RENOVATION OF SCIENCE LABORATORIES AT: PRESTON …...1. use group classification (301) renovation of...
Transcript of RENOVATION OF SCIENCE LABORATORIES AT: PRESTON …...1. use group classification (301) renovation of...
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N195 Scott Swamp RoadFarmington, CT 06032
www.qamarch.com
PROJECT TEAM: LOCATION MAP:
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CONSTRUCTION DOCUMENTS
RENOVATION OF SCIENCE LABORATORIES AT:
PRESTON PLAINS MIDDLE SCHOOL
1927
JANUARY 24, 2019
PRES
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PLA
INS
MID
DLE
SC
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1, CT-164 PRESTON, CT
OWNER: PRESTON BOARD OF EDUCATION1 CT-164, PRESTON, CT 06365
STRUCTURAL ENGINEER: RZ DESIGN ASSOCIATES, INC.750 OLD MAIN STREET, SUITE 202ROCKY HILL, CT 06067
M.E.P ENGINEER: RZ DESIGN ASSOCIATES, INC.750 OLD MAIN STREET, SUITE 202ROCKY HILL, CT 06067
GENERAL NOTES1. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THE DRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY.
2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME.
3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR "TYPICAL" APPLY TO ALL SIMILAR CONDITIONS THROUGHOUT THE PROJECT.
4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINES AND NOTES SUPERSEDE ALL SCALED REFERENCES.
5. ALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF STUD AND CENTERLINE OF STRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED.
6. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS, AND TO FLASH ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THE DESIGN OF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMS AS REQUIRED FOR THE NEW CONSTRUCTION.
8. SIGNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF A ROOM DOOR AT A HEIGHT OF 5' A.F.F.
9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENT FINISHES MEET UNLESS OTHERWISE NOTED.
DEMOLITION NOTES1. REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION.
2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THE DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT PRIOR TO COMMENCEMENT OF THE WORK.
3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS FROM AREAS UNAFFECTED BY THE CONSTRUCTION.
4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE COMPLETION OF THE PROJECT WORK.
5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECT OF ANY PROBLEMS OR CONCERNS IMMEDIATELY.
6. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE OWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE NON-FUNCTIONING OR DISCONNECTED.
7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION PROCESS.
STRUCTURAL STEEL NOTES1. STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AS ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.
2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATIONS A-36. STEEL FOR PIPE COLUMNS SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATIONS A-501.
3. ALL STEEL-TO-STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCE WITH INDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS.
4. ALL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED-OXIDE PRIMER. GALVANIZED MEMBERS SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS.
ARCHITECTURAL SYMBOLS SHEET LISTABBREVIATIONS CONCRETE MASONRY NOTES1. ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530.1 SPECIFICATION FOR MASONRY STRUCTURES.
2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH COMPRESSIVE STRENGTH F'M = 1500 P.S.I. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING MASONRY STRENGTH AS SPECIFIED.
3. TYPE "M" OR "S" MORTAR SHALL BE USED IN ALL MASONRY.
4. CONTINUOUS HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE COURSES OF ALL MASONRY. EXTERIOR MASONRY VENEER SHALL BE TIED TO INTERIOR MASONRY BLOCKWORK IN ACCORDANCE WITH DRAWING NOTATIONS.
5. REINFORCING STEEL FOR MASONRY SHALL BE GRADE 60. ALL LAP SPLICES SHALL BE A MINIMUM OF 48 BAR DIAMETERS (I.E. #4 BAR = 24").
6. ALL MASONRY UNIT CORES CONTAINING REINFORCING BARS SHALL BE FILLED WITH 2000 P.S.I. GROUT. GROUT SHALL BE INSTALLED IN USING LOW LIFT GROUT METHOD (5'-0" MAXIMUM LIFTS).
CONCRETE NOTES1. ALL CONCRETE WORK SHALL BE IN COMPLIANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI 301).
2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT THE AGE OF 28 DAYS: 3000PSI, EXCEPT 4000PSI FOR EXTERIOR WORK.
3. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 5", EXCEPT FOR 4" SLABS.
4. CONCRETE STRUCTURES AND SLABS EXPOSED TO FREEZING AND THAWING, DEICER CHEMICALS, OR SUBJECT TO HYDRAULIC PRESSURE SHALL BE AIR-ENTRAINED TO HAVE A TOTAL AIR CONTENT AT THE POINT OF PLACEMENT WITHIN A TOLERANCE OF PLUS OR MINUS 1% AS FOLLOWS:
6% FOR MAXIMUM 3/4" AGGREGATE5% FOR MAXIMUM 1" AGGREGATE4% FOR MAXIMUM 11/2" AGGREGATE
ALL OTHER CONCRETE SHALL BE AIR-ENTRAINED TO A TOTAL AIR CONTENT OF 2% TO 4%
5. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE CURING OF CONCRETE AS DIRECTED BY ACI 301. USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED.
6. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND CONFORM TO ASTM A-615-GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A-185.
7. REINFORCING BARS MARKED "CONT." SHALL BE LAPPED 32 BAR DIAMETERS AT SPLICES AND CORNERS, HOOKED AT DISCONTINUOUS ENDS. WELDED WIRE FABRIC SHALL BE LAPPED 6" AT END SPLICES.
8. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS:A. CONCRETE PLACED ON EARTH 3"B. FORMED CONCRETE EXP. TO GROUND OR WEATHER: #5 BARS & SMALLER 11/2"
#6 BARS & LARGER 2"C. FORMED CONCRETE NOT EXPOSED TO WEATHER: 3/4"
9. CONTRACTOR SHALL INSTALL ALL ANCHORS, ANCHOR BOLTS, LEVELING PLATES, AND ALL INSERTS TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF ALL TRADES.
10. ALUMINUM OBJECTS SHALL NOT BE EMBEDDED OR IN CONTACT WITH CONCRETE.
11. REINFORCED CONCRETE FLOOR SLABS SHALL BE PLACED ON A MINIMUM OF 6" OF CRUSHED 3/8" STONE ON STRUCTURAL FILL PLACED IN 8" LAYERS AND COMPACTED TO 95% OF MODIFIED OPTIMUM DENSITY ON FIRM, INORGANIC, VIRGIN SOIL. NOT LESS THAN ONE LAYER OF STRUCTURAL FILL SHALL BE USED.
INTERNATIONAL BUILDING CODE 2012IBC CONNECTICUT SUPPLEMENT 2016INTERNATIONAL EXISTING BUILDING CODE 2012INTERNATIONAL MECHANICAL CODE 2012INTERNATIONAL PLUMBING CODE 2012NFPA 70 NATIONAL ELECTRIC CODE 2014INTERNATIONAL ENERGY CONSERVATION CODE 2012CONNECTICUT FIRE SAFETY CODE 2016
REHABILITATION ACT 1973, SECTION 504INCLUDING UNIFORM FEDERAL ACCESSIBILITYSTANDARDS (UFAS) AND SECTION 504REGULATIONS
ICC/ANSI A117.1 - 2009
THE AMERICANS WITH DISABILITIES ACT, TITLE II,INCLUDING THE AMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES (ADAAG) AND ADAREGULATIONS
(H) CURRENT CONNECTICUT PUBLIC HEALTH CODES(O) CURRENT O.S.H.A. - TITLE 29/LABOR(GS) CONNECTICUT GENERAL STATUTES
CODES THIS PROJECT WAS DESIGNED TO
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EDUCATION (E)
TYPE 2B
2020
NANA
0 HOUR(S)
1 HOUR1 HOUR(S)
20 MINS
[ X ] FULL [ ] LIMITED [ ] NONE[ ] FULL [ ] LIMITED [ X ] NONE
VERTICAL SHAFT
FIRE DETECTIONFIRE SUPPRESSIONFIRE PROTECTION SYSTEMS12.
SMOKE PARTITIONS
EXIT ACCESS CORRIDORSELEVATOR SHAFTSTAIR SHAFTSGENERAL BUILDING CONSTRUCTIONFIRE RESISTANCE RATINGS (601)7.
EXISTING/NEW CONSTRUCTIONCONSTRUCTION TYPE (602)2.
PRIMARYUSE GROUP CLASSIFICATION (301)1.
RENOVATION OF SCIENCE LABORATORIES ATPRESTON PLAINS MIDDLE SCHOOL
1, CT -164, PRESTON, CT
EXITS PROVIDEDEXITS REQUIREDNUMBER OF EXITS13.
PROPOSED CONSTRUCTION START
BUILDING INFORMATION
20 MINSEXIT ACCESS CORRIDOR DOORS
DOOR & WINDOW NOTES1. REFERENCE STANDARDS FOR METAL DOORS, WOOD DOORS, AND WINDOWS SHALL BE AS FOLLOWS:A. UNDERWRITER'S LABORATORIES, INC.: BUILDING MATERIALS DIRECTORY.B. NATIONAL FIRE PROTECTION ASSOCIATION: PAMPHLET NO. 80 STANDARD FOR FIRE DOORS AND WINDOWS.C. NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION: I.S., 1078: WOOD FLUSH DOORS.D. AIR LEAKAGE: ASTM E283E. WATER RESISTANCE: ASTM E331
2. GLAZING IN ALL LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT, AS LISTED IN THE I.B.C. SECTION 2406.3, SUCH AS FRAMELESS GLASS DOORS, GLASS ENTRANCES AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ENCLOSURES, AND STORM DOORS SHALL MEET THE DOOR REQUIREMENTS SET FORTH IN THE BUILDING CODE AND THE SAFETY STANDARD FOR GLAZING MATERIALS (16 CFR 1202). ALL GLAZING WHICH IS LOCATED 18" ABOVE THE FINISH FLOOR AND 24" ADJACENT TO A DOOR JAMB SHALL BE TEMPERED.
3. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 POUNDS PER SQUARE FOOT AND SHALL BE CERTIFIED AND LABELED.
4. EXTERIOR ENTRANCE DOORS SHALL BE 13/4" THICK INSULATED METAL DOORS OR APPROVED EQUAL AND SHALL MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION: ASTM E283WATER RESISTANCE: ASTM E331ACOUSTICAL PERFORMANCE: ASTM E413-70T-STC 28THERMAL RESISTANCE: R-15.49 (CALCULATED)DOORS SHALL BE PROVIDED WITH FACTORY BACKED-ON PRIME PAINT FINISH.SIDELIGHTS SHALL BE TEMPERED GLAZING AND SIZED AS INDICATED ON DRAWING.MANUFACTURER AS SELECTED BY OWNER.
5. NATURAL LIGHT AND VENTILATION MINIMUM REQUIREMENTS:BASEMENT LIGHT/VENT AREA = 2% / 1% FLOOR AREALIGHT AREA PER ROOM = 8% FLOOR AREAVENTILATION AREA PER ROOM = 4% FLOOR AREA
6. WINDOWS AS 2ND EGRESS (SLEEPING AREAS) SHALL BE MINIMUM 5.7 SQ. FT. OPENABLE AREA WITH 24" LEAST DIMENSION. MAXIMUM SILL HEIGHT SHALL BE 44" A.F.F.
7. HANDICAPPED ACCESSIBLE DOOR HARDWARE SHALL COMPLY WITH ANSI A117.1 2003 AND UFAS / SECTION 504 REGULATIONS.
8. ALL DOOR LEVERS ON DOORS LEADING TO HAZARDOUS SPACES SHALL BE KNURLED
9. ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES
10. ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING LOCKSETS OR LATCHSETS AND CLOSERS.
FINISH NOTESGYPSUM BOARD1. PROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICAN STANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, AS APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION; APPLICABLE PARTS THEREOF ARE HEREBY MADE A PART OF THIS SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR IN THE SPECIFICATION, IN LOCAL CODES, OR BY THE MANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALL BE FOLLOWED.
2. PROVIDE AND INSTALL MOISTURE-RESISTANT GYPSUM WALLBOARD WHERE REQUIRED. PROVIDE TYPE X GYPSUM BOARD AS CALLED FOR ON THE DRAWINGS.
3. PROVIDE 5/8" TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE AND HOUSE. PROVIDE 5/8" TYPE X GYPSUM BOARD AT GARAGE CEILING WHICH HAS LIVING SPACE ABOVE.
PAINT1. APPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. READY-MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION INSTRUCTIONS AND WITH PRIOR APPROVAL.
FLOORING MATERIAL1. INSTALL CERAMIC TILE OR NATURAL STONE TILE IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA "HANDBOOK FOR CERAMIC TILE INSTALLATION" AND MANUFACTURER'S INSTRUCTIONS.
2. PROVIDE MANUFACTURER APPROVED UNDERLAYMENT FOR ALL FLOORING TYPES CALLED OUT IN CONTRACT DOCUMENTS.
WALL NOTES1. FIRECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE U.L. CLASSIFICATION.
2. ALL FIRE AND SMOKE RESISTANT SEPARATIONS ARE TO EXTEND OR BE EXTENDED TO THE UNDERSIDE OF FLOOR OR ROOF DECK ABOVE, TYPICAL.
3. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE.
4. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. THE FIRE SAFING AND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION.
5. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHERE PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION.
6. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS, DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION.
7. PROVIDE SMOKE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH ONE HOUR RATED SMOKE BARRIERS.
8. PROVIDE FIRE DAMPERS AT ALL MECHANICAL PENETRATIONS THROUGH TWO HOUR FIRE RATED PARTITIONS.
9. EXTEND ALL METAL STUD PARTITIONS TO THE UNDERSIDE OF DECK/STRUCTURE, UNLESS OTHERWISE NOTED.
10. AT ALL NON-RATED PARTITIONS AND PARTITIONS WITH NO S.T.C. REQUIREMENTS, EXTEND SHEATHING TO THE FINISHED CEILING CONSTRUCTION, TYPICAL.
11. SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION.
12. METAL STUD CONTRACTOR TO PROVIDE AND COORDINATE PLACEMENT OF METAL STUD SLIP TRAC KS AT ALL STUD WALLS BUILT ON TOP OR UNDER STRUCTURAL STEEL BRACING FRAMES, TYPICAL. SIMILAR CONDITION APPLIES WHERE METAL STUDS ATTACH TO THE UNDERSIDE OF ROOF DECK AT THE MIDDLE 1/3RD OF A SPAN GREATER THAN 15'.
EXISTING WALL
WALL TO BE DEMOLISHED
NEW STUD FRAMED WALL
NEW CMU WALL
NEW FOUNDATION WALL
ROOM NAME/ ROOM NUMBER
BUILDING SECTION
WALL SECTION
CASEWORK SECTION
ELEVATION MARKER
DOOR IDENTIFICATION
WINDOW IDENTIFICATION
WALL IDENTIFICATION
COLUMN IDENTIFICATION
ELEVATION MARKER
EXISTING DOOR
DEMOLISHED DOOR
NEW DOOR
1A101
SIM
A101
1 Ref
1
Ref
1 Ref
1
Ref
ROOM NAME1400A
1t
1i
EXX
0000
1A101
SIM1
A101
SIM
1A101
SIM
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
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GENERAL INFORMATION
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
GA GaugeGALV GalvanizedGB Gypsum BoardGC General ContractorHB Hose BibbHC HandicappedHGT HeightHM Hollow MetalHORIZ HorizontalID Inside DiamterIN InchINCL IncludedINFO InformationINSUL InsulationINT InteriorJT JointKP Kick PlateL AngleLAB LaboratoryLAV LavatoryLH Left HandLTG LightingMACH MachineMAINT MaintenanceMAS MasonryMAT MaterialMAX MaximumMB Marker BoardMECH MechanicalMEZZ MezzanineMFRG ManufacturerMIN MinimumMISC MiscellaneousMO Masonry OpeningN NorthNIC Not In ContractNTS Not To ScaleOC On CenterOD Outside DiameterOFF OfficeOH OverheadPASS PassagePCEJ Precast Expansion JointPERP PerpendicularPL PlatePLAM Plastic LaminatePLAS PlasterPLUMB PlumbingPLYWD PlywoodPR PairPREFAB PrefabricatedPTD PaintedPTD Paper Towel DispenserPVC PolyvinylchlorideQT Quarry TileQTY QuantityQUAL QualityR RiserRAD RadiusRD Roof DrainRECV Receiving / ReceiverREF ReferenceREFR RefrigeratorREINF ReinforceREM RemoveREQD RequiredREV Revised, RevisionRH Robe Hook / Right HandRM RoomRWC Rain Water ConductorSC ScupperSCHED ScheduleSD Soap DispenserSECT SectionSF Square FootSHT SheetSIM SimilarSJ Seismic JointSND Sanitary Napkin Dispenser /
DisposalSNR Sanitary Napkin ReceptacleSPEC SpecifacationsSQ SquareSS Stainless SteelSSTL Structural SteelST Sound TransmissionSTC Sound Transmission CoefficientSTD StandardSTL SteelSTOR StorageSTRUCT Structure, StructuralSUSP Suspend, SuspensionT TreadTBD Tack BoardTG Tongue and GrooveTHRU ThroughTME To Match ExistingTO Top OfTPD Toilet Paper DispenserTYP TypicalUH Unit HeaterUL Underwriter's LaboratoryUON Unless Otherwise NotedUV Unit VentilatorVCT Vinyl Composition TileVEST VestibuleW/ WithWBD White BoardWD WoodWP WaterproofingWWF Welded Wire Fabric
AB Anchor BoltAC Air ConditioningAC Acoustic, AcousticalACT Acoustical TileADJ AdjacentAFF Above Finish FloorAFG Above Finish GradeAHU Air Handling UnitALF Aluminum FrameALT AlternateALUM AluminumANCH Anchor, AnchorageANOD AnodizedAPBO As Provided By OwnerAPPR ApprovedARCH Architect, ArchitecturalASB AsbestosASBO As Selected By OwnerASPH AsphaltASST AssistantASSY AssemblyATC Acoustic Tile CeilingAUTO AutomaticBD BoardBEJ Brick Expansion JointBEV Bevel, BeveledBIT BituminousBLDG BuildingBLK BlockBLKG BlockingBM BeamBO Bottom OfBOT BottomBRG Bearing / BridgingBUR Built Up RoofingCAB CabinetCAP CapacityCASE CasementCB Chalk BoardCEM CementCJ Control JointCL CenterlineCLG CeilingCLGHT Ceiling HeightCLO ClosetCOL ColumnCONC ConcreteCONF ConferenceCONT ContinuousCONTR ContractorCORR CorridorCRS Course, CoursesCT Ceramic TileCTR CenterCUH Cabinet Unit HeaterDBL DoubleDEG DegreeDEMO DemolitionDEPT DepartmentDET DetailDF Drinking FountainDH Double HungDIA DiameterDIM DimensionDIST DistanceDN DownDR DoorDS DownspoutDWG DrawingEA EachEIFS Exterior Insulation Finish SystemEJ Expansion JointEL ElevationELEC Electric, ElectricalELEV ElevatorEMERG EmergencyEQ EqualEQUIP EquipmentETR Existing To RemainEUH Electric Unit HeaterEWC Electric Water CoolerEXIST ExistingEXP ExpansionEXT ExteriorFD Floor DrainFDN FoundationFE Fire ExtinguisherFF Finished FloorFFE Finished Floor ElevationFIN Finish, FinishedFIXT FixtureFLASH FlashingFLR FloorFLRFIN Floor FinishFPRFG FireproofingFR Fire RetardantFRGP Fiber Reinforced Gypsum PanelFT Feet, FootFTG FootingFURN Furnish, Furnishings, FurnitureFURR Furred, Furring
01 - GeneralCS COVER SHEETG1.0 GENERAL INFORMATIONG1.1 GENERAL INFORMATION05 - DemolitionD1.1 DEMOLITION FLOOR PLAND1.2 ALTERNATES DEMO PLAN06 - ArchitecturalA1.1 FLOOR PLANA2.0 REFLECTED CEILING PLANA3.0 INTERIOR ELEVATIONSA4.0 MILLWORK ELEVATIONS & DETAILSA4.1 MILLWORK ELEVATIONS & DETAILSA5.0 DOORS & WINDOWSA6.0 FINISH FLOOR PLANS09 - StructuralS1.1 PARTIAL ROOF FRAMING PLAN10 - MechanicalMD1.1 MECHANICAL DEMOLITION FLOOR PLANM1.1 MECHANICAL FLOOR PLANM2.1 MECHANICAL SCHEDULES AND DETAILSM3.1 MECHANICAL SPECIFICATIONS11 - PlumbingPD1.1 PLUMBING DEMOLITION FIRST FLOOR PLANPD1.2 PLUMBING DEMOLITION SECOND FLOOR PLANP1.1 PLUMBING FIRST FLOOR PLANP1.2 PLUMBING SECOND FLOOR PLANP2.1 PLUMBING SPECIFICATIONS13 - ElectricalED1.1 ELECTRICAL LIGHTING DEMOLITION PLANED1.2 ELECTRICAL POWER DEMOLITION PLANE1.1 ELECTRICAL LIGHTING PLANE1.2 ELECTRICAL POWER PLANE2.1 ELECTRICAL SPECIFICATIONS
Revisions
THERMAL & MOISTURE NOTES1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS.
2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA.
3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS, PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE.
4. SLOPES OF 4" IN 12" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE AN UNDERLAYMENT OF NOT LESS THAN ONE PLY OF #15 FELT, APPLIED AS REQUIRED SECTION R-802 AND TABLE NUM. R-803.4.
5. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE AREA MAY BE 1 TO 300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. THE NET FREE CROSS-VENTILATION AREA MAY NOT BE LESS THAN 1 TO 300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING.
6. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THE FOLLOWING:
A. EXTERIOR WALLS: R-19 MINIMUM
C. FLAT CEILINGS: R-38 MINIMUMD. CEILINGS OVER UNCONDITIONED SPACE: R-19 MINIMUME. FLOORS OVER OUTSIDE SPACE: R-30 MINIMUMF. WALL ADJ. TO UNFINISHED SPACE: R-11 MINIMUM
7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES.
8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES BEING SURE NOT TO COMPRESS GLASS INSULATION.
9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES BEING SURE NOT TO COMPRESS GLASS INSULATION.
10. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOL SIDE OF THE INSULATION FROM THE EAVE TO RIDGE.
11. INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIRED BY LOCAL BUILDING CODES
12. PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS:
ELASTOMERIC SEALANT: ASTM C-926SOLVENT-RELEASE-CURING SEALANT: ASTM C-804LATEX SEALANT: ASTM C-790ACOUSTICAL SEALANT: ASTM C-919
13. PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER SMACNA ARCHITECTURAL SHEET METAL MANUAL.
FIRE PROTECTION SYSTEM NOTES1. ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS.
2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA INT THE IMMEDIATE VICINITY OF THE BEDROOMS.
3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OF ONE WILL ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY.
5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESS OTHERWISE NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THE ATTIC SPACE WHEN INSULATED).
6. SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBING DRAWINGS.
7. EXPOSED SPRINKLER INSTALLATION SHALL BE CAREFULLY COORDINATED IN THE FIELD TO AVOID CONFLICTING WITH LIGHTING AND OTHER CEILING MOUNTED EQUIPMENT.
MECHANICAL NOTES1. MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THE PROPER INSTALLATION OF THE NEW SYSTEMS.
2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACE(S) AFFECTED BY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS IS NECESSARY, SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS OR COMPONENTS.
3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.
4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES AND ACCEPTED STANDARDS OF PRACTICE.
ELECTRICAL NOTES1. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK.
2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS AS REQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTED BY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS.
3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL.
4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES AND ACCEPTED STANDARDS OF PRACTICE.
5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDED OPERATION WITH THE OWNER.
ELECTRICAL MOUNTING HEIGHTS1. ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED. SEE ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS.
2. RECEPTACLES: 18" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF RECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, MOUNT AT 24" A.F.F.
3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF WIREMOLD AT 2" ABOVE BACKSPLASH)
4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.)
5. SWITCHES: 48" A.F.F.
6. BOILER EMERGENCY SWITCHES: 60" A.F.F.
7. DATA / PHONE OUTLETS: 18" A.F.F.
8. TV OUTLETS: 18" A.F.F. OR 18" BELOW FINISHED CEILING
9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE
10. SECURITY KEYPAD: 48" A.F.F.
11. MICROPHONE WALL JACK: 18" A.F.F.
12. FIRE ALARM PULL STATION: 48" A.F.F.
13. FIRE ALARM VISUAL / AUDIO INDICATING UNITS: 6'-8" TO BOTTOM OF UNIT
14. AREA OF REFUGE CALL STATION: 48" A.F.F.
15. EMERGENCY SHUT-OFF SWITCH / PUSH BUTTON: 48" A.F.F.
16. EMERGENCY CALL SWITCH: 36" A.F.F.
17. EMERGENCY CALL BELL / LIGHT: +/- 7'-6" A.F.F. - CENTER ABOVE DOOR
18. WALL MOUNTED EXIT SIGNS: 7'-6" A.F.F.
19. WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7'-6" A.F.F. COORD. WITH BLOCK COURSING AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS.
LINTEL SCHEDULE FOR MASONRY
COMBINE VARIOUS WYTHES OF MASONRY AS REQUIRED TO SUITE EACHCONDITION
ALL LINTELS ARE TO HAVE A MINIMUM BEARING LENGTH OF 8" AT EACH END
PROVIDE LINTELS, SHOWN OR NOT SHOWN ON DRAWINGS, OVER ALLOPENINGS IN MASONRY WALLS AS REQUIRED BY THE DESIGN
WT 8 x 15.57'-8" TO 10'-4"
3.
2.
10'-4" TO 12'-4"
1.
L 6 x 3 1/2 x 5/16
L 5 x 3 1/2 x 5/16
L 4 x 3 1/2 x 5/16
L 3 1/2 x 3 1/2 x 5/16
5'-8" TO 6'-8"
6'-8" TO 7'-8"
4'-8" TO 5'-8"
UP TO 4'-8"
WT 7 x 11
WT 7 x 13
WT 7 x 11
WT 4 x 9
BOTTOM OR CLOSURE PLATES ONLY EXTEND FOR THE LENGTH OF THE M.O.WELD PLATES TO STRUCTURAL MEMBERALL LINTELS IN EXTERIOR WALLS ARE TO BE HOT-DIP GALVANIZED AFTERFABRICATION
ALL THE WALL AND LINTEL CONDITIONS SHOWN IN THIS SCHEDULE MAY NOTAPPLY TO THIS PROJECT
Combine Previous Details
W8x13 + PL 9 1/2 x 5/16W8x10 + PL 7 1/2 x 5/16
W8x15 + PL 7 1/2 x 5/16
5.
6.
W8x18 + PL 9 1/2 x 5/16
4.
L 6 x 4 x 5/16 + L 5 x 5 x 5/16
L 6 x 4 x 5/16 + L 5 x 5 x 5/16
L 4 x 4 x 5/16 + L 5 x 5 x 5/16
L 4 x 4 x 5/16 + L 5 x 5 x 5/16
2L's - 5 x 3 1/2 x 5/16
2L's - 6 x 3 1/2 x 5/16
2L's - 4 x 3 1/2 x 5/16
2L's - 3 1/2 x 3 1/2 x 5/16 Combine Previous Details
DETAIL
M.O.
Combine Previous Details
Combine Previous Details
Combine Previous Details
Combine Previous Details
Combine Previous Details
Combine Previous Details
3 5/8" 5 5/8" 7 5/8" 9 5/8" 1'-0" 1'-2"
4 2 6 4 2 8
ACCESSIBLE FIXTURE MOUNTING HEIGHT
WALL TYPES
URINAL LAVATORY WATER COOLER / DF P.T.D.
WATER CLOSET (SIDE VIEW) WATER CLOSET (FRONT VIEW)
SN.V.M. HAIR/HANDDRYER S.S. MIRROR & SHELF
EMERGENCY EYEWASH/SHOWER HANDICAPPED SHOWER UNIT
2'-0"
1'5"H
.C.
3' - 8
"
2' - 3
"
2' - 5
"
2' - 1
0"6"
3' - 0
"
3'-0"
MAX
H.C
.
2' - 3
" MIN
.
5' - 0"
1' - 0" 3' - 6"
3' - 4"
MIN.
1 1/2"
8"
1'-5"
1'-7"
H.C
.
15" M
IN. 3'
- 4"
4' - 0
"
5' - 8
"1'
- 0"
3' - 0
"
18" G.B.
R.H.
42" G.B.T.P.D.
S.N.R.
TOILET PARTITION
2' - 9
"
3' - 0" 6"
1' - 6"3'
- 0"
1'-5"
1'-7"
H.C.
18"G.B.
36" G.B.
4' - 0
" TO
CONT
ROLS
4' - 0
" TO
CONT
ROLS
MIRROR AND SHELF WIDTH
VARY3' - 8
" HC
4'-6"
- 5'-
4" H
C
3' - 0
"6"
2' - 1
0"
3' - 0
"4' - 0
"
7' - 0
"
2' - 8" 3' - 0"
1' - 4"
2' - 8
"1'
- 3"
2' - 9
"
1' - 6
"6"
10"
1' - 4" 1' - 8"
ADJ. SHOWERHEAD
FOLDDOWNHCSEAT
RECESSEDSOAPDISH
18"X30" ONE PIECE G.B.
CONTROL MOUNTINGAREA1' - 7"
1' - 6"
EXTEND STUDS & GYPSUM BOARD TO STRUCTURE ABOVE. SEAL TO PROVIDE SMOKE RESISTANT SEPARATION
ACOUSTICAL BATT INSULATION
CEILING
25 GA METAL STUD @ 16" O.C.
7 1/4"
CEILING
PLAN
5/8" ABUSE RESISTANT GWB, BOTH SIDES
SET ALL TRACKS IN 2 CONTINUOUS BEADS OF ACOUSTICAL SEALANT- TYP.
EXTEND STUDS & GYPSUM BOARD TO STRUCTURE ABOVE. SEAL TO PROVIDE SMOKE RESISTANT SEPARATION
ACOUSTICAL BATT INSULATION
CEILING
25 GA METAL STUD @ 16" O.C.
CEILING
PLAN
5/8" ABUSE RESISTANT GWB, BOTH SIDES
SET ALL TRACKS IN 2 CONTINUOUS BEADS OF ACOUSTICAL SEALANT- TYP.
BOTTOMBOTTOM
VARIES
TOP
TYPE B1: (3 5/8" STUD)TYPE B2: (6" STUD)
3 1/4"
TOP
BOTTOM
CEILINGCEILING
6" M
IN.
25 GA METAL STUD @ 16" O.C.
PLAN
5/8" MOISTURE & ABUSE RESISTANT GWB; UP TO MIN. OF 6" PAST CEILING
SET ALL TRACKS IN 2 CONTINUOUS BEADS OF ACOUSTICAL SEALANT- TYP.
TOP
PLAN
FINISHED FACE CMU BLOCK WALL, PTD.
CEILING CEILING
TOP
BOTTOM
TYPE D1: (8" CMU INFILL)TYPE C1: (2 1/2" STUD)TYPE A1: (6" STUD)UL 419 (STC 49)1HR RATED WALL
SEAL TO UNDERSIDE OF DECK, TYP.
195 Scott Swamp RoadFarmington, CT 06032
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Issue Dates:
Project #:
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G1.1
GENERAL INFORMATION
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/2" = 1'-0"G1.12 WALL TYPES
Revisions
30' - 1" 30' - 1"16' - 3 1/2"
18' -
0"13
' - 4"
ALTERNATE #1: DEMO EXISTING WINDOW COMPLETE
DEMOLISHED & SAVED FOR USE BY OWNEREXISTING LOCKERS
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
M.O.
3' - 4
"8"
D06
D02
D07
D05 D01D08
D06
D07D07
D08
SCIENCECLASSROOM
201
JAN. CL.200A
D02D02
D02
D02
D02 D03D04
D01 D05
D03 D04 D02
D02
D02
D02D02
DEMO CEILING
COMPLETE
DEMO CEILING
COMPLETE
DEMO CEILING
COMPLETE
7' - 0" V.I.F.
7' - 2
" V.I.F
.
DEMO CEILING COMPLETE
EXISTING TO REMAIN, CONNECT GRID TO NEW
WALLS
E.T.R.
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
APPROXIMATE LOCATION OF NEW WALL ASSEMBLY
D10 D10
D10D10
D10
D10
D10D10
1. REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION.
2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THE DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT PRIOR TO COMMENCEMENT OF THE WORK.
3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS FROM AREAS UNAFFECTED BY THE CONSTRUCTION.
4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE COMPLETION OF THE PROJECT WORK.
5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECT OF ANY PROBLEMS OR CONCERNS IMMEDIATELY.
6. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE OWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE NON-FUNCTIONING OR DISCONNECTED.
7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION PROCESS.
8. SELECTIVE DEMOLITION OF WALLS & FLOORING TO BE PERFORMED AND DISPOSED OF AS IF IT CONTAINS HAZARDOUS MATERIALS.
9. CONTRACTOR AND ALL TRADE CONTRACTORS SHALL BE RESPONSIBLE FOR ASCERTAINING ALL REQUIREMENTS OF DEMOLITION WORK BASED ON A COMBINATION OF ALL DRAWINGS AND SPECIFICATIONS: ARCHITECTURAL, DEMOLITION, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION, AS WELL AS DETAILED SITE INVESTIGATION OF EXISTING CONDITIONS. DEMOLITION SHALL INCLUDE ALL WORK REQUIRED TO ACCOMMODATE NEW WORK WHETHER OR NOT SPECIFICALLY SHOWN IN THE CONSTRUCTION DOCUMENTS.
10. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL COMPLY WITH ALL STATE OF CONNECTICUT BUILDING CODES AND AUTHORITIES HAVING JURISDICTION AND OSHA REQUIRMENTS FOR HAZARD PROTECTION.
11. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL ENSURE THAT ALL DEMO CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT MATERIALS OR CONSTRUCTION TO REMAIN. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL REPAIR ANY DAMAGE OR DISTRUBANCE TO EXISTING CONDITIONS AT NO COST TO THE OWNER.
12. ALL EXISTING FURNITURE WILL BE REMOVED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION.
DEMOLITION GENERAL NOTES
EXISTING WALL
DEMOLISHED WALL
DEMO LEGEND
EXISTING DOOR
DEMOLISHED DOOR
NOT IN SCOPE OF WORK
ALTERNATE LEGEND- ALTERNATE #1 - GARDEN BOX WINDOW: INSTALL A VINYL GARDEN BOX WINDOW IN 6TH GRADE SCIENCE CLASSROOM.
- ALTERNATE #2 - FUME HOOD: INSTALLATION OF THE FUME HOOD LOCATED IN SCIENCE LAB 202. REFER TO REQ. MEP CONNECTIONS ASSOCIATED WITH THIS INSTALLATION.
- DEDUCT ALTERNATE #3 - SCIENCE LAB 201 SCOPE REDUCTION: REMOVE ALL SCOPE OF WORK LOCATED IN SCIENCE LAB 201 AS INDICATED IN THE DRAWINGS.
195 Scott Swamp RoadFarmington, CT 06032
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Issue Dates:
Project #:
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D1.1
DEMOLITION FLOOR PLAN
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/8" = 1'-0"D1.11 DEMO - LEVEL 2
1/8" = 1'-0"D1.12 DEMO- RCP - LEVEL 2
KEYNOTE LEGENDKey Value Keynote Text
D01 DEMO EXISTING TEACHERS STATIONCOMPLETE, CUT & CAP ALL MEP SYSTEMS ATSTATION.
D02 DEMO EXISTING LAB WORKSTATIONCOMPLETE, CUT & CAP ALL MEP SYSTEMS ATSTATION.
D03 DEMO EXISTING CABINETD04 DEMO EXISTING EMERGENCY SHOWER & EYE
WASH STATION, CUT AND CAP ALL PLUMBING.D05 REMOVE EXISTING WHITEBOARD AND
TACKBOARDS, SAVE TO BE REINSTALLED ININDICATED LOCATIONS.
D06 REMOVE DOOR AND FRAME IN ITS ENTIRETY,TYP.
D07 REMOVE WALL IN ITS ENTIRETY, TYP.D08 REMOVE EXISTING FLOOR FINISH, TYP.D10 DEMO EXISTING LIGHTS
Revisions
30' - 1" 30' - 1"16' - 3 1/2"
13' -
4"
DEMOLISHED & SAVED FOR USE BY OWNEREXISTING LOCKERS
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
SCIENCECLASSROOM
201
JAN. CL.200A
D02
DEMO EXISTING PORTION OF FLOORING, PATCH AND REPAIR AS REQ. AROUND NEW WALL LOCATION BASE BID SCOPE.
EXISTING FINISHES, AND CASEWORK TO
REMAIN
V.I.F.7' - 0"
BASE BID SCOPE OF WORK
ALTERNATE #1: DEMO EXISTING WINDOW COMPLETE, PREPARE FOR
NEW GARDEN BOX WINDOW
7' - 0" V.I.F.
EXISTING CEILING TO REMAIN
EXISTING TO REMAIN, CONNECT GRID TO NEW
WALLS
E.T.R.
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
APPROXIMATE LOCATION OF NEW WALL ASSEMBLY, CONNECT EXISTING CEILING TO NEW WALL
EXISTING PENDANT LIGHTS TO REMAIN, TYP.
BASE BID SCOPE OF WORK
CORRIDOR200
SCIENCECLASSROOM
201
ALTERNATE #1: DEMO EXISTING WINDOW COMPLETE, PREPARE FOR NEW GARDEN BOX WINDOW
ALTERNATE LEGEND- ALTERNATE #1 - GARDEN BOX WINDOW: INSTALL A VINYL GARDEN BOX WINDOW IN 6TH GRADE SCIENCE CLASSROOM.
- ALTERNATE #2 - FUME HOOD: INSTALLATION OF THE FUME HOOD LOCATED IN SCIENCE LAB 202. REFER TO REQ. MEP CONNECTIONS ASSOCIATED WITH THIS INSTALLATION.
- DEDUCT ALTERNATE #3 - SCIENCE LAB 201 SCOPE REDUCTION: REMOVE ALL SCOPE OF WORK LOCATED IN SCIENCE LAB 201 AS INDICATED IN THE DRAWINGS.
1. REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION.
2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THE DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT PRIOR TO COMMENCEMENT OF THE WORK.
3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS FROM AREAS UNAFFECTED BY THE CONSTRUCTION.
4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE COMPLETION OF THE PROJECT WORK.
5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECT OF ANY PROBLEMS OR CONCERNS IMMEDIATELY.
6. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE OWNER DIRECTLY ANY TIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE NON-FUNCTIONING OR DISCONNECTED.
7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION PROCESS.
8. SELECTIVE DEMOLITION OF WALLS & FLOORING TO BE PERFORMED AND DISPOSED OF AS IF IT CONTAINS HAZARDOUS MATERIALS.
9. CONTRACTOR AND ALL TRADE CONTRACTORS SHALL BE RESPONSIBLE FOR ASCERTAINING ALL REQUIREMENTS OF DEMOLITION WORK BASED ON A COMBINATION OF ALL DRAWINGS AND SPECIFICATIONS: ARCHITECTURAL, DEMOLITION, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION, AS WELL AS DETAILED SITE INVESTIGATION OF EXISTING CONDITIONS. DEMOLITION SHALL INCLUDE ALL WORK REQUIRED TO ACCOMMODATE NEW WORK WHETHER OR NOT SPECIFICALLY SHOWN IN THE CONSTRUCTION DOCUMENTS.
10. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL COMPLY WITH ALL STATE OF CONNECTICUT BUILDING CODES AND AUTHORITIES HAVING JURISDICTION AND OSHA REQUIRMENTS FOR HAZARD PROTECTION.
11. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL ENSURE THAT ALL DEMO CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT MATERIALS OR CONSTRUCTION TO REMAIN. THE CONTRACTOR AND ALL TRADE CONTRACTORS SHALL REPAIR ANY DAMAGE OR DISTRUBANCE TO EXISTING CONDITIONS AT NO COST TO THE OWNER.
12. ALL EXISTING FURNITURE WILL BE REMOVED BY THE OWNER PRIOR TO THE START OF CONSTRUCTION.
DEMOLITION GENERAL NOTES195 Scott Swamp RoadFarmington, CT 06032
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Issue Dates:
Project #:
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:29
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D1.2
ALTERNATES DEMO PLAN
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/8" = 1'-0"D1.21 ALTERNATE DEMO - LEVEL 2
1/8" = 1'-0"D1.22 ALTERNATE DEMO- RCP - LEVEL 2
KEYNOTE LEGENDKey Value Keynote Text
D02 DEMO EXISTING LAB WORKSTATION COMPLETE, CUT& CAP ALL MEP SYSTEMS AT STATION.
Revisions
STG. RM.201A
PREP ROOM202A
STG. RM.202B
SCIENCE LABROOM
202
SCIENCECLASSROOM
201
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
JAN. CL.200A
4' - 6"
120°
120°
120°
150°
REF.
1' - 4
"
1' - 4
"
2' - 9" 14' - 8" 6' - 5" 6' - 0"
ALIGN
2' - 4
"
5'-4" +/-
2' - 4"
2' - 1
"
10' -
8"
M.O.
3' - 4
"8"
2'-1" +/- 7'-0" +/- 10'-4" +/- 7'-0" +/-
EQ EQ
8' - 3
"
A4.0
1
2' - 0
"
2' - 0"
A4.0
2
3
TD1: KEWAUNEE MATRIX INSTRUCTOR STATION -MODEL X23 OR EQUAL
CORRIDOR200
A4.0
4
2' - 8" 6' - 4"6' - 5" 8' - 11" 6' - 3" 8' - 9"
EQ EQ 4' - 3" 4' - 6 1/4"
4' - 0"
INSTALL NEW EYEWASH STATION IN SAME LOCATION AS EXISTING.
A12
A12
202B
202A
202D
202C
201A 2' - 0"
A
A14
A13
A14
4' - 0
"14
' - 0"
4' - 0
"
INSTALL NEW DOOR IN EXISTING OPENING
B1
B1
B2
A1
C1
B1C1 B1
B1
B1
B1
A1
A1 A1
INFILL EXISTING DOOR OPENING WITH
8" CMU WALL
D1
4' - 0
"14
' - 0"
4' - 0
"
A14
A13
A14
CONTRACTOR TO MAINTAIN EXISTING CONTINUOUS 1HR FIRE RATED CORRIDOR WALL ASSEMBLY, TYP.
CONTRACTOR TO PROVIDE CONTINUOUS
SMOKE RATED WALL ASSEMBLY BETWEEN
CLASSROOM 201 AND 202
A3.0
2
13
A14
4' - 0
"
ALTERNATE #2: FUME HOOD
ALTERNATE #1: GARDEN WINDOW, BASIS OF DESIGN:
HARVEY BP: GARDEN WINDOW 60"W X 60" H. INSTALL PER
MANUFACTURERS INSTALLATION INSTRUCTIONS.
A16
A18 A18
A19
EQ
EQ
2' - 6
1/2"
4
A4.1
11
A4.1
6A4.1
8A4.1
10
150°
A3.05
5
NEW PRODUCT INFORMATION- ALTERNATE #1 - GARDEN BOX WINDOW: BASIS OF DESIGN: HARVEY BP - VINYL GARDEN WINDOW SIZE: 60" W X 60"H GLASS: 1" CLEAR LOW E/ ARGON TEMPERED INSULATED GLASS ACCESSORIES: 1" INSULATED SEATBOARD, 1 GLASS SHELF UNIT FINISHES: INTERIOR/ EXTERIOR COLOR: WHITE (STANDARD) HEADBOARD: BIRCH VENEER (STANDARD) SEATBOARD: BIRCH VENEER (STANDARD) JAMBS: BIRCH VENEER (STANDARD)* AAMA CERTIFIED R-50 RATING
- TD1: TEACHER DEMO STATION: BASIS OF DESIGN: KEWAUNEE - MATRIX INSTRUCTOR STATION MODEL: X23 OR EQUAL
- MARKERBOARD ASSEMBLY: BASIS OF DESIGN: CLARIDGE PRODUCTS AND EQUIPMENT INC: SERIES 1 OR EQUAL. MATERIAL: PORCELAIN- ENAMEL FINISH: GLOSS FINISH (MARKERBOARD) LOW GLOSS WHITE ACCESSORIES: - ALUMINUM FRAMES & TRIMS - CHALKTRAY: MANUFACTURERS STANDARD, CONTINUOUS - 2" CONTINUOUS MAPRAIL WITH END STOPS, 1 FLAG HOLDER AND TWO MAP HOOKS FOR EVERY 48" OF MAP RAIL.
- TACKBOARD ASSEMBLY: BASIS OF DESIGN: CLARIDGE PRODUCTS AND EQUIPMENT INC. SERIES 1 MATERIAL: 1/4" MIN. LINOLEUM RESILIENT TACKABLE SURFACE COLOR: TBD FROM MANUFACTURERS STANDARD COLOR SELECTION. ACCESSORIES: - ALUMINUM FRAMES & TRIMS - CHALKTRAY: MANUFACTURERS STANDARD, CONTINUOUS - 2" CONTINUOUS MAPRAIL WITH END STOPS, 1 FLAG HOLDER AND TWO MAP HOOKS FOR EVERY 48" OF MAP RAIL.
ALTERNATE LEGEND- ALTERNATE #1 - GARDEN BOX WINDOW: INSTALL A VINYL GARDEN BOX WINDOW IN 6TH GRADE SCIENCE CLASSROOM.
- ALTERNATE #2 - FUME HOOD: INSTALLATION OF THE FUME HOOD LOCATED IN SCIENCE LAB 202. REFER TO REQ. MEP CONNECTIONS ASSOCIATED WITH THIS INSTALLATION.
- DEDUCT ALTERNATE #3 - SCIENCE LAB 201 SCOPE REDUCTION: REMOVE ALL SCOPE OF WORK LOCATED IN SCIENCE LAB 201 AS INDICATED IN THE DRAWINGS.
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A1.1
FLOOR PLAN
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
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RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/4" = 1'-0"A1.11 LEVEL 2
KEYNOTE LEGENDKey Value Keynote Text
A12 NEW EMERGENCY EYE WASH STATIONA13 NEW 12'W X 4'H DRY ERASE BOARDA14 NEW 4'W X 4'H TACK BOARDA16 NEW ADA COMPLIANT REFRIGERATOR AND
FREEZER:BASIS OF DESIGN GE ENERGY STAR MODEL#GTE15CTHRWW, OR EQUAL
A18 33" FLAT SCREEN DISPLAY MONITORS, PROVIDED BYOWNER
A19 55" FLAT SCREEN DISPLAY MONITOR, PROVIDED BYOWNER
Revisions
9' - 0"
9' - 0"
8' - 0"
ECG1
APC1APC1
PGB1
9' - 0"
B B
B
BB
B
SCIENCECLASSROOM
201
SCIENCE LABROOM
202
STG. RM.201A PREP ROOM
202ASTG. RM.
202B
A A A
AAA
A A
A
A
8' - 0"
A
A A A
RC
RC
RC RC
RC
RC
PGB1
9' - 0"
9' - 6"
APC1
APC1
CORRIDOR200
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
A A A
A A A
A A A
A A A
9' - 4"APC1
PRJ. BY OWNER, CONTRACTOR TO PROVIDE DATA AND POWER IN CEILING, TYP. PRJ. BY OWNER,
CONTRACTOR TO PROVIDE DATA AND POWER IN
CEILING, TYP.
5A2.0
Sim5
A2.0
Sim
137°
136°
119°104°
152°
146°
100°
70°
5' - 1
1"
4' - 7
1/2"CCC
C
C
4A2.0
Sim4
A2.0
Sim4
A2.0
Sim
4A2.0
Sim4
A2.0
Sim
PGB1
ALIGN
E.T.R.
JAN. CL.200A
ALTERNATE #2: FUME HOOD
2A2.0
3A2.0
PRODUCT CODESMARK PRODUCT INFORMATION / BASIS OF DESIGN
A COLUMBIA LIGHTING; CFP 2'X2'
B XACARA CL
RC NEW REEL CORDS FOR MOVABLE STUDENT LAB STATIONS
APC1 2'X2' ACOUSTIC PANEL CEILING & GRID W/ 6" CLOUD TRIM ON EXPOSED ENDS.
ECG1EXPOSED CEILING TO BE PAINTED ROOF DECK AND JOISTS COMPLETE; COLOR: TBD2'X2' PAINTED COLOR CEILING GRID TO BE INSTALLED; BASIS OF DESIGN: ARMSTRONG 360 PAINTED GRID 15/16". RAL COLOR: RAL 2003
PGB1 PAINTED GYPSUM BOARD CEILNG, FLAT FINISH, WHITE
C 6" DIAMETER MUD IN RECESSED CAN LIGHT
ACOUSTIC CEILING PANEL
ACOUSTIC CEILING PANEL EDGE TRIM
FACE OF GYP. BOARD WALL OF MASONRY WALL,
SEE FLOOR PLANS
EL: VARIES
ACOUSTIC CEILING PANEL
6" EXTRUDED ALUMINUM PERIMETER TRIM. COORDINATE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
REF. TO RCP
45 DEG. SPLAY WIREBRACING IN PLANE OF MAIN
RUNNERS. ALL WIRESATTACHED TO MAIN RUNNER.
4 DIRECTIONS.
#12 GA. VERTICAL HANGERWIRE @ 4'-0" O.C.
3 TURNS MIN.IN 1/2", TYP.
MAIN RUNNERCROSS RUNNER
SPLICE
45.0
0° M
AX
45.00
° MAX
45.00° MAX45.00° M
AX
2"MAX
UNDERSIDE OF ROOF DECK
MIN.6"
5/8" G.W.B.
3 1/2" MTL STUD FRAMING, TYP.
ACOUSTIC PANEL CEILING
& GRID, TYP.
SUSPENSION WIRE , TYP.
LEVEL 324' - 0"
5/8" G.W.B.
3 1/2" MTL STUD FRAMING, TYP.
MAX
STUD
SP A
CING
, TYP
.16
"
ATTACH STUD FRAMING TO
UNDERSIDE OF ROOF DECK, TYP.
ECG1
PGB1
EXPOSED PORTION OF ROOF DECK AND METAL JOISTS TO BE PAINTED,
COLOR TBD
8' - 0"
9' - 6"
5/8" G.W.B., PAINTED RETURN TO MATCH
PGB1
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A2.0
REFLECTED CEILING PLAN
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/4" = 1'-0"A2.01 LEVEL 2 RCP
1 1/2" = 1'-0"A2.04 TYP. ACOUSTIC CEILING EDGE DETAIL
1 1/2" = 1'-0"A2.05 TYP. CLOUD TRIM DETAIL
1 1/2" = 1'-0"A2.06 TYP. SEISMIC CEILING DETAIL
1 1/2" = 1'-0"A2.02 TYP. GWB SOFFIT DETAIL 1
1 1/2" = 1'-0"A2.03 TYP. GWB SOFFIT DETAIL 2
Revisions
4' - 0
"2'
- 10"
3'-2" V.I.F. 4' - 0" 14' - 0" 4' - 0"
WHITE BOARD W/ MAPRAIL & MARKER
LEDGE, TYP.
TACKBOARDTYP.
TACKBOARDTYP.
CENTER PROJECTOR POWER AND DATA IN CEILING ON WHITEBOARD, TYP.
ALTERNATE #2: FUME HOOD
A
TD1: TEACHER DESK/ WORKSTATION13' - 4 3/4" V.I.F.
NEW DISPLAY MONITOR BY OWNER
2' - 1
0"4'
- 0"
4' - 0"
TACKBOARDTYP.
EQ EQ
NEW EMERGENCY EYE WASH STATION
EXISTING RADIENT BASEBOARD HEATING TO REMAIN
4' - 1
0"
NEW DISPLAY MONITORS BY OWNER
EXISTING WINDOWS TO REMAIN, TYP.
EXISTING WINDOWS TO REMAIN, TYP.
2' - 1
0"4'
- 0"
4' - 0" 14' - 0" 4' - 0"
WHITEBOARD W/ MAPRAIL, & MARKER
LEDGE TYP.
TACKBOARD, TYP.
TACKBOARD, TYP.
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A3.0
INTERIOR ELEVATIONS
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/4" = 1'-0"A3.01 LAB 202 ELEVATION A
1/4" = 1'-0"A3.02 LAB 202 ELEVATION B
1/4" = 1'-0"A3.03 LAB 202 ELEVATION C
1/4" = 1'-0"A3.04 LAB 202 ELEVATION D
1/4" = 1'-0"A3.05 SCIENCE LAB 201 ELEVATION A
Revisions
30" x 27" KNEE
CLEARANCE
30" x 27" KNEE
CLEARANCE
15"30"30"15"30"30"15"31"31"15"30"15"15"30"30"30"1 1/4"
4"33
7/8"
1 3/8"
A01
A03
A01
A11
A05A01
A04
A09
A09
A07
A10
A10A10
A05
A05A03
A01
A10
A11
A11
A08
8 3/4" 19"
28"
40"
EQEQ
1A4.1
Sim3
A4.1
Sim4
A4.1
Sim7A4.1
Sim
A18A17
A18A17
30"30"15"30"2"
30"30"15"30"2"
34"
4"16
"30
"
21"3"
4"5"
31"
A07
A09
A10
84"
54"
30"
A01
A01
A01
A01
A03
A10
A01
A11
107"
A08
1A4.1
Sim3
A4.1
Sim
9A4.1
Sim2
A4.1
Sim
34 1/
8"4"
A07
A03
A06A01
A09
A11
A10
A10
1A4.1
Sim7
A4.1
Sim33" 31"
CABINET PRODUCT INFORMATION
1. WOOD CABINETS: BASIS OF DESIGN - PRODUCT: KEWAUNEE SCIENTIFIC CORPORATION; LABORATORY PRODUCTS GROUP OR EQUAL - MODEL: SIGNATURE SERIES - DESIGN: STYLE 5 (FLUSH OVERLAY WITH 1/8" REVEAL BETWEEN ADJACENT DOORS AND DRAWERS) - HARDWARE: GENERALLY PROVIDE HEAVY DUTY HARDWARE. PULLS: SQUARE ALUMINUM PULLS (OPTION 8)
HINGES: STAINLESS STEEL FIVE KNUCKLE (OPTION 0)
CATCHES: MAGNETIC CATCHES
SLIDES: SIDE MOUNTED, EPOXY COATED STEEL, HEAVY DUTY GRADE 1HD-100 AND GRADE 1HD-200): FULL EXTENSION, BALL BEARING TYPE.
LABEL HOLDERS: BASIS OF DESIGN - DOUG MOCKETT & COMPANY, INC.; CF1-94.
LOCKS: PIN TUMBLER LOCKS, KEYED ALIKE THROUGHOUT ENTIRE CLASSROOM. PROVIDE 2 SETS OF MASTER KEYS
ADJUSTABLE SHELF SUPPORT PINS: PROVIDE STANDARD ADJUSTABLE SHELF PINS AS NOTED.
- FINISH: TO BE SELECTED FROM MANUFACTURERS FULL RANGE OF STANDARD COLORS
2. EPOXY COUNTER TOPS: - PRODUCT: TOTAL LAB SOLUTIONS; DURATOP OR EQUAL - COLOR: BLACK - GENERAL REQUIREMENTS: PROVIDE UNITS WITH SMOOTH SURFACES IN UNIFORM PLANE, FREE OF DEFECTS. MAKE EXPOSED EDGES AND CORNERS STRAIGHT AND UNIFORMLY BEVELED. PROVIDE 1 INCH OVERHANG WITH CONTINUOUS DRIP GROOVE ON UNDERSIDE 1/2" FROM THE EDGE. FABRICATE WITH FACTORY CUTOUTS FOR SINKS, HOLES FOR SERVICE FITTINGS AND ACCESSORIES, AND WITH BUTT JOINTS ASSEMBLED WITH EPOXY ADHESIVE AND CONCEILED METAL SPLINES.
3. EPOXY SINKS: - EPS-1: STUDENT SINK (ADA): DURCON MODEL A25: INSIDE DIMENSION OF 18"X15"X5" DEEP WITH CORNER DRAIN. - EPS-2: STUDENT SINK (STANDARD): DURCON MODEL D25: INSIDE DIMENSION OF 18"X15"X7.9" DEEP, WITH CORNER DRAIN. - EPS-3: TEACHER STATION (ADA): DURCON MODEL A07: INSIDE DIMENSION OF 14"X14"X5" DEEP WITH CORNER DRAIN. - FABRICATION: MOLDED IN ONE PIECE WITH SMOOTH SURFACES; COVED CORNERS, AND BOTTOM SLOPED OUTLET 1/2" MIN. THICKNESS. A. PROVIDE WITH POLYPROPYLENE STRAINERS AND TAILPIECES B. PROVIDE INTEGRAL SINKS IN EPOXY COUNTERTOPS, BONDED TO COUNTERTOPS WITH INVISIBLE JOINT LINE.
4. LABORATORY ACCESSORIES: - PEGBOARDS: EPOXY PEGBOARDS, BASIS OF DESIGN TOTAL LAB SOLUTIONS; DURATOP EPOXY LAB PEG BOARD, REFER TO ARCHITECTURAL DETAILS FOR SIZES. - SAFETY GOGGLE SANITIZING CABINET: BASIS OF DESIGN - FLINN SCIENTIFIC INC.; GOGGLE STORAGE CENTER, WITH A CAPACITY OF NOT LESS THAN 24.
5. WATER AND LABORATORY GAS SERVICE FITTINGS: - MANUFACTURER: WATERSAVER FAUCET CO. OR EQUAL - FAUCET AND GAS FITTINGS REQUIRED AT LAB STATIONS AT LOCATIONS WHERE MEP CONNECTIONS ARE INDICATED ON THE MEP DRAWINGS, TYP. - ADA SINK LOCATIONS TO HAVE WRISTBLADE LEAVER HANDLES, TYP.
76"32"
30" x 27" KNEE
CLEARANCE
30" x 27" KNEE
CLEARANCE
30"15"31"31"15"30"15"
84"
29 3/
4"54
1/4"
34"
1 1/2"
32 1/
2"
A01
A01
A03
A05
A09
A07
A04
A01
3A4.1
Sim4
A4.1
Sim 7A4.1
Sim
2A4.1
Sim
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A4.0
MILLWORK ELEVATIONS &DETAILS
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/2" = 1'-0"A4.01 SCIENCE LAB 202 - CASEWORK ELEVATION 1
1/2" = 1'-0"A4.02 PREP ROOM MILLWORK ELEVATION 1
1/2" = 1'-0"A4.03 PREP ROOM MILLWORK ELEVATION 2
KEYNOTE LEGENDKey Value Keynote Text
A01 WOOD LABORATORY CABINETS, TYP.A03 EPOXY RESIN COUNTER TOPA04 ADA - STUDENT EPOXY RESIN SINKA05 STANDARD - STUDENT EPOXY RESIN SINKA06 ADA - TEACHER EPOXY RESIN SINKA07 EPOXY PEGBOARD W/ REMOVABLE 3/8" PEGS &
STAINLESS STEEL DRIP THROUGHS & DRAINOUTLET
A08 SAFETY GOGGLE SANITIZING CABINET; BASISOF DESIGN FLINN SCIENTIFIC INC.; GOGGLESTORAGE CENTER
A09 ADA COMPLIANT WOOD SINK APRONA10 FINISHED CABINET END PANELA11 4" HIGH EPOXY RESIN BACKSPLASH, TYP.A17 PAINTED WIRE MOLD TO ENCLOSE REQUIRED
WIRING TO DISPLAY MONITORSA18 33" FLAT SCREEN DISPLAY MONITORS,
PROVIDED BY OWNER
1/2" = 1'-0"A4.04 SCIENCE LAB 201 - CASEWORK ELEVATION 1
Revisions
EP1 - EPOXY COUNNTER TOP 1-1/2" THICK COUNTERTOP (3/4" SLAB) WITH BEVEL SQUARE EDGE
EP1 - EPOXY BACKSPLASH, TYP.
CABINET HARDWARE: TBD
WOOD TOEKICK TO MATCH CABINET FINISH
BLOCKING, TYPICAL
ADJUSTABLE WOOD SHELVES, FINISHED ALL SIDES
ROLLING WOOD DRAWER, LOCKABLE
PL1 - PLASTIC LAMINATE CABINETS, TYP.
36"
4"
3"
4"
1 1/2"
25"
EP1 - EPOXY COUNTER TOP 1-1/2" THICK (3/4" SLAB) WITH BEVEL SQUARE EDGE, REFER TO FINISH SCHEDULE
EP1 - EPOXY BACKSPLASH, TYP.
CABINET HARDWARE: TBD
WOOD TOEKICK TO MATCH CABINET FINISH
BLOCKING, TYPICAL
PL1 - PLASTIC LAMINATE CABINETS, TYP.
36"
4"
ROLLING FILE DRAWER
ROLLING WOOD DRAWER, LOCKABLE, TYPICAL
1 1/2"
3"
4"
25"
34"
4"
COUNTERTOP SUPPORT BRACKET
EP1 - 4" HIGH EPOXY BACKSPLASH, TYP.
5" SINK SKIRT TO MATCH CABINET MATERIAL & FINISH
WOOD WALL CLEAT, PAINTED TO MATCH WALL
EP1 - EPOXY COUNTERTOP WITH BEVELED EDGE, TYP.
SOLID 3/4" BACK PANEL, WITH VENTED TOE SPACE, TYP.
4"
EXISTING RADIANT BASE BOARD HEATER, TO REMAIN, CASEWORK TO BE INSTALLED UP AGAINST SYSTEM IF LOCATED ON AN EXTERIOR WALL. REF. TO PLANS, TYP.
PL1 - PLASTIC LAMINATECABINETS, TYP.
5" 1" 25"
ADA COMPLIANT EPOXY SINK, TYP.
EP1 - 4" EPOXY BACKSPLASH & COUNTER TOP, TYP.
5" WOOD APRON TO MATCH CABINET FINISH, TYP.
WOOD CLEAT34"
4"
5" 1" 25"
EXPOSED SINK TRAP TO BE WRAPPED, TYP.
SOLID 3/4" BACK PANEL, WITH VENTED TOE SPACE, TYP.
MIN.4"
EXISTING RADIANT BASE BOARD HEATER TO REMAIN. CASEWORK TO BE INSTALLED UP AGAINST SYSTEM IF LOCATED ON AN EXTERIOR WALL. REF. TO PLANS, TYP.
PL1 - PLASTIC LAMINATECABINETS, TYP.
WOOD TOEKICK TO MATCH CABINET FINISH
BLOCKING, TYPICAL
LOCKABLE, PL1 - PLASTIC LAMINATE CABINETS
ADJUSTABLE WOOD SHELVES, FINISHED ALL SIDES
4"
3"
CABINETS HARDWARE, REFER TO FINISH SCHEDULE
84"
24"SOFFIT WITH RECESSED LIGHTING, REFER TO RCP'S
CABINET HARDWARE: TBD
BLOCKING, TYPICAL
ADJUSTABLE WOOD SHELVES, FINISHED ALL SIDES
PL1 - PLASTIC LAMINATE CABINETS, TYP.
30"
12"
36"
1"
PHYSICS BAR
EPOXY COUNTERTOP, TYP.
31"
WOOD TOEKICK TO MATCH CABINET FINISH
WOOD FINISH TO MATCH NEW CABINETS
WOOD SHELVES, FINISHED ALL SIDES
36"
4"
3"
28 1/4" V.I.F.
31"
1"1"
COMPUTER MONITOR MOUNT
1" EPOXY COUNTERTOP. TYP.
WOOD FINISH TO MATCH NEW CABINETS
59" V.I.F.
1"
PHYSICS BAR
POWER DATA RECEPTACLE
WORK STATION
WOOD TOEKICK TO MATCH CABINET
FINISH
CABINET HARDWARE: REFER TO FINISH
SCHEDULE
1" EPOXY COUNTERTOP, TYP.
29 1/2" V.I.F.
36"
4"1"
WOOD TOEKICK TO MATCH CABINET FINISH
CABINET HARDWARE: REFER TO FINISH SCHEDULE
1" EPOXY COUNTERTOP, TYP.
WOOD FINISH TO MATCH NEW CABINETS
CABINET HARDWARE, REFER TO FINISH SCHEDULE
DUCTED FLOW FUME CUPBOARD
WOOD TOEKICK TO MATCH CABINET FINISH
ALTERNATE #2: FUME HOOD
2A4.1
Sim2
A4.1
Sim
24" 24"
84"
84"
195 Scott Swamp RoadFarmington, CT 06032
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A4.1
MILLWORK ELEVATIONS &DETAILS
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1" = 1'-0"A4.11 36" BASE CABINET
1" = 1'-0"A4.13 36"' BASE CABINET W/ DRAWERS
1" = 1'-0"A4.14 ACCESIBLE WORKSPACE
1" = 1'-0"A4.17 ACCESSIBLE SINK SECTION
1" = 1'-0"A4.12 TALL CABINET
1" = 1'-0"A4.19 UPPER CABINET
1" = 1'-0"A4.111 TD1 ELEVATION A
1" = 1'-0"A4.110 TD1 ELEVATION B
1" = 1'-0"A4.16 TD1 ELEVATION C
1" = 1'-0"A4.18 TD1 ELEVATION D
1" = 1'-0"A4.15 Elevation 3 - c
Revisions
REINF. MASONRY LINTEL. REF. STRUCTURAL
CMU WALL
H.M. DOOR FRAME
DOOR AS SCHEDULED
SEALANT BOTH SIDES, TYP.
GWB ON MTL. STUD FRAMING
MTL STUD HEAD TRACK
H.M. DOOR FRAME
DOOR AS SCHEDULED
SEALANT BOTH SIDES, TYP.
NOTE: PROVIDE MANUFACTURER'S
RECOMENDED HEAD REINFORCING FOR DOORS OVER 3'-0"
WIDE. PROVIDE MINIMUM DOUBLE
CHANNEL.
WALL TYPES
SEE
CMU WALL
H.M. DOOR FRAME
DOOR AS SCHEDULED
GALV. JAMB ANCHORS - 3 PER JAMB, TYP.
SEALANT BOTH SIDES, TYP.
GWB ON MTL. STUD FRAMING
DOUBLE STUD JAMB
H.M. DOOR FRAME
DOOR AS SCHEDULED
JAMB ANCHORS - 3 PER JAMB, TYP.
SEALANT BOTH SIDES, TYP.
WALL TYPES
SEE
HM-1 HM-2
7' -
0"2"
7' -
2"
2" 3' - 0" 2"
7' -
0"4"
7' -
4"
2" 3' - 0" 2"
3' - 0"
7' -
0"
3' - 0"
7' -
0"
2' -
0"3'
- 7"
4" 6 1/2"
TYPE A TYPE B
GL-33' - 5"
2 1/2" 3' - 0" 2 1/2"
2 1/
2"4'
- 0"
2 1/
2"
4' -
5"
TYPE A
GL-3
PTD. HM FRAME
TYPE THICKNESS DESCRIPTION
GL-3 1/4" FULLY TEMPERED FLOAT GLAZING
GLAZING TYPE LEGEND(FOR REFERENCE ONLY, REFER TO SPEC.)
DOOR HARDWARE SETSSET #01 - SINGLE WITH CLASSROOM LOCK - INSWING
3 HINGES CB168 SERIES AS SPECIFIED US26D ST1 CLASSROOM LOCK 45H-7R14H 626 BE1 DOOR CLOSER QDC111 BF R 689 SH1 KICKPLATE KO050 8"X 2" LDW B4E CSK 630 TR1 SMOKE SEAL 5020 CL (HEAD & JAMBS) NA3 DOOR SILENCERS 1229A GREY TR
SET #02 - SINGLE WITH PASSAGE SET3 HINGES CB168 SERIES AS SPECIFIED US26D ST1 PASSAGE SET 45H-0N14H 626 BE3 DOOR SILENCERS 1229A GREY TR
SET #03 - SINGLE WITH STOREROOM LOCK3 HINGES CB168 SERIES AS SPECIFIED US26D ST1 STOREROOM LOCK 45H-7D14H 626 BE3 DOOR SILENCERS 1229A GREY TR
*BASIS OF DESIGN MANUFACTURER: CORBIN RUSSWIN
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A5.0
DOORS & WINDOWS
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT1 1/2" = 1'-0"A5.03 HEAD DETAIL - H-2
1 1/2" = 1'-0"A5.04 HEAD DETAIL - H-1
1 1/2" = 1'-0"A5.01 JAMB DETAIL - J-2
1 1/2" = 1'-0"A5.02 JAMB DETAIL - J-1
DOOR SCHEDULE
DO
OR
#
RO
OM
#
RO
OM
NAM
E DOOR
Thickness
DOOR
Door Finish
HARDWARE FRAME
Finish
FRAME RATING
COMMENTSWID
TH
HEI
GH
T
MAT
ERIA
L
TYPE
SET
#
MAT
ERIA
L
TYPE
HEA
D
JAM
B
SILL
UL
201A
201A STG. RM. 3' - 0" 7' - 0" WD 1 3/4" A CLEAR 1 HM HM-1 PTD H-1 J-1 20MIN.
202A
202 SCIENCE LABROOM
3' - 0" 7' - 0" WD 1 3/4" B CLEAR 3 HM HM-1 PTD H-1 J-1
202B
202 SCIENCE LABROOM
3' - 0" 7' - 0" WD 1 3/4" A CLEAR 2 HM HM-2 PTD H-2 J-2 20MIN.
202C
202A PREP ROOM 3' - 0" 7' - 0" WD 1 3/4" A CLEAR 3 HM HM-1 PTD H-1 J-1
202D
202 SCIENCE LABROOM
3' - 0" 7' - 0" WD 1 3/4" A CLEAR 3 HM HM-1 PTD H-1 J-1
1/2" = 1'-0"A5.06 FRAME TYPES
1/2" = 1'-0"A5.05 DOOR TYPES
1/2" = 1'-0"A5.07 WINDOW TYPES
Revisions
STG. RM.201A PREP ROOM
202ASTG. RM.
202B
SCIENCE LABROOM
202SCIENCE
CLASSROOM201
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
JAN. CL.200A
6' - 5" 6' - 6"
ALIGN
EP1 - 4" EPOXY BACKSPLASH & COUNTER TOP, TYP.
PL1 - PLASTIC LAMINATE
VCT1
VCT3
VCT2
VCT4
VCT4
VCT4
P2 - PAINTED ACCENT WALL -FULL HT. & WIDTH
P3 - PAINTED ACCENT WALL - FULL HT. & WIDTH
45°
45°
10' -
4 1/4"
135°
105°
VCT3
VCT1
VCT2
45°
FINISH LEGENDDESCRIPTIONCODE LOCATION
WALLS
P1 Interior Latex, Benjamin Moore Color: Winter Solstice. Low VOC
General walls
PAINT
RESILIENT BASE
RB1 General
FLOORS
VCT1 Classroom -Teacher Station Area
MISC.
EP1 Classroom Countertops
Roppe Wall Base, 100 Black, Type TS, 4" High
Six Degree Flooring Surfaces. Compass Vinyl Tile, 18" x 18" x 3mm thickness, 28 mil wear layer. Finish: Embossed. Color: CT205-C08 Pittsburgh
Kewaunee, Epoxy Resin Worksurface, 1" thick, Black
P2 Interior Latex, Benjamin Moore Color: Cactus Green. Low VOC
Accent wall
P3 Interior Latex, Benjamin Moore Color: Baby Fern. Low VOC
Accent Wall
P4 Interior Latex, Benjamin Moore Color: Midnight Dream. Low VOC
Trims
RS1ALTERNATE
Classroom Exterior Windows
Mecho Shades System, Roller shades: 1550 Series, +/- 3% Openess Factor, Shade Cloth: Eco Veil 100% Thermoplastic Olefin, 100" wide, clutch chain operated. 1569 Silver Birch
VCT2 Classroom Six Degree Flooring Surfaces. Compass Vinyl Tile, 18" x 18" x 3mm thickness, 28 mil wear layer. Finish: Embossed. Color: CT205-C33 Green Bay
VCT3 Classroom Six Degree Flooring Surfaces. Compass Vinyl Tile, 18" x 18" x 3mm thickness, 28 mil wear layer. Finish: Embossed. Color: CT205-C32 San Diego
VCT4 Prep Room, Storage Rooms
Six Degree Flooring Surfaces. Compass Vinyl Tile, 18" x 18" x 3mm thickness, 28 mil wear layer. Finish: Embossed. Color: CT205-C31 Des Moines
PL1 Classroom receiving new casework
Phenolic backed decorative laminate, 4' x 8' and 4' x 10' sheet sizes. .9mm thick. Horizontal grade. Finish: Fusion Maple 7909-60, Matte
STG. RM.201A PREP ROOM
202A STG. RM.202B
SCIENCE LABROOM
202SCIENCECLASSROOM
201
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
JAN. CL.200A
VCT4
VCT4
EXISTING FLOORING TO REMAIN
BASE BID SCOPE OF WORK
PATCH AND REPAIR EXISTING FLOOR DUE TO NEW WALL CONSTRUCTION
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit
Loca
l\Pre
ston
Pla
ins
Mid
dle
Scho
ol L
abs_
CEN
TRAL
MO
DEL
_cco
llier.r
vt1/
27/2
020
2:17
:27
PM
A6.0
FINISH FLOOR PLANS
CONSTRUCTION DOCUMENTSJANUARY 24, 2019
1927
PRESTONPLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCELABORATORIES AT:
PRESTON, CT
1/4" = 1'-0"A6.01 LEVEL 2 - FINISH FLOOR PLAN
1/8" = 1'-0"A6.02 ALT #3 LEVEL 2 - FINISH FLOOR PLAN
Revisions
PARTIAL ROOF FRAMING PLAN
1
SCALE:1/4"=1'-0"
S1.1
78910111215
16
17
18
19
20
REF.
PEF-1
FEF-1
DOAS-1
NOTES:
1. TEMPORARILY SHORE UNDERSIDE OF EXISTING METAL ROOF DECK UNDER THE PROPOSED
LOCATION OF DOAS-1
2. REMOVE THREE (3) EXISTING 8H2 OPEN WELD STEEL JOISTS.
3. INSTALL THREE (S) NEW W8x13 BEAMS, REPLACING THE REMOVED 8H2 JOISTS.
4. INSTALL NEW ANGLE REINFORCEMENT AT ALL LOCATIONS INDICATED. COORDINATE EXACT
LOCATION WITH MECHANICAL CONTRACTOR.
5. CUT NEW ROOF OPENINGS ONLY AFTER NEW STEEL IS PROPERLY INSTALLED.
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6E
X. 8
H2
EX
. 1
8H
6N
EW
W
8x1
3
EX
. 1
8H
6N
EW
W
8x1
3
EX
. 1
8H
6N
EW
W
8x1
3
EX
. 1
8H
6E
X. 8
H2
EX. 10WF21
EX. 10WF21
EX. 10WF21
(SEE "TYPICAL ROOF
OPENING FRAME DETAIL")
S1.1
1
(TYP.)
L5x5x5/16"LLV L5x5x5/16"LLV
L5x5x5/16"LLV L5x5x5/16"LLV
(SEE "TYPICAL ROOF
OPENING FRAME DETAIL")
S1.1
2
S1.1
2
ALTERNATE #2
BOTTOM CHORD OF EXIST'G. JOIST
OF JOIST- WELD TO TOP AND
NEW L-2"x2"x 3/16" BOTH SIDES
LOAD FROM NEW MECH'L. UNITS
LOCATION OF CONCENTRATED
TYPICAL REINFORCING DETAIL OF EXISTING STEEL
JOIST @ CONCENTRATED LOAD LOCATION
NOT TO SCALE
SIZE SEE PLAN
STEEL JOIST- FOR
6"
MAX.
TYPICAL ROOF OPENING FRAME DETAIL
STEEL JOIST AND/OR
BEAM -SEE PLAN
VERIFY IN FIELD
COORDINATE WITH ARCHT.
AND MECH. DWGS.
SIDES OF OPENING
L-5"x 3" x 5/16" BOTH
SIDES OF OPENING
L-5"x 3"x 5/16" EACH
NOT TO SCALE
3/8" CLIP L- WELD
ALL AROUND
BEAM -SEE PLAN
STEEL JOIST AND/OR
FOR SIZE
FOR SIZE
LOCATION OF NEAREST
BOTTOM CHORD PANEL POINT
CENTERLINE OF
STEEL JOISTS
CENTERLINE OF
STEEL JOISTS
1. THE G.C. SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND
CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO ANY FABRICATION AND
INSTALLATION OF ANY NEW MATERIALS. IF ANY DISCREPANCIES ARE FOUND
BETWEEN ACTUAL CONDITIONS AND THESE DRAWINGS NOTIFY ARCHITECT
AND/OR ENGINEER FOR FURTHER INSTRUCTIONS.
F. DIMENSIONS:
E. STRUCTURAL STEEL:
D. CONSTRUCTION:
C. MATERIALS:
B. DESIGN DATA:
A. CODES AND STANDARDS:
"STRUCTURAL DESIGN DATA AND GENERAL NOTES"
a. PROVIDE ACCESS FOR INSPECTIONS OF ALL SHOP AND FIELD
CONNECTIONS FOR PROPER MATERIALS AND WORKMANSHIP.
b. THE GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF
ANY FABRICATION OR ERECTION ERRORS OR DEVIATIONS AND RECEIVE
WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS ARE MADE.
c. THE FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR THE DESIGN OF
TEMPORARY BRACING AND RECOMMENDED ERECTION PROCEDURES.
d. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION
ERRORS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.
1. GENERAL:
1. THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS
WITHIN, SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL
AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT. USE THE LATEST
EDITIONS UNLESS NOTED OTHERWISE.
a. 2018 CONNECTICUT STATE BUILDING CODE AND AMENDMENTS
b. "2015 INTERNATIONAL BUILDING CODE"
c. "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN",
THIRTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION.
1. SNOW LOAD
a. GROUND SNOW LOAD: 30 PSF
b. SNOW IMPORTANCE FACTOR (Is): 1.0
2. LATERAL LOADS - WIND
a. ULTIMATE DESIGN WIND SPEEDS (Vult) = 135 MPH
b. BUILDING CATEGORY: II
1. THE FOLLOWING ASTM STANDARDS AND DESIGN STRESSES SHALL
BE USED FOR THE APPROPRIATE MATERIALS USED IN
CONSTRUCTION OF THIS PROJECT.
2. STEEL:
a. WIDE FLANGE STEEL BEAMS ASTM A992
b. STRUCTURAL SHAPES & PLATES ASTM A36
1. GENERAL:
a. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE
CONSTRUCTION LOADS AND TO PROVIDE PROPERLY DESIGNED FORMWORK,
STAGINGS, BRACING, SHEETING, SHORING, ETC.
b. IMPLEMENTING JOB SAFETY, CONSTRUCTION PROCEDURES AND TEMPORARY
SHORING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
SECTION
1
SCALE:3/4"=1'-0"
S1.1
EXISTING METAL ROOF DECK
EXISTING 18H OPEN
WEB STEEL JOISTS.
NEW L4x4x1/4x0'-3" LONG CLIP
ANGLE, EACH SIDE, BOLTED (3/4"Ø
A325 BOLT) OR WELDED TO NEW W8,
WELDED TO EXISTING W10 GIRDER.
EXISTING W10 (V.I.F.) GIRDER
(NOTE: SIMILAR DETAIL AT COLUMN LOCATIONS, SEE 2/S1.1)
2 1/2" (V.I.F.)
NEW W8x13 BEAM (INSTALLED
TIGHT TO UNDERSIDE OF
EXISTING METAL ROOF DECK.)
SECTION
2
SCALE:3/4"=1'-0"
S1.1
C
COL.
L
EXISTING METAL ROOF DECK
EXISTING COLUMN
NEW L4x4x1/4x0'-3" LONG CLIP
ANGLE, EACH SIDE, BOLTED (3/4"Ø
A325 BOLT) OR WELDED TO NEW W8,
WELDED TO EXISTING W10 GIRDER.
(CUT CLIP ANGLES AS REQUIRED.)
3/16"
TYP.
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit Local\P
reston P
lains M
iddle S
chool Labs_C
EN
TR
AL M
OD
EL_ccollier.rvt
1/17/2020 2:43:31 P
M
CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
S1.1
PARTIAL ROOF
FRAMING PLAN
678910111215
16
17
18
19
20
MECHANICAL DEMOLITION FLOOR PLAN
1
SCALE:1/4"=1'-0"
MD1.1
AD
FD
AD
FD
FD
T
T
REBALANCE EXISTING ROOF
EXHAUST FAN TO PROVIDE 3,100 CFM.
REMOVE EXISTING
DUCTWORK. CAP
OPENING IN EXISTING
DUCTWORK TO REMAIN.
100 CFM
RC
RC
CAREFULLY REMOVE A/C UNIT
REMOTE CONTROLLER AND STORE
FOR REINSTALLATION (TYP. 2)
CAREFULLY REMOVE EXISTING
PNEUMATIC THERMOSTAT AND
STORE FOR REINSTALLATION.
EXISTING 2" LOW PRESSURE
STEAM PIPING ABOVE CEILING.
REMOVE EXISTING UNIT VENTILATOR
AND ASSOCIATED PIPING AND
CONTROLS. CAP OUTSIDE AIR DUCT.
EXISTING DUCTLESS SPLIT A/C UNIT TO REMAIN.
EXISTING PNEUMATIC
THERMOSTAT TO REMAIN.
CAP EXHAUST DUCT TO REMAIN.
LABORATORY - 1
LABORATORY - 2
LABORATORY
STORAGE
STORAGE
CORRIDOR
CUST.
LEGEND
EXISTING TO REMAIN
EXISTING TO BE REMOVED
EXISTING DUCTLESS SPLIT A/C UNIT TO REMAIN.
REMOVE EXISTING UNIT VENTILATOR
AND ASSOCIATED PIPING (BASE BID).
EXISTING UNIT VENTILATOR AND
ASSOCIATED PIPING TO REMAIN
(DEDUCT ALTERNATE #3).
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit Lo
cal\P
reston P
lain
s M
id
dle S
chool La
bs_C
EN
TR
AL M
OD
EL_ccollie
r.rvt
1/1
7/2
02
0 2
:4
3:3
1 P
M
CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
MD1.1
MECHANICAL DEMOLITION
FLOOR PLAN
MECHANICAL FLOOR PLAN
1
SCALE:1/4"=1'-0"
M1.1
78910111215
16
17
18
19
20
REF.
STG. RM.
201A
PREP ROOM
202A STG. RM.
202B
SCIENCE LAB
ROOM
202
SCIENCE
CLASSROOM
201
JAN. CL.
200A
AD
FD
FD
T
EXISTING FINNED-TUBE RADIATION
ENCLOSURE TO REMAIN.
REMOVE EXISTING FINNED-TUBE RADIATION
ENCLOSURE BEHIND NEW MILLWORK.
MODIFY FINNED ELEMENT TO ALLOW
PIPE TO PASS THROUGH RATED
PARTITION AND BE FIRE-STOPPED.
PROVIDE ENCLOSURE END TRIM
WHERE ABUTS NEW WALL.
PROVIDE ENCLOSURE END TRIM
WHERE ABUTS MILLWORK.
EXISTING FINNED-TUBE RADIATION
ENCLOSURE TO REMAIN.
FSD
B-515
22x22
B-515
22x22
FD FD
A-165
9x9
A-165
9x9
VD
VD
VD
PEF-1
(ON
ROOF)
12x6 DUCT DOWN TO 6" AFF. PROVIDE
ONE TYPE B1 GRILLE WITHIN 12" OFF
FLOOR AND ONE 10x6 TYPE B1 GRILLE
WITHIN 12" OF CEILING.
T
RC
NEW LOCATION OF EXISTING PNEUMATIC
THERMOSTAT, PROVIDE NEW PNEUMATIC
TUBING TO CONNECT TO EXSITING.
NEW LOCATION OF A/C UNIT REMOTE
CONTROLLER (TYP. OF 2)
FEF-1
(ON
ROOF)
12"Ø STAINLESS STEEL
EXHAUST DUCT.
FD
VD
VD
FD
B-25
6x6
B-25
6x6
VD
VD
A-165
9x9
A-165
9x9
FD
VD
FD
A-135
9x9
A-135
9x9
FD
FD
VD
VD
FD
VD
FD
VD
A-135
9x9
A-135
9x9
PROVIDE 1" THICK
ACOUSTIC DUCT LINER.
DOAS-1 (ON ROOF)
PROVIDE 1" THICK
ACOUSTIC DUCT LINER.
DYNAMIC RATED UL555 1-1/2 HR
RATED FIRE DAMPER (TYP.)
OPEN ENDED DUCT ABOVE CEILING.
LP
C
LP
S
2" LOW PRESSURE STEAM AND
3/4" CONDENSATE PIPING.
LP
C
LP
S
UL555 1-1/2 HR RATED
COMBINATION FIRE
SMOKE DAMPER.
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit Lo
cal\P
reston P
lain
s M
id
dle S
chool La
bs_C
EN
TR
AL M
OD
EL_ccollie
r.rvt
1/1
7/2
02
0 2
:4
3:3
1 P
M
CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
M1.1
MECHANICAL FLOOR PLAN
DIRTLEG
6" MIN.
BY-PASS
COND. RETURN
CHECK VALVE (TYPICAL)
F & T TRAP
UNION (TYPICAL)
STRAINER W/VALVE BLOWDOWN
VACUUM BREAKER
CONTROL VALVE
GATE VALVE (TYP.)
STEAM SUPPLY
(N.C.)
GLOBE VALVE
F
L
O
W
A
I
R
C
O
I
L
STRAINER W/VALVE BLOWDOWN
(TYP.)
TYPICAL STEAM COIL PIPING DIAGRAM
D
W
1-1/2W
DOUBLE THICKNESS
TURNING VANES
AIRFLOW
D1
D+D1
1" IN 7"
SLOPE
D
1"R
2"R
1" 1"
1"
1"
AIRFLOW
45°
SLOPE
1" IN 7"
1/4W,
4" MIN
W
AIRFLOW
45°
1/4W,
4" MIN
W
AIRFLOW
D1
D+D1
D
D
1-1/2W
W
AIRFLOW
NOT TO SCALE
DUCT DETAILS
LONG RADIUS TEE
SUPPLY DUCTS ONLY
LONG RADIUS TEE
RETURN DUCTS ONLY
TAKE-OFFS SUPPLY
DUCTS ONLY
TAKE-OFFS RETURN
DUCTS ONLY
TAKE-OFF SUPPLY
DUCTS ONLY
TYPICAL TURNING VANE
SUPPLY AND RETURN DUCTS
FULL RADIUS ELBOW SUPPLY
AND RETURN DUCTS
SQUARE ELBOW SUPPLY AND
RETURN DUCTS
NOT TO SCALE
MODEL SMD DIRECTIONAL DIFFUSER, LOUVERED FACE, 4-WAY THROW (UNLESS SHOWN OTHERWISE), 24X24 MODULE SIZE, LAY-IN BORDER, STEEL
CONSTRUCTION, WHITE FINISH. PROVIDE MODEL SR ADAPTER.
A -
MODEL 530 RETURN GRILLE, 45° FIXED LOUVERS, 3/4" BLADE SPACING, 24X24 MODULE SIZE, LAY-IN BORDER, STEEL CONSTRUCTION, WHITE FINISH.B -
(BASED ON PRICE)
GRILLES, DIFFUSERS AND REGISTERS SCHEDULE
MODEL 530 RETURN GRILLE, 45° FIXED LOUVERS, 3/4" BLADE SPACING PARALLEL TO LONG DIMENSION, SURFACE MOUNT BORDER, STEEL CONSTRUCTION,
WHITE FINISH.
B1 -
SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES AND CONSTRUCTION. SIZE AND CFM AS INDICATED ON MECHANICAL DRAWINGS.
TAG MODEL No.
FEF-1 VEKTOR-H-9
FAN
RPM
3,156
FUME EXHAUST FAN SCHEDULE
(BASED ON GREENHECK)
NOTES:
1. FAN SHALL BE BELT-DRIVEN WITH SPARK B CONSTRUCTION.
2. PROVIDE THE FOLLOWING OPTIONS AND ACCESSORIES:
CFM
1000
ESP
(IN WC)
1.1
NOZZLE
SIZE
(IN)
7
PLUME
HEIGHT
(FT)
3,70419
HP
1.5
RPM
3,600
VOLTS/ø
208/3
NOZZLE
VELOCITY
(FT/MIN)
MOTOR
A. COATED WITH LABCOAT, CONCRETE GRAY (ENTIRE UNIT)
B. NEMA 3R DISCONNECT SWITCH, MOUNTED AND WIRED
C. UL 705 - "POWER VENTILATORS" LISTED
D. EXTRUDED ALUMINUM, COATED, PARALLEL BLADE ISOLATION DAMPER MOUNTED IN ROOF CURB
E. 18" HIGH ROOF CURB
F. EXTENDED LUBE LINES
G. MOTOR COVER
H. PREMIUM EFFICIENT VFD RATED MOTOR.
I. SPARE BELT.
INLET
dBA
75
TAG MODELCFM
FRPMESP VOLTS/ø
PEF-1 CUE-090-VG 250 0.5
OPTIONSHP
1,2,3,4,51350 6.2 115/11/10
INLET
SONES
EXHAUST FAN SCHEDULE
(BASED ON GREENHECK)
STATIC
TOTAL
"WC
1200
FAN
CFM
EXHAUST
MODEL
DOAS-1
TAG
1200 1.0 1.0
CFM
FAN
SUPPLY
STATIC
(IN WG)
STATIC
EXT.
(IN WG)
EXT.
L.A.T.
DB/WB
COOLING PERFORMANCE
DX COIL DATA
FACE
1 PSIG ENTERING STEAM
STEAM COIL DATA
HEATING PERFORMANCE
E.A.T.
(°F) (°F)
L.A.T.
AREA
ROWS/
FPI
DB/WB
E.A.T.
(°F) (°F)
STATIC
TOTAL
"WC
2
SUPPLY FAN
MHP
FAN
RPM
FAN MOTOR(S) DATA
BHP
2 603208 44/60
VOLTS
EXHAUST FAN
RPM
FAN
BHP MHP HzPH
(BASED ON AAON)
RQ-006
MCA/
ELECTRICAL DATA
(MBH)
SENS.
(MBH)
TOTAL
OPTIONS
ROOFTOP UNIT SCHEDULE
EXHAUST AIREXHAUST AIR
DB/WB
SUMMER OPERATION
SUPPLY AIR
E.A.T.
(°F)
DB/WB
L.A.T.
DB/WB
E.A.T.
DB/WB
L.A.T.
SUPPLY AIR
ENERGY RECOVERY WHEEL PERFORMANCE
WINTER OPERATION
(MODEL#)
ERC-21080/-1.0 70/50
FAN FAN
SUPPLY EXHAUST
(°F) (°F) (°F)
DB/WB
E.A.T.
(°F)
DB/WB
L.A.T.
DB/WB
E.A.T.
DB/WB
L.A.T.
(°F) (°F) (°F)
ACOUSTIC DATA
63
DISCHARGE/RETURN SOUND POWER (dB)
86/83
125
85/81
250
87/78
500
83/73
1000
76/70
FT
2
FACE
AREA
FT
2
ROWS/
FPI
2000
73/68
4000
71/65
8000
66/59
MBH
L.A.T.
DB/WB
(°F)
MBH
HOT GAS
REHEAT
COIL
33.6/32.2 36.6/36.595/75 85.4/69.8 75/62 85.7/68.933.6 96.4 87.3 2.52 1/12 3.12 1908 1.2 1829 0.74
IEER
@
ARI
MOCP
HEIGHT
CURB
(IN.)
141 THRU 172.15
14.1
EER
@
ARI
11.670.0/59.5244/145.3
66.242.951.2/50.985.4/69.8
OPTIONS:
1. ENERGY RECOVERY WHEEL.
2. PREMIUM EFFICIENCY FAN MOTOR(S).
3. FACTORY INSTALLED AND WIRED VFD FOR
SUPPLY FAN.
4. FACTORY INSTALLED AND WIRED VFD FOR
RETURN/EXHAUST.
5. 2" PLEATED PRE-FILTER (MERV 7).
6. 4" PLEATED AFTER-FILTER (MERV 13) WITH
CLOGGED FILTER SWITCH.
7. 4" PLEATED OUTSIDE AIR FILTER (MERV 13) WITH
GLOGGED FILTER SWITCH.
8. DISCONNECT SWITCH (UNIT WIRED FOR SINGLE
POINT POWER CONNECTION) AND
FACTORY-WIRED 115V CONVENIENCE OUTLET.
9. ENERGY WHEEL DEFROST AND ROTATION
DETECTION CONTROLS.
10. FACTORY INSTALLED DDC CONTROLS,
COMPRESSOR SOUND BLANKET, DAMPERS AND
ACTUATORS.
11. MODULATING HOT GAS REHEAT.
12. VARIABLE CAPACITY SCROLL COMPRESSOR.
13. BYPASS DAMPER.
14. CABINET INTERIOR SHALL BE DOUBLE-WALL.
15. PROVIDE STAINLESS STEEL DRAIN PAN.
16. ECM CONDENSER FAN.
OPTIONS :
1. UL 705 LISTED "POWER VENTILATORS".
2. EC MOTOR WITH MOUNTED POTENTIOMETER DIAL.
3. NEMA 1 DISCONNECT SWITCH MOUNTED AND WIRED.
4. 18" HIGH ROOF CURB.
5. GRAVITY BACKDRAFT DAMPER.
ALTERNATE #2
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
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CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
M2.1
MECHANICAL SCHEDULES
AND DETAILS
MECHANICAL SPECIFICATIONS
GENERAL
1. WHEN A CONFLICT BETWEEN THE DRAWINGS, NOTES AND/OR SPECIFICATIONS
OCCUR, THE MORE STRINGENT, AND/OR LARGER QUANTITY AND/OR MORE
EXPENSIVE SHALL APPLY. THE REQUIREMENTS LISTED WITHIN NOTES OR
SPECIFICATIONS SHALL BE REQUIRED, PROVIDED AND INSTALLED WHETHER
SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT.
2. IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO PROVIDE FOR
FINISHED WORK, TESTED AND READY FOR OPERATION.
3. ITEMS AND SERVICES NOT SHOWN ON DRAWINGS OR SPECIFICATIONS BUT
REQUIRED TO RENDER THE WORK COMPLETE AND READY FOR OPERATION,
SHALL BE PROVIDED WITHOUT ADDITIONAL COST.
4. WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT
DOCUMENTS. PROVIDE MATERIALS, LABOR, EQUIPMENT AND SERVICES
NECESSARY TO FURNISH, DELIVER AND INSTALL ALL WORK AS REQUIRED BY JOB
CONDITIONS. WHERE A CONFLICT EXISTS BETWEEN THESE NOTES, THE DRAWINGS
AND THE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY.
5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE A GENERAL ARRANGEMENT OF
WORK AND ARE NOT TO BE CONSIDERED SUB-CONTRACTOR DOCUMENTS. IT IS
THE INTENT OF THESE DOCUMENTS TO INCLUDE THE PROVISION AND
INSTALLATION OF ALL NECESSARY WORK AND MATERIALS FOR COMPLETE,
OPERATIONAL AND CODE COMPLIANT SYSTEMS BY THE CONTRACTOR. GENERAL
DESIGN CONCEPTS INDICATED MUST BE FOLLOWED OR BETTERED. THE BID
SHALL INCLUDE OFFSETS, ADDITIONAL PIPING, VALVES AND EQUIPMENT AND
COMPONENTS AS REQUIRED TO MEET CONSTRUCTION CONDITIONS FOR PROPER
OPERATION. DO NOT SCALE DRAWINGS. CONSULT ARCHITECTURAL AND
STRUCTURAL DRAWINGS FOR SPACE CONDITIONS AND ADDITIONAL
REQUIREMENTS. DO NOT SCALE THE DRAWINGS.
6. PERFORM THE WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE
CONTRACT GENERAL CONDITIONS AND IN COORDINATION WITH ALL OTHER
TRADES. ALL WORK SHALL BE DONE IN CONFORMANCE AND PROVISIONS OF ALL
APPLICABLE LOCAL, STATE AND FEDERAL CODES AND LAWS.
CODES AND STANDARDS:
CONNECTICUT BUILDING CODE AND ALL SUPPLEMENTS
IBC 2015 INTERNATIONAL BUILDING CODE
IEBC 2015 INTERNATIONAL EXISTING BUILDING CODE
IMC 2015 INTERNATIONAL MECHANICAL CODE
IMP 2015 INTERNATIONAL PLUMBING CODE
IECC 2015 INTERNATIONAL ENERGY CONSERVATION CODE
NEC 2017 NATIONAL ELECTRICAL CODE / NFPA 70
NFPA NFPA-101 FIRE SAFETY CODE
ICC/ANSI A117.1-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
7. WORK SHALL INCLUDE ALL INCIDENTALS, LABOR, MATERIALS, EQUIPMENT,
APPLIANCES, SERVICES, HOISTING, SCAFFOLDING, SUPPORTS, TOOLS,
CONSUMABLE ITEMS, FEES, LICENSES, AND ADMINISTRATIVE TASKS REQUIRED
FOR A COMPLETE AND OPERATIONAL SYSTEM.
8. STORE MATERIALS INSIDE AND PROTECTED FROM DEBRIS, WEATHER AND
MOISTURE.
9. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS
RELATING TO THE WORK OF ALL DIVISIONS AND TRADES AND BECOME FULLY
FAMILIAR AND INFORMED AS TO THE EXTENT AND CHARACTER OF WORK
REQUIRED, AND ITS RELATIONSHIP TO THE REQUIREMENTS OF THIS DIVISION.
INCLUDE ALL SUCH REQUIREMENTS AS PART OF THIS MECHANICAL WORK.
10. BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE SITE, AND SHALL
BECOME THOROUGHLY FAMILIAR WITH ALL CONDITIONS UNDER WHICH THE WORK
WILL BE INSTALLED. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY
ASSUMPTIONS, OMISSIONS OR ERRORS MADE AS A RESULT OF FAILURE TO
BECOME FAMILIAR WITH THE SITE AND EXISTING BUILDING AND THE CONTRACT
DOCUMENTS.
PERMITS AND FEES
1. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS;
AND PAY ALL GOVERNMENT AND STATE SALES TAXES AND FEES WHERE
APPLICABLE, AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR
EXTENSIONS IN CONNECTION WITH THE WORK, FILE ALL NECESSARY DRAWINGS,
PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL
GOVERNMENTAL AND STATE DEPARTMENTS HAVING JURISDICTION, OBTAIN ALL
REQUIRED CERTIFICATES OF INSPECTIONS FOR HIS WORK, AND DELIVER A COPY
TO THE OWNER'S REPRESENTATIVE BEFORE REQUEST FOR ACCEPTANCE AND
FINAL PAYMENT FOR THE WORK. REFER TO THE SUPPLEMENTARY GENERAL
CONDITIONS FOR INFORMATION ON WAIVING OF PERMIT FEES.
ALTERATION WORK AND DEMOLITION
1. ALL EQUIPMENT, DUCTWORK, PIPING, CONTROL DEVICES ETC... TO BE REMOVED,
SHALL BE DISPOSED OF, TURNED OVER TO THE OWNER, OR SALVAGED AS
DIRECTED BY THE OWNER. EQUIPMENT, DUCTWORK, PIPING, CONTROL DEVICES,
ETC. SHALL NOT BE REMOVED FROM THE PREMISES WITHOUT THE OWNERS
APPROVAL. REMOVE ALL EXISTING COMPONENTS REQUIRED TO MEET THE
FUNCTIONAL INTENT OF THE DESIGN DRAWINGS.
2. NO DEAD ENDS SHALL BE LEFT ON ANY DUCTWORK AND PIPING SYSTEMS UPON
COMPLETION OF WORK. ALL DUCTWORK AND PIPING BEING REMOVED SHALL BE
PROPERLY VALVED AND CAPPED AT THE MAINS.
3. ALL SYSTEMS SHALL BE LEFT IN WORKING ORDER TO THE SATISFACTION OF THE
OWNER UPON COMPLETION OF ALL NEW WORK.
4. CONDUCT SELECTIVE DEMOLITION WORK IN A MANNER THAT WILL MINIMIZE NEED
FOR DISRUPTION OF NORMAL OPERATIONS IN OTHER AREAS OF THE BUILDING.
PROVIDE MINIMUM OF 48 HOURS ADVANCE NOTICE TO OWNER OF DEMOLITION OR
SYSTEM SHUTDOWN ACTIVITIES THAT WILL AFFECT NORMAL OPERATIONS IN THE
BUILDING OR REQUIRE THE INTERRUPTION OF UTILITY SERVICES.
5. DRAINING OF PIPING SYSTEMS: WHERE EXISTING PIPING SYSTEMS REQUIRE
DRAINING OF FLUIDS FROM EQUIPMENT AND PIPING, ALL DRAINAGE SHALL BE
DIRECTED BY HOSE OR PIPE TO SUITABLE, FREE FLOWING DRAINS OR SUITABLE
CONTAINERS. DO NOT ALLOW EXCESSIVE FLUID/WATER BUILDUP ON FLOORS OR
SITE AREA. ENSURE THAT EXISTING DRAINS ARE KEPT CLEAR OF DEBRIS TO
PREVENT BLOCKAGES.
6. CERTAIN ITEMS OF EXISTING EQUIPMENT AND PIPING OR DUCTWORK MAY BE
INDICATED FOR REMOVAL, RELOCATION OR ABANDONMENT. ITEMS NOTED FOR
REMOVAL SHALL BE DISCONNECTED AND DISPOSED OF BY THE CONTRACTOR OR
TURNED OVER TO THE OWNER IF THE OWNER SO REQUESTS. IF INSTRUCTED TO
DISPOSE OF ITEMS, THE CONTRACTOR SHALL REMOVE THE ITEMS FROM THE
PREMISES AND DISPOSE OF THEM IN A SAFE, LEGAL AND RESPONSIBLE MANNER
AND LOCATION. ITEMS NOTED FOR RELOCATION ARE INTENDED FOR REUSE IN
ANOTHER LOCATION AS DESIGNATED ON THE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO REMOVE THE MATERIAL FROM ITS
PRESENT LOCATION, STORE THE MATERIAL IN A SAFE PLACE, AND REINSTALL THE
MATERIAL IN ITS NEW LOCATION. QUESTIONS REGARDING THE SUITABILITY OF
THE MATERIAL OR EQUIPMENT SHALL BE BROUGHT, IN WRITTEN FORM, TO THE
ATTENTION OF THE OWNER/ENGINEER. ABANDONMENT SHALL BE DEFINED AS
LEAVING IN PLACE ANY ITEM SO DESIGNATED AND SHALL INCLUDE PROPER
PIPING OR DUCTWORK TERMINATION WITHIN ANY OCCUPIED OR OPEN AREA. ALL
ABANDONED PIPES AND DUCTS SHALL BE DISCONNECTED AND CAPPED AT THEIR
MAINS.
COORDINATION WITH OTHER DIVISIONS
1. ALL WORK SHALL BE CARRIED OUT IN CONJUNCTION WITH OTHER TRADES AND
FULL COOPERATION SHALL BE GIVEN IN ORDER THAT ALL WORK MAY PROCEED
WITH A MINIMUM OF DELAY AND INTERFERENCE. PARTICULAR EMPHASIS IS
PLACED ON TIMELY INSTALLATION OF MAJOR APPARATUS AND FURNISHING
OTHER CONTRACTORS, ESPECIALLY THE CONSTRUCTION MANAGER, WITH
INFORMATION AS TO OPENINGS, CHASES, SLEEVES, BASES, INSERTS, EQUIPMENT
LOCATIONS, PANELS, ETC., REQUIRED BY OTHER TRADES.
2. THE CONTRACTORS ARE REQUIRED TO EXAMINE ALL OF THE PROJECT DRAWINGS,
INCLUDING THE SITE, ARCHITECTURAL, STRUCTURAL AND THOSE OF OTHER
MECHANICAL AND ELECTRICAL TRADES AND MUTUALLY ARRANGE WORK SO AS
TO AVOID INTERFERENCE WITH THE WORK OF OTHER TRADES AND / OR EXISTING
SYSTEMS AND EQUIPMENT. IN GENERAL, DUCTWORK, HEATING PIPING,
SPRINKLER PIPING AND DRAINAGE LINES TAKE PRECEDENCE OVER WATER, GAS
AND ELECTRICAL CONDUITS. THE ENGINEER SHALL MAKE FINAL DECISIONS
REGARDING THE ARRANGEMENT OF WORK WHICH CANNOT BE AGREED UPON BY
THE CONTRACTORS.
3. WHERE THE WORK OF THE CONTRACTOR WILL BE INSTALLED IN CLOSE
PROXIMITY TO OR WILL INTERFERE WITH WORK OF OTHER TRADES, THE
CONTRACTORS WILL COOPERATE IN WORKING OUT SPACE CONDITIONS TO MAKE
A SATISFACTORY ADJUSTMENT.
4. IF THE WORK UNDER A SECTION IS INSTALLED BEFORE COORDINATING WITH
OTHER DIVISIONS OR SECTIONS OR SO AS TO CAUSE INTERFERENCE WITH WORK
OF OTHER SECTIONS, THE NECESSARY CHANGES TO CORRECT THE CONDITION
SHALL BE MADE BY THE CONTRACTOR CAUSING THE INTERFERENCE WITHOUT
EXTRA CHARGE TO THE OWNER.
SHUT DOWNS
1. WHEN INSTALLATION OF A NEW SYSTEM REQUIRES THE TEMPORARY SHUTDOWN
OF AN EXISTING OPERATING SYSTEM, THE CONNECTION OF THE NEW SYSTEM
SHALL BE PERFORMED AT SUCH TIME AS DESIGNATED BY THE ENGINEER OR THE
OWNER'S REPRESENTATIVE.
2. THE ENGINEER AND THE OWNER SHALL BE NOTIFIED OF THE ESTIMATED
DURATION OF THE SHUTDOWN PERIOD AT LEAST THREE (3) DAYS IN ADVANCE OF
THE DATE THE WORK IS TO BE PERFORMED.
3. WORK SHALL BE ARRANGED FOR CONTINUOUS PERFORMANCE WHENEVER
POSSIBLE. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR,
INCLUDING OVERTIME IF REQUIRED, TO ASSURE THAT EXISTING OPERATING
SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO
MAKE NECESSARY CONNECTIONS.
ELECTRICAL CONNECTIONS
1. UNLESS OTHERWISE SPECIFIED, ALL WIRING SHALL BE FURNISHED AND
INSTALLED IN ACCORDANCE WITH DIVISION 26.
2. ALL POWER WIRING SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 26
COMPLETE FROM POWER SOURCE TO MOTOR OR EQUIPMENT JUNCTION BOX
INCLUDING POWER WIRING THROUGH THE STARTERS. ALL STARTERS NOT
FACTORY MOUNTED ON EQUIPMENT SHALL BE MOUNTED UNDER THE
SPECIFICATION SECTION FURNISHING THE STARTER.
3. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPERATURE
CONTROL WIRING, INTERLOCK WIRING AND EQUIPMENT CONTROL WIRING FOR
THE EQUIPMENT FURNISHED UNDER THIS DIVISION.
SHOP DRAWINGS
1. PRIOR TO DELIVERY TO THE JOBSITE AND SUFFICIENTLY IN ADVANCE TO ALLOW
THOROUGH REVIEW, THE CONTRACTOR SHALL SUBMIT, FOR REVIEW, DETAILED
SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIAL SPECIFIED IN EACH SECTION
AND COORDINATED DUCTWORK LAYOUTS. ALL DUCTWORK SHOP DRAWINGS,
AUTOMATIC TEMPERATURE CONTROLS AND ALL DIAGRAMS AND RISERS SHALL BE
SUBMITTED IN HARD COPY FORMAT. NO MATERIAL OR EQUIPMENT MAY BE
DELIVERED TO THE JOB SITE OR INSTALLED UNTIL THE CONTRACTOR HAS
RECEIVED SHOP DRAWINGS FOR THE PARTICULAR MATERIAL OR EQUIPMENT
WHICH HAVE BEEN PROPERLY REVIEWED.
2. SHOP DRAWINGS SHALL BE SUBMITTED WITHIN 30 DAYS AFTER AWARD OF
CONTRACT BEFORE ANY MATERIAL OR EQUIPMENT IS PURCHASED. THE
CONTRACTOR SHALL SUBMIT FOR REVIEW COPIES OF ALL SHOP DRAWINGS TO BE
INCORPORATED IN THE MECHANICAL CONTRACT. REFER TO THE GENERAL
CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS FOR THE QUANTITY OF
COPIES REQUIRED FOR SUBMISSION. WHERE QUANTITIES ARE NOT SPECIFIED,
PROVIDE SEVEN (7) COPIES FOR REVIEW.
3. PROVIDE SHOP DRAWINGS FOR ALL DEVICES SPECIFIED ON DRAWINGS IN
EQUIPMENT SCHEDULES AND FOR ALL SYSTEMS INCLUDING DUCTWORK, PIPING,
CONTROLS, ETC., OR WHERE CALLED FOR ELSEWHERE IN THE SPECIFICATIONS.
SHOP DRAWINGS SHALL INCLUDE MANUFACTURERS' NAMES, CATALOG NUMBERS,
CUTS, WIRING AND PIPING DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATA AS
MAY BE REQUIRED TO IDENTIFY AND ACCEPT THE EQUIPMENT, CERTIFIED
DIMENSIONAL DRAWINGS, ACCURATE LAYOUT AND ARRANGEMENT DRAWINGS,
LOCATIONS AND SIZES OF ALL CONNECTIONS, AND EQUIPMENT WEIGHTS. ALL
PERFORMANCE DATA REQUIRED TO VERIFY THE EQUIPMENT'S SUITABILITY SHALL
BE CLEARLY PRESENTED. A COMPLETE LIST IN EACH CATEGORY (EXAMPLE: ALL
DIFFUSERS) OF ALL SHOP DRAWINGS, CATALOG CUTS, MATERIAL LISTS, ETC.,
SHALL BE SUBMITTED TO THE ENGINEER AT ONE TIME. NO CONSIDERATION WILL
BE GIVEN TO A PARTIAL SHOP DRAWING SUBMITTAL.
A. EQUIPMENT SHOP DRAWINGS SHALL CONTAIN FULL RANGE PERFORMANCE
CURVES, GRAPHS, TABLES OR OTHER PERTINENT DATA WHICH CLEARLY
INDICATES OPERATIONAL RANGE OF A GIVEN UNIT SIZE. COMPUTER
GENERATED/PLOTTED CURVES OR INFORMATION, BASED SOLELY ON THE
DESIGN PERFORMANCE, WILL NOT BE ACCEPTED.
B. ALL SUBMITTALS OF EQUIPMENT FURNISHED WITH MOTORS SHALL CONTAIN A
COMPLETE DESCRIPTION OF THE MOTOR'S OPERATING CHARACTERISTICS
(HORSEPOWER, VOLTAGE, PHASE, SERVICE FACTOR) AND THE NAMEPLATE
MOTOR EFFICIENCY.
C. SHOP DRAWING SUBMITTAL SHEETS WHICH MAY SHOW ITEMS THAT ARE NOT
BEING FURNISHED SHALL HAVE THOSE ITEMS CROSSED OFF IN INK TO
CLEARLY INDICATE WHICH ITEMS WILL BE FURNISHED AND WHICH WILL NOT BE
FURNISHED.
4. ACCEPTANCE RENDERED ON SHOP DRAWINGS SHALL NOT BE CONSIDERED AS A
GUARANTEE OF MEASUREMENTS OR BUILDING CONDITIONS. WHERE DRAWINGS
ARE REVIEWED, REVIEW DOES NOT MEAN THAT DRAWINGS HAVE BEEN CHECKED
IN DETAIL; SAID APPROVAL DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR
FROM HIS RESPONSIBILITY OR NECESSITY OF FURNISHING MATERIAL OR
PERFORMING WORK AS REQUIRED BY THE CONTRACT DRAWINGS AND
SPECIFICATIONS. VERIFY AVAILABLE SPACE PRIOR TO SUBMITTING SHOP
DRAWINGS. ACCEPTANCE OF SHOP DRAWINGS SHALL NOT APPLY TO QUANTITY
NOR RELIEVE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLY WITH INTENT OF
DRAWINGS AND SPECIFICATIONS.
AS-BUILT DRAWINGS
1. PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS REFLECTING AS INSTALLED
CONDITIONS. AS-BUILT DRAWINGS SHALL INDICATE ALL INSTALLED CONDITIONS
OF SYSTEMS WITHIN THIS DISCIPLINE. DRAWINGS SHALL BE OF SIMILAR SCALE AS
THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS NECESSARY TO
CLEARLY REFLECT THE INSTALLED CONDITION. DRAWINGS SHALL BE BOUND IN A
COMPLETE AND CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE
PAPERWORK WILL NOT BE ACCEPTABLE AND WILL BE RETURNED FOR REVISION.
THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO
PRODUCE A CLEAR AND CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE
SUBMITTED IN BOTH HARD COPY AND ELECTRONIC (AUTO-CAD VERSION AS
REQUIRED BY THE OWNER) VERSION. NUMBER OF COPIES OF EACH AS
REQUESTED BY THE OWNER.
2. PROVIDE “AS-BUILT DRAWINGS” INDICATING IN A NEAT AND ACCURATE MANNER A
COMPLETE RECORD OF ALL REVISIONS OF THE ORIGINAL DESIGN OF THE WORK.
INDICATE THE FOLLOWING INSTALLED CONDITIONS:
A. INCLUDE ALL CHANGES AND AN ACCURATE RECORD, ON REPRODUCTIONS OF
THE CONTRACT DRAWINGS OR APPROPRIATE SHOP DRAWINGS, OF ALL
DEVIATIONS, BETWEEN THE WORK SHOWN AND THE WORK INSTALLED.
B. MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL
DEVICES LOCATED AND NUMBERED, CONCEALED UNIONS LOCATED, AND WITH
ITEMS REQUIRING MAINTENANCE LOCATED (I.E. TRAPS, STRAINERS,
EXPANSION COMPENSATORS, TANKS, ETC.) VALVE LOCATION DIAGRAMS,
COMPLETE WITH VALVE TAG CHART.
C. EQUIPMENT LOCATIONS (EXPOSEED AND CONCEALED), DIMENSIONED FROM
PROMINENT BUILDING LINES.
D. APPROVED SUBSTITUTIONS, CONTRACT MODIFICATIONS, AND ACTUAL
EQUIPMENT AND MATERIALS INSTALLED.
E. CONTRACT MODIFICATIONS, ACTUAL EQUIPMENT AND MATERIALS INSTALLED.
3. SUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS, MANUALS AND
OPERATING INSTRUCTIONS.
4. SUBMIT A COMPLETE MAINTENANCE MANUAL OF ALL EQUIPMENT INSTALLED
UNDER THIS CONTRACT.
HANGERS AND SUPPORT
1. PROVIDE ALL NECESSARY STRUCTURAL MEMBERS INCLUDING ADDITIONAL
STRUCTURAL SUPPORT TO SUPPORT PIPING AND EQUIPMENT. HANGERS AND
SUPPORTS SHALL BE OF AN APPROVED DESIGN NECESSARY TO SUPPORT
DUCTWORK, PIPING EQUIPMENT AND TO KEEP IN PROPER ALIGNMENT AND
PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES
WHERE HANGERS, BRACKETS, ETC. ARE SUPPORTED FROM CONCRETE
CONSTRUCTION, DO NOT WEAKEN CONCRETE OR PENETRATE WATERPROOFING.
ALL HANGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT
AFTER PIPING IS ERECTED. HANGERS SUPPORTING PIPING EXPANDING INTO
LOOPS, BENDS, AND OFFSETS SHALL BE SECURED TO THE BUILDING STRUCTURE
IN SUCH A MANNER THAT HORIZONTAL ADJUSTMENT PERPENDICULAR TO THE
RUN OF PIPING SUPPORTED MAY BE MADE TO ACCOMMODATE DISPLACEMENT
DUE TO EXPANSION. ALL SUCH HANGERS SHALL BE FINALLY ADJUSTED BOTH IN
THE VERTICAL AND HORIZONTAL DIRECTION, AS REQUIRED. HANGERS IN
CONTACT WITH COPPER OR BRASS PIPE SHALL BE DIELECTRIC, COMPATIBLE
WITH COPPER AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE.
2. PROVIDE ADDITIONAL SUPPORT FOR DUCTWORK, PIPING AND EQUIPMENT WHEN
DECK IS NOT CAPABLE OF SUPPORT.
3. BEAM CLAMPS - HANGERS SUPPORTED FROM STEEL SHALL BE CENTER LOADING
BEAM CLAMPS FOR HANGERS SUPPORTING PIPING 2 INCHES FOR 2-1/2 INCHES
AND LARGER, I BEAM CLAMPS SHALL BE FORGED STEEL. "C" CLAMPS ARE NOT TO
BE USED.
4. PROVIDE AND INSTALL EXPANSION COMPENSATION FOR ALL PIPING. SUBMIT
PLANS, CALCULATIONS AND EQUIPMENT DATA.
DUCTWORK
1. DUCTWORK SHALL BE FABRICATED FROM HOT-DIPPED GALVANIZED STEEL SHEET
CONFORMING TO ASTM A653, WITH G60 COATING. EXHAUST DUCTWORK SERVING
TOILET/SHOWER SPACES SHALL BE ALUMINUM SHEET ALLOY 3003-H14, ASTM B
209, ALUMINUM CONNECTORS AND BAR STOCK: ALLOY 6061-T6 OR OF EQUIVALENT
STRENGTH.
2. MANUFACTURED METAL DUCTWORK AND FITTINGS SHALL BE BY LINDAB, SEMCO
OR UNITED McGILL CORP. FLAT OVAL AND ROUND DUCTS: MACHINE MADE FROM
SPIRAL LOCKSEAM DUCT WITH LIGHT REINFORCING CORRUGATIONS; FITTINGS
MANUFACTURED OF AT LEAST TWO GAGES HEAVER THAN METAL DUCT.
3. FABRICATE, SUPPORT, INSTALL AND SEAL IN ACCORDANCE WITH SMACNA HVAC
DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, AND AS INDICATED.
PROVIDE DUCT MATERIAL, GAUGES, REINFORCING AND SEALING FOR OPERATING
PRESSURES INDICATED.
4. INSULATED FLEXIBLE DUCTS SHALL BE FABRICATED FROM MULTIPLE LAYERS OF
ALUMINUM LAMINATE SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE
WITH FIBERGLASS INSULATION AND POLYETHYLENE VAPOR BARRIER. PRESSURE
RATING SHALL BE 10 INCH W.G. POSITIVE AND 1.0 INCH W.G. NEGATIVE. FLEXIBLE
DUCTS SHALL NOT PASS THROUGH WALLS NOR EXCEED 8 FEET IN LENGTH.
SECURE TO DUCT TAP WITH CLAMP OR DRAWBAND. PROPERLY SUPPORT SO AS
NOT TO SAG OR KINK.
5. JOINT SEALERS AND SEALANTS SHALL BE NON-HARDENING, WATER, MILDEW AND
MOLD RESISTANT. MAXIMUM FLAME SPREAD OF 25, SMOKE DEVELOPED OF 50
WHEN TESTED IN ACCORDANCE WITH ASTM E84.
6. PROVIDE AIR FOIL TURNING VANES WHEN RECTANGULAR ELBOWS MUST BE
USED.
7. ACCESS DOORS SHALL BE PROVIDED UNDER THIS SECTION AS REQUIRED TO
PROVIDE ACCESS TO FIRE AND SMOKE DAMPERS, CONTROLS, HUMIDIFIERS,
COILS VALVES, ETC., WHICH ARE LOCATED IN DUCTS.
8. ON ALL AIR HANDLING EQUIPMENT INCLUDING AIR HANDLERS, ERV UNITS, UTILITY
AND CABINET FANS, FURNISH AND INSTALL FLEXIBLE DUCT CONNECTORS TO
ISOLATE FAN VIBRATION FROM THE DUCT SYSTEM. (EXCEPTION: AIR HANDLING
UNITS WITH INTERNAL FAN VIBRATION ISOLATORS AND FLEXIBLE CONNECTORS
INSTALLED BETWEEN FAN AND HOUSING.)
9. ACCESSORY DUCTWORK MATERIALS SUCH AS TAPES, SEALANTS, FASTENERS,
ETC., SHALL COMPLY WITH NFPA 90A WITH A MAXIMUM FLAME SPREAD RATING OF
25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50, AND SHALL BE SMACNA
AND UL APPROVED.
DUCTWORK INSULATION
1. FACED FIBERGLASS DUCT WRAP SHALL BE APPLIED EXTERNALLY TO ALL
CONCEALED DUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
DUCT WRAP TO BE 1.5 PCF DENSITY WITH K VALUE OF 0.27 AT 75 DEG F, EQUAL TO
OWENS CORNING TYPE 100 OR EQUIVALENT.
2. APPLY 1" ACOUSTICAL DUCT LINER AND LINER BOARD TO THE INSIDE OF DUCTS
AND PLENUMS AS SPECIFIED AND AS CALLED FOR ON DRAWINGS. ACOUSTICAL
LINER SHALL BE 2.0 PCF DENSITY WITH K VALUE OF 0.26 AT 75 DEG F, EQUAL TO
MANVILLE PERMACOTE LINACOUSTIC-HP OR EQUIVALENT.
3. THE FOLLOWING DUCTS SHALL BE INSULATED WITH KRAFT FOIL FACED DUCT
WRAP INSULATION IN SUFFICIENT THICKNESS TO MEET THE REQUIREMENTS OF
THE 2015 INTERNATIONAL ENERGY CODE:
A. ALL CONCEALED SUPPLY AIR AND RETURN AIR DUCTWORK ABOVE CEILINGS
WHETHER LINED OR UNLINED.
B. ALL OUTDOOR AIR DUCTWORK.
C. ALL EXHAUST DUCTWORK ON COLD SIDE OF BACKDRAFT OR MOTORIZED
DAMPERS.
4. PROVIDE 1” ACOUSTICAL DUCT LINER ON FIRST 10' OF SUPPLY AIR DISCHARGE
AND RETURN AIR INLET DUCTS OF ALL AIR HANDLING UNITS.
REGISTERS, GRILLES AND DIFFUSERS
1. REGISTERS, GRILLES AND DIFFUSERS SHALL BE AS SCHEDULED ON THE
DRAWINGS. FINISH SHALL BE AS SELECTED BY THE ARCHITECT.
2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
3. CHECK LOCATIONS OF OUTLETS AND INLETS AND MAKE NECESSARY
ADJUSTMENTS IN POSITION TO CONFORM WITH ARCHITECTURAL FEATURES,
SYMMETRY AND LIGHTING ARRANGEMENT. REFER TO ARCHITECTURAL
REFLECTED CEILING PLAN FOR LOCATIONS OF REGISTERS, GRILLS AND
DIFFUSERS.
4. INSTALL DIFFUSERS TO DUCTWORK WITH AIR TIGHT CONNECTION.PAINT INSIDE
OF DUCT CONNECTION TO REGISTERS AND DIFFUSERS BLACK FOR A DISTANCE
OF 18" WHEREVER SHINY SHEETMETAL IS VISIBLE FORM THE OCCUPIED SPACE.
5. PROVIDE BALANCING DAMPERS ON DUCT TAKE-OFFS TO DIFFUSERS, GRILLES
AND REGISTERS, DESPITE WHETHER DAMPERS ARE SPECIFIED AS PART OF THE
DIFFUSER, GRILLE OR REGISTER ASSEMBLY.
PIPING
1. LOW PRESSURE STEAM
A. PIPE: SCHEDULE 40 BLACK STEEL PIPE CONFORMING TO ASTM A53, WITH
WELDED OR THREADED JOINTS.
B. FITTINGS: ASTM A234 WROUGHT STEEL WELDING TYPE FITTINGS OR ASTM
B16.3 MALLEABLE IRON THREADED FITTINGS.
C. FITTINGS 2" AND UNDER SHALL BE THREADED, FITTINGS 2-1/2" AND OVER SHALL
BE WELDED.
2. LOW PRESSURE CONDENSATE
A. PIPE: SCHEDULE 80 BLACK STEEL PIPE CONFORMING TO ASTM A53, WITH
WELDED OR THREADED JOINTS.
B. FITTINGS: ASTM A234 WROUGHT STEEL WELDING TYPE FITTINGS OR ASTM
B16.3 MALLEABLE IRON THREADED FITTINGS.
C. FITTINGS 2" AND UNDER SHALL BE THREADED, FITTINGS 2-1/2" AND OVER SHALL
BE WELDED.
3. PIPING INSULATION:
A. PROVIDE RIGID MOLDED, NONCOMBUSTIBLE FIBERGLASS PIPE INSULATION
WITH WHITE KRAFT PAPER VAPOR BARRIER JACKET AND SELF-SEALING LAP
JOINT AND BUTT STRIPS. INSULATION SHALL BE 1.5 PCF DENSITY WITH K
VALUE OF 0.24 AT 75 DEG F. INSULATION SHALL BE RATED FOR OPERATING
TEMPERATURES FROM 0 DEG F TO 850 DEG F AND BE EQUIVALENT TO OWENS
CORNING ASJ-SSL II OR EQUIVALENT.
B. FITTINGS SHALL BE COVERED WITH FLEXIBLE FIBERGLASS INSULATION AND
ZESTON PVC FITTING COVERS. INSULATION THICKNESS SHALL BE IN
CONFORMANCE WITH THE 2015 INTERNATIONAL ENERGY CODE.
C. ALL INSULATION MATERIALS, INCLUDING JACKETS AND ADHESIVES, SHALL
MEET THE REQUIREMENTS OF NFPA 90A, ACCORDING TO ASTM TEST E-84,
NFPA 255 AND UL 723, HAVING A FLAME-SPREAD RATING OF NOT OVER 25, A
SMOKE-DEVELOPED RATING OF NOT OVER 50 AND A FUEL-CONTRIBUTED
RATING OF NOT OVER 50.
4. PIPING INSTALLATION
A. ALL PIPE CONNECTIONS SHALL BE INSTALLED TO ALLOW FOR FREEDOM OF
MOVEMENT OF THE PIPING DURING EXPANSION AND CONTRACTION WITHOUT
SPRINGING. SWING JOINTS, EXPANSION LOOPS AND EXPANSION JOINTS WITH
PROPER ANCHORS AND GUIDES SHALL BE PROVIDED BY THE CONTRACTOR
WHERE NECESSARY AND/OR WHERE SHOWN ON THE DRAWINGS. ANCHORS
AND GUIDES SHALL BE SUBJECT TO THE REVIEW OF THE ENGINEER.
B. REMOVE SCALE AND DIRT ON INSIDE AND OUTSIDE OF PIPE BEFORE
ASSEMBLY.
C. AFTER COMPLETION, FILL, CLEAN AND TREAT SYSTEM. VENT AIR FROM
SYSTEM.
D. ROUTE PIPING IN AN ORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE,
AND MAINTAIN GRADIENT. GROUP PIPING WHENEVER PRACTICAL AT COMMON
ELEVATIONS. SLEEVE PIPING PASSING THROUGH PARTITIONS, WALLS AND
FLOORS. SLOPE PIPING AND ARRANGE TO DRAIN AT LOW POINTS.
E. PIPING SYSTEMS SHALL BE PERMANENTLY LABELED TO IDENTIFY FLUID INSIDE
PIPES, DIRECTION OF FLUID FLOW AND APPROXIMATE WORKING PRESSURE.
LABELING SYSTEM SHALL BE "OPTI-CODE" WITH "ARROWS ON A ROLL TAPE"
PERMANENTLY AFFIXED TO PIPING AS MANUFACTURED BY SETON NAME PLATE
CORP., OR AN ACCEPTED EQUIVALENT.
F. UNIONS ARE TO BE USED AT CONNECTIONS TO FIXTURES AND OTHER
APPARATUS TO ALLOW EASY REMOVAL. PROVIDE ACCEPTABLE DIELECTRIC
UNIONS OR ADAPTERS AT ALL CONNECTIONS BETWEEN FERROUS AND
NON-FERROUS PIPING.
G. ANY EXPOSED, PIPING LOCATED IN FINISHED AREAS WHERE PIPING PASSES
THROUGH WALLS, FLOOR OR CEILING, SHALL BE PROVIDED WITH
CHROME-PLATED ESCUTCHEONS.
5. PIPE HANGERS AND SUPPORTS
A. ALL HANGER, SUPPORT AND ANCHOR TYPES OR MODEL NUMBERS SPECIFIED
HEREIN ARE BASED ON GRINNELL OR ACCEPTABLE EQUIVALENT. SUPPORTS
SHALL CONFORM TO MSS-SP-69 AND ANSI B31.1. WIRE AND/OR STRAP
HANGERS WILL NOT BE ACCEPTABLE.
B. ALTERNATE PIPING SUPPORT SYSTEMS MAY BE ACCEPTABLE BASED ON TYPE
AND SIZE OF PIPING INSTALLED AND SUPPORT SYSTEM EMPLOYED. STRUT
SYSTEMS SUCH AS B-LINE, UNI-STRUT, SUPER STRUT, ETC. WITH INTEGRAL
PIPE CLAMPING AND SUPPORTING HARDWARE OR INNOVATIVE SUPPORT
PRODUCTS MAY BE ACCEPTED. SUBMIT A DRAFT SUBMITTAL TO ENGINEER
PRIOR TO OFFICIAL SUBMITTAL FOR APPROVAL TO DETERMINE ACCEPTABILITY
OF ALTERNATIVE SUPPORT SYSTEMS.
C. IN NO CASE SHALL PIPING BE BOTTOM OR FLOOR SUPPORTED ON THREADED
ROD ONLY. A MANUFACTURED SUPPORT / BASE SHALL BE EMPLOYED WHICH IS
DURABLE AND SUITABLE RESISTANT TO THE EFFECTS OF CORROSION AND
MINOR IMPACT.
D. HANGERS FOR PIPE SIZES TWO (2") INCHES AND SMALLER SHALL BE
LIGHT-DUTY, CLEVIS-TYPE HANGERS, #65. FOR COPPER PIPES TWO (2") INCHES
AND SMALLER, USE CT-69 COPPER BAND HANGERS OR CT-65 COPPER PLATED
CLEVIS.
E. HANGERS FOR PIPING OVER 2-1/2 INCHES SHALL BE GENERAL-DUTY,
CLEVIS-TYPE HANGERS, #260. FOR COPPER SIZES 2-1/2 INCHES THROUGH 4
INCHES, USE CT-65. THESE HANGERS MAY BE USED FOR LARGER SIZES IN
PLASTIC DRAINAGE PIPING. USE SADDLES OR INSULATION PROTECTORS FOR
PLASTIC PIPE OR USE FEE & MASON FIGURE 108.
F. FOR INSULATED COLD AND/OR CHILLED WATER PIPING SYSTEMS, HANGERS
SHALL BE SIZED FOR THE SPECIFIED INSULATION THICKNESS. PROVIDE
NON-COMPRESSIBLE, FOAM-TYPE PIPE COVERING SADDLES OF THE REQUIRED
THICKNESS AND A SHEET METAL HANGER SADDLE TO PREVENT CRUSHING OF
INSULATION BY THE HANGER. INSULATED HOT WATER PIPING MAY BE
INSTALLED WITH LINE- SIZE HANGERS. INSULATE AROUND HANGER.
G. VERTICAL RISERS SHALL BE SUPPORTED WITH RISER CLAMPS. FOR PIPES
2-1/2" AND SMALLER, USE FIGURE 261. FOR PIPES 3" THROUGH 8”, USE RISER
CLAMPS, FIGURE 261 WITH SHEAR LUGS WELDED TO PIPE. RISERS 10” AND
LARGER, OR WHERE RISER CLAMP MUST BE HUNG FROM STRUCTURE ABOVE
OR ON HIGH PRESSURE STEAM OR HIGH TEMPERATURE HOT WATER SYSTEMS
USE A 4 OR 6 BOLT CLAMP, FIGURE 40.
TESTING, ADJUSTING AND BALANCING
1. AFTER COMPLETION OF THE WORK, BUT BEFORE SUBSTANTIAL COMPLETION,
TEST, ADJUST AND BALANCE ALL AIR AND WATER SYSTEMS IN ACCORDANCE WITH
EITHER AABC, NEBB, OR TABB STANDARDS.
2. TESTING AND BALANCING CONTRACTORS SHALL BE CERTIFIED BY EITHER AABC,
NEBB OR TABB.
3. AIR HANDLING SYSTEMS SHALL BE BALANCED TO WITHIN PLUS OR MINUS 5
PERCENT OF DESIGN FOR SUPPLY SYSTEMS AND PLUS OR MINUS 10 PERCENT
FOR RETURN AND EXHAUST SYSTEMS.
4. AIR OUTLETS AND INLETS SHALL BE BALANCED TO WITHIN PLUS 10 PERCENT AND
MINUS 5 PERCENT OF DESIGN TO SPACE. ADJUST OUTLETS AND INLETS IN SPACE
TO WITHIN PLUS OR MINUS 10 PERCENT OF DESIGN.
5. PERMANENTLY MARK SETTINGS OF VALVES, DAMPERS, AND OTHER ADJUSTMENT
DEVICES ALLOWING SETTINGS TO BE RESTORED. SET AND LOCK MEMORY STOPS.
6. SUBMIT FINAL REPORT INDICATING DESIGN VERSUS FINAL PERFORMANCE;
NOTABLE CHARACTERISTICS OF THE SYSTEM; DESCRIPTION OF SYSTEMS
OPERATION SEQUENCE; TEST CONDITIONS; AND A LIST OF INSTRUMENTS USED.
FINAL REPORT SHALL BE SUBMITTED PRIOR TO SUBSTANTIAL COMPLETION OF
THE PROJECT.
N
195 Scott Swamp RoadFarmington, CT 06032
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CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
M3.1
MECHANICAL SPECIFICATIONS
CORRIDOR - 2
AW
AW AW
AW
AV
AV
G
GG
G
G G
G
AW
A
V
G
G
G
AW
G
G
678910111215
16
17
18
19
20
CLASSROOM - 1 CLASSROOM - 2 CLASSROOM - 3
PLUMBING DEMOLITION FIRST FLOOR PLAN
1
SCALE:1/4"=1'-0"
PD1.1
AW
AW
LEGEND
EXISTING TO REMAIN
EXISTING TO BE REMOVED
G
AV
G
EX. 2" AWEX. 2" AW EX. 2 1/2"
AW
EX. 2 1/2"
AW
EX. 2 1/2"
AW
EX. 1"CW, 3/4"HW, 3/4" HWREX. 1"H&CW, 3/4" HWR
EX. 1 1/4"CW, 1"HW, 3/4" HWR
EX. 3"S.EX. 1 1/4"G.EX. 1 1/2"G.
EX. 1/2"H&CW
EX. 1"CW,
3/4"HW
EX. 3"AW DN,
2"AV UP.
EX. 1/2"H&CW
G
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
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r.rvt
1/1
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1 P
M
CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
PD1.1
PLUMBING DEMOLITION
FIRST FLOOR PLAN
PLUMBING DEMOLITION SECOND FLOOR PLAN
1
SCALE:1/4"=1'-0"
PD1.2
EX
. 1
1 4
"C
W
EX. VTR
EX. 4"AVTR
EX. 2"AV UP
PLUMBING DEMOLITION KEY NOTES
LEGEND
EXISTING TO REMAIN
EXISTING TO BE REMOVED
1 EXISTING WATER, WASTE AND GAS PIPING AT LAB WORK STATION TO BE
REMOVED. CAP AND/OR REMOVE PIPING ABOVE FIRST FLOOR CEILING
AS SHOWN (BASE BID).
2 EXISTING LAB STATION, INCLUDING WATER, WASTE AND GAS PIPING TO
REMAIN (DEDUCT ALTERNATE #3).
3 REMOVE EXISTING EMERGENCY SHOWER AND ASSOCIATED FLOOR
DRAIN, WASTE AND WATER PIPING (BASE BID).
4 EXISTING EMERGENCY SHOWER TO REMAIN (DEDUCT ALTERNATE #3).
5 EXISTING JANITOR SINK TO REMAIN.
1
2
3
EX.
FD
EX. AVTR
EX. 1
1
2
" AV DN.
AV
EX. 1
1
2
" AV UP THROUGH ROOF. REMOVE
1
1
2
" AV DOWN TO FIRST FLOOR.
5
1
1
1
1
1
1
3
LABORATORY - 1
LABORATORY - 2
LABORATORY
STORAGE
STORAGE
CORRIDOR
CUST.
1
1
21
21
4
21
21
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
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cal\P
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EL_ccollie
r.rvt
1/1
7/2
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3:3
1 P
M
CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
PD1.2
PLUMBING DEMOLITION
SECOND FLOOR PLAN
678910111215
16
17
18
19
20
CORRIDOR - 2
CLASSROOM - 1
CLASSROOM - 2
CLASSROOM - 3
PLUMBING FIRST FLOOR PLAN
1
SCALE:1/4"=1'-0"
P1.1
AW
AW AW
AV
G G
AW
AW
A
V
AW
AW
AW
EX. 2" AW
EX. 2" AW
EX. 2 1/2"
AW
EX. 2 1/2"
AW
EX. 2 1/2" AW
EX. 1"CW, 3/4"HW, 3/4" HWREX. 1"H&CW,
3/4" HWR
EX. 1 1/4"CW, 1"HW, 3/4" HWR
EX. 3"S.
EX. 1 1/4"G.
EX. 1 1/2"G.
EX. 1/2" H&CW
EX. 1"CW,
3/4"HW EX. 3"AW DN,
2"AV UP.
EX. 1/2"H&CW
G
1"H&CW
3/4"H&CW
3/4"H&CW 1/2"H&CW
1 1/2" AV UP.
AV
A
W
1"H&CW UP TO EM.
SHOWER MIXING VALVE.
AW
AW
2"AW
2"AW
A
W
1/2"G
G
G
1/2"G
3/4"G
G
3/4"G
AW
2"AW
G
1/2"H&CW
1"HW TO EMERGENCY
SHOWER MIXING VALVE.
AW
AW
1 1/2"AW
EX. 1 1/2" AW
EX. 1 1/2" AW
2"AV UP
1/2"H&CW
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit Lo
cal\P
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EL_ccollie
r.rvt
1/1
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CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
P1.1
PLUMBING FIRST
FLOOR PLAN
PLUMBING SECOND FLOOR PLAN
1
SCALE:1/4"=1'-0"
P1.2
78910111215
16
17
18
19
20
REF.
STG. RM.
201A
PREP ROOM
202A STG. RM.
202B
SCIENCE LAB
ROOM
202
SCIENCE
CLASSROOM
201
JAN. CL.
200A
EX. VTR
EX. 4"AVTR
EX. 2"AV UP
2
EX. AVTR
AV
EX. 1
1
2
" AVTR
1
1
2
" AV DN.
AV
AV
PLUMBING KEY NOTES
1 PLUMBING CONTRACTOR SHALL PROVIDE ROUGH-IN PLUMBING AND FINAL CONNECTIONS FOR LAB SINK
AND FAUCET PROVIDED BY G.C. PROVIDE POLYPROPYLENE ACID WASTE AND VENT PIPING INCLUDING
P-TRAP AND TAIL PIECE EQUAL TO TOWN & COUNTRY PLASTICS TO CONNECT NEW SINK TO EXISTING
PIPING. PROVIDE STUDOR "CHEM-VENT" AIR ADMITTANCE VALVE FOR STUDENT AND TEACHER STATIONS.
PROVIDE NEW 1/4-TURN SERVICE STOPS FOR THE HOT AND COLD WATER TO EACH FAUCET.
2 PLUMBING CONTRACTOR SHALL PROVIDE NEW EMERGENCY SHOWER/EYEWASH EQUAL TO ACORN
SAFETY MODEL S1340-BF. PROVIDE LEAD-FREE THERMOSTATIC MIXING VALVE EQUAL TO ACORN MODEL
ET71 SERIES.
1
111
2
1
3 PLUMBING CONTRACTOR TO PROVIDE ROUGH-IN PLUMBING AND FINAL CONNECTIONS FOR FUME HOOD
SINK AND FAUCET PROVIDED BY G.C. PROVIDE POLYPROPYLENE ACID WASTE AND VENT PIPING
INCLUDING P-TRAP AND TAIL PIECE EQUAL TO TOWN & COUNTRY PLASTICS TO CONNECT NEW CUP SINK
TO EXISTING PIPING. PROVIDE NEW 1/4-TURN SERVICE STOPS FOR THE HOT AND COLD WATER TO EACH
FAUCET.
4 PLUMBING CONTRACTOR TO PROVIDE UTILITY CONTROLLER EQUAL TO ISIMET MODEL LAv2 FOR GAS AND
ELECTRIC UTILITIES IN LAB. PROVIDE WITH 2 REMOTE EMERGENCY SHUT-OFF BUTTONS TO BE LOCATED
AT ROOM EGRESS DOORS.
5 PROVIDE ISIMET S-SERIES GAS SOLENOID VALVE ENCLOSURE AND E-SERIES ELECTRIC CONTACTOR
ENCLOSURE
3
5
4
1
AV
AVAV
2"AV DN.
1 1/2" AV ABOVE CEILING
11
ALTERNATE #2
EX. 1 1/2"AVTR
1"HW UP FROM 1ST
FLOOR TO EMERGENCY
SHOWER MIXING VALVE.
EX. 1"CW
N
195 Scott Swamp RoadFarmington, CT 06032
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Issue Dates:
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CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
P1.2
PLUMBING SECOND
FLOOR PLAN
FINISHED CEILING
1"H&CW
PROVIDE BALL VALVES WITH
LOCKABLE HANDLES. (TYP.)
1 1/4" TEPID WATER TO
EMERGENCY SHOWER UNIT.
SHOWER HEAD
PULL ROD
EYE/FACE WASH UNIT
THERMOSTATIC MIXING VALVE.
INSTALL ON WALL ABOVE
ACCESSIBLE CEILING. SET
VALVE AT 85°F.
FINISHED FLOOR
EMERGENCY COMBINATION SHOWER PIPING DETAIL
NOT TO SCALE
PLUMBING SPECIFICATIONS
GENERAL CONDITIONS OF THE CONTRACT
IT IS THE INTENT OF THE SPECIFICATIONS AND DRAWINGS TO PROVIDE FOR FINISHED WORK,
TESTED AND READY FOR OPERATION.
WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT DOCUMENTS. PROVIDE
MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, DELIVER AND
INSTALL ALL WORK AS SPECIFIED AND AS REQUIRED BY JOB CONDITIONS. WHERE A CONFLICT
EXISTS BETWEEN THESE NOTES, THE DRAWINGS AND THE FOLLOWING SPECIFICATIONS, THE
MORE STRINGENT REQUIREMENT SHALL APPLY.
ITEMS AND SERVICES NOT SHOWN ON THE DRAWINGS OR STATED IN THE SPECIFICATIONS,
BUT REQUIRED TO RENDER THE WORK COMPLETE AND READY FOR OPERATION, SHALL BE
PROVIDED WITHOUT ADDITIONAL COST.
DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. DRAWINGS INDICATE A GENERAL
ARRANGEMENT OF WORK AND ARE NOT TO BE CONSIDERED SUB-CONTRACTOR DOCUMENTS.
IT IS THE INTENT OF THESE DOCUMENTS TO INCLUDE THE PROVISION AND INSTALLATION OF
ALL NECESSARY WORK AND MATERIALS FOR COMPLETE, OPERATIONAL AND CODE COMPLIANT
SYSTEMS BY THE CONTRACTOR.
GENERAL DESIGN CONCEPTS INDICATED MUST BE FOLLOWED OR BETTERED.
THE BID SHALL INCLUDE OFFSETS, ADDITIONAL PIPING, VALVES, EQUIPMENT AND
COMPONENTS AS REQUIRED TO MEET CONSTRUCTION CONDITIONS FOR PROPER OPERATION.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED AND PAY ALL APPLICABLE FEES.
INCLUDED SHALL BE ANY UTILITY COST ASSOCIATED WITH ANY NEW OR MODIFIED SERVICES.
CONSULT ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SPACE CONDITIONS AND
ADDITIONAL REQUIREMENTS.
PERFORM THE WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT'S
GENERAL CONDITIONS AND IN COORDINATION WITH ALL OTHER TRADES. ALL WORK SHALL BE
DONE IN CONFORMANCE AND PROVISIONS OF ALL APPLICABLE LOCAL, STATE AND FEDERAL
CODES AND LAWS AS REFERENCED OR STATED.
CONNECTICUT CODES AND STANDARDS:
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH AMENDMENTS
2015 INTERNATIONAL EXISTING BUILDING CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 INTERNATIONAL PLUMBING CODE
2017 NATIONAL ELECTRICAL CODE (NFPA 70)
ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
WORK SHALL INCLUDE ALL INCIDENTALS, LABOR, MATERIAL, EQUIPMENT, APPLIANCES,
SERVICES, HOISTING, SCAFFOLDING, SUPPORTS, TOOLS, CONSUMABLE ITEMS,AND
ADMINISTRATIVE TASKS/DUTIES REQUIRED TO COMPLETE AND MAKE OPERABLE WORK SHOWN
ON THE DRAWINGS OR SPECIFIED HEREIN.
STORE MATERIALS INSIDE AND PROTECTED FROM DEBRIS, WEATHER AND MOISTURE.
SEISMIC RESTRAINTS
THE PROJECT IS IN A SEISMIC ZONE AND ALL WORK SHALL BE INSTALLED, SUPPORTED, AND
SEISMICALLY RESTRAINED IN ACCORDANCE WITH CURRENT SEISMIC REQUIREMENTS.
COORDINATION
CONTRACTOR IS REQUIRED TO OBTAIN COMPLETE SETS OF THE CONTRACT DOCUMENTS FOR
COORDINATION WITH ALL OTHER TRADES.
SHOP DRAWINGS
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER INITIAL REVIEW AND APPROVAL,
REVISED IF REQUIRED AND RESUBMITTED AS PER ENGINEER'S COMMENTS PRIOR TO
CONSTRUCTION.
ACCEPTANCE OF DEVIATIONS OR SUBSTITUTIONS FROM BASE SPECIFIED ITEMS OR EQUIPMENT
SHALL BE AT THE ENGINEERS DISCRETION. ANY CHANGES REQUIRED FOR ACCOMMODATION
SHALL BE AT NO ADDITIONAL COST.
OWNER'S MANUAL AND AS BUILT DRAWINGS
UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE AN OWNER'S
MANUAL WITH AS-BUILT DRAWINGS REFLECTING INSTALLED CONDITIONS.
THE OWNER'S MANUAL SHALL CONSIST OF ALL DOCUMENTATION PROVIDED AS SHOP
DRAWINGS, MANUALS PACKED WITH EQUIPMENT AND COMPLETE PARTS BREAKDOWN WITH
PART NUMBERS AND DIAGRAMS. THE OWNER'S MANUALS SHALL BE IN A THREE RING BINDER.
PROVIDE NAMES AND PHONE NUMBERS OF SUPPLY HOUSES WHERE PARTS MAY BE
PURCHASED.
AS-BUILT DRAWINGS SHALL CONSIST OF FIELD MARK-UPS TO THE CONSTRUCTION
DRAWINGS AND INCLUDE ANY ADDITIONAL DETAILS TO CLEARLY REFLECT INSTALLED
CONDITIONS. ANY ISSUED OR SUPPLEMENTAL SKETCHES OR DIRECTIVES SHALL BE
INCORPORATED INTO THE FINAL CONSTRUCTION MARK-UPS.
CONTRACTOR SHALL MAINTAIN, ON-SITE, A FIELD MARK-UP SET OF DOCUMENTS WHICH
SHALL BE KEPT CURRENT WITH ANY CHANGES FROM THE ORIGINAL CONTRACT DOCUMENTS.
THESE MARK-UPS ARE TO BE PROVIDED AS AS-BUILT DRAWINGS FOR COMPARISONS.
PLUMBING PIPING INSULATION
PROVIDE 1" GLASS FIBER INSULATION FOR ALL NEW COPPER PIPING (HOT AND COLD WATER),
INCLUDES INSULATION FOR FITTINGS AND VALVES. INSULATION TO BE AS MANUFACTURED BY
KNAUF, MANVILLE, OWENS-CORNING OR CERTAIN-TEED.
INSULATION TO HAVE A "K" VALUE OF 0.24 AT 75°F, FLAME SPREAD/SMOKE OF 5/50, MAX. 850°F
RATING, VAPOR BARRIER WHITE KRAFT PAPER WITH GLASS FIBER YARN BONDED TO
ALUMINIZED FILM.
AT ALL FITTINGS AND VALVES PROVIDE PRE-MOLDED PVC JACKET BY ZESTON.
BEFORE INSTALLING INSULATION, ALL REQUIRED PIPING IS TO BE TESTED AND APPROVED.
INSULATION IS TO PASS CONTINUOUSLY THROUGH HANGERS, WALLS, SLEEVES AND OTHER
PIPE PENETRATIONS.
PLUMBING PIPING SPECIALTIES
CLEANOUTS IN INTERIOR FINISHED FLOORS SHALL HAVE A CAST IRON BODY WITH ANCHOR
FLANGE, THREADED TOP ASSEMBLY AND ROUND GASKETED SCORED COVER. FOR FINISHED
FLOORS PROVIDE DEPRESSED COVER TO ACCEPT FLOOR FINISH.
WATER HAMMER ARRESTORS SHALL BE STAINLESS STEEL CONSTRUCTION, BELLOWS TYPE,
PRECHARGED. AIR CHAMBERS ARE NOT ACCEPTABLE. INSTALL WATER HAMMER ARRESTORS
AT ALL QUICK CLOSING VALVES, ON HOT AND/OR COLD WATER SUPPLIES TO NEW INDIVIDUAL
FIXTURES OR IN BANKS OF FIXTURES.
PLUMBING EQUIPMENT AND FIXTURES
ALL PLUMBING EQUIPMENT AND FIXTURES SHALL BE NEW, COMPLETE WITH ALL TRIM AS
SPECIFIED. APPROVAL CERTIFICATION BY MASSACHUSETTS IS REQUIRED.
FOR ALL EQUIPMENT AND FIXTURES, INSTALL AS PER MANUFACTURER'S INSTRUCTIONS, AS
REQUIRED BY CODE, AND IN COMPLIANCE WITH CONDITIONS FOR CERTIFICATION (IF ANY).
RETAIN ALL INFORMATION, MANUALS AND PARTS DIAGRAMS PACKAGED WITH THE UNITS.
COORDINATE ALL RELATED ELECTRICAL WORK AND REQUIRED CONNECTIONS TO ACHIEVE
AN OPERATIONAL SYSTEM. VERIFY THAT ELECTRICAL POWER HAS PROPER
CHARACTERISTICS.
ALL EQUIPMENT SHALL BE UL TESTED AND APPROVED AND IF APPLICABLE SHALL HAVE NSF
CERTIFICATION.
PLUMBING FIXTURES SHALL BE INSTALLED WITH TRIM, INCLUDING BUT NOT LIMITED TO,
FAUCETS, CARRIERS, WATER SUPPLIES, SUPPLY STOPS, TRAPS, TAILPIECES, HARDWARE,
HANGERS/SUPPORTS, AND FASTENING DEVICES.
PLUMBING FIXTURES AND TRIM SHALL BE OF THE MANUFACTURER LISTED ON THE DRAWINGS
OR AN APPROVED EQUAL MEETING THE OPERATIONAL CHARACTERISTICS, FUNCTION,
SIMILAR APPEARANCE AND QUALITY OF THE SPECIFIED ITEMS.
FOR ALL EXPOSED PIPING TO FIXTURES, PROVIDE CHROME PLATED PIPES, ESCUTCHEONS
AT WALLS, SUPPLY TUBES AND SUPPLY STOPS. DRAIN PIPING SHALL BE MINIMUM 17 GA,
CHROME PLATED CAST BRASS, P-TRAPS SHALL HAVE CLEANOUT PLUGS.
SEAL FIXTURES TO WALLS AND FLOOR WITH APPROVED SILICONE SEALANT, COLOR TO
MATCH FIXTURE COLOR OR CLEAR.
UPON COMPLETION OF INSTALLATION OF PLUMBING EQUIPMENT AND FIXTURES, TEST TO
DEMONSTRATE CAPABILITY AND COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS
AND CODES. FOR ALL EQUIPMENT, REPAIR OR REPLACE ANY MALFUNCTIONING EQUIPMENT
OR FIXTURES AND RETEST.
ADJUST WATER PRESSURES THROUGH VALVES OR STOPS TO OBTAIN PROPER FLOW RATES
AND PRESSURES REQUIRED.
UPON COMPLETION OF INSTALLATION OF EQUIPMENT OR FIXTURES, THOROUGHLY CLEAN
ALL EXPOSED SURFACES, TRIM AND PIPING, FLUSH STRAINERS AND VERIFY FINAL
OPERATION.
PROVIDE ALL WARRANTIES AND GUARANTEES TO THE OWNER WITH ALL NAMES,
ESTABLISHED DATES, AND ANY ADDITIONAL INFORMATION REQUIRED FOR ENFORCEMENT.
EQUIPMENT ACCESSIBILITY
LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLY
ACCESSIBLE POSITION WITH ADEQUATE CLEARANCES TO PROVIDE SERVICE OR REPAIR.
ACCESS DOORS OR PANELS IN WALLS, CEILINGS OR FLOORS SHALL BE FIELD COORDINATED AND
INSTALLED FOR ACCESS TO CONCEALED VALVES, EQUIPMENT OR DEVICES.
CLEANING AND PROTECTION AGAINST FOREIGN MATTER
THE JOBSITE SHALL BE KEPT CLEAN AT ALL TIMES. CAP EXPOSED PIPING AND COVER FLOOR
DRAINS TO INSURE ADEQUATE PROTECTION AGAINST THE ENTRANCE OF FOREIGN MATTER.
AT COMPLETION OF THE PROJECT, ALL EQUIPMENT, FIXTURES, ETC. SHALL BE CLEANED.
OPERATING INSTRUCTIONS
UPON THE COMPLETION OF ALL WORK, TESTING AND ADJUSTING THE CONTRACTOR SHALL
FURNISH PERSONNEL TO INSTRUCT THE OWNER'S REPRESENTATIVES IN THE OPERATION,
ADJUSTMENT AND MAINTENANCE OF THE EQUIPMENT AND SYSTEMS FURNISHED.
GUARANTEES
IN ADDITION TO THE CONTRACTOR'S GUARANTEE, PROVIDE ALL APPLICABLE EXTENDED
GUARANTEES FOR EQUIPMENT.
BASES, HANGERS AND SUPPORTS
THE CONTRACTOR SHALL PROVIDE, OR CAUSE TO BE PROVIDED BY ANOTHER CONTRACTOR,
ALL REQUIRED BASES AND SUPPORTS FOR PIPING AND EQUIPMENT PROVIDED UNDER THESE
SPECIFICATIONS.
PROVIDE ADJUSTABLE CLEVIS HANGERS FOR ALL SINGLE RUN PIPING. WHERE REQUIRED,
OVERSIZE TO ACCOMMODATE INSULATION TO PASS THROUGH. PROVIDE INSULATION SHIELDS.
WHERE POSSIBLE, GROUP PIPING TO ALLOW TRAPEZE HANGERS TO BE USED.
PROVIDE ALL ANCHORS, INSERTS AND BEAM CLAMPS REQUIRED FOR HANGERS AND
SUPPORTS. IF ADDITIONAL STRUCTURAL MEMBERS OR SUPPORTS ARE REQUIRED, THE
CONTRACTOR IS TO COORDINATE WITH THE STRUCTURAL CONTRACTOR FOR PROVISION OF
THESE MEMBERS. ALL PIPING AND EQUIPMENT IS TO BE SECURELY FASTENED TO THE
BUILDING STRUCTURE IN AN ACCEPTABLE MANNER.
ALL PIPING PASSING THROUGH WALLS AND FLOORS SHALL BE SLEEVED. THE SLEEVES SHALL
HAVE AN INSIDE DIAMETER 1" LARGER THAN THE PIPE AND INSULATION, IF INSULATED.
INSULATION SHALL PASS CONTINUOUS THROUGH THE SLEEVE.
PLUMBING PIPING
PIPING MATERIAL SHALL BE AS FOLLOWS:
SANITARY/WASTE PIPING ABOVE AND BELOW FLOOR SLAB - CAST IRON, HUBLESS, NEOPRENE
GASKET, STAINLESS STEEL HEAVY DUTY CLAMP AND SHIELD COUPLING. CISPI 301.
VENT PIPING ABOVE AND BELOW FLOOR SLAB - CAST IRON, HUBLESS, NEOPRENE GASKET,
STAINLESS STEEL HEAVY DUTY CLAMP AND SHIELD COUPLING, CISPI 301.
WATER PIPING - COPPER, TYPE L, ASTM B88, SOLDER OR PRESS CONNECTIONS.
ACID WASTE AND VENT FLAME RETARDANT SCHEDULE 40 POLYPROPYLENE PIPE AND FITTINGS
CONFORMING TO ASTM D4101 AND F1412. JOINTS SHALL BE MADE WITH SOCKET FUSION OR NO
HUB-MECHANICAL COUPLINGS FURNISHED BY PIPE MANUFACTURER.
BALL VALVES SHALL BE BRONZE, TWO PIECE, FULL PORT, EXTENDED LEVER HANDLE FOR
INSULATION, CLASS 150-400 PSI WOG, AS MANUFACTURED BY MILWAUKEE, NIBCO OR APOLLO.
NO PIPING SHALL BE COVERED UNTIL TESTED AND APPROVED BY THE AUTHORITIES HAVING
JURISDICTION.
INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE,
JOINTS OR CONNECTED EQUIPMENT.
CONCEALED PIPING AND ACCESSORIES SHALL BE ARRANGED TO USE THE MINIMUM AMOUNT
OF ACCESS DOORS AND PANELS.
PIPING SHALL BE RUN CONCEALED IN FURRED SPACES, CHASES, WALLS, ETC. CONTRACTOR
SHALL OBTAIN PERMISSION TO RUN EXPOSED PIPING.
PROVIDE ISOLATION AND SHUT-OFF VALVES AT ALL BRANCH LINES AND EQUIPMENT.
PROVIDE LISTED AND APPROVED DIELECTRIC FITTINGS WHEN JOINING DISSIMILAR METALS.
RUN ALL SANITARY AND WASTE PIPING AT A MINIMUM OF 1/8" PER FOOT FOR PIPING. SLOPE
VENT PIPING TO DRAIN.
PIPE HANGERS SHALL BE PLACED ADJACENT TO MOTOR DRIVEN EQUIPMENT. HANGERS AND
SUPPORTS SHALL BE AS FOLLOWS:
COPPER PIPING
1/2" TO 1-1/4" AT MAXIMUM 6'-0" SPACING
1-1/2" TO 3" AT MAXIMUM 10'-0" SPACING
CAST IRON PIPING
1-1/2" TO 2" AT MAXIMUM 10'-0" SPACING
2-1/2" AND ABOVE AT MAXIMUM 5'-0" SPACING
WATER PIPING IS TO BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH LOCAL AND STATE
HEALTH REGULATIONS. AFTER FLUSHING AND DISINFECTING, THE WATER IS TO BE TESTED BY
THE CONTRACTOR THROUGH AN INDEPENDENT LAB WITH A WRITTEN REPORT.
ALL NEW WATER, SANITARY, WASTE, AND VENT PIPING SHALL BE PRESSURE TESTED AS
FOLLOWS:
SANITARY, WASTE, AND VENT PIPING - HYDROSTATIC TEST AT 10 FT HEAD FOR
A MINIMUM 4 HOURS. SUBMIT WRITTEN/SIGNED TEST RESULTS.
WATER PIPING - HYDROSTATIC TEST AT 125 PSI OR 1-1/2 TIMES OPERATING
PRESSURE (WHICHEVER IS GREATER)FOR A MINIMUM 4 HOURS WITH
MAXIMUM LOSS OF 2 PSI. SUBMIT WRITTEN/SIGNED TEST RESULTS. AIR TESTING WILL NOT BE
ACCEPTABLE.
PIPE SEALS AND FIRE-STOPS
SEAL ALL PIPING PASSING THROUGH FIRE AND/OR SMOKE RATED PARTITIONS, WALLS AND
FLOORS WITH A UL LISTED, APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL
EQUIVALENT TO THE RATING OF THE WALL, PARTITION OR FLOOR. COORDINATE WITH
ARCHITECTURAL DRAWINGS FOR COMPATIBILITY WITH WALL AND FLOOR CONSTRUCTION.
FOR INTERIOR PARTITIONS, WALLS AND FLOORS, SLEEVES SIZED TO ALLOW INSULATION TO
PASS THROUGH CONTINUOUS WITH A MAXIMUM 1" ANNULAR SPACE BETWEEN THE
INSULATION AND SLEEVE. SLEEVES TO BE CUT SMOOTH AND INSTALLED FLUSH WITH
FINISHED WALLS AND 2" ABOVE FINISHED FLOORS. FILL THE ANNULAR SPACE WITH UL
SEALING MATERIAL.
NATURAL GAS PIPING SYSTEM
UNLESS OTHERWISE NOTED ON THE PLANS, GAS PIPING SHALL BE AS FOLLOWS:
GAS PIPING TO BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS, ASTM A53.
PIPE THREADS TO BE TAPERED AND PIPING SHALL SLOPE TOWARDS EQUIPMENT WITH DRIPS
AT LOW POINTS AND EQUIPMENT. ASME B1.20.1
ALL PIPING SHALL BE TESTED IN COMPLIANCE WITH THE CONNECTICUT STATE BUILDING CODE
AND NFPA 54 WITH ALL DOCUMENTATION OF TESTS SIGNED BY CONTRACTOR. TEST WITH
COMPRESSED AIR OR OTHER INERT GAS.
SLOPE PIPING UPWARDS AT A MINIMUM OF 1/4" IN 15'-0" HORIZONTAL PIPE RUN.
HANGERS AND SUPPORT SPACING SHALL BE AS FOLLOWS:
ALL PIPE SIZES AT MAXIMUM 6'-0" SPACING
ALL PIPING UP TO 2" SHALL BE THREADED, 2-1/2" AND LARGER SHALL BE WELDED.
VALVING SHALL BE BALL VALVES (BRONZE BODY, BRASS STEM PTFE SEAT) FOR PIPING UP TO
2" AND IRON BODY GAS COCKS (BRASS PLUG AND WASHER) FOR PIPING 2-1/2" AND LARGER.
CSA CERTIFIED/UL LISTED.
ALL NEW GAS PIPING SHALL BE PAINTED WITH PRIMER AND TWO COATS YELLOW ENAMEL
WITH PIPE LABELS SPACED AT MAXIMUM 6'-0" INTERVALS. LABELS TO INDICATE NATURAL GAS
AND GAS PRESSURE.
PLUMBING DEMOLITION SPECIFICATIONS
GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF EXISTING
PLUMBING EQUIPMENT, FIXTURES, PIPING, ETC. AS REQUIRED TO FACILITATE NEW
INSTALLATIONS. DO NOT ABANDON IN PLACE.
DEMOLITION WORK SHALL INCLUDE THE REMOVAL OF ALL HANGERS AND SUPPORTS,
ANCHORS AND OTHER ITEMS NOT REQUIRED FOR ANY NEW WORK.
CONTRACTOR SHALL PROVIDE OR COORDINATE WITH OTHERS TO PROVIDE MATERIALS AND
EQUIPMENT FOR PATCHING AND PERFORMING NEW WORK.
EXAMINATION OF SITE
BEGINNING OF DEMOLITION MEANS ACCEPTANCE OF EXISTING CONDITIONS AND
CONTRACTURAL REQUIREMENTS.
SUBMITTALS
CONTRACTOR TO SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE FOR SELECTIVE
DEMOLITION WORK TO OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO START OF WORK.
INCLUDE COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES
AS REQUIRED, TOGETHER WITH DETAILS FOR DUST AND NOISE CONTROL PROTECTION.
PHOTOGRAPHS OF EXISTING CONDITIONS OF STRUCTURE SURFACES, EQUIPMENT, AND
ADJACENT IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE RELATED TO
REMOVAL OPERATIONS. FILE WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK.
CONDITIONS OF STRUCTURES: OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL
CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED.
CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE
MAINTAINED BY OWNER INSOFAR AS PRACTICABLE. HOWEVER, MINOR VARIATIONS WITHIN
STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO
START OF SELECTIVE DEMOLITION WORK.
STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.
DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION
WORK.
UTILITY SERVICES: EXISTING UTILITIES TO REMAIN IN SERVICE AND BE PROTECTED AGAINST
DAMAGE DURING DEMOLITION OPERATIONS.
ITEMS NOTED FOR REMOVAL SHALL BE DISCONNECTED AND TURNED OVER TO THE OWNER
OR DISPOSED OF BY THE CONTRACTOR IF THE OWNER SO REQUESTS. IF INSTRUCTED TO
DISPOSE OF ITEMS, THE CONTRACTOR SHALL REMOVE THE ITEMS FROM THE PREMISES AND
DISPOSE OF THEM IN A SAFE, LEGAL AND RESPONSIBLE MANNER AND LOCATION.
QUESTIONS REGARDING THE SUITABILITY OF THE MATERIAL OR EQUIPMENT SHALL BE
BROUGHT, IN WRITTEN FORM, TO THE ATTENTION OF THE OWNER/ENGINEER.
EXECUTION DEMOLITION
CONTRACTOR SHALL MAKE SAFE ALL WORK ASSOCIATED WITH WITH DEMOLITION SCOPE.
PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS
AS REQUIRED TO COMPLETE WORK IN ACCORDANCE WITH DEMOLITION SCHEDULE AND
GOVERNING REGULATIONS.
CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES FOR DISCONNECTION AND
REMOVAL OF PIPING AND FITTINGS FROM EQUIPMENT BEING REMOVED BY OTHER TRADES.
PROVIDE ALL DUMPSTERS AND CONTAINERS NECESSARY TO HOLD, STORE AND TRANSPORT
DEMOLISHED MATERIALS AS REQUIRED.
WHERE CONCRETE AND/OR MASONRY DEMOLITION IS INCLUDED, DEMOLISH CONCRETE AND
MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WITH
CONSTRUCTION TO REMAIN USING POWER-DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT
USE POWER-DRIVEN IMPACT TOOLS.
LOCATE DEMOLITION EQUIPMENT THROUGHOUT STRUCTURE, AND PROMPTLY REMOVE
DEBRIS TO AVOID IMPOSING EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR
FRAMING.
PROVIDE SERVICES FOR EFFECTIVE AIR AND WATER POLLUTION CONTROLS AS REQUIRED
BY LOCAL AUTHORITIES HAVING JURISDICTION.
IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT
WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE
BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT TO OWNER'S
REPRESENTATIVE IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE FROM
OWNER'S REPRESENTATIVE, REARRANGE SELECTIVE DEMOLITION SCHEDULE AS
NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT UNDUE DELAY.
REMOVE FROM BUILDING SITE DEBRIS, RUBBISH, AND OTHER MATERIAL RESULTING FROM
DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OFF SITE.
IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, COMPLY
WITH APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL,
HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION.
CLEANUP & REPAIR
UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED
MATERIALS FROM SITE.
REMOVE PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN.
REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN ELEMENTS OF
CONSTRUCTION AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR TO START OF
OPERATIONS. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BY
SELECTIVE DEMOLITION WORK.
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
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CONSTRUCTION DOCUMENTS
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1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
P2.1
PLUMBING SPECIFICATIONS
678910111215
16
17
18
19
20
ELECTRICAL LIGHTING DEMOLITION PLAN
1
SCALE:1/4"=1'-0"
ED1.1
LABORATORY - 1
LABORATORY - 2
LABORATORY
STORAGE
STORAGE
CORRIDOR
CUST.
1
DISCONNECT AND REMOVE EXISTING PENDANT LIGHT FIXTURE. RETAIN
3
DEMOLITION KEYED NOTES (LIGHTING)
UNSWITCHED CIRCUIT FOR CONNECTION TO NEW FIXTURES.
2
DISCONNECT AND REMOVE EXISTING SURFACE LIGHT FIXTURE. RETAIN
UNSWITCHED CIRCUIT FOR CONNECTION TO NEW FIXTURES.
1 111
2
2
EXISTING SWITCH AND CIRCUITING TO BE REMOVED.
33
3
3
4
4 EXISTING SWITCH TO REMAIN AND BE REUSED FOR NEW LIGHTING FITURES.
5
EXISTING EMERGENCY LIGHT TO REMAIN. RECONNECT TO NEW CIRCUITING
AS INDICATED ON NEW WORK PLAN.
6
EXISTING EMERGENCY LIGHT TO BE RELOCATED. RECONNECT TO NEW CIRCUITING
AS INDICATED ON NEW WORK PLAN.
5
6
7
7
DISCONNECT AND REMOVE EXISTING EMERGENCY LIGHT PRIOR TO WALL REMOVAL.
REINSTALL ON NEW WALL AND RECONNECT TO EXISTING CIRCUITNG.
WF
8
WF
8
8
DISCONNECT AND REMOVE EXISTING WIFI ROUTER PRIOR TO CEILING REMOVAL.
REINSTALL ON NEW CEILING AND RECONNECT TO EXISTING CIRCUITNG.
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
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EL_ccollie
r.rvt
1/1
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CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
ED1.1
ELECTRICAL LIGHTING
DEMOLITION PLAN
678910111215
16
17
18
19
20
ELECTRICAL POWER DEMOLITION PLAN
1
SCALE:1/4"=1'-0"
ED1.2
LABORATORY - 1
LABORATORY - 2
LABORATORY
STORAGE
STORAGE
CORRIDOR
CUST.
1 EXISTING PANEL 'PPA' TO REMAIN AND BE REUSED.
2
EXISTING RECEPTACLES TO BE REMOVED. REMOVE CIRCUITING
(CONDUCTORS, RACEWAY) BACK TO SOURCE PANEL
1
2
2
2
22
2
2
2
2
2
2
2 2
12
12
3
34
3
4
3
EXISTING DATA OUTLET TO BE RELOCATED. REMOVE WIRING TO
ABOVE CEILING, AND LEAVE FOR EXTENSION TO NEW LOCATION.
REMOVE EXISTING BOX AND RACEWAY.
4 EXISTING DATA OUTLET TO REMAIN.
F
F
F
C S
5
SC S S
5
EXISTING FIRE ALARM A/V DEVICE TO BE RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
6 EXISTING FIRE ALARM A/V DEVICE TO REMAIN.
6
7
EXISTING CLOCK/SPEAKER EQUIPMENT TO BE RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
8 EXISTING CLOCK/SPEAKER EQUIPMENT TO REMAIN.
7
8
9
9
9
9
EXISTING PHONE AND/OR INTERCOM OUTLET TO BE RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
DL
10
DISCONNECT POWER FROM EXISTING DOOR LOCK PRIOR TO DOOR REMOVAL.
EXTEND CIRCUITING TO NEW LOCATION.
11
EXISTING DOOR "REQUEST TO EXIT" BUTTON TO BE RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
B
1011
11
2
FRR FRS
FR
S
FR
S
FRS
FR
R
12 EXISTING RECEPTACLE TO REMAIN.
13
13
DISCONNECT UNIT VENTILATOR CIRCUIT PRIOR TO VENTILATOR REMOVAL.
MAINTAIN CIRCUIT CONTINUITY TO EQUIPMENT TO REMAIN ON SAME CIRCUIT.
SS
SS
14
EXISTING FIRE ALARM DETECTION DEVICE TO BE RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
DEMOLITION KEYED NOTES (POWER)
15
DISCONNECT AND REMOVE BELL PRIOR TO WALL REMOVAL. REINSTALL
ON NEW WALL AND RECONNECT TO EXISTING CIRCUITING.
15
14
16
EXISTING "FRONTROW" SYSTEM RECEIVER TO BE RELOCATED. EXTEND CIRCUITING
TO NEW LOCATION.
17
EXISTING "FRONTROW" SYSTEM SPEAKER TO BE RELOCATED. EXTEND CIRCUITING
TO NEW LOCATION.
18 EXISTING "FRONTROW" SYSTEM SPEAKER TO REMAIN.
161618
18
18
17
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit Lo
cal\P
reston P
lain
s M
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chool La
bs_C
EN
TR
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EL_ccollie
r.rvt
1/1
7/2
02
0 2
:4
3:3
1 P
M
CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
ED1.2
ELECTRICAL POWER
DEMOLITION PLAN
ELECTRICAL LIGHTING PLAN
1
SCALE:1/4"=1'-0"
E1.1
78910111215
16
17
18
19
20
REF.
STG. RM.
201A
PREP ROOM
202A STG. RM.
202B
SCIENCE LAB
ROOM
202
SCIENCE
CLASSROOM
201
JAN. CL.
200A
A
A
A
A
A A
ETR
0
0
3
ETR
ETR
RL
RL
EBU
D
3
D
D
D
CONNECT TO EXISTING
AREA UNSWITCHED
LIGHTING CIRCUIT
CONNECT TO EXISTING
AREA UNSWITCHED
LIGHTING CIRCUIT
CONNECT TO EXISTING
AREA UNSWITCHED
LIGHTING CIRCUIT
RELOCATE AND REINSTALL CORRIDOR
EMERGENCY LIGHTING FIXTURE. RECONNECT
TO EXISTING CIRCUITING.
C
C
CCC
RELOCATE, REINSTALL, AND RECIRCUIT
EMERGENCY LIGHTING FIXTURE.
A AA
A AA
A
A
BBB
BBB
BBB
RECIRCUIT EXISTING
EMERGENCY LIGHTING FIXTURE.
AAA
AAA
AAA
AAA
OS
OS
OS
WP
GFI
ETR
C/B
C
A.F.F.
A.F.G.
A
ELECTRICAL LEGEND
S
RL
BRANCH CIRCUIT WIRING
BRANCH CIRCUIT HOMERUN
AMPERE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
CONDUIT
CIRCUIT BREAKER
EXISTING TO REMAIN
GROUND FAULT INTERRUPTER
EXISTING TO BE RELOCATED/EXISTING RELOCATED
WEATHER PROOF
N O T E : ALL MOUNTING HEIGHTS GIVEN ARE TO CENTERLINE OF DEVICE UNLESS OTHERWISE NOTED.
LIGHT FIXTURE - SUBLETTER INDICATES TYPE
OCCUPANCY SENSOR SWITCH - MOUNT AT 48" A.F.F.
GROUNDED DUPLEX RECEPTACLE - MOUNT AT 18" A.F.F. U.N.O
GROUNDED DUPLEX RECEPTACLE - GFI TYPE - MOUNT ABOVE COUNTER
GROUNDED DUPLEX GFI RECEPTACLE "WEATHERPROOF WHILE IN-USE" COVER
MOTOR STARTER W/NON-FUSED DISCONNECT SWITCH
O
MOTOR
ELECTRICAL PANELBOARD
AC ABOVE COUNTER
S
SINGLE POLE TOGGLE SWITCH - MOUNT AT 48" A.F.F.
OSCEILING MOUNTED OCCUPANCY SENSOR WITH POWER PACK
UNSWITCHED LIGHTING CIRCUIT WIRING
OCCUPANCY SENSOR INTERCONNECT WIRING
EMERGENCY BATTERY LIGHTING UNITE
AC
WP
G
S
THREE-WAY SWITCH - MOUNT AT 48" A.F.F.
3
S
0-10V DIMMER SWITCH - MOUNT AT 48" A.F.F.
D
S
0-10V THREE-WAY DIMMER SWITCH - MOUNT AT 48" A.F.F.
D3
S
SWITCH WITH PILOT LIGHT - MOUNT AT 48" A.F.F.
P
GROUNDED DUPLEX RECEPTACLE - GFI TYPE - MOUNT ABOVE COUNTER
G
GROUNDED QUADRUPLEX RECEPTACLE - MOUNT AT 18" A.F.F. U.N.O
COUNTER TOP MONUMENT WITH TWO DUPLEX RECEPTACLES: LEGRAND #LBP2
CR CORD REEL MOUNTED TO STRUCTURE ABOVE: P&S #CRCD123G25T15
FRR
"FRONT ROW" SYSTEM RECEIVER
FRS
"FRONT ROW" SYSTEM SPEAKER
TELEPHONE OR DATA OUTLET
SCCLOCK/SPEAKER
S
FIRE ALARM SMOKE DETECTOR
F
FIRE ALARM A/V DEVICE
B
BELL
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit Lo
cal\P
reston P
lain
s M
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chool La
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EL_ccollie
r.rvt
1/1
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CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
E1.1
ELECTRICAL LIGHTING
PLAN
ELECTRICAL POWER PLAN
1
SCALE:1/4"=1'-0"
E1.2
78910111215
16
17
18
19
20
REF.
STG. RM.
201A
PREP ROOM
202A
STG. RM.
202B
SCIENCE LAB
ROOM
202
SCIENCE
CLASSROOM
201
JAN. CL.
200A
1 EXISTING PANEL 'PPA' TO REMAIN AND BE REUSED.
2 NEW RECEPTACLES AND CIRCUITING.
3
EXISTING DATA OUTLET RELOCATED. EXTEND WIRING
TO NEW LOCATION.
4 EXISTING DATA OUTLET TO REMAIN.
F
F
F
C S S
C S S
5
EXISTING FIRE ALARM A/V DEVICE RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
6 EXISTING FIRE ALARM A/V DEVICE TO REMAIN.
7
EXISTING CLOCK/SPEAKER EQUIPMENT RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
8 EXISTING CLOCK/SPEAKER EQUIPMENT TO REMAIN.
9
EXISTING PHONE AND/OR INTERCOM OUTLET RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
DL
10
DOOR LOCK. EXTEND EXISTING CIRCUITING TO NEW LOCATION AND
RECONNECT.
11
EXISTING DOOR "REQUEST TO EXIT" BUTTON RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
B
FRS
FR
S
FR
S
FRS
FR
R
12 EXISTING RECEPTACLE TO REMAIN.
13
NEW LAB UTILITY CONTROLLER, SOLENOID ENCLOSURE, AND CONTACTOR ENCLOSURE
PROVIDED BY OTHERS, INSTALLED AND WIRED BY DIV. 26. (SEE PLUMBING DRAWINGS)
SS
SS
14
EXISTING FIRE ALARM DETECTION DEVICE RELOCATED. EXTEND
CIRCUITING TO NEW LOCATION.
NEW WORK KEYED NOTES (POWER)
15 REINSTALL EXISTING BELL ON NEW WALL AND RECONNECT TO EXISTING CIRCUITING.
16
EXISTING "FRONTROW" SYSTEM RECEIVER RELOCATED. EXTEND CIRCUITING
TO NEW LOCATION.
17
EXISTING "FRONTROW" SYSTEM SPEAKER TO BE RELOCATED. EXTEND CIRCUITING
TO NEW LOCATION.
18 EXISTING "FRONTROW" SYSTEM SPEAKER TO REMAIN.
ETR
ETR
RL
RL
ETR
ETR
RL
RL
RL
ETR
RL
RL
RL
RL
RL
RL
ETR
ETR
RL
RL
RL
RL
FR
R
RL
RL
ETR
ETR ETR
1
PPA-7
PPA-9
PPA-11
AC
AC
G
PPA-13
2
2
2
2
2
2
2
PEF-1 (ON
ROOF)
FEF-1 (ON
ROOF)
DOAS-1 (ON ROOF)
WP
3#8+#10G~3/4"C TO
NEW 60A-3P C/B IN
PANEL 'PPA'
P
WP
G
MOUNT AT DOAS-1, ON ROOF
3#12+#12G~3/4"C TO
SPARE 20A-3P C/B IN
PANEL 'PPA'
2#12+#12G~3/4"C TO
CONTROL SWITCH
IN HOOD
STARTER FOR FEF-1
MOUNTED IN JAN. CL.
PPA-15
2 2 2 2
PPA-17
PPA-14 VIA
ISIMET CONTACTOR
PPA-16 VIA
ISIMET CONTACTOR
CR
CR
CR
CR
CR
CR
PPA-18 VIA
ISIMET CONTACTOR
PPA-22 VIA
ISIMET CONTACTOR
J
PPA-22 VIA
ISIMET CONTACTOR
+66"
+66"
+66"
PPA-19
PPA-21
+66"
RL
+66"
+66"
2
2
2
2
2
2
22
2
2
2
2
2
2
3
3
3
3
4
4
5
6
6
7
8
9
9
9
1011
11
12
12
13
14
14
15
16
16
17
18
18 18
19
19
19
19
19
19
19 NEW CORDREEL/RECEPTACLES AND CIRCUITING.
20
20 NEW CIRCUITING TO PRE-WIRED TEACHER'S STATION.
NOTE: ALL WIRING SHALL BE 2#12+#12G~3/4"C, UNLESS NOTED OTHERWISE
21
21
21
EMERGENCY UTILITY PUSHBUTTON, PROVIDED WITH UTILITY CONTROLLER
(BY OTHERS), INSTALLED AND WIRED BY DIV 26.
22
NEW SMOKE DETECTOR WITH RELAY. CONNECT TO EXISTING FIRE ALARM INITIATING
CIRCUIT. ROUTE 2#12+#12G~3/4"C FROM UNSWITCHED LIGHTING CIRCUIT THROUGH
RELAY TO POWER SMOKE DAMPER (SEE MECH. DRAWINGS.)
SS
22
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
C:\R
evit Lo
cal\P
reston P
lain
s M
id
dle S
chool La
bs_C
EN
TR
AL M
OD
EL_ccollie
r.rvt
1/1
7/2
02
0 2
:4
3:3
1 P
M
CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
E1.2
ELECTRICAL POWER PLAN
GENERAL PROVISIONS
A. GENERAL
1. REQUIREMENTS SPECIFIED ON COVER SHEET, ALONG WITH ELECTRICAL SPECIFICATIONS
AND ALL ITS SECTIONS, COMPRISE THE CONTRACT DOCUMENTS FOR THE ELECTRICAL
CONTRACT. DRAWINGS AND ALL THEIR REVISIONS UP TO THE BID SUBMITTAL DATE
BECOME A BINDING PART OF THE CONTRACT, ALONG WITH THESE SPECIFICATIONS AS
THOUGH THEY WERE ONE, AND ANYTHING IMPLIED BY THE SPECIFICATIONS SHALL BE
INTERPRETED AS ALSO IMPLIED BY THE DRAWINGS AND VICE VERSA. PROVIDE
NECESSARY ITEMS FOR A COMPLETE INSTALLATION OF ALL ELECTRICALLY OPERATED
EQUIPMENT LISTED IN THE SPECIFICATIONS OR SHOWN ON THE CONTRACT DRAWINGS.
2. THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND EQUIPMENT DRAWINGS
AND SPECIFICATIONS ARE INCORPORATED INTO, AND BECOME A PART OF THIS DIVISION.
THIS CONTRACTOR SHALL EXAMINE ALL SUCH DRAWINGS AND SPECIFICATIONS AND
BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS CONTAINED THEREIN. THE
SUBMISSION OF HIS BID SHALL INDICATE SUCH KNOWLEDGE.
3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THEY ARE INTENDED TO SHOW THE
APPROXIMATE LOCATIONS OF EQUIPMENT AND CONDUIT. DIMENSIONS GIVEN ON THE
PLANS, IN FIGURES, SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED IN THE FIELD. THE ELECTRICAL CONTRACTOR SHALL LAYOUT ALL EQUIPMENT
ROOMS TO MAKE SURE THE EQUIPMENT, AS PURCHASED, FITS IN THE ROOM OR SPACE
SHOWN. EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD AND
ROUTING OF CONDUITS SHALL SUIT FIELD CONDITIONS.
4. UNTIL THE TIME OF INSTALLATION, THE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR
CHANGES IN THE LOCATION OF CONDUIT AND EQUIPMENT WITHOUT ADDITIONAL COST TO
THE CONTRACT.
5. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH
OTHER. MATERIAL AND LABOR NECESSARY TO THE PROJECT SHALL BE FURNISHED AND
INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. LABOR AND/OR
MATERIALS NEITHER SHOWN NOR SPECIFIED, BUT OBVIOUSLY NECESSARY FOR THE
COMPLETION AND PROPER FUNCTIONING OF THE SYSTEM, SHALL BE FURNISHED AND
INSTALLED BY THE ELECTRICAL CONTRACTOR AT NO ADDITIONAL COST.
6. ARRANGE ALL EQUIPMENT SUBSTANTIALLY AS SHOWN ON THE DRAWINGS. MAKE
DEVIATIONS ONLY WHERE NECESSARY TO AVOID INTERFERENCE. CHECK ALL EQUIPMENT
SIZES AGAINST AVAILABLE SPACE PRIOR TO SHIPMENT TO AVOID INTERFERENCE.
7. EXAMINE THE WORK OF OTHER TRADES INSOFAR AS THEIR WORK COMES IN CONTACT
WITH OR IS COVERED BY THIS WORK. IN NO CASE ATTACH TO, OR FINISH AGAINST ANY
DEFECTIVE WORK OR INSTALL WORK IN A MANNER WHICH WILL PREVENT PROPER
INSTALLATION OF THE WORK OF OTHER TRADES.
8. ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER TRADES ALL ELECTRICAL
CHARACTERISTICS OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. CONTRACTOR
SHALL VERIFY VOLTAGE, PHASE AND HORSEPOWER AND SHALL NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO START OF WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE
DISCONNECTING MEANS AND OVERLOAD PROTECTION FOR ALL EQUIPMENT, UNLESS
FURNISHED INTERGRAL WITH EQUIPMENT PACKAGE.
9. IT IS THE INTENT OF THESE DRAWINGS THAT THIS BE A COMPLETE ELECTRICAL JOB. ANY
ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR
TO BIDDING THE JOB.
B. VISIT TO THE SITE
1. THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND FAMILIARIZE HIMSELF WITH
ALL CONDITIONS AFFECTING HIS WORK. THE SUBMISSION OF HIS PROPOSAL SHALL
INDICATE SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT SHALL BE MADE ON CLAIMS THAT
ARISE FROM A LACK OF KNOWLEDGE OF THE EXISTING CONDITIONS.
C. CODE AND PERMITS
1. INSTALLATION SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND
REGULATIONS OF MUNICIPAL, CITY, COUNTY, STATE AND PUBLIC UTILITIES AND ALL
OTHER AUTHORITIES HAVING JURISDICTION OVER THE PREMISES.
2. COMPLY WITH ANY SPECIFICATION REQUIREMENTS THAT ARE IN EXCESS BUT NOT IN
CONFLICT WITH CODE REQUIREMENTS.
3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, PLAN REVIEWS AND
CERTIFICATES OF INSPECTION IN CONNECTION WITH HIS WORK, REQUIRED BY THE
FOREGOING AUTHORITIES. BEFORE FINAL PAYMENT OF THE CONTRACT IS ALLOWED, ALL
CERTIFICATES SHALL BE DELIVERED TO THE ARCHITECT IN DUPLICATE.
4. ELECTRICAL MATERIAL AND EQUIPMENT SHALL BEAR THE UL LABEL EXCEPT WHERE UL
DOES NOT LABEL SUCH TYPES OF MATERIAL AND EQUIPMENT.
D. SHOP DRAWINGS SUBMITTALS
1. THE ELECTRICAL CONTRACTOR SHALL SUBMIT FIVE (5) SETS OF SHOP DRAWINGS. THE
SHOP DRAWINGS OF THE FOLLOWING EQUIPMENT USING THE INDICATED NUMBERING
SYSTEM AND TITLES, SHALL BE SUBMITTED THROUGH THE ARCHITECT TO THE ENGINEER
AND THEN RESUBMITTED FOR FINAL APPROVAL, IF NECESSARY. SHOP DRAWINGS SHALL
BE SUBMITTED FOR THE FOLLOWING ITEMS:
a. WIRING DEVICES
b. PANELBOARDS AND SAFETY SWITCHES INCLUDING FAULT CURRENT STUDY BASED ON
EQUIPMENT BEING SUPPLIED.
c. CONTACTORS, TIME SWITCHES AND PHOTOCELL
d. LIGHTING FIXTURES
e. SUPERVISORY ALARM SYSTEM
2. ALL SUBMITTED SHOP DRAWINGS (MANUFACTURERS "EQUIPMENT DESCRIPTIVE SHEETS
OR VENDORS" PREPARED DRAWINGS) SHALL HAVE THE GENERAL CONTRACTOR'S OR
SUBCONTRACTOR'S "STAMP OF APPROVAL" INDICATING THAT THE ITEM SUBMITTED IS AS
CALLED FOR ON THE PLANS AND SPECIFICATIONS, IS APPROVED BY THE GENERAL
CONTRACTOR OR SUBCONTRACTOR, THE DATE OF APPROVAL AND INITIALED BY THE
PERSON APPROVING THE SUBMITTAL AND THE NAME OF THE COMPANY SUBMITTING SAID
EQUIPMENT FOR APPROVAL.
3. SUBMIT BOUND BROCHURES COMPLETE WITH A TABLE OF CONTENTS. LOOSE OR
STAPLED TOGETHER SHEETS ARE NOT ACCEPTABLE. ANY SUBMITTALS NOT IN BROCHURE
FORM OR NOT AS SPECIFIED SHALL BE RETURNED AT THE CONTRACTOR'S EXPENSE FOR
RESUBMITTAL.
4. ALL DESCRIPTIVE LITERATURE SHALL BE SUBMITTED IN A THREE (3) HOLE BROCHURE
WITH A COVER IDENTIFYING THE FOLLOWING:
a. NAME OF THE JOB.
b. LOCATION OF THE JOB, ADDRESS, CITY AND STATE.
c. NAME AND ADDRESS OF THE COMPANY SUBMITTING THE BROCHURES.
d. DATE OF THE SUBMITTAL.
5. EVERY EFFORT SHALL BE MADE, IN CHECKING THE SHOP DRAWINGS, TO DETECT AND
CORRECT ALL ERRORS, OMISSIONS AND INACCURACIES. FAILURE TO DO THIS WILL NOT
RELIEVE THE ELECTRICAL CONTRACTOR OF THE RESPONSIBILITY FOR THE PROPER AND
COMPLETE INSTALLATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
E. RECORD DRAWINGS
1. SUBMIT TO THE ARCHITECT ONE SET OF ELECTRICAL DRAWINGS SHOWING THE RECORD
CONDITIONS.
F. STANDARDS AND SUBSTITUTIONS
1. WHEREVER THE WORDS "APPROVED BY", "APPROVED EQUAL", "AS DIRECTED" OR SIMILAR
PHRASES ARE USED IN THE FOLLOWING SPECIFICATIONS, THEY SHALL BE UNDERSTOOD
TO REFER TO THE OWNER AS THE APPROVING AGENCY. THE NAME OR MAKE OF ANY
EQUIPMENT OR MATERIALS NAMED IN THIS SPECIFICATION (WHETHER OR NOT THE
WORDS "OR APPROVED EQUAL" ARE USED) SHALL BE KNOWN AS THE "STANDARD".
2. THESE SPECIFICATIONS ESTABLISH QUALITY STANDARD OF MATERIALS AND EQUIPMENT
TO BE PROVIDED. SPECIFIC ITEMS ARE IDENTIFIED BY MANUFACTURER, TRADE NAME OR
CATALOG DESIGNATION. THIS CONTRACTOR SHALL SUBMIT HIS BASE BID PRICE BASED
UPON STANDARD SPECIFIED EQUIPMENT DESCRIBED HEREIN AND AS DETAILED ON
DRAWINGS AND ASSOCIATED CONTRACT DOCUMENTS. THESE SPECIFICATIONS ARE NOT
TO BE CONSIDERED PROPRIETARY THE CONTRACTOR MAY SUBMIT INFORMATION ON
MATERIALS AND MANUFACTURERS (OTHER THAN THOSE LISTED) FOR REVIEW BY THE
ARCHITECT AND ENGINEER NO LATER THAN TEN (10) DAYS BEFORE BIDS ARE SUBMITTED.
IN ADDITION, SAMPLES OF PROPOSED EQUIPMENT MAY BE REQUIRED TO BE SUBMITTED
TO THE ENGINEER FOR REVIEW NO LATER THAN TEN (10) DAYS BEFORE BIDS ARE
SUBMITTED. MANUFACTURERS OF PRODUCTS ACCEPTED BY THE ARCHITECT AND
ENGINEER WILL BE LISTED IN AN ADDENDUM TO THE SPECIFICATIONS AS AN ACCEPTABLE
SUBSTITUTION EQUIPMENT ACCEPTED AS DETAILED BELOW AND SHALL BE SHOWN AS A
SEPARATE ADD OR DEDUCT PRICE TO BE FACTORED INTO THE BASE BID PRICE BY THE
ARCHITECT AND OWNER IF ACCEPTED.
G. INTERFERENCES
1. BEFORE THE INSTALLATION OF ANY ITEM BEGINS, THE ELECTRICAL CONTRACTOR SHALL
CAREFULLY ASCERTAIN THAT IT DOES NOT INTERFERE WITH CLEARANCES FOR THE
ERECTION OF FINISH BEAMS, COLUMNS, PILASTERS, WALLS OR OTHER STRUCTURAL OR
ARCHITECTURAL MEMBERS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF ANY WORK
IS INSTALLED AND THE ARCHITECTURAL DESIGN CANNOT BE FOLLOWED, THIS CONTRACTOR
SHALL, AT HIS OWN EXPENSE, MAKE CHANGES IN HIS WORK AS DIRECTED BY THE
ARCHITECT TO PERMIT THE COMPLETION OF THE ARCHITECTURAL WORK IN ACCORDANCE
WITH DRAWINGS AND SPECIFICATIONS.
2. IT SHALL BE THE DUTY OF THIS CONTRACTOR TO REPORT ANY INTERFERENCES BETWEEN
HIS WORK AND THAT OF ANY OF THE OTHER CONTRACTORS AS SOON AS THEY ARE
DISCOVERED. THE ARCHITECT SHALL DETERMINE WHICH EQUIPMENT WILL BE RELOCATED,
REGARDLESS OF WHICH WAS INSTALLED FIRST. HIS DECISION WILL BE FINAL.
H. QUALITY ASSURANCE
1. ALL PRODUCTS SHALL BE NEW AND OF THE TYPE AND QUALITY SPECIFIED. WHERE
MATERIALS, EQUIPMENT, APPARATUS OR OTHER PRODUCTS ARE SPECIFIED BY
MANUFACTURER, BRAND NAME, TYPE OF CATALOG NUMBER, SUCH DESIGNATION SHALL
ESTABLISH THE STANDARDS OF THE DESIRED QUALITY AND STYLE. IT IS THE INTENT OF
THESE SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY OF MATERIALS AND
EQUIPMENT INSTALLED.
BASIC ELECTRICAL MATERIALS AND METHODS
A. NAMEPLATES
1. GENERAL: FURNISH AND MOUNT ON EACH PANELBOARD, SWITCHBOARD (INCLUDING
BRANCH SWITCHES), LARGE JUNCTION BOX, SAFETY SWITCH, STARTER, REMOTE CONTROL,
PUSH BUTTON STATION, AND ALL SIMILAR CONTROLS, A NAMEPLATE DESCRIPTIVE OF THE
EQUIPMENT OR EQUIPMENT CONTROLLED.
2. PROVIDE BLACK AND WHITE NAMEPLATES CONSTRUCTED FROM LAMINATED PHENOLIC WITH A
WHITE CENTER CORE. LETTERS SHALL BE ENGRAVED IN THE PHENOLIC TO FORM WHITE
LETTERS 3/8" HIGH. FASTEN THE NAMEPLATES WITH SCREWS AND AN ADHESIVE TYPE
FASTENER.
B. MOUNTING ACCESSORIES
1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON, CHANNEL IRON, RODS,
SUPPORTS, HANGERS, CONCRETE OR PLYWOOD REQUIRED TO INSTALL, MOUNT AND
SUPPORT ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED FOR ON THE PLANS.
2. SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS, CONNECTORS, BOLTS, CLAMPS
AND NECESSARY ACCESSORIES TO MAKE A COMPLETE INSTALLATION. SUPPORTING
MATERIAL SHALL BE GALVANIZED, PAINTED OR OTHERWISE SUITABLY FINISHED. PRODUCTS
BY BRINKLEY, STEEL CITY OR RACO WILL BE ACCEPTABLE.
3. ALL SURFACE-MOUNTED EQUIPMENT ON BLOCK WALLS SHALL BE MOUNTED ON 3/4"
PLYWOOD BACKBOARD. ALL FLOOR-MOUNTED EQUIPMENT SHALL BE INSTALLED ON A 4"
HIGH CONCRETE HOUSEKEEPING PAD.
C. EXECUTION
1. THE ELECTRICAL WORK FOR CONSTRUCTION PROPOSED SHALL CONFORM TO ALL FEDERAL
(OSHA), STATE, ALL SPECIFIC SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE
CURRENT EDITION OF THE NEC.
2. CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AND
INCLUDE THE SAME IN THE CONTRACT COST.
3. EQUIPMENT CONNECTIONS, STARTERS, DISCONNECT SWITCHES, CONTROL TRANSFORMERS
AND PUSHBUTTON STATIONS FOR THE EQUIPMENT FURNISHED BY THE OWNER OR UNDER
A SEPARATE CONTRACT SHALL BE INSTALLED AND CONNECTED UNDER THIS DIVISION, AS
INDICATED ON THE CONTRACT DRAWINGS.
4. ALL CUTTING, PATCHING, EXCAVATING, BACKFILLING AND CONCRETE WORK RELATED TO THIS
CONTRACT WLL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. THIS
CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF PROVIDING THE SLEEVES, CHASES
AND OPENINGS NECESSARY FOR THE ELECTRICAL INSTALLATION AND FOR THEIR REPAIR IN
AN ACCEPTABLE MANNER, AS DETERMINED BY THE ARCHITECT. ALL HOLES SHALL BE
CORE-DRILLED. PROVIDE FIRE STOP IN ALL OPENINGS CREATED THROUGH FIRE-RATED
WALLS, FLOORS OR CEILINGS.
5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED ACCESS PANELS
NECESSARY FOR HIS WORK, COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION.
D. MATERIALS AND WORKMANSHIP
1. ALL WORK SHALL BE INSTALLED IN A PRACTICAL AND WORKMANLIKE MANNER, BY
MECHANICS SKILLED IN THE SEVERAL TRADES NECESSARY.
2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE THE BEST OF
THEIR SEVERAL KINDS UNLESS SPECIFIED OR INDICATED ON THE DRAWINGS TO THE
CONTRARY.
3. DURING EACH PHASE AND AT THE COMPLETION OF THE CONSTRUCTION, THIS CONTRACTOR
SHALL REMOVE ALL DEBRIS AND EXCESS MATERIALS CAUSED BY HIS WORK. HE SHALL
LEAVE THE AREA OF OPERATION BROOM CLEAN.
4. ALL ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OR ETL
LABEL.
5. THIS CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL (LAMPS EXCEPTED)
FOR A PERIOD OF ONE YEAR FROM THE DATE OF BUILDING OPENING AND LEAVE HIS
WORK IN PERFECT ORDER AT THE COMPLETION. SHOULD DEFECTS DEVELOP WITHIN THE
GUARANTEE PERIOD, THE CONTRACTOR SHALL, UPON NOTICE OF THE SAME, REMEDY THE
DEFECTS AND HAVE ALL DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY THE
REPAIRS CORRECTED AT HIS EXPENSE TO THE CONDITION BEFORE SUCH DAMAGE.
E. SCOPE OF WORK
1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, STORAGE,
UNPACKING AND PLACEMENT; TO INCLUDE BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS:
a. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM INCLUDING ALL
PANELS AND FEEDER CONDUCTORS.
b. COMPLETE BRANCH CIRCUIT WIRING SYSTEM.
c. LIGHTING FIXTURE INSTALLATION.
d. TEMPORARY ELECTRICAL POWER AND LIGHTING AS REQUIRED FOR CONSTRUCTION.
e. TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION.
f. DATA OUTLET BOXES
g. WIRING DEVICES.
h. LIGHTING CONTROLS.
i. GROUNDING OF THE ELECTRICAL SYSTEM.
G. CONNECT #10 AND SMALLER WIRES WITH CONSTANT PRESSURE EXPANDABLE
SPRING TYPE CONNECTORS, "SCOTCHLOK" BY 3M OR B-CAP BY BUCHANAN.
H. CONNECT #8 AND LARGER WIRES WITH COMPRESSION CONNECTORS OR
SPLICES AS MANUFACTURED BY BURNDY OR T&B.
I. INSULATE SPLICING CONNECTORS TO AT LEAST 200% OF THE WIRE
INSULATION. USE PRE-STRETCHED TUBING CONNECTOR INSULATORS, 3M PST
FOR #2 AND LARGER CONDUCTORS.
J. PULL CONDUCTORS USING RECOGNIZED METHODS AND EQUIPMENT LEAVING
AT LEAST 6" WIRE AT ALL JUNCTION BOXES FOR CONNECTIONS.
1. CLEANOUT EACH CONDUIT SYSTEM BEFORE PULLING WIRE.
K. FORM AND TIE ALL WIRING IN PANELBOARDS.
L. THERE SHALL BE NO WIRENUT JOINTS OR SPLICES MADE INSIDE
SWITCHBOARDS/PANELBOARDS.
M. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM
THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP.
BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO
THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT
EXCEED LIMIT OF 3%.
N. WIRE SIZES SHALL BE BASED ON THE 60 DEGREES C. AMPACITIES FOR WIRE
SIZES NO. 14-1 A.W.G., AND 75 DEGREES C. AMPACITIES FOR WIRE SIZES #1/0
A.W.G. AND LARGER.
O. PROVIDE GROUNDING OF ALL BRANCH CIRCUITS SERVING PATIENT CARE
AREAS PER NEC SECTION 517.13.
E. PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND
WORKMANSHIP EQUAL TO THAT SPECIFIED FOR DUPLEX CONVENIENCE
RECEPTACLES.
F. PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS
UNLESS OTHERWISE NOTED:
1. FINISHED AREAS: THERMOPLASTIC - COLOR TO MATCH DEVICE.
2. KITCHEN AREA: STAINLESS STEEL.
3. UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM, OR
CAST METAL, AS APPROPRIATE FOR THE TYPE OF BOX.
4. EXTERIOR AREAS: COPPER FREE ALUMINUM WITH GRAY, POWDER
EPOXY FINISH, GASKET, WEATHERPROOF, CROUSE-HINDS "WLRD"
FOR DUPLEX RECEPTACLES AND WLRS FOR SINGLE RECEPTACLES
OR EQUAL.
5. WHERE DEVICES ARE GANGED, THEY SHALL BE INSTALLED UNDER
A COMMON COVERPLATE.
G. LOCATE THE SWITCHES APPROXIMATELY 4'-0" ABOVE THE FINISHED
FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A.
REQUIREMENTS), UNLESS OTHERWISE INDICATED. THE LONG DIMENSION
OF THE SWITCHES SHALL BE VERTICAL.
H. LOCATE RECEPTACLES APPROXIMATELY 1"-6" ABOVE THE FINISHED
FLOOR ELEVATION OR NEAREST BLOCK COURSE (WITHIN A.D.A.
REQUIREMENTS), UNLESS NOTED OTHERWISE. THE LONG DIMENSION OF
RECEPTACLES SHALL BE VERTICAL.
LIGHTING FIXTURES
A. ALL LIGHTING FIXTURES SHALL BE FURNISHED AND INSTALLED BY
ELECTRICAL CONTRACTOR AS INDICATED ON THE LIGHTING FIXTURE
SCHEDULE ON DRAWING N-1, INCLUDING LAMPS. LAMPS SHALL BE OF
SAME MANUFACTURER FOR ALL TYPES.
B. ALL FIXTURES SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL
AND SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
INSTRUCTIONS.
C. DRIVERS FOR LED FIXTURES SHALL BE INTEGRAL TO THE LIGHTING
FIXTURE.
D. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY
SUPPORT MEDIA FOR ALL LIGHTING FIXTURES INCLUDING STRUCTURAL
STEEL, ANGLE, RODS, ETC. IN GENERAL, ALL FIXTURES SHALL BE
SUPPORTED IN A MANNER ACCEPTABLE TO THE LOCAL INSPECTION
AUTHORITIES. ALL FIXTURES SHALL BE FIRMLY SUPPORTED FROM BEAMS
OR JOISTS.
1. PROVIDE ALL NECESSARY BACKING, BLOCKING AND SUPPORTS FOR
WALL MOUNTED FIXTURES.
2. FIXTURES SHALL NOT BE SUPPORTED FROM ROOF DECK.
G. ALL FIXTURES SHALL BE U.L. LISTED AND APPROVED FOR THE PURPOSE
INTENDED.
H. RECESSED FIXTURES IN FIRE RATED CEILING OR SUPPLY AIR PLENUMS
SHALL BE APPROVED FOR THE FIRE RATING OF THE CEILING. PROVIDE
AIR-TIGHT GASKETS TO SEAL AROUND OPENINGS.
I. ALL ADJUSTABLE FIXTURES SHALL BE AIMED AND ADJUSTED DURING
EVENING HOURS TO THE SATISFACTION OF THE ARCHITECT.
DISTRIBUTION AND PANELBOARDS
A. PANELBOARDS
1. PANELBOARDS SHALL BE FULLY RATED TO INTERRUPT SYMMETRICAL SHORT CIRCUIT
AT THE TERMINALS.
2. PANELBOARDS SHALL BE LABELED WITH PHENOLIC NAMEPLATES INSCRIBED AS
INDICATED ON THE DRAWINGS. PROVIDE LABELS AFFIXED TO PANELBOARDS AS
REQUIRED BY NFPA 70E.
3. PANELBOARDS SHALL BE ENCLOSED DEAD FRONT SAFETY TYPE WITH FEATURES
AND RATINGS AS SCHEDULED ON THE DRAWINGS.
4. MOLDED CASE CIRCUIT BREAKERS SHALL BE AS SCHEDULED ON THE DRAWINGS
SPECIFIED IN THIS DIVISION.
5. ALL BUS BARS SHALL BE RECTANGULAR TIN PLATED ALUMINUM.
6. SPACE, WHERE SHOWN IN PANEL SCHEDULES, DESIGNATES SPACE FOR FUTURE
PROTECTIVE DEVICES AND SHALL INCLUDE BUS AND SUPPORT.
7. INSTALL CABINETS SO THAT CENTER OF THE TOP BREAKER DOES NOT EXCEED
6'-6" ABOVE THE FINISHED FLOOR.
8. ENTRIES ON DIRECTORY CARDS SHALL BE TYPED, COMPLETE AND ACCURATE.
9. ALL BOLTED CONNECTIONS SHALL BE TORQUED IN ACCORDANCE WITH
MANUFACTURER'S STANDARDS.
10. ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS AS NEAR AS POSSIBLE TO
CIRCUIT NUMBERS ON THE DRAWINGS. AT COMPLETION OF JOB, ELECTRICAL
CONTRACTOR SHALL TAKE CURRENT READING CHECKS OF RESPECTIVE PHASES.
A MINIMUM OF CIRCUIT CONNECTIONS SHALL BE REARRANGED TO BALANCE, AS
CLOSELY AS POSSIBLE, THE LOAD IN THE PANEL.
11. ALL PANELBOARD BREAKERS SHALL BE PLUG-IN TYPE.
12. MANUFACTURE SHALL BE SQUARE AS THE PREFERRED SWITCHGEAR.
WIRE AND CABLE
A. COLOR CODE CONDUCTORS (EXCEPT CONTROL AND INSTRUMENTATION
CONDUCTORS) AS FOLLOWS:
208/120V SYSTEM=PHASE A BLACK; PHASE B RED; PHASE C BLUE; NEUTRAL WHITE;
GROUND GREEN.
1. #12 AND #10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR, AS
LISTED ABOVE.
2. COLOR CODE CONDUCTORS LARGER THAN ABOVE, WHICH DO NOT HAVE
CONTINUOUS INSULATION COLOR BY APPLICATION OF AT LEAST TWO LAPS OF
COLORED TAPE ON EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING
JUNCTION BOXES. COLOR TAPE SHALL BE THE EQUAL OF 3M PRODUCTS
SCOTCH #35.
3. CONDUCTORS SHALL BE SOFT ANNEALED COPPER (EXCEPT WHERE
SPECIFICALLY NOTED OTHERWISE) INSULATED FOR 600 VOLTS UNLESS
SPECIFICALLY INDICATED OTHERWISE.
B. INSULATION TYPE SHALL BE TYPE THWN FOR WIRE SIZES #8 AWG AND LARGER AND
THHN OR THWN FOR #10AWG AND SMALLER. THHN SHALL NOT BE USED IN WET OR
DAMP LOCATIONS.
C PROVIDE #12 CONDUCTORS, UNLESS OTHERWISE INDICATED.
1. CONTROL CONDUCTORS SHALL BE #14 MINIMUM FOR NEC CLASS I AND #16
FOR NEC CLASS II.
C. OUTLET BOXES
1. USE SHEET STEEL BOXES, ZINC COATED OR CADMIUM PLATED, FOR
CONCEALED INTERIOR WORK.
2. USE CAST BOXES, ZINC-CADMIUM FINISH MALLEABLE IRON, FOR EXPOSED
INTERIOR WORK, AND FOR EXPOSED OR CONCEALED WORK IN WET, DAMP
OR EXTERIOR LOCATIONS. CAST BOXES SHALL BE SERIES FD BY CROUSE
HINDS OR APPLETON.
3. WALL BOX SIZES (MINIMUM) SHALL BE 4" SQUARE x 2-1/2" DEEP WHERE WALL
CONSTRUCTION PERMITS. WHERE WALL CONSTRUCTION DICTATES, THE
WIDTH MAY BE REDUCED TO 2-1/8" OR 1-1/2" UNDER SPECIAL CONDITIONS.
4. FIXTURE OUTLETS IN CEILINGS (MINIMUM) SHALL BE 4" OCTAGONAL x 1-1/2"
DEEP (4-11/16" OCTAGONAL x 2-1/2" DEEP WHERE REQUIRED TO
ACCOMMODATE LARGER CONDUIT OR LARGER NUMBER OF WIRES).
5. GANG BOXES SHALL BE ONE PIECE (MINIMUM), 2-1/8" DEEP.
6. FLUSH MOUNT BOXES IN ALL FINISHED WALLS. INSTALL THE PLASTER RINGS
IN DRYWALLED PLASTERED WALLS AND RAISED COVERS AS REQUIRED IN
WALLS WITH OTHER FINISHES SO THAT THE COVER PLATES FIT TIGHTLY
AGAINST BOXES OR RINGS, 3/16" MAXIMUM GAPS ARE ALLOWED FOR
NONCOMBUSTIBLE WALLS.
WIRING DEVICES
A. WIRING DEVICE COLOR SHALL BE WHITE, UNLESS OTHERWISE INDICATED.
B. PROVIDE TOTALLY ENCLOSED, 15 AMPERE, 120/277 VOLT, QUIET A/C
GENERAL USE SNAP SWITCHES.
C. PROVIDE NEMA CONFIGURATION 5-15R DUPLEX 125 VOLT GROUNDING
TYPE RECEPTACLES RATED FOR 15 AMPERES UNLESS OTHERWISE
INDICATED ON THE DRAWINGS. ALL 15 AND 20 AMP RECEPTACLES SHALL
BE OF THE TAMPER-RESISTANT TYPE.
D. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR
CONFIGURATIONS DIFFERENT FROM THE DUPLEX CONVENIENCE
RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS.
3. SHOULD THE CONTRACTOR PROPOSE TO FURNISH MATERIALS AND EQUIPMENT
OTHER THAN THOSE SPECIFIED OR APPROVED BY ADDENDUM, SUBMIT A WRITTEN
REQUEST FOR SUBSTITUTIONS TO THE ARCHITECT AT THE BID OPENING.
REQUEST SHALL BE AN ALTERNATE TO THE ORIGINAL BID; BE ACCOMPANIED WITH
COMPLETE DESCRIPTIVE (MANUFACTURER, BRAND NAME, CATALOG NUMBER, ETC.)
AND TECHNICAL DATA FOR ALL ITEMS. FAILURE BY THIS CONTRACTOR TO
SUBMIT THE REQUISITE DOCUMENTATION DETAILED ABOVE SHALL BE UNDERSTOOD
BY THE ARCHITECT AND ENGINEER TO INDICATE THAT SUBSTITUTE EQUIPMENT
WILL NOT BE PRESENTED BY THE CONTRACTOR FOR CONSIDERATION. SUCH
SUBSTITUTIONS WILL NOT BE CONSIDERED AFTER THE BID OPENING DATE AND
DELAY OF PROJECT WILL NOT BE PERMITTED FOR FURTHER INSPECTION AND
EVALUATION AFTER THIS DATE.
4. WHERE SUCH SUBSTITUTIONS ALTER THE DESIGN OR SPACE REQUIREMENTS
INDICATED ON THE DRAWINGS, INCLUDE ALL ITEMS OF COST FOR THE REVISED
DESIGN AND CONSTRUCTION INCLUDING COST OF ALL ALLIED TRADES INVOLVED.
5. ACCEPTANCE OR REJECTION OF THE PROPOSED SUBSTITUTIONS SHALL BE
SUBJECT TO APPROVAL OF THE ARCHITECT AND ENGINEER. IF REQUESTED, THE
CONTRACTOR SHALL SUBMIT (AT HIS COST) INSPECTION SAMPLES OF BOTH THE
SPECIFIED AND PROPOSED SUBSTITUTE ITEMS.
D. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED.
E. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID.
F. INSTALL WIRING IN CONDUIT. CONCEALED WIRING IN WALLS OR ABOVE
CEILINGS, OR EXPOSED IN UNFINISHED AREAS (WHERE NOT SUBJECT TO
PHYSICAL DAMAGE) MAY BE RUN IN MC OR AC CABLE.
7. ADJUST LOCATION OF OUTLETS IN MASONRY OR TILE CONSTRUCTION
TO OCCUR IN THE NEAREST JOINT TO THE HEIGHT SPECIFIED.
HEIGHTS SHALL MEET A.D.A. REQUIREMENTS.
8. SUPPORT ALL BOXES TO MAINTAIN PROPER ALIGNMENT AND RIGIDITY.
9. CLEAN BOXES OF ALL FOREIGN MATTER PRIOR TO THE INSTALLATION
OR WIRING OF DEVICES.
j. RELOCATION, REINSTALLATION AND RETESTING OF GENERATOR, INCLUDING ALL
RIGGING AND TRANSPORTATION.
k. EXTENSION OF EXISTING FIRE ALARM SYSTEM TO NEW WORK AREAS.
FIRE ALARM
A. MANUFACTURER
1. EXISTING GAMEWELL FIRE ALARM SYSTEM SHALL REMAIN AND BE REUSED.
B. SYSTEM
1. ALL NEW DEVICES SHALL BE COMPATIBLE WITH EXISTING SYSTEM.
2. RETAIN THE SERVICES OF THE SCHOOL'S FIRE ALARM VENDOR FOR
TESTING OF SYSTEM FOLLOWING SYSTEM REVISIONS.
C. INSTALLATION
1. ALL NEW WIRING SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
N
195 Scott Swamp RoadFarmington, CT 06032
qamarch.com
Issue Dates:
Project #:
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CONSTRUCTION DOCUMENTS
JANUARY 22, 2019
1927
PRESTON
PLAINS MIDDLE
SCHOOL
RENOVATION OF SCIENCE
LABORATORIES AT:
PRESTON, CT
Revisions
RZ
Design Associates, Inc.
MECHANICAL, ELECTRICAL,
AND STRUCTURAL ENGINEERING
750 OLD MAIN STREET
SUITE 202
ROCKY HILL, CT 06067
P: (860) 436-4336
F: (860) 436-4450
www.rzdesignassociates.com
E2.1
ELECTRICAL
SPECIFICATIONS