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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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

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DN

DIA

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AT

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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

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TOM

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THK

SQ

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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 :

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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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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

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1,028 SQ. FT.

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GRAPHIC SCALES

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ROOF AREA D ● ● ● ● ●

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DESCRIPTION

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SYMBOL

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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

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NEW 20 OZ. COPPER

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GRAPHIC SCALES

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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

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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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DETAIL

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PRIMARY DRAINAGE SCUPPER WITH CONDUCTOR HEAD AND DOWNSPOUT

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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

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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

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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.

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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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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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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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AutoCAD SHX Text Lic. No.

A-504

(TYP)

A-504

(TYP)

OVERHEAD FALL

PROTECTION (TYP)

OVERHEAD FALL

PROTECTION (TYP)

LEGEND

SCAFFOLDING

8' M

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GRAPHIC SCALES

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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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