ty i s r e v i n derring hall s asbestos and lead...
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![Page 1: TY I S R E V I N DERRING HALL S ASBESTOS AND LEAD …lionberger.com/files/2016/11/IFB_0047615-Bid-Drawings.pdfa1.2 new work - plans, partial plans, notes a1.3 new work - partial plans](https://reader034.vdocument.in/reader034/viewer/2022050418/5f8dfbe2b8bf8546236384ab/html5/thumbnails/1.jpg)
COMP.
LAB
5066
5066A
E13
WOMEN
E10
MEN
E8
E9
E7
CL
E6
E3
E11
E2
5005A
E12
ECON. GEOL. LAB
5044
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PRESSURE LAB
5056
LAB
5046
OFFIC
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OFFIC
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5064A
5060A
5051
PREP. RM
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5042
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5050B
5065B 5061A
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5000
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5002
LAB
5003
RESEARCH
LAB
5007
RESEARCH
LAB
5010
RESEARCH
LAB
5014
5010
A
5014
A
RESEARCH LAB
5008
OFFIC
E
5008A
OFFIC
E
5008B
OFFIC
E
5016B
OFFIC
E5012
RESEARCH LAB
5016
COLD
ROOM
5016C
RESEARCH LAB
5017
5017
A
LAB
5022
LAB
5022A
LAB
5026
DK RM
5026B
AUTO-
CLAVES
5026D
RESEARCH LAB
5028
OFFIC
E
5028A
OFFIC
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5028B
LAB
5029
LAB
5029A
LAB
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OFFIC
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5029C
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5029D
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5036
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5038
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5064
LAB
5060
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5043
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5045
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5057
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LAB
5061
LAB
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LAB
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HYDROTHERMAL LAB
5065
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CORRIDOR
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CORRIDOR
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CR-5B
CORRIDOR
CR-5C
CORRIDOR
CR-5D
OFFIC
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5049
COMP.
ROOM
5053
LAB
5042A
OFFIC
E
5044A
OFFIC
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5048
RESEARCH
LAB
5005
TECH
VIRGINIA
ROAD
LOCATION MAP:
MAIN ST
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U.S. ROUTE
PRICES
FORK
DRILL
FIELD
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N STREET
WEST CAMPUS
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NORTH
WORK AREAS (TYP.)
DERRING HALL - FIFTH FLOOR
N
KEY PLAN:1" = 50' - 0"
DERRING HALL
SHEET INDEX
T1 COVER SHEET
T2 GENERAL NOTES + INFORMATION
LS1 LIFE SAFETY PLAN + BUILDING CODE DATA
A1.1 DEMO PLANS + NOTES
A1.2 NEW WORK - PLANS, PARTIAL PLANS, NOTES
A1.3 NEW WORK - PARTIAL PLANS
A1.4 NEW WORK - REFLECTED CEILING PLAN
A2.1 SCHEDULES
A2.2 EQUIPMENT SCHEDULE + EQUIPMENT PLAN
A3.1 ELEVATIONS, SECTIONS + DETAILS
.PD1.1 PARTIAL FIFTH FLOOR DEMOLITION PLAN - PLUMBING
P0.1 PLUMBING LEGEND, NOTES, DETAILS + FIXTURE SCHEDULE
P0.2 PLUMBING SPECIFICATIONS
P1.1 PARTIAL FIFTH FLOOR NEW WORK PLAN - PLUMBING
.MD1.1 PARTIAL FIFTH FLOOR DEMOLITION PLAN - DUCTWORK
M0.1 MECHANICAL LEGEND, DETAILS + EQUIPMENT NOTES
M0.2 MECHANICAL SPECIFICATIONS
M0.3 MECHANICAL SPECIFICATIONS
M1.1 PARTIAL FIFTH FLOOR PLAN - DUCTWORK + PIPING
M1.2 PARTIAL PENTHOUSE FLOOR NEW WORK PLAN - PIPING
.ED1.1 PARTIAL FIFTH FLOOR DEMOLITION PLAN - LIGHTING
.ED1.2 PARTIAL FIFTH FLOOR DEMOLITION PLAN - POWER
E0.1 ELECTRICAL LEGEND, DETAILS, SCHEDULES + ABBREVIATIONS
E0.2 ELECTRICAL GENERAL NOTES, SPECIFICATIONS + DETAILS
E1.1 PARTIAL FIFTH FLOOR NEW WORK PLAN - LIGHTING
E1.2 PARTIAL NEW WORK FLOOR PLAN - POWER
E1.3 PARTIAL FIFTH FLOOR PLAN - PANELBOARD LOCATIONS
AN ASBESTOS INSPECTION WILL BE PERFORMED PRIOR TO WORK. A COPY OF THEDETAILED REPORT WILL BE INCLUDED IN THE CONSTRUCTION DOCUMENTS. THEOWNER WILL COORDINATE THE REMOVAL OF ASBESTOS MATERIALS PRIOR TO THEWORK BEING PERFORMED. IF A SUSPECT ASBESTOS MATERIAL IS ENCOUNTERED INTHE COURSE OF THE WORK THAT IS NOT DISCUSSED AS PART OF THE REPORT, THEWORK MUST BE STOPPED IMMEDIATELY AND VIRGINIA TECH RENOVATIONS SHALL BECONTACTED IMMEDIATELY AT 231-6101 .
A LEAD PAINT INSPECTION WILL BE PERFORMED PRIOR TO WORK. A COPY OF THEDETAILED REPORT WILL BE INCLUDED IN THE CONSTRUCTION DOCUMENTS. IFLEAD PAINT OR OTHER LEAD MATERIALS ARE IDENTIFIED IN THE AREA OF WORK, THECONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTSOF THE OSHA LEAD STANDARD, 29 CFR 1926.62 AND SHALL EXERCISE DUEDILIGENCE TO AVOID THE CREATION OF LEAD DUST. IF SUSPECT LEAD MATERIALSARE ENCOUNTERED IN THE COURSE OF WORK THAT IS NOT DISCUSSED AS PART OFTHE REPORT, THE WORK MUST BE STOPPED AND VIRGINIA TECH RENOVATIONSSHALL BE CONTACTED IMMEDIATELY AT 231-6101. THE CONTRACTOR SHALL SUBMITA COPY OF THEIR LEAD COMPLIANCE PROGRAM, AS REQUIRED BY 29 CFR 1926.62(E),WITH REQUIRED SUPPORTING DOCUMENTATION, TO EHSS FOR PRIOR REVIEW ANDAPPROVAL. THIS SUBMITTAL SHALL BE MADE SUFFICIENTLY IN ADVANCE OFCONSTRUCTION TO AVOID DELAY OF THE PROJECT. A COPY OF ANY PERSONAL AIRSAMPLES TAKEN DURING THE COURSE OF THE WORK SHALL BE PROVIDED TOUNIVERSITY DESIGN AND CONSTRUCTION SERVICES.
ASBESTOS AND LEAD NOTE:
colleyarchitects pc
design community environment
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725CONTACT: TIM COLLEY . [email protected]
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BUILDING #
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WORK ORDER #
BID SET
VIRGINIA TECH RENOVATIONS
T1
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SDERRING HALLFIFTH FLOOR LABORATORIES
SEPTEMBER . 30 . 2016
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RENOVATIONS TO
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IFB # 0047615
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@ACTADJAFFAHUALTALUMAPPRAVGAWP
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ATACOUSTICAL CEILING TILEADJUSTABLEABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEALUMINUMAPPROXIMATEAVERAGEACOUSTICAL WALL PANEL
BUILDINGBLOCKBOTTOMBRICKBETWEEN
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EACHEXTERIOR INSULATIONAND FINISH SYSTEMELECTRICALEXPANDED POLYSTYRENEEQUALEQUIPMENTEXISTINGEXTERIOR
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INCHINFORMATIONINSTALLATION
INSULATIONINTERIOR
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LAMINATELAVATORYPOUNDSLINEAR FOOT/FEETLOUVER
MATERIALMAXIMUMMECHANICALMANUFACTURERMINIMUMMIRRORMISCELLANEOUSMETALNOT IN CONTRACTNUMBERNOMINALNOT TO SCALE
ON CENTEROWNER FURNISHEDCONTRACTORINSTALL
PRECASTPERFORATEDPLASTIC LAMINATEPLYWOODPANELPREFABRICATEDPREFINISHEDPREPAREPAINT
QUARRY TILEQUANTITY
RUBBER BASEROOF DRAINREFERENCEREFRIGERATORREQUIREDROOMRUBBER TILE
SIMILARSPECIFICATIONSQUARESTAINLESS STEELSTANDARDSTEELSTORAGESUSPENDED
THICKNESSTYPICAL
VACUUMVAPOR BARRIER/VINYL BASEVINYL COMPOSITIONTILEVESTIBULE
WOOD BASEWATER CLOSETWIRE GLASSWATER HEATERWITHOUTWAINSCOTWEIGHT
ABBREVIATIONS GENERAL NOTES GENERAL NOTES
DESIGN STANDARDS:
VIRGINIA TECH DESIGN GUIDELINES AND CONSTRUCTION STANDARDSVUSBC VIRGINIA UNIFORM STATEWIDE BUILDING CODEANSI 117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIESAGA AMERICAN GAS ASSOCIATIONAMCA AIR MOVEMENT AND CONTROL ASSOCIATIONANSI AMERICAN NATIONAL STANDARDS INSTITUTEARI AIR-CONDITIONING AND REFRIGERATION INSTITUTEASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATING AND AIR
CONDITIONING ENGINEERSASPE AMERICAN SOCIETY OF PLUMBING ENGINEERSASSE AMERICAN SOCIETY OF SANITARY ENGINEERINGASME AMERICAN SOCIETY OF MECHANICAL ENGINEERSASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSIEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERSMCA MECHANICAL CONTRACTORS ASSOCIATIONNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNFPA NATIONAL FIRE PROTECTION ASSOCIATIONPDI PLUMBING AND DRAINAGE INSTITUTESMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATIONUL UNDERWRITERS LABORATORIES, INC.
1. CONTRACTOR SHALL DELIVER ALL SOLID WASTE COLLECTED ONVIRGINIA TECH PROPERTIES TO MONTGOMERY REGIONAL SOLID WASTE AUTHORITYTRANSFER STATION.
DISPOSAL OF MATERIALS
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TOSUBMITTING A BID.
2. DIMENSIONS SHOWN ARE FROM FACE OF EXISTING CONSTRUCTION TO FACE OFEXISTING CONSTRUCTION. NEW CONSTRUCTION DIMENSIONS ARE TO ROUGHFRAMING.
3. MATCH THICKNESS OF NEW AND COMPLETED/EXISTING CONSTRUCTION.
4. PATCH AND REPAIR ALL EXISTING DAMAGED SURFACES WITH SIMILAR MATERIALSTO MATCH NEW WORK, INCLUDING LEVEL OF FINISH.
5. THE OWNER SHALL BE RESPONSIBLE FOR THE FINAL SELECTION OF ALLFIXTURES, FINISHES, PATTERNS, COLORS, AND STYLES FROM THE FULL RANGE OFMANUFACTURER'S AVAILABLE STANDARDS.
6. COORDINATE WITH OWNER THE EXACT TYPE AND FINISHED LOCATION OF ANYEQUIPMENT, FIXTURES, ACCESSORIES, OUTLETS, SWITCHES, ETC.
7. WOOD PRODUCTS SHALL BE FROM SUSTAINABLE SOURCES, SUCH AS FSCCERTIFIED WOOD OR REGIONALLY HARVESTED OR MANUFACTURED WOOD FROMABUNDANT SPECIES. WOOD PRODUCTS SHALL BE FREE OF UREA-FORMALDEHYDEBINDERS, COPPER OR ARSENIC.
8. ALL CONCEALED WOOD SHALL BE FIRE RESISTANT TREATED WOOD.
ARCHITECTURAL
GENERAL:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR, MATERIALS, EQUIPMENT,ANCHORAGE TO STRUCTURE, AND CONNECTIONS REQUIRED FOR THEINSTALLATION OF A COMPLETE AND FUNCTIONAL SYSTEM.
2. CONTRACTOR SHALL COORDINATE WORK WITH THE INSTALLED WORK OFOTHER TRADES.
3. VERIFY "ROUGH-IN" LOCATIONS WITH OWNER PRIOR TO FINAL INSTALLATION.
4. PIPING, DUCTWORK, AND OTHER EQUIPMENT SHALL BE SUPPORTED BY ORANCHORED TO THE BUILDING STRUCTURE. NON-STRUCTURAL CEILINGCONSTRUCTION, NEW OR EXISTING, SHALL NOT BE USED FOR ANCHORING ANYWORK.
5. SYSTEMS AND ACCESSORIES SHALL BE INSTALLED IN A NEAT MANNERCONSISTENT WITH INDUSTRY STANDARDS OF QUALITY AND CARE.
6. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY & ALL PIPES, CONDUIT,ELECTRICAL OR OTHER INFRASTRUCTURE ITEMS AS A RESULT OF THEIR BEINGUNCOVERED DURING EXECUTION OF THE WORK.
PLUMBING:
1. PLUMBING DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE2012 EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC), INCLUDINGREFERENCED CODES AND STANDARDS, AND THE REQUIREMENTS OF LOCALBUILDING OFFICIALS.
2. PLUMBING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS, ANDFIELD CONDITIONS PRIOR TO INSTALLATION.
3. CONTRACTOR SHALL COORDINATE WATER SHUTOFF WITH VIRGINIA TECHPROJECT MANAGER & VIRGINIA TECH UTILITIES FOR INSTALLATION OF VALVES.NOTIFY OWNER 3 DAYS IN ADVANCE.
4. UPON COMPLETION OF WORK, PLUMBING CONTRACTOR SHALL CONDUCT ATEST. IN THE PRESENCE OF OWNER/ARCHITECT WITH ALL EQUIPMENT ANDCONTROLS IN NORMAL OPERATING POSITION. THE SYSTEM SHALL OPERATEQUIETLY & PROPERLY. ADJUSTMENTS AND CORRECTIONS SHALL BE MADE UNTILSATISFACTORY OPERATION IS ACHIEVED.
5. NOTE NOT USED.
MECHANICAL:
1. MECHANICAL DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITHTHE 2012 EDITION OF THE INTERNATIONAL MECHANICAL CODE (IMC), INCLUDINGREFERENCED CODES AND STANDARDS, AND THE REQUIREMENTS OF LOCALBUILDING OFFICIALS.
2. MECHANICAL EQUIPMENT LOCATIONS SHOWN FOR DESIGN INTENT ONLY.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS, AND FIELDCONDITIONS PRIOR TO INSTALLATION.
3. SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL FOR ALL DUCTWORK.
ELECTRICAL:
1. COORDINATE WITH ARCHITECT THE EXACT LOCATION OF ANY FIXTURES,ACCESSORIES, OUTLETS, SWITCHES, ETC. PRIOR TO INSTALLATION.
2. ELECTRICAL DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE2011 EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), INCLUDINGREFERENCED CODES AND STANDARDS, UTILITY COMPANY REGULATIONS, AND THEREQUIREMENTS OF LOCAL BUILDING OFFICIALS.
3. ELECTRICAL EQUIPMENT LOCATIONS SHOWN FOR DESIGN INTENT ONLY.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS, AND FIELDCONDITIONS PRIOR TO INSTALLATION.
4. ALL NON-LED LIGHT FIXTURES SHALL BE INSTALLED WITH LAMPS. PROVIDE 10%,BUT NOT LESS THAN FIVE (5), ADDITIONAL LAMPS FOR EACH FIXTURE TYPE FORFUTURE USE.
5. PROVIDE MEANS OF EGRESS LIGHTING AS INDICATED. MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT FLOOR LEVEL.AN EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OFNOT LESS THAN 90 MINUTES AND SHALL ILLUMINATE EXIT ACCESS CORRIDORS,PASSAGEWAYS, AISLES, AND PORTION OF EXTERIOR EXIT DISCHARGEIMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS.
6. CONTRACTOR TO PROVIDE & INSTALL REQUIRED INFRASTRUCTURE TOACCOMMODATE CNS DEVICES, WIRELESS & OTHERWISE. COORDINATELOCATIONS WITH VA TECH. CONDUITS SHALL EITHER BE CONTINUOUS "HOME-RUN" FROM THE TELECOMMUNICATIONS OUTLET BOX TO THE EQUIPMENT ROOM,OR SHALL BE RUN FROM THE OUTLET BOX AND STUBBED OUT WITHIN ONE FOOT (1FT.) OF A CABLE TRAY THAT RUNS CONTINUOUSLY TO THE EQUIPMENT ROOM. INTHE CASE OF A RENOVATION WHERE THERE IS NO CABLE TRAY AVAILABLE, THECONDUIT FOR THE OUTLET BOX SHOULD BE ROUTED TO AN ACCESSIBLE CEILINGAREA IN THE CORRIDOR. THE CONTRACTOR SHALL COMPLY WITH "VIRGINIA TECHTELECOMMUNICATIONS INFRASTRUCTURE DESIGN GUIDELINES" WHICH ISINCORPORATED HEREIN BY REFERENCE. THE GUIDELINES MAY BE DOWNLOADEDFROM HTTP://WWW.CNS.VT.EDU/CABLING_STANDARDS.HTML.
7. EXPOSED CONDUIT AND RACEWAY LOCATIONS TO BE COORDINATED WITHARCHITECT PRIOR TO INSTALLATION. ALL VERTICAL RUNS TO BE HELD TIGHT TOINSIDE CORNERS TO THE GREATEST EXTENT POSSIBLE.
8. ALL EXIST. VISIBLE OUTLETS, SWITCHES, & DATA CONNECTORS WITHIN SCOPEOF WORK TO REMAIN SHALL RECEIVE NEW STAINLESS STEEL FACE PLATES &BLACK DEVICES. ORIENT SCREW HEADS VERTICALLY.
PLUMBING / MECHANICAL / ELECTRICAL1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL COMPLY WITH THEBUILDING & PROJECT CODE DATA REFERENCED ON SHEET LS1.
2. ALL WORK TO COMPLY WITH THE VIRGINIA TECH DESIGN AND CONSTRUCTIONSTANDARDS, REVISED AUGUST 2006.
3. CONTRACTOR MUST FAMILIARIZE THEMSELVES WITH THE PROJECT SITE PRIORTO SUBMITTING THEIR BID. AS PART OF THE BASE BID CONTRACTOR SHALLINCLUDE PATCHING ANY EXISTING HOLES & PENETRATIONS THROUGH FIRE ANDSMOKE WALLS AND BARRIERS IN AREAS OF WORK TO MEET OR EXCEED THEREQUIRED FIRE ASSEMBLY RATING. THIS WORK SHALL INCLUDE PROVIDING &INSTALLING REQ'D. FIRE DAMPERS IN EXISTING AND NEW DUCTS WHICHPENETRATE THE RATED ASSEMBLIES.
4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND ACCESSORIES FORWORK INDICATED HEREIN, UNLESS NOTED OTHERWISE. WORK SHALL BECOMPLETE AND IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS,MANUFACTURER'S RECOMMENDATIONS, GENERALLY ACCEPTED INDUSTRYSTANDARDS OF WORKMANSHIP AND CARE, AND AS REQUIRED FOR A FINISHEDINSTALLATION AND TO OBTAIN A CERTIFICATE OF OCCUPANCY.
5. SUBMITTALS ARE REVIEWED ONLY AS TO GENERAL CONFORMITY WITH DESIGNCONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATIONGIVEN IN THE CONTRACT DOCUMENTS. CORRECTIONS AND/OR COMMENTS MADEAS PART OF THIS SUBMITTAL REVIEW DO NOT RELIEVE THE CONTRACTOR OFRESPONSIBILITY FROM CONFORMANCE WITH THE CONTRACT DOCUMENTS,APPLICABLE CODES, AND LAWS - ALL OF WHICH HAVE PRIORITY OVER SPECIFICSUBMITTAL. THE DESIGN PROFESSIONAL DOES NOT WARRANT OR REPRESENTTHAT THE INFORMATION WITHIN THE SUBMITTAL IS EITHER ACCURATE ORCOMPLETE. SOLE RESPONSIBILITY FOR CORRECT DESIGN, DETAILS, ANDDIMENSIONS SHALL REMAIN WITH THE PARTY PROVIDING THE SUBMITTAL.CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, ANDPERFORMANCE REQUIREMENTS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; FOR ALL INFORMATION THAT PERTAINS SOLELY TO THE FABRICATIONPROCESSES OR TO THE TECHNIQUES OF CONSTRUCTION; FOR ALLCOORDINATION OF THE WORK OF ALL TRADES; FOR ASSURING CONSISTENCYWITH THE CONTRACT DOCUMENTS; AND FOR PERFORMING THE WORK IN A SAFEAND SATISFACTORY MANNER.
6. EXISTING SQUARE FOOTAGES, DIMENSIONS, TYPES/LOCATIONS OF FIRE-RESISTANCE RATED ASSEMBLIES, AND SIZES/LOCATIONS OF EXISTING EQUIPMENTARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR THE FIELD VERIFICATIONOF ALL SITE CONDITIONS PRIOR TO SUBMITTING A BID. IF CONDITIONS IN FIELDDIFFER FROM THOSE SHOWN, NOTIFY OWNER/ARCHITECT IMMEDIATELY.
7. PROJECT PERMIT WILL BE ISSUED LOCALLY AND INSPECTED BY VIRGINIA TECHPERSONNEL.
8. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, SEQUENCING, SITE SAFETY, AND SECURITY FOR THE DURATION OF THEPROJECT.
9. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF EXISTING FACILITIES ANDUTILITIES AT THE PROJECT SITE PRIOR TO SUBMITTING A BID. COSTS ASSOCIATEDWITH THE USE OF EXISTING UTILITIES SHALL BE THE CONTRACTOR'SRESPONSIBILITY.
10. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK WITH THEOWNER'S ACTIVITIES AND OTHER TRADES INVOLVED WITH WORK AT THE PROJECTSITE. CONTRACTOR SHALL COORDINATE WORK INCLUDING BUT NOT LIMITED TOADDITION TO/MODIFICATION OF EXISTING MECHANICAL, ELECTRICAL, PLUMBING,AUTOMATIC SPRINKLER, FIRE ALARM AND FIRE DETECTION SYSTEMS AS REQUIREDFOR A FINISHED AND FULLY FUNCTIONAL INSTALLATION.
11. FIRE-RESISTANCE ASSEMBLIES REQ'D. IN ACCORDANCE WITH ASTME 814(UL1479) & ASTME 1966 (UL 2079). FIRESTOPPING EQUAL TO 3M COMPANY TYPECP-25WB+ (WATER BASED AND HALOGEN FREE) NO SAG INTUMESCENT FIREBARRIER SEALANT, TYPE FS-195+ PIPE WRAP/ STRIP FIRE BARRIER OR CS-195COMPOSITE SHEET FIRE BARRIER. CONTRACTOR TO INSTALL REQUIRED RATEDASSEMBLY MATERIALS IN STRICT ADHERENCE TO ONE OF THE FOLLOWING ULRATED ASSEMBLIES: C-AJ-1044, C-AJ-1176, C-AJ-1556, C-AJ-2006, C-AJ-2228, C-AJ-3030, C-AJ-3096, C-AJ-5001, C-AJ-7016, W-L-1001, W-L-1054, W-L-2003, W-L-3001, W-L-3065, W-L-5001, W-L-7008, W-L-7051, W-L-7130, OR W-L-8079. THE CONTRACTORSHALL NOTIFY THE ARCHITECT IMMEDIATELY IF THEY ENCOUNTER A CONDITIONNOT COVERED BY ONE OF THE UL ASSEMBLIES LISTED ABOVE. THE APPROPRIATEAMOUNT OF RATED ASSEMBLY MATERIALS SHALL BE BASED ON THE FIRESEPARATION RATINGS LISTED ON THE BUILDING & PROJECT CODE DATA SHEETLS1 AND THE ATTACHED DRAWINGS. PROVIDE RESTRAINING COLLARS,FASTENERS, AND ALL OTHER COMPONENTS REQUIRED FOR A UL LISTEDTHROUGH-PENETRATION FIRESTOPPING ASSEMBLY SUITABLE FOR USE IN RATEDCONSTRUCTION. CONTRACTOR SHALL SUBMIT UL DESIGNS AND PRODUCTINFORMATION FOR ALL COMPONENTS OF ALL PROPOSED FIRESTOPPINGASSEMBLIES TO THE ARCHITECT & VIRGINIA TECH UNIVERSITY BUILDING OFFICIALFOR APPROVAL PRIOR TO INCORPORATION INTO WORK. ALL THROUGH-PENETRATION FIRESTOPPING SYSTEMS SHALL BE INSTALLED IN STRICTACCORDANCE WITH ALL DETAILS OF THE UL LISTING. CONTRACTOR TO RETAINALL UL ASSEMBLY INSTRUCTIONS USED IN PROJECT ON SITE AT ALL TIMES.
12. CONTRACTOR SHALL LABEL ALL CONCEALED FIRE WALLS, VERTICAL FIRESEPARATION ASSEMBLIES, FIRE BARRIERS, FIRE PARTITIONS AND SMOKEBARRIERS ON ASSEMBLIES ABOVE CEILINGS AND ON INSIDE SURFACES OF ALLCEILING ACCESS DOORS PROVIDING ACCESS TO SUCH FIRE RATED ASSEMBLIES.REFERENCE DRAWINGS FOR ASSEMBLY RATING DESIGNATIONS AND TYPES. ALLLETTERING TO BE IN A CONTRASTING AND HIGHLY VISIBLE COLOR TO SURFACE, 3IN. TALL (1 INCH MIN.) CAPITAL CASE, AND PROVIDED AT HORIZONTAL INTERVALSOF NO MORE THAN 8 FEET.
13. CONTRACTOR TO PROVIDE & INSTALL REQUIRED INFRASTRUCTURE TOACCOMMODATE HOKIE PASSPORT SERVICES (HPS) DEVICES, WIRELESS &OTHERWISE. LOCATIONS TO BE COORDINATED WITH VA TECH. CONDUITS SHALLEITHER BE CONTINUOUS "HOME-RUN" FROM THE CARD READER AND ELECTRONICDOOR HARDWARE TO THE HEAD END ROOM, OR SHALL BE RUN FROM THE CARDREADER AND ELECTRONIC DOOR HARDWARE AND STUBBED OUT WITHIN ONEFOOT (1 FT.) OF A CABLE TRAY THAT RUNS CONTINUOUSLY TO THE HEAD ENDROOM. IN THE CASE OF A RENOVATION WHERE THERE IS NO CABLE TRAYAVAILABLE, THE CONDUIT FOR THE CARD READER AND ELECTRONIC DOORHARDWARE TO BE ROUTED TO AN ACCESSIBLE CEILING AREA IN THE CORRIDORAND J HOOKS & D RINGS SHALL BE PROVIDED & INSTALLED FOR THE PATH TO THEHEAD END ROOM. IF A NEW HEAD END ROOM IS REQUIRED, THE SYSTEM WILLREQUIRE A MINIMUM 4' X 4' WALL SPACE IN A SECURE CLOSET WITH A 20 AMP QUADOUTLET ON AN EMERGENCY PANEL & A CNS NETWORK PORTAL. THE ROUGH-IN ATTHE DOOR BY THE CONTRACTOR SHALL INCLUDE A QUAD JUNCTION BOX ABOVETHE DOOR WITH 3/4" CONDUIT TO THE NECESSARY LOCATIONS FOR THEELECTRONIC ACCESS SYSTEM (CARD READER, ELECTRONIC HARDWARE, ANDDOOR POSITION SWITCH). THE CONTRACTOR SHALL COMPLY WITH "VIRGINIA TECHELECTRONIC DOOR ACCESS CONTROL STANDARD".
GENERAL NOTES
1. EXISTING DIMENSIONS, SQUARE FOOTAGES, AND SIZES/LOCATION OFEXISTING EQUIPMENT IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALLSITE CONDITIONS PRIOR TO SUBMITTING A BID. IF CONDITIONS IN FIELD DIFFERFROM THOSE SHOWN, NOTIFY OWNER/ARCHITECT IMMEDIATELY.
2. CONTRACTOR SHALL VERIFY THE AVAILABILITY OF EXISTING FACILITIES ANDUTILITIES AT THE PROJECT SITE PRIOR TO SUBMITTING A BID. COSTSASSOCIATED WITH THE USE OF EXISTING UTILITIES SHALL BE THECONTRACTOR'S RESPONSIBILITY.
3. CONTRACTOR SHALL NOTIFY ALL UTILITIES, INCLUDING BUT NOT LIMITED TOWATER/ SEWER, ELECTRIC, GAS, TELEPHONE, HAVING SERVICE CONNECTIONSTO THE EXISTING BUILDING PRIOR TO DEMOLITION TO ENSURE THAT ANYEQUIPMENT HAS BEEN PROPERLY REMOVED, UNPLUGGED, CAPPED/PLUGGED,OR SEALED AS REQUIRED FOR DEMOLITION AND/OR NEW WORK. CONTRACTORSHALL BE RESPONSIBLE FOR THE PROPER REMOVAL, CAPPING/PLUGGING, ANDSEALING OF SERVICES REMAINING IN WORK AREAS AS REQUIRED FORDEMOLITION AND/OR NEW WORK.
4. REMOVE EXISTING ITEMS/MATERIALS TO SUBSTRATE AS INDICATED ANDREQUIRED FOR NEW WORK.
5. REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AFTER ALLOWING OWNERFIRST RIGHT OF REFUSAL FOR ANY SALVAGEABLE MATERIALS.
6. COORDINATE DEMOLITION AND ITEMS TO BE REMOVED WITH NEW WORK ANDITEMS TO BE REPLACED OR RELOCATED.
7. ANY DOOR LOCK HARDWARE & CORES REMOVED SHALL BE TURNED OVER TOTHE VIRGINIA TECH KEY SHOP.
8. EXISTING ITEMS TO BE RELOCATED/REINSTALLED SHALL BE REMOVED,STORED, AND PROTECTED BY CONTRACTOR DURING DEMOLITION ACTIVITIES ASREQUIRED FOR REINSTALLATION. ITEMS DAMAGED BY CONTRACTOR SHALL BEREPLACED WITH EQUAL ITEMS APPROVED BY THE OWNER AT CONTRACTOR'SEXPENSE.
9. EXISTING ITEMS AND ADJACENT CONSTRUCTION TO REMAIN SHALL BEPROTECTED DURING DEMOLITION ACTIVITIES. ITEMS DAMAGED BY CONTRACTORSHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
10. PATCH AND REPAIR ANY DAMAGED EXISTING SURFACES TO REMAIN WITHSIMILAR MATERIALS AS REQUIRED TO MATCH NEW WORK.
11. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURALMEMBERS AND EXISTING/TEMPORARY STRUCTURES, AND PROVIDE ADDITIONALSHORING DURING DEMOLITION OF EXISTING WALLS, ETC. AS REQUIRED FOR THEDURATION OF THE PROJECT.
12. NO EXISTING STRUCTURAL MEMBERS ARE TO BE CUT, PENETRATED, OROTHERWISE ALTERED WITHOUT PRIOR WRITTEN APPROVAL OFARCHITECT/ENGINEER.
13. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION AND STORAGEOF NON-FIXED EQUIPMENT AND FURNISHINGS OF THEIR CHOOSING PRIOR TOTHE START OF WORK, UNLESS OTHERWISE INDICATED. CONTRACTOR SHALLREMOVE ANY REMAINING ITEMS AS REQ'D. TO ACCOMMODATE THE WORK.
14. THE BUILDING WILL BE IN USE FOR THE DURATION OF THE PROJECT.CONTRACTOR IS RESPONSIBLE FOE THE COORDINATION OF WORK WITHOWNER'S ACTIVITIES AND OTHER TRADES INVOLVED WITH WORK AT THEPROJECT SITE. DISRUPTIVE ACTIVITIES TO BE COORDINATED WITH VIRGINIATECH PROJECT MANAGER.
15. CONTRACTOR TO PROVIDE A RATED TEMPORARY DUST PARTITION TO LIMITDUST & DIRT MIGRATION TO AREAS NOT UNDER THE CONTROL OF THECONTRACTOR. COORDINATE FINAL PARTITION LOCATIONS W/ ARCHITECT &OWNER. SEAL ANY EXISTING DOOR NOT IN SCOPE OF WORK LOCATED WITHINVESTIBULE OR ADJACENT TO VESTIBULE TO MINIMIZE DUST INFILTRATION.- 3 5/8" 20GA. MTL. WALLS WITH 5/8" TYPE X GYP. BD. AND TAPED JOINTS ONEACH SIDE- DO NOT ATTACH TEMPORARY WALLS TO FLOOR OR CEILING- CONTRACTOR SHALL REPAIR ANY DAMAGE DUE TO DUST PARTITION WALL TOSURROUNDING EXIST. SURFACES AND FINISHES TO MATCH EXISTING ADJACENTSURFACES.- DOORS TO BE 3' - 0" WIDTH W/ SELF CLOSING DEVICES.
16. CONTRACTOR SHALL PROVIDE AND MAINTAIN CLEAR PATHS OF EGRESS FORTHE DURATION OF THE WORK.
17. ANY REQUIRED MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION TOBE PERFORMED IN, OR AFFECTING THE USE OF, ADJACENT SPACES IN THEBUILDING SHALL BE COORDINATED WITH THE OWNER PRIOR TO THE START OFWORK. A MINIMUM OF FIVE (5) DAYS NOTICE IS REQUIRED PRIOR TO ANY UTILITYSHUTDOWN.
18. MAINTAIN WORKING CONDITION OF ANY EXISTING EMERGENCY & FIRE ALARMSYSTEMS AND COMPONENTS FOR THE DURATION OF THE WORK.
19. MAINTAIN ANY EXISTING FIRE RESISTANCE RATINGS OF STRUCTURALELEMENTS AND FIRE SEPARATION ASSEMBLY RATINGS INDICATED BETWEENNEW WORK AND EXISTING AREAS AND OCCUPANCIES FOR THE DURATION OFTHE PROJECT.
20. ALL ROOMS & AREAS ADJOINING WORK AREA TO BE PROTECTED DURINGDEMOLITION WORK. CONTRACTOR RESPONSIBLE TO REPAIR, REPLACE ANDRESTORE ANY DAMAGE RESULTING FROM WORK TO THE SATISFACTION OFOWNER.
DEMOLITION
GENERAL NOTES14. ALL WORK THAT REQUIRES DISABLING OF FIRE AND OTHER EMERGENCY SYSTEMSSHALL BE COORDINATED THROUGH THE VIRGINIA TECH PROJECT MANAGER AND ALLRESPECTIVE VIRGINIA TECH DEPARTMENTS HAVING JURISDICTION PRIOR TOCOMMENCING. CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM MODIFICATIONSAND FINAL TESTING, INCLUDING VERIFICATION OF THE FINAL CONNECTION ANDINTERACTIONS WITH THE EXISTING EMERGENCY AND FIRE SUPPRESSION SYSTEMSAND DEVICES. FINAL TESTING SHALL BE PROVIDED & COORDINATED BY CONTRACTORAND OBSERVED BY THE DEPUTY STATE FIRE MARSHALL & VIRGINIA TECH UNIVERSITYBUILDING OFFICIAL.
15. MAINTAIN ANY EXISTING FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTSAND FIRE SEPARATION ASSEMBLY RATINGS INDICATED BETWEEN NEW WORK ANDEXISTING AREAS AND OCCUPANCIES FOR THE DURATION OF THE PROJECT.
16. IF A CONFLICT BETWEEN CONSTRUCTION DOCUMENTS, CODE REQUIREMENTS,AND/OR MANUFACTURER'S DATA SHOULD ARISE, THE MORE STRINGENT SHALL PREVAIL.
17. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OF STRUCTURAL MEMBERS ANDEXISTING & TEMPORARY STRUCTURES AS REQUIRED FOR THE DURATION OF THE WORK.IF CONDITIONS IN FIELD DIFFER FROM THOSE SHOWN, NOTIFY ARCHITECT/ENGINEERIMMEDIATELY.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP AND REMOVAL OFDEBRIS FROM SITE.
19. THE CONTRACTOR SHALL COMPLY WITH "VIRGINIA TECH'S SAFETY REQUIREMENTSFOR CONTRACTORS AND SUBCONTRACTORS" PROGRAM WHICH IS INCORPORATEDHEREIN BY REFERENCE. A COPY OF THIS PROGRAM IS AVAILABLE FROM THE OWNEROR ENVIRONMENTAL, HEALTH AND SAFETY SERVICES AND MAY BE DOWNLOADEDFROM WWW.EHSS.VT.EDU.
20. CONTRACTOR SHALL ENFORCE THE USE OF PERSONAL PROTECTIVE EQUIPMENT ASREQUIRED BY OSHA FOR INDUSTRIAL HIGH NOISE AREAS.
21. CONTRACTOR'S PERSONNEL SHALL CONDUCT THEMSELVES PROPERLY & MAINTAINPROPER ATTIRE AT ALL TIMES.
22. NO ASBESTOS CONTAINING MATERIALS SHALL BE USED IN THE COURSE OF THISWORK.
23. CONTRACTOR SHALL PROTECT COMPLETED WORK FROM DAMAGE FROM ADJACENTACTIVITIES OR INCLEMENT WEATHER AT ALL TIMES. ITEMS DAMAGED BY CONTRACTORSHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
24 ALL ROOMS & AREAS ADJOINING WORK AREA TO BE PROTECTED DURINGDEMOLITION WORK. CONTRACTOR RESPONSIBLE TO REPAIR, REPLACE AND RESTOREANY DAMAGE RESULTING FROM WORK TO THE SATISFACTION OF OWNER.
25. PRIOR TO ANY CORE DRILLING, CONTRACTOR SHALL PROPERLY SURVEY THEEXISTING FLOOR USING X-RAY, GPR, OR OTHER ACCEPTABLE METHOD TO LOCATEREBAR, STRUCTURAL MEMBERS, IN-SLAB UTILITIES, OR OTHER IN-SLAB OBSTRUCTIONS.ALL CORES TO BE RETAINED & PROVIDED TO THE UNIVERSITY BUILDING OFFICIAL FORINSPECTION. NOTIFY VIRGINIA TECH RENOVATIONS PROJECT MANAGER ANDUNIVERSITY BUILDING OFFICIAL IF ANY REBAR IS CUT OR DAMAGED. ANY STRUCTURALREMEDIATION REQUIRED DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE PERFORMEDBY CONTRACTOR AT NO ADDITIONAL CHARGE TO VA TECH.
26. SURFACE FLATNESS FOR ALL CONCRETE SUBFLOORS IN AREAS RECEIVING NEWFLOORING: GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL CRACKS, VOIDS ANDOTHER IMPERFECTIONS WITH HIGH STRENGTH PORTLAND CEMENT BASED PATCHINGMATERIALS. THIS WORK SHALL ALSO INCLUDE REMOVAL OF HIGH SPOTS. GENERALCONTRACTOR SHALL PROVIDE A SMOOTH, FLAT, FINISH-READY CONCRETE FLOOR WITHA MAXIMUM TOLERANCE OF +/- 1/8 INCH IN A 10 FOOT RADIUS, PER ASTM F170.
27. ALL NEW & EXIST. GLAZING IN AREAS OF SCOPE OF WORK SHALL BEPROFESSIONALLY CLEANED ON ALL SIDES. CLEANLINESS OF GLAZING TO BEMAINTAINED THROUGH SUBSTANTIAL COMPLETION.
28. INSTALLATION OF METAL FRAMING & MODIFICATIONS TO FRAMING MEMBER SHALLCOMPLY WITH VUSBC SECTIONS 2210 & 2211. ALL FRAMING MEMBERS SHALL BECONTINUOUS LENGTH SINGLE MEMBERS. SPLICING SHALL BE PER ENGINEEREDSPECIFICATION & REQUIRES APPROVAL OF UNIVERSITY BUILDING OFFICIAL PRIOR TOINSTALLATION.
CLOSE OUT DOCUMENTS1. CONTRACTOR SHALL PROVIDE ONE (1) COMPREHENSIVE SET OF AS-BUILTDRAWINGS DOCUMENTING IN RED INK ALL AS-BUILT CONDITIONS. AS-BUILT DRAWINGSMARKUPS SHALL BE CLEARLY LEGIBLE ON THE ORIGINAL, UNIVERSITY BUILDINGOFFICIAL APPROVED AND STAMPED CONTRACT DOCUMENTS, AND MAINTAINED INGOOD ORDER AND GOOD CONDITION. MARKUPS TO INCLUDE ALL REPRESENTEDDISCIPLINES ON THEIR SPECIFIC SHEETS. AS-BUILT DRAWINGS TO INCLUDE, BUT NOTLIMITED TO, ALL DEVIATIONS FROM CONTRACT DOCUMENT LAYOUTS; LOCATIONS &QUANTITIES OF PIPING, UTILITIES, DEVICES, FIXTURES, ETC.; SPECIFICATIONS, ETC.;RATED ASSEMBLIES, FIRE DAMPERS, ETC.; RFI'S, CHANGE ORDERS, ETC.
2. CONTRACTOR TO PROVIDE OWNER WITH THREE (3) COPIES OF ALL REQUIREDOPERATION AND MAINTENANCE MANUALS PRIOR TO PROJECT COMPLETION. MANUALSTO BE IN HARD BACKED, VINYL, 3-RING BINDERS W/ ONE INCH MINIMUM SPINE.MANUALS SHALL INCLUDE, BUT NOT LIMITED TO, ALL APPROVED SUBMITTAL ITEMS,APPROVED SHOP DRAWINGS, RFI'S W/ ANSWERS, TAB REPORTS & OTHER ITEMSAPPROPRIATE FOR A COMPREHENSIVE REFERENCE DOCUMENT FOR THE LIFE OF THEBUILDING AREA, ETC. GENERAL CONTRACTOR TO PROVIDE O&M MANUAL IN DIGITALFORMAT ON A SINGLE CD, TWO (2) COPIES, DIGITAL FORMAT SHALL BE IDENTICAL TOMANUAL FORMAT. MANUAL FORMAT TO INCLUDE :A - COVER PAGE WITH PROJECT TITLE, PROJECT NUMBER, GENERAL CONTRACTOR,DATE MANUALS PROVIDED.B - TABLE OF CONTENTS W/ CATEGORIES FOR ARCHITECTURAL, PLUMBING,MECHANICAL & ELECTRICAL ITEMS.C - TABBED SEPARATIONS FOR EACH CATEGORY. TABBED SECTIONS TO INCLUDEMANUFACTURER CUT SHEETS FOR ALL FIXTURES, DEVICES, CONTROLS, ACCESSORIES,FINISHES, ADHESIVES/MORTARS/GROUTS.
3. CONTRACTOR TO PROVIDE OWNER WITH COMPLETED CO-13 AFFIDAVIT OFPAYMENT OF CLAIMS, HECO-13.2 CERTIFICATE OF COMPLETION BY CONTRACTOR,HECO-13.2A CERTIFICATE OF PARTIAL OR SUBSTANTIAL COMPLETION BYCONTRACTOR.
4. CONTRACTOR SHALL PROVIDE ADDITIONAL ATTIC STOCK OF FINISH MATERIALS FORFUTURE USE AND ONE (1) COMPREHENSIVE ATTIC STOCK LIST AS STIPULATED BELOW.ALL ATTIC STOCK MATERIALS AND ATTIC STOCK LIST SHALL BE DELIVERED TO OWNERAT ONE TIME AND SHALL BE SIGNED BY GENERAL CONTRACTOR AND PROJECTMANAGER AT THAT TIME. ATTIC STOCK LIST SHALL INDICATE DESCRIPTIONS ANDREQUIRED QUANTITIES OF MATERIALS LISTED BELOW :A - ONE (1) GAL OF EACH PAINT, STAIN, & POLYURETHANE TYPE, COLOR, & FINISH.B - FULL TILES OF CERAMIC & PORCELAIN FINISHES EQUAL TO AT LEAST FIVE PERCENT(5%) OF EACH TYPE, SIZE, & COLOR, BUT NOT LESS THAN FIVE (5) FULL TILES OF EACHTYPE, SIZE, & COLOR.C - FULL TILES OF FLOORING FINISHES EQUAL TO AT LEAST FIVE PERCENT (5%) OFEACH TYPE, SIZE & COLOR, BUT NOT LESS THAN FIVE (5) FULL TILES OF EACH TYPE,SIZE, & COLOR.D - FULL WIDTH OF ROLLED GOODS OF FLOORING FINISHES EQUAL TO AT LEAST FIVEPERCENT (5%) OF EACH TYPE, SIZE & COLOR, BUT NOT LESS THAN SIX FEET(6 FT.) IN LENGTH OF FULL WIDTH OF EACH ROLLED GOOD.E - FIVE PERCENT (5%) MINIMUM OF EACH RUBBER BASE SIZE, TYPE & COLOR, BUTNOT LESS THAN TEN (10) LINEAR FEET OF EACH SIZE, TYPE & COLOR.F - FULL CEILING PANELS EQUAL TO AT LEAST FIVE PERCENT (5%) OF EACH TYPE, SIZE& COLOR, BUT NOT LESS THAN FIVE (5) FULL PANELS OF EACH TYPE, SIZE & COLOR.
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BID SET
BLA
CK
SB
UR
G . V
IRG
INIA
T2
GE
NE
RA
L N
OT
ES
+IN
FO
RM
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LEGEND
AREA OF WORK
2 HR FIRE RESISTANCE RATING
MAX. EGRESS OCCUPANT LOAD#
EGRESS PATH OF TRAVEL
250
250
CR-5B
5000
5002
5014
5008
5008A5008B5016B
5012
5016
5017
5026
5028
5028A5028B
50365038
E05
E01CR-5A
CR-5B
CR-5C
E10
E08
E09 E07
E11E06
E02E03
5008C
5034 5026
5022
5022A
5014A
5007
5003
5029 5029B 50055005B
UPDN
DN
TRAVEL DISTANCE = 124 FT.TRAVEL DISTANCE = 111 FT.
TRAVEL DISTANCE = 86 FT.
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BID SET
BLA
CK
SB
UR
G . V
IRG
INIA
LS1
LI F
E S
AF
ET
Y P
LA
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BUILDING & PROJECT CODE DATA
REFERENCE CODES: 2012 VIRGINIA REHABILITATION CODE, (VRC, VOLUME II OF THE VUSBC), WORK AREA COMPLIANCE METHOD,LEVEL TWO RENOVATION
2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC)2012 INTERNATIONAL BUILDING CODE (IBC), AS REFERENCED IN 2012 VRC
BUILDING NAME: DERRING HALLBUILDING NUMBER: 115SCOPE OF WORK: RENOVATION OF LABS ON 5TH FLOOR, LEVEL 2 RENOVATIONBUILDING OCCUPANCY USE GROUP: BOCCUPANT LOAD SERVED, AREA OF WORK: B USE - LABORATORIES - OCC. = 50 S.F. PER OCCUPANT
LAB 5005 + 5005B = 21 OCC. @ 1030 S.F.LAB 5014 = 13 OCC. @ 630 S.F.LAB 5016 = 18 OCC. @ 892 S.F.LAB 5026 = 0 OCC. @ 170 S.F. (NOT OCCUPIABLE SPACE)LAB 5034 = 6 OCC. @ 262 S.F.LAB 5029 = 22 OCC. @ 1095 S.F.
SEPARATED MIXED USE: NON SEPARATED MIXED USECONSTRUCTION TYPE: IBBUILDING AREA, GROSS: 207,929 SQ. FT. (ALL FLOORS)FLOOR AREA, GROSS: 51,745 SQ. FT. (5TH FLOOR)PROJECT AREA, GROSS: 4082 SQ. FT. (COMBINED AREA FOR LABS LISTED ABOVE)FIRE SUPPRESSION: NOFIRE ALARMS: YES
REFERENCE CODES: VIRGINIA FIRE SAFETY REGULATIONS (VFSR), AS ADOPTED BY THE STATE BOARD OF HOUSING AND COMMUNITYDEVELOPMENT, EFFECTIVE JULY 16, 1982, PART ONE BUILDINGS CONSTRUCTED BETWEEN APRIL 12, 1949 ANDSEPTEMBER 1, 1973.
ORIGINAL BUILDING CONSTRUCTED - BLDG. 155 : 1966 (APPROXIMATELY)OCCUPANCY CLASS: GROUP A BUILDING, SECTION 300-1CONSTRUCTION TYPE: SEMI-FIREPROOF, SECTION 301-1 (C)BUILDING HEIGHT LIMITS - TABLE 2 SEMI-FIREPROOF, GROUP A BLDG. - 6 STORIESFLOOR AREA, GROSS: 51,745 SQ. FT.OCCUPANT LOAD, FLOOR: 1293 @ 40 SQ. FT GROSS (SECTION 401-3)
BUILDING DATA
REQUIRED FIRE RESISTANCE RATINGS OF STRUCTURAL ELEMENTS - TABLE 1 (SEMI-FIREPROOF) :EXTERIOR BEARING WALLS 3 HOURSEXTERIOR NON-BEARING WALLS 0 HOURS 30 FT. OR MORE FROM LOT LINE OR OTHER STRUCTUREINTERIOR BEARING WALLS & PARTITIONS 3 HOURSCOLUMNS, GIRDERS, BEAMS, TRUSSES 3 HOURS SUPPORTING MORE THAN ONE FLOOR CONSTRUCTIONFLOOR CONSTRUCTION 2 HOURSROOF CONSTRUCTION, ROOF TRUSSES, ROOF FRAMING 1.5 HOURS HEIGHT TO LOWER CHORD AT HIGHEST FLOOR IS 15 FT. OR LESS
INTERIOR EXIT STAIRWAYS - SECTION 404ENCLOSURE - SECTION 404-2(B) 2 HOURS INTERIOR STAIRWAYS IN UNSPRINKLERED BUILDINGS FOUR STORIES OR MORE IN HEIGHT
NOTE: FIRE PARTITIONS, RATINGS, & SHAFTWAYS ARE BASED ON REQUIREMENTS OF VFSR, AT THE TIME THE BUILDING WAS CONSTRUCTED AND HISTORICALDOCUMENTS AVAILABLE. THESE AREAS HAVE NOT BEEN SURVEYED FOR COMPLIANCE WITH THE VFSR, AND ARE NOT IN THE CONTRACTORS SCOPE OF WORK.
LIFE SAFETY PLAN
PROJECT DATA
N
THE INTENT OF THIS PROJECT IS TO RENOVATE EXISTING, NON-ADAAG COMPLIANT TEACHING LAB SPACES #5010, 5014, 5016, AND 5029 TO PROVIDE ADAAG COMPLIANTRESEARCH LABS. ROOMS # 5024, 5024B, AND 5036 WILL BE RENOVATED AS ADAAG COMPLIANT SUPPORT SPACES TO THE RESEARCH LABS. THE SCOPE OF WORK WILLINCLUDE NEW FINISHES; NEW AND MODIFIED EXISTING CASEWORK AND PLUMBING FIXTURES; NEW LIGHTING; NEW POWER; NEW AND MODIFIED HVAC WORK. SOME MINORRENOVATION WORK WILL OCCUR IN EXISTING RESEARCH LAB 5005 TO PROVIDE ADAAG COMPLIANT COUNTERS, BUT THE REMAINDER OF THIS SPACE WILL REMAIN AS IS.
DESIGN NARRATIVE
ADAAG PROVISIONS :ALL RENOVATED LABS AND SPACES TO RECEIVE THE FOLLOWING ADAAG-COMPLIANT FEATURES, WHERE NONE CURRENTLY EXIST :1. DOOR MANEUVERING CLEARANCES TO THE GREATEST POSSIBLE EXTENT2. DOOR LEVER HARDWARE3. FRONT APPROACH WORKSTATIONS - SOME WITH SINKS, FAUCETS, AND EYE WASH FIXTURES.4. LIGHTING & HVAC CONTROLS
1" = 10'-0"LS1LS1
1 LIFE SAFETY PLAN - FIFTH FLOOR
DERRING HALL - FIFTH FLOOR
ACCESSIBILITY VRC SECTION 705.2 EXISTING, ACCESSIBLE ROUTE TO PRIMARY FUNCTION TO REMAIN
MEANS OF EGRESS VRC SECTION 805.1 EXISTING, ACCESSIBLE MEANS OF EGRESS TO REMAIN
DOOR SWING SECTION 805.4.2 NOT REQ'D. DOOR SWING IN DIRECTION OF EXIT TRAVEL FOR OCC. > 50
ACTUAL ALLOWABLE OCCUPANCY LOAD
LABORATORY VUSBC TABLE 1004.1.2 50 SQ. FT. OF FLOOR AREA PER OCCUPANT - NET, VOCATIONAL USE
TRAVEL DISTANCE ALLOWED VUSBC TABLE 1016.2 200 FEET MAXIMUM: B USE GROUP WITHOUT SPRINKLER SYSTEM
ACTUAL TRAVEL DISTANCE VARIES SEE LIFE SAFETY PLAN, THIS SHEET
ACCESSIBLE ROUTE - EMPLOYEE WORK AREAS VUSBC SECTION 1104.3.1 EXC. 1 COMMON USE CIRCULATION PATHS, LOCATED IN EMPLOYEE WORKAREAS LESS THAN 1000 S.F. IN SIZE AND DEFINED BY PERMANENTLYINSTALLED PARTITIONS, COUNTERS, CASEWORK OR FURNISHINGS,SHALL NOT BE REQ'D. TO BE ACCESSIBLE ROUTES.
1. PER VFSR REQUIREMENTS AT THE TIME OF CONSTRUCTION OF THE BUILDING, CORRIDORS CR-5A & CR-5B ON THE FIFTH FLOOR ARE NOT REQUIRED TOHAVE RATED PARTITIONS, EXCEPT WHERE SHOWN.
CODE DATA NOTE :
INFORMATION REMOVED
50055029B5029
5034 50265014
5016
5016B
REVISIONS DATE
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OFFICE
5081C
5081B
5106
5103
5098
COPY RM.
OFFICE
5099
OFFICE
5095
5090
OFFICE
5091
WORK RM.
5083 5079
E24
E26
5077
E21 WOMEN MEN E19
CL
E17
E20 E18
E22
E23
E14
5069
E15COMP.
LAB
5066
5066A
E13
WOMENE10 MEN E8
E9 E7
CL
E6
E3E11
E2
5005A
E12
ECON. GEOL. LAB
5044
HIGH
PRESSURE LAB
5056HIGH TEMP. LAB
5068
OFFICE
5070C
5070A5100A
5092L
LAB
5046
5070B
5070D
OFFICE
LAB LAB
SEC.
SEC.
LAB
LAB
LAB
OFFICE OFFICE
5064A 5060A
SEC.
5051
PREP. RM
LAB
5005B
5042
OFFICE
OFFICE
5100C
X-RAY &
CRYSTALLOG.
LAB
5050B
5065A5065B
5061A
5016A
5034A
5026A
5017B
OFFICE
5000
OFFICE
5002
LAB
5003
RESEARCH
LAB
5007
RESEARCH
LAB
5010
RESEARCH
LAB
5014
5010A5014A
RESEARCH LAB
5008
OFFICE
5008A
OFFICE
5008B
OFFICE
5016B
OFFICE
5012
RESEARCH LAB
5016
COLDROOM
5016C
RESEARCH LAB
5017
5017A
LAB
5022
LAB
5022A
LAB
5026
DK RM
5026B
AUTO-
CLAVES
5026D
RESEARCH LAB
5028
OFFICE
5028A
OFFICE
5028B
LAB
5029
LAB
5029A
LAB
5029B
OFFICE
5029C
OFFICE
5029D
LAB
5034
OFF.
5036
OFF.
5038OFFICE
5064
LAB
5060
HEAD
SECRETARY
5088
DEPT.
HEAD
OFFICE
5088A
LAB
5100
5100B
SEC.
5100D
READING
ROOM
5086
5086A
OFFICE
5107
OFFICE
5040
OFFICE
5041A
OFFICE
5041
GRADUATE
OFFICES
5043
OFFICE
5045
LAB
5050
OFFICE
5057A
OFFICE
5057
GEOCHEM
LAB
5061
LAB
5067
LAB
5067A
HYDROTHERMAL LAB
5065
STAIR
E25
DN
LAB
5093K
LAB
Q
LAB
P
LAB
NOFFICE
5105
LAB
5093L
LAB
R
OFFICE
5093JOFFICE
5093H
OFFICE
5093G
OFFICE
5093A
OFFICE
5093B
LAB
5093COFFICE
5093D
OFFICE
5093E
OFFICE
5093F
HALL
5093
LAB
5081
OFFICE
OFFICE
LAB
J
LAB
K
STAIR
E16
UP
A
STAIRS
E5
UP
RES.
5008CSTAIRS
E1
DNCORRIDOR
CR-5A
CORRIDOR
CR-5A
LOBBY
CR-5B
CORRIDOR
CR-5C
CORRIDOR
CR-5D
LOBBY
CR-5E
CORRIDOR
CR-5F
CORRIDOR
CR-5F
OFFICE
5049
COMP.
ROOM
5053
LAB
5042A
OFFICE
5044A
OFFICE
5048
LAB
5066B
RESEARCH
LAB
5005
SEC.
5082
OFFICE
5102
CONF.
ROOM
5109
OFFICE
5081A
OFFICE
5094
PSYCHO-
PHYSIOLOGY
CLASS-LAB
5092
HALL
5092M
M
LAB
5076A
LAB
5076F
LAB
5076E5076B
LAB
H
J
OFFICE
5076C
OFFICE
5076D
5076
5076G
COPY
5078
OFFICE
5071
FIFTH FLOOR
EXIST. TO REMAIN
EXIST. TO BE DEMOLISHED
AREA OF WORK
2 HR FIRE RESISTANCE RATING
EXIST. FIXTURES TO BE DEMOLISHED- SEE ELECTRICAL
EXIST. FIXTURES TO REMAIN- SEE ELECTRICAL
LEGEND:
EXIST. FIXTURES TO BE DEMOLISHED- SEE ELECTRICAL
EXIST. FIXTURES TO REMAIN- SEE ELECTRICAL
LAB
5026
LAB
5026
ICE
E03
LAB
5014
LAB
5016
OFFICE
5016B
OFFICE
5014A
LAB
5029B
LAB
5005
LAB
5005B
LAB
5010
LAB
5029
LAB
5034
CORRIDOR
CR-5A
CORRIDOR
CR-5B
LAB
5017
192
142
10
142
10
142
10
142
10
192
142
10
142
10
142
10
10
10 9
9
9
9 9
9
9
1 94
12
1
14
5026B
15
11
ICE
E03
LAB
5007
CORRIDOR
CR-5A
LAB
5000
JANITOR
E06
CORRIDOR
CR-5C
LAB
5017
LAB
5005
LAB
5005B
LAB
5029B
LAB
5029
LAB
5034
LAB
5026
LAB
5026
LAB
5014
LAB
5010
OFFICE
5014A
LAB
5016
OFFICE
5016B
HO
OD
HO
OD
HO
OD
HOODHOOD
CORRIDOR
CR-5B
3 5 3 5
3 5
3 5
3 5
3
5
3 5
3 5 3 5
3 5
3 5
6 6
6
6 6
66
66
6
6
7 7
7 7
7
7
7
7
7
7
88
8
8
8 8
8
7
11
2' -
8"
13
3
3
3
3
7
16
17
18
18 18
17
18
18
18 18
19
1918
17 19
17 19 17 19
WORK AREAS (TYP.)DERRING HALL - FIFTH FLOOR
N
KEY PLAN
N
N
0 16 24 328
1/8" = 1' - 0"
colle
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BID SET
BLA
CK
SB
UR
G . V
IRG
INIA
A1.1
DE
MO
PLA
NS
+ N
OT
ES
SEPTEMBER . 30 . 2016
G843-16-219956
1618
JRW
DE
RR
ING
HA
LL
FIF
TH
FLO
OR
LA
BO
RA
TO
RIE
S
RE
NO
VA
TIO
NS
TO
N
DEMO WORK KEYED NOTES :1. DEMO EXIST. LIGHT FIXTURES, HANGERS, ETC. PATCH &PREP FOR NEW WORK.- SEE ELECTRICAL
2. DEMO EXIST. EXIT SIGNS, HANGERS, ETC. PATCH & PREPFOR NEW WORK.- SEE ELECTRICAL
3. DEMO EXIST. FLOORING & RUBBER BASE. REMOVE ALLADHESIVES, ETC. PATCH & PREP FOR NEW WORK.
4. DEMO EXIST. GRID & ACT, INCLUDING ALL HANGERS, ETC.PATCH & PREP FOR NEW WORK.
5. DEMO EXIST. SURFACE RACEWAY, BOXES, AND DEVICES.PATCH & PREP FOR NEW WORK.- SEE ELECTRICAL
6. DEMO EXIST. DOORS, HARDWARE & LOCKSETS. RETURNLOCKSET CORES TO OWNER. EXIST. FRAMES TO REMAIN.PREP FOR NEW WORK.
7. REMOVE EXIST. BASE & WALL CASEWORK. PATCH & PREPFOR NEW WORK.- REMOVED CASEWORK TO BE STORED FOR POSSIBLE RE-USE. CONTRACTOR TO USE CARE DURING DEMO.- SEE PLUMBING
8. DEMO EXIST. COUNTERTOPS & ANY EXIST. SINKS. EXIST.BASE CASEWORK TO REMAIN. PATCH & PREP FOR NEWWORK.- SEE PLUMBING
9. DEMO EXIST. GRD'S. PREP FOR NEW WORK.- SEE ELECTRICAL - HVAC
10. MODIFY EXIST. HVAC SYSTEMS AS REQ'D. FOR NEW WORK.- SEE MECHANICAL
DEMO WORK GENERAL NOTES :1. CONTRACTOR SHALL PROTECT ALL ADJACENT AREAS TODEMO WORK, INCLUDING THOSE ABOVE OR BELOW AREAS OFWORK. DAMAGE RESULTING FROM DEMO WORK TO BEREPAIRED OR REPLACED AT SOLE COST TO CONTRACTOR & TOSATISFACTION OF OWNER.
2. COORDINATE W/ CNS FOR ALL DEMOED, RELOCATED, ETC.CNS WORK PRIOR TO CONDUCTING WORK- SEE ELECTRICAL
3. CONTRACTOR SHALL STORE & PROTECT ALL ITEMS TO BEREFINISHED, REINSTALLED, ETC. ANY NEW DAMAGE TO ITEMS INCONTRACTOR'S CARE TO BE REPAIRED TO OWNER'SSATISFACTION, INCLUDING POSSIBLE REPLACEMENT OF ITEM.
4. PATCH, FILL, REPAIR ALL EXISTING HOLES, DEFICITS, ETC. INALL EXPOSED SURFACES WITH SIMILAR MATERIALS. ALL WORKTO BE SIMILAR IN TEXTURE & FINISH TO ADJACENT SURFACESTO GREATEST POSSIBLE EXTENT FOR A UNIFORM FINISH. (TYP.)
X
1/8" = 1'-0"A1.1A1.1
2 REFLECTED CEILING PLAN - DEMO 1/8" = 1'-0"A1.1A1.1
1 DEMO PLAN
11. DEMO EXIST. WALK-IN COOLER & ALL ASSOCIATEDACCESSORIES, UTILITIES, FLOORING, BULKHEAD VENTILATIONSCREENS, ETC. PATCH AFFECTED SURFACES TO MATCHADJ. SURFACES & PREP FOR NEW WORK.- SEE ELECTRICAL
12. DEMO EXIST. STAND ALONE HVAC UNIT IN ITS ENTIRETY.REPAIR ROOF PENETRATION AS REQ'D. TO MATCH ADJ.SURFACES, PROVIDE A WEATHERTIGHT REPAIR & MAINTAINCURRENT ROOF WARRANTIES. (TYP.)- SEE MECHANICAL & ELECTRICAL
13. DEMO EXIST. CMU WALL & PARTIAL WALL AS REQ'D. TOACCOMMODATE NEW WORK. PREP EXIST. WALL TO REMAINTO RECEIVE NEW BULLNOSE CMU. (TYP.)
14. DEMO EXIST. BULKHEAD IN ITS ENTIRETY. PATCH & PREPFOR NEW WORK (TYP.)
15. DEMO EXISTING WALL A/C UNIT IN ITS ENTIRETY. PATCH &PREP AFFECTED SURFACES AND WINDOW FRAME AS REQ'D.TO MATCH ADJ. SURFACES. PREP FOR NEW WORK.
16. REMOVE EXISTING EMERGENCY SHOWER/EYE WASHSTATION FOR RE-USE.- SEE PLUMBING
17. DEMO EXISTING DRYING RACKS, UNLESS NOTEDOTHERWISE. PATCH & PREP FOR NEW WORK (TYP.)
18. DEMO EXISTING PAPER TOWEL HOLDERS. PATCH & PREPFOR NEW WORK (TYP.)
19. DEMO EXISTING CORKBOARDS & SHELVING. RETURNCORKBOARDS TO OWNER FOR RIGHT OF FIRST REFUSAL.PATCH SURFACES TO MATCH ADJACENT SURFACES & PREPFOR NEW WORK. (TYP.)
REVISIONS DATE
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EXISTING TO REMAIN
LEGEND:
2 HR FIRE RESISTANCE RATING
AREAS OF WORK
OWNER PROVIDED LAB EQUIPMENT- SEE EQUIPMENT SCHEDULE
ADAAG CLEAR FLOOR AREAS- WORK STATIONS + TURNING CIRCLE
X
ADAAG MANEUVERING CLEARANCE,X = INCHES
X"
X"
LAB
5026
ICE
E03
LAB
5005
LAB
5029B
CORR
CR-5B
LAB
5016
OFFICE
5016B
LAB
5034
LAB
5014
LAB
5005B
LAB
5029
CORR
CR-5A
2
A1.2 A1.3
3
A1.2 A1.3
1
A1.2 A1.3
3
A1.2 A1.2
2
A1.2 A1.2
12
17
13
13
20
LAB
5014
OFFICE
5014A
2' - 7" 8' - 5"
EX
IST
.4
' - 6
1/4
"E
XIS
T.
2' -
7"
16
' - 6
" (E
XIS
T.)
CORR
CR-5A
CORR
CR-5B
23
' - 1
1/4
" (E
XIS
T.)
18
5014
5014-1
5014-3 5014-2
5014A
(EX
IST
.)
6' -
1 3
/4"
2' -
8"
8' - 6"
EQ
.E
Q.
2"
NEW COUNTERTOP-FULL WIDTH
3
A3.1A1.2
SUPPORT BRACKETS,BELOW- SEE CAB. NOTES
10' - 11 3/4" (EXIST.)
31' - 6" (EXIST.)
1
A3.1A1.2
16
8
17
17
17
1
1
4
2
A3.1A1.2
2
2
3
7
7
7 7
12
54
48
115
18
18 1918
54
48
48
48
EXIST.CONDITION
48
48
54
48
48
48
EXIST.CONDITION
LAB
5005B
12
12
14
14
16
15
13
LAB
5005
CORR
CR-5B
LAB
5017
EXIST.HOOD
6' - 0" 15' - 0"
3
A3.1A1.2SUPPORT BRACKETS,BELOW- SEE CABINETRYNOTES
EXIST.HOOD 2" EQ. EQ. EQ. 2"
27' - 5" (EXIST.)7' - 6" (EXIST.)
30
' - 1
1 3
/4"
(EX
IST
.)
4
EXIST.HOOD
EXIST. TOREMAIN
EXIST. TOREMAIN
EXIST. TOREMAIN
EX
IST
. T
O R
EM
AIN
5 12
5
REFURBISH EXIST.EMERGENCY SHOWERTO REMAIN- SEE PLUMBING
54
48
48
48
54
48
48
48
54
48
48
48
EXIST. CONDITION EXIST. CONDITION
EX
IST
. C
ON
DIT
ION
colle
yarc
hitects
pc
desig
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munity
envir
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ent
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BID SET
BLA
CK
SB
UR
G . V
IRG
INIA
A1.2
NE
W W
OR
K -
PLA
NS
,P
AR
TIA
L P
LA
NS
, N
OT
ES
SEPTEMBER . 30 . 2016
G843-16-219956
1618
JRW
DE
RR
ING
HA
LL
FIF
TH
FLO
OR
LA
BO
RA
TO
RIE
S
RE
NO
VA
TIO
NS
TO
N
1/16" = 1'-0"A1.2A1.2
1 NEW WORK - PLAN
1/4" = 1'-0"A1.2A1.2A1.2
3 NEW WORK - PARTIAL PLAN - LAB 5014
N
1/4" = 1'-0"A1.2A1.2A1.2
2 NEW WORK - PARTIAL PLAN - LAB 5005
0 8 12 164
1/4" = 1' - 0"
N
NEW WORK - GENERAL NOTES
1. CONTRACTOR SHALL PROTECT ADJ. SPACES,INCLUDING ABV. & BELOW AREAS OF WORK.CONTRACTOR SHALL REPAIR ALL DAMAGE RESULTINGFROM NEW WORK TO SATISFACTION OF OWNER & ATCONTRACTOR'S SOLE EXPENSE.
2. MODIFY EXIST. STRUCTURE AS REQ'D. TOACCOMMODATE NEW WORK. PATCH, REPAIR & FINISHWITH SIMILAR MATERIALS TO MATCH ADJ. SURFACES &STRUCTURE.
3. CONTRACTOR SHALL PROTECT ALL EXIST. SURFACES &FINISHES FROM DAMAGE DURING NEW WORK. DAMAGEDURING NEW WORK SHALL BE REPAIRED & REPLACED TOMATCH EXIST. AT CONTRACTOR'S EXPENSE & TOTHE SATISFACTION OF THE OWNER.
4. ALL GLAZING SHALL BE PROFESSIONALLY CLEANED ONBOTH SIDES AT SUBSTANTIAL COMPLETION.
NOTE :CONTRACTOR TO FIELD VERIFY EXIST. STRUCTURALCONDITIONS AT LOCATIONS SHOWN FOR NEWPENETRATIONS. CONTRACTOR TO VERIFY EXIST.CONDITIONS W/ GROUND PENETRATING RADAR (GPR) ORSIMILAR PRIOR TO WORK REQUIRING PENETRATIONS.- CONTACT ARCHITECT IMMEDIATELY IF EXIST.CONDITIONS WILL NOT ACCOMMODATE THE DRAWINGS.
NEW WORK - KEYED NOTES
1. PROVIDE & INSTALL NEW COUNTERTOPS ON EXIST.CABINETRY TO REMAIN. (TYP.)- SEE CABINETRY NOTES
2. PROVIDE & INSTALL NEW SINK & FIXTURES- SEE PLUMBING
3. PROVIDE & INSTALL NEW REAGENT SHELVING- SEE CABINETRY NOTES
4. PROVIDE & INSTALL NEW WORKSTATIONS (TYP.)- SEE CASEWORK NOTES & DETAILS
5. PROVIDE & INSTALL NEW FLOORING & BASE.- SEE FINISH SCHEDULE
6. PROVIDE & INSTALL NEW GRID & ACT- SEE FINISH SCHEDULE
7. PROVIDE & INSTALL NEW DOOR & HDWR IN EXIST.FRAME TO REMAIN- SEE DOOR SCHEDULE
8. RELOCATE DEMOED LAUNDRY SINK FROMLAB 5036 & PROVIDE ALL HOOKUPS. (TYP.)- SEE PLUMBING
9. INSTALL OWNER PROVIDED CASEWORK & MAKEFINAL HOOK UPS- SEE ELECTRICAL & PLUMBING
10. REPAIR & REPLACE GLAZING AND EXIST. WINDOWFRAME @ DEMOED A/C UNIT- ALL WORK TO MATCH ADJACENT SURFACES INAPPEARANCE & MATERIAL
11. REFINISH EXIST. WOOD CASEWORK TO REMAIN.RE-USE APPROVED COMPONENTS SALVAGED DURINGDEMO WORK. CONTRACTOR TO PROVIDE NEW IFSALVAGED IS NOT USEABLE. COORDINATE W/ARCHITECT DURING DEMOLITION.- REPAIR & REFINISH SALVAGED COMPONENTS TOMATCH REFINISHED CASEWORK TO REMAIN- PROVIDE & INSTALL NEW PULLS- SEE FINISH & CABINETRY NOTES
12. CONTRACTOR TO MAKE ALL FINAL HOOKUPS TOOWNER PROVIDED EQUIPMENT- SEE PLUMBING & ELECTRICAL- SEE EQUIPMENT SCHEDULE & PLANS
13. THOROUGHLY CLEAN EXIST. HOODS TO REMAIN. ENSUREPROPER WORKING CONDITION OF ALL COMPONENTS & MAKEREMEDIES AS REQ'D.- SEE ELECTRICAL, PLUMBING & MECHANICAL
14. PROVIDE & INSTALL NEW GRD'S- SEE MECHANICAL
15. PROVIDE & INSTALL NEW LIGHT FIXTURES.- SEE ELECTRICAL
16. PROVIDE & INSTALL NEW BULLNOSE CMU AT END OFEXIST. WALL TO REMAIN. TOOTH NEW BULLNOSE CMU INTOEXIST. CMU FOR A SEAMLESS FINISHED INSTALLATION. PREPFOR NEW FINISHES.
17. INSTALL OWNER PROVIDED WORKSTATIONS (TYP.)
18. PROVIDE & INSTALL NEW PAPER TOWEL HOLDERS.COORDINATE FINAL LOCATIONS & MOUNTING HEIGHTS WITHARCHITECT.- SEE FINISH SCHEDULE
19. PROVIDE & INSTALL NEW DRYING RACKS. COORDINATEFINAL LOCATIONS & MOUNTING HEIGHTS WITH ARCHITECT.- SEE FINISH SCHEDULE
20. RELOCATE EXIST. EMERGENCY SHOWER TO NEWLOCATION- SEE PLUMBING
21. EXIST. COUNTERTOP & INTEGRAL SINK TO REMAIN. CLEANTO RESTORE ALL SURFACES TO ORIGINAL FINISHES TOGREATEST EXTENT POSSIBLE. (TYP.)
22. CLEAN & RELAMP EXIST. FIXT. TO REMAIN (TYP.)- SEE ELECTRICAL
23. PROVIDE & INSTALL NEW CEILING UTILITIES PANELS- SEE ELECTRICAL & PLUMBING
24. PROVIDE & INSTALL NEW EMERGENCY SHOWER FIXT.- SEE PLUMBINGNOT TO SCALE
REVISIONS DATE
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12
LAB
5016
OFFICE
5016B
13
13
1824
EXIST.HOOD
14
23
25
4' - 2" 4' - 6" 5' - 0" 4' - 6" 4' - 0"
7' -
10
1/2
" (E
XIS
T.)
7' -
10
" (E
XIS
T.)
31' - 5" (EXIST.) 15' - 6" (EXIST.)
2' -
7"
4' -
10 1
/2"
12
' - 5
1/2
"2
' - 7
"
7' -
2"
(EX
IST
.)
20
CORR
CR-5A
5016-25016-1
5016B
2
A3.1A1.2
5' - 0" 5' - 0" 8' - 0"
3
A3.1A1.2
NEW COUNTERTOP- FULL WIDTH
SUPPORTBRACKETS, BELOW- SEE DETAILS
2"
EQ
.E
Q.
EQ
.2"
12
12
' - 0
"
1
A3.1A1.2
4 1 1
1 1
33
1 21
13
2
2 2
48
48
48
48
12115
5
7 7
1918
18
54
48
48
48
EXIST.CONDITION
54
48
54
48
48
48
EX
IST
.C
ON
DIT
ION
7 2
1
1
1
1
3
1
4
5
6 7
5
810
11
9
LAB
5034
LAB
5026
11' - 5" 7' - 7 1/2"
23
' - 1
"
CORR
CR-5A
CORR
CR-5B
ICE
E03
ADAAG
4' -
3"
4
3' -
7"
3' - 3 1/4"5' - 1 3/4"
5034-1
5034-2
4
1212
2
12
5
5
21
EXIST. EMERGENCYSHOWER TO REMAIN- SEE PLUMBING
7
7
1819
54
48
48
48
EXIST.CONDITION
54
48
48
48
EXIST. CONDITION
2' -
7"
3' -
11 3
/4"
5' -
3"
6' -
6"
5' -
3"
5' -
0"
2' -
7"
5"
25
' - 5
"
12
CLR.
4' - 0"
LAB
5029B
21
2213
18
23
2' - 7" 4' - 1 3/4" 10' - 0" 4' - 1"
23' - 5 1/2" (EXIST.) 11' - 5 1/2" (EXIST.)
31
' - 1
3/4
" (E
XIS
T.)
31
' - 1
3/4
" (E
XIS
T.)
EXIST.HOOD
20
14
CORR
CR-5B
13
12
LAB
5029
1
A3.1A1.2
2
A3.1A1.2
5029B
5029-1 5029-2
1
4
9
9
9
9
9
9
2
2
1
54
48
36
48
5 12
13
10
12 5
7 7
7
18
18
18
18
19
19
19
1
54
48
48
48
EXIST. CONDITION
54
48
48
48
EXIST. CONDITION
EXISTING TO REMAIN
LEGEND:
2 HR FIRE RESISTANCE RATING
OWNER PROVIDED LAB EQUIPMENT- SEE EQUIPMENT SCHEDULE
ADAAG CLEAR FLOOR AREAS @WORK STATIONS + TURNING CIRCLE
X
ADAAG MANEUVERING CLEARANCE,X = INCHES
X"
X"
0 8 12 164
1/4" = 1' - 0"
N
NEW WORK - GENERAL NOTES
1. CONTRACTOR SHALL PROTECT ADJ. SPACES,INCLUDING ABV. & BELOW AREAS OF WORK.CONTRACTOR SHALL REPAIR ALL DAMAGE RESULTINGFROM NEW WORK TO SATISFACTION OF OWNER & ATCONTRACTOR'S SOLE EXPENSE.
2. MODIFY EXIST. STRUCTURE AS REQ'D. TOACCOMMODATE NEW WORK. PATCH, REPAIR & FINISHWITH SIMILAR MATERIALS TO MATCH ADJ. SURFACES &STRUCTURE.
3. CONTRACTOR SHALL PROTECT ALL EXIST. SURFACES &FINISHES FROM DAMAGE DURING NEW WORK. DAMAGEDURING NEW WORK SHALL BE REPAIRED & REPLACED TOMATCH EXIST. AT CONTRACTOR'S EXPENSE & TOTHE SATISFACTION OF THE OWNER.
4. ALL GLAZING SHALL BE PROFESSIONALLY CLEANED ONBOTH SIDES AT SUBSTANTIAL COMPLETION.
NOTE :CONTRACTOR TO FIELD VERIFY EXIST. STRUCTURALCONDITIONS AT LOCATIONS SHOWN FOR NEWPENETRATIONS. CONTRACTOR TO VERIFY EXIST.CONDITIONS W/ GROUND PENETRATING RADAR (GPR) ORSIMILAR PRIOR TO WORK REQUIRING PENETRATIONS.- CONTACT ARCHITECT IMMEDIATELY IF EXIST.CONDITIONS WILL NOT ACCOMMODATE THE DRAWINGS.
NEW WORK - KEYED NOTES
1. PROVIDE & INSTALL NEW COUNTERTOPS ON EXIST.CABINETRY TO REMAIN. (TYP.)- SEE CABINETRY NOTES
2. PROVIDE & INSTALL NEW SINK & FIXTURES- SEE PLUMBING
3. PROVIDE & INSTALL NEW REAGENT SHELVING- SEE CABINETRY NOTES
4. PROVIDE & INSTALL NEW WORKSTATIONS (TYP.)- SEE CASEWORK NOTES & DETAILS
5. PROVIDE & INSTALL NEW FLOORING & BASE.- SEE FINISH SCHEDULE
6. PROVIDE & INSTALL NEW GRID & ACT- SEE FINISH SCHEDULE
7. PROVIDE & INSTALL NEW DOOR & HDWR IN EXIST.FRAME TO REMAIN- SEE DOOR SCHEDULE
8. RELOCATE DEMOED LAUNDRY SINK FROMLAB 5036 & PROVIDE ALL HOOKUPS. (TYP.)- SEE PLUMBING
9. INSTALL OWNER PROVIDED CASEWORK & MAKEFINAL HOOK UPS- SEE ELECTRICAL & PLUMBING
10. REPAIR & REPLACE GLAZING AND EXIST. WINDOWFRAME @ DEMOED A/C UNIT- ALL WORK TO MATCH ADJACENT SURFACES INAPPEARANCE & MATERIAL
11. REFINISH EXIST. WOOD CASEWORK TO REMAIN.RE-USE APPROVED COMPONENTS SALVAGED DURINGDEMO WORK. CONTRACTOR TO PROVIDE NEW IFSALVAGED IS NOT USEABLE. COORDINATE W/ARCHITECT DURING DEMOLITION.- REPAIR & REFINISH SALVAGED COMPONENTS TOMATCH REFINISHED CASEWORK TO REMAIN- PROVIDE & INSTALL NEW PULLS- SEE FINISH & CABINETRY NOTES
12. CONTRACTOR TO MAKE ALL FINAL HOOKUPS TOOWNER PROVIDED EQUIPMENT- SEE PLUMBING & ELECTRICAL- SEE EQUIPMENT SCHEDULE & PLANS
1/4" = 1'-0"A1.3A1.3A1.2
1 NEW WORK - PARTIAL PLAN - LAB 5016
1/4" = 1'-0"A1.3A1.3A1.2
2
NEW WORK - PARTIAL PLAN -LAB 5026 + LAB 5034
1/4" = 1'-0"A1.3A1.3A1.2
3 NEW WORK - PARTIAL PLAN - LAB 5029
N
N
colle
yarc
hitects
pc
desig
ncom
munity
envir
onm
ent
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BID SET
BLA
CK
SB
UR
G . V
IRG
INIA
A1.3
NE
W W
OR
K -
PA
RT
IAL P
LA
NS
SEPTEMBER . 30 . 2016
G843-16-219956
1618
JRW
DE
RR
ING
HA
LL
FIF
TH
FLO
OR
LA
BO
RA
TO
RIE
S
RE
NO
VA
TIO
NS
TO
13. THOROUGHLY CLEAN EXIST. HOODS TO REMAIN. ENSUREPROPER WORKING CONDITION OF ALL COMPONENTS & MAKEREMEDIES AS REQ'D.- SEE ELECTRICAL, PLUMBING & MECHANICAL
14. PROVIDE & INSTALL NEW GRD'S- SEE MECHANICAL
15. PROVIDE & INSTALL NEW LIGHT FIXTURES.- SEE ELECTRICAL
16. PROVIDE & INSTALL NEW BULLNOSE CMU AT END OFEXIST. WALL TO REMAIN. TOOTH NEW BULLNOSE CMU INTOEXIST. CMU FOR A SEAMLESS FINISHED INSTALLATION. PREPFOR NEW FINISHES.
17. INSTALL OWNER PROVIDED WORKSTATIONS (TYP.)
18. PROVIDE & INSTALL NEW PAPER TOWEL HOLDERS.COORDINATE FINAL LOCATIONS & MOUNTING HEIGHTS WITHARCHITECT.- SEE FINISH SCHEDULE
19. PROVIDE & INSTALL NEW DRYING RACKS. COORDINATEFINAL LOCATIONS & MOUNTING HEIGHTS WITH ARCHITECT.- SEE FINISH SCHEDULE
20. RELOCATE EXIST. EMERGENCY SHOWER TO NEWLOCATION- SEE PLUMBING
21. EXIST. COUNTERTOP & INTEGRAL SINK TO REMAIN. CLEANTO RESTORE ALL SURFACES TO ORIGINAL FINISHES TOGREATEST EXTENT POSSIBLE. (TYP.)
22. CLEAN & RELAMP EXIST. FIXT. TO REMAIN (TYP.)- SEE ELECTRICAL
23. PROVIDE & INSTALL NEW CEILING UTILITIES PANELS- SEE ELECTRICAL & PLUMBING
24. PROVIDE & INSTALL NEW EMERGENCY SHOWER FIXT.- SEE PLUMBING
REVISIONS DATE
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EQ. EQ.
CLR
.
3' -
0"
9' - 0"A.F.F.
EXIST.
EQ. EQ.
ALIGN
9' - 0"A.F.F. LAB
5026
LAB
5034
ICE
E03
LAB
5014
OFFICE
5014A
LAB
5016
LAB
5029
LAB
5029B
LAB
5005
LAB
5005B
LAB
5017
9' - 0"A.F.F.
CLR
.
3' -
0"
EQ. EQ.
ALIGN
9' - 0"A.F.F.
EXIST.
9' - 0"A.F.F.
EXIST.
EXIST.
EXIST.
EXIST.
CORR
CR-5A
CORR
CR-5B
CORR
CR-5B
EXIST.
4
A3.1A1.4
4
A3.1A1.4
(TYP.)
(TYP.)
NEW BULKHEAD- SEE DETAILS
NEW BULKHEAD- SEE DETAILS
EXIST.
OPEN TO DECK
OPEN TO DECK
14
22
22
22
22
6
14
6
22
EQ. EQ.
ALIGN
EQ
.E
Q.
14
15
23
15
O1 O1O1
O1
O1
O1
6
15
15
6
10
EQ.EQ.
14 156
24
24
14
23
2214
24
EQ
.E
Q.
EXISTING TO REMAIN
LIGHT FIXTURE- SEE ELECTRICAL
SUPPLY AIR DIFFUSER- SEE MECHANICAL
RETURN AIR GRILLE- SEE MECHANICAL
OCC. SENSOR & CEILING SERVICE PANEL- SEE ELECTRICAL
EMERGENCY SHOWER- SEE PLUMBING
LEGEND:
2 HR FIRE RESISTANCE RATING
NEW WORK
O1
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
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1/8" = 1'-0"A1.4A1.4
1 NEW WORK - REFLECTED CEILING PLAN
0 16 24 328
1/8" = 1' - 0"
N
NEW WORK - GENERAL NOTES
1. CONTRACTOR SHALL PROTECT ADJ. SPACES,INCLUDING ABV. & BELOW AREAS OF WORK.CONTRACTOR SHALL REPAIR ALL DAMAGE RESULTINGFROM NEW WORK TO SATISFACTION OF OWNER & ATCONTRACTOR'S SOLE EXPENSE.
2. MODIFY EXIST. STRUCTURE AS REQ'D. TOACCOMMODATE NEW WORK. PATCH, REPAIR & FINISHWITH SIMILAR MATERIALS TO MATCH ADJ. SURFACES &STRUCTURE.
3. CONTRACTOR SHALL PROTECT ALL EXIST. SURFACES &FINISHES FROM DAMAGE DURING NEW WORK. DAMAGEDURING NEW WORK SHALL BE REPAIRED & REPLACED TOMATCH EXIST. AT CONTRACTOR'S EXPENSE & TOTHE SATISFACTION OF THE OWNER.
4. ALL GLAZING SHALL BE PROFESSIONALLY CLEANED ONBOTH SIDES AT SUBSTANTIAL COMPLETION.
NOTE :CONTRACTOR TO FIELD VERIFY EXIST. STRUCTURALCONDITIONS AT LOCATIONS SHOWN FOR NEWPENETRATIONS. CONTRACTOR TO VERIFY EXIST.CONDITIONS W/ GROUND PENETRATING RADAR (GPR) ORSIMILAR PRIOR TO WORK REQUIRING PENETRATIONS.- CONTACT ARCHITECT IMMEDIATELY IF EXIST.CONDITIONS WILL NOT ACCOMMODATE THE DRAWINGS.
NEW WORK - KEYED NOTES
1. PROVIDE & INSTALL NEW COUNTERTOPS ON EXIST.CABINETRY TO REMAIN. (TYP.)- SEE CABINETRY NOTES
2. PROVIDE & INSTALL NEW SINK & FIXTURES- SEE PLUMBING
3. PROVIDE & INSTALL NEW REAGENT SHELVING- SEE CABINETRY NOTES
4. PROVIDE & INSTALL NEW WORKSTATIONS (TYP.)- SEE CASEWORK NOTES & DETAILS
5. PROVIDE & INSTALL NEW FLOORING & BASE.- SEE FINISH SCHEDULE
6. PROVIDE & INSTALL NEW GRID & ACT- SEE FINISH SCHEDULE
7. PROVIDE & INSTALL NEW DOOR & HDWR IN EXIST.FRAME TO REMAIN- SEE DOOR SCHEDULE
8. RELOCATE DEMOED LAUNDRY SINK FROMLAB 5036 & PROVIDE ALL HOOKUPS. (TYP.)- SEE PLUMBING
9. INSTALL OWNER PROVIDED CASEWORK & MAKEFINAL HOOK UPS- SEE ELECTRICAL & PLUMBING
10. REPAIR & REPLACE GLAZING AND EXIST. WINDOWFRAME @ DEMOED A/C UNIT- ALL WORK TO MATCH ADJACENT SURFACES INAPPEARANCE & MATERIAL
11. REFINISH EXIST. WOOD CASEWORK TO REMAIN.RE-USE APPROVED COMPONENTS SALVAGED DURINGDEMO WORK. CONTRACTOR TO PROVIDE NEW IFSALVAGED IS NOT USEABLE. COORDINATE W/ARCHITECT DURING DEMOLITION.- REPAIR & REFINISH SALVAGED COMPONENTS TOMATCH REFINISHED CASEWORK TO REMAIN- PROVIDE & INSTALL NEW PULLS- SEE FINISH & CABINETRY NOTES
12. CONTRACTOR TO MAKE ALL FINAL HOOKUPS TOOWNER PROVIDED EQUIPMENT- SEE PLUMBING & ELECTRICAL- SEE EQUIPMENT SCHEDULE & PLANS
13. THOROUGHLY CLEAN EXIST. HOODS TO REMAIN. ENSUREPROPER WORKING CONDITION OF ALL COMPONENTS & MAKEREMEDIES AS REQ'D.- SEE ELECTRICAL, PLUMBING & MECHANICAL
14. PROVIDE & INSTALL NEW GRD'S- SEE MECHANICAL
15. PROVIDE & INSTALL NEW LIGHT FIXTURES.- SEE ELECTRICAL
16. PROVIDE & INSTALL NEW BULLNOSE CMU AT END OFEXIST. WALL TO REMAIN. TOOTH NEW BULLNOSE CMU INTOEXIST. CMU FOR A SEAMLESS FINISHED INSTALLATION. PREPFOR NEW FINISHES.
17. INSTALL OWNER PROVIDED WORKSTATIONS (TYP.)
18. PROVIDE & INSTALL NEW PAPER TOWEL HOLDERS.COORDINATE FINAL LOCATIONS & MOUNTING HEIGHTS WITHARCHITECT.- SEE FINISH SCHEDULE
19. PROVIDE & INSTALL NEW DRYING RACKS. COORDINATEFINAL LOCATIONS & MOUNTING HEIGHTS WITH ARCHITECT.- SEE FINISH SCHEDULE
20. RELOCATE EXIST. EMERGENCY SHOWER TO NEWLOCATION- SEE PLUMBING
21. EXIST. COUNTERTOP & INTEGRAL SINK TO REMAIN. CLEANTO RESTORE ALL SURFACES TO ORIGINAL FINISHES TOGREATEST EXTENT POSSIBLE. (TYP.)
22. CLEAN & RELAMP EXIST. FIXT. TO REMAIN (TYP.)- SEE ELECTRICAL
23. PROVIDE & INSTALL NEW CEILING UTILITIES PANELS- SEE ELECTRICAL & PLUMBING
24. PROVIDE & INSTALL NEW EMERGENCY SHOWER FIXT.- SEE PLUMBING
REVISIONS DATE
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DOOR TYPES
A
4" 6"
10"
SEE DOORSCHEDULE
SE
E D
OO
R S
CH
ED
ULE
2' -
10
"
CONTRACTOR TO PROVIDE SHOP DRAWINGS.
1. MATERIALS:A. LUMBER SHALL BE PROPERLY AIR DRIED & SCIENTIFICALLY KILN-DRIED TO A MOISTURE CONTENT OF 6% TO 8%, THEN TEMPERED BEFORE FABRICATION.B. ALL PLYWOOD TO HAVE EXPOSED SURFACES W/ VENEER SPECIES AND GRAIN TO MATCH EXIST. PLYWOOD AS MANUFACTURED BY COLUMBIA FOREST PRODUCTS, ORAPPROVED EQUAL.
2. EXIST. CASEWORK TO REMAIN OR BE RELOCATED TO REFINISHED W/ STAIN FINISHES TO MATCH EXIST. NEW WOOD CASEWORK, WOOD TRIM, ETC. TO BE STAINED TO MATCHEXIST.
3. ALL CASEWORK TO RECEIVE PULLS AS MANUFACTURED BY HAFELE, ITEM NO. 117.05.620, OR SIMILAR. VERIFY FINAL STYLE, FINISH, AND LENGTHS W/ ARCHITECT. FINISHES TOBE DETERMINED BY ARCHITECT FROM FULL RANGE OF MANUFACTURER'S OPTIONS. ALL VERTICALLY INSTALLED PULLS TO BE 9 1/2" LONG OVERALL, UNLESS OTHERWISEINDICATED.
4. ALL NEW COUNTERTOPS, BACKSPLASHES, SIDE SPLASHES, APRONS, ETC. TO HAVE PLASTIC LAMINATE FINISHES.
5. COUNTERTOPS : 1 1/2" THICK HIGH DENSITY CORES WITH PLAM FINISH. REFER TO DRAWINGS FOR COUNTERTOP EDGE PROFILES (TYP.)- COUNTERTOPS TO HAVE FULL LENGTH BACKSPLASHES, SIDESPLASHES, AND APRONS. BACKSPLASHES AND SIDESPLASHES MAY BE ON THREE SIDES, REFER TO DRAWINGS.- BACKSPLASHES, SIDESPLASHES, AND APRONS TO HAVE SELF EDGE PROFILES.
6. PLAM AS MANUFACTURED BY WILSONART. COLORS TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD COLORS.
7. HVY. DTY. BRACKETS TO BE EH SERIES - COUNTERTOP SUPPORT ALUMINUM BRACKETS, MODEL EH-1824, AS MANUFACTURED BY RAKKS, OR APPROVED EQUAL. BRACKETSTO SUPPORT MINIMUM 300 LBS EACH. COORDINATE FINISH W/ ARCHITECT.
8. WALL MOUNTED LABORATORY PEGBOARD DRYING RACKS AS MANUFACTURED BY KEWAUNEE. 30" X 30" WITH DRIP TROUGHS, AND KEMRESIN FINISH. PROVIDE & INSTALL ALLREQ'D. MOUNTING EQUIPMENT AND APPURTENANCES BY SAME MANUFACTURER. ONE PEGBOARD PER SINK, EITHER WALL MOUNTED OR MOUNTED ON REAGENT SHELVING.INSTALL PER MANUFACTURER'S SPECIFIC INSTRUCTIONS. COORDINATE FINAL LOCATIONS AND MOUNTING HEIGHTS WITH ARCHITECT.
9. REAGENT SHELVES AS MANUFACTURED BY KEWAUNEE. ALPHA SYSTEM CENTER BENCH SHELVING WITH TWO ADJUSTABLE SHELVES, 42" TALL. SHELVES TO HAVE INTEGRALLIP GUARDS. PROVIDE & INSTALL ALL REQ'D. MOUNTING EQUIPMENT AND APPURTENANCES BY SAME MANUFACTURER. FINISHES AND COLORS TO BE SELECTED BY ARCHITECTFROM MANUFACTURER'S FULL RANGE OF OPTIONS. INSTALL PER MANUFACTURER'S SPECIFIC INSTRUCTIONS. COORDINATE FINAL LOCATIONS WITH ARCHITECT. PROVIDE &INSTALL ALL REQ'D. BLOCKING IN WALLS OR CASEWORK. COORDINATE W/ OTHER TRADES AS REQ'D.
PLASTIC LAMINATE FINISHES:
PL1 - COUNTERTOPS, BACKSPLASHES, SIDESPLASHES, AND APRONS TO BE CHEMSURF LAMINATE, AS MANUFACTURED BY WILSONART. COLOR TO BE BLACK.
CABINETRY SPECIFICATIONS:
DOOR HARDWARE NOTES1. PROVIDE & INSTALL CLOSER.
2. PROVIDE & INSTALL CLASSROOM SET.
3. PROVIDE & INSTALL PASSAGE SET.
4. PROVIDE & INSTALL KICK PLATES.
5. PROVIDE & INSTALL DOOR BUMPERS.
6. PROVIDE & INSTALL FLOOR MOUNTED DOOR STOP.
7. PROVIDE & INSTALL TRANSITION STRIP.
DOOR NOTES:
A. DOORS-
1. WOOD DOORS TO BE MOHAWK, PREMIUM 200 SERIES, ORAPPROVED EQUAL.
2. WOODS & VENEERS TO BE FSC CERTIFIED.
3. VENEERS & CORES TO IMPLEMENT FORMALDEHYDE-FREEASSEMBLY PROCESSES AND USE ADHESIVES CONTAINING NO ADDEDFORMALDEHYDE.
4. VENEER TO BE "SELECT WHITE" BIRCH, PREMIUM GRADE, PLAINSLICED, SLIP MATCHED.
5. DOORS SHALL BE FACTORY PRE-FINISHED; STAIN COLOR TO BESELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OFSTD FINISHES. CONTRACTOR TO PROVIDE 6"X6" PHYSICAL FINISHSAMPLE ON SPECIFIED WOOD SPECIES.
6. FINISH SHALL BE WDMA TR-6 UV CURED URETHANE.POLYURETHANE SHALL BE UV CURED TO PRODUCE A FINISH PERWDMA I.S. 1-A. TOP & BOTTOM RAILS SHALL BE COMPLETELYSEALED W/ AN APPROVED WOOD SEALER.
7. WOOD DOORS WITH GLAZING SHALL HAVE LITE MOULDING EQUALTO VT INDUSTRIES VT7. COORDINATE WITH ARCHITECT.
8. PRE-FIT FOR OPENING SIZE AND PRE-MACHINE FOR HARDWARE ASSPECIFIED.
9. FIRE RESISTANCE RATED DOORS & FRAMES REQUIRE METALAPPLIED LABEL INDICATING RATING DESIGNATION. CONTRACTORSHALL COORDINATE ALL FIRE PROTECTIVE ASSEMBLYCOMPONENTS TO MEET OR EXCEED SPECIFIED RATINGS.COMPONENTS TO INCLUDE, BUT NOT LIMITED TO, DOOR SLABS &EDGE REINFORCEMENTS, TRANSOM COMPONENTS, LOCKSETS,HDWR, GLAZING, FIRE DAMPERS, ETC.
10. DOORS SHALL BE INTERNALLY REINFORCED FOR ATTACHMENTOF HARDWARE WITHOUT USE OF THROUGH BOLTS.
B. DOOR HARDWARE-
1. DOOR HARDWARE TO BE McKINNEY, SERIES TA 2714, TA 2314, T4A3786, T4A 3386.
2. OUTSWINGING LOCKABLE DOORS SHALL HAVE NRP HINGES.
3. WIDTH OF HINGES SHALL BE SUFFICIENT TO CLEAR TRIM ANDWALL CONDITIONS AS SHOWN IN THE DRAWINGS.
4. SIZE: 4 1/2" X 4 1/2" FOR DOORS UP TO 3'-0" IN WIDTH, 5" X 4 1/2"FOR DOORS OVER 3-0" IN WIDTH. PROVIDE HEAVY WEIGHT HINGES(.180).
5. CLOSER: LCN 4040XP SERIES WITH METAL COVER OR APPROVEDEQUAL.
6. FLOOR MOUNTED STOPS: ROCKWOOD 441 DOME STYLE, FINISHTO BE SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGEOF FINISHES. CONFIRM LOCATION WITH OWNER & ARCHITECT PRIORTO INSTALLATION.
7. KICK PLATES: ROCKWOOD, K1062 HEAVY DUTY, 10" TALL & 2"LESS DOOR WIDTH, FINISH TO BE SELECTED BY OWNER FROMMANUFACTURER'S FULL RANGE OF FINISHES.
DOOR NOTES (CONT'D.) :
C. LOCKSETS AND LATCHSETS-
1. BEST, 9K SERIES, 16D TRIM DESIGN
2. LOCKSETS MUST BE EXTRA HEAVY DUTY CYLINDRICAL TYPE WITH 2-3/4"BACKSET, OR GREATER AS SPECIFIED, WITH 9/16" THROW LATCHBOLT.
3. LOCKSETS AND LATCHSETS MUST CONFORM TO ANSI A156.2, SERIES4000, GRADE 1, AND BE UL LISTED.
4. DOOR HARDWARE TO BE LEVER STYLE AND ADA COMPLIANT. COORDINATESTYLE WITH OWNER AND ARCHITECT.
5. KEYED LEVER TO BE REMOVABLE ONLY AFTER CORE IS REMOVED, BYAUTHORIZED CONTROL KEY, TO ALLOW ACCESS TO LEVER "KEEPER".
6. LEVERS MUST BE ZINC MATERIAL WITH A MINIMUM WALL THICKNESS OF.060 INCHES.
7. LOCKSETS MUST BE AVAILABLE WITH TACTILE LEVER FORIDENTIFICATION OF HAZARDOUS AREAS.
8. PERMANENT CORE FACE MUST BE THE SAME FINISH AS THE LOCKSETFINISH.
9. IF THROUGH-BOLTING IS REQUIRED FOR ADDED STRENGTH OFINSTALLATION. MANUFACTURER WILL PACK A THROUGH BOLT DRILL JIGWITH EACH LOCKSET TO AID INSTALLER.
10. LOCKSETS AND LATCHSETS SHALL BE NON-HANDED BY DESIGN.
D. CYLINDERS AND KEYING
1. PROVIDE (ALL BRASS OPTION) CONSTRUCTION CORES AND KEYS DURINGTHE CONSTRUCTION PERIOD. CONSTRUCTION, CONTROL AND OPERATING KEYSAND CORES SHALL NOT BE PART OF THE OWNERS PERMANENT KEYINGSYSTEM. PERMANENT KEYING WILL BE WORKED BETWEEN THE OWNER ANDTHE LOCAL BEST REPRESENTATIVE. PERMANENT CORES AND KEYSPREPARED ACCORDING TO THE ACCEPTED KEYING SCHEDULE WILL BEFURNISHED TO THE OWNER BY THE LOCAL BEST REPRESENTATIVE PRIOR TOOCCUPANCY. THE OWNER OR OWNER'S AGENT WILL INSTALL THEPERMANENT CORES AND RETURN THE CONSTRUCTION CORES TO THE BESTFACTORY REPRESENTATIVE. 2. ALL CYLINDERS SHALL BE BEST 7-PIN, INTERCHANGEABLE CORE ANDKEYED INTO AN EXISTING FACTORY REGISTERED GRAND MASTER KEYSYSTEM.
E. GLAZING
1. ALL DOOR GLAZING & SIDELITE GLAZING SHALL BE SAFETY GLAZING.
2. RATED DOOR GLAZING & SIDELITE GLAZING ASSEMBLIES TO BE FIRELITENT PREMIUM GRADE OR APPROVED EQUAL, TO MEET PROTECTED DOORASSEMBLY RATING.
3. SAFETY GLAZING TO COMPLY WITH TESTING REQUIREMENTS IN 16 CFR1201 & ANSI Z97.1. SAFETY GLAZING SHALL BE PROVIDED IN ALLHAZARDOUS LOCATIONS DEFINED IN VCC SECTION 2406.
DOOR SCHEDULEDOOR
NO.
DOOR DOORFRAME JAMB HD'W. REMARKSTYPE W H T MAT'L. GLASS
5014 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5014-1 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5014-2 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5014-3 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5016-1 A 3' - 4" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5016-2 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5016B A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. / SURFACE HINGES 1,2,4,5,6,7 FACTORY FINISH
5029-1 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5029-2 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5029B A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 3,4,5,6 FACTORY FINISH
5034-1 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
5034-2 A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD SAFETY EXIST. EXIST. 1,2,4,5,6,7 FACTORY FINISH
FINISH SCHEDULE
ROOM NO. ROOM NAMEFLOORFINISH
BASEMATERIAL
WALL CEILING
MATERIAL FINISH MATERIAL HEIGHT
5005 LAB VET RUBBER EXIST. PAINT EXIST. EXIST.
5005B LAB VET RUBBER EXIST. PAINT EXIST. EXIST.
5014 LAB VET RUBBER EXIST. PAINT GRID + ACT 9' - 0"
5014A OFFICE VET RUBBER EXIST. PAINT EXIST. EXIST.
5016 LAB VET RUBBER EXIST. PAINT GRID + ACT 9' - 0"
5016B OFFICE CARPET RUBBER EXIST. PAINT EXIST. EXIST.
5026 LAB VET RUBBER EXIST. PAINT GRID + ACT 9' - 0"
5029 LAB VET RUBBER EXIST. PAINT GRID + ACT 9' - 0"
5029B LAB VET RUBBER EXIST. PAINT EXIST. EXIST.
5034 LAB VET RUBBER EXIST. PAINT NEW ACT IN EXIST. GRID EXIST.
E03 ICE VET RUBBER EXIST. PAINT GRID + ACT 9' - 0"
GENERAL DOOR NOTE :ALL EXIST. DOORS TO REMAIN IN SCOPE OF WORK :- REMOVE ALL NAILS, SCREWS & OTHER EXIST. PROTRUSIONS.- SMOOTH, FILL OR REPLACE ALL SURFACE DELAMINATIONS, GOUGES & SIMILAR IMPERFECTIONS LARGER THAN ONE INCHDIAMETER TO MATCH ADJACENT SURFACES & FINISHES.
1. ALL NEW DOOR HARDWARE & LOCKSETS TO BE ADAAG COMPLIANT LEVERS, SS W/ BRUSHED SATIN FINISHES.2. EXISTING & NEW DOOR FRAMES TO BE FREE OF DRIPS & BUILD UPS, ETC. TO PROVIDE A SMOOTH, PROFESSIONALAPPEARANCE.3. PAINT FRAMES TO MATCH FINISHES ON EACH SIDE OF FRAME, IF FINISHES ARE DIFFERENT ON EACH SIDE OF FRAME,COORDINATE WITH ARCHITECT. SEE FINISH SCHEDULE.
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
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AS NOTED
WORK ORDER
BID SET
BLA
CK
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G . V
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SEPTEMBER . 30 . 2016
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1. ACT & GRID:- ACT1 - ARMSTRONG - CIRRUS SQUARE LAY-IN 584, TEGULAR, HUMIGUARD PLUS, 24" X 24", 15/16" PRELUDE GRID, COLOR = WHITE.
2. FLOORING:- F1 – JOHNSONITE, VET (VINYL ENHANCED TILE), COLOR ESSENCE, COLOR TBD. TRANSITION STRIPS TO BE FROM SAME MANUFACTURER. COLOR & PROFILE TO BESELECTED BY ARCHITECT FROM MANUFACTURER’S FULL RANGE OF COLORS AND PROFILES.A. CONTRACTOR TO PREPARE SURFACES PER MANUFACTURER’S SPECIFIC INSTRUCTIONS.B. INSTALL PER MANUFACTURER’S SPECIFIC INSTALLATION INSTRUCTIONS.C. TRANSITION STRIPS TO BE INSTALLED & CENTERED BELOW DOOR IN CLOSED POSITION. COORDINATE FINAL LOCATIONS W/ ARCHITECT, INCLUDING DOOR FRAMESWITHOUT DOORS.- F2 - SHAW GROUP, 24" X 24" CARPET TILES. STYLE AND COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF OPTIONS.
3. RUBBER BASE:- B1 - CASEWORK - JOHNSONITE TRADITIONAL WALL BASE, 4". COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.- B2 - WALL - JOHNSONITE TRADITIONAL WALL BASE, 6". COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.
4. PAINT:- P1 - WALLS - SHERWIN WILLIAMS, EGG SHELL, COLOR TO BE SELECTED FROM MANUFACTURER'S FULL RANGE OF COLOR OPTIONS.- P2 - DOOR FRAMES - SHERWIN WILLIAMS, SEMI-GLOSS, COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLOR OPTIONS.- P3 - CEILINGS - SHERWIN WILLIAMS, FLAT, COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLOR OPTIONS.A. ALL EXISTING AND NEW EXPOSED PIPING, CONDUIT, STRUCTURE, INSULATION, ETC. ASSOCIATED WITH THE WORK SHALL BE PAINTED TO MATCH ADJACENT SURFACES.COORDINATE W/ ARCHITECT.B. ALL NON-STAINLESS STEEL, EXISTING AND NEW ACCESS PANELS & ACCESS DOORS IN AREAS OF WORK SHALL BE PAINTED TO MATCH ADJACENT SURFACES.COORDINATE COLORS & SHEENS W/ ARCHITECT.C. ALL PAINTED SURFACES TO RECEIVE ONE (1) COAT NO/LOW VOC PRIMER & TWO (2) COATS NO/LOW VOC PAINT.D. SURFACES TO REMAIN & RECEIVE NEW FINISHES TO BE FREE OF ALL EXIST. OR NEW BUILD-UPS, DRIPS, ETC. TO PROVIDE FINISHES WITH A SMOOTH, PROFESSIONALAPPEARANCE.E. EXISTING DOOR FRAMES TO REMAIN & RECEIVE NEW PAINT FINISHES SHALL BE CLEANED OF EXIST. DRIPS OR BUILD UPS PRIOR TO PAINTING. ABANDONED HINGE, STRIKE,ETC. RECESSES TO BE PATCHED FLUSH & WITH NO GAPS WITH MAIN SURFACES OF FRAME. (TYP.)
5. WOOD STAIN :ALL EXISTING & NEW WOOD CASEWORK AND TRIM TO BE SANDED, PREPPED AND STAINED TO MATCH EXISTING. COORDINATE FINAL STAIN COLOR WITH ARCHITECT.- S1 - SHERWIN WILLIAMS WOOD STAIN. COLORS TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STD FINISHES.A. ALL STAINED SURFACES TO RECEIVE 2 COATS SHERWIN WILLIAMS WATER BASED POLYURETHANE, SATIN FINISH.
6. MINI-BLINDS TO BE SELECTED FROM HUNTER DOUGLAS DECOR COLLECTION, OR APPROVED EQUAL. 262 STEEL WIND BRUSHED FINISH, WITH 1" BLADES.
7. PAPER TOWEL DISPENSERS AS MANUFACTURED BY BOBRICK, B-263, W/ STAINLESS STEEL FINISH. ONE DISPENSER AT EACH SINK LOCATION. COORDINATE FINALMOUNTING LOCATION & HEIGHT WITH ARCHITECT.
8. ALL EXIST. RADIATORS TO RECEIVE ONE COAT HIGH TEMPERATURE PRIMER & TWO FINISH COATS HIGH TEMPERATURE PAINT. PAINT TO BE SHERWIN WILLIAMS, SATINFINISH. COLORS TO BE SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGE OF STD COLORS.
MATERIAL FINISH NOTES
NOTE : CONTRACTOR TO CONFIRM DIMENSIONS OF ALL EXISTING DOOR FRAMES TO REMAIN.
DOOR SCHEDULE NOTES :
NOTE:PRIOR TO CORE DRILLING, CONTRACTOR SHALL PROPERLY SURVEY THE EXISTING FLOOR USING X-RAY, GPR, OR OTHER ACCEPTABLE METHOD TO LOCATE REBAR, STRUCTURAL MEMBERS, IN-SLABUTILITIES, OR OTHER IN-SLAB OBSTRUCTIONS. ALL CORES TO BE RETAINED AND PROVIDED TO THEUBO FOR INSPECTION. ANY STRUCTURAL REMEDIATION REQUIRED DUE TO CONTRACTOR'SNEGLIGENCE SHALL BE PERFORMED BY CONTRACTOR AT NO ADDITIONAL CHARGE TO VA TECH.
1. ALL VISIBLE CMU, CONCRETE, VENEER PLASTER & GYP. BD. SURFACES IN AREAS OF WORK SHALL BE PAINTED TO MATCH ADJACENT SURFACES, UNLESSNOTED OTHERWISE. COORDINATE W/ ARCHITECT.
2. ALL NEW CEILING HEIGHTS TO BE AS HIGH AS POSSIBLE. LISTED HEIGHTS ARE MINIMUMS UNLESS NOTED OTHERWISE.
3. ALL NEW & EXIST. VENEER PLASTER FINISHES AND NEW & EXIST. GYP. BD. SURFACES TO BE MINIMUM LEVEL 4 FINISH PER USG OR NATIONAL GYPSUMSTANDARDS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL RENDER ALL SUCH SURFACES TO SPECIFIED LEVEL OF FINISH.
GENERAL FINISH NOTES
REVISIONS DATE
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# - EQUIPMENT SCHEDULE
MANUFACTURER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
MARK DESCRIPTION PROVIDED BY
-80°C FREEZER
REFRIGERATED SHAKER/INCUBATOR
ULTRACENTRIFUGE
DRYING OVEN
ICE MAKER
SONICATOR
SHAKER/INCUBATOR
DISHWASHER
VWR
HIGH-SPEED CENTRIFUGE
PLANT GROWTH CHAMBER
FRENCH PRESS
AUTOCLAVE
-20/-30°C FREEZER REVCO
4°C REFRIGERATOR THERMO
INSTALLED BY
CONTRACTOR
CONTRACTOR
OWNER
OWNER
MODELWIDTH
SIZE
DEPTH VOLTS PHASE AMPS HP KW
ELECTRICAL
HW CW IW
PLUMBING
SIZE BTU/HR
GAS
INCUBATOR - STATIC
SHAKER/INCUBATOR
REVCO ULT1875-5-A12 40" 34" CONTRACTOROWNER
CONTRACTOROWNER
CONTRACTOROWNER
FISHER 500
HEIGHT
76"
1380FM
CONTRACTOROWNER
CONTRACTOROWNER
STEELCO VS 6/1 CONTRACTOROWNER
BECKMAN OPTIMA L90K
CONTRACTOROWNER
G7883AE
CONTRACTOROWNERSCOTTSMAN F0822
CONTRACTOROWNER
CONTRACTOROWNER
BARNSTEAD MAXQ5000 CONTRACTOROWNER
BECKMAN
NEW BRUNSWICK
NEW BRUNSWICK
CONTRACTOROWNER
MIELE
ULT3030A19
RFS214 A15
E-30B
650D
PERCIVAL
FISHER
18
ANAEROBIC CHAMBER
THERMO FA-087A
-80°C FREEZER NEW BRUNSWICK U570-86HEF
4°C CHROMATOGRAPHY CABINET FISHER MH49PA-GAEE-FS
OWNER CONTRACTOR
19
20
COY LCD, 8' AIRLOCK
ANAEROBIC CHAMBER21 COY LCD, 6' AIRLOCK
CONTRACTOROWNER
CONTRACTOROWNER
22
HIGH-SPEED CENTRIFUGE BECKMAN
CONTRACTOROWNER
J26-XP
CONTRACTOROWNER
STERILIZING OVEN VWR 1365 220V
MILLIQ WATER POLISHER MILLIPORE BIOCEL
23 OWNER CONTRACTOR
OWNER CONTRACTOR24 SHAKER/INCUBATOR NEW BRUNSWICK INNOVA 4300
25 HPLC AGILENT
OWNER
OWNER
OWNER
CONTRACTOR
CONTRACTOR
CONTRACTOR
OWNER CONTRACTOR
JE
EXCELLA 325
COMMENTS
NOTE: CONTRACTOR TO STORE AND PROTECT ANY EQUIPMENT ANDCASEWORK PROVIDED BY OWNER UNTIL READY FOR INSTALLATION.
40" 34" 76"
37" 27" 48"
44" 51" 75"
36" 28" 33"
37" 35" 48"
32" 24" 40"
23" 24" 24"
VERIFY
9.5" 16" 7.5"
34" 33" 81"
30" 30" 70"
52" 32" 78"
32" 41" 41"
32" 25" 36"
25" 29" 37"
50" 41" 32"
31" 24" 46"
26" 26" 32"
72" 36" 30"
84" 36" 30"
28" 34" 34"
43" 28" 37"
24" 24"
EXPOSED UNDERCOUNTERINSTALLATION; 1/2" DI, 1/2" WASTETEMPERING
FLOOR UNIT
EXISTING
VERIFY VERIFY EXISTING, WALL MOUNTED
VERIFY VERIFY VERIFY TABLE TOP UNIT
INNOVA 4200
FLOOR UNIT
FLOOR UNIT
1200
120 1 12
120 1 12
208 1 24
120 1 9.3 1
208 3 18.3
208 1 15.5
208 1 10.7
2.9
2.0
EXISTING
120 1 3.0
120 1 4.6 0.5
120 1 10
120 1 13.3
120 1 13.3
120 1 16
120 1 12
208 1 24
120 1 0.7
120 1 0.8
120 1 9
120 1 7
120 1 15
120 1 15
120 1
120 1 7
208 1 24
0.7
1/2" 1/2" 7/8"
3/8"
LAB
5005B
12
12
14
14
16
15
13
LAB
5005LAB
5017
EXIST.HOOD
NEW WORK - PARTIAL PLAN - LAB 5005
EXIST.HOOD
EXIST.HOOD
12
17
13
13
LAB
5014
OFFICE
5014A
CORR
CR-5A
CORR
CR-5B
18
18
NEW WORK - LAB 5014
12
LAB
5016
OFFICE
5016B
13
13
1824
EXIST.HOOD
14
23
25
20
CORR
CR-5A
12
NEW WORK - LAB 5016
2
1
1
1
1
3
1
4
6 7
8
LAB
5034
LAB
5026
CORR
CR-5A
CORR
CR-5B
ICE
E03
4
NEW WORK - LAB 5026 + LAB 5034
59
510
11
12
LAB
5029B
21
2213
18
23
20
14
CORR
CR-5B
13
12
LAB
5029
EXIST.HOOD
NEW WORK - LAB 5029
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BID SET
BLA
CK
SB
UR
G . V
IRG
INIA
A2.2
EQ
UIP
ME
NT
SC
HE
DU
LE
+E
QU
IPM
EN
T P
LA
N
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REVISIONS DATE
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EXIST. CONC. BEAM TO REMAIN
EXIST. STRUCTURE TO REMAIN
5/8" GYP. BD. ALL VISIBLE SURFACES
NEW CEILING GRID & ACT- SEE FINISH SCHED.
3 5/8" 20 GA. MTL. FRAMING @24" O.C. (TYP.)
EXTEND FRAMING TIGHTTO DECK. (TYP.)
3 5/8" 20 GA. MTL. BRACINGAS REQ'D. @ 4' - 0" O.C.EXTEND & SECURE TO DECK
3' - 0" CLR.
EXIST. WINDOW TO REMAIN
1"
1' -
0"
MIN
.
LAB
(VARIES)
EXIST. STRUCTURE TO REMAINFLOORING & BASE- SEE FINISH SCHED.
2X P.T. WOOD CLEATS, 3SIDES (TYP.)- SEE CABINETRY SPECS
PLAM COUNTERTOP (PL1)W/ FULL BULLNOSE- SEE CABINETRY SPECS
4" PLAM (PL1) BACKSPLASH &SIDESPLASHES- SEE CABINETRY SPECS
2' -
10
"
2' - 1"
1 1/2"
EXIST. STRUCTURE
HVY. DTY. BRACES- SEE CABINETRY SPECS
ADAAG KNEE & TOECLEARANCES
4 1
/2"
NEW ADAAG SINK,FAUCET & EYEWASH- SEE PLUMBING- SEE CABINETRY SPECS
NEW FLOORING & BASE- SEE FINISH SCHEDULE
EXIST. STRUCTURE
2X P.T. WOOD CLEATS ASREQ'D., ALL SIDES (TYP.)- SECURE TO EXIST.CASEWORK & STRUCTUREAS REQ'D. W/ GALV.FASTENERS
NEW PLAM (PL1)COUNTERTOP,BACKSPLASH & APRON- SEE CABINETRY SPECS
EXIST. CABINETRY,BEYOND (VERIFY)- SEAL NEW WORKWHERE ABUTS EXIST.
3 HVY. DTY. BRACES- SEE CABINETRY SPECS
ADAAG KNEE & TOECLEARANCES
1" 2"
4 1
/2"
2' -
10
"
PLAM (PL1) COUNTERTOP,BACKSPLASH & APRON W/EASED EDGES- SEE CABINETRY SPECS EXIST. & NEW CASEWORK,
EA. SIDE (VERIFY)- MODIFY CASEWORK,COUNTERTOPS, SUPPORTS,ETC. AS REQ'D TO ACCOM.NEW WORK.- MATERIALS & FINISHES TOMATCH EXIST.
NEW BASE- SEE FINISH SCHEDULE
EXIST. WALL, BEYOND
NEW SINK, EYE WASH & FAUCET- SEE PLUMBING
EXIST. SURFACE, BEYOND- PATCH AS REQ'D W/SIMILAR MATERIALS TOMATCH ADJ. SURFACES
NEW HVY. DTY. BRACES- SEE CABINETRY SPECS
2' -
10
"4"
NEW FLOORING- SEE FINISH SCHEDULE
LAB(VARIES)
CLR. TO FLANGE
2' - 8" MIN. 3"
4' - 2" (TYP.)
2
A3.1A1.2
0 4 6 82
1/2" = 1' - 0"
3/4" = 1'-0"A3.1A3.1A1.4
4 SECTION 3/4" = 1'-0"A3.1A3.1A1.2
3 SECTION 1" = 1'-0"A3.1A3.1A1.2
2 SECTION
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BID SET
BLA
CK
SB
UR
G . V
IRG
INIA
A3.1
ELE
VA
TIO
NS
, S
EC
TIO
NS
+D
ET
AIL
S
SEPTEMBER . 30 . 2016
G843-16-219956
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JRW
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FIF
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OR
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1/2" = 1'-0"A3.1A3.1A1.2
1 ELEVATION - ADAAG WORKSTATION
0 2 3 41
1" = 1' - 0"
REVISIONS DATE
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PARTIAL FIFTH FLOOR DEMOLITION PLAN - PLUMBINGSCALE: 1/8" = 1'-0"
EX. FD
EX. SUMP
EX. ES
EX. FD
EXISTING PLUMBING SINKS, EYEWASH,
FAUCETS AND PIPING TO REMAIN
PLUMBING APPURTENANCES SHALL INCLUDE BUT NOT LIMITED TO
THE FOLLOWING: ALL FITTINGS, HANGERS AND SUPPORTS, BOLT
CAPS, VALVE SUPPLIES, TRAPS, TRIM SUCH AS ESCUTCHEONS,
PIPING COVERS, TRAP WRAP AND LOOSE KEY ANGLE STOPS.
LAB
5005
LAB
5005B
LAB
5017
LAB
5029BLAB
5029
LAB
5029A
OFFICE
5029C
ICE
E03
CORRIDOR
CR-5B
OFFICE
5014A
LAB
5014 LAB
5010
LAB
5000
LAB
5007
LAB
5034
LAB
5026
LAB
5026
LAB
5016
JANITOR
E06
CORRIDOR
CR-5C
OFFICE
5016B
CORRIDOR
CR-5A
23
23
1
14
12 13
12 13
16 17
14 18
3 6 7 19
12 13
16 17 14
3 7 20 24
1
5
25 8 24
910
5
2 33 7 20
24
1512 13
15 7 12
13 21
26
12 1312 1326
14
14
14
14
14
14
11
2820 21 22
4
CONFIRM WITH NEW WORK SHEET P1.1 THAT EXISTING WATER,
GAS AND AIR LINES BEING REMOVED FOR DEMOLITION ARE NOT
NEEDED FOR NEW WORK.
EX. ES
23
EX. FD
EX. FD
EX. HOOD
1-HR FIRE WALL (TYP.)
2-HR FIRE WALL (TYP.)
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
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CAD
DEMOLITION NOTES:
1. EXISTING EMERGENCY SHOWER EYEWASH SHALL REMAIN. SEE SHEET P1.1 FOR
SHOWER SUPPLY MODIFICATION. REMOVE EXISTING SUPPLY TO ABOVE CEILING
AND CAP. PATCH CEILING TO MATCH EXISTING CONDITIONS.
2. REMOVE EXISTING 2-BOWL LAUNDRY TUB FIXTURE, RETAIN FOR REUSE IN LAB
ROOM 5014. CONTRACTOR SHALL VERIFY LOCATION WITH OWNER/ARCHITECT.
REMOVE EXISTING WASTE LINE FROM EXISTING FIXTURE TO WITHIN WALL AND CAP.
CAP VENT PIPING ABOVE CEILING. CONTRACTOR SHALL VERIFY WHETHER EXISTING
VENT THRU ROOF IS USED BY ANOTHER FIXTURE. IF NOT, CAP WEATHERTIGHT THE
EXISTING VTR ABOVE THE ROOF. PATCH THE WALL AND CEILING TO MATCH
EXISTING CONDITIONS.
3. REMOVE EXISTING HOT AND COLD WATER PIPING TO WITHIN WALL AND CAP. PATCH
THE WALL TO MATCH EXISTING CONDITIONS.
4. REMOVE EXISTING FLOOR DRAIN TO BELOW FLOOR. FILL DRAIN WITH SHRINK
PROOF GROUT FLUSH WITH SURROUNDING FLOOR AND PATCH FLOOR TO MATCH
EXISTING CONDITIONS.
5. REMOVE EXISTING AIR AND GAS PIPING TO WITHIN WALL AND CAP. PATCH WALL TO
MATCH EXISTING CONDITIONS.
6. REMOVE EXISTING SINK, FAUCETS AND APPURTENANCES.
7. REMOVE EXISTING WASTE LINE FROM EXISTING FIXTURE TO WITHIN WALL OR
BELOW FLOOR AND CAP. CAP VENT PIPING ABOVE CEILING. CONTRACTOR SHALL
VERIFY WHETHER EXISTING VENT THRU ROOF IS USED BY ANOTHER FIXTURE. IF
NOT, CAP WEATHERTIGHT THE EXISTING VTR ABOVE THE ROOF. PATCH WALL,
FLOOR AND CEILING TO MATCH EXISTING CONDITIONS.
8. SCOTMAN ICE MACHINE IN E03 DRAINING TO THIS FLOOR DRAIN WILL BE RETAINED.
REMOVE PVC PIPING FROM ICE MACHINE TO FLOOR DRAIN. SEE SHEET P1.1 FOR
NEW DRAIN ROUTING.
9. REMOVE EXISTING EMERGENCY SHOWER. REMOVE EXISTING COLD/TEMPERED
WATER SUPPLY TO ABOVE CEILING AND CAP. PATCH CEILING TO MATCH EXISTING
CONDITIONS.
10. REMOVE EXISTING AUTOCLAVE STEAM CONDENSATE PIPING FROM EQUIPMENT TO
SUMP. CONTRACTOR SHALL COORDINATE WITH NEW WORK PLAN P1.1 WHETHER
NEW WASTE PIPING FROM LT-1 WILL REQUIRE SUMP TO BE MODIFIED.
11. REMOVE EXISTING EMERGENCY EYEWASH.
12. REMOVE EXISTING SINKS, FAUCETS AND APPURTENANCES.
13. REMOVE EXISTING P-TRAPS AND TAILPIECES.
14. REMOVE EXISTING GAS, AIR AND VACUUM VALVES.
15. REMOVE EXISTING GAS VALVES.
16. REMOVE EXISTING WASTE PIPING TO WITHIN WALL OR BELOW FLOOR AND CAP.
17. REMOVE EXISTING HOT, COLD AND DEIONIZED WATER PIPING TO WITHIN WALL AND
CAP.
18. REMOVE EXISTING GAS PIPING TO WITHIN WALL AND CAP.
19. REMOVE EXISTING DEIONIZED WATER PIPING TO STUB-OUT AT WALL AND CAP FOR
NEW WORK. PATCH WALL TO MATCH EXISTING CONDITION.
20. REMOVE EXISTING SINK, BASE CABINET, FAUCET AND APPURTENANCES.
21. REMOVE EXISTING HOT AND COLD WATER PIPING TO BELOW FLOOR AND CAP
ABOVE CEILING AT FLOOR BELOW. PATCH FLOOR TO MATCH EXISTING CONDITIONS.
22. REMOVE EXISTING WASTE PIPING TO BELOW FLOOR. PATCH FLOOR TO MATCH
EXISTING CONDITIONS. CAP DEIONIZED WATER DRAIN ABOVE CEILING OF 4TH
FLOOR.
23. EXISTING SINK SHALL REMAIN.
24. REMOVE EXISTING GAS, VACUUM, COMPRESSED AIR AND WATER VALVES.
25. REMOVE EXISTING MILLIPORE WATER TREATMENT EQUIPMENT AND REMOVE PIPING
TO WITHIN WALL AND CAP. RETAIN EQUIPMENT FOR RELOCATION IN SAME ROOM.
COORDINATE LOCATION WITH OWNER/ARCHITECT.
26. REMOVE EXISTING EMERGENCY SHOWER ES. SEE SHEET P1.1 FOR NEW LOCATION
AND SUPPLY MODIFICATION. REMOVE EXISTING SUPPLY PIPING FROM CEILING TO
WITHIN CABINET AND CAP. PATCH CEILING TO MATCH EXISTING CONDITIONS.
27. REMOVE EXISTING PVC TUBING ROUTED ABOVE FLOOR FROM ICE MAKER TO FLOOR
DRAIN. SEE NEW WORK NOTE 25.
28. CONTRACTOR SHALL VERIFY WHETHER EXISTING VENT THRU ROOF IS USED BY
ANOTHER FIXTURE. IF NOT, CAP WEATHERTIGHT THE EXISTING VTR ABOVE THE
ROOF. CAP VENT PIPING ABOVE CEILING.
0 16 24 328
1/8" = 1' - 0"
LEGEND:
1-HR FIRE WALL
2-HR FIRE WALL
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PLUMBING LEGEND
ACCESS DOOR ADR
ACID VENT PIPE, NEW AV AV
EXISTING TO REMAIN AV EX AV
ACID WASTE PIPE, NEW AW AW
EXISTING TO REMAIN EXAW AW
CEILING CLG
CLEANOUT CO
COMPRESSED AIR PIPE, NEW CA A
DEIONIZED WATER PIPE DE DEDIRECTION OF FLOW
DIRECTION OF SLOPE DOWN
DOMESTIC COLD WATER PIPE, NEW CW
DOMESTIC HOT WATER PIPE, NEW HW
DOMESTIC HOT WATER CIRCULATING PIPE, NEW HWR
EXISTING TO REMAIN HWR EXDRAIN PIPE D DEMERGENCY EYE WASH EEW
EMERGENCY EYE WASH/SHOWER EEWS
EXISTING EX
FLOOR DRAIN FD FD
FROM FR
GAS COCK
GATE VALVE GV
GATE VALVE (IN VERTICAL)
HOT AND COLD WATER H&CW
INDIRECT WASTE PIPE IW IWINLET WITH P-TRAP
PIPING INDICATION WITH RESPECT
TO WATER FLOW
CONNECTION (BOTTOM,TEE OR TOP)
TOP TAKEOFF
TURN DOWN OR FROM BELOW
TURN UP OR DOWN
TURN UP OR FROM ABOVE
SANITARY WASTE PIPE, NEW SW
SHOCK ABSORBER SA
SINK SK
UNION
VACUUM PIPE VP VP
VENT PIPE, NEW V
EXISTING TO REMAIN V EX
TEMPERED WASTE TW
CONDENSER WATER CD CD
EMERGENCY SHOWER ES
MARK FIXTURE WASTE VENT COLD HOT REMARKS
FIXTURE CONNECTION SCHEDULE
# INSTALLATION SHALL MEET 2010 AMERICANS WITH DISABILITIES ACT (ADAAG) ACCESSIBILITY GUIDELINES
FOR BUILDINGS AND FACILITIES.
SK-1 SINK (SINGLE
COMPARTMENT)
1 1/2" 1 1/2" 1/2" 1/2" COUNTER TOP, HANDICAPPED#
LT-1 SINK (SINGLE
COMPARTMENT)
2" 1 1/2" 1/2" 1/2" MOLDED STONE WALL MOUNT
LT-2 SINK (TWO
COMPARTMENT)
2" 1 1/2" 1/2" 1/2" RELOCATED EXISTING FIXTURE
SK-2 SINK (SINGLE
COMPARTMENT)
1 1/2" 1 1/2" 1/2" 1/2" COUNTER TOP, DEEP WELL
GLASSWARE WASHERS DRAIN DETAILNO SCALE
GLASSWARE
WASHER #2
MIN. 18" ABV.
TRAP WIER
6" MIN.
3" STANDPIPE LOCATED IN SPACE
BEHIND GLASSWARE WASHER
EXTEND DRAIN TO
VENTED RISER IN WALL
P-TRAP ABOVE FLOOR
CO
NOTE:
STANDPIPE SHALL BE PROVIDED
ACCESS FOR RODDING
GLASSWARE
WASHER #1
7/8" I.D. FLEX HOSE. CONTRACTOR
SHALL SPECIAL ORDER LONGER
THAN STANDARD (5'-0") FLEX. HOSE
(AVAILABLE IN LENGTH UP TO 13')7/8" I.D. FLEX HOSE. 5'-0" LONG,
DISHWASHER MFGR. SHALL
PROVIDE NON-RETURN VALVE
(TYP.) (BALL CHECK)
AIR GAP
LOOP HOSE
BEHIND CABINET
GLASSWARE PIPING CONNECTIONS DETAILNO SCALE
WAREWASHER
(TYP. FOR 2)
TWD
I
SA-A (TYP.)
BFP
CD
NOTE:
PER MANUFACTURER, INTERNAL WATER INLET
ABOVE FLOOR LEVEL OF UNIT. NO BACKFLOW
PREVENTER NECESSARY
1
DETAIL NOTES:
1. UNIT PROVIDED 7/8" I.D. FLEX DRAIN HOSE WITH NON-RETURN
BALL CHECK VALVE, 5'-0" LONG (GLASSWASHER #2 - SPECIAL
ORDER LENGTH).
2. UNIT PROVIDED 1/2" I.D. FLEX HOSE WITH 3/4" FEMALE THREAD,
5'-0" LONG WITH LARGE SURFACE AREA FILTERS AND DUAL
CHECK VALVE EACH.
3. PROVIDE WAREWASHER DRAIN COOL DOWN KIT (TEMPER
WASTE TO MAXIMUM 140 DEG. F).
4. CONTRACTOR PROVIDED STOP VALVES WITH 3/4" MALE HOSE
THREAD OUTLETS (TYPICAL).
5. CONTRACTOR SHALL ROUGH-IN PIPING CONNECTIONS TIGHT
TO WALL.
6. EXTEND NEW DEIONIZED PIPING TO EXISTING DEIONIZED
PIPING OF 1" SIZE.
7. EXTEND NEW CONDENSER WATER PIPING TO EXISTING COLD
WATER PIPING OF 1" SIZE.
8. UNIT PROVIDED 3/4" MALE THREAD UNION (TYPICAL).
9. LARGE SURFACE AREA FILTERS (TYPICAL).
10. DUAL CHECK VALVE (TYPICAL).
11. CONNECT WASTE TEMPERING VALVE CW SUPPLY TO CW
SUPPLY TO WAREWASHER WITH MIELE PROVIDED Y FITTING.
12. EXTEND NEW COLD WATER PIPING TO EXISTING CW PIPING OF
1" SIZE.
2
3
4
5
6
12
78
9
10
11
DI
CD
Y-FITTING
EMERGENCY EYEWASHPIPING CONNECTION DETAILNO SCALE
TV-2 MOUNTED ON CABINET
WALL BELOW COUNTERTOP
1/2"
1/2" TO EEW
RUNOUTS TO
SINK FAUCET
1/2"H&CW RUNOUTS
FOR SINK AND EEW
EXISTING ICE
MACHINE AND BIN
(OWNER PROVIDED)
1/2" WATER SUPPLY WITH NEW
WATTS 9D BACKFLOW PREVENTER
3/4" DRAIN
HARD COPPER
2" AIR GAP
NEW
4" FD
FLOOR6"
AIR VENT
(TYP.)
3/4" BIN DRAIN
HARD COPPERWATER SUPPLY DRAIN
VALVE. EXTEND TO DRAIN
WALL
1/2"
1/2" WATER
INLET
IM
EXISTING ICE MACHINECONNECTION DETAILNO SCALE
NOTES:
1. ONE TV-2 PER EMERGENCY EYEWASH.
2. DEAD LEGS SHALL BE LESS THAN 10 FEET.
SUMP DRAIN
CONNECTIONS AT EMERGENCYEYEWASH/SHOWER EEWSNEW, RELOCATED AND MODIFIED EXISTINGNO SCALE (EMERGENCY SHOWER ES SIMILAR LESS EYEWASH)
FINISHED FLOOR
1 1/4" DRAIN
1/2" STAY-OPEN VALVE
EYEWASH
PUSH HANDLE
TRIANGULAR HANDLE
1 1/4"
TW
TW1 1/4"
FROM LEONARD MODEL
TM-800-STSTL-EXP-LF-BWE-EXP
TEMPERING VALVE, REFER
TO FLOOR PLANS
WALL
STAY-OPEN
VALVE
1"10"Ø SHOWER HEAD
PULL ROD
60"
69"
MINIMUM 20"Ø SPRAY
COLUMN AT 60" ABV FL
CENTER LINE OF SPRAY
PATTERN MINIMUM 16"
FROM OBSTRUCTIONS
84"
UNINTERRUPTIBLE
WATER SUPPLY
SOURCE. VALVES
LOCKED OPEN
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
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GENERAL PLUMBING NOTES:
1. MAKE PIPING CONNECTIONS AS REQUIRED TO ALL FIXTURES AND EQUIPMENT EVEN
THOUGH ALL BRANCH MAINS, ELBOWS AND CONNECTIONS ARE NOT SHOWN.
2. CHECK WITH ARCHITECTURAL WORKING DRAWING BEFORE ROUGHING-IN PLUMBING
FIXTURES.
3. SLOPES AND INVERT ELEVATIONS OF PIPING, ETC., SHALL BE ESTABLISHED AND
VERIFIED BY CONTRACTOR BEFORE ANY PIPING IS INSTALLED IN ORDER THAT
PROPER SLOPE WILL BE MAINTAINED AND NECESSARY INVERT ELEVATIONS
OBTAINED.
4. ALL PIPES SHALL BE COORDINATED WITH OTHER NEW AND EXISTING DUCTS, PIPES,
LIGHTS, STRUCTURAL SYSTEM, CEILING SUPPORTS AND FRAMING BEFORE
INSTALLATION. MINOR PIPE OFFSETS SHALL BE PROVIDED AS REQUIRED.
MEASUREMENTS FOR VERTICAL CLEARANCES SHALL BE TAKEN AT THE JOB SITE
BEFORE INSTALLATION OF ANY PIPING.
5. WASTE PIPE BELOW FLOOR, VENT PIPING ABOVE CEILING, PIPING OFFSET FOR
CLARITY.
6. DOMESTIC WATER PIPING SHALL BE INSTALLED ABOVE CEILINGS UNLESS NOTED
OTHERWISE. DOMESTIC WATER PIPING SHOWN IN PIPE CHASE WALLS SHALL BE
INSTALLED IN CHASE SPACE, PIPING OFFSET FOR CLARITY.
7. DOMESTIC WATER PIPING SHALL NOT BE INSTALLED IN LOCATIONS SUBJECT TO
FREEZING OR SPACES EXTERIOR TO BUILDING INSULATION.
8. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
PUBLISHED INSTRUCTIONS.
9. MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL CODES, APPLICABLE
PROVISIONS OF LATEST EDITION OF NATIONAL FIRE PROTECTION ASSOCIATION,
LOCAL UTILITY REGULATIONS AND GOVERNMENTAL DEPARTMENTS HAVING
JURISDICTION.
10. WHERE PIPE CONNECTIONS ARE SHOWN CONNECTING TO EXISTING, CONTRACTOR
SHALL DETERMINE EXACT LOCATIONS AND CONNECTION SIZES PRIOR TO
INSTALLATION.
11. LIMITS OF CONTRACT: DOMESTIC WATER SERVICE, SANITARY AND STORM WATER
PIPING SHALL BE EXTENDED UNDER THIS SECTION OF THE SPECIFICATIONS TO
POINTS WITHIN THE BUILDING, UNLESS OTHERWISE INDICATED ON THE DRAWINGS,
WHERE THE PIPES SHALL BE CAPPED OR PLUGGED AND LEFT READY FOR
CONNECTION AND EXTENSION BY OTHERS, AND THE LOCATIONS MARKED WITH
APPROVED MEANS.
12. INFORMATION ON EXISTING PLUMBING SHOWN WAS OBTAINED FROM PLANS DATED
NOVEMBER 4, 1969. THE CONTRACTOR SHALL ADJUST WORK AS REQUIRED TO SUIT
ACTUAL LOCATIONS IF DIFFERENT FROM CONTRACT DOCUMENTS.
13. RETURN AIR PLENUM NOTE: ALL MATERIAL LOCATED IN THE RETURN AIR PLENUMS
SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE,
SECTION 602.2.1.
14. PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. COORDINATE
INSTALLATION OF PIPES WITH ELECTRICAL PANELS WHEN SHOWN NEAR PANELS OR
OVER ELECTRICAL ROOMS.
15. CONTRACTOR SHALL VERIFY THAT ALL NEW AND EXISTING DRAINS WITHIN AREAS
OF WORK AND LINES ARE FREE OF CLOGS OR OBSTRUCTIONS. IF PROBLEMS EXIST,
CONTRACTOR SHALL REMOVE POTENTIAL OBSTRUCTIONS AND CLEAN DRAINS FOR
FREE FLOW.
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
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SEPTEMBER . 30 . 2016
G843-16-219956
1618
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1. CODES, STANDARDS AND REGULATIONS : MATERIALS, EQUIPMENT, INSTALLATION, DISINFECTION AND TESTING SHALL BE
IN COMPLIANCE WITH, BUT NOT LIMITED TO, THE FOLLOWING CODES AND STANDARDS:
A. LOCAL CODES OR ORDINANCES.
B. VIRGINIA CONSTRUCTION CODE (VCC).
C. PIPING, FITTINGS, PUMP SYSTEMS, EQUIPMENT AND FIXTURES THAT ARE CONNECTED TO POTABLE WATER SYSTEM
SHALL MEET THE 1996 SAFE WATER DRINKING ACT AND WHERE APPLICABLE SHALL MEET NSF STANDARD 61 AND
SHALL BE LABELED AND CERTIFIED.
2. SHOP DRAWINGS: FURNISH SIX COPIES OF PLUMBING MATERIALS AND EQUIPMENT TO ARCHITECT FOR REVIEW.
3. DESCRIPTION OF WORK:
A. THE WORK INCLUDES PROVIDING A COMPLETE PLUMBING SYSTEM INCLUDING, BUT NOT NECESSARILY RESTRICTED
TO, THE FOLLOWING:
(1) EXTENSION OF EXISTING SANITARY SEWER SYSTEM OR EXISTING ACID WASTE PIPING SYSTEM TO NEW
EQUIPMENT AS INDICATED ON PLANS.
(2) EXTENSION OF EXISTING DOMESTIC WATER SYSTEM TO NEW EQUIPMENT AS INDICATED ON PLANS.
(3) MODIFICATIONS TO EXISTING NATURAL GAS, STEAM, COMPRESSED AIR, VACUUM, AND DEIONIZED WATER
SYSTEM AS INDICATED ON PLANS.
(4) INSTALLATION AND CONNECTIONS TO EQUIPMENT FURNISHED BY OWNER.
(5) CONNECTIONS TO FIXTURES AND EQUIPMENT PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS.
(6) MISCELLANEOUS WORK AS DESCRIBED HEREIN, AS SHOWN ON DRAWINGS, AND AS REQUIRED FOR A
COMPLETE SYSTEM.
4. PIPE SUPPORTS, PIPE SLEEVES AND WALL CEILING PLATES :
A. PROVIDE IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE.
5. WASTE AND VENT PIPING (DEIONIZED) :
A. HIGH SILICON CAST IRON SOIL PIPE AND FITTING: PIPE SHALL BE BELL AND SPIGOT OR MODIFIED HUB, EXTRA
HEAVYWEIGHT CLOSED GRAIN ACID RESISTING AS REQUIRED BY SELECTED JOINTING METHOD. PIPE AND FITTINGS
SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CISPI.
(1) MATERIAL (PIPE AND FITTINGS): ASTM A-518-86, ASTM A-861-86, CONTAINING 14.5% SILICON (DURIRON).
(2) JOINTS: PROVIDE ANY ONE OF THE FOLLOWING TYPES TO SUIT PIPE FURNISHED.
A. MECHANICAL, COMPRESSION-TYPE (ASTM C564) MOLDED NEOPRENE GASKET. GASKETS SHALL SUIT
CLASS OF PIPE BEING JOINTED. DUAL-SERVICE GASKETS WILL NOT BE ACCEPTED.
B. MECHANICAL: MECHANICAL JOINT COUPLING CISPI 310 SHALL CONSIST OF A STAINLESS STEEL COUPLING
AND NEOPRENE GASKETS (ASTM C564) (CSA CAN/CSA-B602). DO NOT INSTALL BELOW GRADE.
B. PLASTIC PIPE: MAY BE USED FOR PIPING ABOVE GROUND IN ACCESSIBLE LOCATIONS. FOAM CORE PIPING IS NOT
ACCEPTABLE. ALL PLASTIC PIPE, FITTINGS AND COMPONENTS SHALL BE THIRD PARTY CERTIFIED TO NSF 14. CPVC
TYPE IV GRADE 1 SHALL NOT BE USED IN RETURN AIR PLENUMS.
(1) PIPE: CPVC TYPE IV GRADE 1 SCHEDULE 40 DWV, ASTM F 2618.
(2) FITTINGS: CPVC TYPE IV GRADE 1 SCHEDULE 40 ASTM D3311 FITTINGS FOR SOLVENT JOINTS.
(3) JOINTS: ASTM F656 PURPLE PRIMER, SOLVENT ASTM F493 (NOT PURPLE IN COLOR), JOINTS MADE IN
ACCORDANCE WITH ASTM D2855.
C. POLYPROPYLENE: ORION
(1) ABOVE GRADE NON-FIRE RATED PIPING: SCHEDULE 40 FLAME RETARDANT POLYPROPYLENE TO ASTM F1412
TOLERANCES, SHALL CONFORM TO ASTM D4101.
(2) ABOVE GRADE FIRE RATED PIPING: SCHEDULE 40 POLYVINYLIDENE FLUORIDE PVDF CONFORMING TO ASTM
F1673, SHALL CONFORM TO ASTM D3322 AND UL-723, ASTM E-84.
(3) FITTINGS:
A. ABOVE GROUND NON-FIRE RATED AREAS: SCHEDULE 40 FLAME RETARDANT POLYPROPYLENE
CONFORMING TO ASTM D4101 AND ASTM F1412, ASTM D3311. PROVIDE MECHANICAL JOINT. EACH
COUPLING SHALL HAVE AN OUTER BAND OF 300 SERIES STAINLESS STEEL PER ASTM B117. THE
MECHANICAL JOINT SHALL CONFORM TO ASTM F1412.
B. ABOVE GROUND FIRE RATED AREAS: SCHEDULE 40 POLYVINYLIDENE FLUORIDE PVDF PER ASTM F1673
CONFORMING TO ASTM D3322. MATERIAL SHALL MEET UL-723 (ASTM E84). FITTINGS SHALL CONFORM TO
ASTM D3311 AND ASTM F1673. THE JOINING SYSTEM SHALL BE MECHANICAL JOINT. EACH COUPLING
SHALL HAVE AN OUTER BAND OF 300 SERIES STAINLESS STEEL PER ASTM B117. THE JOINT SHALL
CONFORM TO ASTM F1412.
6. INTERIOR DOMESTIC WATER PIPING: (EXCLUDE DEIONIZED WATER)
A. COPPER TUBE AND FITTINGS:
(1) TUBE: ASTM B88, TYPE L, HARD DRAWN.
(2) FITTINGS: WROUGHT COPPER, ASME B16.22 OR CAST COPPER ALLOY ASME B16.18.
(3) JOINTS: ABOVE GROUND FLOOR: ASTM B32 LEAD FREE SOLDER, ASTM B813 LEAD FREE FLUX. LEAD FREE
SHALL MEAN LESS THAN 0.2 PERCENT LEAD.
7. PURE WATER PIPING: (INTERIOR DEIONIZED) (ALL PIPING, FITTINGS, VALVES, AND SOLVENT CEMENT SHALL BE PROVIDED
BY SAME MANUFACTURER):
A. LOW EXTRACTABLE POLYVINYL CHLORIDE (PVC) WITH A CELL CLASSIFICATION OF 12343.
(1) PIPE AND FITTINGS: ABOVE GRADE NON-FIRE RATED PRESSURE PIPE SCHEDULE 80 HARVEL LXT PVC ASTM
D1785 CUT TO LENGTHS IN FACTORY, PURGED WITH CLEAN FILTERED AIR TO REMOVE SHAVINGS. ALL PIPES
TO BE DOUBLE BAGGED IMMEDIATELY AFTER MANUFACTURE IN FDA APPROVED ANTI-STATIC POLYETHYLENE
SLEEVES THAT ARE HEAT SEALED. PIPING SYSTEM IS INTENDED FOR USE IN AMBIENT TEMPERATURES WHERE
THE FLUID DOES NOT EXCEED 140 DEG. F. THIS PRODUCT SHALL CARRY A TYPE 11 PRESSURE RATING AND
CONSISTENTLY MEET OR EXCEED THE APPLICABLE QUALITY ASSURANCE TEST REQUIREMENTS OF THESE
STANDARDS WITH REGARD TO WORKMANSHIP, BURST PRESSURE, FLATTENING RESISTANCE AND END
PRODUCT QUALITY. PIPING SHALL BE TRANSLUCENT ALLOWING FOR VISUAL JOINT INTEGRITY INSPECTION.
PIPING SHALL HAVE ULTRA-SMOOTH INTERIOR TO MINIMIZE BACTERIAL GROWTH. PIPE IDENTIFICATION
MARKING SHALL BE PROVIDED ON THE EXTERIOR PIPE SURFACE NOT EXCEEDING 5 FEET IN LENGTH MARKING
IDENTIFICATION SHALL INCLUDE THE MATERIAL DESIGNATION HARVEL LXT, PIPE SIZE, DIMENSIONS (SCHEDULE
80) AND PRODUCTION LOT FOR PRODUCT TRACEABILITY.
(2) VALVES: ALL VALVES SHALL BE HARVEL LXT MANUFACTURED FROM SAME LOW EXTRACTABLE POLYVINYL
CHLORIDE (PVC) WITH A CELL CLASSIFICATION OF 12343. VALVES SHALL BE TRUE UNION STYLE QUARTER
TURN BALL VALVES, SEATS SHALL BE PTFE, VALVE O-RINGS SHALL BE EPDM OR VITON. ALL VALVE UNION NUTS
SHALL HAVE BUTTRESS STYLE THREADS. ALL VALVE COMPONENTS SHALL BE REPLACEABLE. TRUE UNION
BALL VALVES SIZES 1/2” - 2” SHALL CARRY A MAXIMUM WORKING PRESSURE RATING OF 235 PSI NON-SHOCK @
73 DEG. F. VALVES SHALL BE PURGED WITH CLEAN FILTERED AIR TO REMOVE SHAVINGS. ALL VALVES TO BE
DOUBLE BAGGED IMMEDIATELY AFTER MANUFACTURER IN FDA APPROVED ANTI-STATIC POLYETHYLENE
SLEEVES THAT ARE HEAT SEALED.
(3) JOINING: ALL HARVEL LXT PIPING SHALL BE JOINED UTILIZING HARVEL ONE-STEP UPW GRADE SOLVENT
CEMENT. WELDS SHALL BE MADE UP IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
THE USE OF ANY OTHER MANUFACTURER'S PRIMERS OR SOLVENT CEMENT IS UNACCEPTABLE.
(4) ALL SYSTEM COMPONENTS SHALL BE MANUFACTURED IN THE USA BY AN ISO CERTIFIED MANUFACTURER.
(5) ALL ELBOWS SHALL BE DOUBLE 45 DEGREES TO REDUCE FRICTION LOSS.
8. ACCESS PANELS:
A. THE CONTRACTOR SHALL PROVIDE ACCESS PANELS IN ALL LOCATIONS WHERE REQUIRED FOR ACCESS TO
CONCEALED VALVES, JOINTS OR ANY OTHER EQUIPMENT OR MATERIALS REQUIRING INSPECTION OR MAINTENANCE.
ACCESS PANELS SHALL BE OF ADEQUATE SIZE AND PROPERLY LOCATED SO CONCEALED ITEMS WILL BE READILY
ACCESSIBLE FOR SERVICING OR FOR REMOVING AND REPLACING IF NECESSARY. ACCESS PANELS ARE NOT
REQUIRED IN CEILINGS FORMED OF REMOVABLE ACOUSTICAL PANELS. ACCESS PANELS SHALL BE MILCOR OR
EQUAL, METAL WITH CAM LOCK, CONTINUOUS HINGE AND MOUNTING TRIM. FINISH TO BE SELECTED BY ARCHITECT
FROM MANUFACTURER'S FULL RANGE OF FINISHES INCLUDING STAINLESS STEEL.
9. FAUCETS: (DEIONIZED WATER)
A. PURE WATER FAUCET SHALL BE WATER SAVER FAUCET CO. MODEL L7833 (DECK MOUNTED APPLICATIONS) FOR
DEIONIZED WATER, FORGED BRASS EXTERIOR CASING WITH POLISHED CHROME PLATED FINISH, INERT
POLYPROPYLENE INTERIOR LINING, DIAPHRAGM TYPE VALVE WITH BRASS VALVE STEM AND BONNET WITH INERT
ELASTOMER DIAPHRAGM, MANUAL ON/OFF CONTROL, BLACK NYLON KNURLED HANDLE WITH COLOR-CODED INDEX
DISC, 6 INCH BRASS RISER, 3/8 INCH IPS CONNECTION, SERRATED PLASTIC HOSE END. EACH FAUCET SHALL BE
FULLY ASSEMBLED AND TESTED AT THE FACTORY PRIOR TO SHIPMENT.
10. COMPRESSED AIR PIPING:
A. PIPE: 2 INCH AND SMALLER; STEEL ASTM A53 SEAMLESS OR TYPE F SCHEDULE 40 OR COPPER ASTM B88 TYPE K;
NIPPLES: STEEL FOR STEEL PIPING; FITTINGS: MALLEABLE IRON CLASS 150 CAST IRON; WROUGHT COPPER; JOINTS:
THREADED, BRAZED.
11. INTERIOR NATURAL GAS PIPING:
A. PIPE: BLACK STEEL, ASTM A 53 GRADE B OR A 106, SCHEDULE 40.
B. NIPPLES: STEEL, ASTM A733, SCHEDULE 40.
C. FITTINGS, 2 INCHES AND SMALLER: MALLEABLE IRON, SCHEDULE 40, ASME B16.3. (THREADED)
D. JOINTS: THREADED ENDS (ASME B1.20.1). PIPE-JOINT COMPOUND OR TAPE APPLIED TO MALE THREADS ONLY;
WELDED. DO NOT USE GAS FITTERS CEMENT, EXCEPT ON OUTLET CAPS.
E. GAS PIPING INSTALLED IN CONCEALED LOCATIONS SHALL NOT HAVE UNIONS, TUBING FITTINGS OR RUNNING
THREADS.
12: VALVES: (NATURAL GAS)
A. 4" AND SMALLER: BRONZE 2 PIECE BALL VALVE, CHROME-PLATED BALL, CSA &UL LISTED.
B. GAS VALVES WITH NIPPLES: CHICAGO FORGED BRASS QUARTER TURN 3/8" WITH CHECK VALVE, COLOR CODED
LEVER HANDLE, ADA.
13. VACUUM PIPING:
A. PIPE: SEAMLESS COPPER TYPE L OR ACR, ASTM B280, HARD TEMPER. COPPER, BRASS OR BRONZE FITTINGS MADE
FOR BRAZED JOINING. BRAZED JOINTS, AWS A5.8 FILLER MATERIAL.
14. VALVES: (DOMESTIC WATER) (EXCLUDE DEIONIZED WATER)
A. BALL VALVES: VALVES 2 1/2 INCH AND SMALLER SHALL BE RATED 150 PSI SWP AND 600 PSI NON-SHOCK WOG AND
SHALL HAVE 2 PIECE CAST BRONZE BODIES, TFE SEATS, FULL PORT, SEPARATE PACKNUT WITH ADJUSTABLE STEM
PACKING, ANTI-BLOWOUT STEMS AND CHROME-PLATED BRASS/BRONZE BALL. VALVE ENDS SHALL HAVE FULL
DEPTH ANSI THREADS OR FLANGED AND BE MANUFACTURED TO COMPLY WITH MSS-SP110. [NIBCO T585-70
(THREADED)
NOTE: WHERE PIPING IS INSULATED, BALL VALVES SHALL BE EQUIPPED WITH 2” EXTENDED HANDLES OF
NON-THERMAL CONDUCTIVE MATERIAL. ALSO, PROVIDE A PROTECTIVE SLEEVE THAT ALLOWS OPERATION OF
THE VALVE WITHOUT BREAKING THE VAPOR SEAL OR DISTURBING THE INSULATION. MEMORY STOPS, WHICH
ARE FULLY ADJUSTABLE AFTER INSULATION IS APPLIED, SHALL BE INCLUDED. [NIBCO T585/70NS (THREADED)
B. SHOCK ABSORBERS: JOSAM "ABSORBOTRON" SERIES 75000 OR EQUAL. (SA-A MAX. 11 SFU). PROVIDE ON HOT AND
ALL COLD WATER BRANCHES INCLUDING TEMPERED WATER, CONDENSER WATER AND DEIONIZED WATER. JOB
FABRICATED AIR CHAMBERS WILL NOT BE PERMITTED. (ASME/ANSI A112.26.1 OR ASSE 1010)
15. TEMPERING VALVE: (LEONARD OR EQUAL)
A. CABINET ASSEMBLY FOR COMBINATION EMERGENCY SHOWER: TV-1, LEONARD TM-800-STSTL-EXP WITH DURA-TROL
SOLID BIMETAL THERMOSTAT AND INTERNAL COLD WATER BYPASS. LOCKING TEMPERATURE REGULATOR TO
PREVENT ACCIDENTAL MOVEMENT, SET FOR 85 DEG. F. (29 DEG. C.). MIXING VALVE SHALL CLOSE DOWN ON FAILURE
OF COLD WATER SUPPLY AND HAVE SPECIAL INTERNAL COLD WATER BYPASS CAPABLE OF 20 GPM AT 30 PSI UPON
FAILURE OF HOT WATER SUPPLY. FULL 1" TOP OR BOTTOM INLETS AND 1 1/4" TOP OUTLET. INTEGRAL WALL
SUPPORT AND DIAL THERMOMETER (RANGE 0 TO 140 DEG. F., -10 TO 60 DEG. C.). ROUGH BRONZE FINISH. EXPOSED
STAINLESS STEEL CABINET WITH HINGED DOOR AND CYLINDER LOCK.
B. INDIVIDUAL FIXTURE TEMPERING VALVES: TV-2
(1) PROVIDE CALEFFI MODEL 5213 UNDER-SINK ASSE 1070 AND CSA B-125 PRESSURE BALANCED THERMOSTATIC
TEMPERING VALVE WITH SCALD PROTECTION FOR SINGLE LAVATORY AND HAND SINK APPLICATIONS. PROVIDE
AT ALL LAVATORY AND HAND SINK LOCATIONS INCLUDING KITCHEN HAND SINKS. SET VALVE TO 110 DEG. F.
16. VALVES: (COMPRESSED & VACUUM AIR)
A. GENERAL: ALL VALVES AND SPECIALTIES SHALL BE SUITABLE FOR 125 PSI WORKING PRESSURE EXCEPT AS
OTHERWISE INDICATED. EACH ITEM SHALL HAVE THREADED OR FLANGED CONNECTIONS AS APPLICABLE TO MATCH
JOINTS SPECIFIED FOR ITS RESPECTIVE SERVICE.
B. ACCEPTABLE MANUFACTURERS SUBJECTED TO COMPLIANCE WITH REQUIREMENTS ARE NIBCO, CRANE, APOLLO,
CENTER LINE, POWELL, AND MCDONALD.
(1) BALL VALVES: VALVES 2 1/2 INCH AND SMALLER SHALL BE XOMOX CLASS 150 RATED 600 PSI COLD WORKING
PRESSURE AND SHALL HAVE 2-PIECE CAST BRONZE BODIES, FTE SEATS, FULL PORT, SEPARATE PACKNUT WITH
ADJUSTABLE STEM PACKING, ANTI-BLOWOUT STEMS AND CHROME-PLATED BRASS/BRONZE BALL. VALVE ENDS
SHALL HAVE FULL DEPTH ANSI THREADS AND BE MANUFACTURED TO COMPLY WITH MSS SP100. WHERE
APPLICABLE FOR ISOLATION, VALVES SHALL BE IN COMPLIANCE WITH OSHA LOCKOUT/TAGOUT STANDARD
1910-147 AND SHALL BE DESIGNED TO VENT AIR TO ATMOSPHERE UPON CLOSURE. VALVES SHALL BE FITTED
WITH LOCKING DEVICE SO VALVES CAN BE LOCKED IN OPEN OR CLOSED POSITION.
(2) GATE VALVES: VALVES 2-1/2 INCH AND LARGER SHALL BE CLASS 125 IRON BODY AND BONNET, CONFORMING
TO ASTM A-126 CLASS B CAST IRON, BRONZE MOUNTED WITH BRONZE RING IN EACH SEAT, FLANGED END, WITH
ARAMID FIBERS WITH GRAPHITE PACKING AND GLAND ASSEMBLY.
(3) GLOBE VALVES: VALVES 2 INCH AND SMALLER SHALL BE CLASS 150, BODY AND BONNET OF ASTM B-62 CAST
BRONZE COMPOSITION, THREADED ENDS, SILICON BRONZE ALLOY STEM, REPLACEABLE TEFLON DISC, BRASS
PACKING GLAND, TEFLON-IMPREGNATED PACKING AND MALLEABLE HANDWHEEL.
D. QUICK DISCONNECTS FOR COMPRESSED AIR CONNECTIONS AS DIRECTED BY THE OWNER.
17. CLEANOUTS:
A. SAME SIZE AS PIPE SERVED UP TO 4 INCHES. CLEANOUTS SHALL BE EASILY ACCESSIBLE. ALL CLEANOUT PLUGS
SHALL BE BRONZE, SET IN GRAPHITE GREASE. (ASTM A74, ASME A112.3.1, ASME A112.36.2M) COVERS SHALL BE SET
FLUSH WITH FINISHED FLOOR OR WALL.
(1) HORIZONTAL PIPES ABOVE GRADE: CLEANOUTS SHALL BE FERRULE WITH BRONZE SCREW PLUG IN FITTING OR
TAPPED CAST IRON FERRULE WITH BRONZE PLUG.
(2) FLOORS: FLOOR CLEANOUTS SHALL HAVE CAST IRON BODY, BRONZE PLUG, AND ABS OR CAST IRON FRAME
WITH ROUND OR SQUARE ADJUSTABLE HEAVY-DUTY SCORIATED SECURED NICKEL BRONZE TOP.
A. MECHANICAL ROOMS AND HEAVY TRAFFIC FLOORS: JOSAM SERIES 55000-X-2-SD CAST IRON FLOOR
CLEANOUT WITH SECURED HEAVY-DUTY ROUND BRONZE TRACTOR COVER.
B. LIGHT TRAFFIC FLOORS: JOSAM SERIES 55000 CAST IRON FLOOR CLEANOUT WITH (SECURED)(VANDAL
RESISTANT) COVERS OF SATIN BRONZE FOR FINISHED CONCRETE FLOORS AND SATIN FINISH NIKALOY
ELSEWHERE.
C. FOR ACID WASTE SYSTEM : (DEIONIZED WATER) SHALL BE OF THE SAME MATERIAL USED FOR THE ACID
WASTE PIPING SYSTEM WITH COUNTER-SUNK PLUG, ADJUSTABLE TOP NICKEL BRONZE COVER WITH
“AWCO” (ACID WASTE CLEANOUT) CAST IN COVER.
18. FLOOR DRAINS: FOR LT-1 AND ICE MACHINE: JOSAM SERIES 30000-E1 CAST IRON FLOOR DRAIN BODY, FLASHING COLLAR,
AND SECURED NIKALOY ADJUSTABLE EXTENDED RIM STRAINER. SET TOP OF RIM FLUSH WITH FINISHED FLOOR.
19. PLUMBING FIXTURES:
A. GENERAL: FIXTURES EQUAL TO THOSE AS HEREINAFTER SPECIFIED SHALL BE FURNISHED AND INSTALLED
COMPLETE WITH ALL SUPPLIES, WASTE AND VENT CONNECTIONS, ALL FITTINGS, ALL NECESSARY HANGERS AND
SUPPORTS, BOLT CAPS, FAUCETS, VALVES AND TRAPS. ALL TRIM SHALL BE BRASS WITH POLISHED CHROMIUM
PLATED FINISH WITH CHROME SETSCREW ESCUTCHEON AT WALL, EXCEPT FIXTURE SUPPLY PIPES MAY BE
CHROMIUM PLATED COPPER WITH CHROME SETSCREW ESCUTCHEONS AT WALL. TRAPS SHALL BE (17 GAUGE) CAST
BRASS WITH CLEANOUT PLUG. FASTENERS SHALL REMAIN OUT OF SIGHT.
B. PROVIDE LOCK-SHIELD, LOOSE-KEY OR SCREW DRIVER PATTERN POLISHED CHROMIUM PLATED ANGLE STOPS, WITH
EACH SINK FAUCET.
DESIGNATION STANDARD FIXTURE TYPE
SK-2 COUNTER BY OWNER. ELKAY LUSTERTONE DLR222212, 12" DEEP. PROVIDE POLISHED
CHROME FAUCET FOR DOMESTIC WATER EQUAL TO CHICAGO MODEL 930-317XKCP MIXING
FAUCET WITH MODEL GN2BVB 6" SWING GOOSENECK SPOUT WITH ATMOSPHERIC VACUUM
BREAKER WITH LEVER HANDLES, 6 3/4" HIGH ARC SWIVEL SPOUT, 1.5 GPM AT 60 PSI
DISCHARGE, ROSETTA SPRAY NON-AERATED FLOW DEVICE AND LK-35 STRAINER.
LT-1 LAUNDRY TUB: FIAT MODEL L-1 SINGLE COMPARTMENT LAUNDRY TUB, MOLDED STONE,
WALL MOUNTED WITH HEAVY GAGE GALVANIZED STEEL BRACKETS, SIDE FILLERS AND
BOTTOM TUB SUPPORT, A-1 FAUCET WITH SWING SPOUT, GRID STRAINER AND TAILPIECE.
LT-2 LAUNDRY TUB: OWNER PROVIDED 2-COMPARTMENT LAUNDRY TUB. OWNER PROVIDED
FAUCET. CONTRACTOR PROVIDED APPURTENANCES.
DESIGNATION HANDICAPPED FIXTURE TYPE (ADA)
SK-1 COUNTER BY OWNER. ELKAY LUSTERTONE LRAD1522, 6 1/2" DEEP, 18 GAGE. PROVIDE
POLISHED CHROME FAUCET FOR DOMESTIC WATER EQUAL TO CHICAGO FAUCET MODEL
929-317XKCP ADA WITH 4" LEVER HANDLES, 6 3/4" HIGH-ARCH SWIVEL SPOUT, 1.5 GPM AT
60.0 PSI DISCHARGE, ROSETTA SPRAY NON-AERATED FLOW DEVICE AND LK-35 STRAINER.
EEWS COMBINATION EMERGENCY EYE/FACE DRENCH SHOWER: ENCON MODEL 01050251
BARRIER-FREE 1 1/4" STAINLESS STEEL COMBINATION SUPPLY, 10" DIAMETER ABS PLASTIC
20 GPM SHOWER HEAD, 1" STAY-OPEN CP BALL VALVE, PROVIDE 20 GPM FLOW THRU
CIRCUIT SETTER, WITH STAINLESS STEEL PULL ROD AND HANDLE ASSEMBLY, 10" DIAMETER
ABS PLASTIC WASH BOWL, EYE WASH SPRAY HEAD WITH SELF-ADJUSTING REGULATOR TO
FLOW 3.2 GPM, ACETEL HEADS WITH HINGED COVERS, BCP WYE, 1/2" STAY-OPEN VALVE.
PROVIDE 1 1/4" WASTE CONNECTION FOR BOWL DRAIN. PROVIDE LEONARD
TM-800-STSTL-EXP-LF-BWE-EXP WITH DURA-TROL SOLID BIMETAL THERMOSTAT AND
INTERNAL COLD WATER BYPASS SET FOR 85 DEG. F (29 DEG. C), MIXING VALVE SHALL
CLOSE DOWN ON FAILURE OF COLD WATER SUPPLY AND HAVE SPECIAL INTERNAL COLD
WATER BYPASS CAPABLE OF 20 GPM AT 30 PSI UPON FAILURE OF HOT WATER SUPPLY, DIAL
THERMOMETER (RANGE 0 TO 140 DEG. F, -10 TO 60 DEG. C) ROUGH BRONZE FINISH.
ES EMERGENCY EYE SHOWER: ENCON MODEL 01052522 BARRIER-FREE 1 1/4" STAINLESS
STEEL COMBINATION SUPPLY, 10" DIAMETER ABS PLASTIC 20 GPM SHOWER HEAD, 1"
STAY-OPEN CP BALL VALVE, PROVIDE 20 GPM FLOW THRU CIRCUIT SETTER, WITH
STAINLESS STEEL PULL ROD AND HANDLE ASSEMBLY. PROVIDE LEONARD
TM-800-STSTL-EXP-LF-BWE-EXP WITH DURA-TROL SOLID BIMETAL THERMOSTAT AND
INTERNAL COLD WATER BYPASS SET FOR 85 DEG. F (29 DEG. C), MIXING VALVE SHALL
CLOSE DOWN ON FAILURE OF COLD WATER SUPPLY AND HAVE SPECIAL INTERNAL COLD
WATER BYPASS CAPABLE OF 20 GPM AT 30 PSI UPON FAILURE OF HOT WATER SUPPLY, DIAL
THERMOMETER (RANGE 0 TO 140 DEG. F, -10 TO 60 DEG. C) ROUGH BRONZE FINISH.
EEW-1 EYEWASH: COUNTER MOUNT EYEWASH/DRENCH HOSE STATION GUARDIAN MODEL G5022
SWIVEL EYEWASH HEADS WITH HINGED COVERS. RETRACTABLE 8 FEET LONG RUBBER
HOSE, SQUEEZE LEVER HANDLE, UNIVERSAL LANGUAGE SIGN AND MOUNTING BRACKET.
PROVIDE ATMOSPHERIC VACUUM BREAKER WATTS NO. 288A-C. PROVIDE LAWLER MODEL
911EF PRESSURE COMPENSATING THERMOSTATIC MIXING VALVE (ASSE 1071), SET
TEMPERATURE TO 85 DEG. F.
20. INSULATION:
A. ALL DOMESTIC WATER PIPING SHALL BE INSULATED. INSULATION SHALL BE JOHNS MANVILLE, OWENS CORNING, OR
ARMSTRONG. ALL MATERIALS AND PVC TYPE FITTING COVERS USED SHALL HAVE COMPOSITE FLAME-SPREAD
RATING NOT EXCEEDING 25 AND A SMOKE-DEVELOPED RATING NOT EXCEEDING 50, AS TESTED UNDER PROCEDURE
ASTM E-84, NFPA 90A AND 90B.
B. PIPING INSULATION: FIBERGLASS INSULATION SHALL BE 1 INCH THICK AND SHALL HAVE A MINIMUM THERMAL
RESISTANCE (R) OF 4.0 PER INCH OF THICKNESS AT A MEAN TEMPERATURE OF 75 DEG. F. FIBERGLASS INSULATION
SHALL HAVE A WHITE KRAFT BONDED TO ALUMINUM FOIL, REINFORCED WITH FIBERGLASS YARN JACKET, LAP
JOINTS, TAPE AND SEAL.
21. INSTALLATION:
A. GENERAL:
(1) SUSPENDED HORIZONTAL PIPING SHALL BE SUPPORTED BY ADJUSTABLE WROUGHT STEEL CLEVIS HANGERS.
WHERE SUPPORTS BEAR ON COPPER PIPE, THEY SHALL BE COPPER PLATED. WHERE SUPPORTS BEAR ON
INSULATED PIPING, PROVIDE INSULATION SHIELD. CHAIN, STRAP, WIRE OR OTHER MAKESHIFT DEVICES WILL
NOT BE PERMITTED AS HANGERS OR SUPPORTS.
(2) MAXIMUM HANGER SPACING FOR REVERSE OSMOSIS PIPING SHALL CONFORM TO THE FOLLOWING
MANUFACTURER'S REQUIREMENTS (BASED ON SYSTEM OPERATING TEMPERATURE OF 73 DEGREES F):
PIPE SIZE (IN.) SPACING (FT.)
1/2 5
3/4 5-1/2
1 6
1-1/4 6
1-1/2 6-1/2
2 7
(3) INSTALL BRANCH PIPING FOR WATER, DEIONIZED WATER, COMPRESSED AIR, NATURAL GAS AND WASTE, FROM
THE RESPECTIVE PIPING SYSTEMS AND CONNECT TO ALL VALVES, COCKS, OUTLETS, CASEWORK, CABINETS
AND EQUIPMENT, INCLUDING THOSE FURNISHED BY THE OWNER OR SPECIFIED IN OTHER SECTIONS OF THESE
SPECIFICATIONS.
(4) INSTALL TRIM AND FITTINGS PROVIDED WITH CASEWORK, CABINETS AND LABORATORIES, INCLUDING THOSE
FURNISHED BY THE OWNER, BUT NOT INSTALLED AT POINT OF FABRICATION.
(5) WELDED JOINTS SHALL BE FUSION WELDED BY QUALIFIED WELDERS IN ACCORDANCE WITH ANSI B31.1
SECTION 6, UNLESS OTHERWISE REQUIRED. MITERING OR NOTCHING PIPE TO FORM ELBOWS AND TEES, AND
DRILLING OR PUNCHING TO MAKE CONNECTIONS WILL NOT BE PERMITTED.
(6) COMPRESSION GASKET JOINTS FOR CAST IRON SEWER PIPE SHALL BE MADE WITH NEOPRENE COMPRESSION
GASKETS CONFORMING TO ASTM C564.
(7) NO-HUB JOINTS FOR CAST IRON PIPES SHALL BE MADE WITH NEOPRENE GASKETS (ASTM C564) AND STAINLESS
STEEL CLAMPS CONFORMING TO CISPI STANDARD 310.
(8) MECHANICAL JOINTS ELASTOMERIC SEALING SLEEVE FOR CAST IRON PIPE SHALL BE IN ACCORDANCE WITH
ASTM C564.
(9) SOLVENT CEMENT FOR PVC PIPING SHALL BE HANDLED IN ACCORDANCE WITH ASTM F402.
(10) PLASTIC PIPE SHALL NOT BE LOCATED IN RETURN AIR CEILING PLENUMS.
(11) PLASTIC PIPE SHALL NOT PENETRATE A FIRE ASSEMBLY OR SMOKESTOP.
(12) PROVIDE CHROME PLATED ESCUTCHEONS AT ALL LOCATIONS WHERE PIPING PENETRATES FLOORS, WALLS
AND CEILINGS IN EXPOSED LOCATIONS, EXCEPT IN MECHANICAL ROOMS.
B. PIPING SHALL CONFORM TO THE FOLLOWING:
(1) WASTE PIPING:
A. SLOPE WASTE PIPING AS FOLLOWS:
PIPE SIZE MINIMUM PITCH
WASTE AND VENT
2-1/2 INCH & SMALLER 1/4" TO THE FOOT
3 INCH & LARGER 1/8" TO THE FOOT
B. CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH FITTINGS.
C. CONTRACTOR IS CAUTIONED TO VERIFY INVERT OF SANITARY SEWER AND TO COORDINATE INVERTS OF
NEW WORK TO SUIT CONDITIONS ENCOUNTERED.
D. SANITARY SEWER SHALL BE PROVIDED COMPLETE WITH ALL PLUMBING FIXTURES, DRAINS, ETC.,
PROPERLY CONNECTED AND VENTED IN ACCORDANCE WITH THE APPLICABLE CODES.
(2) DOMESTIC WATER:
A. GRADE ALL LINES TO FACILITATE DRAINAGE.
B. CONNECT BRANCH LINES AT BOTTOM OF MAIN SERVING FIXTURES BELOW AND PITCH DOWN SO THAT
MAIN MAY BE DRAINED THROUGH FIXTURE.
(3) GAS:
A. INSTALL GAS PIPING WITH PLUGGED DRIP POCKETS AT LOW POINTS AND AHEAD OF THE CONNECTION TO
EACH PIECE OF EQUIPMENT. ENTIRE GAS PIPING INSTALLATION SHALL BE IN ACCORDANCE WITH
REQUIREMENTS OF VIRGINIA CONSTRUCTION CODE.
B. MINIMUM SLOPE SHALL BE 1/4 INCH PER FIFTEEN FEET IN DIRECTION OPPOSITE FLOW.
C. SHUT-OFF COCK SHALL BE PROVIDED AT EACH BURNER, IF NOT PROVIDED WITH THE RESPECTIVE
EQUIPMENT.
22. TESTS:
A. GENERAL: CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, MATERIALS, AND LABOR REQUIRED. TESTS SHALL BE
MADE IN THE PRESENCE OF THE OWNER OR AUTHORITY HAVING JURISDICTION, OR AS OTHERWISE DIRECTED BY,
THE ARCHITECT, WHO SHALL BE GIVEN FIVE (5) DAYS NOTICE BY THIS CONTRACTOR OF HIS READINESS TO
PERFORM SUCH TESTS. ANY LEAKS THAT DEVELOP DURING THE TESTS SHALL BE REPAIRED BY REMAKING THE
JOINT OR REPLACING PIPE AND FITTINGS. TEMPORARY CAULKING WILL NOT BE PERMITTED. NO PIPING SHALL BE
INSULATED OR CONCEALED UNTIL IT HAS BEEN TESTED, WITH RESULTS ACCEPTABLE TO THE ARCHITECT. AIR
TESTING WILL BE ACCEPTABLE WHERE PERMITTED BY THE VIRGINIA CONSTRUCTION CODE. TEST SYSTEMS EITHER
IN ITS ENTIRETY OR IN SECTIONS.
B. WASTE AND VENT SYSTEMS: CONDUCT TESTS BEFORE FIXTURES ARE CONNECTED. CONDUCT WATER TEST AS
DIRECTED IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE AND THIS SPECIFICATION.
(1) WATER TEST: IF ENTIRE SYSTEM IS TESTED, TIGHTLY CLOSE ALL OPENINGS IN PIPES EXCEPT HIGHEST
OPENING AND FILL SYSTEM WITH WATER TO POINT OF OVERFLOW. IF SYSTEM IS TESTED IN SECTIONS,
TIGHTLY PLUG EACH OPENING EXCEPT HIGHEST OPENING OF SECTION UNDER TEST, FILL EACH SECTION WITH
WATER AND TEST WITH AT LEAST 10-FOOT HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, TEST AT
LEAST UPPER 10 FEET OF NEXT PRECEDING SECTION SO THAT EACH JOINT OR PIPE EXCEPT UPPERMOST
10-FOOT HEAD OF WATER. KEEP WATER IN SYSTEM, OR IN PORTION UNDER TEST, FOR AT LEAST 15 MINUTES
BEFORE INSPECTION STARTS. SYSTEM SHALL THEN BE TIGHT AT ALL JOINTS.
C. POTABLE WATER SYSTEM: TEST AFTER INSTALLATION OF PIPING AND DOMESTIC WATER HEATERS, BUT BEFORE
PIPING IS CONCEALED, BEFORE COVERING IS APPLIED AND BEFORE PLUMBING FIXTURES ARE CONNECTED. FILL
SYSTEMS WITH WATER AND MAINTAIN HYDROSTATIC PRESSURE OF 125 PSIG OR AT 50 PERCENT HIGHER THAN
ACTUAL OPERATING PRESSURE WHICH EVER IS GREATER FOR ONE HOUR DURING INSPECTION AND PROVE TIGHT
WITHOUT ANY LOSS OF PRESSURE.
D. GAS SYSTEM: GAS PIPING SHALL BE TESTED AND INSPECTED IN ACCORDANCE WITH VIRGINIA CONSTRUCTION
CODE.
E. VACUUM SYSTEM: PRESSURE TEST AND CROSS-CONNECTION TEST SHALL COMPLY WITH PARAGRAPH 4-10, NFPA
99, HEALTH CARE FACILITIES.
23. DISINFECTION: AFTER TESTS HAVE BEEN SUCCESSIVELY COMPLETED, THOROUGHLY FLUSH AND DISINFECT THE NEW
INTERIOR DOMESTIC WATER DISTRIBUTION SYSTEM PIPING IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE.
24. CLEANING:
A. REMOVE TRASH, PLASTER, DUST, PAINT SPOTS AND ALL FOREIGN MATTER FROM INSIDE AND OUTSIDE OF ALL
FIXTURES AND EQUIPMENT.
B. THE CONTRACTOR SHALL CHECK EACH LENGTH OF PIPE BEFORE IT IS PUT IN PLACE TO MAKE CERTAIN THERE IS
NOT FOREIGN MATERIAL (STONES, SAND, ETC.) IN THE SYSTEMS. PROVIDE TEMPORARY BYPASS AROUND
EQUIPMENT IF OR AS REQUIRED. ALL PLUMBING PIPES SHALL BE THOROUGHLY FLUSHED WITH WATER TO REMOVE
CONSTRUCTION DEBRIS BEFORE FINAL CONNECTIONS ARE MADE TO EQUIPMENT AND FIXTURES.
25. REPORTS: REPORT OF CLEANING, STERILIZING AND TESTING: CONTRACTOR SHALL VERIFY IN WRITING BEFORE
COMPLETION OF THE JOB THAT ALL SPECIFIED CLEANING PROCEDURES, TESTS AND STERILIZING HAVE BEEN
PERFORMED, WITH RESULTS AS SPECIFIED OR AS REQUIRED BY CODES.
26. CATALOG DATA FOR OWNER: FURNISH ONE BOUND COPY OF CATALOG DATA ON EACH MANUFACTURED ITEM OF
EQUIPMENT USED IN THE PLUMBING WORK, COMPLETE WITH INDEX LISTING THE PRODUCTS ALPHABETICALLY
BY NAME, TOGETHER WITH THE NAMES AND ADDRESSES OF MANUFACTURERS, SALES, AND SERVICE
REPRESENTATIVES. PROVIDE TWO (2) BOUND COPIES OF OPERATING AND MAINTENANCE INSTRUCTIONS OF
EACH ITEM OF EQUIPMENT, AND ONE DIGITAL COPY ALL IN SAME FORMAT, CONTENT AND SEQUENCE.
PLUMBING SYSTEM NOTES AND SPECIFICATIONS
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PARTIAL FIFTH FLOOR NEW WORK PLAN - PLUMBINGSCALE: 1/8" = 1'-0"
LAB
5029LAB
5029B
CORRIDOR
CR-5B
LAB
5005BLAB
5005
ICE
E03
LAB
5014
CORRIDOR
CR-5A
LAB
5034
LAB
5026
LAB
5016
OFFICE
5016B
EXISTING PLUMBING SINKS, EYEWASH,
FAUCETS AND PIPING TO REMAIN
1
1 2
2
2
2
2
2
2
2 2
2
2
2
2
22
1
PLUMBING APPURTENANCES SHALL INCLUDE BUT NOT LIMITED TO
THE FOLLOWING: ALL FITTINGS, HANGERS AND SUPPORTS, BOLT
CAPS, VALVE SUPPLIES, TRAPS, TRIM SUCH AS ESCUTCHEONS,
PIPING COVERS, TRAP WRAP AND LOOSE KEY ANGLE STOPS.
3 51
6
6
3 5
18 21
2
2
2
EX 3"W DN,
2"VTR
3"W, 2"V
10
3" STANDPIPE
EX 1"CW 11
EX 1"HW 11
9
EX 3"W,
2"VTR
DI
2"W, 2"V
6 8
2"
7
EX 3"W DNSA-A
DI
13
GA
13
DIG
A
6 8EX 2"W, 2"V
SA-A
2"W
16
16
14
GLASSWARE
WASHER #1
GLASSWARE
WASHER #2
12
17 20
AUTOCLAVE
19
3 5
6
3 5 7
21 23
18 21
8
6 8
3 5 7 31 378
3 5 7
18 23 31
23
25
23
18 21 23
3 5 7
22 23
18
31
7
31
7
27
37
18 31
EX. 2"VTR29 3028 312"W, 2"V
5 26
23
18
18
LT-1
28 29 30
31 32
2"W, 2"V
G
1/2"
1/2"
1"
1/2"
1/2"
G
G1"
1/2"
1/2"
1/2"
1613
1613
LT-2
15
12 17 2015
1/2" 33
7
1/2"
33
1"
1/2"
2"W 34
ABV FL
4
EX 2"W,
2"VTR
NEW FD
EX FD
EX EEWS
TO REMAIN35
1 1/4"TW DN
1"H&CW DN 31
1/2"
2"CW
1 1/2"HW
1 1/4"TW DN
EEWS
TW
NEW ES
1 1/4"TW
35
1"H&CW DN31
1"
ES RELOCATED
1 1/4"TW35
1"H&CW DN
31
1/2"
CS-3
EX 2"CW
RISER
EX 1 1/2"HWEX 1/2"HWR DN
2"
1 1/2"
CS-1 1/2"
1/2"
2"
CS-21/2"
1"H&CW DN 31
1 1/4"TW DN
EX EEWS
TO REMAIN35
36
36
ADR
SK-1
SK-1
8
SK-2
7
31
SK-1
3 5 7
8 18 21 31
EX
HOOD
14
SK-2
SK-2 SK-2
LAB
5017
35
1"H&CW DN 31
NEW ES
1"
5014A
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
NS
TO
REVISIONS DATE
DHH/CAD
PLAN NOTES:
1. MAINTAIN EXISTING DEIONIZED WATER.
2. NO NEW PLUMBING WORK THIS ROOM.
3. PROVIDE NEW FAUCETS, TAILPIECE, TRAP AND APPURTENANCES FOR
COMPLETE ASSEMBLY.
4. MODIFY EXISTING DRIP DRAIN. PROVIDE NEW RAISED RIM FLOOR DRAIN IN
SAME LOCATION.
5. PROVIDE WATTS SERIES USG-B-M1 UNDER SINK GUARDIAN ASSE 1070 AND CSA
B-125 THERMOSTATIC TEMPERING VALVE FOR SINGLE SINK DOMESTIC WATER
APPLICATIONS.
6. PROVIDE NEW NATURAL AND COMPRESSED AIR GAS VALVES.
7. PROVIDE NEW VALVED HOT, COLD AND DEIONIZED WATER PIPING FROM NEW
FIXTURE FAUCET TO EXISTING WATER PIPING WITH MINIMUM 1/2" SIZE.
8. PROVIDE NEW NATURAL GAS AND COMPRESSED AIR PIPING FROM VALVES TO
EXISTING GAS AND AIR PIPING WITH MINIMUM 1/2" SIZE.
9. SEE GLASSWARE DRAIN DETAIL SHEET P0.1.
10. EXTEND NEW 3" WASTE TO EXISTING 3" WASTE PIPING DOWN.
11. EXTEND 1/2" VALVED HOT AND COLD WATER PIPING FROM GLASSWASHERS (2)
TO EXISTING 1" HOT AND COLD PIPING. CONTRACTOR SHALL VERIFY LOCATION
IN FIELD. EXTEND 1/2" VALVED COLD WATER PIPING FROM EXISTING 1"CW
PIPING FOR CONDENSATE WATER AND TEMPERED WASTE. SEE GLASSWARE
PIPING CONNECTION DETAIL SHEET P0.1.
12. EXTEND 1/2" VALVED DEIONIZED WATER PIPING FROM GLASSWASHERS (2) TO
EXISTING 1" DEIONIZED PIPING. CONTRACTOR SHALL VERIFY LOCATION IN
FIELD. UNIT PROVIDED 1/2" HOSE WITH 3/4" FEMALE CONNECTION.
13. CEILING SERVICE PANEL. SEE CEILING SERVICE PANEL DETAIL SHEET E1.3.
EACH PANEL SHALL SUPPLY TWO QUICK CONNECTIONS FOR NATURAL GAS.
14. PROVIDE NEW GAS, VACUUM, COMPRESSED AIR AND WATER VALVES.
CONNECT TO EXISTING LINES.
15. CONTRACTOR SHALL VERIFY COLD WATER AND HOT WATER PRESSURE IN
FIELD. IF COLD WATER PRESSURE LESS THAN 14.5 PSI, IF HOT WATER
PRESSURE 5.8 PSI, THEN CONTRACTOR SHALL ALERT ENGINEER FOR
POSSIBLY BOOSTING PRESSURE. IF EITHER HOT OR COLD WATER PRESSURE
ARE IN EXCESS OF 145 PSI, THEN CONTRACTOR SHALL ALERT ENGINEER FOR
POSSIBLY REDUCING PRESSURE WITH A VALVE.
16. PROVIDE 3/8" BRAIDED STAINLESS STEEL HOSE WITH 3/8" FEMALE INLET AND
3/8" MALE OUTLET FROM PANEL TO WORK STATION, 72" LENGTH FOR NATURAL
GAS CONNECTION (2) PER PANEL. PROVIDE QUICK-CONNECT FITTINGS COLOR
CODED FOR SERVICE AND KEYED TO PREVENT CONNECTION TO THE WRONG
SERVICE.
17. PROVIDE ATMOSPHERIC VACUUM BREAKER ASSE 1001 WATTS MODEL NO.
288A-C FOR GLASSWARE WASHER'S HOT WATER, COLD WATER AND DEIONIZED
WATER CONNECTIONS. MOUNT MINIMUM 6 FEET ABOVE FINISHED FLOOR.
18. PROVIDE WATTS MODEL NO. LF7 LEAD-FREE DUAL CHECK BACKFLOW
PREVENTER FOR EYEWASH LOCATIONS. PLACE IN TEMPERED WATER LINE
IMMEDIATELY AFTER TEMPERING VALVE.
19. PROVIDE WATTS SPILL RESISTANT BACKFLOW PREVENTER LF 289 FOR ALL
WATER CONNECTIONS (HOT WATER, COLD WATER, DEIONIZED WATER).
INSTALL 6" ABOVE WATER LEVEL.
20. INSTALL MILLIQ WATER POLISHER IN DEIONIZED WATER PIPING AHEAD OF
DISHWASHERS. EXTEND INDIRECT DRAIN ALONG WALL BEHIND EQUIPMENT TO
MODIFIED DRAIN. SEE NOTE 4.
21. PROVIDE NEW STAINLESS STEEL DROP-IN SINK SK.
22. EXISTING INTEGRAL SINK REMAINS.
23. PROVIDE NEW HAND HELD EEW-1 EYEWASH WITH BFP AND TEMPERING VALVE.
24. NOT USED.
25. SEE DEMO NOTES 8 AND 27 ON SHEET PD1.1. ROUTE NEW WASTE PIPING FOR
NEW RAISED RIM FD IN E03 AT CEILING OF 4TH FLOOR TO CONNECT TO
EXISTING FD IN LAB 5026, MAINTAIN SLOPE FOR DRAINAGE. EXTEND INDIRECT
DRAINS FROM ICE MAKER TO NEW FLOOR DRAIN IN RM E03.
26. CONTRACTOR SHALL RELOCATE 2-COMPARTMENT LAUNDRY SINK FROM LAB
5034.
27. SEE GLASSWARE WASHER DRAIN DETAIL SHEET P0.1.
28. EXTEND NEW 2"W INDIRECT DRAIN TO EXISTING DRIP DRAIN LOCATION.
TERMINATE DRAIN ABOVE FLOOR DRAIN RIM.
29. EXTEND 2" VENT TO EXISTING 2" VENT THRU ROOF.
30. PROVIDE NEW VALVED HOT AND COLD WATER PIPING FROM NEW FIXTURE
FAUCET TO EXISTING WATER PIPING WITH MINIMUM 1/2" SIZE.
31. PROVIDE SHOCK ABSORBER SA-A FOR EACH SUPPLY.
32. PROVIDE NEW SINGLE BOWL LAUNDRY TUB, LT-1.
33. EXTEND NEW PIPING TO EXISTING PIPING OF ADEQUATE SIZING (1 SIZE
LARGER THAN NEW PIPING).
34. EXTEND NEW 2" WASTE TO EXISTING 3" WASTE PIPING DOWN.
35. WALL MOUNTED EXPOSED LOCKABLE BOX WITH TEMPERING VALVE.
36. PROVIDE LOCKABLE BALL VALVE IN RISER WITH TAG THAT STATES "VALVE
SHALL REMAIN LOCKED OPEN UNLESS IN REPAIR". KEY TO BE PROVIDED TO
HEAD OF MAINTENANCE.
37. OWNER PROVIDED CASEWORK AND SINK RELOCATED.FUME HOOD NOTE:
(TYPICAL ALL HOODS)
IF FUME HOOD HAS A SINK, PROVIDE NEW STOPS, SUPPLIES AND
APPURTENANCES. VERIFY THAT FAUCET AND SINK ARE IN WORKABLE
CONDITION AND IF NOT, PROVIDE PARTS AND REPAIR TO INSURE PROPER
FUNCTION.
IF FUME HOOD HAS NATURAL GAS CONNECTIONS, VERIFY THAT GAS
VALVES ARE IN WORKABLE CONDITION AND IF NOT, PROVIDE PARTS AND
REPAIR TO INSURE PROPER FUNCTION.0 16 24 328
1/8" = 1' - 0"
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PARTIAL FIFTH FLOOR DEMOLITION PLAN - DUCTWORKSCALE: 1/8" = 1'-0"
1
1
12
3
4
4
4
4
5
4
44
4
4
6
6
6
6
6
6
15x18
43x1639x16
37x14 30x12
30
x8
34x20 38x14
27
x14
32x12
27
x12
16x12
12x10
27x18
30x1833x1843x18
27x12
16x12
16x12
27
x18
16
x18
18
x8
34x20
27
x11
27
x14
15
x14
16
x12
LAB
5005
LAB
5005B
LAB
5017
LAB
5029B
LAB
5029LAB
5029A
OFFICE
5029C
ICE
E03
CORRIDOR
CR-5B
OFFICE
5014A
LAB
5014LAB
5010LAB
5000
LAB
5007
LAB
5034
LAB
5026
LAB
5026
LAB
5016
JANITOR
E06
CORRIDOR
CR-5C
OFFICE
5016B
CORRIDOR
CR-5A
1
1
CS135CS
139
VS121
VS120VS118
VS125VS123VS122
VE84 VE86 VE88
VS126
VS124
VS130 VS133
CS140
VS127
1 1
4 6 4 6
1
762
PARTIAL FIFTH FLOOR DEMOLITION PLAN - PIPINGSCALE: 1/8" = 1'-0"
LAB
5005
LAB
5005B
LAB
5017
LAB
5029B
LAB
5029LAB
5029A
OFFICE
5029C
ICE
E03
CORRIDOR
CR-5B
OFFICE
5014A
LAB
5014
LAB
5010LAB
5000
LAB
5007
LAB
5034
LAB
5026
LAB
5016
JANITOR
E06
CORRIDOR
CR-5C
OFFICE
5016B
CORRIDOR
CR-5A
EXISTING 1-1/2"
LP STEAM
1-1/2" LP
1-1/2" LP
1" LP
3/4" LP
1
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
NS
TO
REVISIONS DATE
MEH
DEMOLITION NOTES:
1. REMOVE EXISTING CEILING DEVICE, ASSOCIATED ACCESSORIES, INSULATION, AND SUPPORTS. CLEAN AND
PREPARE DUCT FOR CONNECTION TO NEW WORK. SEAL EXISTING OPENING AIR TIGHT.
2. THOROUGHLY CLEAN EXISTING FUME HOOD. EXISTING FUME HOOD IS HAZARDOUS AND CHEMICAL LADEN.
CONTRACTOR SHALL TAKE PROPER SAFETY PRECAUTIONS IN ACCORDANCE WITH CURRENT OSHA AND
ENVIRONMENTAL HEALTH AND SAFETY STANDARDS WHEN CLEANING FUME HOOD AND ASSOCIATED
ACCESSORIES. COORDINATE CLEANING CLOSELY WITH THE UNIVERSITY ENVIRONMENTAL HEALTH AND
SAFETY DEPARTMENT.
3. REMOVE EXISTING SPLIT SYSTEM HEAT PUMP INDOOR AND OUTDOOR UNIT, ASSOCIATED REFRIGERANT,
PIPING ACCESSORIES, CONTROLS, WIRING, CONDUIT, AND SUPPORTS.
4. REMOVE EXISTING DUCTWORK, CEILING DEVICES, AND SUPPORTS TO THE EXTENT SHOWN. CLEAN AND
PREPARE DUCTWORK FOR CONNECTION TO NEW WORK. SEAL EXISTING OPENING AIR-TIGHT.
5. REMOVE EXISTING WINDOW AIR CONDITIONING UNIT, ASSOCIATED DUCTWORK, PIPING AND CONTROLS.
6. EXISTING EXHAUST DUCT, AIR DEVICES, AND ACCESSORIES ARE POTENTIALLY HAZARDOUS AND CHEMICAL
LADEN. CONTRACTOR SHALL TAKE PROPER SAFETY PRECAUTIONS IN ACCORDANCE WITH CURRENT OSHA
AND ENVIRONMENTAL HEALTH AND SAFETY STANDARDS WHEN HANDLING DURING DEMOLITION.
COORDINATE CLOSELY WITH THE UNIVERSITY ENVIRONMENTAL HEALTH AND SAFETY DEPARTMENT.
7. DISCONNECT EXISTING HOOD FROM EXISTING FUME EXHAUST DUCT AND PREPARE HOOD FOR
RELOCATION. CLEAN FUME EXHAUST DUCT AND CAP AND PREPARE FOR CONNECTION TO NEW WORK.
COORDINATE WITH PLUMBING, ELECTRICAL, AND ARCHITECTURAL PLANS.
DEMOLITION NOTES:
1. REMOVE EXISTING LOW PRESSURE STEAM PIPING, INSULATION, ACCESSORIES AND CONNECTION TO
EXISTING AUTOCLAVE. CAP PIPING AND PREPARE FOR CONNECTION TO NEW WORK.
0 16 24 328
1/8" = 1' - 0"
LEGEND:
1-HR FIRE WALL
2-HR FIRE WALL
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GENERAL NOTES:
1. ALL DUCTWORK AND PIPES SHALL BE COORDINATED WITH OTHER NEW AND EXISTING DUCTS, PIPES, LIGHTS, STRUCTURAL
SYSTEM, CEILING SUPPORTS AND FRAMING BEFORE INSTALLATION. MINOR DUCT AND PIPE OFFSETS AND MINOR DUCT
TRANSITIONS SHALL BE PROVIDED AS REQUIRED. WHERE TRANSITIONS ARE REQUIRED, CROSS SECTIONAL AREA OF DUCT
SHALL NOT BE REDUCED. MEASUREMENTS FOR VERTICAL CLEARANCES OF DUCTWORK SHALL BE TAKEN AT THE JOB SITE
BEFORE FABRICATION OF ANY DUCTWORK.
2. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS.
3. MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL CODES, APPLICABLE PROVISIONS OF LATEST EDITION OF
NATIONAL FIRE PROTECTION ASSOCIATION, LOCAL UTILITY REGULATIONS AND GOVERNMENTAL DEPARTMENTS HAVING
JURISDICTION.
4. CONTRACTOR SHALL SEAL PENETRATIONS IN EXISTING WALLS AS REQUIRED TO COMPLY WITH EXISTING WALL RATINGS.
5. VERIFY WALL OPENINGS WITH STRUCTURE.
6. VERIFY THE FINAL LOCATION OF ALL THERMOSTATS, TEMPERATURE SENSORS, PANELS AND CONTROL INSTRUMENTS WITH
THE ARCHITECT AND OWNER PRIOR TO ROUGH-IN.
7. VERIFY LOCATIONS OF NEW AND EXISTING EQUIPMENT AND ROUTE OF DUCTWORK WITH EXISTING CONDITIONS.
8. ALL CUTTING AND PATCHING FOR THE INSTALLATION OF NEW WORK IN EXISTING BUILDING SHALL BE DONE BY THE GENERAL
CONTRACTOR.
9. REFER TO ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS TO COORDINATE THE EXACT LOCATIONS OF
DIFFUSERS, REGISTERS, GRILLES, PIPING AND OTHER MECHANICAL EQUIPMENT WITH CEILING GRID, LIGHTS, BEAMS AND
OTHER BUILDING COMPONENTS.
10. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SUPPORTS REQUIRED TO MOUNT MECHANICAL EQUIPMENT, PIPING AND
DUCTWORK.
11. WHERE PIPE AND DUCT CONNECTIONS ARE SHOWN CONNECTING TO EXISTING, CONTRACTOR SHALL DETERMINE EXACT
LOCATIONS AND CONNECTION SIZES PRIOR TO INSTALLATION.
12. DUCTWORK SHALL BE ZINC-COATED SHEET STEEL OR ALUMINUM, CONSTRUCTED AND INSTALLED AS RECOMMENDED BY THE
LATEST EDITION OF SMACNA "HVAC DUCT CONSTRUCTION STANDARDS". COAT ALL INTERIOR SURFACES OF RIGID
FABRICATED AND PRE-MANUFACTURED DUCT AND ACCESSORIES WITH ONE COAT OF FOSTER 40-20 FUNGICIDAL PROTECTIVE
FINISH AS MANUFACTURED BY FOSTER PRODUCTS CORPORATION OR PROVIDE DUCTWORK WITH AGION ANTI-MICROBIAL
COATED STEEL/ALUMINUM.
13. FLEXIBLE DUCTS SHALL BE FLEXIBLE METAL OR METAL AND NEOPRENE-COATED CANVAS HOSE INSULATED WITH 1" THICK
FIBERGLASS WITH VINYL VAPOR BARRIER. ALL ROUND DUCT TAKE-OFFS SHALL BE MADE WITH SPIN-IN FITTINGS WITH 45 DEG.
EXTRACTOR AND BALANCING DAMPER. THE DUCT DIAMETER SHALL MATCH THE AIR DIFFUSER SIZE UNLESS OTHERWISE
INDICATED.
14. PROVIDE FLEXIBLE DUCT CONNECTIONS BETWEEN THE SUPPLY AND RETURN DUCTS FROM THE AIR UNITS. FLEXIBLE
CONNECTIONS SHALL BE WEATHERTIGHT WHEN EXPOSED.
15. PROVIDE AIR TIGHT SEAL BETWEEN DUCTWORK AND FIRE PARTITIONS/WALLS WITH FIRE RESISTANT MATERIAL.
16. SUPPLY AIR DUCTWORK SHALL BE INSULATED WITH 1 LB. DENSITY, FLEXIBLE TYPE, 1-1/2" THICK WITH FACTORY APPLIED
FACING OF 0.7 MIL FOIL-SCRIM-WHITE KRAFT PAPER JACKET EFFECTIVELY VAPOR SEALED.
17. NEW DUCT AND PIPE INSULATION SHALL BE AS SPECIFIED AND SHALL BE SEALED TO EXISTING. INSULATION THAT IS DAMAGED
OR REMOVED FOR NEW WORK SHALL BE REPLACED, REPAIRED AND SEALED AS REQUIRED.
18. ALL CEILING DIFFUSERS SHALL BE 4-WAY THROW TYPE UNLESS NOTED OTHERWISE.
19. CEILING DIFFUSERS SHALL BE PRICE SQUARE LOUVER FACE, LAY-IN, ADJUSTABLE TYPE COMPLETE
WITH EQUALIZING DEFLECTORS AND VOLUME CONTROL UNITS. FINISH SHALL BE WHITE.
20. RETURN GRILLES AND REGISTERS SHALL BE PRICE SERIES 635, 45 DEGREE DEFLECTION. DAMPERS FOR REGISTERS SHALL
BE FACE OPERATED AND OPPOSED BLADE TYPE.
21. AIR DEFLECTORS SHALL BE INSTALLED IN ALL SQUARE ELBOWS.
22. CEILING GRID AND OTHER ITEMS SHALL NOT BE SUPPORTED FROM OR IN CONTACT WITH MECHANICAL EQUIPMENT. CONDUIT,
WIRING, PIPING AND SUPPORTS SHALL NOT BE LOCATED IN FRONT OF FAN COIL ACCESS PANELS.
23. DUCTWORK AND PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. COORDINATE INSTALLATION OF DUCTWORK
AND PIPING WITH ELECTRICAL PANELS WHEN SHOWN NEAR PANELS OR OVER ELECTRICAL ROOMS.
24. INSTRUCT THE OWNER IN THE PROPER OPERATION AND MAINTENANCE OF THE MECHANICAL SYSTEMS UNTIL THE OWNER IS
FULLY PREPARED TO OPERATE AND MAINTAIN THE MECHANICAL SYSTEM. HOWEVER, LENGTH OF INSTRUCTION TIME SHALL
BE LIMITED TO ONE DAY.
25. EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS SHALL BE GUARANTEED TO BE FREE FROM
DEFECTIVE MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED
OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS PERIOD SHALL BE CORRECTED AT NO
ADDITIONAL COST.
26. ALL NEW RIGID SUPPLY AND EXHAUST DUCTWORK SHALL BE INTERNALLY COATED WITH ANTI-MICROBIAL PAINT IN STRICT
ACCORDANCE WITH THE UNIVERSITY'S CURRENT STANDARDS.
HVAC LEGENDABOVE ABV
ABOVE FINISHED FLOOR AFF
AIR CONDITIONING UNIT AC
AIR HANDLING UNIT AHU
ANCHOR
BELOW BEL
BETWEEN BET
CAPACITY CAP
CEILING CLG
CEILING GRILLE CG
CEILING REGISTER CR
CHECK VALVE
CHILLED WATER RETURN PIPE CWRCWR
CHILLED WATER SUPPLY PIPE CWS CWS
CIRCUIT SETTERCS(GPM)
CLEANOUT COCO
COMMON C
CONTROL SWITCH S
COOLING COIL CONDENSATE DRAIN PIPE CCCD DCUBIC FEET PER MINUTE CFM
DEGREES FAHRENHEIT °F
DIAMETER DIA
DIRECTION OF FLOW
DIRECTION OF SLOPE DOWN
DOWN DN
DRY BULB DB
DUCT SLOPE DOWN DN
DUCT SLOPE UP UP
DUCT TRANSITION
DUCTWORK (NEW)
ACOUSTIC LINED
RETURN & EXHAUST
SUPPLY WATERTIGHT
DUCTWORK (EXISTING TO REMAIN) EX RETURN EX R EXHAUST EX E
SUPPLY EX S
DUCTWORK (EXISTING TO BE REMOVED)
EACH EA
ENTERING AIR TEMPERATURE EAT
ENTERING WATER TEMPERATURE EWT
EXISTING, REMOVE FROM THIS POINT
FAN COIL UNIT FC
FEET FT
FEET PER MINUTE FPM
FIRE DAMPER FD
FIRE/SMOKE DAMPER FSD
FIRESTAT FS
FLEXIBLE DUCT CONNECTION
FLEXIBLE DUCT RUNOUT
FLEXIBLE PIPE CONNECTION
FLOOR FL
FLOW SWITCH FSW FSW
FREEZE PROTECTION FP
FROM FRM
GALLONS GAL
GALLONS PER MINUTE GPM
GLOBE VALVE GBV
HEATING WATER RETURN PIPE HWR HWR
HEATING WATER SUPPLY PIPE HWS HWS
HORIZONTAL UNIT HEATER HUH
HORSEPOWER HP
HOUR HR
HUMIDISTAT HINCH IN
INLINE EXHAUST FAN IEF
KILOWATT KW
LEAVING AIR TEMPERATURE LAT
LEAVING WATER TEMPERATURE LWT
MANUAL AIR VENTMAV
MANUAL DAMPER MD
MOTOR OPERATED DAMPER MOD
NEW CONNECTED TO EXISTING
NORMALLY CLOSED NC
NORMALLY OPEN NO
OUTDOOR AIR OA
PIPING INDICATION WITH RESPECT
TO FLOW
BOTTOM TAKEOFF
SIDE CONNECTION
TOP TAKEOFF
TURN DOWN OR FROM BELOW
TURN UP OR DOWN
TURN UP OR FROM ABOVE
POUNDS LBS
POUNDS PER SQUARE INCH GAGE PSIG
PRESSURE DROP PD
PRESSURE GAUGE
PRESSURE REDUCING VALVE (FILL VALVE) PRV
PRESSURE RELIEF VALVE
R
RETURN AIR RA
REVOLUTIONS PER MINUTE RPM
SERVICE VALVE
STATIC PRESSURE SP
STRAINER
SUPPLY AIR SA
THERMOMETER
THERMOSTAT OR TEMPERATURE SENSOR T'STAT TTHOUSAND BTU PER HOUR MBH
THREE-SPEED FAN SWITCH S
THREE-WAY CONTROL VALVE
TWO-WAY CONTROL VALVE
UNION
WALL HEATER WH
WET BULB WB
RETURN/EXHAUST CFM
REGISTER WIDTH
REGISTER HEIGHT
200/0808
CR
AIR DEVICE TYPE
NOTE: SIZING FOR GRILLES SIMILAR
REGISTER SIZINGNO SCALE
LATERAL BRANCHDUCT DETAILSCHEMATIC
NOTE:
PROVIDE MD ONLY WHERE INDICATED ON DRAWINGS.
SINGLE LINE
REPRESENTATION
AIR
FLOW
AIR
FLOWMD
L = 1/4W, 4" MIN.
L
DUCT SIZE AS
SHOWN ON PLAN
MANUAL
DAMPER
AIR
FLOWW
45°AIR FLOW
SUPPLY CFM DIFFUSER NECK SIZEDIFFUSER FACE SIZE
300/0824
DIFFUSER SIZINGNO SCALE
SCOOP
SEAL ALL AROUNDWITH DUCT MASTIC
DUCTSUPPLYRIGID
1" INSULATION
MD
NO SCALE
SPIN-IN FITTING DETAIL
METAL BAND CLAMP
WITH INSULATIONFLEXIBLE DUCT
ALL AROUNDSEAL AIR TIGHT
AIR
FLO
W
PIPE INSULATION
(WHERE REQUIRED)
WALL
GALVANIZED
STEEL PIPE
SLEEVE
WALL
PIPE
1/4" SPACE BETWEEN
SLEEVE & INSULATION
NOTE:
WHERE PIPES PENETRATE FIRE-RATED WALLS, FILL SPACE BETWEEN PIPE
AND SLEEVE WITH A FIRE-RESISTANT MATERIAL WITH SUFFICIENT RATING TO
MAINTAIN THE FIRE RATING OF THE WALL. WHERE PIPE PENETRATE
EXTERIOR WALLS, FILL SPACE BETWEEN PIPE AND SLEEVE WITH FIBERGLASS
INSULATION AND AS REQUIRED FOR NEW AND EXISTING FIRE RATINGS.
WALL PIPE SLEEVE DETAILNO SCALE
CHILLED WATER UNIVERSAL MOUNT FAN COIL UNITS: MULTI-AQUA
INDOOR FAN COIL UNIT MARK FC-5 FC-6
SUPPLY FAN
AIRFLOW, CFM (MAX/MIN) 870/800/575 879/750/650
COOLING
TOTAL CAPACITY, MBH 35.2 28.9
SENSIBLE CAPACITY, MBH 25.3 21.8
ENT. AIR TEMP, ° F, DB 80.0 80.0
ENT. AIR TEMP, ° F, WB 67.0 67.0
ENT. WATER TEMP, ° F 45.0 45.0
WATER FLOWRATE (GPM) 7.5 7.0
WATER PRESSURE DROP (FT W.G.) 6.9 7.2
FILTERS (TYPE) WASHABLE WASHABLE
UNIT ELECTRICAL (V/Hz/Ph) 208/60/1 208/60/1
MOTOR (kW) 0.26 0.087
MCA / MOP (A) 2.0 / 3.0 1.06 / 3.0
FULL LOAD AMPS (A) 1.5 0.85
UNIT MODEL MHCFC4W-12-01 CFFWA4P-08-1-U
CONFIGURATION 4-WAY RECESSED CEILING SUSPENDED
ESTIMATED UNIT WEIGHT (LBS) 90 95
NOTES
1. COOLING CAPACITY BASED ON 45°F ENTERING WATER TEMPERATURE.
2. REFER TO PLANS FOR UNIT QUANTITIES.
3. ALL UNITS SHALL INCLUDE GRILLE KIT (CEILING RECESSED) AND FACTORY INSTALLED
CONDENSATE PUMP.
4. UNIT PERFORMANCE SELECTED AT MEDIUM FAN SPEED.
PIPE PENETRATION FIRESTOP DETAILNO SCALE
System No. W-J-5140
SECTION A-A
1. Wall Assembly — Min 3-3/4 in. (95 mm) and 5 in. (127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600 2400 kg/m³) concrete for 1 and 2 hr rated
assemblies, respectively. Wall may also be constructed of any UL Classified Concrete Blocks*. The max diam of the opening is dependent upon the type through
penetrant installed within the firestop system as shown in Item 4.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.
2. Steel Sleeve — (Optional) Max 18 in. (457 mm) diam Schedule 40 (or heavier) steel pipe sleeve cast in or grouted into wall, flush with both surfaces of wall assembly.
3. Through Penetrant — One metallic pipe or tubing installed concentrically or eccentrically within the firestop system. Pipe or tube to be rigidly supported on both sides of
wall assembly. The following types and sizes of metallic pipes or tube may be used:
A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 40 (or heavier) steel pipe. When steel pipe is used, T Rating is 1/2 hr.
B. Copper Tube — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tube. When copper tube is used, T Rating is 1/2 hr and 1 hr when installed in 1
and 2 hr rated walls, respectively.
C. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. When copper pipe is used, T Rating is 1/2 and 1 hr when installed in 1 and
2 hr rated walls respectively.
4. Pipe Covering* — Max. 2 in. (51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m³) glass fiber units, jacketed on the outside with an all service jacket.
Longitudinal joints sealed with metal fasteners or factory-applied SSL tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product.
When pipe covering thickness is less than 2 in., T Rating is 0 hr.
See Pipe and Equipment Covering-Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the
above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.
The min and max annular space of the firestop system is dependent on the type and max diam of the through penetrant used as shown in the table below:
A
F Ratings — 1 and 2 Hr (See Items 1 and 4)T Ratings — 0, 1/2, and 1 Hr (See Item 3 and 4)
6. Fill, Void or Cavity Material*-Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of
wall. At point contact, an additional 1/2 in. (13 mm) bead of sealant shall be applied to the insulated pipe/wall interface on both surfaces of
wall.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as
Canada), respectively.
C
CLA
SS I F IED
Classified byUnderwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115
US
Through Penetrant
Type
Max Diam,
In., (mm)
Min Annular
Space, In. (mm)
Max Annular
Space, In. (mm)
Steel Pipe 12 (305) 0 (0) 1/2 (13)
Copper Pipe or Tube 6 (152) 0 (0) 1-7/8 (48)
A
1
2
54
3
2
CS
MAV IN COIL
WATER COIL
CCCD
DRAIN PAN
CWR
CWS
FAN COIL UNIT COILCONNECTION DETAILNO SCALE
1/2"HOSE-END DRAIN VALVE,
(PROVIDE ON LOWEST PIPE
CONNECTION TO COIL)
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL REMOVE OR ALTER AS NECESSARY ALL EXISTING PIPING, EQUIPMENT, EQUIPMENT FOUNDATIONS,
AND APPURTENANCES THAT ARE NOT REQUIRED FOR THE EXISTING SYSTEMS TO REMAIN. CONTRACTOR SHALL VISIT THE
SITE TO DETERMINE THE SCOPE OF THIS WORK AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS.
2. EXISTING EQUIPMENT SHALL BE TURNED OVER TO THE OWNER, UNLESS DIRECTED OTHERWISE AND LOCATED AS DIRECTED
BY THE OWNER. ALL OTHER ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND REMOVED
FROM THE PREMISES.
3. INSULATION ON EXISTING PIPING THAT IS DAMAGED OR REMOVED DUE TO THE DEMOLITION WORK SHALL BE REPLACED AND
SEALED AS REQUIRED TO PROVIDE CONTINUOUS COVERAGE.
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
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TO
REVISIONS DATE
MEH
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
NS
TO
REVISIONS DATE
MEH
1. SCOPE OF THE WORK: WORK SHALL INCLUDE COMPLETE HVAC SYSTEMS. PROVIDE SUPERVISION,
LABOR, MATERIAL, EQUIPMENT, MACHINERY, PLANT AND ITEMS NECESSARY FOR COMPLETE SYSTEMS
TESTED AND READY FOR OPERATION.
2. REGULATIONS: MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL CODES, APPLICABLE
PROVISIONS OF LATEST EDITION OF NATIONAL FIRE PROTECTION ASSOCIATION, LOCAL UTILITY
REGULATIONS AND GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION.
3. DRAWINGS: THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF
SYSTEMS AND WORK INCLUDED. WHERE VARIANCES OCCUR INCLUDE THE ITEMS OF BETTER QUALITY,
GREATER QUANTITY OR HIGHER COST.
4. COORDINATION OF WORK: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND
PROPER RELATION OF HIS WORK TO THE BUILDING STRUCTURE AND TO THE WORK OF OTHER TRADES.
CONTRACTOR SHALL PROVIDE DIMENSIONS AND LOCATIONS OF ALL OPENINGS, SHAFTS AND SIMILAR
ITEMS TO THE PROPER TRADES AND SHALL INSTALL WORK AS REQUIRED SO AS NOT TO DELAY THE
BUILDING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY HIS WORK OR
WORKMEN. REPAIRING OF DAMAGED WORK SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL
COST.
5. VISITING THE SITE: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE BEFORE
PRICING THE JOB TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS TO BE MET IN THE
EXECUTION OF THE WORK UNDER THIS CONTRACT. NO ADDITIONAL COMPENSATION WILL BE ALLOWED
RELATING TO SITE CONDITIONS.
6. INTERRUPTION OF SERVICES: INTERRUPTIONS OF SERVICE TO EXISTING SYSTEMS SHALL BE
COORDINATED WITH THE OWNER AS TO TIME AND DURATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY INTERRUPTIONS TO SERVICE AND SHALL REPAIR ANY DAMAGES TO EXISTING
SYSTEMS CAUSED BY HIS OPERATIONS.
7. WORK IN OCCUPIED AREAS: WORK IN OCCUPIED AREAS SHALL BE COORDINATED WITH THE OCCUPANT
AND OWNER AS TO TIME AND DURATION. THE CONTRACTOR SHALL PROTECT THE OCCUPIED AREA AND
SHALL BE RESPONSIBLE FOR CLEANING AND REPAIRING ANY DAMAGES CAUSED BY HIS WORK. SAFETY
OF BUILDING OCCUPANTS SHALL BE ASSURED AT ALL TIMES. TOOLS, MATERIAL, DIRT AND DEBRIS SHALL
BE REMOVED FROM OCCUPIED AREAS WHENEVER WORK AREAS ARE LEFT UNATTENDED.
8. ACCESSIBILITY: LOCATE EQUIPMENT WHICH MUST BE SERVICED OR MAINTAINED IN FULLY ACCESSIBLE
POSITIONS WHERE POSSIBLE. OTHERWISE, FURNISH ACCESS PANELS OF SUFFICIENT SIZE AND
LOCATED SO THAT THE CONCEALED EQUIPMENT CAN BE SERVICED.
9. FOUNDATION PADS AND ROUGH-IN: PROVIDE 4-INCH HIGH CONCRETE FOUNDATION PADS FOR
FLOOR-MOUNTED EQUIPMENT. ROUGH-IN OPENINGS SHALL ALIGN VERTICALLY AND HORIZONTALLY WITH
BUILDING STRUCTURE. WALL-MOUNTED THERMOSTATS SHALL BE MOUNTED 5'-4" ABOVE FINISHED
FLOOR TO BOTTOM OF THERMOSTAT.
10. SLEEVES: LOCATE SLEEVES DURING NORMAL COURSE OF WORK. PROVIDE SLEEVES FOR PIPING
PASSING THROUGH CONCRETE FLOOR SLABS AND CONCRETE, MASONRY, TILE AND GYPSUM WALL
CONSTRUCTION. SLEEVES SHALL NOT BE REQUIRED FOR PIPING EMBEDDED IN CONCRETE OR SLAB ON
GRADE, EXCEPT THAT COPPER PIPING SHALL REQUIRE SLEEVES THROUGH SLABS ON GRADE. SLEEVES
PLACED IN EXTERIOR WALLS BELOW GRADE SHALL BE WATERTIGHT. WHERE SLEEVES ARE LOCATED
THROUGH FIRE-RATED WALLS OR FLOORS, THE SLEEVE ASSEMBLIES SHALL MAINTAIN THE FIRE RATING
OF THE WALL OR FLOOR. SLEEVES SHALL BE CONSTRUCTED OF 20 GAUGE GALVANIZED STEEL WITH
LOCK SEAM JOINTS FOR ALL SLEEVES SET IN CONCRETE FLOOR SLABS. ALL OTHER SLEEVES SHALL BE
CONSTRUCTED OF GALVANIZED STEEL PIPE.
11. CUTTING AND PATCHING: THE CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING NECESSARY
TO INSTALL HIS WORK. PATCHING SHALL MATCH ADJACENT SURFACES. NO STRUCTURAL MEMBERS
SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT.
12. CLEANING: EQUIPMENT AND PIPING SHALL BE CLEANED TO REMOVE FOREIGN MATERIALS. PROVIDE
TEMPORARY FILTERS FOR AIR UNITS THAT ARE OPERATED DURING CONSTRUCTION. PLUG OR CAP
OPENINGS IN EQUIPMENT, DUCTWORK, PIPING AND MATERIALS UNTIL CONNECTION IS MADE TO THE
SYSTEM. REMOVE FROM THE PREMISES ALL UNUSED MATERIAL AND DEBRIS RESULTING FROM THE
PERFORMANCE OF HVAC WORK.
13. WIRING: STARTERS THAT ARE SPECIFIED TO BE FURNISHED AS AN INTEGRAL PART OF THE MECHANICAL
EQUIPMENT SHALL BE COMPLETE WITH PROPERLY SIZED OVERLOAD HEATERS. TEMPERATURE
CONTROL WIRING, EQUIPMENT CONTROL WIRING AND CONTROL INTERLOCK WIRING FOR MECHANICAL
EQUIPMENT SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. CONTROL WIRING SHALL NOT
INCLUDE ANY WIRING WHICH CARRIES MOTOR CURRENT. ALL WIRING SHALL BE IN METAL CONDUIT AND
SHALL COMPLY WITH THE ELECTRICAL SPECIFICATIONS.
14. START-UP: ALL MAJOR PIECES OF HVAC EQUIPMENT, INCLUDING, BUT NOT LIMITED TO, CHILLERS,
CONDENSING UNITS, BOILERS, BURNERS, AND PUMPS SHALL INCLUDE FACTORY START-UP AND
VERIFICATION BY TRAINED AND CERTIFIED FACTORY REPRESENTATIVE OF THE EQUIPMENT
MANUFACTURER. START-UP AND VERIFICATION REPORTS SHALL BE INCLUDED WITH BOUND SETS OF
OPERATING AND MAINTENANCE INSTRUCTIONS.
15. QUIET OPERATION: SYSTEMS SHALL OPERATE UNDER CONDITIONS OF LOAD WITHOUT UNUSUAL OR
EXCESSIVE NOISE OR VIBRATION. UNUSUAL OR EXCESSIVE NOISE OR VIBRATION SHALL BE CORRECTED.
16. TESTING AND BALANCING: THE CONTRACTOR SHALL PROVIDE THE SERVICES OF AN INDEPENDENT FIRM
CERTIFIED BY THE AABC OR NEBB TO ADJUST AND BALANCE THE HVAC EQUIPMENT TO ASSURE THAT
THE PROPER SEQUENCE OF CONTROL IS ESTABLISHED AND OPERATING IN A SAFE MANNER. THE AABC
OR NEBB CERTIFIED FIRM SHALL BALANCE WATER FLOW FOR ALL EQUIPMENT, CHILLERS, PUMPS,
BOILERS, MAIN CHILLED WATER LOOP, MAIN HEATING WATER LOOP, AND SHALL BE BALANCED FOR THE
GPM AS INDICATED ON THE DRAWINGS. THE AABC OR NEBB CERTIFIED FIRM SHALL GUARANTEE THAT
ALL TESTING ADJUSTING AND BALANCING WORK SHALL BE PERFORMED IN ACCORDANCE WITH NEBB
PRCEDURAL STANDARDS FOR TESTING AND ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS.
SHOP DRAWING REQUIRED FOR TESTING AND BALANCING REPORT.
17. INSTRUCTIONS TO OWNER: INSTRUCT THE OWNER IN THE PROPER OPERATION AND MAINTENANCE OF
THE MECHANICAL SYSTEMS UNTIL THE OWNER IS FULLY PREPARED TO OPERATE AND MAINTAIN THE
SYSTEMS. HOWEVER, LENGTH OF INSTRUCTION TIME SHALL BE LIMITED TO ONE (1) FULL DAY.
18. OPERATING AND MAINTENANCE: PROVIDE THE OWNER WITH TWO (2) BOUND SETS OF OPERATING AND
MAINTENANCE INSTRUCTIONS FOR ALL HVAC EQUIPMENT AND CONTROLS AND ONE (1) DIGITAL COPY IN
THE SAME FORMAT AND SEQUENCE.
19. GUARANTEE: EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS SHALL BE
GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP FOR ONE (1) YEAR AFTER
FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED FOR A LONGER PERIOD IN OTHER PORTIONS OF
THE SPECIFICATIONS. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS PERIOD
SHALL BE CORRECTED AT NO ADDITIONAL COST.
20. PAINTING: GENERAL - PAINT MECHANICAL EQUIPMENT AND MATERIALS (WHERE NOT CONCEALED).
PAINTING (IN CONCEALED SPACES) SHALL BE LIMITED TO EQUIPMENT AND MATERIALS NOT OTHERWISE
PROTECTED FROM RUSTING SUCH AS HANGERS AND SUPPORTS. PAINT SHALL BE PRODUCTS OF
SHERWIN-WILLIAMS, PITTSBURGH, PRATT-LAMBERT OR EQUAL. SURFACE PREPARATION, PRIMING AND
PAINT APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
GALVANIZED SURFACES SHALL BE PRETREATED WITH A PHOSPHORIC ACID CLEANING SOLUTION AND
PRIMED. AFTER PREPARATION EACH ITEM SHALL BE PAINTED, EXCEPT COLOR OF PAINT FOR EQUIPMENT
AND MATERIAL WHERE NOT CONCEALED SHALL BE AS SELECTED BY THE ARCHITECT. ITEMS NOT
CONCEALED IN ROOMS SHALL BE PAINTED OF THE SAME COLOR TO MATCH ADJACENT WALLS OR
CEILINGS. PAINTING IS NOT REQUIRED OF ITEMS WITH A FACTORY-FINISH COAT- FINISH TO BE SELECTED
BY ARCHITECT FROM MANUFACTURER FULL RANGE OF OPTIONS, INCLUDING STAINLESS STEEL. PATCH
PAINTING IS REQUIRED OF ANY DAMAGED AREAS TO MATCH FACTORY-FINISH COAT NAMEPLATES ON
EQUIPMENT SHALL NOT BE PAINTED.
21. IDENTIFICATION OF PIPES AND EQUIPMENT: EACH MAJOR PIECE OF EQUIPMENT, SUCH AS PIPING SHALL
BE IDENTIFIED BY MARKING THAT WILL READ THE SAME AS THE IDENTIFICATION SHOWN ON THE
DRAWINGS. STENCIL LETTERS SHALL BE 2 INCHES HIGH UPPER CASE PAINTED WITH WHITE ENAMEL ON
EQUIPMENT AND BLACK ENAMEL ON PIPING AND CONDUIT. IDENTIFICATION SHALL BE PAINTED ON EACH
PIPE OR CONDUIT WHERE EXPOSED OR ACCESSIBLE AND SHALL BE PLACED EVERY 15 FEET ALONG THE
PIPE OR CONDUIT.
22. PIPING:
A. STEAM, CONDENSATE AND PUMPED CONDENSATE PIPING: BLACK STEEL: ASTM A 53 GRADE B ERW OR
SEAMLESS SCHEDULE 40 STANDARD WEIGHT FOR STEAM AND ASTM A53 GRADE B ERW OR SEAMLESS
SCHEDULE 80 EXTRA HEAVY FOR CONDENSATE AND PUMPED CONDENSATE.
B. CHILLED WATER PIPING (2-1/2 INCH AND LARGER): BLACK STEEL: ASTM A 53 SCHEDULE 40 STANDARD
WEIGHT. CHILLED WATER PIPING, AND HEAT PUMP WATER PIPING (2-INCH AND SMALLER): BLACK STEEL:
ASTM A 53 SCHEDULE 40 STANDARD WEIGHT.
C. COPPER WATER TUBE OPTION: ASTM B 88, TYPE L, HARD DRAWN. EXCEPT UNDERGROUND LINES SHALL
BE TYPE K HARD DRAWN COPPER TUBING.
D. COOLING COIL CONDENSATE DRAIN LINES SHALL BE PVC OR TYPE 'M' HARD DRAWN COPPER TUBING.
PROVIDE WATER SEAL FROM EACH AIR HANDLING UNIT OF SUFFICIENT DEPTH TO PREVENT BLOW OUT
OR SIPHONING OF WATER.
E. FITTINGS FOR STEEL PIPE 2-1/2 INCH AND LARGER SHALL BE WELDED, OR FLANGED JOINTS SUITABLE
FOR 125 PSI SERVICE. BUTT WELD FITTINGS SHALL BE ANSI B16.9 WITH SAME WALL THICKNESS AS
CONNECTING PIPING. ELBOWS SHALL BE LONG RADIUS TYPE UNLESS OTHERWISE NOTED. WELDING
FLANGES AND BOLTING SHALL BE ANSI B16.5 FOR WATER SERVICE, WELD NECK OR SLIP-ON PLAIN FACE,
WITH 1/8-INCH THICK FULL FACE NEOPRENE GASKET SUITABLE FOR 220 DEG. F. FLANGE BOLTINGSHALL
BE CARBON STEEL MACHINE BOLTS OR STUDS AND NUTS, ASTM A 307, GRADE B.
F. FITTINGS FOR STEEL PIPE 2-INCH AND SMALLER: THREADED OR WELDED, SUITABLE FOR 125 PSI
SERVICE. BUTT WELD FITTINGS SHALL BE ANSI B16.9 WITH SAME WALL THICKNESS AS CONNECTING
PIPING. FORGED STEEL, SOCKET WELDING OR THREADED SHALL BE ANSI B16.11. THREADED SHALL BE
150 POUND MALLEABLE IRON, ASTM B16.3. BUSHING REDUCTION OF A SINGLE PIPE SIZE, OR USE OF
CLOSE NIPPLES, IS NOT ACCEPTABLE. UNIONS SHALL BE FED. SPEC. WW-U-531. WATER HOSE
CONNECTION ADAPTER SHALL BE BRASS, PIPE THREAD TO 3/4-INCH GARDEN HOSE THREAD, WITH HOSE
CAP NUT. WELDED BRANCH AND TAP CONNECTIONS SHALL BE FORGED STEEL WELDOLETS AND
THREDOLETS MAY BE USED FOR BRANCH CONNECTIONS UP TO ONE PIPE SIZE SMALLER THAN THE MAIN.
FORGED STEEL HALF-COUPLINGS, ANSI B16.11 MAY BE USED FOR DRAIN, VENT AND GAGE CONNECTIONS.
G. FITTINGS FOR COPPER TUBING: SOLDER JOINT SHALL BE WROUGHT COPPER, ANSI B16.22. SOLDER FOR
DRAIN PIPING SHALL BE 95-5 TIN-ANTIMONY, ASTM B 32 (95TA). BRONZE FLANGES AND FLANGED FITTINGS
SHALL BE ANSI B16.24.
H. DIELECTRIC FITTINGS: PROVIDE WHERE COPPER AND FERROUS METAL ARE JOINED. 2 INCH AND LESS:
THREADED DIELECTRIC UNION. 2-1/2 INCH AND LARGER: FLANGE UNION WITH DIELECTRIC GASKET AND
BOLT SLEEVES.
I. THREADED JOINTS: PIPE THREAD: ANSI B2.1. LUBRICANT OR SEALANT: OIL AND GRAPHITE OR OTHER
COMPOUND APPROVED FOR THE INTENDED SERVICE.
J. VALVES: VALVES SHALL BE STOCKHAM, MILWAUKEE, OR NIBCO. ALL VALVES SHALL BE SUITABLE FOR 125
PSI WORKING PRESSURE UNLESS NOTED OTHERWISE. VALVES SHALL HAVE THREADED OR GROOVED
CONNECTIONS, EXCEPT WHERE FLANGES ARE SPECIFIED THEY SHALL HAVE FLANGED CONNECTIONS OR
WHERE INSTALLED IN HARD DRAWN COPPER LINES THEY MAY HAVE SWEAT CONNECTIONS.
SERVICE VALVES 2-1/2 INCH AND SMALLER SHALL BE GATE OR BALL VALVE. GATE VALVE SHALL BE ASTM
B-62 BRONZE BODY AND SOLID WEDGE DISC, RISING STEM MSS SP-80, CLASS 125. BALL VALVE SHALL BE
ASTM B-584 ALLOY 844 BRONZE BODY AND STAINLESS STEEL BALL WITH TEFLON SEATS, CONVENTIONAL
PORT, AND BLOWOUT PROOF STEMS MSS SP-110, 150 PSI/600 PSI NON-SHOCK. PROVIDE EXTENDED STEM
PER APPLICATION.
SERVICE VALVES 3 INCH AND LARGER FOR WATER SERVICE SHALL BE ASTM A-536 DUCTILE IRON BODY
BUTTERFLY, ASTM B-148 ALLOY 954/955 DISC, EPDM SEATS, CLASS 200, LOCKING_TYPE MANUAL LEVER.
SERVICE VALVES FOR STEAM SERVICE (LOW PRESSURE) SHALL BE IRON BODY GATE, SOLID BRONZE
WEDGE DISC, FLANGED, OUTSIDE SCREW AND YOKE, MSS SP-70, BRONZE MOUNTED, CLASS 1 (125 PSIG).
GLOBE VALVES 2-INCH AND SMALLER SHALL BE ASTM B-62 BRONZE BODY AND DISC, MSS SP-80, CLASS
125. 2-1/2 INCH AND LARGER: SIMILAR TO ABOVE, BUT ASTM A-126 FLANGED CAST IRON BODY, WITH
BRONZE TRIM, BOLT BONNET, OS & Y, RENEWABLE SEAT AND DISC.
CHECK VALVES IN SIZES UP TO AND INCLUDING 2 INCH SHALL BE ALL BRONZE, SWING TYPE, WITH
REGRINDING DISC CAPABLE OF BEING REGROUND WITHOUT REMOVING THE VALVE BODY FROM THE
LINE. SIZES 2-1/2 INCH AND LARGER SHALL BE IRON BODY, BRONZE-TRIMMED, REGRINDING SEAT, SWING
TYPE, FOR WATER SERVICE.
K. BALANCING COCKS: COMBINATION BALANCING AND SHUT-OFF VALVES SHALL INCORPORATE A POSITION
INDICATOR AND MEMORY STOP OR LOCKING DEVICE SO THE VALVE CAN BE CLOSED WITHOUT
DISTURBING THE SETTING, AND BE RETURNED TO THE BALANCED POSITION WITHOUT FURTHER
ADJUSTMENT. 4-INCH AND LARGER: BUTTERFLY VALVES OR PLUG VALVES. 3-INCH AND SMALLER:
RESILIENT FACED ECCENTRIC PLUG OR LUBRICATED PLUG TYPE, IRON OR STEEL BODY, BRONZE PLUG
AND BEARINGS, WRENCH OPERATED, RATED 175 PSIG AT 200 DEG. F.
L. STRAINERS: MUELLER STEAM SPECIALTY CO. NO. 351 Y TYPE.
STEAM SERVICES: RATED 150 PSIG SATURATED STEAM AT 450 DEGREES F. 2-1/2 INCH AND LARGER:
FLANGED, IRON BODY. 2-INCH AND SMALLER: BRONZE.
WATER SERVICES: RATED 125 PSIG SATURATED STEAM AT 450 DEG. F. 2-1/2 INCH AND LARGER:
FLANGED, IRON BODY, BASKET TYPE (NO. 165). 2-INCH AND SMALLER: BRONZE, THREADED ENDS, Y TYPE
(NO. 351).
SCREENS: BRONZE, MONEL METAL OR 18-8 STAINLESS STEEL, FREE AREA NOT LESS THAN 2-1/2 TIMES
PIPE AREA, WITH PERFORATIONS AS FOLLOWS:
STEAM SERVICE: 0.045-INCH DIAMETER PERFORATIONS.
WATER SERVICE:
2-1/2 INCH AND LARGER: 1/16-INCH DIAMETER PERFORATIONS.
2 INCH AND SMALLER: 1/32-INCH DIAMETER PERFORATIONS.
PROVIDE BLOW OFF OUTLET WITH PIPE NIPPLE AND GATE VALVE.
M. FLEXIBLE PIPE JOINTS SHALL BE FLEXONICS MODEL PCS, STAINLESS STEEL BRAIDED HOSE, PIPE LINE
SIZE, FLANGED, MINIMUM 125 PSI WORKING PRESSURE AT 250 DEGREES F.
N. STEAM TRAPS SHALL BE SARCO, WEBSTER, OR HOFFMAN THERMOSTATIC, INVERTED BUCKET, OR FLOAT
AND THERMOSTAT TYPE AS INDICATED. TRAPS SHALL BE SIZED BY THE TRAP MANUFACTURER TO PASS
CONDENSATE AT 2_1/2 TIMES THE CONDENSATION RATE OF THE CONNECTED HEATING APPLIANCE (AT 1
PSI DROP ON LOW PRESSURE SYSTEM) (AT 5 PSI DROP ON MEDIUM PRESSURE SYSTEMS). STEAM MAIN
DRIP TRAPS SHALL BE 3/4" BUCKET TRAPS, OR YARWAY SERIES 130 IMPULSE TRAP MAY BE USED IN LIEU
OF STRAINER AND BUCKET TRAP. TRAPS SHALL BE RATED FOR 15 PSI SERVICE ON LOW PRESSURE
SYSTEMS.
O. REDUCING VALVES FOR STEAM SERVICE SHALL BE LESLIE, SPENCE, OR AERCO SELF-CONTAINED,
EXTERNAL PILOT, PISTON, OR DIAPHRAGM-OPERATED CAST IRON OR BRONZE BODY WITH
SINGLE_SEATED STAINLESS STEEL VALVE FOR DEAD_END SERVICE. VALVES SHALL BE ADJUSTABLE
OVER A 2 TO 35 PSI RANGE AND SHALL PROVIDE NOT LESS THAN 75% ACCURACY OF REGULATION AT 10%
OF THE RATED CAPACITY.
P. STEAM PRESSURE RELIEF VALVES FOR REDUCING STATIONS SHALL BE CONSOLIDATED, BRONZE OR
CAST IRON BODY, MANUAL TEST LEVER, AND SUITABLE FOR STEAM SERVICE OF SUFFICIENT CAPACITY
TO RELIEVE THE FULL DISCHARGE CAPACITY OF THE CONNECTED REDUCING VALVE. DISCHARGE PORT
OF RELIEF VALVES SHALL BE PIPED FULL SIZE TO 6" ABOVE FLOOR DRAIN OR FLOOR AND SHALL BE
SUPPORTED SO THAT NO STRAIN IS ON THE VALVE.
Q. WATER FLOW MEASURING DEVICES:
CIRCUIT SETTERS SHALL BE BELL AND GOSSETT BRONZE BALANCE VALVE WITH PROVISIONS FOR
CONNECTING A PORTABLE DIFFERENTIAL PRESSURE METER. METER CONNECTIONS SHALL HAVE
BUILT_IN CHECK VALVES. AN INTEGRAL POINTER SHALL REGISTER DEGREE OF VALVE OPENING. EACH
BALANCE VALVE SHALL BE CONSTRUCTED FOR 125 LBS. WORKING PRESSURE AT 250 DEG. F. FURNISH
ONE DIFFERENTIAL METER MODEL RO-5 COMPLETE WITH METER, CUTOFFS, PIPING, FITTING, AND HOSE.
THE VALVE PRESSURE DROP AND THE SETTING SHALL DETERMINE THE ACTUAL SYSTEM FLOW RATE.
AUTOMATIC FLOW CONTROL VALVES SHALL BE GRISWOLD, AUTOFLOW, HAYS OR EQUAL AND SHALL BE
PROVIDED AT ALL FAN COIL UNITS. VALVES SHALL BE AUTOMATIC PRESSURE COMPENSATING
TYPE AND FACTORY SET TO PROVIDE SPECIFIED FLOW RATES WITHIN FIVE (5) PERCENT REGARDLESS OF
SYSTEM PRESSURE. VALVES SHALL BE SELECTED TO PROVIDE SPECIFIED FLOW RATES WITH A
MINIMUM PRESSURE DIFFERENTIAL OF 2 PSIG AND MAXIMUM PRESSURE DROP OF 10 FEET OF WATER.
WHERE SYSTEM DIFFERENTIAL EXCEEDS 32 PSIG, VALVES SHALL BE SELECTED FOR A RANGE OF 4-57
PSIG. VALVE BODY SHALL BE SUITABLE FOR USE WITH PIPING SYSTEM AND INTERNAL WORKING PARTS
SHALL BE STAINLESS STEEL, NICKEL PLATED BRASS OR ELASTOMERIC DIAPHRAGM. ALL VALVES SHALL
BE PROVIDED WITH UNION AND PRESSURE TEMPERATURE TEST PORTS SUITABLE FOR CONNECTING
DIFFERENTIAL PRESSURE MEASURING DEVICES. ALL VALVES SHALL BE WYE CONFIGURATION FOR
REMOVAL OF CONTROLLING ELEMENT WITHOUT REMOVING VALVE FROM PIPING. EACH VALVE SHALL BE
IDENTIFIED AS TO DIRECTION OF FLOW AND FLOW RATE. ONE DIFFERENTIAL PRESSURE METER SHALL
BE PROVIDED COMPLETE WITH DUAL HOSE KIT, VALVES, FLOW CONVERSION CHART AND CARRYING
CASE. METER AND ACCESSORIES SHALL BE TURNED OVER TO THE OWNER UPON FINAL ACCEPTANCE OF
THE PROJECT.
R. PIPE SUPPORTS: SUSPENDED HORIZONTAL PIPING SHALL BE SUPPORTED BY ADJUSTABLE WROUGHT
STEEL CLEVIS HANGERS, EXCEPT THAT STRAIGHT RUNS OF PIPING WITH 40 FEET OR MORE BETWEEN
ANCHOR AND EXPANSION DEVICE SHALL BE SUPPORTED ON ROLLER TYPE HANGERS OR SUPPORTS.
PROTECTION SADDLE, WELDED TO PIPE, SHALL BE PROVIDED AT EACH ROLLER SUPPORT. ALL
SUPPORTS SHALL BE ATTACHED TO THE BUILDING STRUCTURE AND SHALL IN NO WAY BE ATTACHED TO
THE SUPPORTS OR OTHER EQUIPMENT, PIPING, OR DUCTWORK. WHERE SUPPORTS BEAR ON COPPER
PIPE, THEY SHALL BE COPPER PLATED. CHAIN, STRAP, OR OTHER MAKESHIFT DEVICES WILL NOT BE
PERMITTED AS HANGERS OR SUPPORTS. MAXIMUM PIPE SUPPORT SPACING SHALL BE 10'-0" ON CENTER,
EXCEPT WHERE GROOVED COUPLINGS ARE USED, NO PIPE LENGTH SHALL BE LEFT UNSUPPORTED
BETWEEN ANY TWO GROOVED COUPLINGS. SUPPORTS ON CONDENSATE DRAIN LINES SHALL BE
PROVIDED WITH A 12" LONG SECTION OF HYDROUS CALCIUM SILICATE, WHICH SHALL HAVE JOINTS
SEALED AND COVERED WITH A VAPOR BARRIER JACKET. HANGER RODS SHALL BE 3/8" DIAMETER SIZE
FOR PIPES UP THROUGH 2" AND 1/2" DIAMETER SIZE FOR 1_1/2" THROUGH 3." PIPE HANGER RODS SHALL
BE ATTACHED TO THE TOP CHORD ONLY ON STEEL JOISTS AND BEAMS BY JOIST OR BEAM CLAMPS
WITHOUT WELDING. WELDING OF SUPPORT RODS AND CONNECTION AT ANY PLACE OTHER THAN THE
TOP CHORD WILL NOT BE PERMITTED UNLESS WRITTEN APPROVAL IS GRANTED BY THE ARCHITECT.
S. ANCHORS FOR PIPE SHALL BE PROVIDED AS INDICATED OR AS REQUIRED AT THE JOB SITE TO LOCALIZE
EXPANSION AND CONTRACTION OF PIPE.
T. VERTICAL PIPING SHALL BE GUIDED OR SUPPORTED IN THE CENTER OF EACH RISER AND NOT OVER 15'-0"
ON CENTER AND SHALL BE SUPPORTED AT THE BASE OF EACH RISER.
U. INSTALLATION: INSTALL PIPING GENERALLY PARALLEL TO WALLS AND COLUMN CENTERLINES, UNLESS
SHOWN OTHERWISE ON THE DRAWINGS. SPACE PIPING, INCLUDING INSULATION, TO PROVIDE ONE INCH
MINIMUM CLEARANCE BETWEEN ADJACENT PIPING OR OTHER SURFACE. PIPE SHALL BE INSTALLED TO
PERMIT FREE EXPANSION AND CONTRACTION WITHOUT DAMAGE TO JOINTS OR HANGERS. ALL PIPING
SHALL BE INSTALLED WITH SUFFICIENT PITCH TO INSURE ADEQUATE DRAINAGE AND VENTING.
CONDENSATE DRAIN LINES SHALL SLOPE 1/8" PER FOOT IN DIRECTION OF FLOW. ALL TAKE-OFFS/PIPING
RUN-OUTS SHALL BE INSTALLED ON THE SIDE OR ON THE TOP OF THE MAIN PIPE TO WHICH IT IS
CONNECTED.
V. COPPER TUBING SHALL BE CUT SQUARE, ENDS REAMED, AND ALL FILINGS AND DUST WIPED FROM
INTERIOR OF PIPE. JOINTS SHALL BE SOLDERED WITH SOLDER DRAWN THROUGH THE FULL FITTING
LENGTH. EXCESS SOLDER SHALL BE WIPED FROM JOINT BEFORE SOLDER HARDENS. SOLDER SHALL BE
95/5 COMPOSITION; 50/50 WILL NOT BE ALLOWED.
W. DIELECTRIC FITTINGS SUCH AS COUPLINGS, UNIONS OR FLANGES SHALL BE INSTALLED TO ISOLATE
PIPES OF NON-FERROUS METAL WHERE CONNECTION IS MADE TO FERROUS METAL.
X. A HYDROSTATIC TEST AT 1.5 TIMES DESIGN PRESSURE FOR 4 HOURS. FACTORY TESTED EQUIPMENT
(CONVERTERS, EXCHANGERS, COILS, ETC.) NEED NOT BE FIELD TESTED. AVOID EXCESSIVE PRESSURE
ON MECHANICAL SEALS AND SAFETY DEVICES.
23. THERMAL COVERING (SHOP DRAWING REQUIRED):
A. INSULATION SHALL BE JOHNS MANVILLE, OWENS CORNING, ARMSTRONG OR EQUAL. INSULATION SHALL
NOT BE APPLIED UNTIL AFTER THE EQUIPMENT, PIPES OR DUCTS TO BE INSULATED HAVE PROVEN
SATISFACTORY UNDER TESTS. ALL MATERIALS USED SHALL HAVE COMPOSITE FLAME-SPREAD RATING
NOT EXCEEDING 25 AND A SMOKE-DEVELOPED RATING NOT EXCEEDING 50.
B. PIPING: INSULATION SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
C. FIBERGLASS PIPE INSULATION SHALL HAVE A WHITE KRAFT BONDED TO ALUMINUM FOIL, REINFORCED
WITH FIBERGLASS YARN JACKET. ELASTOMERIC INSULATION SHALL BE CONSTRUCTED OF A CLOSED
CELL STRUCTURE TO EFFECTIVELY RETARD THE FLOW OF MOISTURE VAPOR AND SERVE AS A VAPOR
BARRIER. INSULATION THICKNESS AND TYPE FOR VARIOUS PIPING SYSTEMS SHALL BE AS INDICATED IN
THE FOLLOWING TABLE (PIPE SIZE/INSULATION THICKNESS).
PIPE SIZE/INSULATION THICKNESS (1)
SYSTEM TEMP. RUNOUTS 1-1/2" & 2" 8" & INS.
RANGE 1" OR LESS LESS TO 8" ABOVE TYPE
(DEG. F) (3) (A,B)
LOW
PRESSURE 201-250 1.5 1.5 3.0 3.0 A
STEAM
DOMESTIC
HOT WATER 90-159 1.0 1.0 1.0 1.0 A
DOMESTIC
COLD 56-79 1.0 1.0 1.0 1.0 A
WATER
CHILLED
WATER 40-55 1.0 1.0 1.5 2.0 A
CONDENSATE
DRAIN 45-75 0.5 0.5 1.0 1.0 A,B
STEAM
CONDENSATE ANY 1.0 1.0 1.5 2.0 A
NOTES:
(1) MINIMUM THICKNESS FOR INSULATION LISTED IN THE PRECEDING TABLE IS BASED ON THERMAL
CONDUCTIVITY, 'K' NOT EXCEEDING 0.27 BTU PER INCH/HR X SQ. FT. X DEG. F. BASED ON MEAN
TEMPERATURE OF 75 DEG. F. INSULATION WITH GREATER THERMAL CONDUCTIVITY SHALL HAVE
INCREASED THICKNESS TO PROVIDE SAME PERFORMANCE CHARACTERISTICS AS SPECIFIED.
MINIMUM ELASTOMERIC INSULATION THICKNESS SHALL BE INCREASED FOR MATERIAL HAVING
THERMAL RESISTANCE (R) VALUES LESS THAN 3.7 PER INCH THICKNESS.
(2) A - FIBERGLASS TYPE INSULATION; B - ELASTOMERIC TYPE INSULATION.
(3) RUNOUTS TO INDIVIDUAL TERMINAL UNITS (NOT EXCEEDING 12 FT. IN LENGTH).
D. ELASTOMERIC INSULATION SHALL BE ARMSTRONG ARMAFLEX II PIPE INSULATION, FED. SPEC. HH-I-573
AND HH-I-1751/2, K=0.27, FLAME SPREAD NOT OVER 25, SMOKE DEVELOPED NOT OVER 50 (1/2-INCH THICK
TEST MATERIAL), FOR TEMPERATURES FROM MINUS 40 DEG. F. TO 211 DEG. F.
E. FIBERGLASS PIPE INSULATION FITTINGS SHALL BE COVERED WITH PREMOLDED PVC FITTING COVERS.
JACKETS ON FIBERGLASS PIPE INSULATION BELOW 80 DEG. F. SHALL BE VAPOR SEALED USING
SELF-SEALING LAP, LAP SEAL GUN OR ADHESIVE. ALL INSULATION JOINTS, LAPS, VOIDS, PUNCTURES
AND END TAPERS SHALL BE SEALED WITH 1/32" THICKNESS OF VAPOR ADHESIVE. A 12" LONG, 1/2
SECTION OF HYDROUS CALCIUM SILICATE OR FOAMGLAS INSULATION SHALL BE USED BETWEEN
HANGERS AND PIPING. ON PIPE, SIZES 1-1/2" AND BELOW, HYDROUS CALCIUM SILICATE OR FOAMGLAS
WILL NOT BE REQUIRED. ALL PIPING SHALL HAVE LOAD-DISTRIBUTING GALVANIZED 16 GAUGE METAL
SHIELDS INSTALLED AROUND THE LOWER HALF OF THE INSULATION.
F. ELASTOMERIC PIPE INSULATION SEAMS, VOIDS AND BUTT JOINTS SHALL BE SEALED WITH A VAPOR
BARRIER ADHESIVE OR TAPED WITH 1-1/2 INCH WIDE 3M #471 TAPE.
G. FLEXIBLE ELASTOMERIC INSULATION EXPOSED TO OUTDOOR CONDITIONS SHALL BE PROTECTED WITH
ALUMINUM JACKETS. ALUMINUM JACKETS SHALL BE ASTM B 209, TEMPER H14, .016-INCH THICK, SMOOTH.
SECURE JACKETS IN PLACE WITH ALUMINUM OR STAINLESS STEEL BANDS AND SCREWS. FINISH ELBOWS
AND FITTINGS WITH FACTORY-FABRICATED METAL COVERS. COVERS SHALL BE THE SAME THICKNESS
AND MATERIALS AS JACKETS ON ADJACENT PIPING. SECURE METAL COVERS IN PLACE WITH METAL
BANDS AND SEAL WITH A WEATHER-PROOF COATING. PROTECT FITTINGS WITH A WEATHERPROOF
COATING PRIOR TO INSTALLATION OF METAL COVERS.
23. CHILLED WATER FAN COIL UNITS (SHOP DRAWING REQUIRED):
A. GENERAL: UNIT SHALL BE FACTORY ASSEMBLED, WIRED AND TESTED WATER FAN COIL UNIT AS
MANUFACTURED BY MULTI-AQUA, EMI, OR AIREDALE COMPLETE WITH WATER COIL, PIPING, FAN, FILTER,
DRAIN PAN, INSULATION, CABINET COVER, AND CONTROLS. UNIT SHALL BE ETL CERTIFIED IN
ACCORDANCE WITH UL 95, MANUFACTURED IN AN ISO 9002 REGISTERED FACILITY, FULLY LOAD TESTED
AT THE FACTORY, AND SHIPPED IN DAMAGE RESISTANT PACKAGING.
B. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AND SHALL BE INTERNALLY AND
EXTERNALLY INSULATED FOR QUIET OPERATION. COVER SHALL BE COMPOSED OF HIGH IMPACT
POLYMERS AND SHALL HAVE MANUALLY ADJUSTABLE DISCHARGE LOUVERS FOR AIR DISTRIBUTION.
C. FAN MOTOR (208/230-1-60) SHALL BE TOTALLY ENCLOSED, THREE SPEED, DIRECT DRIVE, AND PSC TYPE
WITH INTERNAL OVERLOAD PROTECTION. RADIAL BLOWER WHEEL SHALL BE DYNAMICALLY BALANCED.
D. WATER COILS SHALL BE COPPER TUBING MECHANICALLY BONDED TO ALUMINUM FINS, TESTED TO 300
PSIG, AND DESIGNED TO ACCEPT AN ENTERING WATER TEMPERATURE NOT TO EXCEED 160°F. FLOW
CONTROL SHALL NOT EXCEED MAX FLOW FOR EACH COIL.
E. UNIT DRAIN PAN SHALL BE CONSTRUCTED OF INJECTION MOLDED POLYSTYRENE.
F. UNIT FILTERS SHALL BE WOVEN PANEL WASHABLE TYPE.
G. UNIT SHALL BE FACTORY WIRED AND TESTED AND SHALL INCLUDE TERMINAL BLOCK CAPABLE OF
INCORPORATING 24 VAC, FIELD SUPPLIED HARD WIRED THERMOSTAT. WIRING SHALL BE RATED
ACCORDING TO CURRENT UL LISTING. SAFETIES SHALL INCLUDE A RENEWABLE FUSE ON THE LOW
VOLTAGE SIDE OF THE TRANSFORMER.
27. CHILLED WATER FAN COIL UNIT CONTROLS (SHOP DRAWING REQUIRED):
A. GENERAL: THE CONTROLS SYSTEM SHALL BE AN EXTENSION OF THE OWNER'S EXISTING SIEMENS
BUILDING AUTOMATION SYSTEM FOR DERRING HALL AND IN KEEPING WITH THE CURRENT VT
STANDARDS. EXISTING NETWORK PROTOCOL SHALL BE EXTENDED TO THE NEW EQUIPMENT PROVIDED
FOR THIS PROJECT. INCLUDE GRAPHICS ON THE EXITSING SIEMENS CENTRAL SERVER IN STERRETT
COMPLEX.
B. APPROVED MANUFACTURERS: FURNISH AND INSTALL AUTOMATIC TEMPERATURE CONTROLS (ATC) AS
SHOWN ON THE CONTRACT DRAWINGS AND HEREINAFTER SPECIFIED, FOR A COMPLETE AND
FUNCTIONING SYSTEM. SYSTEM SHALL BE AN EXTENSION OF THE EXISTING SIEMENS INDUSTRIES, INC.
CONTROLS SYSTEM NETWORK. PROVIDE ALL EQUIPMENT AND MATERIALS AS REQUIRED TO
ACCOMPLISH THE SEQUENCE OF CONTROL. MANUFACTURER SHALL BE SIEMENS BUILDING
TECHNOLOGIES, INC. ONLY. INSTALLER'S QUALIFICATIONS REQUIRES FIRMS SPECIALIZING AND
EXPERIENCED IN ELECTRIC/ELECTRONIC CONTROL SYSTEM INSTALLATIONS FOR NOT LESS THAN 3
YEARS. PROVIDE ELECTRICAL PRODUCTS WHICH HAVE BEEN TESTED, LISTED AND LABELED BY UL AND
COMPLY WITH NEMA STANDARDS. COMPLY WITH NFPA 90A "STANDARD FOR THE INSTALLATION OF AIR
CONDITIONING AND VENTILATING SYSTEMS" WHERE APPLICABLE TO CONTROLS AND CONTROL
SEQUENCES.
C. QUALITY ASSURANCE: THE BAS SYSTEM SHALL BE DESIGNED AND INSTALLED, COMMISSIONED AND
SERVICED BY MANUFACTURER EMPLOYED, FACTORY TRAINED PERSONNEL. MANUFACTURER SHALL
HAVE AN IN-PLACE SUPPORT FACILITY WITHIN 2 HOURS RESPONSE TIME OF THE SITE WITH TECHNICAL
STAFF, SPARE PARTS INVENTORY AND NECESSARY TEST AND DIAGNOSTIC EQUIPMENT. DISTRIBUTORS
OR LICENSED INSTALLING CONTRACTORS ARE NOT ACCEPTABLE. THE MANUFACTURER SHALL PROVIDE
FULL TIME, EXPERIENCED PROJECT MANAGER FOR THIS WORK, RESPONSIBLE FOR DIRECT SUPERVISION
OF THE DESIGN, INSTALLATION, START UP AND COMMISSIONING OF THE BAS SYSTEM. MATERIALS AND
EQUIPMENT SHALL BE THE CATALOGUED PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN
PRODUCTION AND INSTALLATION OF AUTOMATIC TEMPERATURE CONTROL SYSTEMS AND SHALL BE
MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATION
REQUIREMENTS. ALL BAS PEER-TO-PEER NETWORK CONTROLLERS, CENTRAL SYSTEM CONTROLLERS
AND LOCAL USER DISPLAYS SHALL BE UL LISTED UNDER STANDARD UL 916, CATEGORY PAZX. ALL
ELECTRONIC EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF FCC REGULATION, PART 15,
GOVERNING RADIO FREQUENCY ELECTROMAGNETIC INTERFERENCE AND BE SO LABELED. CONTROL
SYSTEM SHALL BE ENGINEERED, PROGRAMMED AND SUPPORTED COMPLETELY BY REPRESENTATIVE'S
LOCAL OFFICE THAT MUST BE WITHIN 100 MILES OF PROJECT SITE.
D. WARRANTY: WARRANTY SHALL COVER ALL COSTS FOR PARTS, LABOR, ASSOCIATED TRAVEL, AND
EXPENSES FOR A PERIOD OF ONE YEAR FROM COMPLETION OF SYSTEM ACCEPTANCE. HARDWARE AND
SOFTWARE PERSONNEL SUPPORTING THIS WARRANTY AGREEMENT SHALL PROVIDE ON-SITE OR
OFF-SITE SERVICE IN A TIMELY MANNER AFTER FAILURE NOTIFICATION TO THE VENDOR. THE MAXIMUM
ACCEPTABLE RESPONSE TIME TO PROVIDE THIS SERVICE AT THE SITE SHALL BE 24 HOURS MONDAY
THROUGH FRIDAY, 48 HOURS ON SATURDAY AND SUNDAY. THIS WARRANTY SHALL APPLY EQUALLY TO
BOTH HARDWARE AND SOFTWARE.
E. EQUIPMENT: PROVIDE AUTOMATIC TEMPERATURE CONTROL PRODUCTS IN SIZES AND CAPACITIES
INDICATED, CONSISTING OF DAMPERS, SENSORS, AND OTHER COMPONENTS AS REQUIRED FOR A
COMPLETE INSTALLATION. THE NEW CONTROLS SHALL BE SIEMENS INDUSTRIES, INC. DDC TYPE
NETWORKED WITH THE EXISTING SIEMENS BUILDING TECHNOLOGIES, INC. SYSTEM TO PROVIDE
FACILITY-WIDE ACCESS AND SHARING OF INFORMATION. EXCEPT AS OTHERWISE INDICATED, PROVIDE
MANUFACTURER'S CONTROL SYSTEM COMPONENTS AS INDICATED BY PUBLISHED PRODUCT
INFORMATION, DESIGNED AND CONSTRUCTED SIMILAR TO EXISTING INSTALLED DDC SYSTEM. PROVIDE
CONTROL SYSTEMS WITH FUNCTIONAL AND CONSTRUCTION FEATURES AS INDICATED. THE BUILDING
AUTOMATION SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING COMPONENTS:
THE OPERATOR INTERFACE SHALL CONSIST OF HARDWARE AND SOFTWARE THAT ALLOWS FULL USER
MONITORING AND ADJUSTMENT OF SYSTEM PARAMETERS.
SYSTEM APPLICATION CONTROLLERS SHALL MANAGE THE ENERGY AND BUILDING MANAGEMENT
CAPABILITIES OF THE AUTOMATION SYSTEM AS WELL AS FACILITATE REMOTE COMMUNICATIONS AND
CENTRAL MONITORING.
THE DATA COMMUNICATIONS CAPABILITY SHALL ALLOW DATA TO BE SHARED BETWEEN THE VARIOUS
CONTROLLERS IN THE ARCHITECTURE.
END DEVICES SUCH AS SENSORS, ACTUATORS, DAMPERS, VALVES AND RELAYS.
THE FAILURE OF ANY SINGLE COMPONENT SHALL NOT INTERRUPT THE CONTROL STRATEGIES OF OTHER
OPERATIONAL DEVICES. SYSTEM EXPANSION SHALL BE THROUGH THE ADDITION OF END DEVICES,
CONTROLLERS, AND OTHER DEVICES DESCRIBED IN THIS SPECIFICATION.
COMMUNICATION: ALL BUILDING CONTROLLERS SHALL HAVE A COMMUNICATIONS PORT FOR
CONNECTIONS WITH THE OPERATOR INTERFACES.
CONTROL WIRING: PROVIDE CONTROL AND INTERLOCK WIRING, ASSOCIATED CONTROL SYSTEM WIRING,
AND PILOT CIRCUIT WIRING TO ACCOMPLISH ANY CONTROL SEQUENCE OR FUNCTION SHOWN ON THE
DRAWINGS, OR MECHANICAL SYSTEMS AND EQUIPMENT SPECIFICATION. ASSOCIATED CONTROL SYSTEM
WIRING IS DEFINED AS THAT WIRING THAT POWERS OR CONTROLS ANY CONTROL DEVICE PROVIDED FOR
CONTROL OF MECHANICAL SYSTEMS AND EQUIPMENT. PILOT CIRCUIT WIRING IS DEFINED AS THAT
WIRING THAT POWERS OR CONTROLS ANY STARTER AND OTHER CONTROLLER FURNISHED AS A
COMPONENT OF MECHANICAL SYSTEMS AND EQUIPMENT AND THAT IS INTERPOSED IN THE POWER
WIRING; E.G., WIRING FROM A SAFETY DEVICE TO THE STARTER, AND WIRING FROM ONE STARTER TO
ANOTHER FOR CONTROL INTERLOCKS.
F. OPERATOR INTERFACE: BAS SUPPLIER SHALL PROVIDE ACCESS TO THE SYSTEM AS PART OF STANDARD
INSTALLATION. USER SHALL BE ABLE TO ACCESS ALL DISPLAYS OF REAL-TIME DATA THAT ARE PART OF
THE BAS SERVER ON THE OWNER'S NETWORKED PC.
TIME SCHEDULE ADJUSTMENT: ACCESS SHALL ALLOW USER TO VIEW AND EDIT ALL SCHEDULES IN THE
SYSTEM. THIS INCLUDES STANDARD, AND EVENT SCHEDULES. DISPLAY OF SCHEDULES SHALL SHOW
INTERACTION OF ALL SCHEDULES ON A SINGLE DISPLAY SO USER SEES AN OVERVIEW OF HOW ALL
WORK TOGETHER. USER SHALL BE ABLE TO EDIT SCHEDULES FROM THIS DISPLAY.
DISPLAY OF ALL SCHEDULES MUST SHOW ALL ON TIMES FOR STANDARD, AND EVENT SCHEDULES IN
DIFFERENT COLORS ON A GIVEN DAY. IN ADDITION, OFF TIMES FOR EACH MUST ALSO BE SHOWN IN
ADDITIONAL COLORS.
SCHEDULE LIST SHALL SHOW ALL SCHEDULES CURRENTLY DEFINED. THIS LIST SHALL INCLUDE ALL
STANDARD, AND EVENT SCHEDULES. IN ADDITION, USER SHALL BE ABLE TO SELECT A LIST THAT SHOWS
ALL SCHEDULED POINTS AND ZONES.
LOGGING OF INFORMATION: USER SHALL USE STANDARD BROWSER TECHNOLOGY TO VIEW ALL TREND
LOGS IN SYSTEM. USER SHALL BE ABLE TO VIEW LOGGED DATA IN TABULAR FORM OR GRAPHICAL
FORMAT. USER SHALL BE ABLE TO ADJUST TIME INTERVAL OF LOGGED DATA VIEWED AND SHALL BE
ABLE TO ADJUST Y AXIS OF DATA VIEWED IN GRAPHICAL FORMAT. USER SHALL ALSO BE ABLE TO
DOWN-LOAD DATA THROUGH THE WEB INTERFACE TO LOCAL COMPUTER. DATA SHALL BE IN CSV
FORMAT.
ALARM HANDLING: OPERATOR INTERFACE SHALL DISPLAY ALARMS AS THEY OCCUR. USER SHALL BE
ABLE TO ACKNOWLEDGE ALARMS USING BROWSER TECHNOLOGY. IN ADDITION, USER SHALL BE ABLE TO
VIEW HISTORY OF ALARM OCCURRENCE OVER A USER SELECTED TIME FRAME. IN ADDITION, THOSE
ALARMS MAY BE FILTERED FOR VIEWING PER USER SELECTED OPTIONS.
A SINGLE SELECTION SHALL DISPLAY ALL ALARMS THAT HAVE NOT BEEN ACKNOWLEDGED.
PASSWORD SECURITY AND ACTIVITY LOG: ANY AND ALL CHANGES THAT ARE MADE SHALL BE TRACKED
BY THE BAS SYSTEM. THE USER SHALL BE ABLE TO CHANGE ONLY THOSE ITEMS THAT THE USER HAS
AUTHORITY TO CHANGE. A USER ACTIVITY REPORT SHALL SHOW ANY AND ALL ACTIVITY OF THE USERS
THAT HAVE LOGGED IN TO THE SYSTEM REGARDLESS OF WHETHER THOSE CHANGES WERE MADE USING
A BROWSER OR VIA THE BAS WORKSTATION.
BACNET - MS/TP: ETHERNET - MS/TP MODULE SHALL AS A MINIMUM SUPPORT MS/TP AND ETHERNET
BACNET LAN TYPES. IT SHALL COMMUNICATE DIRECTLY VIA THESE BACNET LANS AS A NATIVE BACNET
DEVICE AND SHALL SUPPORT SIMULTANEOUS ROUTING FUNCTIONS BETWEEN ALL SUPPORTED LAN
TYPES. GLOBAL CONTROLLER SHALL BE A BACNET CONFORMANCE CLASS 3 DEVICE AND SUPPORT ALL
BACNET SERVICES NECESSARY TO PROVIDE THE SEQUENCE OF CONTROL.
G. SENSORS AND MISCELLANEOUS DEVICES
TEMPERATURE SENSORS: ALL TEMPERATURE SENSORS TO BE SOLID STATE ELECTRONIC,
FACTORY-CALIBRATED TO WITHIN 0.5°F, TOTALLY INTERCHANGEABLE WITH HOUSING APPROPRIATE FOR
APPLICATION. WALL SENSORS TO BE INSTALLED AS INDICATED ON DRAWINGS. MOUNT 48 INCHES ABOUT
FINISHED FLOOR. DUCT SENSORS TO BE INSTALLED SUCH THAT THE SENSING ELEMENT IS IN THE MAIN
AIR STREAM. IMMERSION SENSORS TO BE INSTALLED IN WELLS PROVIDED BY CONTROL CONTRACTOR,
BUT INSTALLED BY MECHANICAL CONTRACTOR. IMMERSION WELLS SHALL BE FILLED WITH THERMAL
COMPOUND BEFORE INSTALLATION OF IMMERSION SENSORS. OUTSIDE AIR SENSORS SHALL BE
INSTALLED AWAY FROM EXHAUST OR RELIEF VENTS, NOT IN AN OUTSIDE AIR INTAKE AND IN A LOCATION
THAT IS IN THE SHADE MOST OF THE DAY.
NETWORK CONNECTION TOOL: NETWORK CONNECTION TOOL SHALL ALLOW TECHNICIAN TO CONNECT A
LAPTOP TO ANY MS/TP NETWORK OR AT ANY MS/TP DEVICE AND VIEW AND MODIFY ALL INFORMATION
THROUGHOUT THE ENTIRE BACNET NETWORK. LAPTOP CONNECTION TO TOOL SHALL BE VIA ETHERNET
OR PTP. PROVIDE QUICK CONNECT TO MS/TP LAN AT EACH CONTROLLER. TOOL SHALL BE ABLE TO
ADJUST TO ALL MS/TP BAUD RATES SPECIFIED IN THE BACNET STANDARD.
H. ELECTRONIC ACTUATORS AND VALVES: UL LISTED STANDARD 873 AND C.S.A. CLASS 4813 02 CERTIFIED.
NEMA 2 RATED ENCLOSURES FOR INSIDE MOUNTING, PROVIDE WITH WEATHER SHIELD FOR OUTSIDE
MOUNTING. FIVE-YEAR MANUFACTURERS WARRANTY. TWO-YEAR UNCONDITIONAL AND THREE-YEAR
PRODUCT DEFECT FROM DATE OF INSTALLATION.
EXECUTION DETAILS FOR ACTUATORS AND VALVES: EACH DDC ANALOG OUTPUT POINT SHALL HAVE AN
ACTUATOR FEEDBACK SIGNAL, INDEPENDENT OF CONTROL SIGNAL, WIRED AND TERMINATED IN THE
CONTROL PANEL FOR TRUE POSITION INFORMATION AND TROUBLESHOOTING. OR THE ACTUATOR
FEEDBACK SIGNAL MAY BE WIRED TO THE DDC AS AN ANALOG INPUT FOR TRUE ACTUATOR POSITION
STATUS.
ACTUATORS FOR CONTROL VALVES ½" TO 6" SHALL BE ELECTRIC UNLESS OTHERWISE SPECIFIED,
PROVIDE ACTUATORS AS FOLLOWS:UL LISTED STANDARD 873 AND CANADIAN STANDARDS ASSOCIATION
CLASS 481302 SHALL CERTIFY ACTUATORS. NEMA 2 RATED ACTUATOR ENCLOSURES. 5 YEAR
MANUFACTURERS WARRANTY. TWO-YEAR UNCONDITIONAL + THREE YEAR PRODUCT DEFECT FROM DATE
OF INSTALLATION. MECHANICAL SPRING SHALL BE PROVIDED WHEN SPECIFIED. CAPACITORS OR OTHER
NON-MECHANICAL FORMS OF FAIL-SAFE ARE NOT ACCEPTABLE. POSITION INDICATOR DEVICE SHALL BE
INSTALLED AND MADE VISIBLE TO THE EXPOSED SIDE OF THE ACTUATOR. FOR DAMPER SHORT SHAFT
MOUNTING, A SEPARATE INDICATOR SHALL BE PROVIDED TO THE EXPOSED SIDE OF THE ACTUATOR.
OVERLOAD PROTECTION: ACTUATORS SHALL PROVIDE PROTECTION AGAINST ACTUATOR BURNOUT BY
USING AN INTERNAL CURRENT LIMITING CIRCUIT OR DIGITAL MOTOR ROTATION SENSING CIRCUIT.
CIRCUIT SHALL INSURE THAT ACTUATORS CANNOT BURN OUT DUE TO STALLED DAMPER OR MECHANICAL
AND ELECTRICAL PARALLELING. END SWITCHES TO DEACTIVATE THE ACTUATOR AT THE END OF
ROTATION ARE ACCEPTABLE ONLY FOR BUTTERFLY VALVE ACTUATORS.
A PUSH BUTTON GEARBOX RELEASE SHALL BE PROVIDED FOR ALL NON-SPRING ACTUATORS.
MODULATING ACTUATORS SHALL BE 24VAC AND CONSUME 10VA POWER OR LESS.
CONDUIT CONNECTORS ARE REQUIRED WHEN SPECIFIED AND WHEN CODE REQUIRES IT.
CONTROL VALVES: THE BAS CONTRACTOR SHALL FURNISH AND SIZE ALL AUTOMATIC CONTROL VALVES
UNLESS PROVIDED WITH PACKAGED EQUIPMENT. THE PIPING CONTRACTOR SHALL INSTALL ALL VALVES
UNLESS PROVIDED WITH PACKAGED EQUIPMENT. VALVE BODIES SHALL BE 2-WAY MODULATING AND
3-WAY MODULATING. VALVE BODIES 2" AND SMALLER SHALL BE BRONZE, SCREWED TYPE AND SHALL BE
RATED AT 250 PSIG. VALVES SHALL BE SIZED BY THE CONTROL MANUFACTURER AND THE MAXIMUM
ALLOWABLE PRESSURE DROP SHALL BE 5 FT. WATER COLUMN. VALVES SHALL HAVE STAINLESS STEEL
STEMS AND ALLOW FOR SERVICING INCLUDING PACKING, STEM AND DISK REPLACEMENT. STEAM
CONTROL VALVES AND ACTUATORS SHALL BE FLOWRITE 599 SERIES OR EQUAL WITH BRONZE BODY,
ANSI CLASS 250 CONSTRUCTION, ANSI LEAKAGE CLASS IV (0.01% OF CV). ACTUATOR SHALL BE 24 VAC
FOR PROPORTIONAL CONTROL AND UL LISTED.
I. ENCLOSURES: ALL CONTROLLERS, POWER SUPPLIES AND RELAYS SHALL BE MOUNTED IN ENCLOSURES.
ENCLOSURES MAY BE NEMA 1 WHEN LOCATED IN A CLEAN, DRY, INDOOR ENVIRONMENT. INDOOR
ENCLOSURES SHALL BE NEMA 12 WHEN INSTALLED IN OTHER THAN A CLEAN ENVIRONMENT.
ENCLOSURES SHALL HAVE HINGED, LOCKING DOORS. PROVIDE LAMINATED PLASTIC NAMEPLATES FOR
ALL ENCLOSURES IN ANY MECHANICAL ROOM OR ELECTRICAL ROOM. INCLUDE LOCATION AND UNIT
SERVED ON NAMEPLATE. LAMINATED PLASTIC SHALL BE 1/8” THICK SIZED APPROPRIATELY TO MAKE
LABEL EASY TO READ.
J. EXECUTION
EXAMINATION: PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES
AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY
PROPERLY COMMENCE. NOTIFY THE OWNERS' REPRESENTATIVE IN WRITING OF CONDITIONS
DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT BEGIN WORK UNTIL ALL
UNSATISFACTORY CONDITIONS ARE RESOLVED.
INSTALLATION (GENERAL): INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE
ALL MISCELLANEOUS DEVICES, HARDWARE, SOFTWARE, INTERCONNECTIONS INSTALLATION AND
PROGRAMMING REQUIRED TO ENSURE A COMPLETE OPERATING SYSTEM IN ACCORDANCE WITH THE
SEQUENCES OF OPERATION AND POINT SCHEDULES.
LOCATION AND INSTALLATION OF COMPONENTS: LOCATE AND INSTALL COMPONENTS FOR EASY
ACCESSIBILITY; IN GENERAL, MOUNT 48 INCHES ABOVE FLOOR WITH MINIMUM 3'-0" CLEAR ACCESS SPACE
IN FRONT OF UNITS. OBTAIN APPROVAL ON LOCATIONS FROM OWNER'S REPRESENTATIVE PRIOR TO
INSTALLATION. ALL INSTRUMENTS, SWITCHES, TRANSMITTERS, ETC., SHALL BE SUITABLY WIRED AND
MOUNTED TO PROTECT THEM FROM VIBRATION, MOISTURE AND HIGH OR LOW TEMPERATURES. IDENTIFY
ALL EQUIPMENT AND PANELS. PROVIDE PERMANENTLY MOUNTED TAGS FOR ALL PANELS. PROVIDE
STAINLESS STEEL OR BRASS THERMOWELLS SUITABLE FOR RESPECTIVE APPLICATION AND FOR
INSTALLATION UNDER OTHER SECTIONS--SIZED TO SUIT PIPE DIAMETER WITHOUT RESTRICTING FLOW.
HVAC SPECIFICATIONS:
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SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
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INTERLOCKING AND CONTROL WIRING: PROVIDE ALL INTERLOCK AND CONTROL WIRING. ALL WIRING SHALL
BE INSTALLED NEATLY AND PROFESSIONALLY, IN ACCORDANCE WITH SPECIFICATION DIVISION 16 AND ALL
NATIONAL, STATE AND LOCAL ELECTRICAL CODES. PROVIDE WIRING AS REQUIRED BY FUNCTIONS AS
SPECIFIED AND AS RECOMMENDED BY EQUIPMENT MANUFACTURERS, TO SERVE SPECIFIED CONTROL
FUNCTIONS. PROVIDE SHIELDED LOW CAPACITANCE WIRE FOR ALL COMMUNICATIONS TRUNKS. CONTROL
WIRING SHALL NOT BE INSTALLED IN POWER CIRCUIT RACEWAYS. MAGNETIC STARTERS AND DISCONNECT
SWITCHES SHALL NOT BE USED AS JUNCTION BOXES. PROVIDE AUXILIARY JUNCTION BOXES AS REQUIRED.
COORDINATE LOCATION AND ARRANGEMENT OF ALL CONTROL EQUIPMENT WITH THE OWNER'S
REPRESENTATIVE PRIOR TO ROUGH-IN. PROVIDE AUXILIARY PILOT DUTY RELAYS ON MOTOR STARTERS AS
REQUIRED FOR CONTROL FUNCTION. PROVIDE POWER FOR ALL CONTROL COMPONENTS FROM NEAREST
ELECTRICAL CONTROL PANEL OR AS INDICATED ON THE ELECTRICAL DRAWINGS--COORDINATE WITH
ELECTRICAL CONTRACTOR. ALL CONTROL WIRING IN THE MECHANICAL, ELECTRICAL, TELEPHONE AND BOILER
ROOMS TO BE INSTALLED IN RACEWAYS. ALL OTHER WIRING TO BE INSTALLED NEATLY AND
INCONSPICUOUSLY PER LOCAL CODE REQUIREMENTS. IF LOCAL CODE ALLOWS, CONTROL WIRING ABOVE
ACCESSIBLE CEILING SPACES MAY BE RUN WITH PLENUM RATED CABLE (WITHOUT CONDUIT).
DDC OBJECT TYPE SUMMARY: PROVIDE ALL DATABASE GENERATION. SYSTEM DISPLAYS SHALL SHOW ALL
ANALOG AND BINARY OBJECT TYPES WITHIN THE SYSTEM. THEY SHALL BE LOGICALLY LAID OUT FOR EASY
USE BY THE OWNER. PROVIDE OUTSIDE AIR TEMPERATURE INDICATION ON ALL SYSTEM DISPLAYS
ASSOCIATED WITH ECONOMIZER CYCLES. AT A MINIMUM, RUN TIME TOTALIZATION SHALL BE INCORPORATED
FOR EACH MONITORED SUPPLY FAN, RETURN FAN, EXHAUST FAN. WARNING LIMITS FOR EACH POINT SHALL
BE ENTERED FOR ALARM AND OR MAINTENANCE PURPOSES. ALL BINARY AND ANALOG OBJECT TYPES
(INCLUDING ZONES) SHALL HAVE THE CAPABILITY TO BE AUTOMATICALLY TRENDED. ALL ANALOG INPUTS
(HIGH/LOW LIMITS) AND SELECTED BINARY INPUT ALARM POINTS SHALL BE PRIORITIZED AND ROUTED
(LOCALLY OR REMOTELY) WITH ALARM MESSAGE PER OWNER'S REQUIREMENTS. PROVIDE BACK-UP
DATABASE FOR ALL STAND-ALONE APPLICATION CONTROLLERS ON DISK.
K. FIELD SERVICES: PREPARE AND START LOGIC CONTROL SYSTEM UNDER PROVISIONS OF THIS SECTION.
START-UP AND COMMISSION SYSTEMS. ALLOW SUFFICIENT TIME FOR START-UP AND COMMISSIONING PRIOR
TO PLACING CONTROL SYSTEMS IN PERMANENT OPERATION. PROVIDE THE CAPABILITY FOR OFF-SITE
MONITORING AT CONTROL CONTRACTOR'S LOCAL OR MAIN OFFICE. AT A MINIMUM, OFF-SITE FACILITY SHALL
BE CAPABLE OF SYSTEM DIAGNOSTICS AND SOFTWARE DOWNLOAD. OWNER SHALL PROVIDE PHONE LINE
FOR THIS SERVICE FOR 1 YEAR OR AS SPECIFIED. PROVIDE OWNER'S REPRESENTATIVE WITH SPARE PARTS
LIST. IDENTIFY EQUIPMENT CRITICAL TO MAINTAINING THE INTEGRITY OF THE OPERATING SYSTEM.
L. TRAINING: PROVIDE APPLICATION ENGINEER TO INSTRUCT OWNER IN OPERATION OF SYSTEMS AND
EQUIPMENT. PROVIDE SYSTEM OPERATOR'S TRAINING TO INCLUDE (BUT NOT LIMITED TO) SUCH ITEMS AS
THE FOLLOWING: MODIFICATION OF DATA DISPLAYS, ALARM AND STATUS DESCRIPTORS, REQUESTING DATA,
EXECUTION OF COMMANDS AND REQUEST OF LOGS. PROVIDE THIS TRAINING TO A MINIMUM OF 3 PERSONS.
PROVIDE ON-SITE TRAINING ABOVE AS REQUIRED, UP TO 4 HOURS AS PART OF THIS CONTRACT.
M. DEMONSTRATION: PROVIDE SYSTEMS DEMONSTRATION. DEMONSTRATE COMPLETE OPERATING SYSTEM TO
OWNER'S REPRESENTATIVE. PROVIDE CERTIFICATE STATING THAT CONTROL SYSTEM HAS BEEN TESTED AND
ADJUSTED FOR PROPER OPERATION.
N. CONTROL SEQUENCES:
FAN COIL UNITS (FC):
OCCUPIED MODE: ON A CALL FOR COOLING FROM A WALL MOUNTED TEMPERATURE SENSOR THE BAS SHALL
CONTINUOUSLY RUN THE UNIT FAN AND MODULATE THE 2-WAY CHILLED WATER VALVE AS REQUIRED TO
MAINTAIN SETPOINT.
UNOCCUPIED MODE: THE UNIT SHALL OPERATE TO MAINTAIN THE NIGHT TEMPERATURE SETBACK.
MORNING WARM-UP/COOL-DOWN: THE BAS SHALL OPTIMALLY CYCLE THE UNIT AND MODULATE THE HEATING
OR COOLING TO REACH OCCUPIED SETPOINT BY SCHEDULED OCCUPIED TIME.
A CONDENSATE OVERFLOW SWITCH FOR EACH FAN COIL UNIT SHALL SHUT OFF THE FAN COIL UNIT FAN AND
ALARM THE BAS IF A HIGH CONDENSATE LEVEL TRIPS THE SWITCH.
HVAC SPECIFICATIONS (CONTINUED):
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PARTIAL FIFTH FLOOR NEW WORK PLAN - DUCTWORKSCALE: 1/8" = 1'-0"
LAB
5029
LAB
5029B
CORRIDOR
CR-5B
LAB
5005B
LAB
5005
LAB
5014
CORRIDOR
CR-5A
LAB
5034
LAB
5026
LAB
5016
OFFICE
5016B
1
1
FC-5
FC-5
1FC-6
1FC-6
250/1024
(TYP. FOR 2)
160/
0824
10" Ø
10" Ø
18x8
500/16x16
CR
8" Ø
12" Ø 12" Ø
12" Ø
12" Ø
365/1224
(TYP. FOR 2)
360/1224
(TYP. FOR 2)
800/20x12
TR
800/22x22
CR
15x18
825/20x12
TR
825/22x22
CR
375/1224
(TYP. FOR 4)
12" Ø
12" Ø
24x8
2
2
2
2
22
22
2
22x14
4
4
4
4
4
43x16 39x16 37x14 30x12
30x8
34x20 38x14
27x1
4
27x1
2
16x12
24x8
27x18
30x1833x1843x18
27x12
16x12
16x12
27x1
816
x18
18x8
34x20
27x1
2
27x1
1
27x1
415
x14
16x1
2
5
5
OFFICE
5014A
12" Ø 1
FC-66
22x14
6
4
CS135CS
139
CE
22
VS121
CE18
VS120VS118
7
7 12x6
24x7
4
18x8
22x11
8
9
10
32x12
VS123VS122
VE84VE86 VE88
VS126
VS124
VS130 VS133
CS140
VS127
LINE OF NEW
CEILING BULKHEAD
LINE OF NEW
CEILING BULKHEAD
3 2
2
2 600/18x12
CR
600/18x12
CR
18x10 18x10
42
2 2
300/1024
(TYP. FOR 2)
300/1024
(TYP. FOR 2)
10" Ø
(TYP. FOR 4)
3
32
4
4
5
FC-6
PARTIAL FIFTH FLOOR NEW WORK PLAN - PIPINGSCALE: 1/8" = 1'-0"
T T
T
T
TTO FC-5
TO FC-6TO FC-6
CO
CO
LAB
5029
LAB
5029B
CORRIDOR
CR-5B
LAB
5005B
LAB
5005
LAB
5010
LAB
5014
CORRIDOR
CR-5A
LAB
5034LAB
5026
LAB
5016
OFFICE
5016B
CO
EXISTING 1-1/2"
LP STEAM
1-1/2" LP
1-1/2" LP
1" LP
3/4" LP
TO FC-6
TO FC-5
FC-5
FC-5
FC-6
FC-6
2-1/2" CWS
FRM ABV.
2-1/2" CWR
TO ABV.
1 1/
4"C
WR
1 1/
4"C
WS
1 1/
4"C
WS
1 1/
4"C
WR
2-1/2" CWS2-1/2" CWR
2" CWS
2" CWR
1-1/2" CWS1-1/2" CWR
1-1/4"1-1/4"
1
2
3
3
3
5
5
1
1
2 23
4
2
3
3
1
3
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
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PLAN NOTES:
1. FAN COIL UNIT MOUNTED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH CEILING GRID EXISTING
DUCTWORK, PIPING, CONDUIT, SPRINKLER PIPING, AND OTHER NEW AND EXISTING UTILITIES. PROVIDE MANUFACTURER RECOMMENDED SERVICE
CLEARANCES AND REFRIGERANT PIPING CONNECTION LENGTHS.
2. CONNECT NEW DUCT TO EXISTING. TRANSITION AS REQUIRED AND SEAL AIR-TIGHT.
3. NEW DUCT FULL SIZE OF EXISTING DUCT. PROVIDE CAPPED END AND SEAL CONNECTION AIR-TIGHT.
4. EXISTING EXHAUST DUCT, AIR DEVICES, AND ACCESSORIES ARE POTENTIALLY HAZARDOUS AND CHEMICAL LADEN. CONTRACTOR SHALL TAKE PROPER
SAFETY PRECAUTIONS IN ACCORDANCE WITH CURRENT OSHA AND ENVIRONMENTAL HEALTH AND SAFETY STANDARDS WHEN HANDLING DURING
DEMOLITION. COORDINATE CLOSELY WITH THE UNIVERSITY ENVIRONMENTAL HEALTH AND SAFETY DEPARTMENT.
5. CONNECT NEW DUCT TO EXISTING CHEMICAL/FUME EXHAUST HOOD TO BE RE-USED. EXTEND AND CONNECT TO EXISTING EXHAUST RISER.
6. TOP REGISTER IN NEW BULKHEAD.
7. CONNECT NEW EXHAUST DUCT TO HOOD BELOW AND TO EXISTING EXHAUST BOX.
8. 80"x42"x24" TYPE II EXHAUST HOOD ABOVE OVENS. SET MD FOR 550 CFM. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
9. 108"x57"x24" TYPE II EXHAUST HOOD ABOVE AUTOCLAVES. SET MD FOR 550 CFM. INSTALL IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS
10. 18x8 TRANSFER DUCT WITH 16X16 CG (TYP. FOR 2).
PLAN NOTES:
1. FAN COIL UNIT MOUNTED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WITH CEILING GRID
EXISTING DUCTWORK, PIPING, CONDUIT, AND OTHER NEW AND EXISTING UTILITIES. PROVIDE MANUFACTURER RECOMMENDED SUPPORTS,
SERVICE CLEARANCES AND PIPING CONNECTION LENGTHS.
2. 1-1/4" COLD WATER SUPPLY AND RETURN PIPING TO/FROM FAN COIL UNIT. ROUTE CLEAR OF UNIT SERVICE ACCESS AND COORDINATE
LOCATION WITH EXISTING UTILITIES. SEAL PIPE WALL PENETRATIONS WEATHER-TIGHT.
3. 1-1/4" CONDENSATE PIPING. PROVIDE CLEAN-OUT. ROUTE CLEAR OF UNIT SERVICE ACCESS.
4. 1-1/4" CONDENSATE PIPING DOWN. TERMINATE MINIMUM 4" ABOVE FLOOR DRAIN - MAXIMUM 6" COORDINATE LOCATION WITH PLUMBING
PLANS.
5. CONNECT NEW LP STEAM PIPING AND EXTEND AND CONNECT TO NEW AUTOCLAVES. SIZE AS RECOMMENDED BY THE MANUFACTURER.
COORDINATE LOCATION WITH EQUIPMENT. SECURE PIPING TO WALL.
0 16 24 328
1/8" = 1' - 0"
LEGEND:
1-HR FIRE WALL
2-HR FIRE WALL
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PARTIAL PENTHOUSE FLOOR NEW WORK PLAN - PIPINGSCALE: 1/8" = 1'-0"
EX 8" CWS
EX 8"CWR
EXIST.
HPU2-1/2" CWS DOWN
2-1/2" CWR FROM BELOW
4"LPR
1/4
" LP
R
PENTHOUSE
F-1
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
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SEPTEMBER . 30 . 2016
G843-16-219956
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SSL
0 16 24 328
1/8" = 1' - 0"
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PARTIAL FIFTH FLOOR DEMOLITION PLAN - LIGHTINGSCALE: 1/8" = 1'-0"
ER
EMERGENCY LIGHTING
UNIT, TO BE REMOVED
EMERGENCY
LIGHTING UNIT,
TO BE REMOVED
ER
ER
ER
ER
ER
ER
ER ER
ER ER ER ER ERER
ER ER ER ER ERER
ER ER ER ER ERER
EM
EM
ERERER ER ER ER
ERERERERERER
ER ER ER ER ER
LAB
5005
LAB
5005B
LAB
5017
LAB
5029B
LAB
5029
LAB
5029A
OFFICE
5029C
ICE
E03
CORRIDOR
CR-5B
OFFICE
5014A
LAB
5014
LAB
5010 LAB
5000
LAB
5007LAB
5034
LAB
5026
LAB
5026
LAB
5016
JANITOR
E06
CORRIDOR
CR-5C
OFFICE
5016B
CORRIDOR
CR-5A
ER ER
ER ER
ER ER
ER ER
ER
ER
ER ER ER
ER
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
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SEPTEMBER . 30 . 2016
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JTO
GENERAL NOTES:
1. THE EXISTING CIRCUITS SERVING LIGHT FIXTURES BEING REMOVED SHALL BE DISCONNECTED AND RETAINED FOR
RECONNECTION TO THE NEW LIGHT FIXTURES.
2. WHERE A SWITCH IS INDICATED TO BE REMOVED, THE EXISTING OUTLET BOX SHALL BE RETAINED FOR REUSE.
0 16 24 328
1/8" = 1' - 0"
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PARTIAL FIFTH FLOOR DEMOLITION PLAN - POWERSCALE: 1/8" = 1'-0"
1
4
1
4
1
4
4
4
4
3
1
4
PSPS
4
2
ER ERER
PNL-PC53PNL-LC51
PNL-ELEC
PSPS
6
6
6
6
6 66
EXISTING PANEL - PC-51
6
ERER
ER
ER
1
10
EXISTING CONDUIT
6
6
6
66 6 6
6
6
66
66
6 6
6
8 8 8
9
DISCONNECTEXISTING HOOD
5
5
5
5
EXISTING HOOD AND ALL ELECTRICALCONNECTIONS TO REMAIN
LAB
5005
LAB
5005B
LAB
5017
LAB
5029B
LAB
5029
LAB
5029A
OFFICE
5029C
ICE
E03
CORRIDOR
CR-5B
OFFICE
5014A
LAB
5014
LAB
5010LAB
5000
LAB
5007
LAB
5034
LAB
5026
LAB
5026
LAB
5016
JANITOR
E06
CORRIDOR
CR-5C
OFFICE
5016B
CORRIDOR
CR-5A
1-HR FIRE WALL (TYP.)
2-HR FIRE WALL (TYP.)
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
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V
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INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
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REVISIONS DATE
CAD
DEMOLITION NOTES:
1. REMOVE RECEPTACLES AND COVER PLATES IN FLUSH BOXES, UNO.RETAIN THE EXISTING WIRING AND OUTLET BOX FOR REUSE,RECEPTACLES SHALL BE REPLACED.
2. REMOVE PLUG STRIP FROM CASEWORK TO ALLOW INSTALLATION OFNEW COUNTERTOPS.
3. DISCONNECT ALL ELECTRICAL CONNECTIONS TO COLD ROOM TOALLOW REMOVAL OF COLD ROOM.
4. REMOVE ALL SURFACE MOUNTED CONDUIT AND SURFACE RACEWAY.
5. EXISTING FIRE ALARM DEVICE TO REMAIN. PROTECT DURINGCONSTRUCTION.
6. REMOVE RECEPTACLE, COVER PLATE AND WIRE BACK TO PANEL.PROVIDE BLANK COVER ON OUTLET BOX.
7. NOT USED.
8. EXISTING CIRCUITS IN THIS ROOM ARE FROM PANEL - PC53.DISCONNECT CIRCUITS 2,3,4,5,6,7,8,9,10,11,13, AND 28. REMOVECONDUCTORS FROM PANEL TO OUTLETS. REMOVE CONDUIT WHEREACCESSIBLE.
9. EXISTING CIRCUITS TO PLUG STRIP ON LAB TABLES. REMOVECONDUCTORS. CONDUIT WILL BE USED TO FEED NEW RECEPTACLESON TABLES. SEE SHEET E1.2.
10. EXISTING CIRCUITS IN THIS ROOM ARE FROM EXISTING PANEL PC-51.DISCONNECT CIRCUITS 8,10,11,12,13,14,16,23 AND 27. REMOVECONDUCTORS FROM DEVICES BACK TO PANEL. WHERE ACCESSIBLE.
208Y/120V
SURFACE
YES
PLUGMOLD 5014 (EXISTING)
RECEP IN FUME HOOD 5028 (EXIST ING)
RECEPTACLES 5022 (EXISTING)
RECEPTACLES ON TABLE 5016 ( NOTE2)
RECEPTACLES 5028A-5028B (EXIST)
RECEPTACLE B5028 (EXISTING)
LOAD SERVED
INTERRUPT RATING:
''
''
DISC SWITCH 5026 C (EXISTING)
''
208 VOLT RECE. 5014 $5022 (EXISTING)
''
208 VOLT RECEPTACLE 5016 (EXISTING)
''
RECEPTACLE IN FUME HOOD 5020 EXISTING)
SPARE (NOTE 1)
PLUGMOLD 5022 (EXISTING)
FUME HOOD RECEP. 5016 (EXISTING)
RECEPTACLES ON TABLE 5016 ( NOTE2)
RECEPTACLES 5016-5028 (EXISTING)
PLUGMOLD 5014 (EXISTING)
MOUNTING:
VOLTAGE:
SOLID NEUTRAL:
-
--
--
0
10,000 AIC
-
-
-
40/2
20/2
0 0
-
--
-
-
--
-
20/1
-
30/2
-
20/2
''
BECKMAN (EXISTING)
''
''
208 VOLT HOOD RECEP 5022 (EXISTING)
''CENTRIFUGE (EXISTING)
PLUGMOLD 5028 (EXISTING)
RECEPTACLES 5014-5022 (EXISTING)'
SPARE (NOTE 1)
SPARE (NOTE 1)
L3
--
-.72
--
--
--
-
20/1
-
20/2
20/2
20/1
20/1
20/1
20/1
-
--
--
- -
- -
.72
20/1
20/1
20/1
20/1
20/1
20/1
-
BKR
-
-.72
-
--
- -
L1
- -
L2
20/1
-
20/2
20/2
20/1
20/1
20/1
20/1
PLUGMOLD 5028B (EXISTING)
208 VOLT RECEP 5016 (EXISTING)
-
RECEPTACLE 5028 (EXISTING)
RECEPTACLES ON TABLE 5016 ( NOTE2)
RECEPTACLES 5014 (EXISTING)
UNKNOWN (EXISTING)
20/1
20/1
20/1
20/1
20/1
BKR
20/1
20/1
SPARE (NOTE 1)
SPARE (NOTE 1)
PLUGMOLD 5028 (EXISTING)
PLUGMOLD 5028 (EXISTING)
LOAD SERVED
BUS RATING:
MAIN:
SYSTEM: 3PH, 4W
EXISTING PANEL PC51
100A
GROUND BUS:
INTEGRAL SPD:
YES
LOADS ( )
LIGHTING
REC TO 10 KVA
REC REMAINING
LARGEST MOTOR
SPACE HEATING
KITCHEN EQUIPMENT
CONNECTED
0
0
0
0
0
0
0
0
DEMAND
1.25
1.0
0.5
1.0
0.25
0.0
1.0
1.25
0
0
0
0
0
0
0
0
FACTOR
TOTAL CONNECTED LOAD
MIN. FEEDER / PANEL CAPACITY
0 1.0 0
CONTINUOUS
NON-CONTINUOUS
DEMAND
00
0 0
AMPSKVA
KVA AMPS
33
9
25
29
31
27
17
23
19
21
13
15
11
1
5
7
3
CKT
34
10
26
30
32
28
18
22
24
20
14
16
12
2
6
8
4
CKT
KVA
DEMAND 0 1.0 0
OVERALL DEMAND FACTOR 1
100A MLO NO
--
3/4"
3/4"
3/4"
3/4"
-
-
3/4"
-
-
#8
#8
#12
#12
#12
#12
#12
#12
3/4"
3/4"
-
3/4"
3/4"
3/4"
3/4"
-
#12
#12
#12
#12
#12
#12
#12
3/4"
3/4"
3/4"
3/4"
COND
#12
#12
#12
#12
PHASE NEUT GND
-
-
#8
-
#12
-
#12
-
-
-
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12 #12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
-
#12
-
#12
-
#12
-
#10
-
-
#12
#12
#12
-
-
-
-
#12
#12
#12
#12
#12
#12
-
#12
-
#12
-
#10
-
#12
NEUT
3/4"#12
-
3/4"
-
3/4"
#10
#10
#12
#12
-
3/4"
-
3/4"
#12
#12
#12
#12
3/4"
3/4"
3/4"
3/4"
#12
#12
#12
#12
3/4"
-
-
#12
-
-
-
-
3/4"
3/4"
-
-
#12
#12
PHASE COND
3/4"#12
#12
-
#10
-
#12
-
#12
-
#12
#12
#12
#12
#12
#12
-
-
-
-
#12
#12
GND
#12
LOADS (KVA)
WATER HEATING
AIR CONDITIONING 0
0
CONNECTED
0
0
DEMANDFACTOR
1.0
1.0
DEMAND
NON-SEASONAL MOTORS
L1 L2 L3
PHASE LOAD TOTALS1. REMOVE CONDUCTORS AND CONDUIT WHERE ACCESSIBLE.
2. EXISTING BREAKER TO BE REUSED. PROVIDE NEW CONDUCTOR IN EXISTING CONDUIT.
0 16 24 328
1/8" = 1' - 0"
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TYPICAL WALL DEVICE LOCATION DETAILNO SCALE
LIGHT SWITCH(ES)
RECEPTACLE OR
TELECOMM OUTLET
FIRE ALARM
NOTIFICATION DEVICE
DOOR
2"
DEVICES SHOWN IN SAME
AREA ON PLANS SHALL ALIGN
VERTICALLY WITH DEVICES
ABOVE AND/OR BELOW
NOTE:
• NOT ALL DEVICES SHOWN ARE USED IN ALL LOCATIONS. REFER TO THE ELECTRICAL FLOOR PLANS
FOR DEVICE LOCATIONS.
• WHERE DEVICE HEIGHTS INDICATED ON FLOOR PLANS ARE DIFFERENT FROM WHAT IS SHOWN IN
THE DETAIL, THE HEIGHTS INDICATED ON FLOOR PLANS SHALL TAKE PRECEDENCE.
• DEVICES SHOWN SIDE-BY-SIDE ON THE PLANS THAT ARE NOT GANGED TOGETHER SHALL HAVE 2"
OF SEPARATION BETWEEN FACEPLATES UNLESS NOTED OTHERWISE OR UNLESS MORE
SEPARATION IS REQUIRED TO MAINTAIN FIRE RATING OF WALL.
• FOR WALL DEVICES MOUNTED ABOVE ARCHITECTURAL ITEMS (SUCH AS FIRE ALARM STROBES
MOUNTED ABOVE MARKERBOARDS OR TACKBOARDS), COORDINATE MOUNTING HEIGHTS OF WALL
DEVICES SUCH THAT THEY DO NOT INTERFERE WITH ARCHITECTURAL ITEMS. CONFIRM LOCATIONS
WITH ARCHITECT PRIOR TO INSTALLATION.
• THIS DETAIL DOES NOT APPLY TO LOCATIONS WHERE EXISTING SWITCH OUTLETS ARE USED.
• CONFIRM THE LOCATION OF ALL SURFACE MOUNTED RACEWAYS WITH THE ARCHITECT PRIOR TO
INSTALLATION.
3"
1'-4
" T
O
BO
TT
OM
4'-0
" T
O T
OP
7'-6
" T
O B
OT
TO
M M
INIM
UM
OR
8'-0
" T
O T
OP
MA
XIM
UM
FINISHED
FLOOR
DEVICE
SYMBOL
LIGHTING SENSOR AND CONTROL SWITCH LEGEND/SCHEDULE
DESCRIPTION OPERATIONMANUFACTURER / MODEL NUMBER
NOTES:
BASIS OF DESIGN
LD ACUITY nLIGHT nPP16 D SA/SA2
USE WITH VACANCY SENSORS AND MANUAL CONTROLS FOR
MANUAL-ON OPERATION. PROVIDES ON/OFF/RAISE/LOWER
CAPABILITY FOR ONE ZONE OF LIGHTING.
1. DEVICE FINISHES SHALL BE AS OUTLINED IN THE SPECIFICATIONS.
2. IF ONE OF THE "OTHER ACCEPTABLE PRODUCT" SENSORS ARE USED, CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS AS NEEDED TO COMPLETELY COVER THE SPACE SERVED. QUANTITIES ON DRAWINGS ARE BASED ON
THE COVERAGE OF THE BASIS-OF-DESIGN SENSORS. EXACT LOCATIONS OF ALL SENSORS SHALL BE AS RECOMMENDED BY MANUFACTURER.
3. ALL OCCUPANCY/VACANCY SENSOR TIME DELAYS SHALL BE 15 MINUTES, UNLESS NOTED OTHERWISE.
4. PROVIDE ALL LOW-VOLTAGE WIRING NEEDED FOR A FULLY OPERATIONAL SYSTEM (CAT 5E, 0-10V VIOLET-AND-GRAY, ANY OTHER MANUFACTURER-RECOMMENDED CABLING, PLENUM-RATED WHERE IN AIR HANDLING SPACES,
IN DEDICATED CONDUIT SYSTEM WHERE NOT ABOVE ACCESSIBLE CEILINGS, IN DEDICATED SLEEVES WHERE PENETRATING PARTITIONS).
5. FOR CAT5E "PLUG-AND-PLAY" SYSTEMS, AT LEAST ONE WALL SWITCH IN EACH ROOM SHALL HAVE AN OPEN CAT5E PORT (SO THAT THERE IS AN EASILY ACCESSIBLE OPEN PORT).
6. PROVIDE ALL PROGRAMMING NEEDED TO SET UP SENSORS, POWER PACKS AND LOW-VOLTAGE SWITCHES.
7. LOAD CONTROLLERS SHALL BE LOCATED ABOVE THE NEAREST ACCESSIBLE CEILING (PLENUM-RATED WHERE IN AIR HANDLING SPACES), EXCEPT WHERE LUTRON OR EATON GREENGATE PRODUCTS ARE USED SHALL BE
LOCATED ABOVE THE ACCESSIBLE CEILING IN THE CORRIDOR OUTSIDE THE ROOM SERVED.
8. PROVIDE LOAD CONTROLLERS IN QUANTITIES NEEDED TO SERVE THE NUMBER OF ZONES INDICATED ON THE DRAWINGS. ROOMS MAY SHARE LOAD CONTROLLERS IF THERE ARE SUFFICIENT OUTPUTS AND IF ROOMS CAN
STILL OPERATE INDEPENDENTLY OF ONE ANOTHER. LOAD CONTROLLERS SHALL BE THE DIMMING TYPE WITH 0-10V WIRING IN ROOMS WHERE SWITCHES ARE THE DIMMING TYPE.
9. SEE SPECIFICATIONS FOR MORE DETAILS.
OTHER ACCEPTABLE PRODUCTS
1 ACUITY nLIGHT nPODM DX
USE WITH VACANCY SENSOR(S) FOR MANUAL-ON OPERATION.
PROVIDES ON/OFF/RAISE/LOWER CAPABILITY FOR ONE ZONE ATLOW VOLTAGE SINGLE-ZONE
ON/OFF/RAISE/LOWER SWITCH
HUBBELL NX SYSTEM SWITCH;
WATTSTOPPER DLM SYSTEM SWITCH;
LUTRON seeTOUCH QS SWITCH;ONE OR MORE SWITCH LOCATIONS.
VACANCY SENSOR, 0-10V DIMMING WITH MANUAL-ON AUTO-OFF ACUITY SENSOR SWITCH WSX D SA
HUBBELL LHD SERIES;
WATTSTOPPER PW-311 SERIES;
LUTRON MS-Z101 SERIESD
WALL SWITCH 0-10V DIMMING
OCCUPANCY SENSOR
VACANCY SENSOR ACUITY nLIGHT nCM PDT 10 RJB1LOW VOLTAGE DUAL TECH CEILING
MOUNTED OCCUPANCY SENSOR
HUBBELL NX SYSTEM DUAL TECH CEILING SENSOR;
WATTSTOPPER DLM SYSTEM DUAL TECH CEILING SENSOR;
LUTRON LOS-CDT SERIES;
LOAD CONTROLLER, 0-10V DIMMING
(ON/OFF/RAISE/LOWER)
HUBBELL NX SYSTEM ROOM CONTROLLER;
WATTSTOPPER DLM SYSTEM ROOM CONTROLLER;
LUTRON ENERGI SAVR NODE;
EATON GREENGATE ROOM CONTROLLER DUAL TECH CEILING SENSOR
EATON GREENGATE ROOM CONTROLLER
EATON GREENGATE ROOM CONTROLLER SYSTEM SWITCH
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
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SEPTEMBER . 30 . 2016
G843-16-219956
1618
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REVISIONS DATE
JTO
MTG. HGT. SYMBOL DESCRIPTION
ELECTRICAL LEGEND
PLAN NOTE DESIGNATION.1
A1 LIGHTING FIXTURE TYPE DESIGNATION.
ASTERISK DENOTES BOTTOM OF OUTLET BOX MOUNTED 8 IN. ABOVE TOP OF COUNTER.DISTANCE INCLUDES HEIGHT OF BACKSPLASH.
LIGHTING FIXTURE, LED, CEILING MOUNTED.
LIGHTING FIXTURE, LED, CEILING MOUNTED WITH INTEGRAL EMERGENCY LED DRIVER(TYPICAL FOR ALL LIGHTING FIXTURES).
EXISTING EMERGENCY LIGHTING UNIT, SURFACE WALL MOUNTED.
EXISTING EMERGENCY LIGHTING UNIT, SURFACE WALL MOUNTED.
EXISTING GENERAL USE SWITCH, SINGLE POLE. 4'-0" S
RECEPTACLE, DUPLEX, WALL. ALPHA-NUMERIC OR NUMERIC SUBSCRIPT, WHERE SHOWN,INDICATES CIRCUIT. (TYPICAL FOR ALL RECEPTACLES)
1'-4" TO BOT
RECEPTACLE, DUPLEX GFCI, WALL.1'-4" TO BOT
RECEPTACLES, TWO DUPLEX (QUAD) IN A TWO GANG OUTLET BOX, WALL.1'-4" TO BOT
RECEPTACLE, SPECIAL PURPOSE, WALL.1'-4" AFF TOBOT, UNO
FIRE ALARM HORN OR SPEAKER WITH INTEGRAL VISUAL DEVICE, WALL. NUMBERINDICATES VISUAL DEVICE MINIMUM CANDELA RATING.30
F7'-6" TO TOP
FIRE ALARM VISUAL DEVICE, WALL. NUMBER INDICATES VISUAL DEVICE MINIMUMCANDELA RATING.
30F7'-6" TO TOP
208/120 VOLT PANELBOARD.6'-0"
NON-FUSIBLE SAFETY SWITCH, WALL OR EQUIPMENT MOUNTED. NUMBER INDICATESNON-FUSED/3-POLE/60 AMP RATING.N/3/60
5'-0"
CIRCUIT DESIGNATION. DESIGNATION SHOWN INDICATES PANEL 2HB1 AND CIRCUITNUMBER 24.
2HB1-24
CONDUIT CONCEALED IN WALL OR ABOVE CEILING.
EXISTING CONDUIT TO BE REMOVED.
SR1 SURFACE RACEWAY. NUMBER, WHERE SHOWN, INDICATES TYPE AS SCHEDULED ONDRAWINGS OR IN SPECIFICATIONS.
NOTES (ELECTRICAL LEGEND):
1. THESE ARE STANDARD ELECTRICAL SYMBOLS AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS.
HOWEVER, WHEREVER AN ELECTRICAL SYMBOL APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE
FURNISHED AND INSTALLED.
2. MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO TOP OF OUTLET OR EQUIPMENT, UNO. WHERE THE
MOUNTING HEIGHT INDICATED ON THE DRAWINGS IS DIFFERENT FROM THE LEGEND, THE DRAWING TAKES
PRECEDENT. SEE DRAWINGS FOR MOUNTING HEIGHTS NOT INDICATED IN THE LEGEND.
3. SEE ELECTRICAL ABBREVIATIONS FOR ALPHABETIC SUBSCRIPT WITH SYMBOL, UNO.
ELECTRIC WATER COOLEREWC
SCCR SHORT CIRCUIT CURRENT RATING
1. ALL ABBREVIATIONS LISTED MAY NOT APPLY TO THIS PROJECT. REFER TO OTHER ABBREVIATION LISTS
NOTE (ELECTRICAL ABBREVIATIONS):
ELSEWHERE IN THESE DOCUMENTS FOR ABBREVIATIONS NOT LISTED HERE.
IG
IMC INTERMEDIATE METAL CONDUITISOLATED GROUND
GF OR GFI
FLUORFLUOR
HPF
HZ
HW
HPS
HTR
HP
HID
HOA
HG
H OR HOR
GND
FC
GEN
FXTRFXTR
FSD
FSS
FACPFACP
FDR
FA
EXIST
EXT
HIGH INTENSITY DISCHARGE
HORSEPOWER OR HEAT PUMP
HIGH PRESSURE SODIUM
HIGH POWER FACTOR
HAND-OFF-AUTOMATIC
HOT WATER
HERTZ
HEATER
HORIZONTAL
HOSPITAL GRADE
GROUND
FIRE/SMOKE DAMPER
FUSIBLE SAFETY SWITCH
FIRE ALARM CONTROL PANELFIRE ALARM CONTROL PANEL
FOOTCANDLE
GENERATOR
FLUORESCENTFLUORESCENT
GROUND FAULT INTERRUPTER
FIXTURE
EXISTING
EXTERIORFIRE ALARM
FEEDER
WP WEATHERPROOF
TRANSFORMER
TRANSFER
XFMR
XFER
TC TIME CLOCK
VOLT-AMPERE
UNDERGROUND
WATT OR WIRE
VOLT-AMPERE REACTIVE
UNLESS NOTED OTHERWISE
VOLT
VOLTMETER
W
VM
V
VAR
VA
UNDERFLOOR
TYPICAL
TELEVISION
TELEPHONE
UG
UNO
UF
TYP
TV
TEL
MOTOR OPERATED SMOKE DAMPER
SURGE SUPPRESSOR
SYMMETRICAL
SWITCHBOARD
SURFACE RACEWAY
SOLID NEUTRAL
SURFACE METAL RACEWAY
STR STARTER
SWITCHGEAR
SWITCH
SYM
SN
SWGR
SWBD
SW
SECONDARY
SPEAKERSPKR
SSSR
SDR
SEC
SMR
COMB
E OR EMER
ENG
ER
EQUIP
EP
ENCL
EMT
EML
EM
EMN
ELEC
EL
CTRL
DC
DR
DISC
CW
CU
COND
CONT
CT
CONN
CND
CNTR
EXIST RELOCATED TO THIS LOCATION
EXIST REMOVED
EXIST REMOVED AND NEW INSTALLED
ELECTRICAL METALLIC TUBING
EXIST TO REMAIN
EQUIPMENT
ENCLOSURE
EXPLOSIONPROOF
ENGINE
EMERGENCY
ELECTRIC OR ELECTRICAL
DOOR RELEASE SERVICE
CURRENT TRANSFORMER
CONTROL
DISCONNECT
DIRECT CURRENT
COLD WATER
COPPER
CONTACTOR
CONNECTION
CONDUCTOR
COMBINATION
CENTERCONDUIT
BRKR
ASYM
AWG
CATV
CCTV
CF
CKT
CLG
CB
CAB
CA
BD
BEL
AM
ATS
AMPL
AIC
AL
AFF
ABV
AFD
ACACB
A OR AMP
AMERICAN WIRE GAGE
COMPACT FLUORESCENT
CLOSED CIRCUIT TELEVISION
CABLE TV
CIRCUIT BREAKER
CIRCUIT
CEILING
BUS DUCT
BREAKER
CABINET
CABLE
BELOW
ADJUSTABLE FREQUENCY DRIVE
ABOVE FINISHED FLOOR
ALTERNATING CURRENT
ABOVE COUNTER BACKSPLASH
AMPERES INTERRUPTING CAPACITY
AUTOMATIC TRANSFER SWITCH
AMMETER
ALUMINUM
AMPLIFIER
ASYMMETRICAL
ABOVE
AMPERE
MS
PBS PUSHBUTTON STATION
PANELBOARD
POLYVINYL CHLORIDE
RIGID GALVANIZED STEEL CONDUIT
POTENTIAL TRANSFORMER
RECEPTACLE
QUANTITY
REC
RGS
QTY
POWER
PANEL OR PANELBOARD
PHASE
PRIMARY
PTPVC
PWR
PRI
PNLBRD
PH
PNL
PULL BOX OR PUSHBUTTON
MOUNTED OR MOUNTING
MAGNETIC STARTER
MERCURY VAPOR
NON-FUSIBLE SAFETY SWITCH
NATIONAL ELECTRICAL CODE
NFSS
OVERHEAD
POLE
NUMBER
PB
P
OH
NO
NEUTRAL
METER
NEUT
NEC
MTG
MV
MTR
LTG LIGHTING
MAIN DISTRIBUTION FRAME
MAIN LUGS ONLY
THOUSAND CIRCULAR MILS
MOTOR CONTROL CENTER
METAL HALIDE OR MOUNTING HEIGHT
MOTOR OPERATED DAMPER
MASTER ANTENNA TELEVISION
MAIN CIRCUIT BREAKER
MOTOR
MOD
MOT
MLO
MCM
MDF
MH
LUMENS OR LUMINAIRE
MANUALMAGNETIC
MAN
MATV
MCC
MCB
MAGLUM
JUNCTION BOX
LIGHTNING ARRESTER
LOW PRESSURE SODIUM
KILOWATT-HOUR
KILOVOLT-AMPERE
KILOVOLT-AMPERE REACTIVE
KILOWATT
KWH
LPS
LA
KVAR
KW
KVA
KILOVOLT
THOUSAND CIRCULAR MILS
JB
KCMIL
KV
DB DOOR BELL
DS DOOR SWITCH
GD GARAGE DOOR
C COUNTERTOP
ERC ELEVATOR RECALL
ELEV ELEVATOR
UNDERWRITERS' LABORATORIESUL
HGT HEIGHT
REFRIGERATORREFRIG
BOT BOTTOM
DIM DIMENSION
MINIMUMMIN
DWG DRAWING
ARC FAULT INTERRUPTERAF OR AFI
FACU FIRE ALARM CONTROL UNITSURGE PROTECTIVE DEVICESPD
EXIST REMOVED AND RELOCATED
VERTICALVERT
ELECTRICAL ABBREVIATIONS
NIGHT LIGHTNL
SB SOUNDER BASE
RELAY BASERB
MASS NOTIFICATION SYSTEMMNS
KNOCKOUTKO
IC INTERCOM OR INTERRUPTING CAPACITY
TAMPER RESISTANTTR
LRP LIGHTING RELAY PANEL
CR CORROSION RESISTANTNORMALN OR NORM
SL SINGLE STATION
UNDERCOUNTERUC
S/O SPACE ONLY
LIGHT EMITTING DIODELED
SPECIAL PURPOSESP
MANUAL MOTOR STARTERMMS
ECNC EXIST CND AND NEW CONDS
ABD ABANDONED
AIP ABANDONED IN PLACE
INITIALINIT
GFP GROUND FAULT PROTECTION/PROTECTED
INCANDESCENTINC
BAS BUILDING AUTOMATION SYSTEM
MAXIMUM OVER CURRENT PROTECTIONMOCP
MINIMUM CIRCUIT AMPACITY MCA
IDF INTERMEDIATE DISTRIBUTION FRAME
MOTOR/GENERATORM/G
WIRE GUARDWG
GTD GENERATOR TRANSFER DEVICE
VARIABLE FREQUENCY DRIVEVFD
WIRELESS ACCESS POINTWAP
FIXTURE
TYPE
LIGHTING FIXTURE SCHEDULE
MOUNTINGLAMP
(NO.) TYPEREMARKS
LEDA2
MANUFACTURER AND CATALOG NO.
RECESSED
CEILING
2'X2' RECESSED MOUNTED LED ZERO PLENUM TROFFER,
LAY-IN WITH TELESCOPING HOUSING TO INSTALL FROM
BELOW THE CEILING, 3500 LUMENS, 82 CRI, 4000K,
60,000HR, (0-10 VOLT DIMMING), LINEAR PRISMATIC LENS.
COLUMBIA LIGHTING:
LZPT22-40MLG-LSRS-EDU
LIGHTING FIXTURE SCHEDULE NOTES:
1. PROVIDE THE "BASIS OF DESIGN" LIGHT FIXTURES AS SCHEDULED. THESE SCHEDULED LIGHT FIXTURES HAVE BEEN STANDARDIZED FOR THIS
BUILDING BY THE OWNER. ANY SUBSTITUTES FROM THE SCHEDULED LIGHT FIXTURES ABOVE WILL SPECIFICALLY REQUIRE A SAMPLE OF THE
SUBSTITUTED LIGHT FIXTURE(S) FOR THE OWNER AND ARCHITECT TO REVIEW ON-SITE AND FOR OWNER APPROVAL PRIOR TO ORDERING.
2. PROVIDE AN INTEGRAL 1400 LUMEN EMERGENCY BATTERY PACK FOR EACH FIXTURE INDICATED FOR EMERGENCY OPERATION ON THE DRAWINGS.
INPUT
WATTS
31
CONDUIT BELOW FLOOR.
PS
LEDA1RECESSED
CEILING
2'X2' RECESSED MOUNTED LED ZERO PLENUM TROFFER,
LAY-IN WITH TELESCOPING HOUSING TO INSTALL FROM
BELOW THE CEILING, 2800 LUMENS, 82 CRI, 4000K,
60,000HR, (0-10 VOLT DIMMING), LINEAR PRISMATIC LENS.
26COLUMBIA LIGHTING:
LZPT22-40LWG-LSRS-EDU
AVERAGE FOOT-CANDLE LEVELSPACE TYPE
LIGHTING FOOT-CANDLE LEVEL SUMMARY
LAB 5014 62
LAB 5016 63
LAB 5026 55
LAB 5029 60
LAB 5034 64
DEMAND SUMMARY:
THE EXISTING LIGHT FIXTURES, TOTALING
3.46 KVA, ARE BEING DISCONNECTED FROM
EXISTING CIRCUITS. THE NEW LIGHT
FIXTURES, TOTALING 2.06 KVA, ARE BEING
RECONNECTED TO THE EXISTING CIRCUITS,
RESULTING IN A NET REDUCTION OF 1.40 KVA
ON THE PANEL.
JUNCTION BOX, CEILING.J
CONDUIT TURNED DOWN.
LEDA3RECESSED
CEILING
2'X2' RECESSED MOUNTED LED ZERO PLENUM TROFFER,
LAY-IN WITH TELESCOPING HOUSING TO INSTALL FROM
BELOW THE CEILING, 3900 LUMENS, 82 CRI, 4000K,
60,000HR, (0-10 VOLT DIMMING), LINEAR PRISMATIC LENS.
COLUMBIA LIGHTING:
LZPT22-40HLG-LSRS-EDU35
COORDINATION NOTE:
DERRING HALL ELECTRICAL DISTRIBUTION SYSTEM REPAIRS PROJECT MAY BE UNDER
CONSTRUCTION AT THE SAME TIME THIS PROJECT IS UNDER CONSTRUCTION. CONTRACTOR
SHALL FULLY COORDINATE BEFORE STARTING CONSTRUCTION OF THIS PROJECT WITH THAT
OF THE DISTRIBUTION SYSTEM REPAIRS PROJECT NUMBER G707-16-19673.
1-HR FIRE WALL
2-HR FIRE WALL
![Page 24: TY I S R E V I N DERRING HALL S ASBESTOS AND LEAD …lionberger.com/files/2016/11/IFB_0047615-Bid-Drawings.pdfa1.2 new work - plans, partial plans, notes a1.3 new work - partial plans](https://reader034.vdocument.in/reader034/viewer/2022050418/5f8dfbe2b8bf8546236384ab/html5/thumbnails/24.jpg)
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
NS
TO
REVISIONS DATE
JTO
GENERAL NOTES:
1. LOAD SIDE CONDUCTOR AND CONDUIT SIZES FROM DISCONNECT SWITCHES TO EQUIPMENT
SHALL BE THE SAME AS LINE SIDE CONDUCTORS AND CONDUIT.
2. CAREFULLY COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS WITH DUCTWORK, PIPING
AND MECHANICAL EQUIPMENT. MAINTAIN ALL CLEARANCES AND SPACES REQUIRED BY THE
NEC.
3. WHERE MULTIPLE CIRCUITS ARE COMBINED IN A SINGLE CONDUIT, INCREASE CONDUCTOR
AMPACITIES PER THE NEC.
4. ALL EMERGENCY LIGHTING FIXTURES SHALL BE MARKED SO AS TO BE IDENTIFIED BY VISUAL
INSPECTION FOR TESTING PURPOSES. IDENTIFICATION SHALL BE BY ONE 1/2" RED
SELF-STICK DOT ON THE VERTICAL PORTION OF LOUVER OR ON THE TOP OF THE LENS.
5. EXACT LOCATION AND ORIENTATION OF OCCUPANCY SENSORS SHALL BE AS RECOMMENDED
BY MANUFACTURER TO OBTAIN COMPLETE COVERAGE. IF THE CONTRACTOR USES A
SENSOR THAT HAS A COVERAGE PATTERN DIFFERENT FROM THAT WHICH IS SPECIFIED, AND
AS A RESULT ADDITIONAL SENSORS ARE REQUIRED TO COMPLETELY COVER A SPACE, THE
CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS AS REQUIRED (CONNECTED IN
PARALLEL WITH EACH OTHER) AT NO ADDITIONAL COST TO THE OWNER. ALL OCCUPANCY
SENSOR TIME DELAYS SHALL BE SET TO NO MORE THAN 30 MINUTES.
6. UNLESS INDICATED OTHERWISE, SWITCHES AND OCCUPANCY SENSORS IN A ROOM/SPACE
SHALL CONTROL ALL LIGHTING FIXTURES IN THAT ROOM/SPACE.
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL PANELBOARD FEEDER
ENTRANCE LOCATIONS (TOP, BOTTOM, SIDE).
8. CAREFULLY COORDINATE LOCATIONS OF ALL LIGHTING FIXTURES, OCCUPANCY SENSORS,
CEILING SPEAKERS, SMOKE AND HEAT DETECTORS, FIRE ALARM NOTIFICATION APPLIANCES
AND OTHER ELECTRICAL CEILING DEVICES WITH HVAC CEILING DEVICES.
9. WHERE RE-USE OF EXISTING CONDUIT, WIRING AND/OR OUTLET BOXES IS INDICATED, ALSO
PROVIDE NEW MATERIALS IF NECESSARY. IF NEW EXPOSED MATERIALS ARE NEEDED, USE
SURFACE RACEWAY (SINGLE-CHANNEL EXCEPT WHERE SPECIFICALLY INDICATED
OTHERWISE), EXCEPT EXPOSED CONDUIT AND BOXES MAY BE USED IN UNFINISHED AREAS
(MECHANICAL/ELECTRICAL/IT ROOMS, STORAGE AND HOUSEKEEPING CLOSETS, ETC.).
10. WHERE OUTLETS ARE SHOWN ABOVE A COUNTER OR SIMILAR SURFACE WITH A SPECIFIC
MOUNTING HEIGHT, COORDINATE MOUNTING HEIGHT WITH BOTH THE SURFACE BELOW AND
WITH ANY WALL MOUNTED ARCHITECTURAL ITEMS ABOVE (TACKBOARDS, ETC.) BEFORE
ROUGH-IN.
11. SEE DRAWINGS FOR RATED WALL, FLOOR AND CEILING CONSTRUCTION, AND PROVIDE
NECESSARY RATED DEVICES AND FIRE SEALANT FOR PENETRATIONS.
12. PROVIDE NEW TYPE WRITTEN DIRECTORIES FOR EXISTING PANELS WHERE CIRCUITS HAVE
BEEN ADDED, DELETED OR CHANGED AS PART OF THIS CONTRACT. ALL NEW BREAKERS IN
EXISTING PANELS SHALL MATCH EXISTING BREAKER AIC RATING.
13. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID IN ORDER TO VERIFY ALL
EXISTING CONDITIONS, TO DETERMINE THE FULL EXTENT OF DEMOLITION WORK REQUIRED,
AND TO DETERMINE THE FULL EXTENT OF RELOCATION AND MODIFICATION WORK REQUIRED
FOR ELECTRICAL WORK (DUE TO OTHER DISCIPLINES INTERFERING OR ANY OTHER REASON).
EXISTING SPACE IS TIGHT IN MANY AREAS (PARTICULARLY ABOVE CEILINGS), AND THE
CONTRACTOR SHALL BE FULLY RESPONSIBLE TO COORDINATE ALL ELECTRICAL WORK WITH
BOTH NEW AND EXISTING PIPING, DUCTWORK, CONDUIT, ETC. NO CHANGE ORDERS WILL BE
APPROVED FOR ADDITIONAL WORK DUE TO THE CONTRACTOR NEGLECTING TO VISIT THE
SITE AND GATHERING ALL NECESSARY INFORMATION.
14. WHERE EXISTING RECEPTACLES ARE TO BE REPLACED, CONTRACTOR SHALL TRACE
EXISTING CIRCUIT AND PROVIDE LABEL WITH CIRCUIT NUMBER AND PANELBOARD WHERE
CIRCUIT ORIGINATES IN ACCORDANCE WITH SPECIFICATION SECTION 11.
15. WHERE CIRCUITS ARE INDICATED TO BE REMOVED, REMOVE CONDUCTORS BACK TO PANEL
AND CONDUIT BACK TO PANEL WHERE IT IS ACCESSIBLE.
16. MOUNT ALL RECEPTACLES IN ALL LABS AT THE SAME HEIGHT.
ELECTRICAL SPECIFICATIONS:
1. SCOPE OF WORK: PROVIDE SUPERVISION, LABOR, MATERIAL, EQUIPMENT, MACHINERY, PLANT AND OTHER ITEMS NECESSARY FOR A COMPLETE
AND OPERABLE ELECTRICAL SYSTEM.
2. STANDARDS AND CODES: THE MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORIES, INC. THE
INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC); THE 2012 INTERNATIONAL
BUILDING CODE (IBC) AS ADOPTED AND MODIFIED BY THE 2012 USBC; THE 2011 NFPA-70 (NATIONAL ELECTRICAL CODE, OR NEC); THE 2010 NFPA-72
(NATIONAL FIRE ALARM AND SIGNALING CODE);AND OTHER RELATED CODES AND STANDARDS. THE COMPLETED INSTALLATION SHALL COMPLY
WITH THE ADAAG "AMERICAN WITH DISABILITIES ACT GUIDELINES FOR BUILDINGS AND FACILITIES". WORKMANSHIP SHALL MEET THE "STANDARDS
OF INSTALLATION" AS PUBLISHED BY THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA).
3. PERMITS AND FEES: BONDS, LICENSES AND INSPECTION CERTIFICATES WILL BE OBTAINED BY VIRGINIA TECH. PAY INSPECTION FEES AND TAXES.
FILE PLANS AND PREPARE DOCUMENTS REQUIRED TO OBTAIN APPROVALS OF GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION.
4. CONDUIT: PROVIDE ELECTRICAL METALLIC TUBING (EMT), MINIMUM 3/4", FOR EMPTY CONDUIT RUNS AND STUB-UPS, BRANCH CIRCUITS AND PANEL
FEEDERS; ALL CONDUIT STUBS SHALL HAVE BUSHINGS. PROVIDE GALVANIZED SINGLE STRIP FLEXIBLE CONDUIT, MINIMUM 18" LONG, FOR MOTOR
CONNECTIONS. USE PVC JACKETED FLEXIBLE LIQUID-TIGHT CONDUIT TYPE UA FOR MOTOR CONNECTIONS IN WET LOCATIONS. CONDUIT SHALL BE
MINIMUM ¾ INCH. FITTINGS SHALL NOT BE CAST POT METAL.
ALL CONDUITS PASSING THROUGH RATED WALLS OR CEILINGS SHALL BE SLEEVED AND PACKED WITH U.L. LISTED SEALANT TO MAINTAIN RATING.
TYPE AC, MC AND NMC CABLE ARE NOT ALLOWED.
5. JUNCTION, OUTLET AND PULL BOXES : PROVIDE JUNCTION, OUTLET AND PULL BOXES FOR WIRING DEVICES, FIXTURES, CONNECTIONS TO
EQUIPMENT AND AS REQUIRED BY THE NEC. BOXES SHALL BE STEEL UNLESS REQUIRED OTHERWISE BY ENVIRONMENT.
6. HANGERS AND SUPPORTS: PROVIDE ALL HANGERS, SUPPORTS, ANCHORS, SLEEVES AND SEALS AS REQUIRED BY THE NEC.
7. WIRING: PROVIDE COPPER CONDUCTORS, THHN OR THWN, 600 VOLT. WIRING SHALL BE COLOR-CODED TO IDENTIFY PHASES, NEUTRAL AND
GROUND. MATCH EXISTING BUILDING WIRING COLOR-CODING. NUMBER 12 AWG SHALL BE THE SMALLEST SIZE WIRE USED FOR POWER.
CONDUCTORS 8 AWG AND LARGER SHALL BE STRANDED; CONDUCTORS 10 AWG AND SMALLER SHALL BE SOLID. DO NOT INSTALL A SHARED
NEUTRAL ON ANY CIRCUIT.
8. GROUNDING: PROVIDE AN EQUIPMENT GROUNDING SYSTEM INSTALLED TO METALLIC STRUCTURES, ENCLOSURES, RACEWAYS, JUNCTION BOXES,
OUTLET BOXES, PULL BOXES, CABINETS, MACHINE FRAMES, PORTABLE EQUIPMENT AND OTHER CONDUCTIVE ITEMS IN CLOSE PROXIMITY TO
ELECTRICAL CIRCUITS. ALL BRANCH AND FEEDER CIRCUITS SHALL INCLUDE A GREEN GROUNDING CONDUCTOR. PROVIDE GROUND BUS IN ALL
PANELBOARDS.
9. IDENTIFICATION: WHEREVER REASONABLY REQUIRED FOR SAFETY, MAINTENANCE AND/OR OPERATIONAL PURPOSES, PROVIDE SELF-ADHESIVE
PLASTIC SIGNS FOR IDENTIFICATION, INSTRUCTION OR WARNING ON SWITCHES AND OUTLETS, AS WELL AS OTHER CONTROLS, DEVICES AND
ENCLOSURE COVERS. PROVIDE A DANGER SIGN WHEREVER IT IS POSSIBLE FOR PERSONS TO COME INTO CONTACT WITH A VOLTAGE HIGHER
THAN 120 VOLTS, AS WELL AS ON CRITICAL SWITCHES AND CONTROLS WHERE UNTIMELY OPERATION COULD BE A SAFETY HAZARD. PROVIDE AN
ENGRAVED PLASTIC-LAMINATE LABEL ON EACH MAJOR UNIT OF ELECTRICAL EQUIPMENT, INCLUDING BUT NOT LIMITED TO: PANELBOARDS,
CONTROL PANELS, CABINETS, ENCLOSURES, AND DISCONNECT SWITCHES. EQUIPMENT LABELS SHALL INCLUDE WHAT IS REQUIRED IN NEC
408.4(B). ENCLOSURE TYPES SHALL BE MARKED PER NEC 110.28. WIRING COLOR-CODE KEY SHALL BE READILY AVAILABLE OR PERMANENTLY
POSTED PER NEC 200.6(D).
10. CONNECTIONS TO EQUIPMENT: MAKE FINAL ELECTRICAL POWER CONNECTIONS TO MECHANICAL EQUIPMENT. PROVIDE CONDUITS, OUTLET BOXES
AND POWER WIRING FROM THE POWER SOURCE TO THE MOTOR OR EQUIPMENT JUNCTION BOX, INCLUDING WIRING THROUGH STARTERS OR
SAFETY SWITCHES, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
11. WIRING DEVICES (SHOP DRAWINGS REQUIRED) : WIRING DEVICES SHALL BE BLACK AND SHALL BE HEAVY-DUTY SPECIFICATION GRADE. EXCEPT
WHERE NOTED OTHERWISE ON THE DRAWINGS, RECEPTACLES SHALL BE NEMA 5-20R, GROUNDED. SPECIAL PURPOSE AND GROUND FAULT
RECEPTACLES SHALL BE BY SAME MANUFACTURER AS DUPLEX RECEPTACLES. GFCI TYPE DUPLEX RECEPTACLES SHALL BE RATED 5 MILLIAMPS,
AND SHALL BE READILY ACCESSIBLE WHERE REQUIRED BY NEC 210.8. WIRING DEVICE WALLPLATES SHALL BE STAINLESS STEEL AND SHALL BE BY
SAME MANUFACTURER AS WIRING DEVICES AND HAVE SAME PROFILE.
PROVIDE A LABEL ON ALL SWITCHES, RECEPTACLES AND DISCONNECTS INDICATING PANELBOARD AND CIRCUIT NUMBER THAT FEEDS THE DEVICE.
LABELS SHALL BE SELF-STICK MADE WITH A TAPE GUN WITH MINIMUM 3/16” HIGH LETTERS IN BLACK ON A WHITE BACKGROUND.
WIRING DEVICE MANUFACTURER SHALL BE BRYANT, EATON ARROW/HART, HUBBELL, LEVITON OR PASS & SEYMOUR.
SPECIAL PURPOSE RECEPTACLE TYPES SHALL BE AS FOLLOWS:
a. NEMA 15-20 R
b. NEMA 6-30 R
c. NEMA 6-15 R
d. NEMA 6-20 R
e. NEMA L5-20 R
f. NEMA L15-20
12. SAFETY SWITCHES (SHOP DRAWINGS REQUIRED) : PROVIDE SURFACE-MOUNTED, GENERAL-DUTY OR HEAVY-DUTY AS APPLICABLE,
HORSEPOWER-RATED, NON-FUSIBLE , SAFETY SWITCHES WITH LUGS SUITABLE FOR COPPER OR ALUMINUM CONDUCTORS AND ELECTRO-SILVER
PLATED CURRENT CARRYING PARTS, AND WITH EQUIPMENT GROUND BUS WITH APPROPRIATE LUGS. SWITCHES SHALL HAVE HINGED DOOR WITH
DEFEATABLE INTERLOCK TO PREVENT DOOR FROM BEING OPENED IN "ON" POSITION; OPERATING LEVER ARRANGED FOR PADLOCKING IN THE
"OFF" POSITION; ARC QUENCHERS; CAPACITY AND CHARACTERISTICS AS REQUIRED; NON-TEASABLE QUICK-MAKE AND QUICK-BREAK MECHANISM;
DEAD FRONT; LINE SIDE SHIELD.
MANUFACTURER SHALL BE SQUARE D, GENERAL ELECTRIC, EATON OR SIEMENS.
13. PANELBOARDS (SHOP DRAWINGS REQUIRED) : PANELBOARDS SHALL BE DEAD-FRONT, COPPER BUS, WITH THERMAL MAGNETIC MOLDED CASE
CIRCUIT BREAKERS IN ACCORDANCE WITH SCHEDULES SHOWN ON THE DRAWINGS. BREAKERS FOR APPLIANCE PANELBOARDS SHALL BE BOLT-ON.
SERIES RATING IS NOT ACCEPTABLE. PANELBOARDS SHALL HAVE TYPED, FRAMED CIRCUIT DIRECTORIES. THE CIRCUIT DIRECTORIES SHALL
INDICATE THE LOAD TYPE AND THE OWNER'S ROOM NAMES/NUMBERS (NOT THE CONSTRUCTION DOCUMENT ROOM NAMES/NUMBERS). DOORS
SHALL HAVE LOCKS, BE KEYED ALIKE AND BE PAINTABLE. EMPTY SPACES SHALL BE FULLY BUSSED WITH HARDWARE FOR FUTURE BREAKERS.
14. LIGHTING (SHOP DRAWINGS REQUIRED) : PROVIDE FIXTURES AS INDICATED ON THE DRAWINGS. MANUFACTURERS SHALL BE AS INDICATED ON THE
DRAWINGS. THE FIXTURES INDICATED ON THE FIXTURE SCHEDULE HAVE BEEN STANDARDIZED FOR THIS BUILDING BY THE OWNER. ANY
SUBSTITUTIONS FROM THE SPECIFIED LIGHT FIXTURES WILL REQUIRE A SAMPLE TO BE SUBMITTED TO THE OWNER AND ARCHITECT FOR REVIEW
AND APPROVAL PRIOR TO ORDERING. FIXTURES SHALL BE COMPLETE WITH REQUIRED SOCKETS, WIRING, GLASSWARE, REFLECTORS, HANGERS,
FITTINGS AND MOUNTING TRIM. FIXTURES SHALL BE CLEANED AFTER THEY HAVE BEEN INSTALLED. PROVIDE PROPER TRIM, FRAMES, MOUNTING
DEVICES, CONFIGURATION AND ACCESSORIES REQUIRED TO PROPERLY INSTALL FIXTURES IN THE BUILDING CONSTRUCTION.
CATALOG NUMBERS OF FIXTURES SCHEDULED ARE TO ESTABLISH A TYPE OF FIXTURE, NOT TO DETERMINE A METHOD OF MOUNTING. VERIFY
CEILING CONSTRUCTION BEFORE ORDERING FIXTURES, AND PROVIDE MOUNTING TRIM SUITABLE FOR THE CEILING FINISH IN WHICH FIXTURE IS
INSTALLED. INSTALL RECESSED LAY-IN TYPE LED FIXTURES SO THAT THE LENS HOUSING MAY BE EASILY OPENED AND SO THAT THE FIXTURES MAY
BE REMOVED AND RELOCATED WITHOUT FORCING THE FIXTURES. COORDINATE LIGHTING LAYOUT WITH CEILING LAYOUT AND FINISH BEFORE
CEILING GRID IS INSTALLED.
ALL DRIVERS SHALL COMPLY WITH NEMA 410-2011 FOR INRUSH CURRENT. 0-10V DIMMING DRIVERS SHALL COMPLY WITH IEC 60929. FOR 0-10V
DIMMING CONTROLS, THE PERFORMANCE CURVES FOR THE 0-10V CONTROL AND THE 0-10V DRIVERS SHALL NOT BOTH BE LOGARITHMIC. ALL
DRIVERS SHALL HAVE TOTAL HARMONIC DISTORTION OF LESS THAN 10% AT FULL OUTPUT.
15. LIGHTING CONTROL DEVICES (SHOP DRAWINGS REQUIRED): PROVIDE ALL LIGHTING CONTROL DEVICES AS INDICATED ON THE DRAWINGS AND AS
REQUIRED TO ACHIEVE A COMPLETE AND OPERABLE SYSTEM. REFER TO SHEET E0.1 FOR THE SCHEDULE OF LIGHTING CONTROL DEVICES. THE
LIGHTING CONTROL DEVICES SHALL BE BLACK WITH STAINLESS STEEL WALLPLATES. PROVIDE ALL 0-10V WIRING NECESSARY (600V RATED WHERE
SHARING RACEWAY WITH LINE VOLTAGE) FOR DIMMING CONTROL. PROVIDE ALL CATEGORY 5E CABLING NECESSARY FOR CONNECTION OF
LOW-VOLTAGE CONTROLS. SUBMIT SHOP DRAWINGS FOR ALL LIGHTING CONTROL DEVICES AND WIRING.
16. FIRE ALARM SYSTEM (SHOP DRAWINGS REQUIRED) : PROVIDE FIRE ALARM DEVICES AS AN EXTENSION OF THE EXISTING FIRE ALARM SYSTEM. NEW
DEVICES SHALL BE ADDRESSABLE. ADDITIONAL MODULES SHALL BE PROVIDED AS NECESSARY TO ACHIEVE A FULLY ADDRESSABLE AND COMPLETE
FIRE ALARM SYSTEM. ALL DEVICES SHALL BE BY THE SAME MANUFACTURER AND SHALL MATCH THE EXISTING FIRE ALARM SYSTEM DEVICES.
PROVIDE FIRE ALARM INDICATING APPLIANCES WITH CANDELA RATING MATCHING THE NUMBERS SHOWN ON THE DRAWINGS. PROVIDE A FULL
CONDUIT (EMT) SYSTEM DEDICATED FOR FIRE ALARM CABLING. ALL NEW FIRE ALARM WIRING SHALL MATCH EXISTING. PROVIDE ALL COMPONENTS,
RELAYS, POWER MODULES, EXTENDER PANELS, ETC. NECESSARY FOR A COMPLETE AND OPERABLE EXTENSION OF THE EXISTING FIRE ALARM
SYSTEM. REPROGRAM THE FIRE ALARM REMOTE ANNUNCIATOR PANEL AS REQUIRED AFTER INSTALLATION OF NEW DEVICES HAS BEEN
COMPLETED. PROVIDE ALL TESTING REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
17. SURFACE METAL RACEWAYS (SHOP DRAWINGS REQUIRED): PROVIDE SURFACE METAL RACEWAY, TYPE 'SR', WHERE INDICATED ON THE DRAWINGS.
RACEWAY SHALL BE TWO-PIECE TYPE WITH SINGLE COMPARTMENT, LENGTH AS NECESSARY; PROVIDE NOMINAL 2-3/4" X 1-15/32" WITH FLUSH,
SNAP-ON COVER. MAKE CHANGES IN DIRECTION OF RACEWAY RUN WITH PROPER FITTINGS SUPPLIED BY THE RACEWAY MANUFACTURER. NO FIELD
BENDS OF RACEWAY SECTIONS WILL BE PERMITTED. PROPERLY ANCHOR RACEWAYS FOR THEIR ENTIRE LENGTH BY STRUCTURAL MATERIALS.
RACEWAYS SHALL NOT SPAN ANY SPACE UNSUPPORTED. USE BOXES AS SUPPLIED BY THE RACEWAY MANUFACTURER WHEREVER JUNCTION, PULL
OR DEVICE BOXES ARE REQUIRED. STANDARD ELECTRICAL 'HANDY' BOXES, ETC. SHALL NOT BE PERMITTED FOR USE WITH SURFACE RACEWAY
INSTALLATIONS. COORDINATE FINAL RACEWAY LOCATIONS, FEEDS, HEIGHTS, ETC. WITH THE ARCHITECT PRIOR TO INSTALLATION. ALL RACEWAY
FEEDS SHALL OCCUR AT THE INSIDE CORNERS OF EXISTING AND NEW WALLS (TYPICAL).
208Y/120V
SURFACE
YES
-80° C FREEZER IN LAB 5034
SPARE
SPARE
REFRIGERATOR IN LAB 5029
INCUBATORS LAB 5029
-80° C FREEZER IN LAB 5034
LOAD SERVED
INTERRUPT RATING:
''
''
GLASS WASHER IN LAB 5026
''
BECKMAN OPTIMA IN LAB 5034
''
3.9KW DRYING OVEN IN LAB 5026
SPACE ONLY
FRENCH PRESS
PURIFIER AND DISMEMBRANTOR
SPARE
INCUBATOR
REFRIGERATOR IN LAB 5029
RECEPTACLES LAB 5034
-80° C FREEZER IN LAB 5034
MOUNTING:
VOLTAGE:
SOLID NEUTRAL:
-
12.5
2.222.22
16.36
10,000 AIC
-
-
-
20/3
30/2
14.84 16.1
2.22
2.222.22
1
2.22
12.5
-
-
-
20/3
-
20/2
''
''
''
''
2 KW DRYING OVEN IN LAB 5926
GLASS WASHER IN LAB 5026
-80° C FREEZER IN LAB 5034
SPARE
AUTOCLAVE
PURIFIER AND PRESS IN LAB 5026
L3
1.441.44
.361.2
--
11.98
-1
.84
20/1
-
25/2
20/1
20/1
20/1
20/1
20/1
1.98
-1.2
--
- -
- -
1
20/1
20/1
20/1
20/1
20/1
20/1
20/1
BKR
.36
11.2
.78
1.81.64
1.44 1.44
L1
1.44 1.44
L2
-
-
20/2
-
20/1
20/1
20/1
20/1
SPACE ONLY
CENTRIFUGE IN LAB 5029
SPACE ONLY
SPACE ONLY
AUTOCLAVE
SPARE
SPARE
20/1
20/1
20/1
20/1
20/1
BKR
20/1
20/1
OVEN IN IN LAB 5026
RECEPTACLES IN LAB 5026
-80° C FREEZER IN LAB 5034
-80° C FREEZER IN LAB 5034
LOAD SERVED
BUS RATING:
MAIN:
SYSTEM: 3PH, 4W
NEW PANEL PC57
225A
GROUND BUS:
INTEGRAL SPD:
YES
LOADS ( )
LIGHTING
REC TO 10 KVA
REC REMAINING
LARGEST MOTOR
SPACE HEATING
KITCHEN EQUIPMENT
CONNECTED
0
1.72
0
0
0
0
0
10.64
DEMAND
1.25
1.0
0.5
1.0
0.25
0.0
1.0
1.25
0
1.72
0
0
0
0
0
13.3
FACTOR
TOTAL CONNECTED LOAD
MIN. FEEDER / PANEL CAPACITY
34.94 1.0 34.94
CONTINUOUS
NON-CONTINUOUS
DEMAND
138.850
47.3 131.4
AMPSKVA
KVA AMPS
41
9
25
33
39
37
35
27
29
31
17
23
19
21
13
15
11
1
5
7
3
CKT
42
10
26
34
38
40
36
30
32
28
18
22
24
20
14
16
12
2
6
8
4
CKT
KVA
DEMAND 0 1.0 0
OVERALL DEMAND FACTOR 1.06
225A MLO NO
-#10
3/4"
3/4"
-
3/4"
-
-
3/4"
-
-
#10
#10
#8
#8
#8
#8
-
#10
-
-
3/4"
-
3/4"
3/4"
3/4"
#10
-
-
-
#12
#12
#12
#12
3/4"
3/4"
3/4"
3/4"
COND
#12
#12
#12
#12
PHASE NEUT GND
-
-
-
-
-
-
-
-
#10
#10
-
-
-
#12
#12
#12
#12
#12
#12
#12
#12 #12
#12
#12
#12
#12
#12
#12
#12
-
-
-
#12
#12
-
#10
-
#10
-
#12
-
-
#12
#12
#12
#8
#8
#12
#10
#10
-
-
-
-
-
-
#12
-
-
-
-
-
-
NEUT
-#10
-
3/4"
-
3/4"
#10
#10
#10
#10
-
3/4"
-
-
#12
#12
-
-
-
-
-
-
-
-
-
-
3/4"
3/4"
3/4"
#10
#10
#12
3/4"
3/4"
3/4"
3/4"
#8
#8
#12
#12
PHASE COND
3/4"#12
-
-
#12
-
#12
-
#12
-
-
-
-
-
-
#12
#12
#12
#12
#12
#12
#12
GND
#12
LOADS (KVA)
WATER HEATING
AIR CONDITIONING 0
0
CONNECTED
0
0
DEMANDFACTOR
1.0
1.0
DEMAND
NON-SEASONAL MOTORS
L1 L2 L3
PHASE LOAD TOTALS
ACT CEILING GRIDACT CEILING GRIDGLEASON CP-2
CABLE STOP
KEWAUNEE 2'x2' CEILING SERVICE PANEL
(3) #12, 3/4" FLEXIBLE METAL
CONDUIT TO EACH CORD REEL
4"X4"X2-11/16" JUNCTION BOX
WITH BLANK COVERPLATE
120V BRANCH CIRCUITS IN 3/4" CONDUITUNISTRUT ON STRUCTURE ABOVE
(4) 3/8" DIAMETER STAINLESS
STEEL DOUBLE ANCHOR BOLTS
AND LOCK WASHERS
EXISTING CONCRETE DOUBLE TEES
CORD REEL BASIS OF DESIGN: GLEASON REEL
CABLE MASTER MODEL CM14-C03-A1105
COMPLETE WITH 20' OF 12/3 SOOW CABLE.
12/3 S00W CABLE
STRAIN RELIEF
GLEASON RG14 CABLE GUIDE. ATTACH TO
CEILING SERVICE PANEL WITH 2 BOLTS
CONDUIT TO OTHER
CORD REEL
STANDARD 1 1/4" x 2"
DATA/COMM CUTOUT
NEMA 5-20 DUPLEX
RECEPTACLES PVC BOXES
PROVIDE TWO (2) QUAD RECEPTACLES IN BACK
TO BACK BOXES PER CORD REEL IN LABS 5010
AND 5029. COORDINATE THE COLOR OF BOXES,
RECEPTACLES, AND COVER PLATES WITH THE
ARCHITECT PRIOR TO ORDERING.
SYSTEM NO. W-L-1054
SECTION A-A
A
A
1A
3
2 1B
C
CLA
SS I F IEDClassified by
Underwriters Laboratories, Inc.to UL 1479 and CAN/ULC-S115
US
ANSI/UL1479 (ASTM E814) CAN/ULC S115
F RATINGS —1 AND 2 HR (SEE ITEMS 1 AND 3) F RATINGS — 1 AND 2 HR (SEE ITEMS 1 AND 3)
T RATING — 0 HR FT RATING — 0 HR
L RATING AT AMBIENT — LESS THAN 1 CFM/SQ FT FH RATINGS —1 AND 2 HR (SEE ITEMS 1 AND 3)
L RATING AT 400 F — LESS THAN 1 CFM/SQ FT FTH RATING — 0 HR
FTH RATING — 0 HR
L RATING AT AMBIENT — LESS THAN 1 CFM/SQ FT
L RATING AT 400 F — LESS THAN 1 CFM/SQ FT
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE
RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2
BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 2-1/2 IN. (64 MM) WIDE AND SPACED MAX 24 IN.
(610 MM) OC. WHEN STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE WIDTH OF STUD CAVITY, THE OPENING
SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND
SCREW-ATTACHED TO THE STEEL STUDS AT EACH END. THE FRAMED OPENING IN THE WALL SHALL BE 4 TO 6 IN. (102 TO 152 MM)
WIDER AND 4 TO 6 IN. (102 TO 152 MM) HIGHER THAN THE DIAM OF THE PENETRATING ITEM SUCH THAT, WHEN THE PENETRATING
ITEM IS INSTALLED IN THE OPENING, A 2 TO 3 IN. (51 TO 76 MM) CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM AND
THE FRAMING ON ALL FOUR SIDES.
B. GYPSUM BOARD* - 5/8 IN. (16 MM) THICK, 4 FT (122 CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE,
THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR
U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 32-1/4 IN. (819 MM) FOR STEEL STUD
WALLS. MAX DIAM OF OPENING IS 14-1/2 IN. (368 MM) FOR WOOD STUD WALLS. THE F AND FH RATINGS OF THE FIRESTOP SYSTEM
ARE EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY.
2. THROUGH-PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY
WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE SHALL BE MIN 0 IN. TO MAX 2-1/4 IN. (57 MM). PIPE MAY BE INSTALLED WITH
CONTINUOUS POINT CONTACT. PIPE, CONDUIT OR TUBING MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45 DEGREES FROM
PERPENDICULAR. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES
AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 30 IN. (762 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR 6 IN. (152 MM) . DIAM STEEL CONDUIT.
D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
3. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH
WITH BOTH SURFACES OF WALL. AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PIPE AND WALL, A MIN 1/2 IN. (13 MM)
DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE WALL INTERFACE ON BOTH SURFACES OF WALL.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE SEALANT OR FS-ONE MAX INTUMESCENT SEALANT
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL
CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
1 & 2-HOUR GYPSUM/STUD PENETRATION FIRESTOPPING DETAILNO SCALE
NOTE:
VERIFY FINAL LOCATIONS AND CLEARANCE WITH ARCHITECT.
CORD REEL INSTALLATION DETAILNO SCALE
MOUNT CORD REEL IN
BAY BETWEEN RIBS
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PARTIAL FIFTH FLOOR NEW WORK PLAN - LIGHTINGSCALE: 1/8" = 1'-0"
LAB
5029
LAB
5029B
CORRIDOR
CR-5B
LAB
5005B
LAB
5005
ICE
E03
LAB
5014
CORRIDOR
CR-5A
LAB
5034
LAB
5026
LAB
5016
OFFICE
5016B
ER ER
ER
ER
ER
ER
ER
ER ER
ER ER ER ER ERER
ER ER ER ER ERER
ER ER ER ER ERER
TYPA1
TYPA3
TYPA3
TYPA1
1
1
1
1
1 1
1
1
1
1 1
1
LD
LD
LD
LD
1
11
1
2
2 2
2
3
3
ERERER ER ER ER
ERER
ER ERER
4
4
SR
4
1
2
1
1LD
TYPA2
4
44
1 1
4
ER ER
ER ER
ER ER
ER ER
ER
ER
ER ER ER
ER
OFFICE
5014A
2
2
2
2
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
NS
TO
REVISIONS DATE
JTO
PLAN NOTES:
1. THE NEW LIGHT FIXTURES SHALL BE CONNECTED TO THE EXISTING RETAINED LIGHTING CIRCUIT IN THIS SPACE. EXTEND THE
EXISTING CIRCUIT AS REQUIRED AND CONNECT TO THE NEW FIXTURES VIA THE LOAD CONTROLLER IN THE SPACE. NEW CONDUIT
AND WIRING SHALL MATCH EXISTING.
2. CONNECT ALL OF THE LOW-VOLTAGE SWITCHES, OCCUPANCY SENSORS AND LOAD CONTROLLERS TOGETHER WITH CATEGORY
5E CABLE SO THAT ALL OF THE LIGHT FIXTURES IN THE SPACE ARE CONTROLLED BY EACH LOW-VOLTAGE DEVICE. ALL
OCCUPANCY SENSORS SHALL BE SET TO 'VACANCY' MODE.
3. NO NEW LIGHTING WORK IS TO BE COMPLETED IN THIS SPACE UNDER THIS PROJECT.
4. CEILING SERVICE PANEL; REFER TO SHEET E1.2 FOR DETAILS.
GENERAL NOTE:
1. NEW SWITCHES SHALL BE INSTALLED IN THE EXISTING OUTLET BOXES UNLESS INDICATED OTHERWISE ON THE FLOOR PLAN.
PROVIDE BLANK PLATES MATCHING THE NEW DEVICE PLATES FOR ALL UNUSED OUTLET BOXES.
2. THE ORIENTATION OF THE 2'X2' LIGHT FIXTURES SHALL BE COORDINATED WITH THE ARCHITECT ON SITE.
3. ALL EXISTING TO REMAIN LIGHT FIXTURES SHALL BE COMPLETELY CLEANED AND RELAMPED. PROVIDE NEW LAMPS TO MATCH
EXISTING TYPE, WATTAGE, COLOR TEMPERATURE AND LUMEN OUTPUT. PROVIDE NEW BALLASTS AS REQUIRED FOR PROPER
FIXTURE OPERATION.
0 16 24 328
1/8" = 1' - 0"
![Page 26: TY I S R E V I N DERRING HALL S ASBESTOS AND LEAD …lionberger.com/files/2016/11/IFB_0047615-Bid-Drawings.pdfa1.2 new work - plans, partial plans, notes a1.3 new work - partial plans](https://reader034.vdocument.in/reader034/viewer/2022050418/5f8dfbe2b8bf8546236384ab/html5/thumbnails/26.jpg)
LAB
5034
LAB
5026
PC57-4
PC57-2
PC57-5
PC57-3
PC57-1
2
1
3
1
7
PC57-6
PC57-33
PC57-7
SR
14
SR
16
37
38PC57-12
PC57-12
f
f
36"
30"
SR
SR
b
FC-6
FC-6
TO FC-6 IN 5016
21
21
21
21
TO FC-5 IN 5029
EX. PANEL-PC56
SEE SHEET E 1.3
25
M.H.=36"
M.H.=36"
M.H.=36"
SR
SR
NEW PANEL-PC57
CONDUIT FROM SR
THROUGH WALL TO PANEL
6 ICE
E03
29
fSR c
SR
34
SR
SR
10
23
23
10
23
PC57-14,16,23,
25,29,34,37,389
25 25
SR
PC57-23
3
PC57-23
PC57-25
26
26
CORRIDOR
CR-5A
LAB
5016
OFFICE
5016B
SR
PC56-21
SR
PC56-21
SR
PC56-21
SR
SR
1718
16
PC51-13 PC51-13
PC51-16
SR
SR
PC53-27PC53-27SR
PC53-27
SR
PC53-29
SR
PC53-29
PC53-18
SR
PC56-8
SR
PC56-2
SR
PC56-4PC56-6
PC56-8
SR
PC56-11
SR
PC56-133/4" CONDUIT
DOWN TO SR
1" CONDUIT
DOWN TO SR
SRPC56-29
c SR
PC56-14
SRPC56-12
SRPC56-12
PC51-11
PC51-13,16
PC51-11,13
18 18
18
4-#12 AND 2-#12
GROUNDS TO
PANEL-PC56
8-#10 AND 4-#12
GROUNDS TO
PANEL-PC56
PC56-8,21
SR
SR
2 2
2
6-#12 AND 3-#12
GROUNDS TO
PANEL-PC56
SR DOWN TO SR
21
TO FC-8 IN 5026
FC-5
EXISTING HOOD 22
PC56-12,14,29
SRSR
10
10
SR
SR
SR
SR
SR
SR
15
14
2
PC56-12
23
SR DOWN FROM
CEILING SPACE
SR DOWN FROM
CEILING SPACE
25
26
27
26
2
LAB
5029
LAB
5029B
SR SR SR
SR
2
SR
2
SR
2
SR
4
SR
4
SR
4
SR
4
SR SR SR SRC
SR
SR
13
SR
SR
9
SR
SR
SR
SR
SR
SR
SR
SR
SR
PC56-20
PC56-18
PC56-16
PC56-16
PC56-16
PC56-19
PC56-22
PC56-17
PC56-15
PC56-22
8 8 10 10
6 66
PC57-30PC56-16,18,20
PC56-15,17,19,22
PC57-9,11,13PC53-8,10
PC53-6PC53-2,4
2
2
2
20
19
12
PC53-3,5
20
19
12
PC53-7,9
CONCRETE TEES AT
STRUCTURE ABOVE
21TO FC-7 IN 5034
FC-5
PC56-24
HP-2 IN
MECHANICAL
ROOM ABOVE
N/2/60
30
PC56-10
19
SR
SR
SR
SR
SR
23
14
2
23
SR
15
SR
11
4
PC57-30
15
SR SR
23
24
SR
15
25
23
23
FC-6 25
26
LAB
5014
PC56-9
PC56-7
12
20
20
12
CONCRETE TEES AT
STRUCTURE ABOVE
OFFICE
5014A
27
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
NS
TO
REVISIONS DATE
CAD
PARTIAL NEW WORK FLOOR PLAN - POWERSCALE: 1/4" = 1'-0"
PLAN NOTES:
1. ALL CIRCUITS IN THIS ROOM SHALL BE FED FROM PANEL-PC57 UNO.
2. THE SURFACE RACEWAY SHALL BE MOUNTED FLUSH WITH THE TOP OF THE BACKSPLASH.
COORDINATE FINAL HEIGHT WITH ARCHITECT.
3. MOUNT THE RECEPTACLES FOR THE WASHER BELOW THE COUNTER AT 18" ABOVE THE FLOOR
TO CENTER USING SURFACE MOUNTED BOXES AND 3/4" CONDUIT. ROUTE THE FEEDER
CONDUIT TO BEYOND THE EDGE OF THE CASEWORK, TURN UP AND CONNECT TO THE
SURFACE RACEWAY IN NOTE 2. PROVIDE A NEMA 15-20P PLUG AND INSTALL ON WASHER
CORD.
4. ELECTRICAL HOOK-UPS FOR HOOD SHALL BE RELOCATED FROM THE CORRIDOR WALL
LOCATION TO THE NEW LOCATION IN LAB 5029.
5. NOT USED.
6. ROUTE ONE (1) 1-1/2" CONDUIT FROM THE SURFACE RACEWAY TO PANEL-PC57 WITH 14 #8
PHASE CONDUCTORS AND 6 #12 GROUND CONDUCTORS.
7. 2" WIDE YELLOW PAINTED LINE ON FLOOR. STENCIL "NO STORAGE ELECTRICAL WORKING
SPACE" IN 2" HIGH YELLOW LETTERS CENTERED IN OUTLINED AREA.
8. 6 #8, 2 #12 AND 1 #10 GROUNDS IN 1" CONDUIT FROM THE SURFACE RACEWAY TO PANEL-PC57.
9. 2 #8, 16 #10 AND 8 #12 GROUNDS IN 1" CONDUIT.
10. 2 #12 AND 1 #12 GROUND IN 3/4" CONDUIT.
11. NOT USED.
12. 2'x2' CEILING SERVICE PANEL. SEE SHEET E1.1 FOR EXACT LOCATION. COORDINATE LOCATION
WITH CEILING GRID/ DUCTWORK ABOVE CEILING AND CONCRETE TEES AT STRUCTURE.
13. NOT USED.
14. 4 #12 AND 2 #12 GROUNDS IN 3/4" CONDUIT.
15. 6 #12 AND 3 #12 GROUNDS IN 3/4" CONDUIT.
16. EXISTING CONDUIT FROM PANEL-PC51 IN OR UNDER FLOOR. PULL NEW CIRCUITS IN EXISTING
CONDUIT.
17. EXISTING JUNCTION BOXES ON CONDUIT FROM PANEL-PC53 UNDER LAB TABLE. PROVIDE NEW
FLEXIBLE CONDUIT FROM JUNCTION BOX TO RECEPTACLES IN PEDESTAL FITTING.
18. RECEPTACLES INSTALLED IN WIREMOLD 525G OR EQUAL PEDESTAL FITTING WITH DUPLEX
OPENING EACH SIDE. MOUNTED ON TOP OF LAB TABLE.
19. FEEDER CONDUIT TO BE INSTALLED IN EXISTING CASEWORK BELOW BOTTOM OF LAB TOP.
TYPICAL FOR ALL CASEWORK TO REMAIN. CIRCUITS SHALL BE HARDWIRED TO CORD REEL
JUNCTION BOX.
20. PROVIDE CORD REEL MOUNTED ABOVE CEILING. LOCATE SO CORD EXITS THROUGH
INDICATED HOLE IN CEILING SERVICE PANEL. SEE CORD REEL DETAIL SHEET E0.2.
21. 2 #12 PHASE CONDUCTORS AND 1 #12 GROUND IN ONE (1) 3/4" EMT CONDUIT.
22. ALL EXISTING ELECTRICAL CONNECTIONS TO HOOD SHALL REMAIN.
23. SR DOWN FROM CEILING SPACE TO HORIZONTAL SR. CONVERT TO CONDUIT ABOVE CEILING.
24. 8 #12 PHASE CONDUCTORS AND 4 #12 GROUNDS IN ONE (1) 3/4" CONDUIT.
25. PROVIDE COOPER SCY BOX COVER UNIT WITH (2) 3 AMP TYPE W FUSES. MOUNT ABOVE
CEILING ADJACENT TO UNIT.
26. MOUNT SR AT SAME HEIGHT AS SR MOUNTED AT CASEWORK WITH BACKSPLASH.
COORDINATE FINAL HEIGHT WITH ARCHITECT.
27. REPLACE ALL EXISTING RECEPTACLES AND COVERPLATES IN THIS ROOM.
PARTIAL NEW WORK FLOOR PLAN - POWERSCALE: 1/4" = 1'-0"
PARTIAL NEW WORK FLOOR PLAN - POWERSCALE: 1/4" = 1'-0"
PARTIAL NEW WORK FLOOR PLAN - POWERSCALE: 1/4" = 1'-0"
0 8 12 164
1/4" = 1' - 0"
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PARTIAL FIFTH FLOOR PANELBOARD PLANSCALE: 1/8" = 1'-0"
LAB
5029
LAB
5029B
CORRIDOR
CR-5B
LAB
5005BLAB
5005
LAB
5010
LAB
5014
CORRIDOR
CR-5A
LAB
5034
LAB
5026
LAB
5016
OFFICE
5016B
EXISTING
PANEL-PC55
EXISTING
PANEL-PC54
EXISTING
PANEL-PC52EXISTING
PANEL-PC51
EXISTING PANEL-ELECCNS CABINET
EXISTING
PANEL-LC53EXISTING
PANEL-PC51
5026
ELEC.
E2
NEW PANEL-PC57
EXISTING
PANEL-PC56
EXISTING
PANEL-DC51
ELEC.
E2A
4-#1/0 AND 1-#6 GROUND
IN 2" CONDUIT
EXISTING
PANEL-DB51
ELEC.
E13A
PROVIDE A 150 AMP
3-POLE BREAKER IN
EXISTING PANEL-DB51
TO FEED PANEL-PC57
2-HOUR FIREWALL
(TYPICAL)
1-HOUR
FIREWALL
2-HOUR FIREWALL, TYP.
2
1
KEWAUNEE OR APPROVED EQUAL 2x2
PANEL. #SC10M022 CEILING SERVICE
PANEL. PROVIDE QUANTITY OF
KNOCKOUTS SHOWN ON DRAWINGS.
COORDINATE LOCATIONS WITH USER
AND FURNITURE BEFORE ORDERING.
3" TYP
3" TYP
STANDARD 1 1/4" x 2"
DATA PUNCH OUT
QUICK CONNECT 3/8" COLOR
CODED NATURAL GAS SERVICE
OUTLETS
CEILING SERVICE PANEL DETAILNO SCALE
SUITE 301 620 N. MAIN STREETBLACKSBURG, VA . 24060P. 540.953.ARCH (2724)F. 540.953.2725
DATE
SCALE
DRAWN
JOB
SHEET
AS NOTED
WORK ORDER
BLA
CK
SB
UR
G .
V
IRG
INIA
SEPTEMBER . 30 . 2016
G843-16-219956
1618
DE
RR
ING
HA
LL
FIF
TH
FL
OO
R L
AB
OR
AT
OR
IES
RE
NO
VA
TIO
NS
TO
REVISIONS DATE
CAD
208Y/120V
SURFACE
YES
EXISTING CIRCUIT (NOTE 3)
RECEPTACLES IN LAB 5016 (NOTE 2)
AIR LOCK IN LAB 5029B (NOTE 1)
SHAKER/INCUBATOR (NOTE 1)
CORD REEL LAB 5010 (NOTE 1)
EXISTING CIRCUIT (NOTE 3)
LOAD SERVED
INTERRUPT RATING:
''
''
HIGH SPEED CENTRIFUGE5016 (NOTE 2)
SPARE (NEW BREAKER)
SPARE (NEW BREAKER)
''
BECKMAN LAB 5016
''
FC-5, FC-6, FC-7 AND FC-8 (NOTE 2)
RECEPTACLES IN LAB 5016 (NOTE 2)
AIR LOCK IN LAB 5029B (NOTE 2)
COLD CABINET IN LAB 5029B (NOTE 1)
SHAKER/INCUBATOR (NOTE 1)
CORD REEL LAB 5010 (NOTE 1)
EXISTING CIRCUIT (NOTE 3)
MOUNTING:
VOLTAGE:
SOLID NEUTRAL:
-
--
-1.66
12.72
10,000 AIC
-
-
20/1
30/3
20/1
13.78 11.26
-
-1.66
-
1.66
--
20/1
20/1
20/1
20/1
-
20/1
SPARE (NEW BREAKER)
SPARE (NEW BREAKER)
SPACE
SPARE (NEW BREAKER)
SPARE (NEW BREAKER)
SPARE (NEW BREAKER)
-20/30 °C FREEZER LAB 5016 (NOTE 1)
FREEZER IN LAB 5029B (NOTE 1)
HPLC SYSTEM (NOTE 1)
CORD REEL LAB 5029 (NOTE 1)
L3
1.44-
.36.84
1.441.8
.361
3.46.36
1.92
20/1
-
20/2
20/2
20/1
20/1
20/1
20/1
1
3.46.14
3.46.14
1.8 1.44
.54 .36
.54
20/1
20/1
20/1
20/1
20/1
20/1
20/1
BKR
.72
1.2.8
.36
.72.72
- 1.2
L1
- 1.2
L2
60/3
-
20/1
-
20/1
20/1
20/1
20/1
HP-2 (NOTE 2)
THERMO REFRIGERATOR LAB 5016 (NOTE 2)
''
''
SURF. RACEWAY IN LAB 5029B (NOTE 1)
FREEZER IN LAB 5029B (NOTE 2 )
RECEPTACLES LAB 5029B (NOTE 2)
20/1
20/1
20/1
20/1
20/1
BKR
20/1
20/1
THERMO REFRIGERATOR LAB 5016 (NOTE 1)
RECEPTACLES LAB 5016 (NOTE 1)
REFRIGERATOR LAB 5016 (NOTE 1)
REFRIGERATOR LAB 5016 (NOTE 1)
LOAD SERVED
BUS RATING:
MAIN:
SYSTEM: 3PH, 4W
EXISTING PANEL PC56
225A
GROUND BUS:
INTEGRAL SPD:
YES
LOADS ( )
LIGHTING
REC TO 10 KVA
REC REMAINING
LARGEST MOTOR
SPACE HEATING
KITCHEN EQUIPMENT
CONNECTED
0
4.32
0
0
0
0
0
0
DEMAND
1.25
1.0
0.5
1.0
0.25
0.0
1.0
1.25
0
4.32
0
0
0
0
0
0
FACTOR
TOTAL CONNECTED LOAD
MIN. FEEDER / PANEL CAPACITY
22.78 1.0 22.78
CONTINUOUS
NON-CONTINUOUS
DEMAND
104.137.5
37.5 104.1
AMPSKVA
KVA AMPS
41
9
25
33
39
37
35
27
29
31
17
23
19
21
13
15
11
1
5
7
3
CKT
42
10
26
34
38
40
36
30
32
28
18
22
24
20
14
16
12
2
6
8
4
CKT
KVA
DEMAND 0 1.0 0
OVERALL DEMAND FACTOR 1.00
225A MLO NO
-#10
3/4"
3/4"
-
3/4"
-
-
3/4"
-
-
#10
#10
-
-
#12
#12
#12
#12
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
#12
#12
#12
#12
#12
#12
#12
#12
3/4"
3/4"
3/4"
3/4"
COND
#12
#12
#12
#12
PHASE NEUT GND
-
-
-
-
-
-
-
-
-
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12 #12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
-
#12
-
-
-
#10
-
-
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
-
-
-
#12
-
-
-
-
-
-
NEUT
--
-
-
-
-
-
-
-
-
-
3/4"
-
-
-
#12
#6
#6
1"
3/4"
3/4"
3/4"
#6
#12
#12
#12
3/4"
3/4"
3/4"
#12
#12
#12
3/4"
3/4"
3/4"
3/4"
#12
#12
#12
#12
PHASE COND
3/4"#12
-
-
-
-
-
-
#12
-
-
#10
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
GND
#12
LOADS (KVA)
WATER HEATING
AIR CONDITIONING 10.38
0
CONNECTED
0
10.38
DEMANDFACTOR
1.0
1.0
DEMAND
NON-SEASONAL MOTORS
L1 L2 L3
PHASE LOAD TOTALS1. EXISTING BREAKER TO REMAIN. NEW CONDUIT AND WIRE PER ELECTRICAL PLANS.
2. BREAKER, CONDUIT AND WIRE ARE NEW.
3. EXISTING BREAKER CONDUIT AND WIRE TO REMAIN.
208Y/120V
SURFACE
YES
CORD REEL LAB 5029 ( NOTE 1)
''
UNKNOWN EXIST.
''
CORD REEL LAB 5029 ( NOTE 1)
RECEPTACLES B530 (EXIST)
LOAD SERVED
INTERRUPT RATING:
UNKNOWN EXIST.
''
UNKNOWN EXIST.
FREEZER IN HALL EXIST.
''
RECEPTACLE 5017 EXIST.
RECEPTACLES IN LAB 5016 (NOTE3)
RECEPTACLES IN LAB 5016 (NOTE3)
UNKNOWN EXIST.
UNKNOWN EXIST.
RECEPTACLE 5017B EXIST.
PLUGMOLD 5029B-5017 EXIST.
EXISTING CIRCUIRT (EXIST)
CORD REEL LAB 5029 ( NOTE 1)
CORD REEL LAB 5029 ( NOTE 1)
MOUNTING:
VOLTAGE:
SOLID NEUTRAL:
20/2
--
--
3.78
10,000 AIC
20/2
-
20/1
20/1
-
1.98 4.86
-
--
-
-
--
20/2
-
20/2
-
20/2
-
UNKNOWN EXIST
''
FREEZER EXIST.
UNKNOWN EXIST.
''
''
SURFACE RACEWAY LAB 5029 (NOTE 1)
FREEZER LAB 5016
PLUGMOLD 5022A EXIST.
SURFACE RACEWAY LAB 5029 (NOTE 1)
L3
.541.08
--
1.44-
-.72
--
-
20/1
20/1
20/1
20/1
20/2
-
20/1
20/1
-
--
-.9
- -
- -
-
-
20/2
20/1
20/1
20/1
20/1
20/1
BKR
1.08
--
.36
.361.08
- .54
L1
1.08 .72
L2
20/1
20/2
-
20/1
20/1
20/1
20/1
20/1
RECEPTACLES 5026B-5034 EXIST.
''
SPARE (NOTE 2)
UNKNOWN EXIST.
SPARE (NOTE 2)
RECEPTACLES 5017B EXIST.
RECEPTACLES 5026-5026B, 5034 EXIST.
20/1
20/1
20/1
20/1
20/1
BKR
20/1
20/1
SURFACE RACEWAY LAB 5029 ( NOTE 1)
PLUGMOLD 5022A EXIST.
SURFACE RACEWAY LAB 5029 (NOTE 1)
SURFACE RACEWAY LAB 5029 (NOTE 1)
LOAD SERVED
BUS RATING:
MAIN:
SYSTEM: 3PH, 4W
EXISTING PANEL PC53
225A
GROUND BUS:
INTEGRAL SPD:
YES
LOADS ( )
LIGHTING
REC TO 10 KVA
REC REMAINING
LARGEST MOTOR
SPACE HEATING
KITCHEN EQUIPMENT
CONNECTED0
9.18
0
0
0
0
0
0
DEMAND
1.25
1.0
0.5
1.0
0.25
0.0
1.0
1.25
0
9.18
0
0
0
0
0
0
FACTOR
TOTAL CONNECTED LOAD
MIN. FEEDER / PANEL CAPACITY
1.44 1.0 1.44
CONTINUOUS
NON-CONTINUOUS
DEMAND
29.510.6
10.6 29.5
AMPSKVA
KVA AMPS
41
9
25
33
39
37
35
27
29
31
17
23
19
21
13
15
11
1
5
7
3
CKT
42
10
26
34
38
40
36
30
32
28
18
22
24
20
14
16
12
2
6
8
4
CKT
KVA
DEMAND 0 1.0 0
OVERALL DEMAND FACTOR 1.00
225A MCB NO
-#12
3/4"
3/4"
-
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
#12
#12
#12
#12
#12
#12
#12
#12
3/4"
-
3/4"
3/4"
-
3/4"
3/4"
#12
#12
#12
#12
#12
#12
#12
#12
3/4"
3/4"
3/4"
3/4"
COND
#12
#12
#12
#12
PHASE NEUT GND
-
#12
#12
#12
-
#12
#12
#12
#12
#12
-
#12
#12
#12
-
-
#12
#12
#12
#12
#12 #12
#12
#12
#12
#12
#12
-
#12
#12
#12
-
#12
#12
#12
#12
#12
-
#12
#12
#12
-
#12
#12
#12
#12
#12
#12
#12
-
#12
#12
#12
#12
#12
-
-
#12
-
#12
-
#12
-
NEUT
-#12
3/4"
-
3/4"
-
#12
#12
#12
#12
3/4"
-
-
3/4"
#12
-
-
#12
3/4"
3/4"
3/4"
3/4"
#12
#12
#12
#12
3/4"
3/4"
3/4"
-
#12
#12
3/4"
3/4"
3/4"
3/4"
#12
#12
#12
#12
PHASE COND
3/4"#12
-
#12
-
#12
-
#12
-
-
#12
#12
#12
#12
#12
-
#12
#12
#12
#12
#12
#12
GND
#12
LOADS (KVA)
WATER HEATING
AIR CONDITIONING
0
0
CONNECTED
0
0
DEMANDFACTOR
1.0
1.0
DEMAND
NON-SEASONAL MOTORS
L1 L2 L3
PHASE LOAD TOTALSEXIST = EXISTING BREAKER, WIRE AND CONDUIT TO REMAIN.
1. EXISTING BREAKER TO REMAIN. NEW CONDUIT AND WIRE PER ELECTRICAL PLANS.
2. EXISTING BREAKER TO REMAIN. CONDUCTORS TO BE REMOVED.
3. REMOVE 2 POLE BREAKER AND INSTALL 2-1 POLE BREAKERS.
0 16 24 328
1/8" = 1' - 0"
PLAN NOTES:
1. FEEDER TO PANEL IS 4 #1 COPPER.
2. FEEDER TO PANEL IS 4 #1/0 COPPER.