Volume No. 03 - Denver International Airportbusiness.flydenver.com/bizpdf/DIAID_1821.pdf · refer to aci 318, chapter 4 definition ... splices of reinforcing bars are permitted only

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PROCESS ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONTACT: ANDREW WADDOUPSEMAIL:[email protected]

CONTACT: JOHN MIGLIACCIOEMAIL:[email protected]

CONTACT: BONITA BIRGEEMAIL:[email protected]

CONTACT: KEVIN SPARROWEMAIL:[email protected]

CODE INFORMATIONAPPLICABLE CODES:INTERNATIONAL BUILDING CODE, 2009 EDITION, AS AMENDED BY:BUILDING CODE FOR THE CITY AND COUNTY OF DENVER, 2011 EDITIONAND NATIONAL ELECTRICAL CODE (NEC) 2014. APPLICABLE NATIONALFIRE PROTECTION ASSOCIATION DOCUMENTS.

PRINCIPAL OCCUPANCY: F-2, LOW-HAZARD FACTORY INDUSTRIALOCCUPANCY SEPARATION:CONSTRUCTION TYPE:

TYPE I - 1 HOURTYPE I - 1 HOUR

FIRE RESISTIVE REQUIREMENTS AND ASSEMBLIES:

BUILDING AREA SUMMARY:

OCCUPANT LOAD:

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CITY & COUNTYof DENVER

DENVERINTERNATIONAL

AIRPORT

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

NO. BY PURPOSE DATE CKD

4 HOUR EXTERIOR BEARING WALLS3 HOUR INTERIOR BEARING WALLS3 HOUR STRUCTURAL FRAME, COLUMNS AND PRIMARY BEAMS2 HOUR SHAFT ENCLOSURES, EXIT STAIRS, ELEVATORS2 HOUR FLOOR-CEILING ASSEMBLIES2 HOUR ROOF-CEILING ASSEMBLIES0,N.C. ROOF MORE THAN 25 FT ABOVE ANY FLOOR2 HOUR HORIZONTAL EXIT ENCLOSURES1 HOUR EMERGENCY POWER/EQUIPMENT ROOMS

KEVIN SPARROWBONITA BIRGEJOHN MIGLIACCIOANDREW WADDOUPS

BURNS & McDONNELL9785 MAROON CIR STE 400CENTENNIAL, CO 80112

SAN ENGINEERING LLC801 W. MINERAL AVE., STE 200LITTLETON, CO 80120



17 DECEMBER 2015

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COVER

G001

201524853

201313641

0 EN IFC 17DE15 AW

LIFT STATION NO. 1 IMPROVEMENTS

Design Contract No. 201313641Construction Contract No. 201524853

8150 PENA BLVD, DENVER CO 80249

Volume No. 03

17 DECEMBER 2015

COVERG001 COVERGENERAL DRAWINGSG100 VICINITY MAP AND SITE PLANSTRUCTURALS001 GENERAL NOTESS500 STRUCTURAL DETAILSS501 STRUCTURAL DETAILSPLUMBING DEMOLITIONPD101 PLUMBING DEMOLITION PLANPLUMBINGP001 PLUMBING GENERAL NOTES, ABBR., & SYMBOLSP101 PLUMBING FLOOR PLANSP301 PLUMBING SECTIONSP501 PLUMBING STANDARD DETAILSP601 PLUMBING PROCESS FLOW DIAGRAMP602 PROCESS & INSTRUMENTATION (P&ID) DIAGRAMP603 LIFT STATION 1 - SEQUENCE OF OPERATIONSMECHANICAL DEMOLITIONMD101 HVAC DEMOLITION FLOOR PLANS SHEET 1 OF 2MD102 HVAC DEMOLITION FLOOR PLANS SHEET 2 OF 2MECHANICALM001 MECHANICAL LEGEND AND ABBREVIATIONSM101 HVAC FLOOR PLANS SHT 1 OF 2M102 HVAC FLOOR PLANS SHT 2 OF 2M301 HVAC BUILDING SECTIONSM501 MECHANICAL DETAILSM601 MECHANICAL SCHEDULESM602 HVAC AIRFLOW DIAGRAMM701 CONTROL SCHEMATIC SHT 1 OF 3M702 CONTROL SCHEMATIC SHT 2 OF 3M703 CONTROL SCHEMATIC SHT 3 OF 3ELECTRICAL DEMOLITIONED101 ELECTRICAL DEMO FLOOR PLANS SHT 1 OF 3ED102 ELECTRICAL DEMO FLOOR PLANS SHT 2 OF 3ED103 ELECTRICAL DEMO FLOOR PLANS SHT 3 OF 3ED601 ELECTRICAL DEMO DIAGRAM AND SECTIONELECTRICALE001 ELECTRICAL LEGEND AND ABBREVIATIONSE101 POWER FLOOR PLANS SHT 1 OF 2E102 POWER FLOOR PLANS SHT 2 OF 2E103 ROOF ELECTRICAL FLOOR PLANSE104 INSTRUMENTATION & CONTROL FLOOR PLANS SHT 1 OF 2E105 INSTRUMENTATION & CONTROL FLOOR PLANS SHT 2 OF 2E301 ELECTRICAL SECTIONSE501 ELECTRICAL STANDARD DETAILSE601 ONE-LINE DIAGRAME602 ELECTRICAL SCHEDULESE603 CONTROL SCHEMATICS SHT 1 OF 2E604 CONTROL SCHEMATICS SHT 2 OF 2

Burns & McDonnellEngineering Co.

9785 Maroon Circle, Suite 400Centennial, CO 80112

Ph: 303-721-9292Fax: 303-721-0563

BMcD Project Number: 83189

DENVER INTERNATIONAL AIRPORT

NO. BY PURPOSE DATE CKD

APPROXIMATELIMITS OF WORK

CONTRACTOR ACCESS

PROJECTLOCATION

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

As indicated

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17 DECEMBER 2015

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VICINITY MAP ANDSITE PLAN

G100

201524853

201313641

1" = 800'-0"G100

SITE PLAN2

N

1" = 3000'-0"G100

VICINITY MAP1

N

NO. BY PURPOSE DATE CKDBLB IFC 17DE15 BLB

01-GENERAL REQUIREMENTSGOVERNING DESIGN CODES:1.

INTERNATIONAL BUILDING CODE (IBC-09)

AISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION)

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-08)MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-05)

STRUCTURAL MEMBERS (NAS-01)

2011 DENVER AMENDMENTS TO THE 2009 INTERNATIONAL BUILDING CODE

NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

D.

B.C.

A.

E.F.

MEMBER DESIGN BASIS IS LOAD AND RESISTANCE FACTOR DESIGN (LRFD)CONNECTION DESIGN BASIS IS LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

03-CONCRETE

CONCRETE STRENGTH=5000+ psi

CONCRETE STRENGTH=3500 psi CONCRETE STRENGTH=4500 psi

CAST-IN-PLACE CONCRETE:1.

BAR

CASE

SIZE

BAR

CASE

SIZEBAR

CASE

SIZE

F0 P0 C0 S0

NW

NW

4,500

4,500

ALL CONCRETE WORK INCLUDING FABRICATION AND PLACEMENT OF REINFORCING SHALL BEPERFORMED IN ACCORDANCE WITH REQUIREMENTS GIVEN IN ACI 318 AND ACI 301

CONCRETE MIXES SHALL SATISFY THE REQUIREMENTS GIVEN IN THE PROJECT SPECIFICATIONS.CONCRETE STRENGTH: CONCRETE MIXES USED ON THE PROJECT SHALL ATTAIN 28-DAY

DURABILITY REQUIREMENTS: CONCRETE MIXES USED ON THE PROJECT SHALL BEPROPORTIONED TO SATISFY THE FOLLOWING DURABILITY REQUIREMENTS:

(REFERENCED EDITIONS) EXCEPT AS MODIFIED BY THE PROJECT CONTRACT DOCUMENTS.

COMPRESSIVE STRENGTHS AS FOLLOWS:

B.

A.

C.

FOUNDATIONS (WALLS, GRADE BEAMS, PILASTERS, PIER CAPS)

DRILLED PIERS

DESCRIPTION OF CONCRETE USE TYPECONCRETE

STRENGTH (PSI)COMPRESSIVE

D.

F2

DESCRIPTION OF CONCRETEFREEZE-THAW PERMEABILITY CORROSION SULFATESUSE AND / OR EXPOSURE

28-DAY

NW 4,500SHEARWALL FOUNDATION MATS

NW 4,500LOADING DOCK SLAB-ON-GRADE

LW 3,500LIGHT-WEIGHT TOPPING ON METAL DECK

NW 3,500NORMAL WEIGHT TOPPING ON METAL DECK

NW 5,000 UNLESS NOTEDOTHERWISE ON PLANFORMED SLABS, JOISTS, BEAMS

NW SEE COLUMNCOLUMNS

NW SEE SHEARWALLELEVATIONSSHEARWALLS

NOTES:1. NORMAL WEIGHT CONCRETE (NW): 145 PCF, STONE AGGREGATE.2. LIGHT-WEIGHT CONCRETE (LW): 110 PCF, LIGHT-WEIGHT COARSE AGGREGATE.

ELEVATIONS

FOUNDATIONS (PIERS, PILASTERS,CAPS, MATS, WALLS, GRADE BEAMS)

INTERIOR EXPOSURE(ALL CONCRETE)

NOTES:1. REFER TO ACI 318, CHAPTER 4 DEFINITION OF EXPOSURE CLASSIFICATIONS.

ALL CONCRETE IN CONTACT WITH ON-SITE SOILS SHALL CONTAIN TYPE (V) CEMENT.ALL REINFORCING STEEL IN CONCRETE SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000

E.F.

PSI AND SHALL MEET THE REQUIREMENTS OF ASTM A615 OR ASTM A706. REINFORCINGSHOWN AS GRADE 75 SHALL HAVE A MINIMUM YIELD STRENGTH OF 75,000 PSI AND MEETTHE REQUIREMENT OF ASTM A615.CONCRETE REINFORCING USED IN WELDED APPLICATIONS SHALL CONFORM TO ASTM A706WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI.

G.

MECHANICAL REINFORCING COUPLERS SHALL BE ZAP SCREWLOCK MANUFACTURED BYBARSPLICE PRODUCTS, INC. (ICC REPORT ER-5461) OR APPROVED EQUIVALENT. COUPLERS

H.

SHALL BE ZINC COATED AND CAPABLE OF DEVELOPING 125% OF THE SPECIFIED YIELDSTRENGTH OF THE REINFORCING.WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ONLY AND SHALL MEET THEI.REQUIREMENTS OF ASTM A185.STEEL PLATES EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A36 UNLESS NOTEDJ.OTHERWISE ON PLANS OR DETAILS. HEADED ANCHOR STUDS SHALL CONFORM TO ASTM A108,60,000 PSI MINIMUM TENSILE STRENGTH. REINFORCING BARS WELDED TO PLATES SHALLCONFORM TO ASTM A706, GRADE 60.REINFORCING DETAILING:K.a. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 318 AND ACI 315

"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".b. CONCRETE COVER: UNLESS OTHERWISE SHOWN ON PLANS OR IN DETAILS, PROVIDE THE

FOLLOWING CONCRETE COVER TO REINFORCING:1. CONCRETE POURED AGAINST EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . .

CONCRETE POURED IN FORMS AND EXPOSED TO WEATHER OR EARTH:3"

#5 BARS OR SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1/2"BARS LARGER THAN #5 BARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"

2.

COLUMNS, GIRDERS AND BEAMS (PRINCIPAL REINFORCING, TIES AND STIRRUPS). .3. 1-1/2"SLABS AND WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4. 3/4"JOISTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5. 3/4"

SPLICES OF REINFORCING BARS ARE PERMITTED ONLY AS DETAILED OR AUTHORIZED BYTHE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE CLASS 'B' LAPSPLICES UNLESS NOTED OTHERWISE.

c.

1. TOP REINFORCING BARS - AT MIDSPANBOTTOM REINFORCING BARS - OVER SUPPORTS2.

REINFORCING IN BEAMS, SLABS, JOISTS, WALLS AND GRADE BEAMS NOTED ASCONTINUOUS SHALL BE LAP SPLICED WITH CLASS 'B' LAP SPLICES AS FOLLOWS:

d.

SPLICE WIRE FABRIC REINFORCING BY LAP SPLICING ONE FULL MESH PLUS 2" AT SIDEAND END LAPS, BUT NOT LESS THAN 6" . LAP SPLICES SHALL BE WIRE TIED.

e.

MAKE ALL REINFORCING BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNERBARS OF EQUAL SIZE AND SPACING. SEE DETAILS FOR REINFORCING AT WALL

f.

INTERSECTIONS AND CORNERS. SPLICE CORNER BARS WITH CLASS 'B' LAP SPLICES

AT LOCATIONS WHERE ALL REINFORCING WITHIN A STRUCTURAL ELEMENT WILL BESPLICED, THE SPLICES MUST BE STAGGERED UNLESS SHOWN OTHERWISE IN DETAILS

g.

REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS: REFER TO DEVELOPMENTh.LENGTH AND LAP SPLICE SCHEDULE SHOWN BELOW FOR MINIMUM SPLICE ANDDEVELOPMENT LENGTHS TO BE USED FOR DETAILING.

DEVELOPMENTLENGTH OR

TOPBARS

OTHERBARS

CLASS BLAP

TOPBARS

OTHERBARS

AT ENDS OF BEAMS, SLABS, JOINTS, WALLS AND GRADE BEAMS, TERMINATE TOPREINFORCING WITH STANDARD HOOKS UNLESS SHOWN OTHERWISE ON PLANS OR DETAILS.REINFORCING AROUND OPENINGS IN WALLS AND FLOORS: UNLESS NOTED OTHERWISE

i.

EXCEPTIONS: RECTANGULAR OPENINGS WITH THE LARGEST OPENING DIMENSION

ON PLAN OR IN DETAILS, PROVIDE 2-#5 BARS (ONE BAR EACH FACE) AT EACH SIDE OFOPENING (CIRCULAR OPENINGS SHALL BE CONSIDERED SQUARE WITH EQUIVALENT

j.

ADDITIONAL REINFORCING AS DESCRIBED ABOVE. MULTIPLE OPENINGS SHALL BE

WHERE UNIFORMLY SPACED WALL OR SLAB REINFORCING IS INTERRUPTED BY THEOPENING, PROVIDE ADDITIONAL REINFORCING AT EACH EDGE EQUAL TO HALF THE AREAOF INTERRUPTED REINFORCING. SIZE OF ADDITIONAL BARS AT EACH EDGE SHALL MATCH

WELDING OF REINFORCING IS NOT ALLOWED UNLESS DETAILED OR AUTHORIZED BY THEL.STRUCTURAL ENGINEER.

OPENING WIDTH EQUAL TO DIAMETER OF CIRCULAR OPENING). EXTEND #5 BARS PASTEDGES OF OPENING A DISTANCE OF 24".

LESS THAN 8" AND CIRCULAR OPENINGS LESS THAN 8" IN DIAMETER DO NOT NEED

SPACED A MINIMUM OF 32" (CLEAR) APART TO QUALIFY FOR THIS EXCEPTION.

THE SIZE OF INTERRUPTED REINFORCING. SPACE THE ADDITIONAL BARS AT 3" ONCENTER STARTING 1" FROM THE SIDE OF THE OPENING AND EXTEND THE BARS PASTTHE EDGES OF THE OPENING THE LENGTH OF A CLASS 'B' SPLICE.

PLACING OF REINFORCING:M.a. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS

SHOWN ON PLANS AND TO MAINTAIN REQUIRED CONCRETE COVER.b. PROVIDE ADDITIONAL BARS AND SUPPORTS AS NECESSARY TO SECURE REINFORCING IN

PLACE DURING CONCRETE PLACEMENT.c. ALL STIRRUPS SHALL HAVE A #3 SPACER BAR AT ALL CORNERS OVER LENGTH OF

STIRRUP SPACING WHERE NO OTHER LONGITUDINAL REINFORCING BAR IS PRESENT.WET-STABBING OF REINFORCING OR EMBEDS INTO PREVIOUSLY PLACED CONCRETE ISd.NOT ALLOWED.

CONTROL JOINTS IN CONCRETE:N.a. PROVIDE CONTROL JOINTS IN CONCRETE WALLS AT A MAXIMUM SPACING OF 30'-0 ON

CENTER. SEAL CONTROL JOINTS EXPOSED TO EARTH OR WEATHER WITH JOINT SEALANT.b. PROVIDE CONTROL JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 12'-0 ON

CENTER UNLESS OTHERWISE SHOWN ON PLAN OR IN DETAILS. COORDINATE JOINTLOCATIONS WITH FLOOR FINISHES AND LOCATE JOINTS AT COLUMN CENTERLINES, ATENDS AND CORNERS OF WALLS, RE-ENTRANT CORNERS AND LOCATIONS PRONE TOCRACKING WHERE POSSIBLE. CONTRACTOR SHALL SUBMIT A PLAN LOCATING CONTROLJOINTS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH THE

CONSTRUCTION JOINTS:O.a. LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT LOCATIONS WHERE POSSIBLE.

SLABS, BEAMS, AND JOISTS SHALL NOT HAVE CONSTRUCTION JOINTS IN A HORIZONTALb.PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITHVERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN. ALLCONSTRUCTION JOINTS SHALL BE AS DETAILED OR APPROVED BY THE STRUCTURALENGINEER.FOR CONCRETE POURED ON METAL DECK, LOCATE CONSTRUCTION JOINTS FIVE FEETc.FROM THE CENTERLINE OF PARALLEL STEEL BEAMS OR GIRDERS, OR, HALFWAYBETWEEN ADJACENT BEAMS, WHICHEVER IS LESS.ALL REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS, OR,d.PROVIDE DOWEL BAR SPLICERS CAPABLE OF DEVELOPING THE STRENGTH OF THEREINFORCING. LAP SPLICE DOWEL BAR EXTENSION AND DOWEL BAR SPLICER TOREINFORCING USING CLASS 'B' LAP SPLICES.

CONCRETE TOLERANCES: TOLERANCES SHALL CONFORM TO REQUIREMENTS GIVEN IN ACIP.

a. ALIGNMENT OF WALLS AND COLUMNS:117 AND THE FOLLOWING ADDITIONAL REQUIREMENTS:a.

1.

2.

FOR HEIGHTS 100 FEET OR LESS ADJACENT TO STONE OR BRICK VENEER. +0.50"

FOR HEIGHTS GREATER THAN 100 FEET ADJACENT TO STONE OR BRICK VENEER:NO MORE THAN PLUS OR MINUS 1/2000 TIMES THE HEIGHT FROM THE THEORETICAL

AND -0.50" FROM THEORETICAL PLAN LOCATION.

PLAN LOCATION (MAXIMUM +-3").

ALIGNMENT OF WALLS SUPPORTING STRUCTURAL STEEL OR PRECAST FRAMING:

c.

1.

EDGES OF SLABS ON BEAMS ADJACENT TO STONE OR BRICK VENEER: +0.50", -0.75"

b.FOR HEIGHTS 100 FEET OR LESS: AND-0.75" FROM THEORETICAL PLAN LOCATION.

2. FOR HEIGHTS GREATER THAN 100 FEET: NO MORE THAN PLUS OR MINUS 1/1500TIMES THE HEIGHT FROM THE THEORETICAL PLAN LOCATION (MAXIMUM +-4").

LATERAL ALIGNMENT:1.

ELEVATION OF TOP OF FORMED SLABS (PRIOR TO REMOVAL OF SHORES): +0.75", -0.75"

2.

2. EDGES OF SLABS AND BEAMS SUPPORTING STRUCTURAL STEEL OR PRECAST FRAMING:

AT COLUMNS, WALLS AND OTHER VERTICAL SUPPORTS: +0.75", -0.75" FROM

LEVEL ALIGNMENT:d.

ii.

+0.75, -1.00"

OVER FLOOR FRAMING: SET SCREEDS AND ADJUST AS REQUIRED TO ACHIEVE

1.

AND DEFLECTION. ADDITIONAL SLAB THICKNESS BETWEEN BEAMS DUE TODEFLECTION OF METAL DECK IS ACCEPTABLE.

ELEVATION OF TOP OF SLABS POURED ON METAL DECK.i.

CONSOLIDATE ALL CONCRETE DURING PLACEMENT AND THOROUGHLY WORK AROUNDa.REINFORCING AND EMBEDDED ITEMS AND INTO CORNERS OF FORMS FOLLOWING ACI

SPECIFIED UNIFORM SLAB THICKNESS OVER BEAMS, ALLOWING FOR BEAM CAMBER

WHEN CONCRETE PLACEMENT IS INTERRUPTED, NOTIFY THE STRUCTURAL ENGINEERb.FOR RECOMMENDATIONS. UNLESS DIRECTED OTHERWISE, PROVIDE A CONSTRUCTION

CONCRETE PLACEMENT:

JOINT BY ROUGHENING THE CONCRETE SURFACE TO AN AMPLITUDE OF 1/4". COAT THE

Q.

OR SCHEDULES. OTHERWISE, STAGGER ADJACENT SPLICES WHERE POSSIBLE.

ALIGNMENT DIFFERENCE BETWEEN EDGES OF ADJACENT STORIES SHALL NOT EXCEED3.

ALIGNMENT DIFFERENCE BETWEEN ADJACENT STORIES SHALL NOT EXCEED 0.50".3.

ALIGNMENT DIFFERENCE BETWEEN ADJACENT STORIES SHALL NOT EXCEED 0.50".3.

JOINT SURFACE WITH THE SPECIFIED BONDING AGENT PRIOR TO POURING CONCRETE.

LENGTH ORCLASS A LAP

TOPBARS

OTHERBARS

CLASS BLAP

TOPBARS

OTHERBARS

LENGTH ORCLASS A LAP

TOPBARS

OTHERBARS

CLASS BLAP

TOPBARS

OTHERBARS

#3 17 13 22 17

#4 23 17 29 23

#5 28 22 36 28

#6 34 26 43 34

#7 49 38 63 49

#8 56 43 72 56

#9 63 48 81 63

#10 70 54 92 70

#11 78 60 102 78

#3 18 14 23 18

#4 24 18 31 24

#5 30 23 38 30

#6 35 27 46 35

#7 51 40 67 51

#8 59 45 76 59

#9 66 51 86 66

#10 74 57 96 74

#11 82 64 107 82

#3 20 16 26

#4 27 21 35

#5 33 26 43

#6 40 31 52

#7 58 45 75

#8 66 51 86

#9 75 58 97

#10 84 65 109

#11 93 72 121

FROM SPECIFIED ELEVATION.

SPECIFIED ELEVATION.

UNLESS SHOWN OTHERWISE.

DEVELOPMENT DEVELOPMENT

RECOMMENDATIONS.

0.50".

WORK.

CLASS A LAP

POST-INSTALLED ANCHORS INTO CONCRETE:3.PROVIDE POST-INSTALLED, CONCRETE ANCHORS AS SHOWN IN THE CONTRACT DOCUMENTS

ANCHORS SUPPORTING FIRE-RESISTANCE RATED FRAMING (FIRE-PROOFED STRUCTURAL

A.

B.FRAMING), SHALL BE ONE OF THE FOLLOWING: HILTI HDA OR KWIK BOLT TZ ANCHORS ASINDICATED ON PLANS AND DETAILS. ANCHOR INSTALLATION SHALL BE INSPECTED INACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTS PARAGRAPH GIVEN IN THEGENERAL NOTES AND SHALL BE PROTECTED WITH CEMENTITIOUS SPRAY-APPLIED FIRE

B. ANCHORS SUPPORTING STRUCTURAL FRAMING SHALL BE ONE OF THE FOLLOWING: HILTI HDA

AND IN THE SPECIFICATIONS.

PROOFING IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

OR KWIK BOLT TZ ANCHORS AS INDICATED ON PLANS AND DETAILS. ANCHOR INSTALLATIONSHALL BE INSPECTED IN ACCORDANCE WITH THE SPECIAL INSPECTION REQUIREMENTSPARAGRAPH GIVEN IN GENERAL NOTES.

C. ANCHORS SUPPORTING MISCELLANEOUS FRAMING SHALL BE AS SHOWN IN THE PLANS ANDDETAILS. IF NOT OTHERWISE SPECIFIED, THE ANCHORS SHALL BE HILTI KWIK BOLT TZ.

D. ANCHORS SUPPORTING ARCHITECTURAL COMPONENTS, ELECTRICAL AND MECHANICALEQUIPMENT SHALL BE AS INDICATED IN THE PLANS AND DETAILS. IF NOT OTHERWISESPECIFIED, THE ANCHORS SHALL BE HILTI HDI CONCRETE EXPANSION ANCHOR.

E. ANCHORS ATTACHING LIGHT-GAGE, STEEL FRAMING TO CONCRETE SHALL BE HILTILOW-VELOCITY, X-U UNIVERSAL POWDER-DRIVEN TRACK FASTENERS UNLESS SHOWN

F. PRIOR TO ANCHOR INSTALLATION, LOCATE EXISTING REINFORCING WITHIN CONCRETESUBSTRATE. DO NOT DAMAGE EXISTING REINFORCING DURING INSTALLATION. CONTACTTHE STRUCTURAL ENGINEER IF ANCHOR LOCATION CONFLICTS WITH EXISTING REINFORCING.

G. PRODUCT SUBSTITUTION: THE CONTRACTOR MAY SUBMIT ALTERNATE ANCHORS FOR REVIEWAND APPROVAL PROVIDED THE ACCOMPANYING PRODUCT DATA IS SATISFACTORY TO THEENGINEER FOR COMPARISON TO THE SPECIFIED ANCHORS.

OTHERWISE IN PLANS OR DETAILS.

NW 5,000POST-TENSIONED CONCRETE

P1 C1 S2

20

27

33

40

58

66

75

84

93

NOTES:1. UNLESS SPECIFICALLY INDICATED OTHERWISE

ON THE CONTRACT DRAWINGS, USE THE MINIMUMLENGTH FOR A CLASS B LAP SPLICE OR THEMINIMUM DEVELOPMENT LENGTH INDICATED INTHE TABLES ABOVE MULTIPLIED BY THE

TOP BARS ARE HORIZONTAL BARS WITH MORETHAN 12 INCHES OF CONCRETE CAST BELOW

WHERE THE CLEAR SPACING BETWEEN BARS LAPSPLICED OR EMBEDDED AT ANY SECTION IS LESS

2.

3.

THAN 2 BAR DIAMETERS, OR WHERE THE BARCOVER IS LESS THAN OR EQUAL TO THE BARDIAMETER. INCREASE THE TABULATED BAR

TABLE IS FOR 1 OR 2 BAR BUNDLES ONLY. FORDEVELOPMENT LENGTHS AND TENSION LAP SPLICE

4.

LENGTHS OF BUNDLED BARS REFER TO AC1318-02,12.4 OR CONTACT THE STRUCTURAL ENGINEER.MECHANICAL COUPLERS MAY BE SUBSTITUTED FOR5.TENSION LAP SPLICED BARS PROVIDED THAT THEYMEET THE REQUIREMENTS OF ACI 318-02, 12.14.

APPLICABLE FACTOR(S) LISTED BELOW.

THE BARS.

BAR SPLICE OR DEVELOPMENT LENGTH BY 50%.

05-STEEL

MINIMUM NUMBER OF BOLTS PER CONNECTION

STRUCTURAL STEEL:1.

NUMBEROF BOLTS FRAMING MEMBER SIZES

MISCELLANEOUS STRUCTURAL STEEL:2.REFERENCE STANDARDS: STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTEDA.IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION AND THE AISC CODE OFSTANDARD PRACTICE (REFERENCED EDITIONS) WITH EXCEPTIONS NOTED IN THE PROJECT

B. OSHA REQUIREMENTS:a. THE CONTRACTOR SHALL PROVIDE ALL ADDITIONAL BOLTS, ANCHORS, STIFFENERS,

STABILIZERS, BRIDGING, BRACING, OPENING CLOSURES, ETC. AS NECESSARY TO COMPLYWITH CURRENT OSHA REGULATIONS.

b. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES, AND TEMPORARY BRACING SHALL BECONNECTED TO ANGLES, PLATES OR OTHER MEMBERS DESIGNED AND DETAILED BY THESTEEL SUPPLIER AND SHALL BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOTPROVIDE HOLES IN STRUCTURAL MEMBERS FOR CONNECTION OF RIGGING CABLES,LIFTING DEVICES OR TEMPORARY BRACING UNLESS SPECIFICALLY SHOWN ON THESTRUCTURAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVALOF ALL ADDED MEMBERS WHERE THEY INTERFERE WITH OTHER WORK OR ARE EXPOSED

C. MATERIAL REQUIREMENTS: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWINGDESIGNATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS:a. WIDE FLANGE SHAPES:b. ANGLES, CHANNELS AND PLATES: ASTM A36 OR ASTM A572, GRADE 50

ASTM 992, GRADE 50

c. RECTANGULAR HSS SECTIONS: ASTM A500, GRADE "B" (FY=46KSI)d.

STRUCTURAL PIPES: ASTM A53, GRADE "B" (FY=35KSI)e.HIGH-STRENGTH BOLTS: ASTM A325 OR ASTM A490f.ANCHOR BOLTS: ASTM F1554, GRADE 36 (WELDABLE)g.HIGH-STRENGTH ANCHOR BOLTS: ASTM F1554, GRADE 105h.HEADED ANCHOR STUDS (H.A.S.): ASTM A108 AND AWS D1.1i.DEFORMED BAR ANCHORS (D.B.A.): ASTM A496, GRADE 70 AND AWS D1.1j.WELDING ELECTRODES: AWS D1.1 E70 SERIESk.GALVANIZED FINISH: ASTM A123

D. SHOP PRIMING OF STEEL: STRUCTURAL STEEL SCHEDULED TO BE SPRAYED WITH FIRERESISTIVE MATERIAL SHALL NOT BE SHOP PRIMED UNLESS NOTED OTHERWISE. ALL OTHERSTEEL SHALL BE PAINTED WITH FABRICATOR'S STANDARD, RUST-INHIBITING PRIMER. OMITPRIMER ON SURFACES ENCLOSED IN CONCRETE, SURFACES TO BE WELDED, CONTACTSURFACES IN SLIP CRITICAL CONNECTIONS AND TOPS OF BEAMS IN COMPOSITE

E. CONNECTIONS:

c. SELECT CONNECTIONS TO SUPPORT THE REACTIONS SHOWN ON PLANS AND DETAILS.REACTIONS ARE GIVEN AS FACTORED LOADS USING LRFD LOAD COMBINATIONS UNLESS NOTEDOTHERWISE. WHERE REACTIONS ARE NOT SHOWN, PROVIDE CONNECTION TO SUPPORTA FACTORED LOAD OF 12 KIPS.

d. BOLTED CONNECTIONS:1. MINIMUM CONNECTION REQUIREMENT: USE 3/4" DIAMETER, ASTM A325

2. FOR ALL HIGH-STRENGTH BOLTED CONNECTIONS, APPROPRIATE NUTS ANDHARDENED WASHERS SHALL BE PROVIDED PER PROJECT SPECIFICATIONS.

3. ALL CONNECTIONS SHALL BE TYPE N (BEARING OR SNUG-TIGHTENED) CONNECTIONSUNLESS NOTED ON THE DRAWINGS AS TYPE SC (SLIP CRITICAL) OR PRETENSIONED

PROVIDE A MINIMUM OF TWO BOLTS FOR ALL CONNECTIONS EXCEPT AS NOTED IN4.

e. WELDED CONNECTIONS:1. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION

2. WELD SIZES AND LENGTHS ARE SHOWN ON THE DRAWINGS. WELD SIZES ARE THE NETEFFECTIVE SIZE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT FAYING SURFACE.MINIMUM FILLET WELD SIZE IS 3/16".

3. WELDS SHALL BE CONTINUOUS UNLESS SHOWN OTHERWISE.GROOVE WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE.4.BACKING BARS AND RUNOFF TABS SHALL BE REMOVED AFTER WELDING IS COMPLETE.

f. HEADED ANCHOR STUDS: WELDS STUDS TO PLATES AND EMBEDDED ITEMS IN FABRICATOR'SSHOP WHERE POSSIBLE. FOR COMPOSITE CONSTRUCTION, FIELD WELD CONNECTORSTHROUGH METAL DECK. PROVIDE WELDING WASHERS AT DECK GAGES LIGHTER THAN 22GAGE. WELDS SHALL DEVELOP FULL STRENGTH OF CONNECTORS. WELDING FERRULES

g.ANCHOR RODS: PROVIDE ANCHOR RODS WITH HEX NUT TACK WELDED TO EMBEDDED END

F. GALVANIZING OF STEEL:a. ALL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE GALVANIZED OR PAINTED WITH

A HIGH PERFORMANCE PAINT SYSTEM PER PROJECT SPECIFICATIONS.STEEL LINTELS SUPPORTING ANCHORED VENEER SHALL BE GALVANIZED UNLESS NOTEDb.

G. FIELD MODIFICATION OF STEEL: STRUCTURAL STEEL SHALL NOT BE CUT IN FIELD OR MODIFIEDWITHOUT PRIOR APPROVAL OF THE ENGINEER. SPLICING STEEL MEMBERS IS NOT PERMITTEDEXCEPT WHERE SHOWN ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. WHEREAPPROVED, SPLICES SHALL NOT OCCUR AT LOCATIONS OF MAXIMUM STRESS AND SHALLDEVELOP THE FULL CAPACITY OF THE MEMBER. SPLICE DETAILS SHALL BE SUBMITTED FORAPPROVAL PRIOR TO BEGINNING THE WORK.

SPECIFICATIONS.

(WITH TENSION CONTROL BOLTS).

THE FOLLOWING TABLE:

2 W8, W10, W12, S8, S10, S12 C8, C9, C10, C12MC8, MC9, MC10, MC12, MC13

3 W14, W16, W18, S15, S18 C15 MC18

4 W21, W24 S20, S24

5 W27, W30

6 W33, W36

7 W40, W44

MUST BE REMOVED PRIOR TO INSPECTION AND PLACEMENT OF CONCRETE.

OTHERWISE ON DRAWINGS OR IN SPECIFICATIONS.

HIGH-STRENGTH BOLTS UNLESS NOTED OTHERWISE ON DRAWINGS.

OF BOLT.

MISCELLANEOUS STRUCTURAL STEEL IS DEFINED FOR THE PURPOSE OF THIS SECTION ASA.STEEL ITEMS OTHER THAN THE MAIN SUPERSTRUCTURE FRAMING (COLUMNS, BEAMS, JOISTS,GIRDERS, TRUSSES AND LATERAL BRACING).

B. THE STEEL SUPPLIER SHALL PROVIDE ALL MISCELLANEOUS STRUCTURAL STEEL ITEMSNECESSARY TO FULFILL THE INTENT OF THE STRUCTURAL DRAWINGS WHETHER OR NOT THEITEMS ARE SHOWN ON THE STRUCTURAL DRAWINGS. SUCH ITEMS MAY INCLUDE BUT ARE NOTLIMITED TO: EDGE ANGLES, CLOSURE PLATES AND DECK SUPPORT FRAMING.

C. DECK OPENINGS: FLOOR AND ROOF OPENINGS ARE SHOWN ON ARCHITECTURAL,STRUCTURAL, AND OTHER DISCIPLINE DRAWINGS. IF OPENINGS ARE NOT SHOWN, LOCATEDOR DIMENSIONED ON STRUCTURAL DRAWINGS, REFER TO DRAWINGS LISTED ABOVE FORREQUIRED INFORMATION. UNLESS OTHERWISE NOTED, ALL OPENINGS THROUGH FLOOR ANDROOF DECK SHALL BE FRAMED USING MISCELLANEOUS STRUCTURAL STEEL FRAMES OR

a. DECK SUPPORTING CONCRETE:FOR OPENINGS WITH THE LARGEST DIMENSION LESS THAN 24", PROVIDE 1-#5 BAR IN1.CONCRETE ABOVE DECK FLUTES ON EACH SIDE OF OPENING. EXTEND REINFORCING AMINIMUM OF 24" BEYOND EDGES OF OPENING OR PROVIDE A STANDARD HOOK.

2. FOR ALL OTHER OPENINGS, PROVIDE A STEEL FRAME AROUND OPENING PER TYPICALOPENING FRAME DETAIL PROVIDED ON STRUCTURAL DRAWINGS.

b. ROOF DECK (NO CONCRETE TOPPING):NO ADDITIONAL DECK SUPPORT FRAMING IS REQUIRED FOR OPENINGS WITH THE1.LARGEST DIMENSION LESS THAN OR EQUAL TO 10". OPENINGS IN THIS CATEGORYMUST BE SPACED A MINIMUM OF 24" APART (CLEAR) WHEN OPENINGS ARE NOTALIGNED PARALLEL TO DIRECTION OF FLUTES. IF SPACING REQUIREMENT CANNOTBE MET, THE OPENINGS SHALL BE CONSIDERED AS ONE LARGE OPENING AND A DECKSUPPORT FRAME SHALL BE PROVIDED AS DESCRIBED BELOW.FOR ALL OTHER OPENINGS, PROVIDE A STEEL FRAME AROUND OPENINGS PER TYPICALOPENING FRAME DETAIL PROVIDED ON STRUCTURAL DRAWINGS.

2.

OPENINGS SHALL BE SPACED A MINIMUM OF 24" CLEAR. IF SPACING REQUIREMENTCANNOT BE MET, THE OPENINGS SHALL BE CONSIDERED AS ONE LARGE OPENING ANDA STEEL FRAME AROUND OPENINGS SHALL BE PROVIDED AS DESCRIBED BELOW.

TESTS.

SPECIFICATIONS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

CONSTRUCTION.

TO VIEW.

REINFORCING AS FOLLOWS:

a. PROVIDE SIMPLE SHEAR BEAM CONNECTIONS AS SHOWN ON THE STEEL CONNECTIONSHEET ON THE DRAWINGS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

b. SEE SPECIFICATIONS FOR ADDITIONAL CONNECTIONS SUBMITTAL REQUIREMENTS FORALTERNATE CONNECTIONS AND FOR CONNECTIONS NOT COMPLETELY DETAILED OR NOTINDICATED ON THE DRAWINGS.

l.

ROUND HSS SECTIONS: ASTM A500, GRADE "B" (FY=42KSI)

17-INSTRUCTIONS AND COORDINATION1. COORDINATION:

2. SUBSTITUTIONS:

3. QUALITY CONTROL:

A. ANY DIFFERENCES BETWEEN THE DRAWINGS SHALL BE REPORTED TO THEENGINEER BEFORE PROCEEDING WITH THE WORK.

B. CONFLICTS WITHIN THE STRUCTURAL DRAWINGS OR BETWEEN THE STRUCTURALDRAWINGS, GENERAL NOTES AND/OR SPECIFICATIONS SHALL BE REPORTED TO THESTRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH MODIFICATIONS ORADJUSTMENT.

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE MECHANICAL AND ELECTRICALEQUIPMENT PURCHASED WITH INFORMATION SHOWN ON THE STRUCTURAL DRAWINGSINCLUDING, BUT NOT LIMITED TO, EQUIPMENT LOCATION, SIZE, WEIGHT, OPENINGS ANDSUPPORT REQUIREMENTS. REPORT DIFFERENCES TO THE ARCHITECT AND ENGINEERBEFORE PROCEEDING WITH THE WORK.

D. EXISTING CONDITIONS: THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USINGAVAILABLE INFORMATION OF EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE TOVERIFY EXISTING CONDITIONS AGAINST INFORMATION RECEIVED FROM THE CLIENT OROTHER SOURCES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPARE THE EXISTINGCONDITIONS TO THE INFORMATION SHOWN ON THE DRAWINGS AND NOTIFY THE ENGINEEROF ANY DIFFERENCES BEFORE PROCEEDING WITH THE WORK.

A. SUBSTITUTIONS ARE NOT ALLOWED WITHOUT APPROVAL FROM THESTRUCTURAL ENGINEER. REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY PROPERINFORMATION NECESSARY TO EVALUATE THE SUBSTITUTION AND COMPENSATION FROMTHE CONTRACTOR MAY BE REQUIRED TO CONDUCT THE EVALUATION PROCESS.

A. THE CONTRACTOR SHALL MAINTAIN A LOG OF DISCREPANCIES NOTED BY THE INDEPENDENTTESTING AGENCY FOR THE DURATION OF THE PROJECT. EACH ITEM IN THE LOG SHALL BEREFERENCED BY AN ITEM NUMBER WITH A DESCRIPTION OF THE DISCREPANCY, THE DATETHE DISCREPANCY WAS NOTED, A DESCRIPTION OF THE CORRECTIVE ACTION TAKEN ANDTHE DATE OF THE CORRECTIVE ACTION.

B. A LETTER OF ENGINEER'S STATEMENT USED TO OBTAIN A CERTIFICATE OF OCCUPANCYCANNOT BE ISSUED UNTIL ALL ITEMS NOTED IN THE DISCREPANCY LOG ARE ADDRESSED TOTHE ENGINEER'S SATISFACTION.

WHERE ATTACHMENTS TO EXISTING STRUCTURE REQUIRE THE REMOVAL OF FIREPROOFINGMATERIAL, FIREPROOFING SHALL BE REPLACED PER SPECIFICATION SECTION 07 81 00APPLIED FIREPROOFING.MANY PIPE SUPPORTS HAVE THE ABILITY TO BE SHIFTED HORIZONTALLY IN THE FIELD BYSMALL DISTANCES IN ORDER TO AVOID CONFLICTS WITH EXISTING INFRASTRUCTURE. ALLPROPOSED SHIFTS OF SUPPORT LOCATIONS SHALL BE COORDINATED WITH AND APPROVED

E.

F.

BY THE DIA PROJECT MANAGER AND THE STRUCTURAL ENGINEER.

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WORK BREAKDOWN NO.

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DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NO SCALE

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GENERAL NOTES

S001

201524853

201313641

NO. BY PURPOSE DATE CKDRJK IFC 17DE15 JJM

EXISTING CONCRETE FLOOROR BEAM

14"Ø PIPE

5/16

8'-4

3/4

"

1"8'

-3 3

/4"

5/16

2" C

LR

ANTICIPATED SLAB REINFA

8"Ø PIPE STANCHION(ANVIL FIG. 63 TYPE C, 14" PIPE OR EQUAL)

7/8"Ø ANCHORS

1" NON-SHRINK GROUT

BASE PL1/2X16X1'-4"(FABRICATED WITH STANCHION)

EXISTING CONCRETE FLOOROR BEAM

18"Ø PIPE

5/16

8'-4

3/4

"

1"8'

-3 3

/4"

5/16

2" C

LR

ANTICIPATED SLAB REINFAA

8"Ø PIPE STANCHION(ANVIL FIG. 63 TYPE C, 18" PIPE OR EQUAL)

7/8"Ø ANCHORS

1" NON-SHRINK GROUT


NEW RAISEDEQUIPMENT PAD

#4 @12" O.C. E.W.

DRILL AND GROUT#4 @ 12"AROUND PERIMETER

1'-6

"

ANTICIPATED SLAB REINF.

EXISTING CONCRETEFLOOR SLAB ON GRADE

2" CLEAR COVER (MIN)

REINFORCED CONCRETEEQUIPMENT PAD

ANCHOR HOLE. DRILL WITH 1"Ø NOMINALDIAMETER BIT FOR 7/8" Ø ANCHORS

7/8"Ø (SS) THREADED ROD HILTI HIT-RE 500-SDOR EQUAL (RE: PLAN FOR LOCATIONS)

(2) - ASTM A563 GRADE DH NUTS

ASTM F436 WASHERPUMP BASE PLATE

NON-SHRINK SOLID GROUT

1'-5

1/4

"

2" C

LR

6"

6" (M

IN)5/16

8"Ø PIPE STANCHION


7/8"Ø (SS) THREADED ROD ANCHORW/ HILTI HIT-RE-500-SD OR EQUAL(TYP OF 8) EMBED 7" MIN

1'-4"

1 3/4" 6 1/4" 6 1/4" 1 3/4"

1'-4

"

1 3/

4"6

1/4"

6 1/

4"1

3/4"

3/4"Ø THREADED ROD(ANVIL FIG. 260 OR EQUAL

PIPE SIZE 8)

CLEVIS HANGER(ANVIL FIG 260 OR EQUAL

PIPE SIZE 8)

DOUBLE NUT

8"Ø PIPE

C PIPE AND SUPPORT ASSEMBLYL

WT6X60

FORGED STEEL CLEVIS(ANVIL FIG 299 OR

EQUAL, ROD SIZE 3/4)

1"Ø THREADED ROD(ANVIL FIG. 260 OR EQUAL

PIPE SIZE 14)


PIPE SIZE 14)

DOUBLE NUT

14"Ø PIPE


WT6X60


EQUAL, ROD SIZE 1)

1"Ø THREADED ROD(ANVIL FIG. 260 OR EQUAL

PIPE SIZE 18)


PIPE SIZE 18)

DOUBLE NUT

18"Ø PIPE


WT6X60


EQUAL, ROD SIZE 1)

EXISTING CONCRETE FLOOR

1"1'

-4" ±

DEMO. EXISTING PAD AND FLOOR TO +/- 1"DEPTH IN EXISTING FLOOR. CLEAN SURFACE

AND APPLY BONDING AGENT (SIKADUR 32, HI-MOD, OR EQUAL). PLACE NON-SHRINK GROUT

(f'c = 5,000 PSI MIN) FLUSH TO SURFACE OFEXISTING FLOOR.

EXISTING PUMP PAD TO BE REMOVED

2" C

LR

ANTICIPATED REINF LOCATION

NOTE:PROVIDE SIMILAR REPAIR AT ALL PROPOSED LOCATIONS OF REMOVAL OFPUMPS, MOTORS, AND OTHER EQUIPMENT

EXISTING FLOOR

WT6X60

L9X4X1/2 (TYP)

3" 3"

EXISTING CONCFLOOR BEAM

HANGER ROD & CLEVIS(SIZES VARY)

1 1/2" 6" 3" 3" 6" 1 1/2"

2"3"

4"

3/4"Ø HILTI HIT-RE-500-SDANCHOR OR EQUAL .

EMBED 6" MIN (TYP OF 4)

EXISTING FLOOR

WT6X60

3"

C PIPEL

L9X4X1/2 (TYP)

1" MIN VARIES VARIES 1" MIN

ANTICIPATED REINFLOCATION

EXISTING CONC BEAM

HANGER ROD & CLEVIS(SIZES VARY)

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VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

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STRUCTURALDETAILS

S500

201524853

201313641

NOTES:

1. PLACE SUPPORT LOCATIONS IN ORDER TO AVOIDEXISTING FRAMING, PIPING, CONDUITS,REINFORCING AND OTHER INFRASTRUCTURE THATCANNOT BE RELOCATED. MINOR ADJUSTMENTSTO PIPE LOCATIONS MAY BE ACHIEVED BYSHIFTING SUPPORTS LONGITUDINALLY ALONGPIPING ALIGNMENT. LOCATIONS SHALL BEAPPROVED BY DIA PROJECT MANAGER ANDENGINEER PRIOR TO INSTALLATION.

2. PROPRIETARY ITEMS SPECIFIED IN THESEDETAILS SUCH AS PIPE SUPPORT COMPONENTSAND ANCHOR BOLTS MAY CONSIDERED EXAMPLESOF ACCEPTABLE ITEMS. ALTERNATE PRODUCTSMAY BE INSTALLED, PROVIDED THEY MEET OREXCEED ALL STRENGTH, DIMENSIONAL, ANDDESIGN INTENT OF SPECIFIED ITEMS. PROPOSEDSUBSTITUTIONS SHALL BE SUBMITTED TO DIAPROJECT MANAGER AND STRUCTURAL ENGINEERFOR APPROVAL PRIOR TO INSTALLATION.

3. PIPE SUPPORT COMPONENTS AND ANCHOR BOLTSSHALL BE INSTALLED IN STRICT ACCORDANCEWITH MANUFACTURERS' SPECIFICATIONS.

4. AT ATTACHMENTS TO EXISTING CONCRETE,REINFORCING SHALL BE LOCATED BY G.P.R.S.METHODS AND MARKED PRIOR TO ANCHORDRILLING. FIELD-ADJUST SUPPORT AND ANCHORLOCATIONS TO AVOID REINFORCING. IFREINFORCING MUST BE CUT BY DRILLED ANCHORHOLES, NOTIFY STRUCTURAL ENGINEER VIA R.F.I.FOR APPROVAL PRIOR TO DRILLING.

5. PERIODIC INSPECTION IS REQUIRED ON ALLANCHORS. SPECIAL INSPECTION SHALL ENSURETHAT ANCHORS ARE INSTALLED IN ACCORDANCEWITH THE MANUFACTURER'S SPECIFICATIONS.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPROVIDE TEMPORARY SUPPORTS AS REQUIREDFOR ALL EXISTING AND NEW PIPING DURING ANYMODIFICATIONS OF THE PIPING.

S501 S500 1" = 1'-0"

1 TYPICAL 14" PIPE STANCHION ON EXISTING PIT LEVEL FLOOR

S500 1" = 1'-0"

2 TYPICAL 18" PIPE STANCHION ON EXISTING PIT LEVEL FLOOR

S500 1 1/2" = 1'-0"

3 RAISED PUMP PAD SECTION

S500 1 1/2" = 1'-0"

2A TYPICAL PIPE STANCHION ON EXISTING FLOOR

S500 1" = 1'-0"

4 TYPICAL 8"Ø PIPING SUPPORT DETAIL FROM GROUND - LEVEL FLOOR

S500 1" = 1'-0"

5 TYPICAL 14"Ø PIPING SUPPORT DETAIL FROM GROUND - LEVEL FLOOR

S500 1" = 1'-0"

6 TYPICAL 18"Ø PIPING SUPPORT DETAIL FROM GROUND - LEVEL FLOOROR 18" PIPES

S500 1 1/2" = 1'-0"

7 DEMO AND FLOOR REPAIR AT EXISTING PUMP PADS

S500 1" = 1'-0"

9 TYPICAL HANGER ATTACHMENT TO FLOOR

S500 1" = 1'-0"

8 TYPICAL HANGER ATTACHMENT TO FLOOR


(MIN)1'-0" 4'-0"

(MIN)1'-0"

2'-0

"

1/2"Ø GALV THRU-BOLT(5 TOTAL, EQUALLY SPACED)

DUCTROUGH OPENING

(GALV) L6X3 1/2X5/16 LLV(NEAR SIDE & FAR SIDE)

SAWCUT NOTCH FORLEDGER INSTALLATION(TYP)

EXISTING CMU WALL

1/2"Ø GALV THRU-BOLT(5 TOTAL, EQUALLY SPACED)

(GALV) L6X3 1/2X5/16 LLV(TYP OF 2)

SAWCUT NOTCH FORLEDGER INSTALLATION(TYP)

EXISTING CMU WALL

DU

CT

RO

UG

H O

PEN

ING

2'-0

"

EXISTING BEAM (TYP)

2 - 1/2"Ø BOLTS (TYP)FIELD - PUNCH HOLES IN

EXISTING BEAM

L8X4X3/8 (TYP OF 4)

2 - 1/2"Ø BOLTS (TYP)

EXISTING GRATING

2" (MAX)

L8X4X3/8 LLV (TYP 4 PLACES)FIELD - MEASURE LENGTH

L3X3X1/4 (TYP OF 4)

18"Ø VERTICAL PIPE

EXISTING PRECAST DBL TEE

HSS3X2X1/4XCONT

3/16TYP

3/16

HSS2X2X1/4 @5'-0"OC(MAX)

SPLICING SEALANT

LAP SEALANT

MASTICSTAINLESS STEEL CLAMPING RING

EXISTING ROOFING AND INSULATION

PREFABRICATED PIPE FLASHING

FILL GAP WITH SEALANT (NOT SHOWN) AFTERSUPPORT INSTALLATION TO ELIMINATE

POCKET

(3 E

Q R

AIL

SPAC

ES)

3'-1

0"

RAIL: 1 1/2"Ø SCH 40PIPE (TYP OF 2)

1"2"2"1"

1"4"

1"

(TYP

)6"

BASE PL1/2X6X0'-6" W/ 4- 1/2"Ø BOLTS DRILL &FILL W/ HILTI RE-500-SDADHESIVE PER MFRRECOMMENDATIONS

3/16

NOTE:SEE SHEET M102 FORHANDRAIL LOCATIONS

EXISTING CONCRETE FLOORROUGHEN SURFACE TO +/-1/4"AMPLITUDE AND APPLY BONDING

AGENT TO SURFACE (SIKADUR 32,HI-MOD OR APPROVED EQUAL)

NON-SHRINK GROUT(f'c = 5,000 PSI MIN.)FLOOR PENETRATION TO BE REMOVED

COMPACTED BACKFILLREFER TO SHEET S501FOR VALVE BOX

EXTENSION DETAILS

EXISTING EXTERIORPAVEMENT SURFACECAULK SEALANT AT

PAD PERIMETER

(4) - #5 E.W.(EPOXY-COATED)CENTER IN SLAB.

(MIN

)6"

2'-0" SQUARE EXISTING EXTERIORPAVEMENT SURFACE

1/2" EXPANSION JOINTMATERIAL AND CAULK

SEALANT AROUNDPERIMETER

2% SLOPE(AWAY FROM LIFT

STATION)

3/4" CHAMFER

#5 @ 12" E.W.(EPOXY-COATED)CENTER IN SLAB.

UNDISTURBEDSUBGRADEOR COMPACTEDBACKFILL

#4 @ 12" E.W.(EPOXY-COATED)

FACE OF M.A.U.

6"2'

-6"

8"

6"

L3×3×3/8 (GALV) FRAME

EXISTING GRATING(NOT SHOWN ENTIRELYFOR CLARITY)

3'-0

" *

1'-0" *

OPENING FOR SLIDE GRATE

FRAME ANCHOR (BELOW, TYP)PLAN

EXISTING CONCRETE WALL

* ADJUST AS REQUIREDFOR SLIDE GATE RELOCATION

TYP

ELEVATION

4"8"

2"

EXISTING GRATINGCUT AS REQUIRED FORSLIDE GATE RELOCATION

L3×3×3/8 (GALV) FRAME

TYP

1/2"Ø S.S. HILTI HIT-RE-500-SDANCHOR, OR EQUAL.EMBED 4" MIN (TYP)

EXISTING CONCRETE WALL

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DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

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DRAWN BY:

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ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

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STRUCTURALDETAILS

S501

201524853

201313641

S501 1" = 1'-0"

1 DUCT PENETRATION AT EXISTING CMU WALL

S501 1" = 1'-0"

2 SECTION THROUGH DUCT PENETRATION AT EXISTING CMU WALL

S501 1" = 1'-0"

3 GRATING SUPPORT AT PIPE PENETRATION

S501 1" = 1'-0"

4 ROOF TOP HANDRAIL DETAIL

S501 1" = 1'-0"

5 FLOOR INFILL AT EXISTING PENETRATION

S501 1" = 1'-0"

6 CONCRETE VALVE BOX PAD REINFORCING

S501 1" = 1'-0"

7 EXTERIOR M.A.U. PAD REINFORCING

S501 1" = 1'-0"

8 GRATING SUPPORT FRAME AT RELOCATED SLIDE GATE

NOTES:

1. PLACE SUPPORT LOCATIONS IN ORDER TO AVOIDEXISTING FRAMING, PIPING, CONDUITS,REINFORCING AND OTHER INFRASTRUCTURE THATCANNOT BE RELOCATED. MINOR ADJUSTMENTSTO PIPE LOCATIONS MAY BE ACHIEVED BYSHIFTING SUPPORTS LONGITUDINALLY ALONGPIPING ALIGNMENT. LOCATIONS SHALL BEAPPROVED BY DIA PROJECT MANAGER ANDENGINEER PRIOR TO INSTALLATION.

2. PROPRIETARY ITEMS SPECIFIED IN THESEDETAILS SUCH AS PIPE SUPPORT COMPONENTSAND ANCHOR BOLTS MAY CONSIDERED EXAMPLESOF ACCEPTABLE ITEMS. ALTERNATE PRODUCTSMAY BE INSTALLED, PROVIDED THEY MEET OREXCEED ALL STRENGTH, DIMENSIONAL, ANDDESIGN INTENT OF SPECIFIED ITEMS. PROPOSEDSUBSTITUTIONS SHALL BE SUBMITTED TO DIAPROJECT MANAGER AND STRUCTURAL ENGINEERFOR APPROVAL PRIOR TO INSTALLATION.

3. PIPE SUPPORT COMPONENTS AND ANCHOR BOLTSSHALL BE INSTALLED IN STRICT ACCORDANCEWITH MANUFACTURERS' SPECIFICATIONS.

4. AT ATTACHMENTS TO EXISTING CONCRETE,REINFORCING SHALL BE LOCATED BY G.P.R.S.METHODS AND MARKED PRIOR TO ANCHORDRILLING. FIELD-ADJUST SUPPORT AND ANCHORLOCATIONS TO AVOID REINFORCING. IFREINFORCING MUST BE CUT BY DRILLED ANCHORHOLES, NOTIFY STRUCTURAL ENGINEER VIA R.F.I.FOR APPROVAL PRIOR TO DRILLING.

5. PERIODIC INSPECTION IS REQUIRED ON ALLANCHORS. SPECIAL INSPECTION SHALL ENSURETHAT ANCHORS ARE INSTALLED IN ACCORDANCEWITH THE MANUFACTURER'S SPECIFICATIONS.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPROVIDE TEMPORARY SUPPORTS AS REQUIREDFOR ALL EXISTING AND NEW PIPING DURING ANYMODIFICATIONS OF THE PIPING.


UP

DN

UP

UP

UP

4

4

4

4

4

4

1

3

52

6

7

5M301

4P301

6P301

7P301

5P301

EXISTING 8" SURGERELIEF LINE

18" HEADER

9

4

4

4

4

4

4

5M301

4P301

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7P301

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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17 DECEMBER 2015

A. SCHNECKLOTH

A. WADDOUPS

01

PLUMBINGDEMOLITION PLAN

PD101

201524853

201313641

1/4" = 1'-0"M301 PD101

PIT LEVEL PLUMBING DEMO PLAN1

GENERAL SHEET NOTES:

1.

2.

3.

4.

5.

DEMOLITION SHALL BE ACCORDANCEWITH SPECIFICATION SECTION 024119.

CONTRACTOR SHALL COORDINATEDEMOLITION SO TWO PUMPS ARE INOPERATION AT ALL TIMES.DEMOLITION AND CONSTRUCTIONACTIVITIES SHALL NOT INTERFEREWITH THE OPERATION OF LIFTSTATION. REFER TO GENERAL NOTESON SHEET P101 FOR SEQUENCE OFCONSTRUCTION.

CONTRACTOR SHALL REPAIR ALL PIPEPENETRATIONS. PER STRUCTURALDRAWINGS.

ALL ABONDONED EQUIPMENT, PIPES,DUCTS, ECT. SHALL BE REMOVED BYCONTRACTOR UNLESS OTHERWISENOTED. DRAWING ONLY APPLIES TOPLUMBING DRAWINGS. SEE OTHERDISCIPLINE DRAWINGS FORADDITIONAL DEMOLITION DRAWINGS.

ADDITIONAL ANCILLARY COMPONENTSTO THE EQUIPMENT BEINGDEMOLISHED MAY NOT BE INDICATEDON THIS DRAWING AND MAY REQUIREDEMOLITION. COORDINATE WITHENGINEER REGARDING REMOVAL OFTHESE COMPONENTS.

KEYED NOTES:

CONTRACTOR SHALL DEMOLISH ALLPIPING, VALVES, PUMPS, ANDASSOCIATED PIPE SUPPORTS ASSHOWN.

CONTRACTOR SHALL REMOVEEXISTING BAR RACK, CLEAN, ANDRETURN TO OWNER.

18" TEE AND ASSOCIATED VERTICALPIPING TO REMAIN IN PLACE.

CONTRACTOR SHALL DEMOLISH GATE(TYP. OF 6).

CONTRACTOR SHALL REMOVEEXISTING INFLUENT CHANNELGRINDER, CLEAN, AND RETURN TOOWNER.

16" PUMP INTAKE SHALL REMAIN INPLACE (TYP. OF 4).

CONTRACTOR SHALL CUT, ADD BALLVALVE, AND CAP SEAL WATER LINE TOPUMPS AT WALL (TYP. OF 3).

CONTRACTOR SHALL REMOVEEXISTING 10" FLOW METER, CLEAN,AND RETURN TO OWNER.

CONTRACTOR SHALL DEMOLISHCOMPRESSED AIR SYSTEM ANDPIPING.

CONTRACTOR SHALL DEMOLISHEXISTING BREAK WATER TANK ANDBUBBLER PUMPS.

1

2

3

4

5

6

7

N

1/4" = 1'-0"M301 PD101

INTERMEDIATE LEVEL PLUMBING DEMO PLAN2

8

N

9

10

10

NO. BY PURPOSE DATE CKDEN IFC 17DE15 AW

S

D

M

X Xx

X

X

X

M

BUTTERFLY VALVE

FLANGED PIPING

MECHANICAL JOINT PIPING

GATE VALVE

DOUBLE LINE PIPING

REDUCER

EXISTING

V VACUUM TRAP

BF

QUICK DISCONNECT COUPLING

UNION

REDUCER

PIPE GUIDE

PIPE ANCHOR

WALL HYDRANT

HOSE BIBB

AIR COCK

STEAM TRAP ASSEMBLY

DRIP POCKET ASSEMBLY

BLIND FLANGE

WELDED CAP

REMOVABLE CAP

REMOVABLE PLUG

STRAIGHTENING VANE

DISCHARGE ELBOW ASSEMBLY

CLEANOUT (CO)

EQUIPMENT DRAIN (ED)

FLOOR DRAIN (FD)

ROOF DRAIN (RD)

IN-LINE FLOW METER

SIGHT FLOW INDICATOR

RESTRICTING ORIFICE

INSULATING FLANGE (I.F.)

AIR AND VACUUM VALVE

VACUUM VALVE

AIR RELEASE VALVE

V

A

DRAINER ASSEMBLY

FLANGED COUPLING ADAPTER (FCA)

Y-TYPE STRAINER

TEE TYPE STRAINER

BASKET TYPE STRAINER

FLEXIBLE BALL JOINT

EXPANSION ELEMENT (JOINT)

FLEXIBLE HOSE

NORMALLY CLOSEDNC

NORMALLY OPENNO

LOCKED CLOSED

LOCKED OPEN

IN-LINE TOTALIZING FLOW METER

VACUUM BREAKER

BACKFLOW PREVENTER

REDUCING (REGULATING VALVE)SELF-CONTAINED PRESSUREP

NEEDLE VALVE

PINCH VALVE

HOSE GATE DRAIN VALVE

RELIEF OR BACKPRESSURE VALVE

ANGLE VALVE

3-WAY VALVE

PLUG VALVE (PV)

STOP CHECK VALVE

CHECK VALVE (CV)

BUTTERFLY VALVE (BFV)

GLOBE VALVE

GATE VALVE (GV) OR MUD VALVE (MV)

DIAPHRAGM

MOTOR

SOLENOID

AV

HUB DRAIN (HD)

M

BP

VB

T

AC

HB

WH

DIAPHRAM VALVE

RETAINER FLANGE

INJECTOR

CENTRIFUGAL PUMP

NEW

PIPE SIZE AND DIRECTION OF FLOW18"

MS MOISTURE SEPARATOR

SINGLE LINE PIPING

VALVE OPERATORS

HARNESSED SLEEVE COUPLING

BALL VALVE

AIR/OIL CYLINDER

WATER SURFACE

FLANGED COUPLING ADAPTOR

PLUG VALVE

DIAPHRAGM METERING PUMP

DISMANTLING JOINT

CALIBRATION COLUMN

PULSATION DAMPENER W/ISOLATION BALL VALVE

FLOW METER

STATIC MIXER

GAUGE SEAL

DIAPHRAM PROTECTEDPRESSURE SWITCH

ROTAMETER

TO SHOW PIPES OR EQUIPMENT BELOWPIPES CROSSING WITH BREAK-OUT

TEE TURNING UP

TEE TURNING DOWN

PIPES IN SECTION

BELOW

ABOVE

TYPICAL PIPE BREAK

BELOW

ABOVE

PIPES CROSSING

ELBOW TURNING UP

ELBOW TURNING DOWN

PIPES CROSSING WITH BREAK-OUTTO SHOW PIPES OR EQUIPMENT BELOW

BELOW

PIPES IN SECTION

BELOW

TYPICAL PIPE BREAK

ABOVE

PIPES CROSSING

ELBOW TURNING UP

ABOVE

ELBOW TURNING DOWN

FITTING, VALVE AND EQUIPMENT TAG

PCCHEMICAL APPLICATION POINT

A/O

ABBREVIATIONSAERATION BASINACTUAL CUBIC FEET PER MINUTEABOVE FINISHED FLOORABOVE FINISHED GRADEBLIND FLANGE5-DAY BIOCHEMICAL OXYGEN DEMANDDEGREES CELSIUS5-DAY CARBONACEOUS BIOCHEMICAL OXYGEN DEMANDCLARIFIER EFFLUENTCUBIC FEET PER DAYCUBIC FEET PER MINUTECUBIC FEET PER SECONDCONCRETE PIPECUBIC YARDDISSOLVED AIR FLOTATION THICKENERDUCTILE IRON PIPEDISSOLVED OXYGENDRAINDETENTION TIMEDRAWINGEFFLUENTELEVATIONDEGREES FAHRENHEITFLANGE COUPLING ADAPTERFLANGEFEET PER SECONDFIBERGLASS REINFORCED PLASTICFEETSQUARE FEETCUBIC FEETGALLONS PER DAYGALLONS PER MINUTEGALLONS PER MINUTE PER SQUARE FOOTHOURHOURSHYDRAULIC RESIDENCE TIMEHIGH SOLIDS CENTRIFUGEINLET CUBIC FEET PER MINUTEINVERT ELEVATIONINCHESINFLUENTINTERNAL RECYCLEKILOGRAMPOUNDSMEAN CELL RESIDENCE TIMEMILLION GALLONSMILLION GALLONS PER DAYMILLIGRAMS PER LITERMANHOLEMINUTEMECHANICAL JOINTMIXED LIQUORMOST PROBABLE NUMBERNITROGENAMMONIA NITROGENNON-POTABLEPHOSPHORUSHYDROGEN ION CONCENTRATIONPRIMARY INFLUENTPLUG VALVEPOUNDS PER DAYPARTS PER MILLIONPOLYVINYL CHLORIDE PIPERETURN ACTIVATED SLUDGERESTRAINED MECHANICAL JOINTSCUMSTANDARD CUBIC FEET PER MINUTESOLIDS DEWATERINGSECONDARY EFFLUENTSQUARE FEETSURFACE OVERFLOW RATESOLIDS RESIDENCE TIMESUSPENDED SOLIDSSTAINLESS STEELTOTAL DYNAMIC HEADTOTAL DISSOLVED SOLIDSTOTAL KJELDAHL NITROGENTOTAL SUSPENDED SOLIDSULTRAVIOLETVARIABLE FREQUENCY DRIVEVOLATILE SOLIDSVOLATILE SUSPENDED SOLIDSVENT THROUGH ROOFWASTE ACTIVATED SLUDGEWEIR OVERFLOW RATEWATER REUSEWATER SURFACE ELEVATION

ABACFMAFFAFGBFBOD5DEG CCBOD5CECFDCFMCFSCPCU YDDAFTDIPDODRDTDWGEFFEL/ELEVDEG FFCAFLGFPSFRPFTSQ FTCU FTGPDGPMGPM/SFHRHRSHRTHSCICFMIEININFIRKGLBSMCRTMGMGDMG/LMHMINMJMLMPNNNH3 - NNPPpHPIPLGPPDPPMPVCRASRMJSCSCFMSDSESFSORSRTSSSSTTDHTDSTKNTSSUVVFDVSVSSVTRWASWORWRWSE

PIPE SUPPORT

EQUIPMENT

FITTINGS

VALVES

TAGSGRINDER

SLIDE GATE

S SURGE VALVE

P&ID SYMBOLS

N.C.

N.O.

C.

S

M

M

PNEUMATIC MOTOR OPERATED 2-WAY VALVE(NORMALLY OPEN OR CLOSED AS NOTED)

PNEUMATIC MOTOR OPERATED 3-WAY VAVLE

ELECTRIC MOTOR OPERATED 2-WAY VALVE

ELECTRIC MOTOR OPERATED 3-WAY VALVE

3-WAY SOLENOID VALVE

SLIDE GATE

CHECK VALVE

PLUG VALVE

M

ELECTRIC MOTOR OPERATED PLUG VALVE

PUMP

GRINDER

MAGNETIC FLOW METERM

ELECTRIC MOTOR

XXXXXX

P

IA20

XXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

PLAXXX

TWO OR MORE INSTRUMENTS MOUNTED IN SAME CASE

COMPUTER OR MICROPROCESSOR INTERFACE POINT

DUCT-MOUNTED SMOKE DETECTOR, PHOTOELECTRIC

LOCAL MOUNTED DISCRETE INSTRUMENT

PANEL MOUNTED DISCRETE INSTRUMENT

SOFTWARE COMPUTER FUNCTION

INSTRUMENT AIR SUPPLY, PRESSURE AS NOTED

P&ID INSTRUMENT IDENTIFYING LETTERS

DO = DIGITAL OUTPUT

AO-E = ANALOG OUTPUT, ELECTRICAO-P = ANALOG OUTPUT, PNEUMATIC

DI = DIGITAL INPUT

AI = ANALOG INPUT

INTERNAL SYSTEM SOFTWARE OR DATA LINK

OPPOSED BLADE DAMPER

MECHANICAL INSTRUMENT CONNECTION

INSTRUMENT AIR SIGNAL

INSTRUMENT ELECTRICAL SIGNAL

ELECTRICAL INTERLOCK WIRING

DUCTED AIR FLOW

NON-DUCTED AIR FLOW

PARALLEL BLADE DAMPER

OUTPUTFUNCTION

SUCCEEDING LETTERS

CONTROL

CONTROLSTATION

RELAY

TRANSDUCER/COMPUTE

FINAL CONTROLELEMENT

UNCLASSFIED

VALVE

MULTIFUNCTION

TRANSMIT

LOOP NO. OR INSTRUMENT NO.

SUPPLEMENTARYINFORMATION

W

EVENT, STATE

POSITIONOR PRESENCEY

Z

TEMPERATURE

MULTIVARIABLE

VISCOSITY

WEIGHT

UNCLASSFIED

V

X

T

U

N USER'S CHOICE

PRESSURE

QUALITY OR EVENT

RADIOACTIVITY

SPEED

Q

R

S

O

P

CURRENT

POWER

LEVEL

TIME OR TIMESCHEDULE

MOISTURE ORHUMIDITY

L

M

I

J

K

UNCLASSFIED

MULTIFUNCTION

LINE DESIGNATIONS

WELL

INDICATE

ORIFICEPOINT (TESTCONNECTION)

TOTALIZERECORD OR

SCAN

PRINTSWITCH

LIGHT

FIRST LETTER

P&ID INSTRUMENT IDENTIFYING LETTERS

FIRST LETTER

DENSITY (MASS)

VOLTAGE (EMF)

FLOW RATEGAGING

HAND(DIMENSIONAL)

F

G

H

D

E

MEASURED ORINITIATINGVARIABLE

ANALYSIS

BURNER FLAME

CONDUCTIVITY

A

B

C

READOUT ORPASSIVE

FUNCTION

PRIMARYELEMENT

DIFFERENTIAL

RATIO

MODIFIER

GLASS

ALARM

BXX

SUCEEDING LETTERS

UNCLASSFIED

MULTIFUNCTION

INTERMEDIATEMIDDLE OR

LOW

HIGH

MODIFIER

O/C = OPEN/CLOSE

FAIL = FAILS/S = START/STOP

O/O = ON/OFF

L/R = LOCAL/REMOTE

% = 0-100%

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NO SCALE

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A. SCHNECKLOTH

A. WADDOUPS

01

PLUMBINGGENERAL NOTES,ABBR., & SYMBOLS

P001

201524853

201313641

NOTE:THIS IS A STANDARD PLUMBINGLEGEND AND NOT ALL ITEMS OREQUIPMENT AS DESIGNATED HEREONARE USED ON THIS PROJECT.


UP

DN

UP

UP

UP

1P301

3P301

2P301

EXISTING 48" INFLUENT

14" DISCHARGE (TYP 4)

18" HEADER

16" SUCTION(TYP 4)

1234

24252627

5678

9

8

5555

10 10

6

34567 7

7

7

5M301

3 3 33

5 (TYP, 4 PLCS)

44

11'-9

3/4

" +/-

6'-1

1" +

/-

10

9

3P301

2

1

16

17

14

1311

12

19

8

7

10

99

2

EXISTING SAF-1'P'

EXISTING SAF-18" SURGE RELIEF

14" FORCE MAIN18" HEADER


EXISTING FERROUSCHLORIDE SYSTEM

11

PUMPS BELOW

5M301

8

8 7

766

6

12

10

14

9

11

13

15

20

21

23 22

EXISTING 48" INFLUENT

12

4P301

6P301

7P301

5P301

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CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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A. SCHNECKLOTH

A. WADDOUPS

01

PLUMBING FLOORPLANS

P101

201524853

201313641

1/4" = 1'-0"M301 P101

PIT LEVEL PLUMBING PLAN1

1.

2.

3.

4.

5.

6.

7.

1

N

1/4" = 1'-0"M301 P101

INTERMEDIATE LEVEL PLUMBING PLAN2


SEE P501 FOR FITTING, VALVE, ANDEQUIPMENT SCHEDULES.

SEE STRUCTURAL DRAWINGS S500 FORPIPE SUPPORT DETAILS.

ALL INTERIOR PROCESS PIPING TO BEFLANGED DIP UNLESS NOTEDOTHERWISE.

PRIOR TO CONSTRUCTIONCONTRACTOR SHALL VERIFY ALLDIMENSIONS SHOWN WITH SELECTEDEQUIPMENT MANUFACTURER ANDADJUST IF REQUIRED.

LS#1 MUST REMAIN OPERATIONAL ATALL TIMES THROUGHOUT THECONSTRUCTION PROCESS.OPERATIONAL MEANS THAT AT LEASTTWO DUTY PUMPS MUST BE ON-LINEAND OPERATIONAL IN AUTOMATIC MODE,AND THE DIESEL-POWED PUMP MUST BEAVAILABLE FOR BACK-UP USE. ALLTELEMETRY SYSTEMS AND ALARMSMUST BE OPERATIONAL AT ANY TIMEWHEN THE LIFT STATION IS NOTMANNED.

THE SUGGESTED SEQUENCE OFCONSTRUCTION IS DESCRIBED BELOW.THE FOLLOWING ITEMS MUST BECOMPLETED IN SEQUENCE TO ALLOWCONTINUOUS OPERATION OF THE LIFTSTATION.

KEYED NOTES:

CONTRACTOR SHALL INSTALL VALVEEXTENSION AND VALVE BOX (TYP. OF 2)PER VALVE BOX DETAIL ON P501.

CONTRACTOR SHALL CONNECT SURGEPIPE ONTO EXISTING 8" SURGE PIPEWITH RESTRAINED JOINT.

FLOOR STANCHION SUPPORT FOR 14"DIA. PIPE. REFERENCE DETAIL 1, SHEETS500.

FLOOR STANCHION FOR 18" DIA. PIPE.REFERENCE DETAIL 2, SHEET S500.

CONCRETE PAD FOR NEW PUMPS.REFERENCE DETAIL 3, SHEET S500.

HANGER ASSEMBLY FOR 8" PIPE.REFERENCE DETAIL 4, SHEET S500.



NON-POTABLE WATER DISTRIBUTIONPIPING TO REMAIN IN SERVICE AFTERSEAL WATER PIPING IS REMOVED.

ADD REDUCE PRESSURE BACK-FLOWASSEMBLY FROM POTABLE WATERSUPPLY AND CONNECT DIRECTLY TOEXISTING NON-POTABLE DISTRIBUTIONPIPE.

2

N

INSTALL NEW GATES IN THEINFLUENT CHANNEL AND WETWELLS.

ISOLATE NEW PUMPS THREE ANDFOUR (LS1-P-3 AND LS1-P-4) FROMTHE EXISTING DISCHARGE HEADERAND CONSTRUCT THE NEW PUMPS,VALVES, PIPING, AND FLOW METER2 (LS1-FE/FIT-2).

CLOSE AND LOCK OUT VALVES LS1-PV-9, LS1-PV-10, LS1-PV-14, ANDLS1-PV-17.

PUT NEW PUMPS THREE AND FOURINTO SERVICE.

CONSTRUCT NEW PUMPS ONE ANDTWO (LS1-P-1 AND LS1-P-2),VALVES, PIPING, AND FLOW METER1 (LS1-FE/FIT-1).

PUT NEW PUMPS ONE AND TWOINTO SERVICE. MAKE VALVE LS1-PV-9 OPERATIONAL AND REMOVELOCK-OUT FROM VALVES LS1-PV-10, LS1-PV-14, AND LS1-PV-17.

THE FOLLOWING CONSTRUCTION ITEMSMAY BE COMPLETED AT THECONTRACTOR'S PREFERENCE INLOGICAL SEQUENCE:

INFLUENT GRINDERS: INFLUENTGRINDERS MUST REMAIN INOPERATION AT ALL TIMES.

PNEUMATIC VALVES AND AIRSUPPLY SYSTEM DEMOLITION: THISSYSTEM MUST REMAIN ACTIVEUNTIL ALL OF THE AIR-ACTUATEDVALVES ARE TAKEN OFFLINE.

SEAL WATER SYSTEM AND PIPING:SEAL WATER MUST REMAIN ACTIVEUNTIL ALL OF THE EXISTING PUMPSARE TAKEN OFFLINE.

EXTERIOR VALVE OPERATORS.

BALANCE OF WORK.

A.

B.

C.

D.

E.

F.

A.

B.

C.

D.

E.

3

4

5

6

7

8

9

10


Mezzanine Level 5293.00'

Pit Level 5279.14'

8" SURGE RELIEF

18" HEADER

16" CONCRETEPUMP PADS

CL EL 5300.74'

CL EL 5287.53'

4 4 44

11

5'-6"

CL EL 5294.99'

PIPE SUPPORT,SEE STRUCTURAL

PIPE SUPPORT,SEE STRUCTURAL

3


Pit Level 5279.14'


EXISTING 16" PUMPINTAKE (TYP 4)

Mezzanine Level5293.00'

Top of Grating 5296.00'

Pit Level 5279.14'


18" HEADER

CL EL 5287.53'

14" DISCHARGE18

Pit Level 5279.14'

5288.00

5295.94 Top of Grating 5296.00'

Pit Level 5279.14'

5285.00

Pit Level 5279.14'

5284.56

5295.00


Pit Level 5279.14'

5281.00

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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A. WADDOUPS

01

PLUMBINGSECTIONS

P301

201524853

201313641

1/4" = 1'-0"P101 P301

PARTIAL PLUMBING SECTION 11

1/4" = 1'-0"P101 P301


1/4" = 1'-0"P101 P301



1.

2.

3.

4.

5.

SEE P501 FOR FITTING, VALVE, ANDEQUIPMENT SCHEDULES.

SEE STRUCTURAL DRAWINGS FORPIPE SUPPORT DETAILS.

ALL INTERIOR PROCESS PIPING TOBE FLANGED DIP UNLESS NOTEDOTHERWISE.

PRIOR TO CONSTRUCTIONCONTRACTOR SHALL VERIFY ALLDIMENSIONS SHOWN WITHSELECTED EQUIPMENTMANUFACTURER AND ADJUST IFREQUIRED.

REPAIR CRACKS AND JOINTSVISUALLY LEAKING USING AHYDROPHOBIC POLYURETHANEINJECTED FROM THE OUTSIDE.FOLLOW MANUFACTURER'SINSTALLATION INSTRUCTIONS.


1/4" = 1'-0"P101 P301

LS1-SG-1 SECTION4

1/4" = 1'-0"P101 P301

LS1-SG-2 & LS1-SG-3 SECTION5

1/4" = 1'-0"P101 P301

LS1-SG-4 & LS1-SG-5 SECTION6

1/4" = 1'-0"P101 P301

LS1-SG-6 SECTION7

SIZE AND EMBEDMENT AS REQD BYGATE MFR. PROVIDE 2" LONGER BOLTSTO COMPENSATE FOR GROUT THICKNESS.

NEW GATE FRAMEAND GATE

EXISTING CONCRETEFLOOR

1/2"

MIN

-2" M

AXN

ON

-SH

RIN

KG

RO

UT

EXISTINGWALL

ANCHOR SIZE & EMBEDMENTAS REQD BY GATE MFR.


6" MIN

1/2"

MIN

-2" M

AXN

ON

-SH

RIN

KG

RO

UT

CH

ANN

EL W

ALL

TYPICAL MOUNTING FOR LS1-SG-1, LS1-SG-4, LS1-SG-5, LS1-SG-6

ANCHOR SIZE & EMBEDMENTAS REQD BY GATE MFR.

CHANNEL FRAMEBY GATE MFR


EXISTINGWALL/CHANNEL

TYPICAL MOUNTING FOR LS1-SG-2, LS1-SG-3

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NTS

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01

PLUMBINGSTANDARD

DETAILS

P501

201524853

201313641

SAN

VAR

IES

2'-0

" MAX

3"

TOP AND COVER

2'x2'x6" SQ CONC PAD

OPERATING NUT

SHAFT

1/4" STEEL GRAVEL SHIELDDIA 3/4" LESS THAN SHAFT ID

1 1/4" DIA COLDROLLED STEEL

EXISTING PLUG VALVE

UNDISTURBEDTRENCH BOTTOM

PIN VALVE BOX EXTENSIONSTEM TO VALVE OPERATORWITH SET SCREWS (MIN 2)

LINE ABBREVIATION ORNAME CAST IN TOP OFVALVE BOX COVER

NOTES:1.2.3.4.

VALVE BOX TO BE PLUMB AND CENTERED OVER NUT.DO NOT RUN TRACER WIRE UP VALVE BOX.ASSUME TYPE C SOILS FOR LIMITS OF EXCAVATION.ALL EXCAVATION UNDER ASPHALT SHALL BE FLOW-FILLED PER SPECSECTION 312323.

TYPICAL DEEP VALVE BOX DETAIL

NOT TO SCALE

12" PVC PIPE WITH BELL ENDOVER OPERATING NUT

EXISTING FORCE MAIN PIPING

CENTERLINE ELEVATION 5294.99

EQUIPMENT SCHEDULE

MARK DESCRIPTION TAGSPECIFICATION

SECTION

1 OPEN CHANNEL GRINDER LS1-GR-1 4612602 OPEN CHANNEL GRINDER LS1-GR-2 4612603 SELF-PRIMING CENTRIFUGAL PUMP LS1-P-1 2213294 SELF-PRIMING CENTRIFUGAL PUMP LS1-P-2 2213295 SELF-PRIMING CENTRIFUGAL PUMP LS1-P-3 2213296 SELF-PRIMING CENTRIFUGAL PUMP LS1-P-4 2213297 MAGNETIC FLOW METER LS1-FE-1 2205198 MAGNETIC FLOW METER LS1-FE-2 2205199 SLIDE GATE LS1-SG-1 46129010 SLIDE GATE LS1-SG-2 46129011 SLIDE GATE LS1-SG-3 46129012 SLIDE GATE LS1-SG-4 46129013 SLIDE GATE LS1-SG-5 46129014 SLIDE GATE LS1-SG-6 461290

FITTING SCHEDULE

MARK FITTING SIZE DESCRIPTION

1 8" 90 DEG BEND2 8" TEE3 8"-18" ECCENTRIC EXPANSION4 10"-14" CONCENTRIC EXPANSION5 10"-16" ECCENTRIC EXPANSION6 14" 45 DEG BEND7 14" 90 DEG BEND8 14"-18" 90 DEG EXPANSION BEND9 14"-18" ECCENTRIC EXPANSION10 14"-18"-18" TEE11 18" TEE

VALVE SCHEDULE

# VALVE TAG SIZE VALVE TYPE ACTUATOR TYPE VALVE ENDS

1 LS1-PV-1 16" PLUG HANDWHEEL FLG X FLG2 LS1-PV-2 16" PLUG HANDWHEEL FLG X FLG3 LS1-PV-3 16" PLUG HANDWHEEL FLG X FLG4 LS1-PV-4 16" PLUG HANDWHEEL FLG X FLG5 LS1-PV-5 14" PLUG CHAINWHEEL FLG X FLG6 LS1-PV-6 14" PLUG CHAINWHEEL FLG X FLG7 LS1-PV-7 14" PLUG CHAINWHEEL FLG X FLG8 LS1-PV-8 14" PLUG CHAINWHEEL FLG X FLG9 LS1-PV-9 18" PLUG ELECTRIC MOTOR FLG X FLG10 LS1-PV-10 18" PLUG HANDWHEEL FLG X FLG11 LS1-PV-11 18" PLUG HANDWHEEL FLG X FLG12 LS1-PV-12 18" PLUG HANDWHEEL FLG X FLG13 LS1-PV-13 18" PLUG HANDWHEEL FLG X FLG14 LS1-PV-14 18" PLUG HANDWHEEL FLG X FLG15 LS1-PV-15 18" PLUG HANDWHEEL FLG X FLG16 LS1-PV-16 18" NUT HANDWHEEL FLG X FLG17 LS1-PV-17 18" NUT HANDWHEEL FLG X FLG18 LS1-PV-18 18" PLUG CHAINWHEEL FLG X FLG19 LS1-PV-19 8" PLUG HANDWHEEL FLG X FLG20 LS1-PV-20 8" PLUG HANDWHEEL FLG X FLG21 LS1-PV-21 8" PLUG HANDWHEEL FLG X FLG22 LS1-SV-1 8" SURGE RELIEF --- FLG X FLG23 LS1-SV-2 8" SURGE RELIEF --- FLG X FLG24 LS1-CV-1 14" CHECK --- FLG X FLG25 LS1-CV-2 14" CHECK --- FLG X FLG26 LS1-CV-3 14" CHECK --- FLG X FLG27 LS1-CV-4 14" CHECK --- FLG X FLG

X X

X

5303' +/-

VALVE BOX COVER DETAIL

ASPHALT PAVEMENTTO MATCH EXISTING


NTSP501

SLIDE GATE BOTTOM MOUNT1

NTSP501

SLIDE GATE SIDE MOUNT2

NTSP501

SLIDE GATE WALL/CHANNEL MOUNT3

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CADD FILE NO.

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SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

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PLUMBINGPROCESS FLOW

DIAGRAM

P601

201524853

201313641


WET

WEL

L A

WET

WEL

L B

LS1-SG-1

LS1-SG-3

LS1-GR-2

LS1-SG-5

LS1-SG-2

LS1-GR-1

LS1-SG-4

LS1-SG-6

LS1-PV-1

LS1-PV-2

LS1-PV-3

LS1-PV-4

LS1-PV-8

LS1-PV-7

LS1-PV-6

LS1-PV-5

LS1-PV-9

LS1-FE-1

LS1-PV-11 LS1-PV-13

LS1-PV-12 LS1-PV-14

LS1-FE-2

LS1-P-1

S S

LS1-PV-19

LS1-PV-21

EXISTING LIFTSTATION #1 BUILDING

EXISTINGSAF-1

EXISTINGSAF-1'P'

EXISTING48" INFLUENT

EXISTING FERROUSCHLORIDE FEED SYSTEM

LS1-PV-17

M

M

LS1-PV-16

LS1-P-2

LS1-P-3

LS1-P-4

LS1-PV-18

LS1-PV-10

LS1-SV-1 LS1-SV-2

LS1-PV-20

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CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

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A. SCHNECKLOTH

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PROCESS &INSTRUMENTATION

(P&ID) DIAGRAM

P602

201524853

201313641

WET

WEL

LA

WET

WEL

L B

LS1-SG-1

LS1-SG-3

LS1-GR-2

LS1-SG-5

LS1-SG-2

LS1-GR-1

LS1-SG-4

LS1-SG-6

LS1-PV-1

LS1-PV-2

LS1-PV-3

LS1-PV-4

LS1-PV-8

LS1-PV-7

LS1-PV-6

LS1-PV-5

LS1-PV-9

LS1-FE-1

LS1-PV-11 LS1-PV-13

LS1-PV-12 LS1-PV-14

LS1-FE-2

LS1-P-1

LS1-PV-19 LS1-PV-20

EXISTING LIFTSTATION #1 BUILDING

EXISTINGSAF-1

EXISTINGSAF-1'P'

EXISTING48" INFLUENT

EXISTING FERROUSCHLORIDE FEED SYSTEM

LS1-PV-17

M

M

LS1-PV-16

NOTES:

KEYED NOTES:

1.

2.

3.

VFC4501 TYPICAL FOR VFC4502, VFC4503, VFC4504FOR M4502, M4503 AND M4504, RESPECTIVELY.

SEE VFC CONTROL SCHEMATICS ON SHEETS E603AND E604.

PLC I/O AND PROGRAMMING TYPICAL FOR ALL FOURPUMPS.

EXISTING INSTRUMENTATION NOT SHOWN ONPLANS.

ONLY NEW INSTRUMENTATION AND EXISTINGINSTRUMENTATION USED IN CONTROLS IS SHOWNIN THE P&ID.

SEE PLC I/O LIST ON SHEET E602.

1

2

TSH4504

M4504

TSH4503

M4503

TSH4502

M4502

TSH4501M4501

I HMIVFC4501 1 2

HS4501

DI

LRMA

4501DI

FAILMI

4501DI

O/OSC

4501AOE

%SI

4501AI

%MC

4501DO

S/SYA

4501DI

FAILZI

PV-9DI

O/CYA

PV-9DI

FAILHS

PV-9DI

L/RFC

PV-9DO

O/C

HSPV-9

HSPV-9

ZIOPV-9

YAPV-9

FAILO/CL/R O/C

FIT4561

FIT4560

FI4560

FI4561

FQIR4560

AI

FQIR4561

AI4560 4560

LC4550

DI

LIC4551

AI

LIC4553

AI

LC4552

DI

LAH4552

DI

LAL4550

DI

LAH4550

DI

LAL4552

DI

I I

LSH4550

LSM4550

LSL4550

LIT4551

LE4551

LIT4553

LE4553

LSM4552

LSL4552

LSH4552

GR-2

HS4502

MA4502

O/OFAIL

GR-2

HS4501

MA4501

O/OFAIL

CP4502

MIGR-1

DI

MAGR-1

DI

CP4501

MCP 4500 - PLC PANEL

FIELD

MIGR-2

DI

MAGR-2

DI

O/OFAIL

O/OFAIL

TSH4504P

TSH4503P

TSH4502P

TSH4501P

NO. BY PURPOSE DATE CKDPH IFC 17DE15 KS

II4501

AI

% FLA

IIT4501

MFL

VALVE ACTUATORLOCAL CONTROLS

LS1-P-2

LS1-P-3

LS1-P-4

MQIRGR-2

MQIRGR-1

MQIR4501

3

3

LS1-PV-10

LS1-PV-18

S S SURGE VALVE

LS1-PV-21

LIFT STATION 1 - SEQUENCE OF OPERATION:

A. GENERAL NOTES:

1. ALL STATION CONTROL LOGIC DESCRIBED HEREIN SHALL BE PROVIDED AS PLC AND SCADA PROGRAMMING BY SERPENTIX, EXCEPT

WHERE NOTED AS MANUAL CONTROL ONLY. ANY ADDITIONAL PLC MODULES REQUIRED TO ACCOMMODATE THE

REQUIRED I/O SHALL BE PROVIDED, INSTALLED, AND PROGRAMMED BY SERPENTIX.

2. LIFT STATION 1 CONTAINS FOUR PUMPS CONNECTED TO THE WETWELL. THREE PUMPS ARE REQUIRED TO REACH

PERMITTED LIFT STATION 1 CAPACITY. UNDER NO CIRCUMSTANCES SHALL ALL FOUR PUMPS RUN SIMULTANEOUSLY, AS

THE ELECTRICAL UTILITY SERVICE ONLY HAS THE CAPACITY TO RUN THREE PUMPS (AT FULL SPEED) AND THE OTHER

BUILDING LOADS. PLC PROGRAMMING SHALL CONTAIN INTERLOCKS THAT ALLOW A MAXIMUM OF THREE PUMPS

(LEAD, LAG, AND SECOND LAG) TO RUN AT ONE TIME. THE FOURTH PUMP SERVES A REDUNDANT ROLE.

B. GRINDER OPERATION:

1. THE LIFT STATION CONTAINS TWO GRINDERS, LS1-GR-1 AND LS1-GR-2, WHICH ARE CONTROLLED BY LOCAL CONTROL

PANELS CP-4501 AND CP-4502, RESPECTIVELY. THE GRINDERS ARE 100% REDUNDANT AND ONLY ONE GRINDER SHALL

BE OPERATED AT A TIME. THE OPERATING GRINDER SHALL BE SELECTED AND STARTED MANUALLY AT THE GRINDER

CONTROL PANELS. THE OPERATING GRINDER SHALL BE ALTERNATED WEEKLY.

2. THE PLC MONITORS GRINDER RUNNING STATUS (MI-4501, MI-4502) AND GRINDER FAULT (MA-4501, MA-4502) FROM

THE CONTROL PANELS. THE PLC SHALL CALCULATE AND TOTALIZE RUN TIME OF THE GRINDERS. THE SCADA SYSTEM SHALL HAVE

C. WETWELL INSTRUMENTATION:

1. STATION WETWELLS A AND B ARE CONNECTED BY MANUAL SLIDE GATE LS1-SG-6, WHICH IS OPEN UNDER NORMAL OPERATING

CONDITIONS TO ALLOW EQUALIZATION. THE SLIDE GATE MAY BE CLOSED TO ISOLATE ONE OF THE WETWELLS.

2. EACH WETWELL CONTAINS THREE EXISTING FLOAT SWITCHES INDICATING LOW LEVEL, INTERMEDIATE LEVEL, AND

HIGH LEVEL. THE FLOAT HEIGHTS ARE ADJUSTABLE ON THE MOUTING PIPE, AND ARE UNDERSTOOD TO BE AS

INDICATED BELOW. FLOAT LEVELS ARE FEET ABOVE BOTTOM OF WETWELL.

a. LOW LEVEL FLOAT SWITCH (LSH4550, LSH4552): 4.5 FEET

b. INTERMEDIATE LEVEL FLOAT SWITCH (LSM4550, LSM4552): 6.5 FEET

c. HIGH LEVEL FLOAT SWITCH (LSH4550, LSH4552): 10 FEET (THIS MAY REQUIRE ADJUSTMENT OF THE HIGH LEVEL FLOAT ELEVATION.

3. THE LOW LEVEL FLOAT SWITCH AND THE INTERMEDIATE LEVEL FLOAT SWITCH ARE CONNECTED TO A LATCHING RELAY

IN THE PLC PANEL. THE LOW LEVEL FLOAT ACTIVATES THE RELAY ON FALLING LEVEL AND THE RELAY PROVIDES A LOW

LEVEL CUTOFF SIGNAL TO THE PLC. THE INTERMEDIATE SWITCH PERFORMS LATCHING RELAY RESET ON RISING LEVEL.

4. EACH WETWELL ALSO CONTAINS AN EXISTING RADAR LEVEL TRANSMITTER, LE/LIT-4551 IN WETWELL A AND

LE/LIT-4553 IN WETWELL B.

5. THE PLC MONITORS WETWELL LEVEL SIGNALS LI-4551, LI-4553.

D. OPERATING MODES OF ISOLATION VALVE

1. GENERAL

a. THE COMBINED DISCHARGE HEADER CONTAINS ACTUATED VALVE LS1-PV-9 BETWEEN PUMPS LS1-P-1&2 AND

LS1-P-3&4.

2. NORMAL OPERATION

a. UNDER NORMAL OPERATION, LS-PV-9 IS CLOSED. THIS ALLOWS LS1-P-1 AND LS1-P-2 TO PUMP TO FORCE MAIN

1, AND LS1-P-3 AND LS1-P-4 TO PUMP TO FORCE MAIN 2.

3. MANUAL OPERATION

a. THE VALVE MAY BE MANUALLY OPERATED AT THE VALVE ACTUATOR ITSELF, VIA THE HMI AT THE PLC PANEL,

OR REMOTELY VIA SCADA. SCENARIOS WHERE MANUAL OPERATION MAY BE DESIRABLE INCLUDE: TO ISOLATE ONE

OF THE FORCE MAINS; TO ALLOW THREE PUMPS TO SUPPLY A SINGLE FORCE MAIN; TO ALLOW MAXIMUM PUMPING

CAPACITY (THREE PUMPS THROUGH TWO FORCE MAINS).

4. AUTOMATIC OPEN OPERATION

a. THE ISOLATION VALVE SHALL ALSO HAVE AN AUTOMATIC OPEN FUNCTION. TOGGLE (ON/OFF) OF THE

AUTOMATIC OPEN FUNCTION SHALL BE AVAILABLE TO THE OPERATOR AT THE PLC PANEL HMI AS WELL AS IN SCADA

SCREENS. THE AUTOMATIC OPEN FUNCTION, WHEN ON, SHALL AUTOMATICALLY OPEN THE ISOLATION VALVE WHEN

THREE PUMPS ARE COMMANDED TO RUN BY THE PUMP CONTROL SYSTEM (PLC).

5. PLC VALVE CONTROL

a. THE PLC SHALL CONTROL THE VALVE BY OPEN COMMAND (FCO-PV-9) AND CLOSE COMMAND (FCC-PV-9) TO THE VALVE ACTUATOR.

b. THE PLC SHALL MONITOR THE VALVE ACTUATOR FOR VALVE OPEN (ZSO-PV-9), VALVE CLOSED (ZSC-PV-9), AND ACTUATOR FAIL

(YA-PV-9).

E. DISCHARGE FORCE MAIN OPERATION:

1. THE LIFT STATION HAS TWO DISCHARGE FORCE MAINS, FORCE MAIN 1 AND FORCE MAIN 2. UNDER NORMAL

OPERATIONS, ONE FORCE MAIN IS LEAD AND THE OTHER FORCE MAIN IS LAG. THE LEAD FORCE MAIN IS DETERMINED

BY LEAD PUMP SELECTION.

2. EACH FORCE MAIN CONTAINS A FLOWMETER. FORCE MAIN 1 FLOW IS MONITORED BY FE-4560 AND PLC RECEIVES

SIGNAL FIR-4560 FROM THE FLOWMETER FIT-4560. FORCE MAIN 2 FLOW IS MONITORED BY FE-4561 AND PLC RECEIVES

SIGNAL FIR-4561 FROM THE FLOWMETER FIT-4561. THE PLC SHALL RECORD FLOW THROUGH EACH FORCE MAIN. THE

PLC PANEL HMI SHALL DISPLAY INSTANTANEOUS FLOW THROUGH EACH FORCE MAIN.

3. THE SCADA SYSTEM SHALL SHOW AND RECORD INTANTANEOUS FLOW, TOTAL DAILY FLOW, AND PEAK FLOW

THROUGH EACH FORCE MAIN. THE DAILY FLOW SHALL BE RECORDED AT MIDNIGHT, THEN RESET AND BEGIN

TOTALLING THE NEXT DAY'S FLOW. THE SCADA SYSTEM SHALL PROVIDE TRENDING OF THE VALUES. PEAK FLOW SHALL

BE RESETTABLE BY OPERATOR.

F. OPERATING MODES OF PUMPS 1, 2, 3, & 4:

1. GENERAL:

a. FOUR PUMPS, LS1-P-1, LS1-P-2, LS1-P-3, LS1-P-4 ARE CONTROLLED BY THE PUMP CONTROL LOGIC. THE PUMP

CONTROL LOGIC SHALL BE PLC PROGRAMMING IN THE LIFT STATION PLC.

b. THREE PUMPS ARE REQUIRED TO REACH PERMITTED LIFT STATION 1 CAPACITY. THE FOURTH PUMP SERVES A

REDUNDANT ROLE - SEE PLC PUMP CONTROL. UNDER NO CIRCUMSTANCES SHALL ALL FOUR PUMPS RUN

SIMULTANEOUSLY, AS THE ELECTRICAL UTILITY SERVICE ONLY HAS THE CAPACITY TO RUN THREE PUMPS AND THE

OTHER BUILDING LOADS. SEE PLC PUMP CONTROL BELOW.

c. WHEN TWO PUMPS ARE RUNNING ON THE SAME FORCE MAIN, THE PUMP CONTROL SYSTEM SHALL RUN

THOSE TWO PUMPS AT THE SAME SPEED.

2. NORMAL OPERATION:

a. UNDER NORMAL OPERATING CONDITIONS, BOTH FORCE MAINS WILL BE ACTIVE AND THE ISOLATION VALVE LS1-PV-9

CLOSED. THE OPERATOR WILL SELECT LEAD PUMP, FIRST LAG PUMP AND SECOND LAG PUMP. SELECTION OF THE

LEAD PUMP DICTATES LEAD FORCE MAIN, SUCH THAT PUMPS 1 AND 2 MAKE FORCE MAIN 1 LEAD AND PUMPS 3 AND

4 MAKE FORCE MAIN 2 LEAD. SELECTING THE LAG PUMPS TO OPERATE ON THE LAG FORCE MAIN WILL PROVIDE THE

MOST EFFICIENT LIFT STATION OPERATION. ALL CONFIGURATIONS OF LEAD AND LAG PUMPS SHALL BE AVAILABLE TO

THE OPERATOR. NORMAL OPERATION IS LEVEL CONTROLLED, AS FOLLOWS. THE LEAD, LAG, AND SECOND LAG PUMP

1. 4.0 FEET (LSL-4550, LSL-4552) - THE PLC RECEIVES THE LOW-CUTOFF SIGNAL, ALL PUMPS ARE DE-ENERGIZED, AND A

LOW-LEVEL ALARM IS TRIGGERED IN THE PLC. THE LOW LEVEL ALARM SHALL BE INDICATED ON THE PLC PANEL HMI

AND SCADA.

2.

6.5 FEET (LSM-4550, LSM-4552) - THE LOW-CUTOFF SIGNAL IS NO LONGER PRESENT WHEN THE INTERMEDIATE LEVEL

FLOAT SWITCH DEACTIVES THE LOW CUTOFF RELAY. AT THIS EVENT, THE LEAD PUMP MAY RUN UNDER THE

CONDITIONS DEFINED BELOW.

3.

6 FEET - (LIT-4551, LIT-4553) - THIS IS A SETPOINT THAT SHALL BE OPERATOR ADJUSTABLE AT THE PLC PANEL HMI AND

SCADA, AND INITIALLY SET TO 6 FEET. THIS SETPOINT IS THE TARGET OPERATING HEIGHT FOR THE PUMP CONTROL

SYSTEM AND THE SETPOINT AT WHICH THE LEAD PUMP STARTS. THE PUMP CONTROL SYSTEM SHALL VARY THE PUMP'S

4.

7 FEET (LIT-4551, LIT-4553) - THIS IS A SETPOINT THAT SHALL BE OPERATOR ADJUSTABLE AT THE PLC PANEL HMI AND

SCADA, AND INITIALLY SET TO 7 FEET. AT THIS SETPOINT, THE LEAD PUMP STARTS AT 100%. SUBSEQUENTLY, THE

CONTROL LOOP SHALL MAINTAIN THE LEVEL AT THE TARGET OPERATING HEIGHT. ABOVE 7 FEET, THE LEAD PUMP

SHALL OPERATE AT 100%.

7.


SCADA, AND INITIALLY SET TO 8 FEET. AT THIS SETPOINT, THE FIRST LAG PUMP STARTS. THE PUMP CONTROL SHALL

VARY THE SPEED OF THE LAG PUMP AS NECESSARY. AFTER TWO LAG PUMP STARTS WITHIN A HALF-HOUR, THE

CONTROL SYSTEM WILL ATTEMPT TO USE THE LEAD AND LAG PUMPS AT THE SAME SPEED TO MEET THE DEMAND

FLOW, UNTIL THE DEMAND FLOW IS LESS THAN 90%, OR MORE THAN 110%, OF A SINGLE PUMP'S CAPACITY. THE LAG

PUMP SHALL STOP WHEN THE LEVEL REACHES 6 FEET AND FALLING.

8.


SCADA, AND INITIALLY SET TO 9 FEET. AT THIS SETPOINT, THE SECOND LAG PUMP SHALL START. THE SECOND LAG PUMP

SHALL MATCH THE SPEED AND SHUTOFF POINTS OF THE FIRST LAG PUMP. LOGIC SIMILAR TO THE FIRST LAG PUMP

SHALL BE EMPLOYED WHEN TWO PUMP STARTS OCCUR WITHIN A HALF HOUR.

10 FEET (LSH-4550, LSH-4552) - THE HIGH LEVEL FLOAT WILL ACTIVATE AN ALARM IN THE PLC, WHICH SHALL BE

DISPLAYED ON THE PLC PANEL HMI AND SCADA. THE HIGH LEVEL FLOAT ACTIVATION WILL ALSO TURN ON ONE PUMP

AT 100% SPEED ON EACH FORCE MAIN, UNLESS THREE PUMPS ARE ALREADY RUNNING AT FULL SPEED.

3. MANUAL OPERATION:

a. THE PUMPS SHALL HAVE MANUAL CONTROLS AVAILABLE TO OPERATE THE SYSTEM AS DESCRIBED IN THE

ISOLATION VALVE CONTROLS: TO ISOLATE ONE OF THE FORCE MAINS; TO ALLOW THREE PUMPS TO SUPPLY A SINGLE

FORCE MAIN; TO ALLOW MAXIMUM PUMPING CAPACITY (THREE PUMPS THROUGH TWO FORCE MAINS WITH

ISOLATION VALVE OPEN).

b. MANUAL SPEED AND START/STOP CONTROL OF THE PUMPS SHALL BE AVAILABLE AT THE PLC PANEL HMI, THE

VFC HMI, AND SCADA.

4. ABNORMAL CONDITION OPERATION:

a. SHOULD BOTH LEVEL TRANSMITTERS FAIL OR THEIR SIGNALS BECOME UNRELIABLE, THE PUMP CONTROL

SYSTEM SHALL MAINTAIN THE LAST FLOW MEASURED AT THE FLOWMETERS. THE PLC PANEL HMI AND SCADA

SYSTEMS SHALL DISPLAY AN ALARM INDICATING FAILURE OF THE LEVEL TRANSMITTERS. AS NOTED ABOVE, AT TEN

FEET, THE HIGH LEVEL FLOAT SHALL TRIGGER THE PUMPS SHOULD THEY NOT ALREADY BE RUNNING AND PROVIDE

AN ADDITIONAL ALARM.

5. PLC PUMP MONITORING AND CONTROL AND SCADA PROGRAMMING:

a. PLC PUMP MONITORING SHALL BE BY THE FOLLOWING PLC INPUTS. THESE SHALL BE DISPLAYED AT THE PLC

PANEL HMI AND SCADA.

1. PUMP RUNNING (MI-4501, MI-4502, MI-4503, MI-4504)

2. MOTOR FAIL (MA-4501, MA-4502, MA-4503. MA-4504)

3. VFC FAIL (YA-4501, YA-4502, YA-4503, YA-4504)

4. VFC IN REMOTE (HS-4501, HS-4502, HS-4503, HS-4504)

5. VFC SPEED INDICATION (SI-4501, SI-4502, SI-4503, SI-4504)

b. PLC CONTROL OF THE PUMPS SHALL BE BY THE FOLLOWING PLC OUTPUTS. THESE SHALL BE AVAILABLE FOR

OPERATOR OR AUTOMATIC CONTROL AT THE PLC HMI

1. PUMP START/STOP (MC-4501, MC-4502, MC-4503, MC-4504)

2. SPEED CONTROL (SC-4501, SC-4502, SC-4503, SC-4504)

c. PLC PROGRAMMING SHALL CONTAIN INTERLOCKS THAT ALLOW A MAXIMUM OF THREE PUMPS TO RUN AT

ONE TIME. THE LEAD, LAG, AND SECOND LAG PUMPS SHALL BE THE THREE OPERABLE PUMPS.

IN THE EVENT ONE OF PUMPS FAILS, THE PLC SHALL REMOVE THE FAILED PUMP FROM A DUTY ROLE, AUTOMATICALLY

SWITCH THE FOURTH PUMP INTO THE FAILED PUMP'S ROLE, AND START THE PUMP AT THE SPEED REQUIRED IN THE PUMP

CONTROL ALGORITHM.

d.

PLC PROGRAMMING SHALL TOTALIZE MOTOR RUN TIME BASED ON PUMP RUNNING INPUT. SCADA AND HMI SHALL DISPLAY

TOTAL RUN TIME FOR ALL FOUR.

e.

SHALL BE ROUTED MANUALLY ON A WEEKLY SCHEDULE TO UTILIZE THE PUMPS EQUALLY.A CHANGEOVER TIME SETTING (HOURS), WHICH IS OPERATOR ADJUSTABLE. AN ALARM SHALL BE PROGRAMMED IN SCADA TO

INDICATE WHEN A GRINDER HAS EXCEEDED THE CHANGEOVER SETTING WITHOUT THE OTHER GRINDER HAVING BEEN OPERATED

f. SCADA SCREENS SHALL BE CONFIGURED TO MATCH EXISTING LAYOUT, WITH THE ADDITION OF PUMP 4.

g. THE SCADA PROGRAMMING SHALL HAVE AN OPERATOR ADJUSTABLE CHANGEOVER TIME SETTING (HOURS). AN ALARM

SHALL BE PROGRAMMED IN SCADA TO ALERT THE OPERATOR WHEN THE LEAD PUMP RUN TIME HAVE EXCEEDED THE

CHANGEOVER TIME SETTING.

4.5 FEET (LIT-4551, LIT-4553) - THIS IS A SETPOINT THAT SHALL BE OPERATOR-ADJUSTABLE AT THE PLC PANEL HMI

AND SCADA SCREENS, AND INITIALLY SET TO 4.5 FEET. THE PUMP SHALL BE TURNED OFF WHEN LEVEL FALLS BELOWTHIS SETPOINT.

OR PUMPS' VFC SPEED AS NECESSARY TO MAINTAIN THE TARGET WET WELL LEVEL. THE PUMP CONTROL SYSTEM

SHALL START AND STOP PUMPS AS NECESSARY TO MAINTAIN THE LEVEL. IF REQUIRED FLOW IS NEAR THECAPACITY OF A SINGLE PUMP. THE LEAD AND LAG PUMPS SHALL BE USED AT ALOWER SPEEDS TO MINIMIZECYCLING OF THE LAG PUMP.

5.

6.

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CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NO SCALE

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A. SCHNECKLOTH

K. SPARROW

01

LIFT STATION 1 -SEQUENCE OFOPERATIONS

P603

201524853

201313641


NOTES:

1.

2.

SEE PLC I/O LIST ON SHEET E602.

SEE PLC I/O LIST FOR SCADA GRAPHIC POINTREQUIREMENTS.

UP

M

DN

UP

UP

UP

22"x20" EXH UP EF-4507(E),SEE DETAIL 2 THIS SHEETFOR CONTINUATION

PUMP ROOM

WET WELL

STAIRS

6" DIA EXH UP TO EF-4506 (E), SEE DETAIL 2THIS SHEET FORCONTINUATION

1

1

20"/20"12x12 EXH UP TO EF-4506 AND 6" DIAEXH UP FROM PIT LEVEL, SEE DETAIL3 ON MD102 AND DETAIL 1 THISSHEET FOR CONTINUATION.

16x16 EXH UP TO EF-4505(E), SEE DETAIL 3 DWGMD102 FOR CONTINUATION.

20x20 SA DOWN FROMMAU-4502(E), SEE DETAIL3 ON DWG MD102 FORCONTINUATION.

22x20 EXH UP FROM PITLEVEL TO EF-4507, SEEDETAIL 1 THIS SHEET FORCONTINUATION.

22x20 EXH UP TO EF-4507,SEE DETAIL 3 DWG ONMD102 FOR CONTINUATION.

WET WELL GRATINGCHEMICAL ROOM

STAIRS

MEZZANINE METERS

1

1

1

1

1

2

12x8 EXH UP TO EF-4504(E),SEE DETAIL 3 ON DWG MD102FOR CONTINUATION

1

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CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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B.BIRGE

B.BIRGE

01

HVAC DEMOLITIONFLOOR PLANSSHEET 1 OF 2

MD101

201524853

201313641

1/4" = 1'-0"M301 MD101

PIT LEVEL DEMO PLAN1

N

1/4" = 1'-0"M301 MD101

INTERMEDIATE LEVEL DEMO PLAN2 N

1

KEYED NOTES:

EXHAUST AIR DUCT AND FITTINGSTO BE DEMOLISHED, INCLUDING ALLDAMPERS, FLEXIBLE DUCT ANDGRILLES.

SUPPLY AIR DUCT AND FITTINGS TOBE DEMOLISHED, INCLUDING ALLDAMPERS, FLEXIBLE DUCT ANDGRILLES.

2

NOTES:

CONTRACTOR SHALL REUSE EXISTINGDUCT AND PIPING SUPPORTS ANDHANGERS WHERE POSSIBLE.

BOTH SUPPLY AND EXHAUST SYSTEMSCAN NOT BE OFFLINE AT THE SAME TIME.CONTRACTOR SHALL FIRST REPLACE ALLEXHAUST FANS AND EXHAUSTDUCTWORK. EXHAUST SYSTEMS SHALLBE TESTED AND BALANCED BEFOREDEMO STARTS ON SUPPLY SYSTEMS.

1.

2.


DN

DN

TT

T

12x12 EXH UP FROM INTM LEVEL AND UP TOEF-4506, SEE DETAIL 2 ON DWG MD101 ANDDETAIL 4 ON THIS SHEET FORCONTINUATION

22x20 EXH UP FROM INTM LEVEL AND UPTO EF-4507 (E), SEE DETAIL 2 ON DWGMD101 AND DETAIL 4 ON THIS SHEETFOR CONTINUATION

24x24 SA FROM MAU-4502 (E) DOWN FROMMEZZ LEVEL AND DOWN TO INTM LEVEL, SEEDETAIL 4 ON THIS SHEET AND DETAIL 2 ONDWG MD101 FOR CONTINUATION

16x16 EXH UP FROM INTM LEVEL AND UP TOEF-4505 (E), SEE DETAIL 2 ON DWG MD101AND DETAIL 4 ON THIS SHEET FORCONTINUATION

16x16 SA FROM MAU-4501 (E) DOWN FROMMEZZ LEVEL, SEE DETAIL 4 ON THISSHEET FOR CONTINUATION

CHEMICAL ROOM

STAIRS

MECHANICAL CONTROL ROOM

MECHANICAL ROOM

1

1

1

1

1

2

3

CU-1

14

12x8 EXH UP FROM INTM LEVEL AND UP TOEF-4504 (E), SEE DETAIL 2 ON DWG MD101AND DETAIL 4 ON THIS SHEET FORCONTINUATION

1

16"/12" SA 16"/12" SA

12"/8

"

MAU-2

AHU-1

MAU-1

24"/24" 12"/24" 8"/12"

24"/20" 24"/16"24"/22"24"/24"

10"/1

0"

12"/12"

18"/12"

18"/14"

48"/2

2"

34"/22"

16"/1

6"

22"/2

0"

22"/20"

22"x20" EXH UP TO EF-4507(E), SEE DETAIL 5 ON THISSHEET FOR CONTINUATION

12"x8" EXH UP FROM GNDLEVEL TO EF-4504 (E), SEEDETAIL 3 ON THIS SHEETFOR CONTINUATION

12"x12" EXH UP TO EF-4504(E), SEE DETAIL 6 ON THISSHEET FORCONTINUATION

34"/3

4"

12"x12" UP TO EF-4506 (E),SEE DETAIL 5 ON THISSHEET FOR CONTINUATION



10"/10"

10"x10" SA FROM MAU-4502 (E)DOWN TO GND LEVEL, SEEDETAIL 3 ON THIS SHEET FORCONTINUATION

18x20 SA FROM MAU-4502 (E) DOWN TOGND LEVEL, SEE DETAIL 3 ON THISSHEET FOR CONTINUATION

16x16 SA DOWN TO GND LEVELFROM MAU-4501 (E), SEE THISSHEET FOR CONTINUATION.

12x12 EXH UP TO EF-4508 (E),SEE DETAIL 5 ON THIS SHEETFOR CONTINUATION.

22"x22" OA DOWN FROM IH-4501 (E), SEE DETAIL 6 ON THISSHEET FOR CONTINUATION

1

1

1

8

1

1

1

1

8

1

8

1

1

8

6

7

79

10

11

2" G (E)

1 1/2" GWH(E)

12

13 14

UH(E)

SF

L (E)15

18"/18"

8"/8"

6M301

EF4501(E)

EF4502(E)

EF4503(E)

EF-4504

EF-4508

EF-4505

EF-4506

EF-4507

22"x20" EXH UP FROM MEZZLEVEL, SEE DETAIL 4 ONTHIS SHEET FORCONTINUATION

10"x10" EXH UP FROMMEZZ LEVEL, SEE DETAIL4 ON THIS SHEET FORCONTINUATION

12"x12" EXH UP FROMMEZZ LEVEL, SEE DETAIL4 ON THIS SHEET FORCONTINUATION

16x16 EXH UP FROM MEZZ LEVEL, SEE DETAIL4 ON THIS SHEET FOR CONTINUATION

10x10 EXH UP FROM MEZZLEVEL, SEE DETAIL 4 ON THISSHEET FOR CONTINUATION

22"x22" OA DOWN TO MEZZLEVEL, SEE DETAIL 4 ON THISSHEET FOR CONTINUATION

EXISTING SMOKEEVALUATION FAN TOREMAIN (TYP OF 3)

4

4

4

4

4

IH-4501(E) 5

6M301

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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17 DECEMBER 2015

B.BIRGE

B.BIRGE

01

HVAC DEMOLITIONFLOOR PLANSSHEET 2 OF 2

MD102

201524853

201313641

1/4" = 1'-0"M301 MD102

GROUND LEVEL MECHANICAL PLAN3

N

1/4" = 1'-0"M301 MD102

MEZZANINE LEVEL MECHANICAL PLAN4

N

1/4" = 1'-0"M301 MD102

ROOF LEVEL DEMO PLAN5

N

1

KEYED NOTES:

EXHAUST AIR DUCT AND FITTINGS TOBE DEMOLISHED, INCLUDING ALLDAMPERS, FLEXIBLE DUCT ANDGRILLES.

THERMOSTAT TO AHU-1 TO BEDEMOLISHED.

THERMOSTAT TO MAU-2 TO BEDEMOLISHED.

HVAC EQUIPMENT TO BE DEMOLISHED.CONTRACTOR IS ALLOWED TO REUSEEXISTING ROOF CURB IF NEWEQUIPMENT FITS ON SAME SIZE ROOFCURB.

IH-4501 TO REMAIN.

AHU-1 TO BE DEMOLISHED, INCLUDINGEQUIPMENT HANGARS.

MAU TO BE DEMOLISHED, EQUIPMENTPAD TO REMAIN.

SUPPLY AIR DUCT AND FITTINGS TO BEDEMOLISHED, INCLUDING ALLDAMPERS, FLEXIBLE DUCT ANDGRILLES.

THERMOSTAT TO MAU-1 TO BEDEMOLISHED.

18x14 EXH UP FROM GND LEVEL TO EF-4505 (E), SEE DETAIL 3 ON THIS SHEETFOR CONTINUATION.

18x18 EXH UP TO EF-4505 (E), SEEDETAIL 5 ON THIS SHEET FORCONTINUATION.

EXISTING WATER HEATER,COMPONENTS AND WATER PIPING TOREMAIN.

EXISTING CONDENSATE DRAINAGEPIPING FROM AHU-1 TO REMAIN ANDREUSED WITH NEW UNIT.

CONTRACTOR SHALL DEMOLISHREFRIGERANT LINES BETWEEN AHU-1AND CU-1).

CONTRACTOR SHALL DEMOLISHEXISTING SUPPLY FAN, DUCTWORKAND DAMPER UP TO LOUVER. PROVIDEMINIMUM 22 GAUGE GALVANIZEDSHEET METAL ON INSIDE FACE OFLOUVER. SEAL WEATHER TIGHT.

2

3

4

5

6

NOTES:

CONTRACTOR SHALL REUSE EXISTINGDUCT AND PIPING SUPPORTS ANDHANGERS WHERE POSSIBLE.

BOTH SUPPLY AND EXHAUST SYSTEMSCAN NOT BE OFFLINE AT THE SAME TIME.CONTRACTOR SHALL FIRST REPLACE ALLEXHAUST FANS AND EXHAUSTDUCTWORK. EXHAUST SYSTEMS SHALLBE TESTED AND BALANCED BEFOREDEMO STARTS ON SUPPLY SYSTEMS.

1.

2.

7

8

9

10

11

12

13

14

15


CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITHTHE WORK OF ALL OTHER TRADES, MAKING ANY NECESSARYMODIFICATIONS TO THE WORK AT NO ADDITIONAL COST.

DRAIN POINT WITH DIRT LEG SHALL BE PROVIDED AT THE BOTTOM OFALL VERTICAL RISERS.

ALL CONDENSATE DRAIN PIPE FINAL CONNECTION POINTS HAVE TO BETERMINATED AT DRAIN POINTS AS SHOWN ON DWGS. DRAIN POINTSSHALL BE PROVIDED BY PLUMBING CONTRACTOR.

VOLUME CONTROL DAMPERS SHALL BE PROVIDED IN EVERY BRANCHDUCT FROM INDIVIDUAL MAIN / BRANCH DUCTS WHETHER SHOWN ONDRAWING OR NOT. VOLUME CONTROL DAMPERS SHALL BE PROVIDED INEVERY BRANCH DUCT / MAIN DUCT CONNECTING EVERY INDIVIDUALSUPPLY AIR OUTLETS AND RETURN / EXHAUST INLETS.

VOLUME CONTROL DAMPERS SHALL BE INSTALLED IN ALL SUPPLY,RETURN, EXHAUST AIR OUTLETS / INLETS WHETHER SHOWN ONDRAWINGS OR NOT. ALL SUPPLY / RETURN / EXHAUST OUTLETS /INLETS SHOWN ON DRAWING AS GRILLES / LINEAR BAR GRILLES ETC.SHALL ALSO BE TREATED AS REGISTERS.

PROVIDE FIRE DAMPERS AS PER REQUIREMENTS OF NFPA / LOCAL FIREBRIGADE DEPARTMENT WHETHER SHOWN ON DESIGN DRAWINGS ORNOT. CONTRACTOR SHALL SUBMIT ARCHITECTURAL FIRE ZONESDRAWING INDICATING ALL DUCT PENETRATING THE FIRE WALLS ANDALSO INDICATE ALL FIRE DAMPERS & OBTAIN LOCAL CIVIL DEFENSEAPPROVAL. THE DAMPERS, ITS ACTUATORS AND ALL OTHERACCESSORIES SHALL BE ACCESSIBLE FOR INSPECTION TESTING ANDSERVICE.

ALL AIR HANDLING UNITS SHALL BE PLACED ON CONCRETE HOUSEKEEPING PAD 6 INCHES HIGH, EXTENDING 4 INCHES BEYOND UNIT.REFER TO STANDARD DETAILS.

FINAL LOCATION OF ALL THERMOSTATS ARE TO BE COORDINATED ATSITE AS DIRECTED BY THE SITE ENGINEER. THERMOSTATS TO BELOCATED NEAR RETURN AIR @ 48" FROM FINISH FLOOR LEVEL.

THERMOSTAT SHALL BE PROVIDED FOR EACH AIR CONDITIONING UNITWHETHER SHOWN ON THE DRAWING OR NOT.

REMOTE FAN START / STOP SWITCH SHALL BE PROVIDED IN AREASERVED, OR AT ENTRANCE DOOR (AS PER SITE ENGR.) FOR ALL FANS.

CONTRACTOR IS RESPONSIBLE FOR ACHIEVING THE SPECIFIED NOISELEVELS IN VARIOUS AREAS. CONTRACTOR SHALL INCLUDE ACOUSTICINSULATION, LOW NOISE FANS, ETC. TO ACHIEVE THE SAME.

CONTRACTOR SHALL PROVIDE (AT NO EXTRA COST) ALL NECESSARYRISES, DROPS, AND OFFSETS IN DUCTWORK TO SATISFY FIELDCONDITIONS.

ALL DUCT TURNS, ELBOWS, ETC. SHALL BE INSTALLED WITH TURNINGVANES OR MINIMUM 1-1/2 RADIOS ELBOWS.

ALL FINAL DIFFUSER BALANCING SHALL BE ACCOMPLISHED WITHMANUAL DAMPERS AT THE SPIN COLLARS. DAMPERS AT THE DIFFUSERSSHOULD BE USED FOR AIR DIRECTION CONTROL ONLY.

ALL DUCT, CONDUIT AND OTHER PENETRATIONS OF PARTITIONS ANDFLOOR/CEILING SLABS SHALL BE SEALED AIR TIGHT WITH ACOUSTICSEALANT/FIRE RATED COMPOUND.

DUCTWORK ASPECT RATIOS, TAPERS AND BRANCHES SHALL BEDESIGNED TO AVOID TURBULENT AIR FLOW AND SELF GENERATEDNOISE.

ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL OF GAUGES ANDCONSTRUCTION IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCTMANUAL AND ASHARE RECOMMENDATIONS.

DUCT DIMENSIONS INDICATED REFER TO INSIDE CLEAR DIMENSIONS.

THE DUCT SYSTEM SIZING HAS BEEN DONE BY EQUAL FRICTION DROPMETHOD AND HAS BEEN USED TO SELECT AND SIZE THE AIR MOVINGAND DISTRIBUTION SYSTEM. CHANGES TO THE LAYOUT ORCONFIGURATION OF THE DUCT SYSTEM MUST BE SPECIFICALLYAPPROVED IN WRITING BY THE OWNER'S ENGINEERINGREPRESENTATIVE. ACCOMPANY REQUESTS FOR LAYOUTMODIFICATIONS WITH EQUAL FRICTION DROP CALCULATIONS SHOWINGTHAT THE PROPOSED LAYOUT WILL PROVIDE THE ORIGINAL DESIGNRESULTS WITHOUT INCREASING THE SYSTEM TOTAL PRESSURE.

CONTRACTOR SHALL ROUTE PIPES AND DUCTWORK AS HIGH ASPOSSIBLE, UNLESS OTHERWISE NOTED.

REFER TO STRUCTURAL, ELECTRICAL AND PLUMBING DRAWINGS TOCOORDINATE MECHANICAL WORK WITH OTHER TRADES AS REQUIRED.

GENERAL NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

View Scale

View Name

R101

1

A101

88.8

FINISH FLOOR LEVEL 101.00

STRUCTURAL SLAB LEVEL 100.50

EXISTING FINISH FLOOR LEVEL 101.00

N

NORTH ARROW

SINGLE COLUMN REFERENCE

SECTION CUT

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION

DRAWING TITLE

INTERIOR ELEVATION MARKER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER (TYP.)SHEET NUMBER

REFERRING SHEET NUMBER

88A101

DETAIL MARKER

DETAIL NUMBER

SHEET NUMBER

BUILDING SECTION MARKER

DETAIL NUMBERSHEET NUMBER

SECTION VERTICAL CONTROL - NEW

SECTION VERTICAL CONTROL - EXISTING

SECTION VERTICAL CONTROL - STRUCTURAL SLAB

PLAN VERTICAL CONTROL - NEW101.50

101.50 PLAN VERTICAL CONTROL - EXISTING

88 REVISION TAG

MATCHLINE SEE: 1 / A101 MATCHLINE INDICATOR

DETAIL NUMBER

SHEET NUMBER

CONNECT TO EXISTING

ITEMS TO BE DEMOLISHED/REMOVED

A101

DET

DET

DET DET

DET

DET

DET

DET

HVAC SYMBOLS

AIR DISTRIBUTION DEVICE IDENTIFICATION

THERMOSTAT

SQUARE OR RECTANGULAR TOROUND TRANSITION

T

FLEXIBLE DUCT CONNECTION

RECTANGULAR ELBOW W/ TURNING VANES(INDICATES TURNING VANES)TEE W/TURNING VANES

COOLING COIL

HEATING COIL

BALANCING DAMPER

CC

H C

MOTORIZED CONTROL DAMPER

CFM

THROW-(H) HORIZ., (V) VERT.

SPEC. TYPE

APPLICATION

NECK SIZE

50- 8x4SA-B-10(H)

SUPPLY, MAKEUP, OROUTSIDE AIR DUCT SECTION

EXHAUST AIR DUCTSECTION

SQUARE OR RECTANGULARDIFFUSER

BALL VALVE

FUNNEL

T TEMPERATURE GAUGE

CONTROL VALVE

PRESSURE GAUGE

STRAINER

CHECK VALVE

GATE VALVE

PIPE CAP

REDUCERMD

EXHAUST GRILLE

SUPPLY GRILLE

AVERAGE TEMPERATURE ELEMENT

ELECTRICAL INTERLOCK WIRING

INTERLOCK

MAGNETIC MOTOR STARTER

CONTROL LINE TYPE -

I

VARIABLE FREQUENCY DRIVE

SOLENOIDS

VFC

INSTRUMENTATION AND CONTROL SYMBOLS

FAN, CENTRIFUGAL

DISCRETE INSTRUMENT

DISCRETE INSTRUMENT

COMPUTER OR MICROPROCESSOR

MOUNTED IN SAME CASE2 0R MORE INSTRUMENTS

SOFTWARE COMPUTERFUNCTION

INTERFACE POINT

LOCAL MOUNTED

PANEL MOUNTED

UNIQUE IDENTIFICATIONARE THE INSTRUMENT'SSECOND TWO DIGITS

NUMBER.

NON-MECHANICAL ROOM

WITH WHICH INSTRUMENT

IDENTIFICATIONNUMBER:

INDICATE THE

INSTRUMENTATION.

20XX AND ABOVE ARE

IS ASSOCIATED.

MECHANICAL ROOM

01XX THRU 10XXFIRST TWO DIGITS,

INSTRUMENT/MEASURING DEVICE

IDENTIFICATIONDEVICE TYPE

PRESSURE DIFFERENTIALDP

X

D

DIRECT EXPANSION COOLING COIL

FILTER

INSTRUMENTATION AND CONTROLSYMBOLS (CONTINUED)

0728

C

H

GAS FIRED HEAT EXCHANGER

MOTOR OPERATORM

DUCT SMOKE DETECTORP

AIR COOLED CONDESING UNIT

DAMPER

MOTOR

COND

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

12" = 1'-0"

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17 DECEMBER 2015

B. BIRGE

B. BIRGE

01

MECHANICALLEGEND AND

ABBREVIATIONS

M001

201524853

201313641

KW KILOWATT

LB POUNDLRA LOCKED ROTOR AMPERESLVG LEAVING

MA MAKEUP AIRMAX MAXIMUMMCC MOTOR CONTROL CENTER

MD MOTORIZED CONTROL DAMPERMECH MECHANICALMEZZ MEZZANINE

MIN MINIMUMMISC MISCELLANEOUSMTD MOUNTEDMTG MOUNTINGMVD MANUALLY OPERATED VOLUME DAMPER

NC NORMALLY CLOSEDNO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

PD PRESSURE DROPPOC POINT OF CONNECTIONPOD POINT OF DISCONNECTIONPOS POSITIVE

PRESS PRESSUREPSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTEPSIG POUNDS PER SQUARE INCH GAUGE

RA RETURN AIRREF REFERENCE

REQD REQUIREDRET RETURNRH RIGHT HAND

RLA RATED LOAD AMPSRM ROOM

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIRSCHR SECONDARY CHILLED WATER RETURNSCHS SECONDARY CHILLED WATER SUPPLYSECT SECTION

SHT SHEETSMS SHEET METAL SCREWSOV SHUT OFF VALVE

SP STATIC PRESSURESPECS SPECIFICATIONS

SQ SQUARESS STAINLESS STEEL

STD STANDARDSTRUCT STRUCTURAL

SW SWITCH

TEFC TOTALLY ENCLOSED FAN COOLEDTEMP TEMPERATURE

TOS TOP OF STEELTYP TYPICAL

UON UNLESS OTHERWISE NOTEDUTR UP THRU ROOF

V VENTVERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

W/ WITHWB WET BULB

WMS WIRE MESH SCREENWT WEIGHT

AAV AUTOMATIC AIR VENTABV ABOVE

AC AIR CONDITIONINGAFF ABOVE FINISHED FLOOR

APPROX APPROXIMATEARCH ARCHITECTURAL

AS AIR SEPARATORAUTO AUTOMATIC

BD BALANCING DAMPERBEL BELOWBFV BUTTERFLY VALVEBHP BRAKE HORSEPOWER

BLDG BUILDINGBOP BOTTOM OF PIPE

BTUH BRITISH THERMAL UNITS PER HOUR

CFM CUBIC FEET PER MINUTECHP CHILLED WATER PIPE

CONC CONCRETECONN CONNECTIONCONT CONTINUATIONCWP CONDENSER WATER PUMPCWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLY

DB DRY BULBDDG DIRECT DIGITAL CONTROLDET DETAIL

DIA, Ø DIAMETERDN DOWN

DTR DOWN THRU ROOFDWG DRAWING

EA EACH, EXISTING AIREF EXHAUST FANEL ELEVATION

ELEC ELECTRICALENT ENTERING

EQUIP EQUIPMENTET EXPANSION TANK

EXH EXHAUST AIREXIST, (E) EXISTING

FD FIRE DAMPERFIN FINISHED

FLEX FLEXIBLEFLR FLOORFPM FEET PER MINUTE

FS FLOOR SINKFSD FIRE SMOKE DAMPER

FT FLOOR, FEETFV FACE VELOCITY°F DEGREES FAHRENHEIT

GA GAUGEGAL GALLON

GALV GALVANIZEDGND GROUNDGPM GALLONS PER MINUTE

HGT HEIGHTHORIZ HORIZONTAL

HP HORSEPOWERHR HOUR

HVAC HEATING, VENTILATING AND AIRCONDITIONING

HWP HEATING HOT WATER PUMPHZ HERTZ

ID INSIDE DIAMETERIN INCH, INCHES

IN WG INCHES WATER GAUGEINTM INTERMEDIATE

MECHANICAL ABBREVIATIONSMECHANICAL SYBMOLS


DEVICE TYPE IDENTIFIER

AO-P ANALOG OUTPUT TO PNEUMATIC TRANDUCTERAO ANALOG OUTPUTAY ANALYSIS EVENTAI ANALOG INPUT

DI DIGITAL INPUTDO DIGITAL OUTPUT

FE FLOW ELEMENTFIC FLOW INDICATING CONTROLLERFOI FLOW XXX

FAC FLOX XXXXFAL FLOW ALARM LOWFQI FLOW QUANTITY INDICATORFT FLOW TRANSMITTER

HS HAND SWITCHHT HUMIDITY TRANSMITTER

IAQT INDOOR AIR QUALITY TRANSMITTER

PAL PRESSURE ALARM LOWPDI PRESSURE DIFFERENTIAL INDICATOR

PDIC PRESSURE DIFFERENTIAL INDICATINGCONTROLLER

PDT PRESSURE DIFFERENTIAL TRANSMITTERPDAH PRESSURE DIFFERENTIAL ALARM HIGH

PDS PRESSURE DIFFERENTIAL SWITCHPAH PRESSURE ALARM HIGH

PI PRESSURE INDICATORPIC PRESSURE INDICATING CONTROLLERPS PRESSURE SWITCHPT PRESSURE TRANSMITTER

TAH TEMPERATURE ALARM HIGHTAL TEMPERATURE ALARM LOW

TE TEMPERATURE ELEMENTTI TEMPERATURE INDICATOR

TIC TEMPERATURE INDICATING CONTROLLERTS TEMPERATURE SWITCHTT TEMPERATURE TRANSMITTER

Y EVENTYA EVENT ALARMYI EVENT INDICATION

ZS POSITION SWITCHZSC POSITION SWITCH CLOSEDZSO POSITION SWITCH OPEN

UP

M M M M

M

DN

UP

UP

UP

6" DIA EXHAUST UP TOEF-4506, SEE DETAIL 2,THIS SHEET FORCONTINUATION

PUMP ROOM

WET WELL

STAIRS

22x20 EXHAUST UP TOEF-4507, SEE DETAIL 2,THIS SHEET FORCONTINUATION

2M301

1M301

5M301

2

2

20"/18" MA

16"x16" EXHAUST UP TO EF-4505,SEE DETAIL 3 ON DWG M102FOR CONTINUATION

20"x18" SUPPLY DOWNFROM MAU-4502, SEEDETAIL 3 ON DWG M102FOR CONTINUATION

22"x20" EXHAUST UP FROMPIT LEVEL TO EF-4507, SEEDETAIL 1, THIS SHEET FORCONTINUATION

22"x20" EXHAUST UP TO EF-4507,SEE DETAIL 3 ON DWG M102 FORCONTINUATION

12"x8" EXHAUST UP TO EF-4504, SEE DETAIL 3 ON DWGM102 FOR CONTINUATION

12"x12" EXHAUST UP TO EF-4506, SEE DETAIL 3 ON DWGM102 FOR CONTINUATION

6" DIA EXHAUST UP FROM PITLEVEL TO EF-4506, SEEDETAIL 1, THIS SHEET FORCONTINUATION

WET WELL GRATING

CHEMICAL ROOM

STAIRS

MEZZANINE METERS

2M301

320 - 10"/10"SG-2 - 18(H)

1M301

1

510 - 12"/12"SG-1 - 13(H)(TYPE OF 5)

5M301

180 - 8"/6"EG-1(TYP OF 2)

695 - 12"/12"EG-1(TYP OF 2)

3

OPEN TOSPACE BELOW

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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B. BIRGE

B.BIRGE

01

HVAC FLOORPLANS SHT 1 OF 2

M101

201524853

201313641

1/4" = 1'-0"M301 M101

PIT LEVEL MECHANICAL PLAN1

1/4" = 1'-0"M301 M101

INTERMEDIATE LEVEL MECHANICAL PLAN2

1

KEYED NOTES:

CONTRACTOR SHALL LOCATECENTER OF LOWER GRILLE AT 8" AFFAND CENTER OF UPPER AT 8'-0" AFF.

CONTRACTOR SHALL PROVIDEBIRDSCREEN ON BOTTOM OFDUCTWORK.

CONTRACTOR SHALL PROVIDE A FIREDAMPER AT WALL PENETRATION,REFER TO M5.01 DETAIL 10.

3

2


DN

DN

T

T

T

22"/22"

12"x10" SUPPLY DOWNFROM MAU-4502, SEEDETAIL 4 ON THIS SHEETFOR CONTINUATION

22"x20" UP FROM SPACEBELOW AND UP TO SPACEABOVE, SEE DWG M101AND THIS SHEET FORCONTINUATION

18"x20" SUPPLY FROM MAU-4502DOWN TO INTERMEDIATE LEVELAND FROM MEZZANINE LEVEL,SEE DETAIL 2 DWG M101 ANDDETAIL 4 ON THIS SHEET FORCONTINUATION.

16"x16" EXHAUST UP TO EF-4508FROM INTERMEDIATE LEVEL AND UPTO MEZZANINE LEVEL, SEE DETAIL 2ON DWG M101 AND DETAIL 4, THISSHEET FOR CONTINUATION

12"x12" EXHAUST UP TO EF-4506FROM INTERMEDIATE LEVEL ANDUP TO MEZZANINE LEVEL, SEEDETAIL 2 ON M101 AND DETAIL 4THIS SHEET FOR CONTINUATION

10"/10" MA12"/12" MA12"x8" EXHAUST UP TO EF-4504 FROM INTERMEDIATELEVEL AND UP TOMEZZANINE LEVEL, SEEDETAIL 2 ON DWG M101 ANDDETAIL 4, THIS SHEET FORCONTINUATION

TO AHU-4501

CHEMICAL ROOM

STAIRS


MECHANICAL ROOM

2M301

4M301

430 - 12"/10"SG-2 - 21(H)

1M301

GAS METER (E)

2" NG

5M301

MAU-4501BMAU-4501A

CU-4501

8 8

10

9

9EQUIPMENTCLEARANCEAREA (TYPICAL)

113/4" RL

1" RS

14

15

22"/22"

22"/2

2" M

A

MD MD

MD (E) MD (E)

TO MAU-4502

6M301

330 - 10"/10"EG-1

230 - 8"/8"SG-1 - 8(H)(TYP OF 4)

30"/26" MA18"/18" MA

48"/2

2" M

A

18"/2

0" M

A

12"x10" SUPPLY FROM MAU-4502 DOWN TO GROUNDLEVEL, SEE DETAIL 3 ON THISSHEET FOR CONTINUATION 22"x20" EXHAUST UP TO EF-4507

FROM GROUND LEVEL, SEEDETAIL 3 ON THIS SHEET FORCONTINUATION

18"x20" SUPPLY FROM MAU-4502DOWN TO GROUND LEVEL, SEEDETAIL 3 ON THIS SHEET FORCONTINUATION

12"x12" UP FROMSPACE BELOW, SEETHIS SHEET FORCONTINUATION

12"x12" EXHAUST UP TOEF-4506, SEE DETAIL 5ON THIS SHEET FORCONTINUATION

12"x12" EXHAUST UP TOEF-4504, SEE DETAIL 5ON THIS SHEET FORCONTINUATION

20"/18" MA

12"x10" UP FROMSPACE BELOW, SEETHIS SHEET FORCONTINUATION

14"/16" EA

16"/16" EAMECHANICAL ROOM


22"x20" EXHAUST UP TOEF-4507, SEE DETAIL 5THIS SHEET FORCONTINUATION

2M301

4M301

3M301

MAU-4502

500 - 12"/10"SG-3 - 29(H)(TYP OF 8)

24"/22" SA 18"/18" SA

1

12"/8

" EA

1M301

2

5M301

3

4

5

6

AHU-4501

340 - 10"/10"SG-1 - 10(H)

12"/1

2" M

A

2" G (E)

1 1/

2" N

G WH(E)

3/4" RL

1" RS12

13

16

22"/2

0" E

A

10"/10" MA

17

18

UH(E)

L (E)TO

MAU-4501A&B

19

13

12"/1

0" M

A

20

545 - 12"/12"SG-1 - 14(H)(TYP OF 4)

6M301

26x26 OA UP TO IH-4501,SEE DETAIL 5 ON THISSHEET FOR CONTINUATION

BOD 12'-9" AFF

BOD 8'-8" AFF

365 - 12"/10"SG-1 - 10(H)(TYP OF 2)

EF-4504

EF-4508

EF-4505

EF-4506

EF-4507

EF4501(E)

EF4502(E)

EF4503(E)

2M301

1M301

IH-4501(E)

ROOF HATCH (E)

7

7

6M301

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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B.BIRGE

B.BIRGE

01

HVAC FLOORPLANS SHT 2 OF 2

M102

201524853

201313641

1/4" = 1'-0"M301 M102

GROUND LEVEL MECHANICAL PLAN3

N

1/4" = 1'-0"M301 M102

MEZZANINE LEVEL MECHANICAL PLAN4

1/4" = 1'-0"M301 M102

ROOF LEVEL MECHANICAL PLAN5

N

N

1

KEYED NOTES:

SUPPLY GRILLES SHALL BE MOUNTEDON BOTTOM OF DUCTWORK.

16"x16" EXHAUST UP TO EF-4505, SEEDETAIL 5 ON THIS SHEET FORCONTINUATION.

48"x22" SUPPLY FROM MAU-4501A & BUP FROM GROUND LEVEL, SEEDETAIL 3 ON THIS SHEET FORCONTINUATION.

16"x16" SUPPLY FROM MAU-4501A & BDOWN TO GROUND LEVEL, SEEDETAIL 3 ON THIS SHEET OFCONTINUATION.

16"x16" EXHAUST UP TO EF-4508FROM GROUND LEVEL, SEE DETAIL 3ON THIS SHEET FOR CONTINUATION

CONTRACTOR SHALL PROVIDEBIRDSCREEN ON BOTTOM OFDUCTWORK.

HAND RAIL, REFER TO DETAIL 12 ONDWG S5.00 FOR DETAILS.

CONTRACTOR SHALL MOUNT UNIT ON6" HOUSE KEEPING PAD.

EXISTING 6" BOLLARD

NEW 6" BOLLARD (TYP), REFER TODETAIL 12 ON DWG M6.01 FORDETAILS.

RS AND RL PIPES UP TO AHU-4501,SEE THIS SHEET FOR CONTINUATION.

RS AND RL PIPES DOWN TO GROUNDLEVEL, SEE THIS SHEET FORCONTINUATION TO ACCU-4501.

CONTRACTOR SHALL PROVIDE A FIREDAMPER AT FLOOR PENETRATION,SEE DWG M6.01 FOR DETAILS.CONTRACTOR SHALL PROVIDEACCESS DOOR UPSTREAM OF THEFIRE DAMPER

20"x18" SUPPLY FROM MAU-4501A & BDOWN FROM MEZZANINE LEVEL, SEEDETAIL 4 ON THIS SHEET FORCONTINUATION

48"x22" SUPPLY FROM MAU-4501A & BUP TO MEXXANINE LEVEL, SEE DETAIL4 ON THIS SHEET FORCONTINUATION.

14"x16" EXHAUST UP TO EF-4508, SEEDETAIL 5 ON THIS SHEET FORCONTINUATION

CONTRACTOR SHALL CONNECTCONDENSATE DRAIN FROM NEW UNITTO EXISTING CONDENSATE DRAINAGEPIPING.

NEW PIPE CAP, SEAL AIR TIGHT.

PROVIDE MINIMUM 22 GAUGEGALVANIZED SHEET METAL ON INSIDEFACE OF LOUVER. SEAL WEATHERTIGHT.

RETURN AIR SIDE OF AHU IS OPEN TOTHE SPACE WITH NO GRILLE ORDUCT CONNECTED.

2

3

4

5

6

NOTES:

1. CONTRACTOR UTILIZE THE EXISTINGDUCT OPENINGS FOR NEW DUCTROUTING. NEW WALL AND FLOORPENETRATIONS ARE NOT REQUIRED.

7

8

10

9

11

12

13

14

15

16

17

18

19

20



Ground Level 5303.00'

Top of Conc. Slab - Mezz Level 5307.00'

Mech Mezz Level 5311.00'

Top of Masonry 5323.67'


Pit Level 5279.14'

Roof 5321.00'

EF-4506

12"/1

2" E

A6"

ø12

"/12"

EA

1

330 - 10"/10"EG-1

6"ø

EA

8'-8

"



Roof 5321.00'

26"/30" MA

10"/12" MA

18"/18" MA

EF4503(E)

EF4502(E)

EF4501(E)

26"/30" FROMMAU-4502

545 - 12"/12"SG-1 - 14(H)(TYP OF 4)

13'-1

1"

8'-7

"

EF-4506



Pit Level 5279.14'

Roof 5321.00'

EF-4507

20"/22" EA

22"/2

0" E

A

22"/2

0" E

A

2

14'-5

"

DUCT SHALL BE ROUTED THROUGHEXISTING PENETRATION



Roof 5321.00'

22"/4

8" M

A

12"/12" MA

22"/22" FROMMAU-4501B

3

1" NG

12"/12" MA

NEWBOLLARD

8'-2

"


Top of Conc. Slab - Mezz Level 5307.00'


Pit Level 5279.14'

Roof 5321.00'

16"/1

6" M

A

12"/12" MA

10"/10" MA

48"/22"

18"/20" MA

12"/12" MA

230 - 8"/8"SG-1 - 8(H)

230 - 8"/8"SG-1 - 8(H)

7'-1

1"

9'-8

"

TOP OF GRATE



Roof 5321.00'

EF-4504

IH-4501(E)

MAU-4502

54"/12" OA

26"/26" OA12"/12" EA

1 1/2" NG

7'-1

"

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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B.BIRGE

B.BIRGE

01

HVAC BUILDINGSECTIONS

M301

201524853

201313641

1/4" = 1'-0"M101 M301

SECTION 11

1

KEYED NOTES:

CONTRACTOR SHALL PROVIDEBIRDSCREEN ON BOTTOM OFDUCTWORK. BALANCE TO 100 CFM.

CONTRACTOR SHALL PROVIDEBIRDSCREEN ON BOTTOM OFDUCTWORK. BALANCE TO 2,300 CFM.

CONTRACTOR SHALL ROUTE NEW48"/22" THROUGH EXISTING LOUVEROPENING. AFTER DUCT IS INSTALLED,CONTRACTOR SHALL SEAL OPENINGWEATHER TIGHT.

1/4" = 1'-0"M102 M301

SECTION 33

1/4" = 1'-0"M101 M301

SECTION 22

2

1/4" = 1'-0"M102 M301

SECTION 44

3

1/4" = 1'-0"E101 M301

SECTION 55


1/4" = 1'-0"M102 M301

SECTION 66

SS

AIR COOLEDCONDENSING

UNIT

CHARGING VALVE

LIQUID PIPING

SUCTION PIPING

FILTER-DRIER

SIGHT GLASS

SOLENOID VALVE

HOT GAS BYPASSREGULATOR AND PIPING

WHERE SPECIFIED

ISOLATION VALVE (TYP)

EQUALIZATION LINE

EXPANSION VALVETHERMOSTATIC

PROVIDE OIL TRAP

INSTALL SENSING BULB 45°ABOVE BOTTOM OF PIPING,

AS CLOSE TO COIL ASPOSSIBLE

CONDENSATE DRAINTO INDIRECT WASTEOR FLOOR DRAIN

COILEVAPORATOR

TABS BY DUCT SUPPLIER

CL 1/2" DIA A307 BOLTSPLATE 1/4x3x1'-0"(TYP EA SIDE)

3/16 NS & FS

CL 3/4"HIT-TZ W/ HY150 ADHESIVE

CONCRETE PAD

NON SHRINK GROUT

CL 3/4" HIT-TZ W/HY 150 ADHESIVE

CONCRETE PAD

PLATE

DUCT, SEE PLANS FOR SIZES

A SECTION

A

+/- 1

"

~1 1/2"

RECTANGULAR SUPPLY DUCT,SEE PLANS FOR SIZE.

OPPOSED BLADE DAMPER

DOUBLE DEFLECTION SIDEWALL DIFFUSER SEE PLANSFOR SIZE

1/4"

INSU

LATE

D P

IPE

NO

N IN

SULA

TED

PIP

E

INSULATION

SEALANT

PIPE SLEEVE

BACKUP MATERIAL

CENTER OF PIPE

3/8"

EXTERIOR WALLINTERIOR SIDE OF

PIPE

ESCUTCHEON

3/8"

UNINSULATED PIPE INSULATED PIPE

FLOOR

SEALANT

INSULATION

CENTER OF PIPE

3/8"

BACKUPMATERIAL

PIPESLEEVE

PROVIDE SLEEVE FOR FLOORPENETRATION WITH2" CLEARANCE AROUND PIPE.FILL CLEARANCE WITH FIREPROOF MASTIC

10" DIA. MAX.

24" DIA. MAX.50" DIA. MAX.

1" MIN.

TRAPEZE HANGERS

STRAP HANGERS

60" MAX.

STRAP ORANGLE

ROD

STRAP

ANGLES

ROD

NUTS

HANGER STRAPS

SCREWS

SCREWS MAYBE OMITTED IFHANGER LOOPS

SECURE WIRE

BAND OF SAME SIZEAS HANGER STRAP

HANGER RODS, WIRESOR STRAPS

BAND

UNLESS FOOT OFSTRAP ISPLACED UNDER ABOTTOMREINFORCEMENT

SIZEBOLT(S)FOR LOAD

LOAD RATED FASTENERS

HANGERSMUST NOTDEFORM DUCTSHAPE

REINFORCEMENT MAY BE USED FORATTACHMENT IF IT QUALIFIES FOR BOTH DUTIESDO NOT EXCEED ALLOWABLE LOAD LIMITS

ONE HALF-ROUND MAY BEUSED IF DUCT SHAPE IS MAINTAINED.

PROVIDE LATERAL BRACES FOR SEISMIC SUPPORT, AS REQUIRED.1.

NOTE:

COORDINATE SUPPORTCONNECTIONS TO BUILDINGSTRUCTURE WITH DETAILSPROVIDED BY STRUCTURALDRAWINGS.

RECTANGULAR DUCT

ROUND DUCT1" IN 4"

MAX. SLOPE

1" IN 4"

MAX. SLOPE

RECTANGULAR TRANSITION

RECTANGULAR TO ROUND

TRANSITION

TURNING VANES DETAIL

1" 1"

1"1"

2" R

1" R

SQUARE 90 ELBOW

TURNING VANES

W

W

ARRANGE SEAM JOINTSTO MISS BEAM:

3/8" INSERT SLABANCHORS WITH MINI1" EMBED DEPTH

CEILING SLAB

HANGERPER SMACNAREQUIREMENTS

DUCT

DUCT REINFORCEMENT PERSMACNA REQUIREMENTS

#6x9mm S/M SCREW(TYP)

CMUWALL

1/2" DIA. SST ADHESIVE ANCHOR EMBED 4 1/2" W/HILTI HIT-H-150 MAX INTO GROUTED CELL

B-LINE B494 BRACED SINGLE BRACKET OR EQUAL(ELECTRO GALVANIZED)

2" 18 GAGALVANIZEDSTRAP

DUCT - MAX SIZE 20x20 2.

1.NOTES:

1 1/4"x1 1/4"x1/8"

1 1/4"x1 1/4"x1/8"

1"x1"x1/8"

1"x1"x1/8"

ANGLE

SUGGESTED ANGLE SIZING

48"x30"

42"x24"

36"x18"

30"x12"TYP. DUCT SIZE

ALLOWABLE LOADPER FASTENER LBS

FASTENER LOADING

18,1624,22,20

28,26

DUCT GAGE

50 LB.35 LB.

25 LB.

MASONRY WALL

ANCHOR BOLTA.

B.

BRACKETS ARE SIZED FOR 13 FT OF DUCTLENGTH MAX.

LOCATE DUCT AGAINST WALL.

3. EACH WALL ANCHOR SHALL SATISFY THEFOLLOWING CRITERIA UNLESS OTHER ANALYSIS ISMADE:

TENSILE LOAD = 3/8x DUCT LOAD: SAFETYFACTOR OF 4SHEAR LOAD = 1/2x DUCT LOAD:SAFETY FACTOR OF 4

ACCESS DOORINSULATED12"x12" (MIN.)

REC

T. D

UC

T

6" MAX.ALL SIDES

1. THIS DETAIL SHOWN FOR REFERENCE ONLY, FIRE DAMPER MANUFACTURERS INSTALLATION DETAILSAND INSTRUCTIONS AS TESTED AND APPROVED BY THE U.L. SHALL BE USED IN LIEU OF THIS DETAILWHERE APPLICABLE.

CURTAIN TYPEFIRE DAMPER

(ALL SIDES)OVERLAP

1-HR OR 2-HR FIRE

RECOMMENDATIONS, FIRE CAULKANGLE PER MANUFACTURER'S

PENETRATION

RATED WALL

1" MIN.

18 GA. STEELDAMPER SLEEVE

NOTE:

12" MAX

DUCTWORK

FIRE DAMPER

FLOOR

L4X4X1/4 CONTINUOUS#10 BOLT OR SCREWS

SLEEVE

KEYED NOTES:

1

1

2

3

SLEEVE THICKNESS MUST BE EQUAL TO OR THICKER THAN THEDUCT CONNECTED TO IT.

FIRE DAMPER, SLEEVE AND ACCESS DOOR SHALL BE PROVIDED AS ACOMPLETE UNIT. FIRE DAMPER SHALL BE A RUSKIN MODEL DIBD2STYLE A OR APPROVED EQUAL WITH A 30" SLEEVE AND 12"x12"ACCESS DOOR, RUSKIN MODEL ADC24 OR APPROVED EQUAL,MOUNTED IN DUCT UPSTREAM OF DAMPER.

PROVIDE 2HR FIRE PROOFING, REFER TO SPECIFICATIONS ANDMANUFACTURER'S RECOMMENDATIONS.

HILTI FS-ONE FIRE CAULK ANGLE.

4

4

4

2

3

4

12" MAX

ROUNDED CONC TOP

6" STD WEIGHT STEELPIPE, CONCRETE FILLED,FINISH COLOR SAFETYYELLOW

EXISTING GRADE

CONCRETEEMBEDMENT

3'-6

"3'

-0"

6"1'-6"

DIA

1"

TOP OF CURB LEVEL

EXISTING BUILT-UP

SEAL TOP OF CURB W/FABRIC AND MASTIC

EXHAUST FAN

METALCOUNTERFLASHING

BLOCKINGEXISTING

EXISTINGDOUBLE TEEROOF

ROOF FLASHING

REUSE EXISTINGFAN CURB

(SEE NOTES).SPACED AROUND FOUNDATION DOWELSAREA OF ANCHOR BOLTS, EQUALLYDOWELS EQUAL TO CROSS SECTIONAL#4 DOWELS AT 12" O.C. MIN. OR #4

PAD FOR BONDROUGHEN AREA UNDER

12" OF HEIGHT (1 MIN.)1 - #4 TIE FOR EACH

6" MIN. FOR BOLTS 1" AND LARGER4" MIN. FOR BOLTS LESS THAN 1"

1\2 BOLT

2" MIN.

6" MIN. PAD

VARIES

FLOOR SLAB

CONC. ANCHOR

FOR REVIEW.1", THE PAD DESIGN SHALL BE SUBMITTED TO THE ENGINEERFOR EQUIPMENT THAT REQUIRES ANCHOR BOLTS LARGER THANOTHERWISE RECOMMENDED BY THE EQUIPMENT MANUFACTURER.GROUT EQUIPMENT IN PLACE WITH NONSHRINK GROUT UNLESSANCHOR BOLTS SHALL BE PER TYPICAL ANCHOR BOLT DETAIL.BY CONCRETE ANCHORS.DOWELS SHALL BE THREADED AND ANCHORED TO THE SLABREINFORCE TO CONFORM TO THE STANDARD DETAIL. THE

NOTES:

1.

2.3.

4.

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

As indicated

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B.BIRGE

B.BIRGE

01

MECHANICALDETAILS

M501

201524853

201313641

NOT TO SCALEM501

DX SPLIT SYSTEM PIPING DETAIL8

NOT TO SCALEM501

TYPE C DUCT SUPPORT6

NOT TO SCALEM501

SIDE WALL DIFFUSER DETAIL4

NOT TO SCALEM501

PIPE PENETRATIONS THROUGH VARIOUS STRUCTURES2

NOT TO SCALEM501

LOWER DUCT HANGER ATTACHMENT1

NOT TO SCALEM501

LOW VELOCITY DUCT LAYOUT3

NOT TO SCALEM501

DUCT SUPPORT7

NOT TO SCALEM501

DUCT ANGLE WALL SUPPORT5

NOT TO SCALEM501

DUCT RISER SUPPORT FROM WALL DETAIL11

NOT TO SCALEM501

FIRE DAMPER DETAIL10

NOT TO SCALEM501

FIRE DAMPER DETAIL9

NOT TO SCALEM501

BOLLARD DETAIL12

NOT TO SCALEM501

ROOF CURB DETAIL13

NOT TO SCALEM501

EQUIPMENT PAD DETAIL14NO. BY PURPOSE DATE CKD

BLB IFC 17DE15 BLB

FAN SCHEDULENUMBER EF-4504 EF-4505 EF-4506

AIRFLOW CFM 320 1,390 390EXTERNAL STATIC PRESSURE IN WC 0.15 0.3 0.45

WHEEL TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGALDRIVE ARRANGEMENT DIRECTFAN SPEED RPM 1,597 1,494 1,565

ROOM NUMBER CHEMICAL RM

FAN TYPE EXHAUST

LOCATION DWG NO.

SOUND POWER LEVEL dBA 58 63 57CURB SIZE IN X INCURB HEIGHT INDAMPER

DAMPER SIZE IN X IN 14" X 14" 14" X 14" 14" X 14"MOTOR SIZE HP 1/6 1/2 1/4MOTOR SPEED RPM 1,725 1,725 1,725ELECTRICAL

VOLTS 115 115PHASE 1 1

60 60

ACCESSORIESBASIS OF DESIGN

MANUFACTURER GREENHECK GREENHECK GREENHECKMODEL CUE-090-VG CUE-121-VG CUE-099-VG

WEIGHT LBS 100 150 100

NOTES:1. FAN SHALL BE PROVIDED WITH A POWERED COATING THAT IS CORROSION RESISTANT AND IS SUITABLE FOR EXTERIOR

INSTALLATION. PROVIDE GREENHECK COATING HI-PRO POLYESTER OR APPROVED EQUAL.

NANA

C B B

SITE ELEVATION 5,430EXHAUST EXHAUST

EF-4507 EF-4508

4,260 8100.3 0.2

CENTRIFUGAL CENTRIFUGAL

1,073 1,158

EXHAUST

67 58

14" X 14" 14" X 14"1

1,300 1,725

480 1153 160 60

GREENHECK GREENHECKCUBE-180-10

250 100

B B

EXHAUST

WET WELL STAIRWELL DRY WELL WET WELL MECH RM

SPARK ARRESTANCE CLASS

FULL LOAD AMPS 4.4 6.2 5.8 2.1 5.8HERTZ

NOTES 11111

DIRECT DIRECT BELT DIRECT

5,430 5,430 5,430 5,430

M102 M102 M102M102 M102

CUE-101-VG

1/4

115160

NANA

NANA

NANA

NANA

DIFFUSER, REGISTER AND GRILLE SCHEDULETYPEFACE TYPEMOUNTINGPATTERNDAMPERACCESSORIESMATERIALFINISHNOISE CRITERIA (NC)BASIS OF DESIGN MANUFACTURER MODEL

NOTESBLADE SPACING

EG-1EGG

DFXO-B

NONEST

W-E30

TITUS50R

1/2x1/2x1/2

SG-1H-45

DADJO-B

NONEST

W-E30

TITUS300RL

3/4"

SG-2

DADJO-B

NONEST

W-E30

TITUS300RL

3/4"

H-22SG-3

DADJO-B

NONEST

W-E30

TITUS300RL

3/4"

H-S

- 1 WAY- 2 WAY

- ADJUSTABLE- 2 POSITION- FIXED

SQ - SQUARE

2-W1-W

- ROUND- HALF ROUND

FACE TYPE:RDH-R

FX

ADJ2-P

PATTERNS:

- EQUALIZING DEFLECTORS

- ALUMINUM ENAMELFINISHES:A-E

- SIDE WALL

S-M - SURFACE MOUNTED- FLUSH- LAY IN

FLL-IS-W

MOUNTING:

ACCESSORIES:

- PLASTER RING- SMUDGE RING

E-D

P-RS-R

LR - LINEAR- HORIZ. STRAIGHT BLADESH-S

- EGG GRATEEGG

V-S - VERT. STRAIGHT BLADES- HORIZ. 22° FIXED BLADESH-22

- BLANK OFF BAFFLES- EXTRACTOR

B-O-BEXTR

- OPERATING KEYSOP-KY

- WHITE ENAMELW-E- ALUMINUM ANODIZEDA-A

- SINGLE DEFLECTION- INDUCTION- 4 WAY- 3 WAY

INDS-D

4-W3-W

- DOUBLE DEFLECTIOND-D - ALUMINUM- STEELST

AL

MATERIALS:

- DUCTD

- BUTTERFLY- OPPOSED BLADEO-B

BTFY

DAMPERS:

- INTEGRALITGL

- HORIZ. 45° FIXED BLADESH-45

NOTES:1. MANUFACTURER AND MODEL INDICATED ARE USED AS THE BASIS OF DESIGN. CONTRACTOR MAY PROVIDE

EQUIVALENT PRODUCTS FROM THE FOLLOWING MANUFACTURERS: ANEMOSTAT, HART & COOLEY INC,KRUEGER, PRICE OR TUTTLE & BAILEY.

2. CONTRACTOR SHALL SUPPLY SEPARATE VOLUME DAMPERS AT DIFFUSERS, REGISTERS AND GRILLES,THAT ARE NOT CALLED TO BE SUPPLIED WITH A DAMPER FROM THE MANUFACTURER.

INDIRECT-FIRED MAKEUP AIR HANDLER UNIT SCHEDULENUMBER MAU-4501A MAU-4502

FANAIRFLOW CFM 1,990 5,480MAX SPEED RPM 685TYPE

DAMPERSOUTDOOR AIR

MINIMUM CIRCUIT AMPACITYMAXIMUM OVERCURRENT PROTECTIONROOF CURB HEIGHTFILTER TYPE MERV8 MERV8FILTER THICKNESS IN 2 2BASIS OF DESIGN

MANUFACTURER CAPTIVEAIRE TEMPTROLMODEL A2-IBT-300 CUSTOM UNIT

NOTES

LOCATION DWG NO.

APPROXIMATE WEIGHT LBS 1,500 4,000

NOTES:1. MAU-4501A AND MAU-4501B ARE 100% REDUNDANT UNITS, ONLY ONE UNIT SHALL OPERATE AT A TIME.2. MAU-4502 SHALL BE PROVIDED WITH DUAL FANS AND MOTORS, ONLY ONE FAN AND MOTOR SHALL OPERATE AT A TIME.3. UNIT SHALL BE PROVIDED WITH A CONVENIECE OUTLET.

CENTRIFUGAL CENTRIFUGAL

MOTORIZED MOTORIZED4.915NA NAIN

%AMPAMP

1,3

MAU-4501B

685

MERV82

CAPTIVEAIREA2-IBT-300

M102

1,500

CENTRIFUGAL

MOTORIZED4.915NA

1,3

1,990

M102 M102

3521

21.5-

2

EXTERNAL STATIC IN WGFURNACE

FUEL NG NGMINIMUM THERMAL EFFICIENCY % 80 80

FAN MOTORSIZE - FAN HP 1 7-1/2SPEED RPM 1725 3525VOLTS - FAN 208 460PHASE - FAN 3 3HERTZ - FAN 60 60

DISCHARGE CONFIGURATION SIDE DISCHARGE SIDE DISCHARGE

ROOM SERVEDSITE ELEVATION 5,400 5,400

WINTER DESIGN

1.25

WINTER ENTERING AIR TEMP 1 1

HEATING CAPACITY INPUT1,990 5,480

HEATING CAPACITY OUTPUT600

110 300

92

FT

DEG F

MBHMBH

WINTER DESIGN AIRFLOW CFM

SUMMER DESIGNSUMMER ENTERING AIR TEMP DEG FAPPROXIMATE SUMMER INDOOR AIR TEMP DEG F

COOLING CAPACITY MBHSUMMER DESIGN AIRFLOW CFM

WINTER INDOOR AIR TEMP 60 60DEG F

102 1025,480

-

NG80

11725208360

SIDE DISCHARGE

WET WELL AREAS5,400

0.75

1

1,990300110

92

60

1021,990

--

WET WELL AREAS DRY WELL AREAS

0.75

92

1,990

300

SOUND POWER LEVEL 88 8888dBA

ELECTRICAL DATA

HP

RPM

TYPE/WHEEL DIAMETER

TYPE

UNIT TAG

TYPE

ARRANGEMENT

FAN

DRIVE TYPE

CFM

EXT STATIC PRESSURE 0.7

4,000

BELT

CENTRIFUGAL

FC/15

CONSTANT

DRAW THRU

AHU-4501

OUTSIDE AIR QUANTITY 0

SITE ELEVATION 5,400

AIR HANDLING UNIT SCHEDULE

3,436

5

460/3/60

LOCATION M102

SERVICE ELECTRICAL ROOM

APPROX UNIT WEIGHT

REFRIGERANT TYPE

MAX ROWS / MAX FPI

MAX FACE AREA

EAT - DB

TOTAL CAPACITY

SENSIBLE CAPACITY

DX COOLING COIL

FILTERS

FILTER TYPE

EFFICIENCY

AIR PRESSURE DROP

NOTES:

SUMMER OSA TEMP - DB

ELECT. MOTOR DATA

NO. COMPRESSORS

NET COOLING CAPACITY

FULL LOAD EER (UNIT ONLY)

REFRIGERANT NO.

UNIT TAG CU-4501

ASSOCIATED EQUIPMENT AHU-4501

NOTES:

R410A

CONDENSATE PIPE SIZE

DIRTY FILTER ALLOWANCE

UNIT SHALL HAVE END DISCHARGE AND BACK RETURN.

REFRIGERANT LINE SIZES SHOWN ARE FOR REFERENCE ONLY. EQUIPMENT SUPPLIERSHALL SIZE THE REFRIGERANT LINES BETWEEN THE AIR HANDLING UNITS ANDCONDENSING UNITS BASED UPON THE ACTUAL EQUIPMENT BEING PROVIDED.

PROVIDE WITH PREMIUM EFFICIENCY MOTOR.

UNIT SHALL BE PROVIDED WITH A WATER LEVEL DETECTION DEVICE LOCATED IN THEPRIMARY EQUIPMENT DRAIN PAN, SEE SPECIFICATION SECTION 15738 - SPLIT-SYSTEMAIR-CONDITIONING UNITS.

1.

2.

3.

4.

NOTES:

1. PROVIDE WITH HOT GAS BY-PASS FOR CAPACITY MODULATION.

2. PROVIDE WITH CONTROLS FOR LOW AMBIENT OPERATION TO 0 °F.

3. PROVIDE WITH CONDENSER COIL GUARD.

4. PROVIDE WITH NON-FUSED DISCONNECT.

NOTES:

COMP. SUCTION DESIGN TEMP

SYSTEM INPUT

COMP TYPE

LAT - DB

LAT - DB

EAT - DB

TOTAL CAPACITY

HEATING COIL

TYPE

AIR-COOLED CONDENSER SCHEDULE

93.2

114.2

78

52

16.3

6/13

R-410A

N/A

THROWAWAY

MERV 8

0.03

0.5

1 1/4

1,800

1,2,3,4,5

120

11.9

45

105

2

480/3/60

9.1

SCROLL

1,2,3,4

SERVICE

LOCATION

SITE ELEVATION

ELECTRICAL ROOM

M102

5,400

DESIGN BASIS (MFG / MODEL NO.) TITUS

DESIGN BASIS (MFG / MODEL NO.) TEMPMASTER /YHT10C00A4GAB4

SOUND LEVELS FOR UNITS PROVIDED SHALL NOT EXCEED 84 dBA.5.

SOUND POWER LEVEL 84

FT

IN.

CFM

IN. WC

V/PH/HZ

dBA

MBH

MBH

DEG F

DEG F

SQ FT

MBH

DEG F

DEG F

IN. WC

IN.

LBS

IN. WC

MBH

DEG F

V/PH/Hz

kW

DEG F

N/A

N/A

N/A

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CADD FILE NO.

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SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

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B.BIRGE

01

MECHANICALSCHEDULES

M601

201524853

201313641


MAU-4051A

MAU-4051B

100%REDUNDANTUNITS, ONLY

UNIT OPERATESAT A TIME

1,990 CFM

1,990 CFM

1,99

0 C

FM

WET WELLMECHANICAL

ROOM(-)

WET WELL(-)

EF-4508 EF-4505

810

CFM

1,39

0 C

FM

730 CFM

1,260 CFM

WET WELL AREAS AIRFLOW DIAGRAMNOT TO SCALE

135 CFM TRANSFER AIR FROMTHE OUTSIDE THROUGHDOORS AND CRACKS

80 CFMTRANSFER AIR FROMTHE OUTSIDE THROUGHDOORS AND CRACKS

MAU-40525,480 CFM

MECHANICALCONTROL ROOM

(+)DRY WELL

(+)

LIFT STATION AIRFLOW DIAGRAMNOT TO SCALE

EF-4506

320

CFM

390 CFM

EF-4507

4,26

0 C

FM

CHEMICAL ROOM

(N)STAIRS

(+)

430 CFM 5,050 CFM 2,870 CFM

2,55

0 C

FM

320

CFM

2,18

0 C

FM

EF-4504

1,96

0 C

FM

2,30

0 C

FM

AHU-45014,00

0 C

FM

4,00

0 C

FM

140 CFMTRANSFER AIRRELIEVED TO THEOUTSIDE THROUGHDOORS AND CRACKS



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CADD FILE NO.

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SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

12" = 1'-0"

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HVAC AIRFLOWDIAGRAM

M602

201524853

201313641

LEGEND:

(+) SPACE UNDER POSITIVE PRESSURE(-) SPACE UNDER NEGATIVE PRESSURE(N) SPACE UNDER NEUTRAL PRESSURE

KEYED NOTE:

AIR TO AND FROM AHU-4501 IS CIRCULATED ONLY IN THE MECHANICAL CONTROL ROOM SPACE. RETURN AIR

SIDE OF AHU IS OPEN TO THE SPACE WITH NO GRILLE OR DUCT CONNECTED.

1


A. GENERAL:1. THE UNIT(S) SHALL HAVE A MICROPROCESSOR BASED UNIT CONTROLLER(S)

WHICH SHALL MONITOR AND CONTROL THE UNIT IN A STANDALONE MODE OR VIA THE BAS.2. CONTROLS SHALL BE DDC AND CAPABLE OF INTEGRATION WITH OPEN PROTOCOL LONWORKS &

HONEYWELL EBI BASED BUILDING AUTOMATION SYSTEM.3. OPERATING MODES OF SYSTEM: EQUIPMENT SHALL BE OPERATED IN THE OCCUPIED OR

UNOCCUPIED MODES, BASED ON SCHEDULES SET UP IN THE BAS.4. THE DDC CONTROL SYSTEM SHALL PERFORM THE FOLLOWING CONTROL STRATEGIES, PROVIDE

THE POINTS AND ALARMS SHOWN ON THE SCHEMATIC AND PROVIDE THE SPECIFIED MONITORING AND DIAGONOSTICS.

B. OPERATING MODES OF SYSTEM: EQUIPMENT SHALL BE OPERATED CONTINUOUSLY TO CONDITION THEASSOCIATED SPACE.1. OPERATING MODE: THE UNIT SHALL ENERGIZE AND MAINTAIN ZONE AIR TEMPERATURE SET POINT

OF THE FOLLOWING UNDER ALL LOAD VARIATIONS:a) SUMMER SETPOINT: 78°F (ADJ)b) SETPOINT SHALL BE ADJUSTABLE AT ZONE LEVEL (SETPOINT ADJUSTABLE TO +/- 3 DEG F).

C. FANS1. THE SUPPLY AIR FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN. TO PREVENT SHORT

CYCLING, THE SUPPLY FAN SHALL HAVE A USER DEFINABLE MINIMUM RUNTIME.2. FAN WILL OPERATE UNLESS SHUTDOWN ON SAFETIES.

D. COOLING SEQUENCE1. THE CONTROLLER SHALL MEASURE THE SUPPLY AIR TEMPERATURE AND STAGE THE DX COOLING

TO MAINTAIN A MAINTAIN THE ZONE AIR TEMPERATURE SETPOINT.2. COOLING SHALL BE ENABLED WHENEVER:

a) ZONE AIR TEMPERATURE IS GREATER THAN SETPOINT.b) AND THE UNIT IS IN OPERATION.

3. TO PREVENT SHORT CYCLING, THE DX COOLING SHALL HAVE A USER DEFINABLE (ADJ) MINIMUM RUNTIME.

E. FIRE PROTECTION1. UPON DETECTION OF SMOKE FROM THE DUCT MOUNTED SMOKE DETECTOR A SIGNAL SHALL BE

SENT TO THE FIRE ALARM PANEL AND THE SUPPLY FAN SHALL BE SHUT DOWN.

F. SAFETIES1. NOTE: WHERE APPLICABLE, ALL SAFETIES ARE HARD-WIRED.2. SMOKE DETECTION: SMOKE DETECTORS SHALL BE HARD WIRED FROM THE DISCHARGE SUPPLY AIR

SMOKE DETECTOR TO THE MOTOR STARTER TO SHUTDOWN THE SUPPLY FANS UPON DETECTION OF SMOKE DISCHARGING FROM THE UNIT. AN ALARM SHALL ANNUNCIATE THE CONDITION TO THE BAS AND THE FIRE ALARM SYSTEM.

3. IF ANY OF THE FILTER DIFFERENTIAL PRESSURES ARE ABOVE IT'S HIGH LIMIT SETPOINT, AN ALARM SHALL BE SENT TO THE BAS.

4. IF THE SUPPLY FAN DIFFERENTIAL PRESSURE DROP SENSOR IS BELOW ITS LOW LIMIT SETPOINT, ANALARM SHALL BE SENT TO THE BAS.

5. IF THE SUPPLY FAN MOTOR STARTER FAILS THEIR CURRENT SENSOR SWITCH, AN ALARM SHALL BESENT TO THE BAS.

SINGLE ZONE (AHU-4501) SEQUENCE OF OPERATION:

LOCAL(HAND)

EMCSS/S

PDAH

DI

PDI

XD

M

DO

TIC

I

P

DIYA

I P

DI YA

I

TT

AI

HS

DO Y

TAH

TI

TAL

TT AI

TAH

TI

TAL

4520

4524

4521

4522

ZSO

4523

DI

FILTER

NC

COND

RETURN AIR FROMMECHANICALCONTROL ROOM

TO FIRE ALARMINTERFACE

MODEL


MODEL

SD-0020

FROM SHUTDOWNFIRE ALARMINTERFACE

MODULE

SPACE TEMPERATURE

SD-0021

COND

PDS

4520

CV-0023

YA

TO FAIM

ZSR

KS

DI

DO

YA

KS

RUNNINGSTATUS

RUN TIMEACCUMULATOR

1

SUPPLYAIR TOMECHANICALCONTROL ROOM

LASE

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

12" = 1'-0"

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B.BIRGE

B.BIRGE

01

CONTROLSCHEMATIC SHT 1

OF 3

M701

201524853

201313641

AHU-4501/CU-4501


BASHONEYWELL

ROUTER(FUTURE)

HONEYWELLBUILDING LEVEL

CONTROLLER-PER BUILDING-

HONEYWELLW7750C UNIT

CONTROLLER (TIC)-PER UNIT-

INPUTS FROM UNIT

OUTPUTS FROM UNIT

OPERATORWORKSTATION IN

FUTURE CONNECTION TO TERMINAL

BUILDING AUTOMATION SYSTEM CONTROL RISER DIAGRAM

CONTROL RISER NOTES:

1. BUILDING LEVEL CONTROLLER SHALL HAVE PROVISIONS FOR FUTURECONNECTIVITY TO TERMINAL FOR REMOTE MONITORING, AND BECOMPATIBLE WITH SYSTEMS IN PLACE AT TERMINAL WITH NOFUTURE UPGRADE NEEDED.

2. INSTALL UNIT CONTROLLER AS NEEDED.

3. INSTALL OPERATOR WORKSTATION FOR MAINTENCE USE.WORKSTATION SHALL BE LOADED WITH GROUP FOR SYSTEMOPERATION.

KEYED NOTE:

1

GENERAL NOTE:

AIR TO AND FROM AHU-4501 ISCIRCULATED ONLY IN THEMECHANICAL CONTROL ROOM SPACE.RETURN AIR SIDE OF AHU IS OPEN TOTHE SPACE WITH NO GRILLE OR DUCTCONNECTED.

1. CONTRACTOR SHALL PROVIDE ANYPROPRIETARY SOFTWARE FORMICROPROCESSORS TO OWNER.

LOCAL(HAND)

EMCSS/S

TT

AI

PDAH

AI

PDI

CH

TS

M

DO

TIC

DITAL

I P

DI YA

I

TT

AI

HS

DO Y

TAH

TI

TAL

I

DOZSO

YA DI

TT AI

TAH

TI

TAL

4530

4531

4532

4533

4536

4535

4537

TAL

ZSO

4538

DI

FILTER

OUTSIDE AIR

NCNG SUPPLY

LOW LIMIT

TO FAIM


MODULE

SD-0034


MODULE

NC

SPACE TEMPERATURE

MAU-4501 A & B

EXH FAN(S)(SEE SEQUENCE FOR TAGS)

TO FAIMEXHAUST

AIR

TOATMOSPHERE

GAS BURNER

ON-BOARDBURNER

CONTROLS

PDI

4532

MOV-0031

CV-0038 ZSR

KS

DI

DO

YA

KS

RUNNINGSTATUS

RUN TIMEACCUMULATORM

LASE

EVNE

DFO

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DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

12" = 1'-0"

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17 DECEMBER 2015

Author

Checker

01


OF 3

M702


NOTES:

FOR BUILDING AUTOMATION SYSTEM CONTROL RISERDIAGRAM SEE SHEET M701.

GENERAL NOTE:1. CONTRACTOR SHALL PROVIDE ANY

PROPRIETARY SOFTWARE FORMICROPROCESSORS TO OWNER.

MAKE-UP AIR UNITS (MAU-4501A & 4501B) AND CONNECTED EXHAUST FANS (EF-4505 AND EF-4508) SEQUENCE OF OPERATION:

A. GENERAL:1. THE UNIT(S) SHALL HAVE A MICROPROCESSOR BASED UNIT CONTROLLER(S) WHICH SHALL MONITOR AND

CONTROL THE UNIT IN A STANDALONE MODE OR VIA THE BAS.2. CONTROLS SHALL BE DDC AND CAPABLE OF INTEGRATION WITH OPEN PROTOCOL LONWORKS & HONEYWELL

EBI BASED BUILDING AUTOMATION SYSTEM.3. OPERATING MODES OF SYSTEM: EQUIPMENT SHALL BE OPERATED IN THE OCCUPIED OR UNOCCUPIED MODES,

BASED ON SCHEDULES SET UP IN THE BAS.4. THE DDC CONTROL SYSTEM SHALL PERFORM THE FOLLOWING CONTROL STRATEGIES, PROVIDE THE POINTS

B. MAU-4501A & B LEAD/LAG OPERATION:1. THE TWO MAUS (4501A & 4501B) SHALL OPERATE IN A LEAD/LAG FASHION.

a) THE LEAD MAU SHALL RUN FIRST.b) ON FAILURE OF THE LEAD MAU, THE LAG MAU SHALL RUN AND THE LEAD MAU SHALL TURN OFF.

2. THE DESIGNATED LEAD MAU SHALL ROTATE UPON ONE OF THE FOLLOWING CONDITIONS (USER SELECTABLE):a) NOTE: ROTATION SHALL ONLY OCCUR DURING FIRST SHIFT TO ENSURE PERSONNEL IS AVAILABLE IF

NEEDEDb) MANUALLY THROUGH A SOFTWARE SWITCHc) IF MAU RUNTIME (ADJ.) IS EXCEEDEDd) WEEKLY

3. ALARMS FOR MAUS SHALL BE PROVIDED AS FOLLOWS:a) FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.b) RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.c) RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT.

C. OPERATING CONDITIONS - CONTINUOUSLY:1. FANS - THE SUPPLY AND EXHAUST FANS SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS

SHUTDOWN ON SAFETIES TO PREVENT SHORT CYCLING, THE SUPPLY FAN SHALL HAVE A USER DEFINABLE (ADJ.) MINIMUM RUNTIME.

2. OPERATING MODE - THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND INITIATE A FACTORY CONTROL SEQUENCE TO FIRE/MODULATE GAS FURNACE SECTION TO MAINTAIN ZONE SETPOINT.a) THIS MODE SHALL BE ENABLED WHENEVER:

(1) OUTSIDE AIR TEMPERATURE IS LESS THAN 60°F (ADJ.).(2) AND THE ZONE TEMPERATURE IS BELOW SETPOINT.(3) AND THE SUPPLY FAN AND EXHAUST FAN STATUS ARE ON.

3. ZONE SETPOINT ADJUST - THE BAS ADMINISTRATOR ONLY SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE SETPOINTS.

4. EF-4505 AND EF-4508 SHALL BE INTERLOCKED AND RUN CONTINUOUSLY WHEN THE MAU OPERATES TO RELIEVE AIR.

5. MAU-4501A & B SHALL NOT RUN IF EITHER EF-4505 OR EF-4508 FAIL TO START AND OUTSIDE AIR DAMPERS SHALL CLOSE.

D. ALARMS & SHUTDOWNS:1. ALARMS SHALL BE PROVIDED AS FOLLOWS:

a) SUPPLY OR EXHAUST FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.b) SUPPLY OR EXHAUST FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.c) FILTER CHANGE REQUIRED: FILTER DIFFERENTIAL PRESSURE EXCEEDS A USER DEFINABLE LIMIT (ADJ.).d) HIGH SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS GREATER THAN 120°F (ADJ.).e) LOW SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS LESS THAN 45°F (ADJ.).

2. UNIT SAFETY SHUTDOWNS:a) UPON RECEIVING A SMOKE DETECTOR SIGNAL, THE UNIT SHALL SHUT DOWN, GENERATE AN ALARM IN

THE BAS AND NOTIFY THE FIRE ALARM PANEL.

LOCAL(HAND)

EMCSS/S

TT

AI

PDAH

AI

PDI

CH

TS

M

DO

TIC

DITAL

I P

DI YA

I

TT

AI

HS

DO Y

TAH

TI

TAL

I

DOZSO

YA DI

TT AI

TAH

TI

TAL

4530

4531

4532

4533

4536

4535

4537

TAL

ZSO

4538

DI

FILTER

OUTSIDE AIR

NCNG SUPPLY

LOW LIMIT

TO FAIM


MODULE

SD-0034


MODULE

NC

SPACE TEMPERATURE

MAU-4502

EXH FAN(S)(SEE SEQUENCE FOR TAGS)

TO FAIMEXHAUST

AIR

TOATMOSPHERE

GAS BURNER

ON-BOARDBURNER

CONTROLS

PDI

4532

MOV-0031

CV-0038

M

Z5R

KS

DI

DO

YA

KS

RUNNINGSTATUS

RUN TIMEACCUMULATOR

LASE

EVNE

DFO

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DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

12" = 1'-0"

C:\R

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B.BIRGE

B.BIRGE

01


OF 3

M703

201524853

201313641


NOTES:

FOR BUILDING AUTOMATION SYSTEM CONTROL RISERDIAGRAM SEE SHEET M701.

GENERAL NOTE:1. CONTRACTOR SHALL PROVIDE ANY

PROPRIETARY SOFTWARE FORMICROPROCESSORS TO OWNER.

MAKE-UP AIR UNIT (MAU-4502) AND CONNECTED EXHAUST FANS (EF-4504, EF-4506 AND EF-4507) SEQUENCE OF OPERATION

A. GENERAL:1. THE UNIT(S) SHALL HAVE A MICROPROCESSOR BASED UNIT CONTROLLER(S) WHICH SHALL MONITOR AND CONTROL THE

UNIT IN A STANDALONE MODE OR VIA THE BAS.2. CONTROLS SHALL BE DDC AND CAPABLE OF INTEGRATION WITH OPEN PROTOCOL LONWORKS & HONEYWELL EBI BASED

BUILDING AUTOMATION SYSTEM.3. OPERATING MODES OF SYSTEM: EQUIPMENT SHALL BE OPERATED IN THE OCCUPIED OR UNOCCUPIED MODES, BASED ON

SCHEDULES SET UP IN THE BAS.4. THE DDC CONTROL SYSTEM SHALL PERFORM THE FOLLOWING CONTROL STRATEGIES, PROVIDE THE POINTS AND

ALARMS SHOWN ON THE SCHEMATIC AND PROVIDE THE SPECIFIED MONITORING AND DIAGONOSTICS.

B. RUN CONDITIONS - CONTINOUSLY:1. MAU-4502:

a) OPERATING MODE: THE MAU(S) UNIT SHALL MAINTAIN:(1) A 60°F (ADJ.) ZONE SETPOINT ONLY IN THE WINTER.

2. EF-4504, EF-4506 AND EF-4507 SHALL BE INTERLOCKED AND RUN CONTINUOUSLY WHEN THE MAU OPERATES TO RELIEVEAIR.

3. MAU-4502 SHALL SHUT DOWN IF ANY OF THE EXHAUST FANS FAIL TO START AND OUTSIDE AIR DAMPERS SHALL CLOSE.

C. OPERATING CONDITIONS:1. FANS - THE SUPPLY AND EXHAUST FANS SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON

SAFETIES TO PREVENT SHORT CYCLING, THE SUPPLY FAN SHALL HAVE A USER DEFINABLE (ADJ.) MINIMUM RUNTIME.2. OPERATING MODE - THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND INITIATE A FACTORY CONTROL

SEQUENCE TO FIRE/MODULATE GAS FURNACE SECTION TO MAINTAIN ZONE SETPOINT.a) THIS MODE SHALL BE ENABLED WHENEVER:

(1) OUTSIDE AIR TEMPERATURE IS LESS THAN 60°F (ADJ.).(2) AND THE ZONE TEMPERATURE IS BELOW SETPOINT.(3) AND THE SUPPLY FAN AND EXHAUST FAN STATUS ARE ON.

3. ZONE SETPOINT ADJUST - THE BAS ADMINISTRATOR ONLY SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE SETPOINTS.

D. ALARMS & SHUTDOWNS:1. ALARMS SHALL BE PROVIDED AS FOLLOWS:

a) SUPPLY OR EXHAUST FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.b) SUPPLY OR EXHAUST FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.c) FILTER CHANGE REQUIRED: FILTER DIFFERENTIAL PRESSURE EXCEEDS A USER DEFINABLE LIMIT (ADJ.).d) HIGH SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS GREATER THAN 120°F (ADJ.).e) LOW SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS LESS THAN 45°F (ADJ.).

2. UNIT SAFETY SHUTDOWNS:a) UPON RECEIVING A SMOKE DETECTOR SIGNAL, THE UNIT SHALL SHUT DOWN, GENERATE AN ALARM IN THE BAS

AND NOTIFY THE FIRE ALARM PANEL.

UP

M

DN

UP

UP

UP

VFC-4503

EXISTING GR-4501

N

N

4

5

6

LASE

EVNE

DFO

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

C:\R

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A. SCHNECKLOTH

K. SPARROW

01

ELECTRICAL DEMOFLOOR PLANS SHT

1 OF 3

ED101

201524853

201313641

1/4" = 1'-0"M301 ED101

PIT LEVEL DEMOLITION PLAN1

DEMOLISH DISCONNECT SWITCH,CONDUIT AND WIRINGFROM MOTOR TO SWITCH, ANDCONDUIT AND WIRINGFROM SWITCH TO VFC.

DEMOLISH WIRING BACK TO SOURCE.DEMOLISH CONDUIT BACK TOCONTROL PANEL ON LEVEL ABOVE.

DEMOLISH ALL ELECTRICALASSOCIATED WITH EXISTING CONTROLVALVES. DEMOLISH CONDUIT TOJUNCTION BOX AND CONDUCTORSBACK TO SOURCE. CAP UNUSEDENTRY ON JUNCTION BOX ANDEMBEDDED CONDUIT TO REMAIN.

DEMOLISH FLOW METER POWERCONNECTIONS AND WIRING BACK TOLP SOURCE. DEMOLISH POWERCONDUIT TO CEILING ABOVE ANDPREPARE CONDUIT FOR REUSE ANDCONNECTION TO NEW.

DEMOLISH ALL AIR COMPRESSORELECTRICAL CONNECTIONS ANDWIRING BACK TO SOURCE.

DISCONNECT AND PROTECT THEINSTRUMENT CABLE AND CONDUITFROM EXISTING FLOW METER TO PLCENCLOSURE.

KEYED NOTES:1

1

3 3 3

2

3

2

4

1/4" = 1'-0"M301 ED101

INTERMEDIATE LEVEL DEMOLITION PLAN2

5


6

DN

DN

MM

EXISTINGCU-4501

MCP4500

COMPUTERCABINET

3

11

MDS 4501

MCC 4502

MAU-2MAU-1

AHU-1 4

9

4

10

3

LASE

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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A. SCHNECKLOTH

K. SPARROW

01


2 OF 3

ED102

201524853

201313641

1/4" = 1'-0"M301 ED102

GROUND LEVEL DEMOLITION PLAN1

N

DEMOLISH DISCONNECT SWITCH,CONDUIT AND WIRINGFROM MOTOR TO SWITCH, ANDCONDUIT AND WIRINGFROM SWITCH TO VFC.

DEMOLISH VFCS AND CONDUIT ANDWIRING FROM VFCSTO SWITCHGEAR.

DEMOLISH ALL ASSOCIATED DEVICESWITH DEMOLISHED EQUIPMENT.DEMOLISH WIRING AND CONDUITBACK TO SOURCE.

DEMOLISH ALL ASSOCIATED DEVICESWITH DEMOLISHED EQUIPMENT.DEMOLISH WIRING BACK TODISCONNECT SWITCH. DEMOLISHCONDUIT FROM UNIT TO DISCONNETSWITCH.

NOT USED.

DEMOLISH TEMPERATURE SWITCHWIRING BACK TOMCC-4502 BUCKET 2U.

DEMOLISH MOTORS. NOTIFYOWNER AND AFFORD OWNEROPPORTUNITY TO RETAIN MOTORS.IF OWNER DESIRES TO RETAINMOTORS, OWNER SHALL REMOVEMOTORS ONCE DEMOLISHED.

DEMOLISH CONCRETE EQUIPMENTPADS. REPAIR CONCRETE PERSTRUCTURAL DETAILS ANDSPECIFICATIONS.

DISCONNECT SWITCH TO REMAIN.

REMOVE DISCONNECT SWITCH ANDRELOCATE AS INDICATED ON E102.

DEMOLISH GRINDER CONTROLPANEL ON MEZZANNINE LEVELABOVE, AND DEMOLISH CONDUITAND CONDUCTORS BACK TO MCC.

KEYED NOTES:

3

2

1

4

5

6

7

8

9

10

2 62

8

77

8

11

N

1/4" = 1'-0"M301 ED102

MEZZANINE LEVEL DEMOLITION PLAN2


EXISTINGEF-4504

1 2

EXISTINGEF-4508

1 2

EXISTINGEF-4505

1 2

3

EXISTINGEF-4506

1 2

EXISTINGEF-4503

EXISTINGEF-4502

EXISTINGEF-4501

EXISTINGEF-4507

1 2

3

3 3

3

333

3 3

L LLLLL

LL

LL

L L L L L L

LL

LL

4

L

L

L

L

LLL

L

L

LL

L

L

L

L

L

L

L

L

DOWNCONDUCTOR(DND)

6

6

66

6

6

6

7

7

DOWNCONDUCTOR(DND)

7

VENT PIPEWITH AIRTERMINAL

ROOFHATCH

L

6

3 3 3

LASE

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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01


3 OF 3

ED103

201524853

201313641

1/4" = 1'-0"M301 ED103

ROOF LEVEL DEMOLITION POWER PLAN1

N

DEMOLISH ALL ASSOCIATED DEVICES TODEMOLISHED EQUIPMENT. DEMOLISH WIRING BACKTO SOURCE. CONDUIT TO REMAIN AND BE REUSEDWITH NEW INSTALLATION.

DEMOLISH ALL LIGHTNING PROTECTION SYSTEMCOMPONENTS ATTACHED TO EXHAUST FANS TO BEREMOVED.

DEMOLISH LIGHTNING PROTECTION SYSTEM AIRTERMINAL.

DO NOT DISTURB LIGHTNING PROTECTION SYSTEMCONDUCTOR.

DO NOT DISTURB LIGHTNING PROTECTION SYSTEMDOWN CONDUCTOR.

DEMOLISH ALUMINUM CONDUCTOR FROM AIRTERMINAL TO BI-METALLIC CONNECTOR. DO NOTDISTURB BI-METALLIC CONNECTOR.

DO NOT DISTURB LIGHTNING PROTECTION SYSTEMAIR TERMINAL.

KEYED NOTES:

1

2

MAINTAIN LIGHTNING PROTECTION SYSTEM COPPERCONDUCTORS (MAIN GRID) FOR REUSE SEE E103.

GENERAL NOTES:1.

3

4

5

6

7


P-4501 P-4502 P-4503

P-4504FUTURE

PROVISION

150AT 350AT 350AT 400AT 400AT 800AT

750 kVA13.2 kV - 480Y/277V

1600AF800AT

SWGR/SWBD

600AF

1600A 3PH, 4W, 480V, 50KAIC

750 kVA13.2 kV - 480Y/277V

MCC

H4502ELECTRICHOIST

100AF15AT3P

MCC-4502 SQUARE D, MODEL 5

100AF30AT3P

MDS-4501 SQUARE D (INCOMING SWGR IS POWER-ZONE III; SWBD IS QED LINE)

600AF 600AF 600AF 600AF 1600AF

30AF3PNEMA 3R

600A, 3PH, 3W, 480V, 65KAIC

100AF15AT3P

100AF15AT3P

MCP30A3P

MCP30A3P

MCP15A3P

MCP15A3P

MCP15A3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF20AT3P

UTILITYFEED #1

SPD DMS

UTILITYFEED #2

PM HVACCS

LTGCS

1

P-4507SERVICEWATERPUMP

5HP

30A3PNEMA 12

1 1

EF-4501EXHAUSTFAN

5HP

30A3PNEMA 3R

CP4590

3/4 3/4

30A3PNEMA 12

1


5HP

30A3PNEMA 12

1

SPARE HOTWATERHEATER

1

EF-4502EXHAUSTFAN

5HP

30A3PNEMA 3R

1

30A3PNEMA 3R

1

GENERATORCONTROLPANEL

P4509SUMPCONTROL

P4510PUMPPANEL

H4501ELECTRICHOIST

VFC4501

200

VFC4502

VFC4503

200 200

CP4501CU4501

5

AHU-4501AIRHANDLINGUNIT

5HP

EF-4507EXHAUSTFAN

3/4HP

30A3PNEMA 3R

GR4501

30A3PNEMA 3R

MAU-4501

30A3PNEMA 3R

MAU-4502

30A3PNEMA 3R

CU-4501

MCP15A3P 1 2

3 3 3 3

1

EF-4503EXHAUSTFAN

5HP

30A3PNEMA 3R

GR4501GRINDER

GR4502FUTUREGRINDERPROVISION

CP4501

5 5

AIRCOMPRESSORS

100AF30AT3P

PANELLP

15 kVA480V-208Y/120V

4

4x3

WIREWAY

CB

3 x 3 WIREWAY

3 x 3 WIREWAY

SPARE

TB'STB'SIR'S

SA2 x 3 WIREWAY

RACK 2

PS

PS4551

PS4501

4 x 3 WIREWAY

2x3

WIREWAY

4 x 3 WIREWAY

PS4508

PS4506

2 x 3 WIREWAY

TERMINAL BLOCKS

PS TB'SRACK 1

ALLEN BRADLEY SLC500 PLC SYSTEM0"

0" 36" 69"

69"

0"

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

50 TERMINALSTYPICAL

GNDBAR

ANALOG ANALOG 120V 120V 120V 120V

5

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NTS

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01

ELECTRICAL DEMODIAGRAM AND

SECTION

ED601

201524853

201313641

NTSED601

DEMO ONE-LINE DIAGRAM1

1. SEE NEW ONE-LINE DIAGRAM ON SHEET E601 AND MDS AND MCC ELEVATIONS ON SHEET E301.

2. SEE NEW MCP4500 BACKPANEL LAYOUT ON SHEET E301.

KEYED NOTES:

NOTES:

DEMOLISH STARTER UNIT AND PREPARE FORINSTALLATION OF NEW FEEDER UNIT. SEESHEET E201 FOR REPLACEMENT DETAILS.

AC4501 UNIT WILL BE USED FOR CONTROLVALVE POWER AFTER MECHANICALEQUIPMENT REMOVAL.

DEMOLISH CIRCUIT BREAKER ONLY, ANDPREPARE UNIT FOR NEW CIRCUIT BREAKER.SEE E601 FOR REPLACEMENT CIRCUITBREAKER INFORMATION.

REMOVE MAU-4502 DISCONNECT SWITCH ANDRELOCATE PER E102.

DEMOLISH RELAYS AND LEAVE RELAY BASEINTACT FOR PLACEMENT OF NEW RELAY.

1

2

3

4

NTSED601

MAIN CONTROL PANEL MCP4500 BACKPANEL LAYOUT -DEMOLITION2

5


S

S

S

M

J

LASE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

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01

ELECTRICALLEGEND AND

ABBREVIATIONS

E001

201524853

201313641

OS

PC

OS

M

3

SYMMETRICALSYM.

NUMBERNO.

EXISTINGEXIST

ESTIMATEDEST

A-AMBERW-WHITEO-ORANGEB-BLUE

G-GREENR-RED

EXOTHERMIC WELD FROM CONNECTIONBARE COPPER GROUND CONDUCTOR (COUNTERPOISE)BGROUNDING TEST WELLGROUNDING ROD

GROUNDING SYMBOLS

LIGHTING CONTACTORLC

AMPERE INTERRUPTING CAPACITYA.I.C.

AMPERESA

PAD MOUNTED OIL FILLED TRANSFORMERT

X

GALVANIZED RIGID STEEL CONDUITGRC

INTERLOCK SYSTEMI

G ENGINE-GENERATOR

(B)(A)

(A) (B)

(B)(A)

(A) (B)

(A) (B)

(B)(A)

(A) (B)

CONTACTOR COIL

WH

3P1200AS

CORE BALANCED CURRENT TRANSFORMERCT

CTS

PT

INTEGRAL PHOTOELECTRIC CELL AND RELAY (PHOTOCONTROL)

DRY TYPE TRANSFORMER

SAME AS ABOVE EXCEPT CONCEALED IN FLOORX

SAME AS ABOVE EXCEPT EXPOSED IN CEILING OR ON WALL

LC

MOTOR

TELEPHONE OUTLET, SURFACE MOUNTED 60" AFF UON

MOTOR RATED SWITCH WITH THERMAL OVERLOADS

HANDHOLEH

QUADRUPLEX RECEPTACLE, NEMA 5-20R, 18" AFF UON

NEWN

EXISTINGE

GROUNDEDEXPLOSION PROOF

GEP

WP WEATHERPROOF

RECESSED FLUORESCENT FIXTURE

SURFACE OR PENDANT FLUORESCENT FIXTUREPOLE MOUNTED AREA LIGHT

RECESSED FIXTURE

SURFACE MOUNTED BATTERY PACK, LIGHTWALL MOUNTED FIXTURE

CEILING OR SURFACE MOUNTED FIXTURE

LIGHTING CONTACTOR

TELEPHONE OUTLET, RECESSED MOUNTED 18" AFF UON

KEYED NOTE, "X" INDICATES KEYED NOTE NUMBER

X IN

CONDUIT AND WIRING ENTERING/LEAVING EQUIPMENT

PANELBOARD, SURFACE MOUNTEDCOMBINATION MOTOR STARTER, SURFACE MOUNTED

DISCONNECT SWITCH, SURFACE MOUNTEDPUSHBUTTON STATION "OPEN," "CLOSE," "STOP." NEMA 13JUNCTION BOX

LIGHTNING ARRESTER

POTENTIAL TRANSFORMER, CONNECTIONS AS SHOWN

CURRENT TRANSFORMER

GROUNDING WYE WINDING CONNECTIONDELTA WINDING CONNECTION

INDICATING LIGHT, X DENOTES COLOR

PUSHBUTTON-NORMALLY CLOSED-MOMENTARY

PUSHBUTTON-NORMALLY OPEN-MOMENTARY

(B)(A)

MOTOR, XXX DENOTES MOTOR HP

EQUIPMENT ENCLOSURE

DUPLEX RECEPTACLE, NEMA 5-20R, 18" AFF UON

CONDUIT AND WIRING CONTINUATION

X-Y

HAND-OFF-AUTO SELECTOR SWITCHAOH

WATTHOUR METER WITH DEMAND REGISTER

CAPACITORINTEGRAL PHOTOELECTRIC CELL AND RELAY (PHOTOCONTROL)MOTOR THERMAL OVERLOAD PROTECTORFUSE, AMPERE RATING (NUMERAL) AND U.L. CLASS SHOWN NEXT TO SYMBOL

CONDUCTOR CONNECTIONSEPARABLE CONNECTOR OR CONNECTION FOR DRAWOUT ASSEMBLIES

PHASE+�

SINGLE CONDUCTOR CABLEWITH

WATTS

VOLT-AMPERESVOLTSUNLESS OTHERWISE NOTEDUNDERWRITER'S LABORATORIES

SWITCHBOARD

CONTRACT SPECIFICATIONSSPARE BREAKERSPACE ONLY (NO BREAKER)SECONDARY

REQUIREDRECEPTACLEPOLYVINYL CHLORIDEPRIMARYPANELBOARD

PHASE

PHOTOELECTRIC

OVERHEADOVERHEAD DOOR

1/CW/

W

VAVUONU.L.

SWBD

SPECSSPARESPACESEC

REQ'DRECPTPVCPRIPNL

PH

PE

OHOD

NORMALLY OPENNOT IN CONTRACT

NEUTRAL

NATIONAL ELECTRICAL CODENORMALLY CLOSEDMOUNTINGMOUNTEDMINIMUM

METAL HALIDEMANUFACTURER

MOTOR CONTROL CENTER

LINE-TO-NEUTRALLINE-TO-LINE

KILOWATT HOURSKILOVOLTSKILOVOLT AMPERES

INTERRUPTING SHORT CIRCUITHERTZHIGH PRESSURE SODIUMHORSEPOWER

N.O.NIC

NEUT

NEMANECN.C.MTGMTDMIN

MHMFR

MCC

L-NL-L

kWHkVkVA

ISCHZHPSHP

GROUNDGROUND FAULT CIRCUIT INTERRUPTERFULL LOAD AMPS

ELECTRIC WATER COOLER

EACH

DIRECT CURRENT

CURRENT LIMITINGCIRCUITCIRCUIT BREAKER

CONDUIT

GNDGFCIFLA

EWC

EA

DC

CLCKTCB

CAMERICAN WIRE GAGEAUXILIARY

AMPS TRIPAMPS SYMMETRICALAMPERES

ABOVE FINISHED FLOORAMPS FRAMEALTERNATING CURRENT

RELAY OR CONTACTOR CONTACTS

AWGAUX

ATASAMPS

AFFAFAC

SYMBOL MODIFIERS

LIGHT FIXTURE SYMBOLS

ONE-LINE & SCHEMATIC SYMBOLS

PLAN SYMBOLS

ABBREVIATIONS

AHU AIR HANDLING UNIT

EF EXHAUST FAN

RTU ROOF TOP UNIT

WH WATER HEATER

JUNCTION BOXJBOX

LIGHTINGLTG

TYPICALTYP

X

X

P POLE

C

SOLENOID VALVE

TORQUE SWITCH

VARIABLE FREQUENCY DRIVEVFD

ONE-LINE & SCHEMATIC SYMBOLS CONT.

DMS DIGITAL METERING SYSTEM

R

R

R

SINGLE FACE EXIT LIGHT, ARROW DENOTES DIRECTIONOF EGRESS, NO ARROW DENOTES NO EGRESS DIRECTIONDOUBLE FACE EXIT LIGHT, ARROW DENOTES DIRECTION OFEGRESS, NO ARROW DENOTES NO EGRESS DIRECTION

EXOTHERMIC WELD FROM COUNTERPOISE TO STRUCTURAL STEEL

DUPLEX RECEPTACLE, NEMA 5-20R, WITH GND FAULT CKT INTERRUPTER,18" AFF UONSINGLE SPECIAL PURPOSE RECEPTACLE, "X" INDICATES NEMA STYLEIN SCHEDULE

MULTIOUTLET ASSEMBLY, SURFACE MOUNTED, NEMA 5-15RRECEPTACLESON "X" INCH CENTERS

WALL SWITCH, 20A, 120/277V RATED, (AC ONLY), SINGLE POLESINGLE THROW, MOUNT 46" AFF UON

WALL SWITCH, 20A, 120/277V RATED, (AC ONLY), THREE WAY (SINGLEPOLE DOUBLE THROW), MOUNT 46" AFF UON

WIRING RUN CONCEALED IN CEILING OR WALL. CONDUCTORSIZES ARE NOTED IN THE PANEL SCHEDULES. ARROWHEAD DENOTESHOMERUN. "X" INDICATES PANELNAME AND CIRCUIT NUMBER. ALL CONDUITS SHALL HAVE A GREEN EQUIPMENTGROUNDING CONDUCTOR

FEEDER AND/OR CIRCUIT IDENTIFIER SYMBOL. SEE SCHEDULE FOR WIRE ANDCONDUIT SIZES

UNDERGROUND CONDUIT AND CONDUCTORS. CONDUIT QUANTITY SHOWN INPOSITION "X". CONDUIT SIZE SHOWN IN POSITION "Y". CONDUCTOR SIZE ANDQUANTITY AS SHOWN

(A) CLOSED SWITCH WITH TIME DELAYCLOSING (TDC) AFTER DE-ENERGIZATION(B) OPEN SWITCH WITH TIME DELAYOPENING (TDO) AFTER DE-ENERGIZATION

(A) CLOSED SWITCH WITH TIME DELAYOPENING (TDO) AFTER ENERGIZATION(B) OPEN SWITCH WITH TIME DELAYCLOSING (TDC) AFTER ENERGIZATION

LIQUID LEVEL ACTUATED SWITCH(A) OPENING ON RISING LEVEL(B) CLOSING ON RISING LEVEL

PRESSURE OR VACUUM ACTUATED SWITCH(A) OPENING ON RISING PRESSURE(B) CLOSING ON RISING PRESSURE

(A) TEMPERATURE ACTUATEDSWITCH-OPENING ON RISING TEMPERATURE(B) TEMPERATURE ACTUATEDSWITCH-CLOSING ON RISING TEMPERATURE

(A) LIMIT SWITCH-NORMALLY CLOSED(B) LIMIT SWITCH-NORMALLY CLOSED-HELDOPEN(A) LIMIT SWITCH-NORMALLY OPEN(B) LIMIT SWITCH-NORMALLY OPEN-HELDCLOSED(A) FLOW ACTUATED SWITCH-OPENING ONINCREASE IN FLOW(B) FLOW ACTUATED SWITCH-CLOSING ONINCREASE IN FLOW

X

XXXHP

HEAVY LINE INDICATES WIRING REMOTE FROM DEVICE.

XXX

XXPLC INPUT/OUTPUT, WHERE XX=DO IS DIGITAL OUTPUT,AND XX=DI IS DIGITAL INPUT

CIRCUIT BREAKER , MOLDED CASE, TRIP CURRENT (A)AND QUANTITY OF POLES (P) SHOWN.LSIG DENOTES:

L - LONGTIME S - SHORT TIME I - INSTANTANEOUS

G - GROUND

DISCONNECT SWITCH, NON-FUSED, LOAD BREAK, "1200A,3P" INDICATES A "1200 AMPS, 3 POLE SWITCH"DISCONNECT SWITCH, FUSED, LOAD BREAK, FUSE AMPERERATING (NUMERAL) AND U.L. CLASS SHOWN NEXT TO SYMBOL

GROUNDING CONNECTION. WHEN USED WITH TRANSFORMERWINDING SYMBOL IT DENOTES A NEUTRAL GROUNDINGCONNECTION (ON SECONDARY SIDE ONLY)

POWER TRANSFORMER, kVA RATING, WINDING VOLTAGES,AND CONNECTIONS ARE SHOWN NEXT TO SYMBOL

1.

2.

3.

EQUIPMENT FAULT CURRENTRATINGS INDICATED ARE BASED ONUTILITY TRANSFORMER IMPEDANCENOTED ON ONE-LINE DIAGRAM.NOTIFY ENGINEER IMMEDIATELY IFACTUAL TRANSFORMER IMPEDANCEIS DIFFERENT THAN INDICATED.

NEW EQUIPMENT AND CIRCUITINGSHOWN WITH DARK LINE WEIGHT.EXISTING EQUIPMENT ANDCIRCUITING SHOWN WITH LIGHT LINEWEIGHT.

NEMA AREA TYPES DEFINED PERCURRENT REVISION OF NEMA 250.

GENERAL NOTES:

EM EMERGENCY MANUAL ALARM PUSH BUTTON

SURGE PROTECTIVE DEVICESPD

LINE REACTOR

R

LLOCAL-OFF-REMOTESELECTORSWITCH

ETM ELAPSED TIME METER

ANTENNA

AUTOMATIC TRANSFER SWITCHATS

PROGRAMMABLE LOGIC CONTROLLERPLC

TWISTED SHIELDED PAIRTSP

VARIABLE FREQUENCY CONTROLLERVFC

NATIONAL ELECTRICALMANUFACTURERS ASSOCIATION

USED WITH A NUMERAL WHICHDENOTES HEIGHT OF ITEM ABOVEFINISHED FLOOR LEVEL

SURFACE OR PENDANT EMERGENCY FLUORESCENTFIXTURE WITH BATTERY BALLASTRECESSED EMERGENCY FLUORESCENTFIXTURE WITH BATTERY BALLAST

RGS RIGID GALVANIZED STEEL

NOT TO SCALENTS

CALCULATEDCALC

MOTORIZED DAMPERMD

1200A3P

LSIG

EXTERIOREXT

CONTROL PANELCP

NON-FUSEDNF

DISCHARGE VALVEDV

SECURITY SYSTEM SYMBOLS

KEYPADK

INTERCOMI

OVER LOADOL

RVSS REDUCED VOLTAGE SOLID STATE

SOLID STATESSDATA PORT, RECESSED MOUNTED 18" AFF UON

MOTOR CONTROLLER

MANHOLEM

ZCONCRETE ENCASED CONDUIT (DUCT) SYSTEM. QUANTITY OF CIRCLES INSYMBOL DENOTES QUANTITY AND ARRANGEMENT OF CONDUITS. CONDUITSIZE IN INCHES SHOWN IN POSITION "Z". DARKENED CIRCLE DENOTESCONDUIT WITH CONDUCTORS. CIRCLE WITH NOTHING INSIDE DENOTES EMPTYCONDUIT

HARMONIC CORRECTION UNITHCU

CONTROL STATIONCS

DISCONNECT SWITCHDS

AUTOMATIC TRANSFER SWITCHWITH BYPASS ISOLATION

N E

L

PB

SURFACE OR PENDANT FLUORESCENT FIXTURE W/ OCCUPANCY SENSOR

INTEGRAL OCCUPANCY SENSOR AND RELAY

THERMOSTATT-STAT

PM PHASE MONITOR

PHASE MONITORPM

WP WEATHERPROOF

GROUNDING SYMBOLS

L

AIR TERMINAL

LIGHTNING PROTECTION CONDUCTOR

M

C

PRESSURE SWITCH (N.C.) (OPENS ON PRESSURE RISE)

PRESSURE SWITCH (N.C.) (OPENS ON PRESSURE DROP)

TEMPERATURE SWITCH (N.C.) (OPENS ON TEMPERATURE DROP)

MOTOR STARTER COIL

NORMALLY OPEN CONTACT

NORMALLY CLOSED OR OVERLOAD CONTACT

CONNECTED CONDUCTORS

OPEN SWITCH WITH TIME DELAY CLOSING

OPEN SWITCH WITH TIME DELAY OPENING

ELECTRICAL SYMBOLS

CONTROL RELAY COIL

X


UP

M M M M

M

DN

UP

UP

UP

LS1-P-1LS1-P-2LS1-P-3LS1-P-4

LS1-GR-2 LS1-GR-1

TO VFCABOVE

TO VFCABOVE

CONTROLVALVE

MCC4502-4S

TO VFC ABOVE

UP TO CONTROLPANEL ABOVE,SEE E102

UP TO CONTROL PANEL ABOVE,SEE E102

VFC4501VFC4502VFC4503VFC4504

1

22

LS1-PV-9

M4501M4502M4503M4504

55

6

5M301

LP-74

3

LS-FE-2

LS-FE-1

LASE

EVNE

DFO

R

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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A. SCHNECKLOTH

K. SPARROW

01

POWER FLOORPLANS SHT 1 OF 2

E101

201524853

201313641

1/4" = 1'-0"M301 E101

PIT LEVEL POWER PLAN1

1. ROUTE CONDUIT BETWEEN EQUIPMENT AND WALLOVERHEAD.

2. REFER TO DRAWING E301 FOR MCC DETAILS.

THIS AREA IS RATED TO CLASS 1 DIVISION II PERNFPA 820.

3-#12, #12 GND, 1"C.

2-#12, #12 GND, 3/4"C.

2-#12, #12 GND, 3/4"C.USE EXISTING CONDUIT FROM DEMO EXTENTS,AND EXTEND AND REWORK AS NECESSARY.

480V, 3P, NF, 400A

480V, 3P, NF, 30A

N

NOTES:

KEYED NOTES:

1

2

3

4

1/4" = 1'-0"M301 E101

INTERMEDIATE LEVEL POWER PLAN2

N

5

6


DN

DN

COMPUTER CABINET

MCP 4500

VFC 4504 VFC 4503 VFC 4502 VFC 4501

MAU-4501BMAU-4501A

CU-4501

MCC4502-4P

MCC4502-4JMCC4502-3I

WP

MCC4502-4G MCC4502-4D

CP-4502 CP-4501

3 3

2

1

5

4

MDS 4501

MCC 4502

6

6

TO RECEPTACLE ABOVE,SEE DETAIL 2, THIS SHEET

MAU-4502

AHU-4501

MCC4502-4M

MCC4502-2U

LASE

EVNE

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DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

C:\R

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17 DECEMBER 2015

A. SCHNECKLOTH

K. SPARROW

01

POWER FLOORPLANS SHT 2 OF 2

E102

201524853

201313641

1/4" = 1'-0"M301 E102

GROUND LEVEL POWER PLAN1

N

1. REFER TO DRAWING E301 FOR MCC DETAILS.

CONDUITS DOWN TO GRINDERS SHALL MEET NECARTICLE 501 WIRING METHODS.

THIS AREA IS RATED TO CLASS 1 DIVISION II PERNFPA 820.

SERVICE RECEPTACLE TO BE PROVIDED INTEGRALTO MAU. SEE SPECIFICATION 237423.16.

GRINDER CONTROL PANELS (SUPPLIED BYGRINDER VENDOR) LOCATED ON MECHANICALLEVEL ABOVE WET WELL. COORDINATELOCATIONS OF GRINDER PANELS WITH NEWDUCTWORK. CONSULT OWNER REGARDING FINALLOCATIONS. SEE GRINDER SPECIFICATION FORCONTROL PANEL DETAILS.

2-#12, #12 GND, 3/4"C.CONNECT NEW RECEPTACLE TO EXISTINGRECEPTACLE CIRCUIT AT MEZZANNINE LEVELRECEPTACLE. INSTALL SLEEVES AND SEALS FORWALL PENETRATIONS PER SPECIFICATIONS.

480V, 3P, NF, 30A

NOTES:

KEYED NOTES:

1

2

3

4

5

6

1/4" = 1'-0"M301 E102

MEZZANINE LEVEL POWER PLAN2

N


M

M

M

M

M

EXISTINGEF-4503

EXISTINGEF-4502

EXISTINGEF-4501

MCC4502-3L

LP-4

LP-8

LP-10

LP-28, 30

EF-4504

EF-4508

EF-4505

EF-4506

EF-4507

1

5

55

5

EXISTINGEF-4503

EXISTINGEF-4502

EXISTINGEF-4501

EF-4508

EF-4505

EF-4507

2

22 2 2

2

2

2

333

3

2 2

3

3

3

3

L LLLLL

LL

LL

L L L L L L

LL

LL

L

L

L

L

LLL

L

L

LL

L

L

L

L

L

L

L

L

L

4

4

4

4

44

4

4

LASE

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CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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01

ROOF ELECTRICALFLOOR PLANS

E103

201524853

201313641

1/4" = 1'-0"M301 E103

ROOF LEVEL POWER PLAN1

N

NOTES:

1. ALL FANS HAVE BEEN REPLACED ON THE SAMELOCATION. REUSE EXISTING CONDUIT ANDEXTEND AS NECESSARY.

2. REFER TO DRAWINGS E301 AND E602 FOR MCCAND LP DETAILS.

3. REWORK LIGHTNING PROTECTION SYSTEM ASNECESSARY TO OBTAIN CERTIFIED LIGHTNINGPROTECTION SYSTEM. THE SCOPE SHOWN ISTHE REQUIRED MINIMUM WORK.

KEYED NOTES:

PROVIDE AND INSTALL NEW 240V, 30A, 2P, NON-FUSED DISCONNECT. MOUNT DISCONNECT ONEXISTING RACK.

CONNECT ALL NEW AIR TERMINALS TO EXISTINGCONDUCTOR GRID. USE BIMETALLICCONNECTORS, WHERE REQUIRED, TO CONNECTDISSIMILAR METALS.

INSTALL NEW AIR TERMINAL AND ALUMINUMCONDUCTOR TO BIMETALLIC CONNECTOR.

EXISTING BIMETALLIC CONNECTOR.

PROVIDE AND INSTALL NEW 240V, 30A, 2P, NON-FUSED DISCONNECT ON NEW UNISTRUT RACK.UNISTRUT RACK TO MATCH EXISTING RACK FOREF-4507.

1

2

3

4

1/4" = 1'-0"M301 E103

ROOF LEVEL LIGHTNING PROTECTION PLAN2

N


5

UP

M M M M

M

DN

UP

UP

UP

VFC4501VFC4503VFC4502

VFC4504

1 1 1

1

MCP4500

2

LS1-P-1LS1-P-2LS1-P-3LS1-P-4

LS1-PV-9

M4504

M4503 M4502 M4501

5

VFC4504

VFC4503

5

VFC4502

5

VFC4501

5

5M301

MCP45004

3

LS-FE-2

LS-FE-1

LASE

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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01

INSTRUMENTATION& CONTROL FLOORPLANS SHT 1 OF 2

E104

201524853

201313641

1/4" = 1'-0"M301 E104

PIT LEVEL INSTRUMENTATION PLAN1

N

KEYED NOTES:

2-#14, 3/4"C FROM MOTOR TEMPERATURESWITCHES (TSH-45XX) TO VFC.

12#14, 3/4"C.

1-#16TSP, 3/4"C.

2-#16TSP, 3/4"C.

2#14, 3/4"C. FROM PUMP TEMPERATURE SWITCHES(TSH-45XXP) TO VFC.

1

2

3

4

1/4" = 1'-0"M301 E104

INTERMEDIATE LEVEL INSTRUMENTATION PLAN2

N

5


DN

DN

COMPUTER CABINET

MCP 4500

VFC 4504 VFC 4503 VFC 4502 VFC 4501

GRINDER CONTROLPANELSCP-4501 & CP-4502

MCP4500

MCP4500 MCP4500 MCP4500 MCP4500

4

3

11

1 1

2

MDS 4501

MCC 4502

5

MCC4502-2U

MAU-4502

LASE

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

1/4" = 1'-0"

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01

INSTRUMENTATION& CONTROL FLOORPLANS SHT 2 OF 2

E105

201524853

201313641

1/4" = 1'-0"M301 E105

GROUND LEVEL INSTRUMENTATION PLAN1

N

NOTES:

KEYED NOTES:

1.

2.

3.

2-#16TSP, 3/4"C8-#14, 3/4"CUSE EXISTING CONDUIT AS MUCH AS POSSIBLE.REWORK AND EXTEND AS NECESSARY.

3-#14, 3/4"C

6-#14, 3/4"CUSE EXISTING CONDUIT AS MUCH AS POSSIBLE.REWORK AND EXTEND AS NECESSARY.

GRINDER CONTROL PANEL ON MECHANICALLEVEL ABOVE WET WELL.

2-#14, 3/4"C.MAU-4502 TO MCC4502-2U FOR EXHAUST FANSTART SIGNAL.

PLC I/O ASSIGNMENTS SHALL BE PERFORMED BYSERPENTIX. THE I/O LIST ON SHEET E602 INDICATESTHE TYPE OF I/O REQUIRED BY EACH SIGNAL.

CONTRACTOR TO BRING ALL WIRING TO PLCCABINET. LEAVE 10 FEET OF CONDUCTOR COILEDAT BOTTOM OF ENCLOSURE. LABEL CONDUCTORSWITH DEVICE NUMBER AND FUNCTION (E.G.VFC4510 SPEED REF.) AS INDICATED ON I/OSCHEDULE.

ALL PLC ENCLOSURE TERMINATIONS, PLCPROGRAMMING, AND SCADA PROGRAMMING BYSERPENTIX.

FOUR TEMPERATURE SWITCHES ON THE MAINLEVEL ARE CURRENTLY WIRED TO THE PLC, BUT NOPROGRAMMING EXISTS. ALARMS SHALL BEPROGRAMMED TO TRIGGER FROM THESE INPUTS,WITH USER CONFIGURABLE SETPOINTS VIA HMI ORSCADA COMPUTER.

1

2

3

4

5

4.

1/4" = 1'-0"M301 E105

MEZZANINE LEVEL INSTRUMENTATION PLAN2

N


4x3

WIREWAY

CB

3 x 3 WIREWAY

3 x 3 WIREWAY

SPARE

TB'STB'SIR'S

SA2 x 3 WIREWAY

RACK 2

4 x 3 WIREWAY

2x3

WIREWAY

4 x 3 WIREWAY

2 x 3 WIREWAY

TERMINAL BLOCKS

PS TB'SRACK 1

ALLEN BRADLEY SLC500 PLC SYSTEM0"

0" 36" 69"

69"

0"

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

2x3

WIREWAY

50 TERMINALSTYPICAL

GNDBAR

ANALOG ANALOG 120V 120V 120V 120V

6

7

8

MAU-4501B

MAU-4502

MAKE UP AIR UNIT MAU-4501A

GENERATOR CONTROL POWER

MATERIAL:GRAVOPOLY-II BLACK FIELD WITH WHITE 3/16" LETTERS

MCC4502 LEGEND SCHEDULE:

NP1

NP2

NP3

NP4

NP5

NP6

NP7

NP8

NP9

NP10

NP11

NP12

NP13

NP14

NP15

NP16

NP17

NP18

NP19

NP20

NP21

NP22

NP23

NP24

NP25

NP26

NP27

OT5

OT6

OT7

OT1

OT2

OT3

OT4

NP32

IDENT SIZE LINE-1 LINE-2

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

2-1/8 SQ.

2-1/8 SQ.

2-1/8 SQ.

2-1/8 SQ.

2-1/8 SQ.

2-1/8 SQ.

2-1/8 SQ.

2-1/2X3-1/2

PHASE MONITOR

ELECTRIC HOIST

HVAC CONTROL

LIGHTING CONTACTOR

INCOMING POWER MAIN LUGS

SERVICE WATER PUMP

SERVICE WATER PUMP

BLANK

BLANK

EXHAUST FAN

GENERATOR CONTROL POWEREXHAUST FAN

EXHAUST FAN

EXHAUST FAN

AIR HANDLING UNIT

SUMP PUMPS

ELECTRIC HOIST

GRINDER

GRINDER

MAKEUP AIR UNIT

MAKEUP AIR UNIT

AIR COOLER CONDENSING UNIT

15KVA TRANSFORMER FEEDER

PANELBOARD LP

RUN

OFF

HAND - OFF - AUTO

ELAPSED TIME

EF4501

EF4502

EF4503

LC-B

H4502

480 V 3 PHASE 3 WIRE

P4507

P4508

EF4501

EF4502

EF4503

EF4507

P4509/P4510

H4501

CP4501 (LS1-GR-1)

CP4502 (LS1-GR-2)

CU4501

1 - 2 - 3

1 - 2 - 3

1 - 2 - 3

HAND - OFF - AUTO

0" 20" 40" 60" 80" 105"0"

12"

21"

24"

30"

36"

42"

48"

54"

60"

66"

72"

75"

84"

90"

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

SECTION-1 SECTION-2 SECTION-3 SECTION-4 SECTION-5

MOTOR CONTROL CENTER MCC4502

NP1

NP2

NP3

NP4

NP5

NP6

NP7

NP8

NP9

NP10

NP11

NP12

NP13

NP14

NP15

NP16

NP17

NP18NP26

NP25

NP24

NP23

NP22

NP21

NP20

NP19 NP27

LP

4A

4D

4G

4J

4M

4P

4S

4V3V

3P

3L

3I

3E

3A2A

2E

2I

2M

2Q

2U 5A

1A

1D

1G

1K

10

1S

NP32 NP32

NP32

NP32

NP32

NP32

NP32

NP32

NP32

OT1

OT2

OT3

OT5OT6

OT7

MCC IS 20 INCHES DEEP WITH NEMA-12 RATING

T3

1

2

2

2

5AHU4501

CONTROL VALVE LS1-PV-9 3

NP1

NP2

NP3

NP4

NP5

NP6

NP7

NP8

NP9

NP10

NP11

NP12

NP13

NP14

NP15

NP16

NP17

NP18

NP19

NP20

NP21

IDENT SIZE

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

1 X 6

LINE - 1

PRIMARY SOURCE NO. 1



BLANK

BLANK

BLANK

MOTOR CONTROL CENTER

VARIABLE SPEED DRIVE


AUTOMATIC TRANSFER CONTROLS

NORMAL BUS INSTRUMENTS

BLANK

BLANK

BLANK





BLANK

BLANK


LINE - 2

UTILITY METERING SECTION

CONTROL TRANSFORMER

MAIN CIRCUIT BREAKER

MCC4502 FEEDER

VFC4501 FEEDER

VFC4502 FEEDER

VFC4503 FEEDER

VFC4504 FEEDER

CONTROL TRANSFORMER

MAIN CIRCUIT BREAKER

UTILITY METERING SECTION

MATERIAL: GRAVOPOLY - ID BLACK FIELD WITH WHITE 3/16" LETTERS

MDS4501 LEGEND SCHEDULE

NP1 NP2

NP3

NP4

NP5

NP6

NP7

NP8

NP9

NP10

NP11

NP12

NP13

NP14

NP15

NP16

NP17

NP18

NP19

NP20

NP21

91.5"

36" 22" 22" 22" 22" 22" 36"

1A

1B

1C

1D

2A

2B

2C

2D 3D

3C

4D 5D

4C 5C

5B4B3B

4A 5A

MAIN DISTRIBUTION SWITCHGEAR MDS4501

SWITCHGEAR IS 66 INCHES DEEP

182"

4

4

4

4

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NTS

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01

ELECTRICALSECTIONS

E301

201524853

201313641

KEYED NOTES:

USE SPARE BREAKER IN UNIT MCC-3I FOR MAU-4501A FEEDER. PROVIDE NEW NAMEPLATE PERNAMEPLATE SCHDULE.

REUSE EXISTING UNIT FOR NEW EQUIPMENT.

AC4501 UNIT WILL BE USED FOR CONTROL VALVEAFTER COMPRESSOR DEMOLITION.

REPLACE BREAKER IN EXISTING SWITCHBOARDUNIT.

REPLACE STARTER UNIT WITH FEEDER UNIT INEXISTING MCC SPACE.

SERPENTIX TO PROVIDE, INSTALL, AND WIRENEW 24VDC, 10A POWER SUPPLY TO MEET DIASTANDARDS.

SERPENTIX TO PROVIDE, INSTALL, AND WIRENEW RELAYS IN THE FOLLOWING QUANTITIES:18 IDEC RH2B-UL120VAC8 IDEC RH4B-UL120VAC5 IDEC RTE TIMER RELAY2 GEMS ST-224452 GEMS FLOAT CONTROL SWITCH

SERPENTIX TO PROVIDE, INSTALL, AND WIRENEW SURGE PROTECTIVE DEVICE WHICH MEETNEC AND UL STANDARDS.

1

2

3

4

5

NOT TO SCALEE301

MAIN CONTROL PANEL MCP4500 BACKPANEL LAYOUT3

6

7

8

NTSE301

MCC4502 SECTION2

NTSE301

MDS4501 SECTION1


GROUNDING STRAPS ORCABLE TO EARTH GROUND

GROUNDING STRAPS(#6 AWG. MIN.)

GROUNDING RING(TYP. OF 2)

LASE

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AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

12" = 1'-0"

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01

ELECTRICALSTANDARD

DETAILS

E501

201524853

201313641

NOT TO SCALEE501

MAGNETIC FLOWMETER GROUNDING DETAIL1


M-4501(LS1-P-1)

M-4502(LS1-P-2)

M-4503(LS1-P-3)

M-4504(LS1-P-4)

150AT 300AT 300AT 300AT 300AT 800AT

750 kVA13.2 kV - 480Y/277V

1600AF800AT

SWGR/SWBD

600AF

1600A 3PH, 4W, 480V, 50KAIC

750 kVA13.2 kV - 480Y/277V

MCC

H4502ELECTRICHOIST

100AF15AT3P

MCC-4502 SQUARE D, MODEL 5

100AF30AT3P

MDS-4501 SQUARE D (INCOMING SWGR IS POWER-ZONE III; SWBD IS QED LINE)

400AF 400AF 400AF 400AF 1600AF

30AF3PNEMA 3R

600A, 3PH, 3W, 480V, 65KAIC

MCP7A3P

MCP7A3P

MCP30A3P

MCP30A3P

MCP15A3P

MCP15A3P

MCP15A3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF15AT3P

100AF20AT3P

UTILITYFEED #1

SPD DMS

UTILITYFEED #2

PM HVACCS

LTGCS

1


5HP

30A3PNEMA 12

1 1

EF-4501EXHAUSTFAN

5HP

30A3PNEMA 3R

CP4590

3/4 3/4

30A3PNEMA 12

1


5HP

30A3PNEMA 12

1

SPARE SPARE

1

EF-4502EXHAUSTFAN

5HP

30A3PNEMA 3R

30A3PNEMA 12

1

P4509SUMPCONTROL

P4510PUMPPANEL

H4501ELECTRICHOIST

VFC4501

150

VFC4502

VFC4503

VFC4504

150 150 150

CP4501

1 1 5

CP4502

1 1 5

CU4501

5 5

AHU-4501AIRHANDLINGUNIT

5HP

EF-4507EXHAUSTFAN

3/4HP

30A3PNEMA 3R

LS1-GR-1 LS1-GR-2

30A3PNEMA 3R

MAU-4501B

30A3PNEMA 12

MAU-4502

30A3PNEMA 3R

CU-4501

P5P5

P1

P1

P3

P4

P3

P4

P3

P4

P3

P4

P2

100AF15AT3P

2

3 3 3 3

MCP15A3P

1

EF-4503EXHAUSTFAN

5HP

30A3PNEMA 3R

1

P5

MCP15A3P

VALVEACTUATOR

1/2HP

100AF15AT3P

4 4

100AF30AT3P

MAU-4501A

30A3PNEMA 3R

P5 P5P5 P5 P5 P5 P5

P5 P5P5 P5P5 P5

PANELLP

15 kVA480V-208Y/120V

5

6 7

GENERATORCONTROLPOWER

400A3PNEMA 3R

P4 P4 P4 P4

400A3PNEMA 3R

400A3PNEMA 3R

400A3PNEMA 3R

30A3PNEMA 3R

1

CONDUIT ANDCONDUCTOR SCHEDULE

NO. DESCRIPTION

P1

P2

P3

P4

MDS-4501 LOAD SUMMARYLOAD TYPE CONNECTED kVA DEMAND FACTOR DEMAND kVA

MCC (EXISTING) 102.81 0.59 60.80

PUMP #1 - M4501

PUMP #3 - M4503

PUMP #4 - M4504

TOTAL KVA

AMPS AT 480V

LARGEST MOTOR FLA X 0.25

FEEDER AMPS

EXISTING (2 SETS(4-600 KCMIL, #4/0 GND))

EXISTING (3-#1/0, #6 GND)

3-250 KCMIL, #3 GND, 2.5"C

3-#4/0, #3 GND, 2.5"C

P5 3-#12, #12 GND, 3/4"C

149.65 1.00 149.65

PUMP #2 - M4502 149.65 149.65

149.65 149.65

149.65 0 0

0 00

701

844

180

1024

0.25

658

45

613

510

MCC 4502 LOAD SUMMARYLOAD TYPE CONNECTED kVA DEMAND FACTOR DEMAND kVA

ELECTRIC HOIST - H4502 (5HP assumed)(50VA CPT) 6.37 0.10 0.64

SERVICE WATER PUMP - P4508 (5HP,FLA=6.4)(100VA CPT)

EXHAUST FAN - EF4501 (5HP, FLA=7.6)(100VA CPT)

AIR HANDLING UNIT - AHU4501(3HP,FLA=4.5)(100VA CPT)

EXHAUST FAN - EF4502 (5HP,FLA=7.6)(100VA CPT)

EXHAUST FAN - EF4503 (5HP,FLA=7.6)(100VA CPT)

EXHAUST FAN - EF4507 (3/4HP,FLA=1.4)(100VA CPT)

SUMP PUMPS - P4509/P4510 (3/4HP, FLA=1.5)

ELECTRIC HOIST - H4501 (5HP assumed)(50VA CPT)

GRINDER - LS1-GR-1 (5HP +2*1 HP, 100VA)

MAKEUP AIR UNIT - MUA-4501A (1HP)(100VA CPT)

0

TOTAL KVA

AMPS AT 480V

LARGEST MOTOR FLA X 0.25

FEEDER AMPS

5.42 1.00 5.42

SERVICE WATER PUMP - P4508 (5HP,FLA=6.4)(100VA CPT) 5.42 0 0

6.42 0.80 5.13

3.84 1.00 3.84

6.42 0.50 3.21

6.42 0.20 1.28

1.26 1.00 1.26

2.49 0.25 0.62

6.37 0.10 0.64

9.81 1.00 9.81

GRINDER - LS1-GR-2 (5HP +2*1 HP, 100VA) 9.81 0 0

1.85 1.00 1.85

MAKEUP AIR UNIT - MUA-4501B (3HP)(100VA CPT) 4.09 1.00 4.09

MAKEUP AIR UNIT - MUA-4502 (3HP)(100VA CPT) 0.10 1.00 0.10

CU4501 (2@5HP, FLA=6.5) 10.81 1.00 10.81

15KVA XFMR (FOR PANEL LP) 15.00 0.80 12.00

CONTROL VALVE - V45xx (1/2HP) 0.91 0.10 0.09

0

0

0

0

0

0

0

0

0

0

0

1.00

1.00

1.00

1.00

1.00

1.00

0

0

0

0

0

0

103

124

21

145

0.25

78

5

73

61

1.00

1.00

LASE

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CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NTS

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A. SCHNECKLOTH

K. SPARROW

01

ONE-LINE DIAGRAM

E601

201524853

201313641

NOT TO SCALEE601

ONE-LINE DIAGRAM1

1. SEE MDS AND MCC ELEVATIONS ON SHEET E301.

KEYED NOTES:

NOTES:

USE SPARE BREAKER IN UNIT MCC-3I FOR MAU-4501B FEEDER. PROVIDE NEW NAMEPLATE PERNAMEPLATE SCHEDULE.

AC4501 UNIT WILL BE SPARE AFTER MECHANICALEQUIPMENT REPLACEMENT.

REPLACE CIRCUIT BREAKER. MATCH EXISTINGSWITCHBOARD MANUFACTURER. CIRCUITBREAKER MODEL SHALL BE THAT WHICH ISCURRENTLY RECOMMENDED BY MANUFACTURERFOR INSTALLATION IN SWITCHGEAR MODEL.MATCH EXISTING KAIC RATING.

PROVIDE WIRING METHODS PER NEC ARTICLE 501FOR CONDUITS FROM CONTROL PANELS ONMECHANICAL LEVEL TO GRINDER MOTORS IN WETWELL.

PROVIDE NEW FEEDER UNIT IN PLACE OFDEMOLISHED STARTER UNIT.

EXTEND CONDUIT TO RELOCATED DISCONNECTSWITCH. INSTALL NEW CONDUCTORS FROM MCCTO DISCONNECT SWITCH.

EXTEND CONDUIT TO NEW DISCONNECT SWITCH.INSTALL NEW CONDUCTORS FROM MCC TODISCONNECT SWITCH.

1

2

3

4

5

6

7


S

N

MCB60/3

20A1

20A

MOTOR OPERATED DAMPERS SF4501

20A3

20A

UH4501 EF4504

20A5

20A

CP4570

EF4505

15A 20A

MAGMETER LS1-FE/FIT-1 & LS1-FE/FIT-2 EF4506

RECEPTACLE-PIT EF4508

20A 20A

RECEPTACLE-INTERMEDIATE LIGHTING-PIT

20A 20A

RECEPTACLE-WETWELL LIGHTING-INTERMEDIATE

RECEPTACLE-GROUND LIGHTING-WETWELL

20A 20A

RECEPTACLE-MEZZ SPARE

20A 20A

LIGHTING-GROUND LIGHTING-OUTDOOR/STAIR

MAIN CONTROL PANEL LIGHTING-MEZZ

20A 20A

GAS MONITOR SPARE

20A 20A

COMPUTER SPARE

SPARE

20A

SPARE

20A

SPARE

SPARE

20A

SPARE

SPACE

SPACE

PANELBOARD LPMCC4502 UNIT-5A

2

4

6

7

9

5

8

10

611 12

13 14

15 16

17 18

19 20

21 22

23 24

25 26

27 28

29 30

31 32

33 34

35 36

37 38

39 40

41 42

20A

GFIC

GFIC

20AGFIC

20A

20A

20A

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

20A

20A

20A

20A

SPARE

MI

TAG NUMBER

PUMP 1 - VFC4501 RUNNING

CONTROL SYSTEM I/O LIST (NEW SIGNALS ONLY)

DESCRIPTION SOURCE

4501 VFC DI

I/O

STATUS

UNITS SIGNAL REMARKS

MI PUMP 2 - VFC4502 RUNNING4502 VFC DI STATUS



MA PUMP 1 - M-4501 FAIL4501 VFC DI ALARM

VFC DI ALARM

VFC DI ALARM

VFC DI ALARM

VFC DI ALARM

VFC DI ALARM

VFC DI ALARM

VFC DI ALARM

VFC DI STATUS

VFC DI STATUS

VFC DI STATUS

VFC DI STATUS

MA PUMP 1 - M-4502 FAIL4502



YA PUMP 1 - VFC4501 FAIL4501




HS PUMP 1 - VFC4501 IN REMOTE4501




SI

SI

SI

SI

VFC AI RPM

VFC AI RPM

VFC AI RPM

VFC AI RPM

PUMP 1 - VFC4501 SPEED INDICATION4501

4502

4503

4504

PUMP 2 - VFC4502 SPEED INDICATION



4-20mA

4-20mA

4-20mA

4-20mA

SPAN: 0 - 100%

SPAN: 0 - 100%

SPAN: 0 - 100%

SPAN: 0 - 100%

SC

SC

SC

SC

PLC AO RPM

PLC AO RPM

PLC AO RPM

PLC AO RPM

PUMP 1 - VFC4501 SPEED CONTROL4501

4502

4503

4504

PUMP 2 - VFC4502 SPEED CONTROL



4-20mA

4-20mA

4-20mA

4-20mA

SPAN: 0 - 100%

SPAN: 0 - 100%

SPAN: 0 - 100%

SPAN: 0 - 100%

MI

MA

MI

MA

GR-1

GR-1

GR-2

GR-2 GRINDER 2 - GR4502 FAIL

GRINDER 2 - GR4502 RUNNING

GRINDER 1 - GR4501 FAIL

GRINDER 1 - GR4501 RUNNING LCP DI STATUS

LCP DI ALARM

LCP DI STATUS

LCP DI ALARM

ZIO

ZIC

YA

FCO

PV-9

PV-9

PV-9

PV-9 CONTROL VALVE OPEN COMMAND

CONTROL VALVE FAIL

CONTROL VALVE CLOSED

CONTROL VALVE OPEN MOV DI STATUS

MOV DI STATUS

MOV DI ALARM

PLC DO OPEN

FCC PV-9 CONTROL VALVE CLOSE COMMAND PLC DO CLOSE

FQIR

FQIR

4560

4561

FORCE MAIN 1 FLOW

FORCE MAIN 2 FLOW

4-20mA

4-20mA

FIT-1 AI

FIT-2 AI

MGD

MGD

RANGE: 0-15 MGD

RANGE: 0-15 MGD

HS PV-9 CONTROL VALVE IN REMOTE MOV DI STATUS

MC

MC

MC

MC

PLC DO ALARM

PLC DO

PLC DO

PLC DO

PUMP 1 - VFC4501 START/STOP4501

4502

4503

4504

PUMP 2 - VFC4502 START/STOP



ALARM

ALARM

ALARM

MQIR 4501

4502

PUMP 1 - M-4501 RUN-TIME TOTALIZATION HOURS

HOURS

SOFTWARE CALCULATED (PLC)

4503 HOURS

4504 HOURS

SCADA GRAPHIC

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

II

II

4501

4502

PUMP 1 - MOTOR CURRENT

PUMP 2 - MOTOR CURRENT

4-20mA

4-20mA

PLC AI

PLC AI

FLA

FLA

SPAN: 0-100%

SPAN: 0-100%

II 4503 4-20mAPLC AI FLA SPAN: 0-100%PUMP 3 - MOTOR CURRENT

II 4504 4-20mAPLC AI FLA SPAN: 0-100%PUMP 4 - MOTOR CURRENT

X

X

X

X

MQIR

MQIR

MQIR

PUMP 2 - M-4502 RUN-TIME TOTALIZATION






PUMP MOTOR CHANGEOVER TIME SETTING

PUMP MOTOR CHANGEOVER ALARM

GR-1 HOURS

GR-2 HOURS

X

X

MQIR

MQIR

GRINDER 1 RUN-TIME TOTALIZATION

GRINDER 2 RUN-TIME TOTALIZATION



GRINDER CHANGEOVER TIME SETTING

GRINDER CHANGEOVER ALARM

HOURS

ALARM

HOURS

ALARM

X

X

X

X

SCADA SOFTWARE ONLY

SCADA SOFTWARE ONLY

SCADA SOFTWARE ONLY

SCADA SOFTWARE ONLY

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

12" = 1'-0"

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17 DECEMBER 2015

A. SCHNECKLOTH

K. SPARROW

01

ELECTRICALSCHEDULES

E602

201524853

201313641

EQUIPMENT TO BE REPLACED. REUSEEXISTING CIRCUIT BREAKER ANDCONDUIT. EQUIPMENT TAG TOREMAIN AS SHOWN.

PROVIDE AND INSTALL NEW WIRING.2-#12, #12 GND, EXISTING C.

FLOWMETER TO BE REPLACED WITHTWO FLOW METERS. ADJUST TAG TOMATCH PANEL SCHEDULEDESCRIPTION.

PROVIDE NEW 20A, 2P BOLT ONBREAKER WITH LOCKING KIT. MATCHEXISTING MANUFACTURER AND KAICRATING.

NOT TO SCALEE602

PANELBOARD SCHEDULE1

1

4

1

1

1

KEYED NOTES:

2

2

2

2

2

3

3

NOT TO SCALEE602

CONTROL SYSTEM I/O LIST2

4


150HP

CB1

L3

L2

L1 65KAIC

FU1 LR1 VFC 4501 LR2

L3

L2

L1

P1

W

V

U

CM

START

AUTO

LR2

LR2

37

38

39

6

FAULT

RUN

33

34TO RELAYSBELOW

V+

SPEEDREF

COM

SPEEDREF

4-20MA

TSH-4501

P+

DCREACTOR

SH SH

(REMOTE)SPEEDPOT

I-10

AI1

COM

MDS460/3/60

FU3

460V

CPT

120V

6

2

1

R124

24FAN

A

FU4

6 POWER ON

6 76

SYSTEMENABLE

7ON-DELAY0-10 MIN

T1 RESTARTTIMER

COOLING FAN

8R268

CUSTOMERSAFETIES

9R5

R610

MC-4501REMOTESTART

11

T111

SUPP

R19

10

START RELAY

6

TSH-4501

3030 LATCH

SUPP

R2L

SUPP

UNLATCHR2U

MOTOR FAULTRELAY

6

RESET

3131

R232

32R

MOTOR FAULT

VFCVAULT

3333

SUPP

R

VFCFAULT

R3 VFCFAULT RELAY

VFCRUN

3434

SUPP

G

MOTOR ONVFC

R4 VFCRUNRELAY

SUPP

SUPP

R5 HAND MODERELAY

R6 AUTO MODERELAY

35

36

35

36

HANDOFF

AUTO

(REMOTE)

66

12 13 14 15 18 19 20 21 22 23

MOTORFAULTMA-4501

VFCFAULTYA-4501

MOTORRUNNINGMI-4501

HANDMODEHS-4501

AUTOMODEHS-4501

12R2

13 14R3

15 18R4

19 20R5

21 22R6

23 AUXILIARY CONTACTS FORCUSTOMER USE

M-4501

37

TSH-4501P

38LATCH

SUPP

R7L

SUPP

UNLATCHR7U

DUMP HIGHTEMP RELAY

RESET

39

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NO SCALE

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17 DECEMBER 2015

A. SCHNECKLOTH

K. SPARROW

01

CONTROLSCHEMATICS SHT 1

OF 2

E603

201524853

201313641

EQUIPMENT TO BE REPLACED. REUSE EXISTINGBUCKET AND CONDUIT. PROVIDE AND INSTALLNEW WIRING. TAG TO REMAIN UNLESSOTHERWISE NOTED.

PROVIDE NEW WIRING FROM NEW DISCONNECTSWITCH TO NEW EXHAUST FAN.

PROVIDE NEW NEMA 3R, 30A, NON-FUSEDDISCONNECT SWITCH.

CONNECT NEW MAU-4502 ON COMMAND OUTPUTTO MCC4502-3L CONTROL CIRCUIT FOR EF4507.SEE ALSO SHEET E106.

TSH-4501P LOCATED ON PUMP CASE, IF SUPPLIEDBY PUMP MANUFACTURER.

GND

3/4HP

30A

FLA=4.5

DISC SWNEMA-3R

GND BUS

LUGS ONSTARTER

T1

T2

T3

OL1

OL2

OL3

AR2.46

M-4507

SIZE-1

L1

L2

L3

480V

H3 H2

1A

H4H1

1AKTK-R

MCP3A

AØ

BØ

CØ

STABS

480VERTBUS

EXHAUST FAN EF4507MCC4502 UNIT-3L

FRN-R

X1120V

HS-4507

CPT100VA

3L1 1A

3L1 3L1 3L2

CR-PMR-1

MCC4502 UNIT-1C

3L23L2

HANDOFF

AUTO

XOO

OOX

X2

3L3M-4507 3ØOL

M

3L1

M-4507

AUX

M-4507

AUX

3L5

3L6

KQI-4507

RTM

RUNQL-4507A

R

OFFQL-4507B

G

3L3

3L4

(BY OTHERS)

FIELD

MAKEUP AIR UNIT MAU4502

-

-3L4

SEE SHT E110

1

KEYED NOTES:

2

3

4

5

3

1 2

4

NO SCALEE603

CONTROL SCHEMATIC VFC-45011

5


150HP

CB1

L3

L2

L1 65KAIC


L3

L2

L1

P1

W

V

U

CM

START

AUTO

LR2

LR2

37

38

39

6

FAULT

RUN

33

34TO RELAYSBELOW

V+

SPEEDREF

COM

SPEEDREF

4-20MA

TSH-4502

P+

DCREACTOR

SH SH

(REMOTE)SPEEDPOT

I-10

AI1

COM

MDS460/3/60

FU3

460V

CPT

120V

6

2

1

R124

24FAN

A

FU4

6 POWER ON

6 76

SYSTEMENABLE

7ON-DELAY0-10 MIN

T1 RESTARTTIMER

COOLING FAN

8R268

CUSTOMERSAFETIES

9R5

R610

MC-4502REMOTESTART

11

T111

SUPP

R19

10

START RELAY

6

TSH-4502

3030 LATCH

SUPP

R2L

SUPP

UNLATCHR2U

MOTOR FAULTRELAY

6

RESET

3131

R232

32R

MOTOR FAULT

VFCVAULT

3333

SUPP

R

VFCFAULT

R3 VFCFAULT RELAY

VFCRUN

3434

SUPP

G

MOTOR ONVFC

R4 VFCRUNRELAY

SUPP

SUPP

R5 HAND MODERELAY

R6 AUTO MODERELAY

35

36

35

36

HANDOFF

AUTO

(REMOTE)

66

12 13 14 15 18 19 20 21 22 23

MOTORFAULTMA-4502

VFCFAULTYA-4502

MOTORRUNNINGMI-4502

HANDMODEHS-4502

AUTOMODEHS-4502

12R2

13 14R3

15 18R4

19 20R5

21 22R6

23

AUXILIARY CONTACTS FORCUSTOMER USE

M-4502

37

TSH-4502P

38LATCH

SUPP

R7L

SUPP

UNLATCHR7U

DUMP HIGHTEMP RELAY

RESET

39

150HP

CB1

L3

L2

L1 65KAIC


L3

L2

L1

P1

W

V

U

CM

START

AUTO

LR2

LR2

37

38

39

6

FAULT

RUN

33

34TO RELAYSBELOW

V+

SPEEDREF

COM

SPEEDREF

4-20MA

TSH-4503

P+

DCREACTOR

SH SH

(REMOTE)SPEEDPOT

I-10

AI1

COM

MDS460/3/60

FU3

460V

CPT

120V

6

2

1

R124

24FAN

A

FU4

6 POWER ON

6 76

SYSTEMENABLE

7ON-DELAY0-10 MIN

T1 RESTARTTIMER

COOLING FAN

8R268

CUSTOMERSAFETIES

9R5

R610

MC-4503REMOTESTART

11

T111

SUPP

R19

10

START RELAY

6

TSH-4503

3030 LATCH

SUPP

R2L

SUPP

UNLATCHR2U

MOTOR FAULTRELAY

6

RESET

3131

R232

32R

MOTOR FAULT

VFCVAULT

3333

SUPP

R

VFCFAULT

R3 VFCFAULT RELAY

VFCRUN

3434

SUPP

G

MOTOR ONVFC

R4 VFCRUNRELAY

SUPP

SUPP

R5 HAND MODERELAY

R6 AUTO MODERELAY

35

36

35

36

HANDOFF

AUTO

(REMOTE)

66

12 13 14 15 18 19 20 21 22 23

MOTORFAULTMA-4503

VFCFAULTYA-4503

MOTORRUNNINGMI-4503

HANDMODEHS-4503

AUTOMODEHS-4503

12R2

13 14R3

15 18R4

19 20R5

21 22R6

23


M-4503

37

TSH-4503P

38LATCH

SUPP

R7L

SUPP

UNLATCHR7U

DUMP HIGHTEMP RELAY

RESET

39

150HP

CB1

L3

L2

L1 65KAIC


L3

L2

L1

P1

W

V

U

CM

START

AUTO

LR2

LR2

37

38

39

6

FAULT

RUN

33

34TO RELAYSBELOW

V+

SPEEDREF

COM

SPEEDREF

4-20MA

TSH-4504

P+

DCREACTOR

SH SH

(REMOTE)SPEEDPOT

I-10

AI1

COM

MDS460/3/60

FU3

460V

CPT

120V

6

2

1

R124

24FAN

A

FU4

6 POWER ON

6 76

SYSTEMENABLE

7ON-DELAY0-10 MIN

T1 RESTARTTIMER

COOLING FAN

8R268

CUSTOMERSAFETIES

9R5

R610

MC-4504REMOTESTART

11

T111

SUPP

R19

10

START RELAY

6

TSH-4504

3030 LATCH

SUPP

R2L

SUPP

UNLATCHR2U

MOTOR FAULTRELAY

6

RESET

3131

R232

32R

MOTOR FAULT

VFCVAULT

3333

SUPP

R

VFCFAULT

R3 VFCFAULT RELAY

VFCRUN

3434

SUPP

G

MOTOR ONVFC

R4 VFCRUNRELAY

SUPP

SUPP

R5 HAND MODERELAY

R6 AUTO MODERELAY

35

36

35

36

HANDOFF

AUTO

(REMOTE)

66

12 13 14 15 18 19 20 21 22

23

MOTORFAULTMA-4504

VFCFAULTYA-4504

MOTORRUNNINGMI-4504

HANDMODEHS-4504

AUTOMODEHS-4504

12R2

13 14R3

15 18R4

19 20R5

21 22R6


M-4504

37

TSH-4504P

38LATCH

SUPP

R7L

SUPP

UNLATCHR7U

DUMP HIGHTEMP RELAY

RESET

39

LASE

EVNE

DFO

R

DNAYT I C

YTOC NU


DENVERINTERNATIONAL

AIRPORT

CADD FILE NO.

SHEET NO.

SHEET TITLE

VOLUME NO.

DESIGN CONTRACT NO.

WORK BREAKDOWN NO.

FAA AIP NO:

CHECKED BY:

DRAWN BY:

DATE:

ISSUE RECORD

CONST. CONTRACT NO.

SCALE:

DESIGNER OF RECORD

0

NO SCALE

C:\R

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01_D

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rvt

17 DECEMBER 2015

A. SCHNECKLOTH

K. SPARROW

01

CONTROLSCHEMATICS SHT 2

OF 2

E604

201524853

201313641

NOT TO SCALEE604


NOT TO SCALEE604


NOT TO SCALEE604


TSH-450XP LOCATED ON PUMP CASE, IF SUPPLIEDBY PUMP MANUFACTURER.

1

KEYED NOTES:


Documents

Volume No. 03 - Denver International Airportbusiness.flydenver.com/bizpdf/DIAID_1821.pdf · refer to aci 318, chapter 4 definition ... splices of reinforcing bars are permitted only