 6-DIGIT
CSI NUMBER REFERENCING THE SECTION OF THE
TECHNICAL SPECIFICATIONS IN WHICH SPECIFIC
PRODUCT INFORMATION IS LOCATED. EXISTING
ITEMS ARE SIMPLY LABELED "EXISTING":
MODIFIED BITUMEN SYSTEM
EXISTING CONSTRUCTION TO REMAIN
075500
2023 VIRGINIA TECH DESIGN AND CONSTRUCTION STANDARDS MANUAL, EFFECTIVE JULY 01, 2023 OWNERS DESIGN
STANDARDS :
B
11 B
SPRINKLED
UNPROTECTED
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ROOF DEMOLITION NOTES
GENERAL CONSTRUCTION NOTES
GENERAL SCOPE OF WORK
PROTECTION NOTES
GENERAL NOTES
LEAD NOTE
ASBESTOS NOTE
OVERHEAD FALL PROTECTION NOTES
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1. GENERAL SCOPE OF WORK IS ROOF REPLACEMENT WITH ASSOCIATED GENERAL SCOPE OF WORK IS ROOF REPLACEMENT WITH ASSOCIATED FLASHINGS, ASSOCIATED STRUCTURAL
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AutoCAD SHX Text THE ROOFING CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD. THIS SHALL INCLUDE VERIFYING THE EXACT LOCATIONS, DIMENSIONS AND QUANTITIES OF ALL ROOFTOP EQUIPMENT AND APPURTENANCES WHICH INCLUDING, BUT IS NOT LIMITED TO VENT PIPES, DRAINS, FLUE PIPES, HOT STACK CURBS, BASE FLASHING AND ALL OTHER PENETRATIONS AND WORK ASSOCIATED WITH THIS ROOFING PROJECT. ROOFING CONTRACTOR SHALL NOTIFY OWNER, IN WRITING, OF ALL CONDITIONS WHICH ARE IN VARIANCE WITH THE CONDITIONS DOCUMENTED HEREIN PRIOR TO SUBMITTING A BID. AFTER AWARD NO ADDITIONAL COSTS TO OWNER WILL BE ACCEPTED. THE BUILDING MAY BE FULL OR PARTIALLY OCCUPIED; ROOFING CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. ROOFING CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING GROUNDS, EXTERIOR SURFACES AND THE INTERIOR OF THE BUILDING. DAMAGE CONDITION BY THE SUB CONTRACTOR SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. ALL REPAIR WORK MUST CONFORM TO THE ORIGINAL CONDITIONS AND SATISFY TO THE OWNER AND ENGINEER OF RECORD. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL CODES AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. ALL DETAILS INDICATE MINIMUM INSTALLATION REQUIREMENTS. IF THE MANUFACTURER'S STANDARD DETAILS ARE MORE STRINGENT, IN THE OPINION OF ENGINEER OF RECORD, THEY SHALL GOVERN. IF THE DETAILS SHOWN ARE MORE STRINGENT THAN THE MANUFACTURER'S STANDARD DETAILS, IN THE OPINION OF THE ENGINEER OF RECORD.THE DETAILS SHOWN SHALL GOVERN, REGARDLESS OF THE MANUFACTURER'S WILLINGNESS TO WARRANT / GUARANTY THE LESSER DETAIL. BY SUBMITTING A BID FOR THIS PROJECT, IT IS UNDERSTOOD THAT THE SUB CONTRACTOR AND MANUFACTURER AGREE TO WARRANTY / GUARANTY THE DETAILS SHOWN. ENGINEER OF RECORD MAY, BUT IS NOT OBLIGATED TO, ACCEPT ANY PROPOSED CHANGES TO THE DETAILS SHOWN. THE ROOFING CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIAL FOR A COMPLETE AND WATERTIGHT JOB WHICH IS FULLY WARRANTED /GUARANTEED BY THE MANUFACTURER AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. ANY DETAILS OR WORK REQUIRED FOR A COMPLETE JOB, BUT NOT SHOWN OR SPECIFIED BY THE CONTRACT DOCUMENTS, SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. ANY ADDITIONAL LABOR AND MATERIAL REQUIRED TO MEET MANUFACTURER'S WARRANTY / GUARANTY REQUIREMENTS, BUT NOT INDICATED BY THE CONTRACT DOCUMENTS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ALL WOOD BLOCKING USED IN THE ROOFING WORK SHALL BE PRESSURE TREATED. ALL NEW CRICKETS/GUSSETS TO BE TAPERED ISO DOUBLE THE SLOPE OF ROOF(e.g 1/4" PER FOOT FOR PER FOOT ROOF 18" PER FOOT ROOF SLOPE) PROVIDE CRICKET BEHIND ALL ROOF CURBS GREATER THAN 24" AT HIGHER SLOPE. ADDITIONAL DETAILS NOT KEYED ON ROOF PLAN MAY BE REFERENCED AND SHALL BE INSTALLED AS NECESSARY.
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1. THE BUILDING WILL REMAIN FUNCTIONAL THROUGHOUT THE CONSTRUCTION PERIOD. ROOFING SUB CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT CONTENTS AND OCCUPANTS.
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2. NO MORE ROOFING SHALL BE REMOVED THAN CAN BE INSTALLED, NO MORE ROOFING SHALL BE REMOVED THAN CAN BE INSTALLED, WITH THE COMPLETE NEW ROOF SYSTEM EACH DAY, EXCEPT AS OTHERWISE APPROVED.
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4. THE ROOFING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS THE ROOFING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE BUILDING, EXTERIOR, INTERIOR AND GROUNDS, INCLUDING ANY LANDSCAPING, AND ALL PROMENADE CONCRETE WITHIN THE PROJECT SCOPE.
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3. THE BUILDING SHALL BE WATERTIGHT AT THE END OF EACH DAYS CONSTRUCTION AND WHEN INCLEMENT WEATHER THREATENS.
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5. ANY SURFACES STAINED, MARKED, MARRED, OR DAMAGED BY THE ANY SURFACES STAINED, MARKED, MARRED, OR DAMAGED BY THE CONTRACTOR SHALL BE RETURNED TO ORIGINAL CONDITION AND TO MATCH ADJACENT SURFACES.
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6. THE SEQUENCE OF WORK SHALL MINIMIZE CONSTRUCTION TRAFFIC ON THE SEQUENCE OF WORK SHALL MINIMIZE CONSTRUCTION TRAFFIC ON THE NEW WORK.
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1. ALL BUILDING DIMENSIONS, EXISTING CONDITIONS, ITEM LOCATIONS, AND SIZES AND QUANTITIES OF PENETRATIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
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2. LAYDOWN/STORAGE AREA IS LIMITED AND SHALL BE AS APPROVED BY THE OWNER
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3. PRIOR TO PERFORMING WORK, CONTRACTOR SHALL INSPECT WORK SITE AND EXISTING CONSTRUCTION FOR POTENTIAL SAFETY HAZARDS.PROVIDE FOR THE SAFETY AND PROTECTION OF WORKERS AND OCCUPANTS THROUGHOUT COURSE OF WORK. COMPLY WITH OSHA AND VIRGINIA TECH CONTRACTOR SAFETY STANDARDS REQUIREMENTS.
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4. BUILDING ACCESS IS RESTRICTED AND ALLOWED ONLY AS REQUIRED TO ACCOMPLISH CONTRACT WORK. COORDINATE ANY REQUIRED ACCESS WITH THE OWNER.
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5. WORK INCLUDES ROOF REPLACEMENT OF ONLY THE INDICATED ROOF AREAS.
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6. SITE SHALL BE CLEANED AND SECURED ON A DAILY BASIS..
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2. REFER SPECIFICATION FOR MORE INFORMATION..REFER SPECIFICATION FOR MORE INFORMATION..
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AutoCAD SHX Text DEMOLITION DETAILS ARE FOR THE ROOFING CONTRACTOR CONVENIENCE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXTENT AND TYPE OF ROOF SYSTEM(S) AND RELATED MATERIALS TO BE REMOVED. ROOFING CONTRACTOR SHALL INCLUDE BUT NOT BE LIMITED TO THE REMOVAL OF ALL EXISTING MEMBRANES, WOOD BLOCKINGS, VAPOR RETARDANTS, INSULATION, FLASHING, FASTENERS, PAVERS, DRAINS & RELATED MATERIALS DOWN TO THE STRUCTURAL DECK. ROOFING CONTRACTOR SHALL TEMPORARILY REMOVE, PROTECT & STORE EXISTING METALS AND/OR OTHER COMPONENTS TO REMOVE AND REPLACE ROOFING SYSTEMS. REMOVE AND CLEAN MATERIALS FROM WALLS AND ROOF DECK TO PREPARE THE SURFACE TO RECEIVE NEW ROOF SYSTEM. DAMAGED OR DETERIORATED ROOF DECK UNCOVERED DURING ROOFING DEMOLITION SHALL BE DOCUMENTED BY THE ROOFING CONTRACTOR, REPORTED TO ENGINEER OF RECORD, IN WRITING AND REPLACED ON A UNIT PRICE BASIS. CONTRACTOR SHALL ENSURE ROOF AND FLASHINGS REMAIN WATERTIGHT THROUGHOUT CONSTRUCTION LIMIT ROOFING SYSTEM REMOVAL TO AN AREA WHICH CAN BE MADE WATERTIGHT WITH THE INITIAL MEMBRANE AT THE END OF EACH WORKING DAY OR SOONER AS REQUIRED DUE TO WEATHER. THE ROOFING CONTRACTOR SHALL PHOTO DOCUMENT ALL EXISTING ROOFTOP , EXHAUST FANS, AND ANY OTHER EQUIPMENT PRIOR TO THE START OF WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ANY EQUIPMENT FOUND TO BE MALFUNCTIONING OR INOPERABLE AFTER THE WORK, AT NO COST TO THE OWNER, IF SUCH EQUIPMENT WAS NOT REPORTED PRIOR TO THE START OF WORK. TEMPORARILY DISCONNECT AND RECONNECT ANY DOORS, MECHANICAL/ELECTRICAL LINES AND EQUIPMENT AS NECESSARY TO DISPOSE OF THE ROOF SYSTEM AND RELATED MATERIAL. COORDINATE DISCONNECTION AND RECONNECTION WITH OWNER. THE ROOFING CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS WHICH INTERFERE WITH THE INSTALLATION OF THE NEW ROOF SYSTEM AND RELATED WORK. ALL SUCH EQUIPMENT AND ITEMS SHALL BE TEMPORARILY RE-ROUTED AS NECESSARY IF IT REQUIRED TO STAY IN SERVICE. ANY ITEMS NOT REQUIRED TO STAY IN SERVICE SHALL BE PROPERLY STORED BY THE CONTRACTOR AND REINSTALLED AT THE COMPLETION OF THE WORK. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS. ALL REINSTALLED WORK SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. ANY EXISTING WORK WHICH DOES NOT CONFORM TO APPLICABLE CURRENT CODES SHALL BE REPORTED TO OWNER..
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AutoCAD SHX Text AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS BEEN CONDUCTED AND CAN BE FOUND IN THE PROJECT SPECIFICATIONS. THIS REPORT IS PROVIDED FOR THE CONTRACTOR'S USE AND MAY NOT BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD. ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.
AutoCAD SHX Text AN ASBESTOS INSPECTION HAS BEEN PERFORMED AND ACM WAS NOT FOUND. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS.
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DESCRIPTION
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AutoCAD SHX Text OVERHEAD FALL PROTECTION TO BE REQUIRED AT MARKED LOCATIONS & SHALL BE METAL "PICK BOARD" DECKING SECURELY ANCHORED TO STEEL PIPE SCAFFOLDING, MANUFACTURER'S STANDARD PRODUCT DESIGNED FOR THE PURPOSE. PROVIDE 3/4" PLYWOOD COVERING OVER THE METAL DECK, TOGGLE BOLTED TO THE DECK TO ABSORB THE SHOCK OF FALLING DEBRIS.
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AutoCAD SHX Text THE OVERHEAD FALL PROTECTION SYSTEM SHALL BE DESIGNED TO SUPPORT A MINIMUM LIVE LOAD OF 150 LBS/SQUARE FOOT. THE CLEAR HEIGHT OF THE STRUCTURE SHALL BE 10'-0". PROVIDE ALL LATERAL BRACING OF THE SCAFFOLDING REQUIRED TO MEET ALL APPLICABLE CODES.
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AutoCAD SHX Text LOCATE THE PIPE SCAFFOLDING AS REQUIRED TO PROVIDE FULL PROTECTION AND TO MAINTAIN EXISTING PEDESTRIAN TRAFFIC FLOW AT INDICATED ENTRANCES IN CONFORMANCE TO FIRE SAFETY REGULATIONS AND AS DIRECTED BY THE OWNER.
RD
EXISTING SAFETY ANCHOR
SDSD
DEMO EXISTING VERTICAL SLATE
FROM DORMERS (3 SIDES), INSTALL
SELF ADHERED WATERPROOFING
MEMBRANE, REINSTALL SLATE.
DEMO EXISTING VERTICAL SLATE
FROM DORMERS (3 SIDES), INSTALL
SELF ADHERED WATERPROOFING
MEMBRANE, REINSTALL SLATE.
V
FPB
FPB
FPB FPB FPB
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FPB
FPB
FPB FPB FPB
ROOF A
1,028 SQ. FT.
ROOF B
946 SQ. FT.
ROOF C
1,748 SQ. FT.
ROOF D
730 SQ. FT.
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SCALE:
DEMOLITION ROOF PLAN
1/8" = 1'-0"
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SPECIFIC ROOF DEMOLITION NOTES
GRAPHIC SCALES
8' 4' 0 8' 16'
1/8"=1'-0"
DEMOLITION ROOF ASSEMBLY CHART
R O
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D
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N
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ROOF AREA A ● ● ● ● ●
ROOF AREA B ● ● ● ● ●
ROOF AREA C ● ● ● ● ●
ROOF AREA D ● ● ● ● ●
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DESCRIPTION
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AutoCAD SHX Text PRIMARY ROOF DRAINAGE INLET LOCATION IN 4'x4' SUMP
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VENT PIPE
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TAPERED LAYOUT SLOPE
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SADDLE/ CRICKET (TWICE SLOPE OF ROOF)
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PIPE / CONTUIT ON SUPPORT
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GRAVITY/ MECHANICAL VENT
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LADDER
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PENETRATION FLASHING (PITCH POCKET)
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SECONDARY DRAINAGE SCUPPER
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ELECTRICAL CONDUIT ON SUPPORTS
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ROOF HATCH WITH FALL PROTECTION
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SELF ADHERED WALK PADS
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DESCRIPTION
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SYMBOL
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DETAIL
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PRIMARY DRAINAGE SCUPPER WITH CONDUCTOR HEAD AND DOWNSPOUT
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AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING ROOF MEMBRANE, COVERBOARD, INSULATION, ASSOCIATED FLASHINGS, SHEET METAL FLASHINGS DOWN TO STRUCTURAL DECK. REFER A501 FOR MORE INFORMATION. INSPECT EXISTING STRUCTURAL DECK. PREPARE STRUCTURAL DECK AS REQUIRED TO RECEIVE NEW ROOF ASSEMBLY.
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AutoCAD SHX Text RAISE EXISTING ROOF TOP UNIT CURBS, GAS LINES AND ASSOCIATED CONNECTIONS AS REQUIRED TO ACCOMMODATE NEW ROOF ASSEMBLY. ALL WORK IS TO BE PERFORMED BY LICENSED MECHANICAL CONTRACTOR IN THE STATE WHERE WORK IS PERFORMED. ALL ROOF TOP PENETRATIONS TO BE WATERTIGHT PER ROOF MANUFACTURER REQUIREMENTS. ALL ROOF FLASHINGS IS TO BE INSTALLED BY LICENSED ROOF CONTRACTOR.
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EXISTING SAFETY
ANCHOR
25'-81 2" 16'-71
2"
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1 2" 8'
-7 1 2"
25'-81 2" 16'-71
2" 20'-3" 6'-71 2" 84'-3"
8' -8
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1 4"
9'-111 2"93'-61
2"
20'-3"
ROOF "B"
946 SQ. FT.
TEAR-OFF
FULLY ADHERED
.090" EPDM
1/2" HD ISO COVER BOARD
1/4" PER FT TAPERED ISO BOARD
2.5" BASE LAYER ISO BOARD
ROOF "C"
1,748 SQ. FT.
TEAR-OFF
FULLY ADHERED
.090" EPDM
1/2" HD ISO COVER BOARD
1/4" PER FT TAPERED ISO BOARD
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ROOF "D"
730 SQ. FT.
TEAR-OFF
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SD SD
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SLATE WITH NEW
REPLACE ALL
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SLATE WITH NEW
NEW 20 OZ. COPPER
VALLEY METAL
NEW RIDGE CAP
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VALLEY METAL
NEW RIDGE CAP
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A-501
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NEW DECK
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SCALE:
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SPECIFIC ROOF CONSTRUCTION NOTES
GRAPHIC SCALES
8' 4' 0 8' 16'
1/8"=1'-0"
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DESCRIPTION
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SYMBOL
AutoCAD SHX Text PRIMARY ROOF DRAINAGE INLET LOCATION IN 4'x4' SUMP
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VENT PIPE
AutoCAD SHX Text A-502
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SADDLE/ CRICKET (TWICE SLOPE OF ROOF)
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PIPE / CONTUIT ON SUPPORT
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GRAVITY/ MECHANICAL VENT
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LADDER
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PENETRATION FLASHING (PITCH POCKET)
AutoCAD SHX Text A-502
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SECONDARY DRAINAGE SCUPPER
AutoCAD SHX Text A-502
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ELECTRICAL CONDUIT ON SUPPORTS
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ROOF HATCH WITH FALL PROTECTION
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SELF ADHERED WALK PADS
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DESCRIPTION
AutoCAD SHX Text
SYMBOL
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DETAIL
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PRIMARY DRAINAGE SCUPPER WITH CONDUCTOR HEAD AND DOWNSPOUT
AutoCAD SHX Text A-501
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LIEBAL
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DESCRIPTION
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AutoCAD SHX Text AFTER EXISTING ROOF REMOVAL, CONTRACTOR SHALL VERIFY EXISTING DECK SLOPE AND NOTIFY ENGINEER OF RECORD. IF THERE IS NO STRUCTURAL SLOPE IN DECK, INSTALL ROOF ASSEMBLY WITH TAPERED SYSTEM. THE INFORMATION PROVIDED ON DRAWINGS IS BASED ON LIMITED FIELD INVESTIGATION AND INFORMATION BASED ON EXISTING DOCUMENTS.
AutoCAD SHX Text ROOFING CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR SADDLE/ CRICKET/ ROOF INSULATION LAYOUT FROM ROOFING MANUFACTURER FOR ENGINEER OF RECORD REVIEW PRIOR TO INSTALLATION.
AutoCAD SHX Text INSPECT STRUCTURAL ROOF DECK PRIOR TO INSTALLATION OF NEW ROOF ASSEMBLY. NOTIFY OWNER AND ENGINEER OF RECORD OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED WITH ROOFING WORKING UNTIL UNSATISFACTORY HAS BEEN CORRECTED IN A MANNER ACCEPTABLE TO OWNER. PREPARE ROOF DECK SURFACE PER SPECIFICATION REQUIREMENTS.REFER NEW ROOF ASSEMBLY CHART A/202 AND TYPICAL ROOF ASSEMBLY DETAIL A/501
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text ALL CONDUITS, GAS LINES SHALL BE SUPPORTED ON PREMANUFACTURED SUPPORTS BY MIRO OR APPROVED EQUAL. (EXACT CONDUIT, GAS LINES NOT SHOWN ON ROOF PLAN. CONTRACTOR SHALL FIELD VERIFY ALL CONDUITS AND SUPPORT REQUIREMENTS PRIOR TO SUBMITTING BID.
AutoCAD SHX Text
AutoCAD SHX Text INSULATION AND HD ISO BOARD SHALL BE ATTACHED WITH LOW-RISE URETHANE FOAM ADHESIVE
WOOD BLOCKING (AS
REQUIRED, (BLOCKING TO
BE EXTERIOR FIRE GRADE)
INSULATION
(SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
EXISTING ROOF HATCH
BACKER ROD
BONDING ADHESIVE
.090" EPDM
FACTORY PRE-GLUED (TAPE) ADHESIVE
REINFORCED PERIMETER STRIP
MECHANICALLY ATTACH @ 6" O.C.
BONDING ADHESIVE
HD ISO COVER-BOARD
(SEE PLANS)
NEW FALL PROTECTION
GUARDRAIL SYSTEM
WATER CUT-OFF MASTIC
(TYP. AT ALL FASTENERS)
EXISTING MECHANICAL UNIT MECHANICALLY
ATTACH @ 12" O.C. (ALL EXPOSED FASTENER
HEADS SHALL BE CAULKED)
BONDING ADHESIVE
.090" EPDM
FACTORY PRE-GLUED (TAPE) ADHESIVE
REINFORCED PERIMETER STRIP
MECHANICALLY ATTACH @ 6" O.C.
BONDING ADHESIVE
HD ISO COVER-BOARD
(SEE PLANS)
INSULATION
(SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
SEALANT
EXISTING THRU-WALL METAL FLASHING
NEW TERMINATION BAR, MECH. ATT. @
12" O.C., SET IN WATER CUT-OFF MASTIC
.090" EPDM
SPLICE ADHESIVE
REINFORCED PERIMETER STRIP,
MECHANICALLY ATTACH @ 6" O.C.
HD ISO COVER-BOARD
(SEE PLANS)
INSULATION (SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
EXISTING CONCRETE CAPSTONE
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EXISTING SLATE
6"
EXISTING DECK & STRUCTURE
EXISTING STARTER SLATE
SEALANT
EXISTING METAL FLASHING
NEW TERMINATION BAR,
MECH. ATT. @ 12" O.C., SET IN
WATER CUT-OFF MASTIC
.090" EPDM
SPLICE ADHESIVE
REINFORCED PERIMETER STRIP,
MECHANICALLY ATTACH @ 6" O.C.
HD ISO COVER-BOARD
(SEE PLANS)
INSULATION (SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
EXISTING CONCRETE CAPSTONE
H
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SEALANT
EXISTING METAL FLASHING
NEW TERMINATION BAR, MECH.
ATT. @ 12" O.C., SET IN WATER
CUT-OFF MASTIC
HD ISO COVER-BOARD
(SEE PLANS)
INSULATION (SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
.090" EPDM
SPLICE ADHESIVE
REINFORCED PERIMETER STRIP,
MECHANICALLY ATTACH @ 6" O.C.
H
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SEALANT
EXISTING SCUPPER SLEEVE TO REMAIN
EPDM FLASHING
.090" EPDM
BONDING ADHESIVE
HD ISO COVER-BOARD
(SEE PLANS)
INSULATION (SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
WOOD BLOCKING
(AS REQUIRED)
SEPARATOR SHEET
(.045" EPDM MIN.)
SEALANT
4" x
2"
EXTERIOR
CLOSURE
2" 2"
NOTE: FASTENERS ARE
SPECIFIED IN SPECS SECTION
07720 (TYP)
EXISTING CONDUCTOR
HEAD & DOWNSPOUTS
TO REMAIN
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SCALE:
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ROOF HATCH TERMINATION DETAIL
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NTS
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AutoCAD SHX Text A-201
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SCALE:
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MECHANICAL UNIT TERMINATION DETAIL
AutoCAD SHX Text
NTS
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AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
WALL TERMINATION DETAIL
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NTS
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AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
WALL TERMINATION DETAIL
AutoCAD SHX Text
NTS
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AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text
SCALE:
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WALL TERMINATION DETAIL
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NTS
AutoCAD SHX Text A-501
AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text
SCALE:
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PRIMARY SCUPPER TERMINATION DETAIL
AutoCAD SHX Text
NTS
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AutoCAD SHX Text A-201
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DAVID
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LIEBAL
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AutoCAD SHX Text Lic. No.
SEALANT
NEW 20 OZ. COPPER SCUPPER
SLEEVE, MECHANICALLY ATTACHED
AT 6" O.C. FASTENERS SHALL BE
SET IN WATER CUT-OFF MASTIC
EPDM FLASHING
.090" EPDM
BONDING ADHESIVE
HD ISO COVER-BOARD
(SEE PLANS)
INSULATION (SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
WOOD BLOCKING
(AS REQUIRED)
SEPARATOR SHEET
(.045" EPDM MIN.)
SEALANT
5" x
2"
EXTERIOR
CLOSURE
2" 2"
NOTE: FASTENERS ARE
SPECIFIED IN SPECS SECTION
07720 (TYP)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
EXISTING DRAIN LEADER
WATER
CUT-OFF
MASTIC
BONDING ADHESIVE
HD ISO COVER-BOARD
(SEE PLANS)
.090" EPDM
INSULATION
(SEE PLANS)
GLASS-FACED GYPSUM
BOARD (SEE PLANS)
2'-0" (4'-0"x4'-0" SUMP)
3" MINIMUM INSULATION
THICKNESS AT SUMP
(INCLUDING .5" HD COVER
BOARD)
10"
NEW 20 OZ COPPER VALLEY
METAL FABRICATED FROM MIN.
20" WIDE SHEET. LAP VALLEY
METAL MIN. 8" WITH 1/2" FOLDED
BACK
CLEAT @ 6" O.C., MECH. ATT.
EXISTING UNDERLAYMENT
EXISTING SLATE
4" M
IN.
EXISTING DECK & STRUCTURE
LAP
SEALANT
FACTORY PRE-GLUED
(TAPE) ADHESIVE
EPDM FLASHING
BONDING
ADHESIVE
.090" EPDM
LAP SEALANT
CLAMPING RING,
SET IN WATER
CUT-OFF MASTIC
PRE-MOLDED
PIPE BOOT
LAP SEALANT
LAP
SEALANT
BONDING ADHESIVE
EPDM FLASHING
9" EPDM FLASHING
5" EPDM FLASHING
LAP SEALANT
EXISTING
PENETRATION
HD ISO COVER-BOARD
(SEE PLANS)
METAL HOOD AND/OR SS
CLAMPING RING AS REQUIRED
BY MANUFACTURERS
HD ISO COVER-BOARD
(SEE PLANS)
INSULATION (SEE PLANS)
EXISTING ROOF/ROOF
DECK (SEE PLANS)
NEW RUBBERIZED ASPHALTIC MEMBRANE
(36" EA SIDE OF VALLEY)
NP-1 IN RIDGE JOINT
RIDGE SLATE
3 OR 4 SLATING NAILS PER RIDGE SLATE
(COVERED BY SUCCEEDING FLASHING AND
RIDGE SLATE)
CONCEALED METAL RIDGE
FLASHING INTERWOVEN WITH EA
PAIR OF RIDGE SLATES
FIELD SLATE
WOOD NAILER
NP-1
ROOF
UNDERLAYMENT
LAPPED AT RIDGE
ICE & WATER SHIELD OVER
FIELD SLATE NAILS
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SCALE:
AutoCAD SHX Text
ROOF DRAIN TERMINATION DETAIL
AutoCAD SHX Text
NTS
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AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
NEW SECONDARY SCUPPER DETAIL
AutoCAD SHX Text
NTS
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AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text
SCALE:
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VALLEY DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text A-502
AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
VENT PIPE TERMINATION DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text A-502
AutoCAD SHX Text
AutoCAD SHX Text A-201
AutoCAD SHX Text 2"
AutoCAD SHX Text 4 1/2"
AutoCAD SHX Text
SCALE:
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FIELD FLASHING DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text A-502
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AutoCAD SHX Text A-201
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SCALE:
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RIDGE DETAIL
AutoCAD SHX Text
NTS
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DAVID
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AutoCAD SHX Text Lic. No.
6" MIN.
6" MIN.
.090" EPDM
SEAM TAPE.090" EPDM
.090" EPDM
.090" EPDM
NEW 5-INCH (NOMINAL)
SEMI-CURED EPDM
FLASHING
.090" EPDM
.090" EPDM
BONDING ADHESIVE BONDING ADHESIVE
BONDING ADHESIVE
3"
61 2"
4"
1"
1. CUT SLATE NAILS WITH
SLATE RIPPER
2. REMOVE BROKEN SLATE
3. INSTALL STANDARD
SIZED SLATE HOOK
4. INSTALL NEW SLATE
TOP VIEW
FRONT VIEW SIDE VIEW
ISOMETRIC VIEW
CL CL
ROLLER CHAIR AND
PIPE GUIDE AS REQ'D
FOR PIPE BEING
SUPPORTED
MEMBER SIZES TO BE
DETERMINED BASED
ON PROJECT LOADING
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LAP TERMINATION DETAIL
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SLATE HOOK DETAIL
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NTS
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SLATE REPLACEMENT/REPAIR DETAIL
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NTS
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DECK MOUNTED CONDUIT SUPPORT DETAIL
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NTS
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AutoCAD SHX Text Lic. No.
A-504
(TYP)
A-504
(TYP)
OVERHEAD FALL
PROTECTION (TYP)
OVERHEAD FALL
PROTECTION (TYP)
LEGEND
SCAFFOLDING
8' M
IN
IM
U M
C
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AR
AN
C E
3/4" PLYWOOD
SCAFFOLDING PLANKS
FINISHED GRADE
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SCALE:
OVERHEAD PROTECTION PLAN
1/8" = 1'-0"
A-504-
GRAPHIC SCALES
8' 4' 0 8' 16' 1/8"=1'-0"
OVERHEAD FALL PROTECTION NOTES
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
PROVIDE OVERHEAD PROTECTION SCAFFOLDING IN THIS AREA
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
ACCESS ROUTE
AutoCAD SHX Text A504
AutoCAD SHX Text
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SCALE:
AutoCAD SHX Text
SECTION
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text A-504
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DAVID
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AutoCAD SHX Text Lic. No.
AutoCAD SHX Text 37780
AutoCAD SHX Text OVERHEAD FALL PROTECTION TO BE REQUIRED AT ALL ENTRANCES & SHALL BE METAL "PICK BOARD" DECKING SECURELY ANCHORED TO STEEL PIPE SCAFFOLDING, MANUFACTURER'S STANDARD PRODUCT DESIGNED FOR THE PURPOSE. PROVIDE 3/4" PLYWOOD COVERING OVER THE METAL DECK, TOGGLE BOLTED TO THE DECK TO ABSORB THE SHOCK OF FALLING DEBRIS. THE OVERHEAD FALL PROTECTION SYSTEM SHALL BE DESIGNED TO SUPPORT A MINIMUM LIVE LOAD OF 150 LBS./SQUARE FOOT. THE CLEAR HEIGHT OF THE STRUCTURE SHALL BE 10'-0". PROVIDE ALL LATERAL BRACING OF THE SCAFFOLDING REQUIRED TO MEET ALL APPLICABLE CODES. LOCATE THE PIPE SCAFFOLDING AS REQUIRED TO PROVIDE FULL PROTECTION AND TO MAINTAIN EXISTING PEDESTRIAN TRAFFIC FLOW AT INDICATED ENTRANCES IN CONFORMANCE TO FIRE SAFETY REGULATIONS AND AS DIRECTED BY THE OWNER. CONTRACTOR SHALL PROVIDE OVERHEAD PROTECTION DESIGN STAMPED BY A LICENSED VIRGINIA PROFESSIONAL ENGINEER. ALL EXITS AND DISCHARGE PATHS SHALL REMAIN UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION. EXTERIOR HAS EXISTING EXTERIOR LIGHTS THAT PROVIDE MINIMUM HORIZONTAL POINT .5FC AND MIN. VERTICAL LUMINANCE AT 5' ABOVE FINISHED GRADE AT .25FC
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ELECTRICAL GENERAL NOTES:
1.
A.
B.
C.
D.
2.
3.
4.
5.
6.
7.
8.
THE WORK SHALL CONFORM WITH ALL REQUIREMENTS OF:
NFPA 70-2023 (NATIONAL ELECTRICAL CODE)
ANSI C2-2017 (NATIONAL ELECTRICAL SAFETY CODE)
APPLICABLE LOCAL CODES AND FEDERAL AND STATE LAWS.
MINIMUM RACEWAY SIZE SHALL BE 3/4". INCREASE RACEWAY SIZE AS REQUIRED TO LIMIT RACEWAY FILL
RATIO TO LESS THAN 40% FULL.
EXISTING ELECTRICAL WORK (NOT SHOWN) SHALL REMAIN, UNLESS INDICATED OTHERWISE. SHOULD ANY EXISTING ELECTRICAL POWER, LIGHTING OR AUXILIARY CIRCUIT, FEEDER OR EQUIPMENT BE
SEVERED, DISCONNECTED OR DEMOLISHED IN THE PROCESS OF CONSTRUCTION OR REMODELING
WHICH IS DONE AS A RESULT OF CONTRACT PLANS AND SPECIFICATIONS, AND UNLESS SPECIFICALLY DESIGNATED BY THE DRAWINGS TO BE DEMOLISHED, THEN SAID CIRCUIT OR FEEDER SHALL BE RESTORED TO WORKING CONDITION. THE RESTORATION SHALL INCLUDE RE-ROUTING, RELOCATION, RECONNECTION OR REPLACEMENT AS MAY BE REQUIRED BY THE NEW WORK. ANY SUCH WORK
REQUIRED SHALL BE INCLUDED IN THE CONTRACT AND NO EXTRA COMPENSATION WILL BE GRANTED.
NEW WORK SHALL BE MADE TO TIE INTO THE EXISTING IN A UNIFORM MANNER. SIMILAR ITEMS OF NEW WORK SHALL BE CHECKED AGAINST EXISTING WORK FOR TYPE MOUNTING, MOUNTING HEIGHTS, ETC.
ITEMS SHOWN IN NEW WORK AT VARIANCE FROM THE EXISTING SHALL BE REFERRED TO THE
ARCHITECT FOR DECISION BEFORE ROUGH-IN.
PROVIDE IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK THAT SHALL BE
ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE TO STORE, FURNISH, INSTALL, MOUNT, CONNECT, CONTROL AND POWER EQUIPMENT INDICATED, AS WELL AS ALL APPURTENANCES REQUIRED TO MAKE ELECTRICAL SYSTEMS OPERATE AS INDICATED WITHIN THESE DRAWINGS AND SPECIFICATIONS AND TO
FULFILL THE SCOPE OF WORK.
DEMOLISH IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK THAT SHALL BE
ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE CONTRACTOR TO DISCONNECT EQUIPMENT FROM ALL CONNECTIONS, REMOVE FROM GOVERNMENT PROPERTY, AND DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES. COST OF DISPOSAL IS ENTIRELY THE
CONTRACTOR'S RESPONSIBILITY.
ALL CONDUCTORS SHALL BE COPPER UNLESS SPECIFICALLY NOTED AS ALUMINUM.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE
PROCUREMENT OF ANY MATERIALS AND DEVELOPMENT OF ANY SHOP DRAWINGS OR SUBMITTALS.
NFPA 780-2020 (STANDARD FOR THE INSTALLATION
OF LIGHTNING PROTECTION SYSTEMS)
ELECTRICAL ABBREVIATIONS
A or AMP
AC
ACC
AF
AFF
AFG
AHU
AIC
AL
AM
ASYM
AT
ATS
AUTO
AWG
B
BC
BCW
BFF
BFG
BLDG
C
CAT
CB
CCT
CCTV
CFCI
CH
CHWCP
CHWP
CHWSP
CKT
CMH
CP
CPT
CRAC
CRI
CT
CU
CWP
D
DC
DF
DH
DHWCP
DISC
DOAS
DPDT
DPST
DSCU
DSHP
DSS
DUH
DWBP
DX
E or EMER
EC
EF
ELEC
EMEW
EMH
EMSH
EMT
EPA
EQUIP
ERU
ERV
ESEW
EUH
EWC
EWH
EX or EXIST
EXP
F
FACP
FCU
FLEX
FWE
G or GND
GFCI
GFGI
GRC
GUH
GWH
H or HT
HAC
HOA
HP
HT
HVU
HWCP
HWP
HWRP
HWSP
HWUH
HZ
AMPERE(S)
AIR COMPRESSOR or AIR CURTAIN or
ALTERNATING CURRENT
AIR COOLED CHILLER
AMP FRAME
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
AMPERE INTERRUPTING CAPACITY
ALUMINUM
AMMETER
ASYMMETRICAL
AMP TRIP
AUTOMATIC TRANSFER SWITCH
AUTOMATIC
AMERICAN WIRE GAUGE
BOILER
BRANCH CONTROLLER
BARE COPPER WIRE
BELOW FINISHED FLOOR
BELOW FINISHED GRADE
BUILDING
CONDUIT
CATEGORY
CIRCUIT BREAKER
CORRELATED COLOR TEMPERATURE
CLOSED CIRCUIT TELEVISION
CONTRACTOR FURNISHED CONTRACTOR
INSTALLED
CHILLER
CHILLED WATER CIRCULATING PUMP
CHILLED WATER PUMP
CHILLED WATER SUPPLY PUMP
CIRCUIT
COMMUNICATIONS MANHOLE
CONDENSATE PUMP
CONTROL POWER TRANSFORMER
COMPUTER ROOM AC UNIT
COLOR RENDERING INDEX
CURRENT TRANSFORMER or COOLING TOWER
COPPER
CONDENSER WATER PUMP
DEPTH
DIRECT CURRENT
DESTRATIFICATION FAN
DUCT HEATER or DEHUMIDIFIER
DOMESTIC HOT WATER CIRCULATING PUMP
DISCONNECT SWITCH
DEDICATED OUTSIDE AIR SYSTEM
DOUBLE POLE DOUBLE THROW
DOUBLE POLE SINGLE THROW
DUCTLESS SPLIT CONDENSING UNIT
DUCTLESS SPLIT HEAT PUMP
DUCTLESS SPLIT SYSTEM (INDOOR UNIT)
DUCT UNIT HEATER
DOMESTIC WATER BOOSTER PUMP
DIRECT EXPANSION COOLING COIL
EMERGENCY
EMPTY CONDUIT
EXHAUST FAN
ELECTRICAL
EMERGENCY EYEWASH
ELECTRICAL MANHOLE
EMERGENCY SHOWER
ELECTRICAL METALLIC TUBING
EFFECTIVE PROJECTED AREA
EQUIPMENT
ENERGY RECOVERY UNIT
ENERGY RECOVERY VENTILATOR
EMERGENCY SHOWER / EYEWASH
ELECTRIC UNIT HEATER
ELECTRIC WATER COOLER
ELECTRIC WATER HEATER
EXISTING
EXPLOSION PROOF
FUSE
FIRE ALARM CONTROL PANEL
FAN COIL UNIT
FLEXIBLE
FURNISHED WITH EQUIPMENT
GROUND
GOVERNMENT FURNISHED CONTRACTOR
INSTALLED or GROUND FAULT CIRCUIT
INTERRUPTER
GOVERNMENT FURNISHED GOVERNMENT
INSTALLED
GALVANIZED RIGID STEEL CONDUIT
GAS UNIT HEATER
GAS WATER HEATER
HEIGHT
HEATED AIR CURTAIN
HAND-OFF AUTOMATIC
HORSE POWER or HEAT PUMP
HEAT TRACKING
HEATING/VENTILATING UNIT
HEATING WATER CIRCULATING PUMP
HEATING WATER PUMP
HOT WATER RECIRCULATION PUMP
HEATING WATER SUPPLY PUMP
HOT WATER UNIT HEATER
HERTZ
IDS
IMC
IRH
J OR JB
K
KAIC
KCMIL
KEF
KH
KV
KVA
KVAR
KW
KWHR
L
LA
LAN
LAV
LTG
MAU
MAX
MCA
MCB
MCC
MGB
MH
MIN
MLO
MOD
MRS
MT or MTD N
NC
NEC
NEMA
NESC
NFPA
NO
NTS
P
PA
PDU
PF
PH
PIU
PMT
PNL
PTAC
PVC
RECP
RF
RH
RMC
RMS
RTU
RVNR
SA
SCCR
SD
SF
S/N
SP
SPD
SPDT
SPEC
SPST
SWBD
SWGR
TMGB
TOL
TP
TYP
UC
UE
UH
UIO
UL
UTP
V
VA
VAR
VAV
VEF
VM
VRF
W
WC
WEF
WH
WHDM
WP
WSHP
XFMR
Z
INTRUSION DETECTION SYSTEM
INTERMEDIATE METAL CONDUIT
INFRARED HEATER
JUNCTION BOX
KILO
THOUSAND AMPERE INTERRUPTING CAPACITY
THOUSAND OF CIRCULAR MILS
KITCHEN EXHAUST FAN
KITCHEN HOOD
KILOVOLT
KILOVOLT AMPERES
KILOVOLT AMPERES REACTIVE
KILOWATT
KILOWATT-HOUR
LENGTH
LIGHTNING ARRESTOR
LOCAL AREA NETWORK
LAVATORY
LIGHTING
MAKE-UP AIR UNIT
MAXIMUM
MINIMUM CIRCUIT AMPACITY
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MAIN GROUND BAR
MANHOLE
MINIMUM
MAIN LUGS ONLY
MOTOR OPERATED DAMPER
MOTOR RATED SWITCH
MOUNT or MOUNTED
NEUTRAL
NORMALLY CLOSED
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL MANUFACTURER'S
ASSOCIATION
NATIONAL ELECTRICAL SAFETY CODE
NATIONAL FIRE PROTECTION ASSOCIATION
NORMALLY OPEN
NOT TO SCALE
POLE(S) or PUMP
PUBLIC ADDRESS
POWER DISTRIBUTION UNIT
POWER FACTOR
PHASE
PRIMARY INDUCTION UNIT (VAV TERMINAL UNIT)
PAD MOUNTED TRANSFORMER
PANEL OR PANELBOARD
PACKAGED THRU-WALL AIR CONDITIONER
POLYVINYL CHLORIDE
RECEPTACLE
RETURN FAN
RADIANT HEATERS (ELECTRIC)
RIGID METAL CONDUIT
ROOT MEAN SQUARE
ROOF TOP UNIT
REDUCED VOLTAGE NON-REVERSING
SURGE ARRESTOR
SHORT CIRCUIT CURRENT RATING
SMOKE DAMPER
SUPPLY FAN
SOLID NEUTRAL
SUMP PUMP
SURGE…
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