Kirkwood High School (KHS) 2021

Project No:

DATE:

222 SOUTH CENTRAL AVE.

SUITE# 100

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996

www.bondarchitectsinc.com

Bond Architects, Inc.

Missouri State Certificate of Authority #

2009027409

The Professional Architects seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or

other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any

and all responsibility for such plan, drawings or documents not exhibiting this seal.

This drawing and the details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or in part, or for any other

purpose or project without the written consent of the Architect.Copyright © 2019 by Bond Architects, Inc.

Architect

Bond Architects, Inc.MO State Cert. of Authority #2009027409

222 South Central Avenue, Suite 501St. Louis, MO 63105

(314) 863.4994 tel

(314) 863.4996 fax

Contact: Erik Wilson

Email: [email protected]

5/9

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Kirkwood High School (KHS) 2021Security Office Renovations Project

05/07/2021

COVER

Kir

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21007

0.0

801 Essex AveKirkwood, MO 63122

Permit/Bid Set05.06.2021

BRiC Partnership, LLCMEP Engineer3636 S. Geyer Rd, Ste 305St. Louis, MO 63127(314) 725-5889

Larson EngineeringStructural Engineer1850 Craigshire Road, Ste 300St. Louis, MO 63146(314) 731-4710

BRiC Partnership, LLC

MEP Engineer

Larson Engineering

Structural Engineer

1850 Craigshire Road, Ste 300St. Louis, MO 63146(314) 731-4710Mike [email protected]

3636 S. Geyer Rd, Ste 305St. Louis, MO 63127(314) 725-5889Janis [email protected]

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Number Name

Mechanical

M0.1 SEISMIC CODE BLOCK - MECHANICAL

M0.2 LEGEND & NOTES - MECHANICAL

MD2.1 LEVEL 01 - DEMO - MECHANICAL

M2.1 LEVEL 01 - NEW WORK - MECHANICAL

M6.0 SCHEDULES, DETAILS - MECHANICAL

Electrical

E0.1 SEISMIC CODE BLOCK - ELECTRICAL

E0.2 LEGEND & NOTES - ELECTRICAL

ED2.1 LEVEL 01 - DEMO - ELECTRICAL

E2.1 LEVEL 01 - NEW WORK - ELECTRICAL

E3.1 LEVEL 01 - NEW WORK - LIGHTING

E5.0 DETAILS - ELECTRICAL

E6.0 SCHEDULES - ELECTRICAL

Technology

T0.2 LEGEND & NOTES - TECHNOLOGY

TD2.1 LEVEL 01 - DEMO - TECHNOLOGY

T2.1 LEVEL 01 - NEW WORK - TECHNOLOGY

T5.0 DETAILS - TECHNOLOGY

Number Name

0.0 COVER

Structural

S1.1 GENERAL NOTES

S2.1 LEVEL 01 PLAN

S3.1 SECTIONS & DETAILS

Architectural

A0.2 GENERAL NOTES & SYMBOLS

A0.3 GENERAL NOTES

AD2.1 FIRST FLOOR DEMO PLAN

AD4.1 FIRST FLOOR DEMO RCP

A2.1 FIRST FLOOR PLAN

A4.1 FIRST FLOOR REFLECTED CEILING PLAN

A5.1 ELEVATIONS AND DETAILS

A11.2 INTERIOR DETAILS

A12.1 PARTITION TYPES

A12.4 DOOR TYPES

A13.1 INTERIOR FINISH NOTES & LEGEND

A14.1 FINISH FLOOR PLAN

PROJECT SITE SHEET INDEX

Revisions

No. Description Date

May 7, 2021

LEVEL 01 PLAN NOTES:

1. FINISHED FLOOR ELEVATION = 100'-0" UNLESS NOTED OTHERWISE, FOR REFERENCE ONLY. SEE CIVIL FOR ACTUAL ELEVATIONS.

2. Lx INDICATES LINTEL ABOVE, SEE DETAILS SHEET S3.13. SEE S1.1 FOR GENERAL NOTES AND S3.1 FOR TYPICAL DETAILS.4. SEE ARCHITECTURAL FOR EXACT LOCATION OF DOOR AND WINDOW OPENINGS.

H1

L1

L2

L2

362S162-68 STUDS @ 16" OCFASTENED TO EXISTINGMASONRY WALL, SEE SECTION

LT GA HEADER AND WALLABOVE NEW OPENING,SEE ELEVATION

1

S3.1

2

S3.1

THE DIMENSIONS AND ELEVATIONS SHOWN ARE NOT AS-BUILT DIMENSIONS BUT WERE OBTAINED FROM THE ORIGINAL SRUCTURAL DRAWINGS AND OTHER DRAWINGS AND DOCUMENTS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY DIMENSIONS, ELEVATIONS AND MEMBER SIZES AS REQUIRED PRIOR TO BEGINNING CONSTRUCTION, FABRICATION, ETC.

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

314.731.4710Project Number: 51210136.000Missouri COA Number: 2007006032

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LEVEL 01PLAN

21007

S2.1

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Bric Partnership, LLCMEP Engineer3636 S. Geyer Rd, Ste 305St. Louis, MO 63127

Larson EngineeringStructural Engineer1850 Craigshire Road, Ste 300St. Louis, Mo 63146

1/8" = 1'-0"S2.1

1 LEVEL 01 PLAN

NORTH

Revisions

No Description Date

5-7-21

TYPE "L2"

CONT 3/8" HORIZ PLATE(HOLD PLATE 1/2" SHORT OF EDGE OF OPENING EACH SIDE)

NOT TO SCALE

3/16 3-8TYP

TYP1/2"

EQ EQ

1/2"

BEARING8"

BOTTOM OF LINTEL

SEE ARCHITECTURAL

3/16

BEARING PLATE 1/2" x 7 1/2" x 8" WITH(2) 1/2"Ø x 6" LONG HEADED STUDSEACH END OF LINTEL BEARING

GROUT (3) CELLS SOLIDBELOW LINTEL BEARING

LINTEL SEE PLANCOORDINATE WITHARCHITECTURAL

TYPICAL STEEL LINTEL DETAILNOT TO SCALE

MASONRY INFILL

3/8" FULL DEPTHSTIFFENER EACH SIDE

W8x24 LINTEL

EXISTING 12 1/2"+/- BRICK

TYPE "L1"

CONT 3/8" HORIZ PLATE(HOLD PLATE 1/2" SHORT OF EDGE OF OPENING EACH SIDE)

NOT TO SCALE

3/16 3-8TYP

TYP1/2"

EQ EQ

MASONRY INFILL

3/8" FULL DEPTHSTIFFENER EACH SIDE

W8x24 LINTEL

EXISTING 8" CMU

EXISTING BRICK VENEER

HEADED STUDSNOT REQUIREDAT L2

1/2"

EXISTING 18" STEEL JOISTS

EXISTING FOAM BOARDw/ 2" GYPCRETE ROOF

ATTACH EACH STUD TO EXISTING CMUw/ 3/16" HILTI KWIK CON II+ @ 4'-0" OCFULL HEIGHT OF STUD

NEW LT GA STUD FRAMINGSEE PLAN

EXISTING 4" CMU WALL

EXISTING SLAB

EXISTING 18" STEEL JOISTS

EXISTING FOAM BOARDw/ 2" GYPCRETE ROOF

EXISTING STEEL BEAM

EL = 17'-3 3/4"

VIF4"

3/16" HILTI KWIK CON II+4" FROM BOTTOM OF DECK

ATTACH KING STUD TO EXISTING CMUw/ 3/16" x 1 3/4" HILTI KWIK CON II+ @ 24" OCFULL HEIGHT OF STUD.GROUT CELLS SOILD IF REQUIRED

KING STUD

JACK STUD

MATCH

WALL WIDTH

NOTES:

1. TYPICAL LIGHT GAUGE HEADER DETAIL AT BEARING WALL.

TOP WALL TRACK TO BECONT OVER HEADER

HEADER STUDSSEE SCHED

NOT TO SCALE

TYPICAL LT GA HEADER DETAIL

18 GAUGE STIFFENERTYP AT EACH END BEARINGAND AT TRUSS BEARINGLOCATIONS

BOTTOM TRACK FOR ENTIRE LENGTH OF HEADER

HEADER SCHEDULEMARK HEADER

NUMBER OF JACKSTUDS

NUMBER OF KINGSTUDS

H1 (2) 600S162-43 (1) (1)

CEILING EL

VIF

EXISTING CEILING FIELD VERIFY WALL DOES NOT EXTEND ABOVE CEILING

EXISTING CMU INTERIOR WALL

HEADER SEE SCHEDULE

600S162-43 @ 16" OC

1/4"⌀ SIMPSON FLIPTOGGLE THROUGH PLASTER CEILING @ 16" OC

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

314.731.4710Project Number: 51210136.000Missouri COA Number: 2007006032

5/7

/20

21 3

:32:4

9 P

M

5-6-2021

SECTIONS &DETAILS

21007

S3.1

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Bric Partnership, LLCMEP Engineer3636 S. Geyer Rd, Ste 305St. Louis, MO 63127

Larson EngineeringStructural Engineer1850 Craigshire Road, Ste 300St. Louis, Mo 63146

3/4" = 1'-0"S3.1

1 SECTION3/4" = 1'-0"S3.1

2 SECTION

Revisions

No Description Date

5-7-21

1. VERIFY AND COORDINATE ALL DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING AND START OF AND DURING CONSTRUCTION. IF ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED, IN WRITING, FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK.

2. IF DISCREPENCIES ARE FOUND WITHIN CONTRACT DOCUMENTS AND PROJECT MANUAL, THE MOST DEMANDING AND/OR COST INTENSIVE REQUIREMENT SHALL TAKE PRECEDENCE UNLESS OTHERWISE AGREED BY THE ARCHITECT IN WRITING.

3. DO NOT SCALE DRAWINGS. RELY ON WRITTEN DIMENSIONS GIVEN. NOTIFY THE ARCHITECT FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. IF DISCREPANCIES ARE FOUND, NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK.

4. VERIFY ALL COLUMN COORDINATES AND CHECK AGAINST DIMENSIONS SHOWN ON PLANS AND DETAILS.

5. IN THE CASE OF CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, NOTIFY THE ARCHITECT IN WRITING. NOTIFY THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR OF ANY CONFLICT AND GET CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING WITH THE WORK.

6. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. NOTIFY THE ARCHITECT OF ANY ABBREVIATIONS IN QUESTION.

7. DIMENSIONS SHOWN ON FLOOR PLANS, SECTIONS, ELEVATIONS, AND DETAILS ARE TO FINISH FACE OF PARTITIONS, MASONRY, OR COLUMN GRID LINES, UNLESS OTHERWISE NOTED.

8. COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS (INCLUDING, BUT NOT LIMITED TO: STRUCTURAL MEMBERS, MECHANICAL DUCTS AND INSULATION, CONDUITS, RACEWAYS, SPRINKLER SYSTEM, LIGHT FIXTURES,CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED) AND MAINTAIN THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE. (CEILING HEIGHT DIMENSIONS ARE TO THE FINISH SURFACE OF CEILING).

9. PROVIDE AND INSTALL ACCESS PANELS WHERE SHOWN ON THE REFLECTED CEILING PLANS AND AS REQUIRED BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL OR ELECTRICAL EQUIPMENT, WHETHER OR NOT INDICATED ON THE DRAWINGS. COORDINATE SIZE, LOCATION, AND TYPE OF ACCESS PANEL WITH OTHER WORK AND RECEIVE APPROVAL OF THE ARCHITECT. ACCESS PANEL SHALL BE AS SPECIFIED.

10. WHERE ADJOINING ROOMS HAVE DIFFERENT TYPES OF FLOORING OR SIMILAR FLOORING OF DIFFERENT COLORS, MAKE TRANSITION UNDER CENTER LINE OF DOOR LEAF UNLESS NOTED OTHERWISE.

11. ROOM FINISHES SHOWN IN THE FINISH SCHEDULE SHALL APPLY TO ALL ALCOVES, FREESTANDING COLUMNS, OR OTHER ANCILLARY SPACES ADJOINING THE SCHEDULED ROOM UNLESS OTHERWISE NOTED.

12. ALL EXPANSION JOINTS IN THE FINISHED AREA EXPOSED TO VIEW SHALL BE COVERED WITH EXPANSION JOINT COVERS APPROPRIATE FOR THE FINISHED SURFACE, WHETHER FLOOR, CEILING, WALL, OR JUNCTIONS THEREOF.

13. FOR ALL METAL STUD PARTITIONS, INSTALL DOUBLE STUDS (MIN) AT DOOR FRAME JAMBS. INSTALL STUD TRACKS AT EACH SIDE OF OPENING, AT FRAME HEAD HEIGHT AND BETWEEN STUDS AND ADJACENT STUDS.

14. INSTALL ALL WORK PLUMB, LEVEL, TRUE, SQUARE, STRAIGHT AND IN PROPER ALIGNMENT WITH NO DISTORTIONS, PROVIDE SHIMS AS REQUIRED.

15. PROVIDE AND INSTALL CORNER BEADS, EDGE TRIM, JOINT MATERIALS AND FASTENERS TO ENSURE PROPER INSTALLATION OF GYPSUM WALL BOARD. PLACE CORNER BEADS AT EXTERNAL CORNERS. PLACE TAPED EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS.

16. INTERIOR METAL STUD PARTITIONS SHALL BE FACED WITH 5/8 INCH TYPE X GYPSUM WALL BOARD UNLESS NOTED OTHERWISE.

17. PROVIDE LATERAL BRACING OF INTERIOR PARTITIONS THAT DO NOT EXTEND TO DECK ABOVE AS REQUIRED TO MEET LOCAL REQUIREMENTS FOR SEISMIC BRACING, UNO.

18. INSTALLATION OF SUSPENDED CEILING SYSTEMS SHALL MEET LOCAL CODE REQUIREMENTS FOR SEISMIC BRACING.

19. WHERE INDICATED ON THE DRAWINGS, PROVIDE ACOUSTIC BLANKETS IN PARTITIONS TIGHT WITHIN SPACE, AROUND CUT OPENINGS, BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN OR BEHIND PARTITIONS, AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS.

20. ALL CONCEALED WOOD (PLYWOOD SHEATHING, BLOCKING, ETC.) TO BE FIRE TREATED.

21. PROVIDE FIRE TREATED 2 INCH X 6 INCH NOMINAL WOOD BLOCKING OR EQUIVALENT METAL STRAPPING RUNNING CONTINUOUSLY BETWEEN STUDS FOR ALL WALL HUNG EQUIPMENT OR OTHER ITEMS ATTACHED TO GYPSUM WALL BOARD PARTITIONS.

22. WHERE FIRE EXTINGUISHER CABINETS AND OTHER EQUIPMENT ARE RECESSED IN FIRE RATED PARTITIONS, MODIFY PARTITIONS AS REQUIRED TO PROVIDE CONTINUOUS ENCLOSURE TO ENSURE UNINTERRUPTED FIRE RATING.

23. PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ACCESSORIES AND OF ALL FLOOR-MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

24. PROVIDE FIRE SAFING INSULATION PER UL LISTED REQ'D AT ALL PIPE, DUCT, ELECTRICAL, ETC., PENETRATIONS THROUGH CONCRETE FLOOR SLABS AND AT FIRE AND SMOKE WALLS.

25. ALL DUCT PENETRATIONS THROUGH PARTITIONS AND CEILING SHALL BE PROVIDED WITH NECESSARY FRAMES AND BRACING AROUND THE OPENING AND SHALL BE PROVIDED WITH AUTOMATIC FIRE DAMPERS AS REQUIRED BY THE BUILDING DEPARTMENT FOR FIRE-RATED PARTITIONS.

26. ALL EXPOSED STEEL ANGLES, PLATES, ETC., SHALL BE GALVANIZED FOR CORROSION RESISTANCE UNLESS NOTED OTHERWISE. ALL MASONRY OPENINGS TO HAVE LINTEL.

27. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN TYPICAL ELEVATION MOUNTING HEIGHTS/LOCATIONS AND MANUFACTURER'S RECOMMENDATIONS FOR ADA COMPLIANCE PRIOR TO INSTALLATION.

28. CONTRACTOR TO RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT AN OFF-SITE FACILITY. CONTRACTOR TO CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIAL AND DEBRIS THAT HAVE BLOWN OR WASHED OFF-SITE.

29. SALVAGE AND RELOCATE DONATED FURNITURE, PLAQUES, SIGNS, ETC. COORDINATE WITH OWNER.

30. SEE CODE PLANS FOR FEC AND FE LOCATIONS, RATED PARTITIONS

31. CONSTRUCT NEW PARTITIONS TIGHT TO EXISTING STRUCTURE, UON.

32. ALIGN FINISH FACE OF NEW PARTITION WITH FINISH FACE OF FURRED OUT PARTITION, UON.

33. CONTRACTOR TO COORDINATE REMOVAL OF ALL EQUIPMENT AND FURNITURE WITH OWNER PRIOR TO START OF DEMOLITION.

34. EXISTING BLOCKING UNCOVERED THROUGH DEMOLITION TO BE REPLACED WITH FRT BLOCKING - SEE SPECIFICATIONS.

35. REPLACE ALL EXISTING FIREPROOFING WHERE DISTURBED W/ EQUIVALENT MATERIAL & RATING.

36. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION, FENCING AND PARTITIONS AS NECESSARY

37. IF HAZARDOUS MATERIAL IS ENCOUNTERED NOTIFY ARCHITECT & OWNER IMMEDIATELY.

38. WHERE EXISTING WALLS MUST BE CUT FOR NEW WORK, WALLS ARE TO BE PATCHED AND PAINTED TO MATCH EXISTING CONDITIONS. PAINT ENTIRE WALL/CEILING TO NEAREST CORNER.

39. ANY EXISTING MATERIALS DAMAGED BY WORK SHOULD BE REPAIRED TO MATCH EXISTING.

40. PATCH AND REPAIR WALLS, FLOORS, CEILINGS WHERE DEVICES WERE REMOVED.

GENERAL NOTES

& And@ AtABV AboveACT Acoustic Ceiling TileADA American with Disabilities ActADJ AdjacentAFF Above Finish FloorALUM AluminumAPROX ApproximateBLDG BuildingBLK BlockBLKG BlockingBM BeamBO Bottom OfCAB CabinetryCB Chalk BoardCJ Construction/Control JointCL Center LineCLG CeilingCLR ClearCMU Concrete Masonry UnitCO Clean OutCOL ColumnCONC ConcreteCONST ConstructionCONT ContinuousCPT CarpetCPCI Contractor Provided Contractor InstalledCPOI Contractor Provided Owner Installed

CSDO Cased OpeningCT Ceramic TileDF Drinking FountainDIA DiameterDR DoorDS DownspoutDTL DetailDWG DrawingEJ Expansion JointEL ElevationELEC ElectricalELEV ElevatorEQ EqualEQIV EquivalentEWC Electric Water CoolerEXIST ExistingEXP ExposedEXT ExteriorFD Floor DrainFEC Fire Extinguisher CabinetFIN FinishFLR FloorFO Face OfFT FeetFRT Fire Retardant TreatedFTG FootingGC General ContractorGFI Ground Fault InterrupterGYP Gypsum BoardHDR HeaderHM Hollow MetalHORZ HorizontalHR HourHVAC Heating Ventilating and Air ConditioningID Inside DiameterINSUL InsulationINT InteriorJAN JanitorLAV Lavatory (Sink)

STANDARD ABBREVIATIONS

MB Marker BoardMDF Medium Density FiberboardMECH MechanicalMFR ManufacturerMIN MinimumMISC MiscellaneousMO Masonry OpeningMTL MetalNIC Not In ContractNTS Not To ScaleOC On CenterOD Outside DiameterOH Opposite HandOPCI Owner Provided Contractor InstalledOPNG OpeningOPP OppositeOPOI Owner Provided Owner InstalledOSB Oriented Strand BoardPL PlatePLAM Plastic LaminatePLAS PlasterPLUM PlumbingPLYWD PlywoodPNT PaintPRLAM ParallamPT Porcelain TilePVC Polyvinyl ChlorideQT Quarry TileQTY QuantityR RiserRB Rubber BaseRD Roof DrainREINF ReinforcingREQD RequiredRM RoomRO Rough OpeningSC Solid CoreSECT SectionSHT SheetSIM SimilarSPEC SpecificationSSTL Stainless SteelSTD StandardSTL SteelSTOR StorageSTRUC StructuralSV Sheet VinylT TreadTB Tack BoardTNG Tongue & GrooveTO Top OfTYP TypicalUNO Unless Noted OtherwiseVB Vinyl BaseVCT Vinyl Composition TileVERT VerticalVIF Verify In FieldVWC Vinyl Wall Coveringw/ Withw/o WithoutWC Water Closet (Toilet)WD WoodWDW WindowWPR WaterproofingWWF Welded Wire Fabric

PLAN SYMBOLS LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

NEW CONSTRUCTION

ROOF SYMBOLS LEGEND

EXISTING MECHANICAL UNIT

GAS VENT

NEW MECHANICAL UNIT

ROOF DRAIN

SPLASH PAN

ROOM TAG

DOOR TAG

WINDOW TAG

KEYNOTE

WALL PARTITION TYPE

ELEVATION

CEILING HEIGHT TAG

LEVEL NAME

ELEVATION

SYMBOL LEGEND

N

TRUE NORTH

CENTER LINE OR FLOOR LINE

OUTLINE OF HIDDEN OBJECTS, NIC ITEMS, REMOVED MATERIALS

PLAN MATCHLINE

REVISION CLOUD & NUMBER

BREAKLINE

SHEET NAME

1

A1.0

SECTION NUMBER

SHEET NAME

ELEVATION NUMBER

0 COLUMN GRID LINE

1/A101

1/A102

2A-a

1'-0"

?

00.000

A

0000

ROOM NAME

000

1A1.0

CONCRETE

MASONRY

METAL PANELS

BRICK MASONRY

WINDOW TYPE

REFER TO KEYNOTE

LEGEND

ELEVATION SYMBOL LEGEND

DOOR NUMBER00000

D

PRECAST STONE

00.000

CODE REVIEW

International Building Code 2015International Existing Building Code 2015National Electrical Code 2014Uniform Plumbing Code 2015International Mechanical Code 2015International Fire Code 2009International Energy Conservation Code 2015International Fuel Gas Code 2015

Renovation, Partially SuppressedUse Group E Construction Type 2b

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

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05/07/2021

GENERALNOTES &SYMBOLS

21007

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Revisions

No Description Date

May 7, 2021

ACCESSORIES NOT TO ENCROACH UPON LAVATORY CLEARANCE

1'-8" MIN

2' - 6"

4' -

0"

LINE OF PARTITION

6" 6"

LINE OF CEILING

CORNER OF WALL

3' -

11

7/8

"

6"6"

8' -

0 1

/8"

MIN

5 7

/8"

PLACE WALL RECEPTACLES ON CENTER LINE OF DEVICES ABOVE IF WITHIN 60"

THERMOSTAT

SWITCH

DOOR FRAME

ALARM

NOTES:

1. ALL DEVICES SHALL BE LOCATED AT A CORNER OR DOOR JAMB AS SHOWN. NOTIFY ARCHITECT OF ANY CONFLICTS.

2. DEVICES NOT TO BE INSTALLED IN FEATURE WALL (GLASS, METAL, STONE, WOOD, ETC) OR CEILING.

3. ALL WALL MOUNTED DEVICE LOCATIONS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH ALL OTHER SUB-CONTRACTORS SO THAT THEY ARE INSTALLED IN AN ORDERLY MANNER (I.E. LIGHT SWITCHES, RECEPTACLES, FIRE ALARM DEVICES, COMMUNICATION DEVICES, THERMOSTATS, ETC.).

4. THE INTENT IS TO HAVE THE DEVICES THAT ARE AT DIFFERENT HEIGHTS ABOVE FINISHED FLOOR AND WITHIN 60" OF ONE ANOTHER HORIZONTALLY, BE INSTALLED ALIGNED VERTICALLY (I.E. RECEPTACLES AND LIGHT SWTICHES OR THERMOSTATS AND FIRE ALARM VISUAL DEVICES) AND THE DEVICES AT THE SAME HEIGHTS ABOVE THE FINISHED FLOOR BE INSTALLED SIDE-BY-SIDE (I.E. RECEPTACLES AND COMMUNICATION DEVICES OR LIGHT SWITCHS AND THERMOSTATS).

5. AFTER METAL STUD FRAMING INSTALLATION, THE GENERAL CONTRACTOR SHALL COORDINATE AND PHYSICALLY MARK THE LOCATION OF ALL DEVICES WITH THE VARIOUS SUB-CONTRACTORS. A PRE-INSTALLATION CONFERENCE SHALL THEN BE HELD WITH THE ARCHITECT/ENGINEER TO FIELD VERIFY DEVICE LOCATIONS.

3' -

4" M

AX

MIRRORABOVE SINK or COUNTERTOP

2' -

11" M

AX

MIRRORNO SINK

BOTTOM OF REFLECTING SURFACE

BOTTOM OF REFLECTING SURFACE

ELECTRIC WATER COOLERS

ADA

TOWEL

SANITARY NAPKIN DISPENSER

PAPER TOWEL DISPENSER

MOP HOLDER

5'-6

" UNO

SHELF

4' -

0"

COIN

3' -

2"

SPO

UT O

UTLE

T H

EIG

HT

3'-0

" M

AX

3' -

2"

3' -

6"

PUSH BUTTON

WALL MOUNTED SOAP DISPENSER

T.O

. W

ORK S

URFACE

2' -

9"

BABY CHANGING STATION

2' -

6"

TOP

SANITARY NAPKIN DISPOSAL

TRASH RECEPTACLE

TOP

3' -

6"

3' -

10

"

PAPER TOWEL DISPENSER AND TRASH RECEPTACLE

BOTTOM OFDISPENSER

KNEE C

LEARANC

E

27

" M

IN

CLOTHES HOOK/RACK

AD

A H

EIG

HT

4' -

0" M

AX. TO

TO

P O

F H

OO

K

STAND

ARD H

EIG

HT

5' -

6" TO

TO

P O

F H

OO

K

4' -

0" M

AXIM

UM

FIRE EXTINGUISHER IN RECESSED CABINET

FIRE EXTINGUISHER WALL HUNG

ROBE HOOK

U.N

.O.

4' -

0" AD

A

5' -

0" U.N

.O.

24" MIN12" MIN6"

12" MAX42" MIN

17

" -

19

"

17

" -

19

"ADA TOILET

16" - 18"

33

" -

36

"

1 1/2" CLR

54" MIN

39" - 41"

1 1/2" CLR

15

" M

INC

LR

1 1

/2"

33

" -

36

"

39

" -

41

"1

8" M

IN

7" - 9"

TOILET TISSUE DISPENSER

15

" M

INSANITARYNAPKIN DISPENSER (FEMALE & UNISEX RR) SEE SPEC

1' - 6"

WALL HUNG TOILET, SEE PLUMBING SPEC.

SANITARY NAPKIN DISPOSAL (FEMAIL & UNISEX RR), SEE SPEC

TOILET TISSUE DISPENSER, SEE SPEC

TOILET PARTITION, SEE SPEC

PARTITION TYPE AS SCHEDULED

EQ EQ

66" MIN

65

" M

IN -

FLO

OR M

OU

NTED

WC

62

" M

IN -

WALL

HUNG

WC

GRAB BARS, SEE SPEC.

WALL HUNG TOILET, SEE PLUMBING SPEC.

PARTITION TYPES AS SCHEDULED

TOILET TISSUE DISPENSER, SEE SPEC.

SANITARY NAPKIN DISPOSAL (FEMALE & UNISEX RR), SEE SPEC.

LIGHT GAUGE METAL STUD SUPPORT

WIDTH MAX. UNSUPPORTED HEIGHT

GAUGE SPACING

3 5/8" 13'-7" 25 24" O.C.

3 5/8" 15'-6" 25 16" O.C.

3 5/8" 17'-1" 25 12" O.C.

3 5/8" 14'-8" 20 24" O.C.

3 5/8" 16'-9" 20 16" O.C.

3 5/8" 18'-5" 20 12" O.C.

3 5/8" 15'-11" 18 24" O.C.

3 5/8" 18'-3" 18 16" O.C.

3 5/8" 20'-1" 18 12" O.C.

3 5/8" 17'-1" 16 24" O.C.

3 5/8" 19'-6" 16 16" O.C.

3 5/8" 21'-6" 16 12" O.C.

6" 19'-2" 25 24" O.C.

6" 21'-11" 25 16" O.C.

6" 24'-2" 25 12" O.C.

6" 21'-8" 20 24" O.C.

6" 24'-9" 20 16" O.C.

6" 27'-3" 20 12" O.C.

6" 23'-9" 18 24" O.C.

6" 27'-2" 18 16" O.C.

6" 29'-11" 18 12" O.C.

NOTE:1. METAL STUD LENGTHS BASED ON 5/8" GYP.

BOARD FULL HEIGHT EACH SIDE OF STUD, 5PSF, L/240

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

2 P

M

05/07/2021

GENERALNOTES

21007

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Re

novation

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63122

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312

2



1/2" = 1'-0"A0.3

3 TYPICAL LAVATORY CLEARANCES3/8" = 1'-0"A0.3

6 TYPICAL DEVICE LOCATION

1/2" = 1'-0"A0.3

1 ACCESSORY MOUNTING HEIGHTS - TYPICAL

1/2" = 1'-0"A0.3

4 ADA TYPICAL TOILET ELEVATIONS1/2" = 1'-0"A0.3

2 TYPICAL RESTROOM STALL1/2" = 1'-0"A0.3

5 ADA TYPICAL RESTROOM STALL

Revisions

No Description Date

May 7, 2021

S

1. THE SCOPE OF DEMOLITION WORK IS NOT LIMITED EXCLUSIVELY TO THE WORK INDICATED ON THE DEMOLITION SHEETS. THE CONSTRUCTION DOCUMENTS ARE PROVIDED AS A GENERAL GUIDE FOR DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ADDITIONAL DEMOLITION THAT MAY BE REQUIRED FOR DEMOLITION AND PROPER INSTALLATION OF NEW WORK PRIOR TO BID. REFER TO ALL CONSTRUCTION DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION AND COORDINATION.

2. ALL EXISTING PIPING, DUCTS, ETC THAT HAVE BEEN ABANDONED ARE TO BE REMOVED. ABANDONED PIPING BELOW CONCRETE SLABS ON GRADE ARE TO BE CAPPED BELOW FLOOR LEVEL. COORDINATE WITH MEP.

3. REMOVE ALL WALL MOUNTED ACCESSORIES, HANGERS, WIRE MOLD & HARDWARE. SALVAGE ACCESSORIES FOR POSSIBLE REUSE.

4. OWNER TO HAVE SALVAGE RIGHTS ON ALL ITEMS WHETHER NOTED ON THE PLANS OR NOT. GENERAL CONTRACTOR TO DISPOSE OF ALL ITEMS NOT REUSED IN THE PROPOSED WORK.

5. COORDINATE DEMOLITION WORK WITH THE NEW CONSTRUCTION SHOWN IN THE DRAWINGS. DUE CARE IS TO BE TAKEN TO AVOID UNDUE DAMAGE TO ADJACENT AREAS, OCCUPIED AND UNOCCUPIED. ADJACENT SURFACES DAMAGED DUE TO DEMOLITION SHALL BE REPAIRED IN ORDER TO ACHIEVE A SEAMLESS APPEARANCE.

6. WHEREVER DEMOLITION OCCURS, THE REMAINING FLOOR, WALLS, AND CEILINGS ARE TO BE PATCHED TO MATCH THE ADJACENT WITH CONTINUOUS SURFACE MATERIAL, TEXTURE, COLOR & FINISH.

7. AREAS IMMEDIATELY ADJACENT TO THE AREA OF THIS WORK MAY BE OCCUPIED BY THE OWNER DURING THE DEMOLITION AND NEW CONSTRUCTION WORK. CONTRACTOR SHALL PROVIDE PROTECTIONS FOR OWNER'S PERSONNEL AND ALL OTHER USERS OF THE SURROUNDING AREAS. CONTRACTOR SHALL PROVIDE PROTECTION FROM THE SPREAD OF DUST AND DIRT DURING THE ENTIRE DEMOLITION AND NEW CONSTRUCTION PERIOD.

8. UNLESS NOTED OTHERWISE, ALL PARTITIONS INDICATED FOR REMOVAL SHALL BE REMOVED TO THE UNDERSIDE OF STRUCTURE ABOVE.

9. IF HAZARDOUS MATERIALS ARE ENCOUNTERED THE ARCHITECT & OWNER ARE TO BE NOTIFIED IMMEDIATELY.

10. CONTRACTOR TO VERIFY EXISTING CONDITION OF ALL ITEMS TO BE DEMOLISHED IN THE FIELD.

11. PATCH/REPAIR ALL AREAS DAMAGED DURING SELECTIVE DEMOLITION.

12. PROVIDE TEMPORARY SHORING AT ALL CEILINGS/WALLS WHERE DEMOLITION MAY COMPROMISE THE STABILITY AND/OR STRUCTURAL INTEGRITY OF THE SYSTEM.

13. SALVAGE EXISTING NON-DEFECTIVE MASONRY MATERIALS REMOVED DURING DEMOLITION FOR REUSE AT AREAS TO BE INFILLED.


15. REMOVE AND STORE ALL FIRE EXTINGUISHERS, WHICH HAVE NOT EXPIRED, FOR REUSE.

16. ALL PRINKLER PIPE & HEADS TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION, PROTECT AS REQUIRED UNLESS NOTED OTHERWISE.

17. REMOVE EXISTING WALL BASE, UNLESS NOTED OTHERWISE.

18. REMOVE ALL EXISTING FLOOR COVERINGS UNLESS NOTED OTHERWISE.


20. WHERE DOOR(S) INDICATED TO BE REMOVED, REMOVE FRAME(S) AND ALL ASSOCIATED HARDWARE, UNLESS NOTED OTHERWISE.

21. CONTRACTOR TO VERIFY WALL CONSTRUCTION OF ALL WALLS RELATED TO WORK.

22. AFTER CEILING FINISH HAS BEEN REMOVED, CONTRACTOR TO IDENTIFY MEP/S SYSTEMS TO BE REMOVED FOR ONSITEE REVIEW WITH ARCHITECT & ENGINEERS

GENERAL DEMOLITION NOTES

02.23

3' -

4"

1' -

9"

3' -

4"

3' -

0"

02.23

02.23

02.23

02.105

02.36

02.36

02.101

4' - 3"

02.103

02.105

02.105

02.105

02.104

02.106

02.107EQ EQ

5'-8" INITIAL DEMO, FOR 5' WINDOW

5' - 0"

02.110

COORDINATE DEMO LIMITS WITH STRUCTURALProject No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

4 P

M

05/07/2021

FIRST FLOORDEMO PLAN

21007

AD2.1

Kir

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novation

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63122

80

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312

2



N

1/8" = 1'-0"AD2.1

1 FIRST FLOOR DEMOLITION PLAN

Keynote Legend

Key Value Keynote Text

02.23 REMOVE DOOR, FRAME, AND ALL ASSOCIATED HARDWARE

02.36 REMOVE FLOOR FINISH AND PREPARE FOR NEW FLOORFINISH

02.101 REMOVE EXISTING ACOUSTIC WALL PANELS AND SALVAGEFOR REINSTALLATION

02.103 REMOVE PORTION OF WALL FOR NEW WINDOW, SALVAGEBRICK FOR REUSE, CUT OPENING MIN 8” WIDER THAN FINALMASONRY OPENING SIZE FOR TOOTHING IN NEW MASONRY,SEE ELEVATIONS

02.104 REMOVE AND CAP ELECTRICAL DEVICES

02.105 PROTECT FLOORING THROUGHOUT CONSTRUCTION

02.106 FLOOR BASE TO REMAIN

02.107 REMOVE PORTION OF MECHANICAL CORE AS REQUIRED FORACCESS WITH NEW WALL LOCATION

02.110 REMOVE PORTION OF WALL CAREFULLY, PROTECT SURFACEAND BLOCK TO REMAIN

N

NOT TO SCALE

KEY PLAN

Revisions

No Description Date

May 7, 2021

S

1. THE SCOPE OF DEMOLITION WORK IS NOT LIMITED EXCLUSIVELY TO THE WORK INDICATED ON THE DEMOLITION SHEETS. THE CONSTRUCTION DOCUMENTS ARE PROVIDED AS A GENERAL GUIDE FOR DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ADDITIONAL DEMOLITION THAT MAY BE REQUIRED FOR DEMOLITION AND PROPER INSTALLATION OF NEW WORK PRIOR TO BID. REFER TO ALL CONSTRUCTION DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION AND COORDINATION.

2. ALL EXISTING PIPING, DUCTS, ETC THAT HAVE BEEN ABANDONED ARE TO BE REMOVED. ABANDONED PIPING BELOW CONCRETE SLABS ON GRADE ARE TO BE CAPPED BELOW FLOOR LEVEL. COORDINATE WITH MEP.

3. REMOVE ALL WALL MOUNTED ACCESSORIES, HANGERS, WIRE MOLD & HARDWARE. SALVAGE ACCESSORIES FOR POSSIBLE REUSE.

4. OWNER TO HAVE SALVAGE RIGHTS ON ALL ITEMS WHETHER NOTED ON THE PLANS OR NOT. GENERAL CONTRACTOR TO DISPOSE OF ALL ITEMS NOT REUSED IN THE PROPOSED WORK.

5. COORDINATE DEMOLITION WORK WITH THE NEW CONSTRUCTION SHOWN IN THE DRAWINGS. DUE CARE IS TO BE TAKEN TO AVOID UNDUE DAMAGE TO ADJACENT AREAS, OCCUPIED AND UNOCCUPIED. ADJACENT SURFACES DAMAGED DUE TO DEMOLITION SHALL BE REPAIRED IN ORDER TO ACHIEVE A SEAMLESS APPEARANCE.

6. WHEREVER DEMOLITION OCCURS, THE REMAINING FLOOR, WALLS, AND CEILINGS ARE TO BE PATCHED TO MATCH THE ADJACENT WITH CONTINUOUS SURFACE MATERIAL, TEXTURE, COLOR & FINISH.

7. AREAS IMMEDIATELY ADJACENT TO THE AREA OF THIS WORK MAY BE OCCUPIED BY THE OWNER DURING THE DEMOLITION AND NEW CONSTRUCTION WORK. CONTRACTOR SHALL PROVIDE PROTECTIONS FOR OWNER'S PERSONNEL AND ALL OTHER USERS OF THE SURROUNDING AREAS. CONTRACTOR SHALL PROVIDE PROTECTION FROM THE SPREAD OF DUST AND DIRT DURING THE ENTIRE DEMOLITION AND NEW CONSTRUCTION PERIOD.

8. UNLESS NOTED OTHERWISE, ALL PARTITIONS INDICATED FOR REMOVAL SHALL BE REMOVED TO THE UNDERSIDE OF STRUCTURE ABOVE.

9. IF HAZARDOUS MATERIALS ARE ENCOUNTERED THE ARCHITECT & OWNER ARE TO BE NOTIFIED IMMEDIATELY.

10. CONTRACTOR TO VERIFY EXISTING CONDITION OF ALL ITEMS TO BE DEMOLISHED IN THE FIELD.

11. PATCH/REPAIR ALL AREAS DAMAGED DURING SELECTIVE DEMOLITION.

12. PROVIDE TEMPORARY SHORING AT ALL CEILINGS/WALLS WHERE DEMOLITION MAY COMPROMISE THE STABILITY AND/OR STRUCTURAL INTEGRITY OF THE SYSTEM.

13. SALVAGE EXISTING NON-DEFECTIVE MASONRY MATERIALS REMOVED DURING DEMOLITION FOR REUSE AT AREAS TO BE INFILLED.


15. REMOVE AND STORE ALL FIRE EXTINGUISHERS, WHICH HAVE NOT EXPIRED, FOR REUSE.

16. ALL PRINKLER PIPE & HEADS TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION, PROTECT AS REQUIRED UNLESS NOTED OTHERWISE.

17. REMOVE EXISTING WALL BASE, UNLESS NOTED OTHERWISE.

18. REMOVE ALL EXISTING FLOOR COVERINGS UNLESS NOTED OTHERWISE.


20. WHERE DOOR(S) INDICATED TO BE REMOVED, REMOVE FRAME(S) AND ALL ASSOCIATED HARDWARE, UNLESS NOTED OTHERWISE.

21. CONTRACTOR TO VERIFY WALL CONSTRUCTION OF ALL WALLS RELATED TO WORK.

22. AFTER CEILING FINISH HAS BEEN REMOVED, CONTRACTOR TO IDENTIFY MEP/S SYSTEMS TO BE REMOVED FOR ONSITEE REVIEW WITH ARCHITECT & ENGINEERS

GENERAL DEMOLITION NOTES

ACOUSTICAL TILE CEILING & GRID TO BE DEMOLISHED

DEMO REFLECTED CEILING PLAN LEGEND

GENERAL NOTE: REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REFLECTED CEILING PLAN SYMBOLS.

GYPSUM BOARD CEILING TO BE DEMOLISHED

2X4 ACOUSTICAL TILE CEILING & GRID TO BE DEMOLISHED

02.33

02.33

02.109

02.33

02.108

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

5 P

M

05/07/2021

FIRST FLOORDEMO RCP

21007

AD4.1

Kir

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) 20

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novation

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N

1/8" = 1'-0"AD4.1

1 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

Keynote Legend


02.33 REMOVE CEILING, LIGHTS, DIFFUSERS, AND ALLASSOCIATED HARDWARE

02.108 REMOVE PORTION OF CEILING TILES & SALVAGE FORREINSTALLATION

02.109 REMOVE FIXTURES, DEVICES, & ALL ASSOCIATEDHARDWARE, SEE MEP

N

NOT TO SCALE

KEY PLAN

Revisions

No Description Date

May 7, 2021

S

101

102

102A

101A

VESTIBULE

100

SECURITY OFFICE

102

DIRECTOR'SOFFICE

101

ORCHESTRA

103

ORCHESTRASTORAGE

104

104

J2

102B E6

09.101

N1

F4

E10

0E10

0A

08.13

08.13

A

09.102

23.101

26.101

A5.1

1

2

A5.1A5.1

5

09.103

09.102

12

' - 1

1/2

"

EQ. EQ.

4' -

11

"

04.101

04.102

09.102

09.102

LOBBY

106

5' - 2"

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

2 P

M

05/07/2021

FIRST FLOORPLAN

21007

A2.1

Kir

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) 20

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N

1/8" = 1'-0"A2.1

1 FIRST FLOOR PLAN

Keynote Legend


04.101 TOOTH IN CMU MASONRY WITH BULLNOSE BLOCK MIN4” WIDE @ EA SIDE OF NEW WINDOW OPENING

04.102 TOOTH IN BRICK MASONRY MIN 4” WIDE @ EA SIDEOF NEW MASONRY WINDOW OPENING, REUSESALVAGED BRICK OR NEW BRICK TO MATCH EXISINGIN COLOR AND TEXTURE

08.13 I.R. FILM TO BE INSTALLED UP TO 7’-0” A.F.F. MIN. ONINTERIOR SIDE. ALL GLAZING ON WINDOWS,STOREFRONT, AND DOORS

09.101 REINSTALL SALVAGED ACOUSTICAL WALL PANELS

09.102 PATCH IN WALL, MATCH EXISTING ADJACENT WALL

09.103 SEAL ALL GAPS, JOINTS & HOLES IN EXISTING & NEWWALL WITH ACOUSTICAL SEALANT

23.101 EXISTING MECH. COVER TO BE SHORTENED SO WALLCAN BE INSTALLED AND COVER CAN BE REMOVEDAFTER FOR EXISTING MECH TO REMAIN

26.101 MOVE ELEC DEVICES PRIOR TO FRAMING FURREDWALL

N

NOT TO SCALE

KEY PLAN

Revisions

No Description Date

May 7, 2021

S

1. CONTRACTOR TO SUBMIT GYPSUM BOARD CEILING CONTROL JOINT LAYOUT TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. CONTROL JOINTS TO BE INSTALLED PER LOCAL CODE REQUIREMENTS.

2. PATCH AND REFINISH CEILINGS AS REQUIRED BY WORK PERFORMED BY OTHER TRADES (MECHANICAL, FIRE PROTECTION, ETC.).

3. MECHANICAL REGISTERS ARE SHOWN ON THIS DRAWING FOR THE ARCHITECTURAL LOCATIONS ONLY. SEE THE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR SIZING, DISTRIBUTION, CONNECTIONS, AND ALL OTHER REQUIREMENTS.

4. LIGHT FIXTURES ARE SHOWN ON THIS DRAWING FOR THE ARCHITECTURAL LOCATIONS AND GENERAL FIXTURE TYPE ONLY. SEE THE ELECTRICAL DRAWINGS FOR THE EXACT FIXTURE TYPE AND CIRCUITING.

5. COORDINATE EXACT LOCATION OF ALL CEILING ITEMS (DIFFUSERS, LIGHT FIXTURES, SPRINKLERS, ETC.) NOT DIMENSIONED ON THIS OR OTHER DRAWINGS IN THE FIELD WITH ARCHITECT/ENGINEER.

6. FIXTURES TO BE CENTERED IN ROOM AND CEILING TILE WHERE APPLICABLE, U.N.O.

7. CEILING ELEMENTS SHOWN AS CURVED ARE TO BE INSTALLED USING METHODS TO CREATE A SMOOTH, CONTINUOUS CURVE. PORTIONS OF THE CURVED CEILING ARE DIMENSIONED USING A PLOTTED GRID SYSTEM FOR EASE OF MEASUREMENT FOR THE CONTRACTOR. THESE POINTS ARE TO BE USED AS REFERENCE POINTS TO CREATE A SMOOTH, CONTINUOUS CURVE, NOT A SEGMENTED CURVE.

8. PROVIDE AND INSTALL ACCESS PANELS WHERE SHOWN ON THE REFLECTED CEILING PLANS AND AS REQUIRED BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL OR ELECTRICAL EQUIPMENT. COORDINATE SIZE, LOCATION, AND TYPE OF ACCESS PANEL WITH OTHER WORK AND RECEIVE APPROVAL OF THE ARCHITECT. ACCESS PANEL SHALL BE AS SPECIFIED.

REFLECTED CEILING PLAN GENERAL NOTES

2X2 LIGHT -SEE ELECTRICAL DRAWINGS

2X2 ACOUSTICAL TILE CEILING & GRID

GYPSUM BOARD CEILING

FINISH CEILING HEIGHT

REFLECTED CEILING PLAN LEGEND

STRIP LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS

WALL MOUNT EXTERIOR FIXTURE -SEE ELECTRICAL DRAWINGS

RECESSED STRIP LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS

GENERAL NOTE: REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REFLECTED CEILING PLAN SYMBOLS.

SHADE - SEE FINISH SCHEDULE

X' - X"

PENDANT FIXTURE -SEE ELECTRICAL DRAWINGS

RECESSED LIGHT FIXTURE -SEE ELECTRICAL DRAWINGS

PENDANT FIXTURE -SEE ELECTRICAL DRAWINGS

SECURITY OFFICE

102

DIRECTOR'SOFFICE

101

VESTIBULE

100

ORCHESTRA

103

ORCHESTRASTORAGE

104

9' - 0"

9' - 0"

8' - 6"

09.104

09.105

09.105

09.105

minimum

09.11

2" MIN.45° MAX.

45° MAX.

Main Runn

ers 4

'-0" O

.C.

8" MAX.

CROSS RUNNERMAIN RUNNER

Wall Condition: The width of the perimeter supporting closure angle shall be not less than 2" in each orthogonal horizontal direction.

- One end of the ceiling grid shall be attached to the closure angle, the other end in each horizontal direction shall have a ¾" clearance from the wall and shall rest upon and be free to slide on the 2" closure angle.

- The main and cross runners shall be tied together to prevent rotation of the ceiling support components.

Verticals: Provide No. 12 gauge vertical (no more than 1: 6 out of plumb) wires on the main and cross runners a maximum distance of 8" from the wall. These wires must be attached to the structure above or a continuous member that is attached to each wall stud above the ceiling. The continuous member may consist of one of the following:- 7/8 inch wall angle.- 3 5/8 inch stud - 20 gauge min.- 1/8 inch min. thickness Unistrut

Seismic Design Category D

A ceiling area of 144 SF or less surrounded by walls that connect directly to the structure above shall be exempt from seismic bracing.

A heavy duty T-bar grid system shall be used.

Light fixtures must be positively attached to the ceiling grid with an attachment capable of carrying 100% of the weight of the light fixture. Light fixtures weighing up to 56 pounds require two vertical support wires. These wires may be slack. Light fixtures weighing more than 56 pounds shall require independent support from the building structure above the ceiling.

Mechanical air terminals weighing less than 20 pounds shall be positively attached to the ceiling grid. Air terminals weighing 20 pounds but not more than 56 pounds shall be secured to the building structure above the ceiling in addition to attaching the air terminal to the ceiling grid. These two No. 12 gauge wires may be slack. Air terminals weighing more than 56 pounds shall require independent support from the building structure above the ceiling.

Sprinkler heads and other penetrations of the suspended ceiling shall have a 2" oversize ring, sleeve, or adaptor through the ceiling tile to allow for free movement of at least 1" in all horizontal directions.

All wall partitions greater than 6' in height shall be independently braced to the building structure. Wall partitions may not be supported by the braced suspended ceiling alone.

Suspended ceilings exceeding 1,000 square feet in area require four No. 12 gauge splay wires and a rigid vertical compression strut every 12 feet on center starting a maximum of 6 feet from each wall. The splay wires shall be secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling.

Suspended ceilings exceeding 2,500 square feet shall have a separation joint, or a full height wall partition separating the suspended ceiling into areas less than 2,500 square feet.

Splay Wire: 45 Deg max. in plane of main runner 12'-0" o.c. max. ea. way typ.

Compression Strut (where required)

General NotesSeismic Design Category C

A ceiling area of 144 SF or less surrounded by walls that connect directly to the structure above shall be exempt from seismic bracing.

An intermediate or heavy duty T-bar grid system shall be used.

Light fixtures must be positively attached to the ceiling grid with an attachment capable of carrying 100% of the weight of the light fixture. Light fixtures weighing up to 56 pounds require two vertical support wires. These wires may be slack. Light fixtures weighing more than 56 pounds shall require independent support from the building structure above the ceiling.

Mechanical air terminals weighing less than 20 pounds shall be positively attached to the ceiling grid. Air terminals weighing 20 pounds but not more than 56 pounds shall be secured to the building structure above the ceiling in addition to attaching the air terminal to the ceiling grid. These two No. 12 gauge wires may be slack. Air terminals weighing more than 56 pounds shall require independent support from the building structure above the ceiling.

Sprinkler heads and other penetrations of the suspended ceiling shall have a 3/8" minimum clearance to allow for free movement in all horizontal directions.

The ceiling may not provide lateral support to partitions. Partitions attached to the ceiling must use flexible connections to avoid transferring force to the ceiling.

Horizontal restraint play wires or rigid bracing in suspended ceilings exceeding 1,000 square feet is not required.

A seismic separation joint in ceilings is not required.

The ceiling weight must be 2.5 lbs. / square foot or less. For ceilings over 2.5 lbs. / squarefoot the prescribed construction for Seismic Design Category D must be used.

ITEMS OCCURING ON A RECTANGULAR GRID-TYPE CEILING• UNLESS NOTED OTHERWISE, LOCATE ITEMS (LIGHT FIXTURES, SPRINKLER HEADS,

DEVICES, ETC) AT THE CENTER OF SHORT DIRECTION OF RECTANGULAR PANEL. LOCATE AT 1/4, 1/2, OR 3/4 POINT OF LONG DIRECTION OF RECTANGULAR PANEL.

• LOCATE SPRINKLER HEADS WITHIN 3" DIAMETER OF THE IDEAL POINT DIMENSIONED (OR SHOWN BY RULE) ON REFLECTED CEILING PLAN.

EQ. EQ. 3X EQ. 1X EQ.

EQ

.EQ

.

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

3 P

M

05/07/2021

FIRST FLOORREFLECTED

CEILING PLAN

21007

A4.1

Kir

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) 20

21

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11289 M

ancheste

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Kirkw

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MO

63122

80

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N

1/8" = 1'-0"A4.1

1 FIRST FLOOR REFLECTED CEILING PLAN

Keynote Legend


09.11 GYPSUM WALL BOARD

09.104 REINSTALL SALVAGED CEILING TILES

09.105 NEW ACOUSTICAL CEILING TILES & GRID

N

NOT TO SCALE

KEY PLAN

Revisions

No Description Date

May 7, 2021

1. REPOINT AS INDICATED ON DRAWINGS AND AS REQUIRED.

2. REMOVE ALL ABANDONED DEVICES. PATCH AND REPAIR AS REQUIRED TO MATCH RESTORED FINISH MATERIAL.

3. ALL NEW BRICK SHALL MATCH EXISTING IN COLOR, TEXTURE, FINISH, SIZE AND PROFILE UNLESS OTHERWISE NOTED. ALL NEW MASONRY JOINTS SHALL MATCH ORIGINAL IN COLOR, STRENGTH, COMPOSITION AND TOOLING PROFILE.

4. SALVAGE EXISTING, NON-DEFECTIVE BRICK MATERIALS REMOVED DURING DEMOLITION FOR REUSE AT AREAS TO BE INFILLED.

5. CLEAN MASONRY TO REMOVE EFFLORESCENCE AND STAINING.

6. REPLACE ALL EXTERIOR CAULK JOINTS, TYPICAL.

7. REMOVE RUST AND RE-COAT EXISTING ANGLE AS REQUIRED. DO NOT "SPOT" CLEAN. IF EFF OR STAINING IS EVIDENT, CLEAN ENTIRE PLANE OF WALL. CONTRACTOR TO VERIFY EXISTING CONDITION.

8. EXTERIOR STOREFRONT FINISH TO MATCH EXISTING FINISH, UNO.

9. VERTICAL MULLIONS IN EXTERIOR STOREFRONT TO BE SPACED EQUALLY, U.N.O.

10. MINIMUM GLASS THICKNESSES TO MEET GANA PUBLICATION: “LAMINATED GLAZING REFERENCE MANUAL” AND “GLAZING MANUAL” AND IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, “NORTH AMERICAN GLAZING GUIDELINES FOR SEALED INSULATING GLASS UNITS FOR COMMERCIAL AND RESIDENTIAL USE.”

ELEVATION GENERAL NOTES

5' - 0"

4' -

0"

TYPE A

MATERIAL: ALUMINUMFINISH: SEE SPECIFICATIONGLAZING: 1" INSULATED TEMPERED AND

INTRUDER RESISTANT GLASSNOTE: SILL HEIGHT 3'-1" AFF

EXTERIOR GLAZING SURFACE TO HAVE TINT & REFLECTIVE COATING. - MATCH OWNER SAMPLE

2 1

/2"

2 1

/2"

2 1/2" 2 1/2"

ALIGN TO MASONRY JOINT

4' -

0"

3' -

1"

5' - 0"

A

2

A5.1

3' -

1"

4' -

0"

A5.1

6

A5.1

3

SILL TO MATCH EXISTING, FIELD VERIFY

NEW WINDOW

SEALANT WITH BACKER ROD BOTH SIDES

SOLID SURFACE

1"

3"

FLASHING WITH DRIP EDGE

NEW MASONRY JAMB

W SHAPE LINTEL WITH PLATE, SEE

STRUCTURAL

CAULK WITH BACKER ROD@ EA SIDE

EXISTING BRICK

HEADER WITH METAL LINTEL

NEW WINDOW

SEALANT WITH BACKER ROD BOTH SIDES

NEW CORNER BLOCK AT WINDOW OPENING, 4" MIN LENGTH

SILL

BLOCKING AS REQ'D

NEW MASONRY TOOTHED IN AT MASONRY OPENING FOR WINDOW

102B

OPEN TO BEYOND

END PANEL

3' - 0" 3' - 0" 3' - 0"

END PANEL

2' -

10

"

3' -

6"

SOLID SURFACE COUNTERTOP

PL CASEWORK & AT EXPOSED SIDES

SCHED. PNT

SCHED. BASE

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

3 P

M

05/07/2021

ELEVATIONSAND DETAILS

21007

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1/8" = 1'-0"A5.1

1 SOUTH ELEVATION1" = 1'-0"A5.1

2 WINDOW SECTION DETAIL1 1/2" = 1'-0"A5.1

3 SILL DETAIL

1 1/2" = 1'-0"A5.1

6 HEAD DETAIL

1 1/2" = 1'-0"A5.1

5 JAMB DETAIL

1/4" = 1'-0"A5.1

7 SECURITY OFFICE 102 WEST - FOR REFERENCE ONLY - FURNITURE BY OTHERS

Revisions

No Description Date

May 7, 2021

CONCRETE

SLAB

TRANSITION DETAILS TO MEET ICC ANSI A117.1

TILE

SCHULTER-RENO-RAMP, OR SIM.

SEE FINISH LEGEND/SPECS

SEALED/EPOXIED CONCRETECONCRETE

SLAB


TILE

SCHULTER-RENO-TK, OR SIM.

SEE FINISH LEGEND/SPECS.

SEALED/EPOXIED CONCRETE

CARPET TILE OR SIM.,


CONCRETE

SLAB


JOHNSONITE SLT-XX-A, OR SIM.





RESILIENT FLOORING

CONCRETE

SLAB


JOHNSONITE CTA-XX-J, OR SIM.





CONCRETE

SLAB


TILE

JOHNSONITE CTA-XX-P, OR SIM.


SEALED/EPOXIED CONCRETECONCRETE

SLAB


TILE

SCHULTER-RENO-U, OR SIM.



RESILIENT FLOORING,


CONCRETE

SLAB


JOHNSONITE SSR-XX-B, OR SIM.



RESILIENT FLOORING,


CONCRETE

SLAB


JOHNSONITE SLT-XX-C, OR SIM.





VCT FLOORING

CONCRETE

SLAB


JOHNSONITE RRS-XX-B, OR SIM.



VCT TILE FLOORING,


Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

3 P

M

05/07/2021

INTERIORDETAILS

21007

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12" = 1'-0"A11.2

1 TILE TO CONCRETE FLOOR TRANSITION12" = 1'-0"A11.2

2 TILE TO CARPET FLOOR TRANSITION12" = 1'-0"A11.2

4 CARPET TO RESILIENT FLOOR TRANSITION12" = 1'-0"A11.2

3 CARPET TO CONCRETE FLOOR TRANSITION

12" = 1'-0"A11.2

5 TILE TO CONCRETE FLOOR TRANSITION12" = 1'-0"A11.2

6 TILE TO RESILIENT FLOOR TRANSITION12" = 1'-0"A11.2

7 RESILIENT TO CONCRETE FLOOR TRANSITION12" = 1'-0"A11.2

8 CARPET TO VCT TILE TRANSITION

12" = 1'-0"A11.2

9 VCT TILE TO CONCRETE FLOOR TRANSITION

Revisions

No Description Date

May 7, 2021

PARTITION GENERAL NOTES:

FRAMING & FINISH:VERTICAL AND HORIZONTAL SPANS NOT TO EXCEED MANUFACTURES RECOMMENDATIONS. SEE STRUCTURAL DRAWINGS FOR REINFORCING AND BRACING IN CMU PARTITIONS.

GYPSUM BOARD PARTITIONS TO BE TAPED AND SANDED SMOOTH TO MEET SPECIFIED FINISH - SEE FINISH SCHEDULE.

SEE FINISH PLANS AND LEGEND FOR SCHEDULED WALL BASE.

CONTROL JOINTS (CJ) SHALL BE INSTALLED AT A MAXIMUM OF 30'-0" OC AND AT MAJOR INTERRUPTIONS

ALL OPENINGS, PENETRATIONS, AND JOINTS TO BE SEALED AS FOLLOWS:

SMOKE PARTITION:CONTINUOUS SEAL WITH ELASTOMETRIC SEALANT. SEE CODE PLANS FOR EXTENT AND LOCATION.

FIRE PARTITION:SEAL PER SPECIFICATIONS FOR FIRE STOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS. SEE CODE PLANS FOR EXTENT AND LOCATION.

PROVIDE IDENTIFICATION LABELING 12" ABOVE SUSPENDED CEILINGS. APPLY 12" HIGH RED LETTERING STATING "FIREWALL" EVERY 4 FEET FOR ENTIRE LENGTH OF SUSPENDED CEILING AREA.

NON-RATED PARTITION:ALL GYPSUM BOARD TO BE 5/8" TYPE X UNLESS OTHERWISE NOTED. REFER TO SPECIFICATIONS FOR GYPSUM TYPE DESCRIPTIONS.

MECHANICALLY FASTEN GYPSUM BOARD TO EXISTING WALLS.

SEE FINISH SCHEDULE FOR ANY ADDITIONAL FINISHES WHICH WILL BE APPLIED TO SURFACE OF PARTITIONS.

TILE LOCATIONS TO HAVE CEMENT BOARD BACKER AS SPECIFIED

NO BATT INSULATION IN PARTITIONS HALF HEIGHT WALLS.

ACOUSTIC PARTITIONS:INFILL GAPS AT THROUGH-WALL PENETRATIONS AND CAULK AS REQUIRED TO PREVENT SOUND TRANSFER WHERE INSULATION IS SHOWN.

FILL JOINT WITH MINERAL WOOL AND 1/2" DEEP NON-SAG ACOUSTICAL SEALANT.

RECESSED ITEMS IN PARTITION SHALL NOT BE INSTALLED BACK TO BACK.

5/8" GYPSUM BOARD, TYPE X BOTH SIDES

STRUCTURE/DECK

FINISH CEILING

5/8" GYP BOARD, BOTH SIDES

7/8" ACOUSTICAL ISOLATION CLIP

7/8" HAT CHANNEL

FIRE RESISTIVE JOINT

GYPSUM BOARD TO FOLLOW CONTOUR OF METAL DECKING

CAULK, AIR TIGHT, AT TOP EDGE OF GYPSUM BOARD. USE FIRE RESISTIVE JOINT OR ELASOTMETRIC SEAL AS INDICATED BY PARTITION TYPE. FOR ALL NON-RATED PARTITIONS FILL JOINT WITH MINERAL WOOL AND 1/2" DEEP NON-SAG ACOUSTICAL SEALANT.

TYPICAL DETAIL AT METAL DECKING

EXISTING PARTITION

GYP BOARD MECHANICALLY FASTENED TO EXISTING PARTITION

UNO1" SEE SCHEDULE BELOW

PARTITION KEYED NOTES:

1. PROVIDE CONTINUOUS THERMAL BARRIER AT LOCATIONS OF SPRAY FOAM INSULATION

2. 1" RIGID INSULATION IN LIEU OF BATT INSULATION ON EXTERIOR WALLS WITH RETURN AIR PLENUMS. SEE WALL SECTIONS.

3. FACE OF PARTITION WITH ACOUSTIC ISOLATION CLIPS NOT TO RECEIVE TILE

4. DEMO EXISTING TILE/SUBSTRATE AND ATTACH CEMENT BOARD IN LIEU OF GYP BOARD FOR TILE BACKING. WHERE DEMO OCCURS EXTEND VERTICALLY TO COVER INSULATION/STUD CAVITY

5. OMIT STEEL TUBE AND BASE PLATE.

6. OMIT STEEL TUBE AND BASE PLATE ANCHORED TO SLAB WHERE HALF HEIGHT PARTITION EXTENDS LESS THAN 3'-0" AND HAS LATERAL SUPPORT.

7. CONCRETE MASONRY UNIT RATING DESIGN: NBS REPORT BMS 92 TABLE 26

8. SEE CODE PLAN FOR RATED WALLS

P-TYPE

A1

SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

3-5/8" 4-7/8"

A2 3-5/8" 4-7/8"

A3 4" 5-1/4"

A4

A5 6" 7-1/4"

UL DESIGN: U465

A6

3"

NONE


FINISH FLOOR

4" 5-1/4"

6" 7-1/4"

3"

NONE

3"

NONE

TYPICAL DETAIL WALL PENETRATIONS

DEFLECTION TRACK

5/8" GYPSUM BOARD

STRUCTURE/DECK

FINISH CEILING

METAL STUDS

SOUND BATT INSULATION

ACOUSTIC SEALANT

ACOUSTIC SEALANT

FINISH FLOOR

DEFLECTION TRACK

EXISTING PARTITION OR STRUCTURE

BRACE FRAME NOT TO EXCEED 8'-0"

A: 1HR RATED PARTITIONP-TYPE

E1

SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

1-5/8"

E2 1-5/8"

E3 2-1/2"

E4

E5 3-5/8"

E6

1"

NONE

2-1/2"

3-5/8"

2"

NONE

3"

NONE

E: NON-RATED PARTITION

(2) 5/8" GYPSUM BOARD, TYPE X BOTH SIDES

STRUCTURE/DECK

FINISH CEILING


P-TYPE

B1

SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

3-5/8" 6-1/8"

B2 3-5/8" 6-1/8"

B3 4" 6-1/2"

B4

B5 6" 8-1/2"

UL DESIGN: U425 OR U407

B6

3"

NONE


FINISH FLOOR

4" 6-1/2"

6" 8-1/2"

3"

NONE

3"

NONE

DEFLECTION TRACK

B: 2 HR RATED PARTITION

5/8" GYPSUM BOARD

STRUCTURE/DECK

FINISH CEILING

ACOUSTIC SEALANT

ACOUSTIC SEALANT

FINISH FLOOR

EXISTING PARTITION OR STRUCTURE

P-TYPE

F1

SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

7/8" H 1-1/2"

F2 1" Z 1-5/8"

F3 1-1/2" Z 2-1/8"

F4

NONE

2" Z 2-5/8"

NONE

F: NON-RATED PARTITION

NONE

NONE

E7 4"

E8 4"

E9 6"

E10 6"

2-1/4"

2-1/4"

3-1/8"

3-1/8"

4-1/4"

4-1/4"

4-5/8"

4-5/8"

6-5/8"

6-5/8"

3"

NONE

6"

NONE

STRUCTURE/DECK

FINISH CEILING

6"

DEFLECTION TRACK

NOTE: DO NOT ADD SOUND BATT INSULATION WHERE THIS DETAIL IS REFERENCED ON PLAN

P-TYPE SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

G1

G2

G: NON-RATED PARTITION

STRUCTURE/DECK

FINISH CEILING

FINISH FLOOR

G3

3-5/8"

4"

6"

6-1/2"

7"

9"

3"

6"

3

3

3

METAL STUDS


METAL STUDS


METAL STUDS


3"

ACOUSTIC SEALANT

DEFLECTION TRACK

G4 EXIST. 1-3/4" NONE 3

EXIST.

P-TYPE SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

H1

H2

H: NON-RATED PARTITION

H3

1/4"

1/2"

5/8"

4

H4 EXISTING 1" NONE

EXISTING

EXISTING

EXISTING

NONE

NONE

NONE

STRUCTURE/DECK

FINISH CEILING

FINISH FLOOR

FIRE RESISTIVE JOINT AT RATED WALLS. ALL OTHER PENETRATIONS TO RECIEVE ACOUSTIC SEALANT UON

PARTITION PENETRATION TO BE ENCLOSED IN GYP

5/8" GYPSUM BOARD, BOTH SIDES

STRUCTURE/DECK

FINISH CEILING

ACOUSTIC SEALANT

P-TYPE

J1

SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

3-5/8" 4-7/8"

J2 3-5/8" 4-7/8"

J3 4" 5-1/4"

J4

J5 6" 7-1/4"

J6

3"

NONE

ACOUSTIC SEALANT

FINISH FLOOR

4" 5-1/4"

6" 7-1/4"

3"

NONE

6"

NONE

DEFLECTION TRACK

J: NON-RATED PARTITION

METAL STUDS


5/8" GYPSUM BOARD, BOTH SIDES

P-TYPE

K1

SOUND ATTENUATION

BLANKET

KEYED NOTES

STUD SIZE

PARTITION THICKNESS

3-5/8" 4-7/8"

K2 4" 5-1/4"

K3 6" 7-1/4"

NONE

FINISH FLOOR

NONE

NONE

K: NON-RATED PARTITION

METAL STUDS, ANCHOR TO TUBE WITH SELF TAP SCREW

C4X5.4 STEEL TUBE EMBED WITHIN STUD CAVITY. MAX SPACING 5'-0"

BASE PLATE 1/2"X5"X8" W/ (2) 5/8" DIA. HILTI KWIK HUS EZ (3-1/4" EMBED INTO SLAB).

1/4" "F" REVEAL, CLEAR ANNODIZED ALUM, UON

2 CM SOLID SURFACE

BLOCKING AS REQUIRED

SEE E

LEVATIO

N

WELD TOP PLATE TO T.O. EA. TUBE

5

6

6

STRUCTURE/DECK

FINISH CEILING

PARTITION AS SCHEDULED

NOTE: ADD SOUND BATT INSULATION PER PARTITION TYPE. STC RATING OF CEILING TO BE EQUIVALENT TO WALL

GYP TO WRAP TOP WHERE PARTITION IS SCHEDULED WITH GYP BOTH SIDES

1'-6

" M

IN

NOTE:A = STANDARD PARTITIONSAA = PROJECT SPECIFIC PARTITIONS

A1-a

PARTITION MODIFIER

PARTITION TYPE

PARTITION CATEGORY

BRACE PARTITION HEAD TO ADJACENT WALL AT 45 DEGREE

a: PARTITION MODIFIER b: PARTITION MODIFIER

HAT CHANNEL (H)Z CHANNEL (Z)

ACOUSTIC SEALANT

STRUCTURE/DECK

FINISH CEILING

6"

STUD TRACK OR CHANNEL

NOTE: DO NOT ADD SOUND BATT INSULATION WHERE THIS DETAIL IS REFERENCED ON PLAN

c: PARTITION MODIFIER

SEE SCHEDULE BELOW SEE SCHEDULE BELOW

SEE SCHEDULE BELOWSEE SCHEDULE BELOW

G4

SEE SCHEDULE BELOW

TYPICAL DETAIL AT RATED HORIZONTAL PARTITION

CH STUD

SHAFT LINER

FIRE SEALANTGYPSUM BOARD

STRUCTURE/DECK

FINISH CEILING

P-TYPE

N1

CMU SIZE KEYED NOTES

STUD SIZE

PARTITION THICKNESS

NONE

N2

3-5/8"

ACOUSTIC SEALANT

FINISH FLOOR

3X3X1/2" STEEL ANGLE, BOTH SIDES

N: NON-RATED PARTITION

CONCRETE MASONRY UNIT

SEE SCHEDULE

UNO

1"

MINERAL WOOL INSULATION FULL WIDTH OF PARTITION, FILL METAL DECK FLUTES FLUSH TO FACE OF CMU AS SCHEDULED

EXPANSION BOLT, 2 1/2" MIN EMBEDMENT

PARALLEL TO METAL DECK PERPENDICULAR TO METAL DECK

MIN 3/16" X 14" WIDE STEEL PLATE, 48" OC, SPAN 3 FLUTES MIN, ATTACH WITH (4) 3/8" EXPANSION BOLTS, 2 1/2" MIN EMBEDMENT

NONE 5-5/8"

N3 NONE 7-5/8"

N4 NONE 9-5/8"

N5 NONE 11-5/8"

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

21 1

2:4

6:1

3 P

M

05/07/2021

PARTITIONTYPES

21007

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Revisions

No Description Date

May 7, 2021

DO

OR H

EIG

HT

2"

2"

WIDTH

DOOR 2"

DO

OR H

EIG

HT

2"

2"

WIDTH

DOOR 2"

DO

OR H

EIG

HT

2"

2"

WIDTH

DOOR

2"

1' - 10"

2"

TYPE HM-A

TYPE: DOUBLE RABBETMATERIAL: HOLLOW METALFINISH: PAINT

TYPE HM-C

TYPE: DOUBLE EGRESSMATERIAL: HOLLOW METALFINISH: PAINT

TYPE HM-D

TYPE: DOUBLE RABBETMATERIAL: HOLLOW METALFINISH: PAINTGLAZING: TEMPERED

DO

OR H

EIG

HT

4"

2"

WIDTH

DOOR 2"

TYPE HM-B

TYPE: DOUBLE RABBETMATERIAL: HOLLOW METALFINISH: PAINT

GENERAL NOTES:1. REFER TO ELECTRICAL DRAWINGS FOR WIRING DIAGRAMS ON ELECTRIFIED DOORS. 2. CONTRACTOR TO VERIFY DIMENSIONS OF EXISTING OPENINGS AT LOCATIONS WHERE NEW FRAMES WILL BE INSTALLED.3. MINIMUM GLASS THICKNESSES TO MEET GANA PUBLICATION: “LAMINATED GLAZING REFERENCE MANUAL” AND “GLAZING MANUAL” AND IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, “NORTH AMERICAN GLAZING GUIDELINES FOR SEALED INSULATING GLASS UNITS FOR COMMERCIAL AND RESIDENTIAL USE.”

3' -

6" 2

"2

"

DO

OR H

EIG

HT

4"

2"

WIDTH

DOOR 2' - 0"

2"

TYPE HM-E


4"

4"

DO

OR H

EIG

HT

2"

2"

WIDTH

DOOR 2' - 0"

2"

TYPE HM-F


4"

2"

DO

OR H

EIG

HT

2"

2"

WIDTH

DOOR 2"

TYPE AL-4

TYPE: DOUBLE RABBETMATERIAL: ALUMINUMFINISH: CLEAR ANODIZED

ELEVATION

TEMPERED GLAZING GENERAL NOTES: 1. GLASS IN ANY DOOR.

2. GLASS IN ANY KIND OF SHOWER, BATHTUB AREA, HOT TUB, STEAM ROOM, SAUNA OR WHIRLPOOL AREA WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 6O INCHES ABOVE A STANDING SURFACE AND DRAIN OUTLET.

3. GLASS IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE.

4. GLASS IN FIXED OR OPERABLE PANELS THAT MEETS ALL OF THE FOLLOWING CONDITIONS:A. BOTTOM EDGE IS LESS THAN 18" ABOVE FLOOR.B. TOP EDGE IS GREATER THAN 36" ABOVE FLOOR.C. TOTAL AREA OF GLASS IS GREATER THAN 9 SF.D. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING.

5. GLASS IN WALLS USED AS A BARRIER FOR INDOOR OR OUTDOOR SWIMMING POOLS OR SPAS WHEN BOTH OF THE FOLLOWING EXIST:

A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A POOL SIDE OF THE GLAZING.

B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.

6. GLASS IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60" ABOVE A WALKING SURFACE.

7. MINIMUM GLASS THICKNESSES TO MEET GANA PUBLICATION: “LAMINATED GLAZING REFERENCE MANUAL” AND “GLAZING MANUAL” AND IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, “NORTH AMERICAN GLAZING GUIDELINES FOR SEALED INSULATING GLASS UNITS FOR COMMERCIAL AND RESIDENTIAL USE.”

5' -

0"

OR LESS

2' - 0"

OR LESS

2' - 0"

SAFETY GLAZING REQUIRED

PLAN

GREA

TER

THAN

24"

1' - 11"

B

A

C

1' - 11"

SAFETY GLAZING REQUIRED FOR WINDOWS B AND C

6" UNLESS NOTED OTHERWISEDOUBLE STUD HEADER

HM FRAME

DOOR & FRAME (SEE SCHED)

DRYWALL PARTITION (SEE PLAN & SCHED)

JAMB ANCHORS (3 PER SIDE)

2"

VARIES

TYPE WD-1TYPE HM-1

TYPE: SWINGMATERIAL: METALFINISH: PAINTGLAZING: NONE

DO

OR H

EIG

HT

DOOR WIDTH

TYPE WD-3

TYPE: SWINGMATERIAL: HOLLOW METALFINISH: GRAINTECHGLAZING: TEMPERED

DO

OR H

EIG

HT

3' -

6"

DOOR WIDTH

TYPE WD-2

DO

OR H

EIG

HT

DOOR WIDTH

6"

6"

DOOR WIDTH

DO

OR H

EIG

HT

DOOR WIDTH

TYPE HM-2

TYPE: SWINGMATERIAL: METALFINISH: PAINTGLAZING: NONE

TYPE HM- 3

TYPE: SWINGMATERIAL: METALFINISH: PAINTGLAZING: NONELOUVER: PAINT

DOOR WIDTH

TYPE: SWINGMATERIAL: SOLID WOODFINISH: STAINEDGLAZING: NONE

TYPE: SWINGMATERIAL: HOLLOW METALFINISH: GRAINTECHGLAZING: NONE

GENERAL NOTES:1. MINIMUM GLASS THICKNESSES TO MEET GANA PUBLICATION: “LAMINATED GLAZING REFERENCE MANUAL” AND “GLAZING MANUAL” AND IGMA PUBLICATION FOR INSULATING GLASS: SIGMA TM-3000, “NORTH AMERICAN GLAZING GUIDELINES FOR SEALED INSULATING GLASS UNITS FOR COMMERCIAL AND RESIDENTIAL USE.”

DOOR WIDTH

DO

OR H

EIG

HT

TYPE GL-1

DOOR WIDTH

6" 6"

TYPE AL-3

6"

1' -

0"

TYPE SL-2

DO

OR H

EIG

HT

DOOR WIDTH, F.V.

HEADER BOXDOOR WIDTH

DO

OR H

EIG

HT

TYPE GL-2

TYPE: SWINGMATERIAL: ALUM/GLASSFINISH: CLEARGLAZING: TEMPERED

TYPE SL-1

TYPE: AUTOMATIC SLIDINGMATERIAL: ALUMINUMFINISH: MATCH EXIST. UNOGLAZING: IGU/TEMPERED

DO

OR H

EIG

HT

8' -

2" F.V

.

HEADER BOXDOOR WIDTH

6" 6"

TYPE AL-2

6"

1' -

0"

DOOR WIDTH

TYPE AL-1

TYPE: SWINGMATERIAL: ALUMINUMFINISH: CLEARGLAZING: TEMPERED

6" 6"

1' -

0"

6"

6" 6"

TYPE AL-4

1' -

0"

6"

DR WDTH




TYPE: AUTOMATIC SLIDINGMATERIAL: ALUMINUMFINISH: MATCH EXIST. UNOGLAZING: IGU/TEMPERED

TYPE: SWINGMATERIAL: ALUM/GLASSFINISH: CLEARGLAZING: TEMPERED

8' -

2"

DOOR WIDTH, F.V.

1 3

/4"

4 1

/2"

TYPE WD-4

TYPE: SWINGMATERIAL: SOLID WOODFINISH: STAINEDGLAZING: TEMPERED

DO

OR H

EIG

HT

DOOR WIDTH

6"

6"

3' -

6"

DOOR WIDTH

TYPE WD-5

TYPE: SWINGMATERIAL: SOLID WOODFINISH: STAINEDGLAZING: TEMPERED LAMINATED

DO

OR H

EIG

HT

3' -

6"

DOOR WIDTH

6"

8"

6"

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






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/20

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DOOR TYPES

21007

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1/4" = 1'-0"A12.4

4 FRAME TYPES

1/4" = 1'-0"A12.4

5 TYPICAL TEMPERED GLAZING LOCATION

1/2" = 1'-0"A12.4

2 TYPICAL DOOR LOCATION1 1/2" = 1'-0"A12.4

3 TYPICAL DOOR JAMB DETAIL

Door Schedule

Mark Width Height Door TypeFrameType

FireRating Comments

101 3' - 0" 7' - 0" WD-3 HM-A

101A 3' - 0" 7' - 0" WD-1 HM-A SOUND RATED DOOR & FRAME WITH SEALS FOR SOUND PROOFINGSTC 39

102 3' - 0" 7' - 0" AL-4 AL-4 20 MIN

102A 3' - 0" 7' - 0" AL-4 AL-4 20 MIN

102B 3' - 0" 7' - 0" WD-1 HM-A

104 4' - 0" 7' - 0" WD-1 HM-A 20 MIN

E100 6' - 0" 7' - 0" EXIST EXIST HARDWARE MODIFICATION AND ADD POWER TO DOORS

E100A 6' - 0" 7' - 0" EXIST EXIST HARDWARE MODIFICATION

GENERAL NOTE: REFER TO SPECIFICATIONS FOR HARDWARE GROUPS.

1/4" = 1'-0"A12.4

1 DOOR TYPES

Revisions

No Description Date

May 7, 2021

GENERAL ROOM FINISH NOTES

A. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MANUFACTURERS' LEAD TIME REQUIREMENTS FOR ALL FINISHES AND/OR MATERIALS IDENTIFIED IN THE DRAWINGS AND WRITTEN SPECIFICATIONS AND THEREFORE ORDER FINISHES AND/OR MATERIALS IN A TIMELY MANNER TO MEET THE PROJECT COMPLETION SCHEDULE.

B. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MANUFACTURERS' MINIMUM MATERIAL REQUIREMENTS REQUIRED FOR PURCHASE ORDERS FOR ALL FINISHES AND/OR MATERIALS IDENTIFIED IN THE DRAWINGS AND WRITTEN SPECIFICATIONS.

C. SEE A4.X SERIES SHEETS FOR ADDITIONAL CEILING INFORMATION INCLUDING BUT NOT LIMITED TO CEILING FINISH(ES) INFORMATION.

D. GYP. CEILINGS AND SOFFITS, EXISTING AND NEW, TO BE PAINTED PNT-1, UNLESS OTHERWISE NOTED. REFER TO ROOM FINISH SCHEDULE AND REFLECTED CEILING PLANS FOR MORE INFORMATION.

E. SEE A10.X SERIES SHEETS FOR ADDITIONAL INTERIOR ELEVATIONS INFORMATION AND MORE INFORMATION REGARDING ALL FINISH(ES) LOCATIONS, MATERIALS AND/OR PATTERNS.

F. SEE A14.X SERIES SHEETS FOR ALL FLOORING MATERIAL LOCATIONS, PATTERNS, MATERIAL INSTALLATION DIRECTION, CHANGE IN BASE MATERIALS AND/OR BASE COLORS AT NOTED LOCATIONS/ADJACENCIES.

G. SEE A14.X SERIES SHEETS FOR ROOM FINISH TAGS, INDICATING CEILING, WALL, BASE & FLOOR MATERIALS. SEE ROOM FINISH TAG LEGEND FOR INFORMATION REGARDING SCHEDULED FINISHES.

H. ALL KEYNOTES IDENTIFIED BY OVAL SHAPE ON A14.X SERIES FINISH FLOOR PLAN, REFER TO WALL AND/OR COLUMN PAINT COLORS AS INDICATED, UNLESS OTHERWISE NOTED. WHERE NOTES INDICATE PAINT COLORS AT COLUMNS, ALL SIDES OF COLUMN TO BE PAINTED ACCENT COLOR.

I. UNLESS NOTED OTHERWISE ON THE DRAWINGS, REFER TO WRITTEN SPECIFICATIONS FOR ALL PAINT FINISHES. COLORS WILL BE IDENTIFIED ON FINISH LEGEND.

J. PROVIDE LEVEL AND SMOOTH TRANSITIONS BETWEEN CHANGE IN FLOORING MATERIALS, TYP.

K. PROVIDE FLOORING TRANSITION STRIPS, ADAPTORS AND/OR FLOORING REDUCERS AS REQUIRED BETWEEN CHANGE IN FLOORING MATERIAL SEE ROOM FINISH LEGEND "TRN-X" FOR DETAILS. CONTRACTOR TO VERIFY THE SUITABILITY OF SPECIFIED TRANSITIONS AND INFORM ARCHITECT OF ANY DISCREPANCIES. IF DISCREPANCIES DO OCCUR, CONTRACTOR TO PROVIDE RECOMMENDED SUBSTITUTIONS FOR ARCHITECT APPROVAL PRIOR TO INSTALLATION. ALL RECOMMENDATIONS MUST ADHERE TO ADA GUIDELINES.

L. UNLESS OTHERWISE NOTED, TRANSITION BETWEEN CHANGE IN MATERIALS SHOULD OCCUR AT CENTER OF DOOR THRESHOLD.

M. FLOORING TO BE INSTALLED UNDER ALL CASEWORK, TYP.

N. WHERE THE SAME FLOORING MATERIAL & INSTALLATION DIRECTION ARE USED IN ADJACENT ROOMS, THE MATERIAL SHOULD CONTINUOUSLY ALIGN BETWEEN ROOMS & DOORS, TYP.

O. INTERIOR HOLLOW METAL DOOR FRAMES TO BE PAINTED ADJACENT WALL COLOR, UNLESS NOTED OTHERWISE.

P. INTERIOR HOLLOW METAL DOORS TO BE PAINTED ADJACENT HOLLOW METAL FRAME COLOR, UNLESS NOTED OTHERWISE.

Q. NEW SOLID SURFACE EXTERIOR WINDOW SILLS TO BE SS-1, UNLESS NOTED OTHERWISE.

R. FINISH ALL VISIBLE SIDES OF ALL SOLID SURFACE MATERIALS, TYP. SEE SPECIFICATION FOR MORE INFORMATION.

S. ELECTRICAL DEVICES AND PLATES COLORS:1. ON ALL WHITE /WHITE-LIKE PAINTED GYP WALLS - ELECTRICAL DEVICES AND PLATES SHALL BE WHITE.2. ON ALL OTHER (NON-WHITE) PAINTED GYP WALLS - ELECTRICAL DEVICES SHALL BE GREY AND PLATES SHALL BE STAINLESS STEEL

ROOM FINISH REMARKS1. CASEWORK FINISHES:

CABINETS: PL-1COUNTERS: SS-1 DOOR & DRAWER PULLS: HRD-1.NOTE: CABINETS TO BE LOCKABLE, KEYED ALIKE.

CEILING FINISH

WALL FINISH

WALL BASE FINISH

FLOORING FINISH

ROOM REMARKS

ROOM NUMBER

ROOM NAME

A. SEE A14.X SERIES FOR FINISHES AS TAGGED WITHIN EACH ROOM. ALL ROOMS TO RECEIVE FINISH MATERIAL AS INDICATED ON ROOM FINISH TAG, UNLESS OTHERWISE NOTED. EXCEPTIONS TO ALL FINISHES NOTED ON ROOM FINISH TAG SHALL BE IDENTIFIED ON FINISH PLANS, CEILING PLANS, AND/OR ELEVATIONS.

B. WHERE GENERIC FINISH MATERIALS ARE NOTED IN THE ROOM FINISH TAG (I.E. "PNT" OR "VB"), SEE A4.X, A10.X, A11.X & A14.X SERIES SHEETS FOR MORE INFORMATION REGARDING MULTIPLE FINISHES AND/OR OTHER MATERIALS USED WITHIN A ROOM AND/OR AS PART OF THE DESIGN INTENT AS NOT SPECIFICALLY IDENTIFIED ON THE ROOM FINISH TAG.

C. WHERE IDENTIFIED, ROOM REMARKS NOTED ON ROOM FINISH TAG ARE SPECIFIC TO ROOM & SUPERCEDE GENERAL ROOM FINISH NOTES.

D. INFORMATION ON ROOM FINISH TAG IS AS FOLLOWS:

ROOM FINISH TAG LEGEND & NOTES

ROOM FINISH LEGEND

ACT-1 ACOUSTIC CEILING TILE (new product) MANUF: ARMSTRONGPANEL: CALLA - 2820

SQUARE LAY-IN 15/16"GRID: 15/16" PRELUDESIZE: 2' X 4' FINISH/COLOR: WHITE

CPT-1 CARPET TILE MANUF: Tarkett: tandus, Mohawk, KINETEXSTYLE: TBDCOLOR: TBDSIZE: TBDINSTALLATION: TBD

EXT EXISTING

HRD-1 HARDWARE, CABINET PULLSMANUF: DOUG MOCKETT & COMPANYMODEL: DP57ESIZE: 7-15/16" OVERALL LENGTH COLOR: SATIN STAINLESS STEEL

MST-1 MARMOLEUM SHEET TILE MANUF: FORBO - Allura, MohawkPRODUCT: TBDCOLOR: TBDSIZE: TBDINSTALLATION: TBD

PL-1 PLASTIC LAMINATE MANUF: WILSONARTCOLOR: LANDMARK WOOD NUMBER: 798

PNT-1 PAINTMATCH EXISTING

PNT-2 PAINT MANUF: BENJAMIN MOORECOLOR: TBD

SS-1 SOLID SURFACEMANUF: CORIAN COLOR: EVEREST

TRN-1 TRANSITION STRIPS / REDUCERS / ADAPTORSNOTE: CONTRACTOR TO VERIFY FIELD CONDITIONS & SUPPLY CORRECT SIZE TRANSITION TO ENSURE SMOOTH & LEVEL TRANSITION BETWEEN FLOORING TYPES. CONTRACTOR TO CONTACT ARCHITECT FOR FINAL APPROVAL OF ANY CHANGE IN TRANSITION TYPES. TRANISTIONS BASED ON THE FOLLOWING FLOORING TYPES & SIZES:

CERAMIC TILE - 3/8"CARPET - TBDRESILIENT (MST) - TBDEXISTING FLOORING TO REMAIN - CONTRACTOR

TO FIELD VERIFY.

EXISTING FLOORING TO NEW FLOORINGCONTRACTOR TO FIELD VERIFY EXISTING FLOORING HEIGHTS & PROVIDE RECOMMENDATION FOR APPROPRIATE TRANSITION FOR ARCHITECT APPROVAL PRIOR TO ORDERING & INSTALLING.

COLOR: TO BE SELECTED FROM MANUF. STANDARD OPTIONS

CPT TO CPTNO TRANSITION STRIP REQ.

CPT TO MSTMANUF: TARKETTPRODUCT: TBDCOLOR: TBD

MST TO MSTNO TRANSITION STRIP REQ.

VB-1 VINYL WALL BASEMATCH EXISTING

VB-2 VINYL WALL BASEMANUF: JOHNSONITE STYLE: TRADITIONAL WALL BASEHEIGHT: 4"COLOR: 63 BURNT UMBER

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

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4 P

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05/07/2021

INTERIORFINISH NOTES

& LEGEND

21007

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Revisions

No Description Date

May 7, 2021

S

VESTIBULE100

EXT

PNT-1

EXT

EXT

DIRECTOR'SOFFICE

101

VB-2

PNT-2

ACT-1

CPT-2

SECURITY OFFICE102

VB-2

PNT-2

ACT-1

MST-1

1

ORCHESTRASTORAGE

104

VB-2

PNT-2

ACT-1

MST-1

ORCHESTRA103

EXT / VB-1

EXT / PNT-1

EXT

EXT

A5.17

LOBBY106

EXT

EXT / PNT-1

EXT

EXT

Project No:

DATE:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409






PHASE I

5/9

/20

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2:4

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4 P

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05/07/2021

FINISH FLOORPLAN

21007

A14.1

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Keynote Legend


N

1/8" = 1'-0"A14.1

1 FIRST FLOOR FINISH PLAN

N

NOT TO SCALE

KEY PLAN

Revisions

No Description Date

May 7, 2021

TABLE 4.4, GENERAL EXEMPTION - SEISMIC BRACING NOT REQUIRED FOR ALL MEP COMPONENTS IN SEISMIC DESIGN CATEGORY A OR B.

TABLE 4.4, GENERAL EXEMPTION - SEISMIC BRACING NOT REQUIRED FOR ALL MEP COMPONENTS IN SEISMIC DESIGN CATEGORY C AND THE COMPONENT IMPORTANCE FACTOR = 1.0.

TABLE 4.4, GENERAL EXEMPTION - SEISMIC BRACING NOT REQUIRED FOR ALL MEP COMPONENTS IN SEISMIC DESIGN CATEGORY D, E OR F, AND THE COMPONENT IMPORTANCE FACTOR = 1.0, AND COMPONENTS HAVE APPROVED FLEXIBLE CONNECTIONS NO LESS THAN 3 FEET IN LENGTH TO THE ASSOCIATED DUCTWORK, PIPING AND CONDUIT, AND THE COMPONENTS ARE EITHER: 1. MOUNTED 4 FEET OR LESS ABOVE THE FLOOR LEVEL AND WEIGH 400 POUNDS OR LESS. 2. WEIGH 20 POUNDS OR LESS, OR FOR DISTRIBUTION SYSTEMS WEIGHING 5 LB/FT OR LESS.

TABLE 4.4, DUCT EXEMPTION - SEISMIC BRACING NOT REQUIRED FOR DUCTS NOT PART OF HAZARDOUS EXHAUST SYSTEMS OR FIRE PROTECTION SYSTEMS SUCH AS SMOKE CONTROL OR EVACUATION SYSTEMS WHEN EITHER:

1. HVAC DUCTS SUSPENDED FROM HANGERS 12 INCHES OR LESS IN LENGTH: HANGERS SHALL BE DETAILED TO AVOID SIGNIFICANT BENDING OF THE HANGERS AND THEIR ATTACHMENTS.2. HVAC DUCTS HAVING A CROSS-SECTIONAL AREA OF LESS THAN 6 SQUARE FEET.

TABLE 4.4, PIPING SYSTEM EXEMPTIONS - SEISMIC BRACING NOT REQUIRED FOR PIPING THAT IS SUPPORTED BY ROD HANGERS: HANGERS IN THE PIPE RUN ARE 12 INCHES OR LESS IN LENGTH FROM THE TOP OF THE PIPE TO THE SUPPORTING STRUCTURE; HANGERS ARE DETAILED TO AVOID BENDING OF THE HANGERS AND THEIR ATTACHMENTS; AND PROVISIONS ARE MADE FOR PIPING TO ACCOMMODATE EXPECTED DEFLECTIONS.

TABLE 4.4, PIPING SYSTEM EXEMPTIONS - SEISMIC BRACING NOT REQUIRED FOR HIGH DEFORMABILITY PIPING; PROVISIONS ARE MADE TO AVOID IMPACT WITH LARGER PIPING OR MECHANICAL COMPONENTS OR TO PROTECT THE PIPING IN THE EVENT OF SUCH IMPACT; AND THE NOMINAL PIPE SIZES ARE LIMITED TO:

1. 1 INCH OR LESS FOR SEISMIC DESIGN CATEGORY D, E OR F, AND IMPORTANCE FACTOR > 1.0.2. 2 INCHES OR LESS FOR SEISMIC DESIGN CATEGORY C, AND IMPORTANCE FACTOR > 1.0.3. 3 INCHES OR LESS FOR SEISMIC DESIGN CATEGORY D, E OR F, AND IMPORTANCE FACTOR = 1.0.

TABLE 4.4, GAS PIPING SYSTEM EXEMPTIONS - SEISMIC BRACING NOT REQUIRED FOR ALL TYPES OF EXTERIOR GAS PIPING INSTALLED ON ROOFS IN SEISMIC DESIGN CATEGORY C, D, E OR F, WHEN SUCH PIPING WILL SUPPLY GAS UNDER NO MORE THAN 2 PSI AND IS PROTECTED BY ONE OF THE TWO FOLLOWING METHODS:

1. AN APPROVED SEISMIC SHUT-OFF VALVE IS INSTALLED WITHIN 5 FEET OF THE BEGINNING OF THE RUN OF GAS PIPE ON THE ROOF, OR OTHER APPROVED LOCATION. 2. APPROVED FLEXIBLE PIPING NO LESS THAN 3 FEET IN LENGTH IS INSTALLED WITHIN 3 FEET OF THE BEGINNING OF THE RUN OF GAS PIPE ON THE ROOF AND AT THE

CONNECTION TO THE EQUIPMENT SERVED BY THE PIPE AND AT INTERVALS ALONG THE RUN OF NO MORE THAN 42 FEET.

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO THE PLAN REVIEWER.

REFER TO ROOFTOP UNIT CURB DETAIL FOR ADDITIONAL INSTALLATION REQUIREMENTS.

COMPONENTS THAT ARE INSTALLED IN-LINE WITH THE DUCT SYSTEM AND HAVE AN OPERATING WEIGHT GREATER THAN 75 LBS. SHALL BE SUPPORTED AND LATERALLY BRACED INDEPENDENT OF THE DUCT SYSTEM.

UNBRACED PIPING ATTACHED TO IN-LINE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TO ACCOMMODATE DIFFERENTIAL DISPLACEMENTS.

APPURTENANCES SUCH AS DAMPERS, LOUVERS AND DIFFUSERS SHALL BE POSITIVELY ATTACHED WITH MECHANICAL FASTENERS.

TYPICAL NOTES: 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

OCCUPANCY CATEGORY: III

LISTING OF EQUIPMENT AND SYSTEMCOMPONENTS

FIRE PROTECTION, DETECTION &ALARM EQUIPMENT & SYSTEMCOMPONENTS:

HAZARDOUS EQUIPMENT ANDSYSTEM COMPONENTS:

OTHER EQUIPMENT AND SYSTEMCOMPONENTS NEEDED FORCONTINUED OPERATION OF SEISMICGROUP III FACILITIES OR WHOSEFAILURE COULD IMPAIR THEIRCONTINUED OPERATION:

N/A

N/A

Ip=1.0

ROOF-MOUNTED EQUIPMENT > 400 POUNDS

N/A

ROOF-MOUNTED EQUIPMENT < 400 POUNDS

N/A

EQUIPMENT SUSPENDED FROM STRUCTURE

HVAC DUCTWORK < 6 S.F.

HVAC DUCTWORK > 6 S.F.N/A

LAY-IN AIR DEVICES < 20 POUNDS

MECHANICAL SEISMIC DESIGN CODE SCHEDULE

SEISMIC DESIGN CATEGORY: D

ANCHORAGE TO FLOORS, ROOFS, ETC.

NOT PROVIDED PROVIDED

SWAY BRACING LOCATION OF PROFESSIONALLY SEALED ANCHORAGE AND SWAY BRACING DETAILS.

ON CONST. DOCUMENTS

DWG. NO. SPEC SECT.

SUBSEQUENT SUBMITTAL

SHOP DWGS SEP. PERMIT

COMMENTS

NOT PROVIDED PROVIDED

NOTE 4

NOTE 3

N/A

OTHER GENERAL EQUIPMENT AND SYTEM COMPONENTS:


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:

The Professional seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims

any and all responsibility for such plan, drawings or documents not exhibiting this seal.



Project No:

5/7

/20

21 3

:44:2

2 P

M

M0.1

BRiC Partnership, LLCMEP Engineer3636 S. Geyer Rd, Ste 305St. Louis, MO 63127

Larson EngineeringStructural Engineer1850 Craigshire Road, Ste 300St. Louis, MO 63146

SEISMIC CODEBLOCK -

MECHANICAL

05/06/2021

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BRiC MO Certificate of Authority 2002028690

ENGINEER OF RECORD:

MO License No.:2013000576 Exp:12/31/2021

MICHAEL HOFF

Revisions

No Description Date

ALL HVAC SCOPE INDICATED ON SHEETS M0.1 THRU M6.0 IS FOR INFORMATIONAL PURPOSES AND COORDINATION PURPOSES WITH OTHER TRADES. THIS WORK WILL BE PERFORMED UNDER A SEPARATE CONTRACT. GENERAL CONTRACTOR AND SUB CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION WITH THE CONTRACTOR PERFORMING THE HVAC SCOPE.

GENERAL NOTES (HYDRONIC) GENERAL NOTES (DEMOLITION)

GENERAL NOTES (AIR SIDE)GENERAL NOTES

R

D

CS

CR

DTS

DTR

G

CWS

CWR

CA

LPS

MPS

LPC

MPC

HPS

HPC

CPD

HWS

HWR

RS

RL

RD

VL

D

MWL

FOV

FOR

FOS

K A

M

S

S

M

B

CL

GAS

FS

U

PIPING SPECIALTIES

GENERAL CONSTRUCTION CONTRACTOR

HEATING & AIR CONDITIONING CONTRACTOR

PLUMBING CONTRACTOR

ELECTRICAL CONTRACTOR

AUTOMATIC CONTROL SUB-CONTRACTOR

FIRE PROTECTION CONTRACTOR

KITCHEN EQUIPMENT CONTRACTOR

RISER DESIGNATION

(RISER INDICATION P=PLUMBING, P =KITCHEN, P =ACID)

(RISER NUMBER)

ACCESS PANEL

NEW CONNECTION

SA SOUND ATTENUATOR

FLEXIBLE CONNECTIONFC

SPLITTER DAMPER

HUMIDISTAT

CONDENSING WATER SUPPLY

CONDENSING WATER RETURN

DUAL TEMPERATURE SUPPLY

DUAL TEMPERATURE RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

COMPRESSED AIR

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

LOW PRESSURE CONDENSATE

MEDIUM PRESSURE CONDENSATE

HIGH PRESSURE STEAM

HIGH PRESSURE CONDENSATE

CONDENSATE PUMP DISCHARGE

HEATING WATER SUPPLY

HEATING WATER RETURN

REFRIGERANT SUCTION

REFRIGERANT LIQUID

REFRIGERANT DISCHARGE

VENT LINE (OTHER THAN PLUMBING)

DRAIN LINE (OTHER THAN PLUMBING)

MAKE - UP WATER LINE

FUEL OIL VENT

FUEL OIL RETURN

FUEL OIL SUPPLY

AP

FINISH FLOOR ELEVATION

ABOVE FINISH FLOOR

TOP ELEVATION

BOTTOM ELEVATION

FFE

AFF

TE

BE

FL FLOW LINE

INVERT ELEVATIONINV

CENTER LINE

HALON SUB-CONTRACTOR

(MIXING OR BY-PASS AS INDICATED)

FLOW MEASURING DEVICE

COMBINATION BALANCING & MEASURING DEVICE

TEE (SIDE OUTLET DOWN)

FLEXIBLE PIPE CONNECTION

SOC SHUT-OFF COCK

PRESSURE REDUCING VALVE

TEMPERATURE AND PRESSURE RELIEF VALVE

FLOW CONTROL VALVE (GPM INDICATED)

VALVE W/ SUPERVISORY SWITCH

THERMOMETER (TUBE OR DIAL AS INDICATED)TH

DIAPHRAGM VALVE

MOTORIZED VALVE

PIPE GUIDES

ANCHORS

DIRECTION OF FLOW

DV

MV

PRV

FLOW SWITCH

BUTTERFLY VALVE

PRESSURE GAUGE

SOLENOID VALVE

PG

T&PR

FCV

BFV

SLV

STEAM TRAP

ECCENTRIC REDUCER

ELBOW (TURNED DOWN)

ELBOW (TURNED UP)

FMD

ECR

BMD

TEE (SIDE OUTLET UP)

CONCENTRIC REDUCER

EXPANSION JOINT

AIR VENT (AUTOMATIC)

AIR VENT (MANUAL)

RELIEF VALVE

AVA

CCR

EX

AVM

FC

RV

BALL VALVE

UNION

STRAINER

BALANCING COCK

GLOBE VALVE

CHECK VALVE

GATE VALVE

BC

BLV

STR

GV

GLV

CV

PETES PLUG

3 - WAY VALVE

STOP AND WASTE VALVE

HOSE END VALVE

LUBRICATED VALVE

SWV

TWV

HEV

LPV

GC

HAC

PC

EC

ACS

FPC

HSC

KEC

1. THESE PLANS ARE DIAGRAMMATIC IN NATURE SINCE THEY REFLECT ONLY THE AVAILABLE INFORMATION OBTAINED FROM EXISTING PLANS, SPECIFICATIONS, AND FIELD SURVEYS. THE EXACT LOCATION OF EXISTING DUCTWORK, PIPING, AND EQUIPMENT MAY DEVIATE FROM THE LOCATION INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE PREPARED TO MAKE SOME ALTERATIONS TO NEW AND/OR EXISTING SERVICES TO FIT ACTUAL JOB CONDITIONS.

2. THE SPACE ALLOWED FOR MECHANICAL (HVAC, PLUMBING, FIRE PROTECTION) AND ELECTRICAL WORK ABOVE THE SUSPENDED CEILING IS CRITICAL AND REQUIRES COORDINATION BETWEEN TRADES. CONTRACTORS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO FABRICATION OR INSTALLATION OF ANY MATERIALS. DUCTWORK SHALL BE HUNG AS CLOSE AS POSSIBLE TO THE STRUCTURE ABOVE UNLESS INDICATED OTHERWISE. REWORK OF PIPING, DUCTWORK, EQUIPMENT LOCATION, CONDUIT, ETC. AS A RESULT OF POOR PLANNING, COORDINATION, OR SCHEDULING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. ANY HOLES LEFT IN EXISTING WALL CONSTRUCTION DUE TO DEMOLITION OR NEW WORK SHALL BE PATCHED TO MATCH EXISTING CONDITIONS.

4. PIPES/DUCTS/ETC. PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE SEALED WEATHER PROOF.

5. PROVIDE OPENING IN DRY WALL ABOVE CEILING TO ALLOW SUPPLY AIR TO RETURN TO OR AIR HANDLERS.

6. THERMOSTATS & ROOM TEMPERATURE SENSORS SHALL BE MOUNTED AT 48" A.F.F. TO THE TOP OF THERMOSTAT UNLESS NOTED OTHERWISE. DO NOT MOUNT IN DIRECT SUNLIGHT OR NEAR HEAT PRODUCING EQUIPMENT.

7. INSTALL H.V.A.C. SYSTEM IN ACCORDANCE WITH ALL STATE AND LOCAL CODES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ANY FRAMING REVISIONS, EQUIPMENT LOCATIONS, ADDITION OF CONTROLS, ELECTRICAL CIRCUITING REVISIONS, ETC. THAT RESULT FROM USING EQUIPMENT OTHER THAN INDICATED ON THE DRAWINGS. APPROVAL OF THE SHOP DRAWINGS BY THE ENGINEER WILL NOT WAIVE THE CONTRACTOR OF THIS RESPONSIBILITY.

9. THE CONTRACTOR SHALL HAVE THE FINAL RESPONSIBILITY FOR SYSTEM START UP AND TURN OVER TO THE OWNER.

10. ALL ITEMS INCLUDED ON THESE DRAWINGS AND THE SPECIFICATIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. IF THE CONTRACTOR DOES NOT CLEARLY UNDERSTAND THESE PLANS OR IS NOT SURE OF THEIR MEANING, THE CONTRACTOR SHOULD OBTAIN THE ENGINEER'S WRITTEN EXPLANATION AND INTERPRETATION PRIOR TO BID TIME. THE CONTRACTOR WILL BE HELD TO THE INTERPRETATION OF THE ENGINEER.

11. FIRE CAULK ALL PENETRATIONS THRU FIRE RATED PARTITIONS TO MAINTAIN FIRE RATING OF PARTITION.

12. CAULK ALL PENETRATIONS THRU WALLS TO MINIMIZE SOUND PENETRATION THRU WALLS.

13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL TEMPERATURE CONTROL SYSTEM REQUIREMENTS.

14. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ROOFS/WALLS/FLOORS AND CORE DRILLS REQUIRED TO COMPLETE THEIR RESPECTIVE WORK.

15. THE OWNER SHALL HAVE FIRST SALVAGE RIGHTS OF EQUIPMENT AND MATERIALS REMOVED. ALL EQUIPMENT AND MATERIALS NOT CLAIMED BY THE OWNER SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTORS.

16. OWNER SHALL BE RESPONSIBLE FOR REMOVING ALL ASBESTOS-CONTAINING MATERIAL ASSOCIATED WITH THIS PROJECT.

17. REMOVE AND RE-INSTALL EXISTING LAY-IN CEILING AS REQUIRED TO COMPLETE ALL DEMOLITION AND NEW WORK. REPLACE CEILING TILES DAMAGED DURING CONSTRUCTION WITH NEW TILES MATCHING EXISTING.

1. NOTE, ALL DUCTWORK OFFSETS ARE NOT SHOWN. THE CONTRACTOR SHALL MODIFY DUCTS AND OFFSETS TO COORDINATE WITH THE BUILDING STRUCTURE AND ALL TRADE REQUIREMENTS.

2. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER THE LATEST VERSION OF THE S.M.A.C.N.A. H.V.A.C. DUCT CONSTRUCTION STANDARDS, UNLESS SPECIFIED MORE STRINGENTLY IN THESE CONSTRUCTION DOCUMENTS. MINIMUM DUCT GAUGE SHALL BE 24.

3. 90° DUCT ELBOWS SHALL BE EQUIPPED WITH SINGLE THICKNESS TURNING VANES MOUNTED TO A PREFABRICATED VANE RAIL.

4. ALL ELBOWS SHALL BE SUPPLIED WITH TURNING VANES, WHETHER SHOWN ON DOCUMENTS OR NOT.

5. ALL 90° AND 45° RECTANGULAR RADIUS ELBOWS TO BE FABRICATED WITH AN INSIDE RADIUS NO LESS THAN 1/2 OF THE WIDTH OF THE DUCT - WHERE THE WIDTH OF THE DUCT IS DEFINED AS THE DIMENSION OF THE DUCT IN THE PLANE IN WHICH THE DUCT IS TURNING.

6. RECTANGULAR DUCTWORK SHALL BE SUPPORTED PER THE S.M.A.C.N.A STANDARDS AND AT EACH CHANGE IN DIRECTION.

7. PROVIDE MANUAL, SINGLE BLADE, BALANCING DAMPERS WITH LOCKING QUADRANT AND INTEGRAL POSITION INDICATOR ON ALL RUNOUTS TO SUPPLY AND EXHAUST AIR DEVICES - EXCEPT THOSE LOCATED IN AREAS WITH PLASTER CEILINGS AND ARE NOT ACCESSIBLE (DAMPER SHALL BE INTEGRAL WITH THE AIR DEVICE IN THESE CASES.)

8. PROVIDE MANUAL OPPOSED BLADE DAMPERS WITH LOCKING QUADRANT AND INTEGRAL POSITION INDICATOR ON ALL RECTANGULAR BRANCH DUCTS AND AIR DEVICE RUNOUTS THAT EXCEED 12" IN HEIGHT.

9. MANUAL SPLITTER DAMPERS ARE NOT ACCEPTABLE.

10. NOT ALL OF THE ACCESS DOORS IN THE DUCT SYSTEMS OR PLENUMS ARE SHOWN. PROVIDE ACCESS DOORS IN ALL DUCT SYSTEMS OR PLENUMS WHERE REQUIRED TO ACCESS AND MAINTAIN MOTORIZED OR AUTOMATIC DAMPER BLADES AND LINKAGES.

11. ALL DUCTWORK SHALL BE SUPPORTED FROM ROOF OR FLOOR STRUCTURE ABOVE. DUCTWORK SHALL NOT LAY ON TOP OF CEILING OR LIGHT FIXTURES.

12. FLEXIBLE DUCT RUNOUTS TO AIR DEVICES SHALL NOT EXCEED 5'-0" IN LENGTH. FLEXIBLE RUNOUTS SHALL BE TRIMMED TO THE MINIMUM LENGTH NECESSARY TO MAKE THE CONNECTION.

13. WHERE DAMPER ACTUATORS ARE MOUNTED TO DUCTWORK OR PLENUMS PROVIDE A HEAVY GAGE BASE PLATE, ANGLE STIFFENERS, OR MOUNTING AS REQUIRED TO ELIMINATE DEFLECTION OF DUCTWORK DURING ACTUATOR OPERATION.

14. PROVIDE 45° FLARED TAKEOFFS FOR ALL RECTANGULAR BRANCH CONNECTIONS TO THE MAIN DUCT.

15. THE SPACE ABOVE THE SUSPENDED CEILINGS SHALL BE USED AS A RETURN AIR PLENUM. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO COORDINATE THE WORK OF OTHER TRADES TO PROVIDE ADEQUATE SPACE FOR THE FLOW OF RETURN AIR (250 FPM MAXIMUM VELOCITY). WHERE PARTITIONS EXTEND TO THE CONSTRUCTION ABOVE, OPENINGS SHALL BE PROVIDED IN THE PARTITION ABOVE THE CEILING.

16. DUCT DIMENSIONS NOTED ON THE DRAWINGS ARE NET FREE AREA. WHERE ACOUSTIC LINER IS INDICATED OR SPECIFIED THE SHEET METAL SIZE MUST BE INCREASED TO ACCOMMODATE THE LINER.

17. AREAS ABOVE THE CEILING SERVE AS A RETURN AIR PLENUM. ALL MATERIALS EXPOSED IN THE PLENUM SHALL HAVE A 25/50 SMOKE/FLAME SPREAD RATING.

18. ALL DUCT RUNOUTS TO AIR DEVICES ARE TO BE THE SAME SIZE AS THE NECK OF THE AIR DEVICE UNLESS NOTED OTHERWISE.

19. DIRECTIONAL ARROWS ON AIR DEVICES INDICATE THROWS FOR AIR DEVICE. VERIFY PROPER ADJUSTMENT OF THROW DEFLECTION VANES OF ALL AIR DEVICES PRIOR TO BEGINNING BALANCING. WHERE NO ARROWS ARE SHOWN, THROW SHALL BE 4-WAY.

20. CONTRACTOR SHALL BALANCE EACH AREA OF COMPLETED WORK. THE CONTRACTOR SHALL BALANCE SUPPLY, RETURN, AND EXHAUST AIR FLOWS AT EACH AIR DEVICE AFFECTED BY RENOVATION TO QUANTITY INDICATED ON THE DRAWINGS.

21. ALL NEW DUCT CONNECTIONS TO EXISTING DUCTWORK SHALL BE SEALED AIRTIGHT.

BALANCING VALVE

FLEXIBLE CONNECTION

TEMPERATURE CONTROL CONTRACTOR

MECHANICAL CONTRACTORMC

TCC

AFMS

CVR

AIR FLOW MEASURING STATION

CONSTANT VOLUME REGULATOR

EQUIPMENT OR PLUMBING FIXTURE DESIGNATION

(DETAIL NUMBER)DETAIL DESIGNATION

(SHEET NUMBER WHERE DETAIL IS FOUND)

(SECTION NUMBER)SECTION DESIGNATION

(SHEET NUMBER WHERE SECTION IS FOUND)

KEYED NOTES

REVISIONS

MANUAL VOLUME DAMPERVD

TV TURNING VANES

RETURN/TRANSFER/COMBUSTION AIR DISCHARGE DUCT UP

INCLINED DROP IN THE DIRECTION OF AIR FLOW

INCLINED RISE IN THE DIRECTION OF AIR FLOW

D

R

FXD FLEXIBLE DUCT

CEILING AIR DEVICE

SIDEWALL AIR DEVICE

(AIR DEVICE TYPE) - (SCHEDULE NUMBER)

(AIR FLOW IN CFM)E - EXHAUST GRILLE

S - SUPPLY DIFFUSER

T - TRANSFER GRILLE

R - RETURN GRILLE

DUCT SIZE DESIGNATION:1ST FIGURE SIDE SHOWN. (SIZE SHOWN IS FREE AREA SIZE, ALLOWANCE HAS NOT BEEN MADE FOR INTERIOR INSULATION WHERE SPECIFIED.)

24" x 12" RA

THERMOSTAT / TEMPERATURE SENSORT

NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY BE USED.

HEATING AND VENTILATION SYMBOLS

ABBREVIATIONS

MISCELLANEOUS SYMBOLS

S-1

1000

AIR DEVICE TYPE:

DUCT SYSTEM TYPE DESIGNATION:

DUCT SYSTEM TYPE:

SA - SUPPLY AIR

RA - RETURN AIR

EA - EXHAUST AIR

TA - TRANSFER AIR

OA - OUTDOOR AIR

RETURN/TRANSFER/COMBUSTION AIR DISCHARGE DUCT DOWN

SUPPLY AIR/COMBUSTION AIR INTAKE UP

SUPPLY AIR/COMBUSTION AIR INTAKE DOWN

EXHAUST AIR DUCT UP

EXHAUST AIR DUCT DOWN

CONCENTRIC DUCT TRANSITION

ECCENTRIC DUCT TRANSITION

RECTANGULAR DUCT TO ROUND DUCT TRANSITION

DAMPERED SHOE DUCT TAP FROM RECT. MAIN

45° DAMPERED DUCT TAP

SHOE DUCT TAP FROM RECT. MAIN

45° DUCT TAP

SADDLE TAP

STRAIGHT RECT. DUCT TAP FROM RECT. MAIN

STRAIGHT RECT. DUCT TAP FROM ROUND MAIN

ROUND DUCT UP

ROUND DUCT DOWN

AIR DEVICE THROW DESIGNATION:

(HATCHING DESIGNATES ZERO THROW)

24"/12" FLAT OVAL DUCT

TEMPERATURE SENSORS

CARBON MONOXIDE SENSORCO

MOTORIZED VOLUME DAMPERMD

FIRE DAMPERFD

C

ELBOW

TEE

NITROGEN OXIDE SENSORNOS

T

S

C

FD

SMOKE DAMPERSD

FIRE DAMPERFD

SD

FSD

H

1. THE CONTRACTOR SHALL COORDINATE SYSTEM SHUT-DOWNS, INCLUDING CHILLED WATER AND HEATING WATER SYSTEM SHUT-DOWNS, WITH THE OWNER. PROVIDE A MINIMUM TWO DAY NOTICE PRIOR TO ANY SYSTEM SHUT-DOWN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINING, FILLING, AND VENTING OF ALL HYDRONIC SYSTEMS IMPACTED BY THIS PROJECT.

1. THESE PLANS ARE DIAGRAMMATIC IN NATURE. SINCE THEY REFLECT ONLY THE AVAILABLE INFORMATION OBTAINED FROM EXISTING PLANS, SPECIFICATIONS, AND FIELD SURVEYS. THE EXACT LOCATION OF EXISTING DUCTWORK, PIPING, AND EQUIPMENT MAY DEVIATE FROM THE LOCATION INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE PREPARED TO MAKE SOME ALTERATIONS TO NEW AND/OR EXISTING SERVICES TO FIT ACTUAL JOB CONDITIONS.

2. ITEMS SHOWN BOLD AND/OR DASHED ON THE DEMOLITION SHEETS INDICATE ITEMS TO BE REMOVED.

3. CROSS HATCHING INDICATES ITEMS TO BE REMOVED.

4. OWNER HAS FIRST RIGHT OF REFUSAL FOR ALL EQUIPMENT BEING REMOVED. CONTRACTOR TO DISPOSE OF EQUIPMENT BEING REMOVED BUT NOT RETAINED BY OWNER.

GRAVITY BACKDRAFT DAMPERBD

BD BD

EXISTING TO REMAINETR


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 3

:44:2

3 P

M

M0.2



LEGEND & NOTES -MECHANICAL

05/06/2021

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ENGINEER OF RECORD:

MO License No.:2013000576 Exp:12/31/2021

MICHAEL HOFF

Revisions

No Description Date

C

C

C

CC

C

C

EXISTING TRANSFERGRILLE

EXISTING BASEBOARD HEATER ETR

CEILING UNITHEATER ETR

1

EXISTING UNIT HEATER

EXISTING 60x16 SA

EXISTING SA

EXISTING PLENUM TRANSFER DUCT (TYP. 3)

EX

IST

ING

SA

WALL MOUNTEDUNIT HEATER ETR

EX

IST

ING

SA

EXISTING UNITHEATER (TYP. 3)

T

T2

2

2

2

3

3

4

EXISTING UNITHEATER ETR

T

T

T

T

T

T

S

EXISTING 32X16 SA

GENERAL NOTES

A. SEE M0.2 FOR GENERAL NOTES THAT MAY APPLY TO THIS SHEET.

KEYED NOTES

HWS&R PIPING ETR.

DEMO EXISTING WALL MOUNTED GRILLE AND ANY ASSOCIATED DUCTWORK. PATCH EXISTING OPENING AS REQUIRED.

DEMO EXISTING SUPPLY AIR BACK TO POINT INDICATED. PREPARE FOR CONNECTION TO NEW.

DEMO EXISTING WALL MOUNTED HEATER. DEMO PIPING BACK TO MAIN IN TUNNEL AND CAP WATER TIGHT. COORDINATE PATCHING OF WALL WITH NEW DOOR OPENING.

1

2

3

4


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 3

:44:2

4 P

M

MD2.1



LEVEL 01 -DEMOLITION -MECHANICAL

05/06/2021

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N

1/8" = 1'-0"MD2.1

1 LEVEL 01 FLOOR PLAN - DEMOLITION - MECHANICAL


ENGINEER OF RECORD:

MO License No.:2013000576 Exp:12/31/2021

MICHAEL HOFF

Revisions

No Description Date

N

NOT TO SCALE

KEY PLAN

C

C

CC

C

C

C

C

CEILING UNITHEATER ETR

WALL MOUNTEDUNIT HEATER ETR

T

T

T

T

T

EXISTING UNITHEATER (TYP. 3)

I

R-1

I

R-1

EXISTING UNITHEATER

2

9

1

VESTIBULE100

DIRECTOR'S

OFFICE101

SECURITY OFFICE102

ORCHESTRA

STORAGE104

ORCHESTRA103

EXISTING SA

S-1

210

S-1

260

S-1

175

I

R-1

EXISTING BASEBOARD HEATER ETR

32

10"x

12"

SA

EXISTING SA

EX

IST

ING

SA

T

T

T

4

T

T

5

6

S

7

8

S-1

175

6

3

EXIST. SA & RA DUCT UPTO AIR HANDLER ON ROOF

GENERAL NOTES

A. SEE SHEET M0.2 FOR GENERAL NOTES THAT MAY APPLY TO THIS SHEET.

KEYED NOTES

CONNECT DUCT TO EXISTING TAP AND TRANSITION AS REQUIRED TO MATCH SIZE.

USE EXISTING PENETRATION. MODIFY OPENING AS REQUIRED.

20x14 TRANSFER DUCT ABOVE CEILING.

INSTALL NEW OWNER FURNISHED, CONTRACTOR INSTALLED, FIN TUBE HEATER. PROVIDE NEW CONTROL VALVE AND CONNECT PIPING TO UNIT.

CONNECT EXISTING T-STAT TO CONTROL DAMPER.

CONNECT EXISTING T-STAT TO CONTROL DAMPER AND FIN TUBE HEATER.

EXISTING TEMPERATURE SENSOR RELOCATED. MODIFY SURFACE MOUNTED CONDUIT AND WIRING AS REQUIRED.

FLATTEN DUCT TO 12x8 IN THIS AREA TO COORDINATE WITH EXISTING SPRINKLER PIPING. PROVIDE DUCT TRANSITIONS AS REQUIRED.

20x14 TRANSFER DUCT ABOVE CEILING. TURN DOWN AND PENETRATE EXISTING GYP. CEILING TO TERMINATE IN CEILING PLENUM SPACE. COORDINATE WITH EXISTING SPRINKLER PIPE.

1

2

3

4

5

6

7

8

9


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 3

:44:2

3 P

M

M2.1



LEVEL 01 - NEWWORK -

MECHANICAL

05/06/2021

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1/8" = 1'-0"M2.1

1 LEVEL 01 FLOOR PLAN - NEW WORK - MECHANICAL


ENGINEER OF RECORD:

MO License No.:2013000576 Exp:12/31/2021

MICHAEL HOFF

Revisions

No Description Date

N

NOT TO SCALE

KEY PLAN

ACOUSTIC CEILING TILE

MAIN SUPPLY DUCT

SPIN-IN FITTINGATTACH FLEX TO SHEETMETAL WITH SCREWS & TAPE OR USE DRAWBAND. SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

LOW VELOCITY RIGID ROUND DUCTWORK BEYOND THE 5'-0'' MAXIMUM FLEX DUCT LENGTH

INSULATED FLEX DUCT (NOT TO EXCEED 5' IN LGTH.)

LAY-IN TYPE DIFFUSER (SEE DIFFUSER SCHEDULE FOR SIZE)

NOTE: INSTALL FLEXIBLE DUCT SAME DIAMETER AS INLET TO SUPPLY DIFFUSER

BRANCH FITTING WITH LOCKING QUADRANT DAMPER AND 2" INSULATION STANDOFF.

PROVIDE RIGID ROUND ELBOW ≤ 8"Ø . PROVIDE THERMAFLEX ELBOW ≥ 9"Ø.

INSULATE BACKPAN OF DIFFUSER

HWS & HWR PIPINGIN WALL

WALL

HWSFLOOR

SHUT-OFF VALVES (TYP.)

SELF CONTAINED CONTROL VALVE WITH MOUNTINGTHERMOSTAT WITH REMOTE SENSOR (DANFOSS RA 2000OR APPROVED EQUAL).

HINGED ACCESS DOOR

ELEMENT

2"

HWR

FTR ENCLOSURE

AUTOMATIC AIR VENT

UNION (TYP.)

MANUALVOLUME DAMPER

BRANCH TAKE - OFFA WIDTH

AIR FLOW

45° DEG. MAX

MAIN DUCT

1.5 A

AIR FLOW

EXTENDED PLENUM TAKE-OFF DETAIL

NO SCALE

1" DUCT LINER

24"x24" R.A. GRILL (TYP.) OR AS NOTED OTHERWISE

22"

MINIMUM

12"

10"x22" OPENING EXCEPT AS NOTED

SUPPORT FROM STRUCTURE ABOVE.

FACE TOWARDS RETURN AIR DUCT WHERE POSSIBLE. TURN AWAY FROM INTERIOR WALLS WHERE OUTLET IS CLOSER THAN


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 3

:44:2

3 P

M

M6.0



SCHEDULES,DETAILS -

MECHANICAL

05/06/2021

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ENGINEER OF RECORD:

MO License No.:2013000576 Exp:12/31/2021

MICHAEL HOFF

AIR DEVICE SCHEDULE

TYPE MARK MANUFACTURER MODELCONNECTION

SIZE

FACE

MAX NC

STATICPRESSURE

(IN-WG) MATERIAL MOUNTING TYPE NOTESLENGTH WIDTH

S-1 PRICE INDUSTRIES SPD 10"ø 24" 24" 30 0.10 STEEL LAY-IN ALL

R-1 PRICE INDUSTRIES 10 22"x22" 24" 24" 30 0.10 STEEL LAY-IN ALL

NOT TO SCALEM6.0

1 SUPPLY AIR TAKE-OFF TO DIFFUSER

NOTES:

1. COORDINATE FINISH AND COLOR WITH ARCHITECT.2. FOIL FACED INSULATION BLANKET ON TOP OF DIFFUSER.

Revisions

No Description Date

NOT TO SCALEM6.0

2 FIN TUBE CABINET DETAIL

NOT TO SCALEM6.0

3 DUCT AND FITTINGS

NOT TO SCALEM6.0

4 RETURN AIR BOOT

LISTING OF EQUIPMENT ANDSYSTEM COMPONENTS

ANCHORAGE TO FLOORS,ROOFS, ETC.

SWAY BRACING

LOCATION OF PROFESSIONALLY SEALEDANCHORAGE AND SWAY BRACING DETAILS

ONCONSTRUCTION

DOCUMENTS

SUBSEQUENTSUBMITTAL

COMMENTS

NOT PROVIDEDFOR PROJECT

DWG. NO. ORSPEC. SECTION

SHOPDRAWINGS

SEPERATE PERMIT AND

PLANS

X

NOTES:

1. IT IS THE BASIC INTENT OF THIS CODE BLOCK TO DECLARE WHETHER OR NOT ANCHORAGE AND SWAY BRACING IS BEING PROVIDED ON THE PROJECT. IF SO, TO DECLARE WHETHER OR NOT THE DETAILS ARE SHOWN ON THE PLANS OR WILL BE SHOWN ON A SUBSEQUENT SUBMISSION. IF SEISMIC RESTRAINT OF A COMPONENT IS NOT REQUIRED BY CODE THIS SHOULD BE STATED IN THE COMMENTS. IF SEISMIC RESTRAINT, WHICH IS NOT REQUIRED BY CODE, IS BEING PROVIDED DUE TO OWNER/DESIGNER REQUIREMENTS THIS SHOULD ALSO BE STATED IN THE COMMENTS.

2. SHOP DRAWINGS NEED TO BE SUBMITTED TO THE COUNTY A MINIMUM OF TWO WEEKS PRIOR TO THE PLANNED INSTALLATION TO ALLOW FOR PLAN REVIEW AND DISTRIBUTION TO THE INSPECTOR. ADDITIONAL TIME MAY BE NEEDED IF SUCH SUBMISSIONS ARE DEFICIENT.

3. FIRE ALARM SYSTEM TO BE DESIGNED IN ACCORDANCE WITH NFPA 72. SHOP DRAWINGS TO PROVIDE SEISMIC DETAILS FOR COMPONENTS.4. TABLE 4.4, GENERAL EXEMPTION 1, SEISMIC DESIGN CATEGORY D, Ip = 1.0, AND WEIGHT LESS THAN 5LB/FT.5. TABLE 4.4, GENERAL EXEMPTION 1, SEISMIC DESIGN CATEGORY D, Ip = 1.0, WEIGHT LESS THAN 20 POUNDS, 3' OR MORE FLEXIBLE CONNECTION, AND MECHANICALLY

ATTACHED TO CEILING GRID OR STRUCTURE.

X

FIRE PROTECTION, DETECTION & ALARM EQUIPMENT AND SYSTEM COMPONENTS:FIRE ALARM PANELFIRE ALARM WIRING

EMERGENCY OR STANDBY EQUIPMENT AND SYSTEM COMPONENTS:EMERGENCY GENERATORAUTOMATIC TRANSFER SWITCHEMERGENCY DISTRIBUTION PANELCONDUIT AND WIRING

N/A, NO OCCUPANCYCATEGORY IV IN THEPROJECT

OTHER GENERAL EQUIPMENT AND SYSTEM COMPONENTS:MAIN SWITCHGEARTRANSFORMERSDISTRIBUTION PANELSLIGHTING FIXTURESCONDUIT AND WIRING

OTHER EQUIPMENT AND SYSTEMCOMPONENTS NEEDED FOR CONTINUEDOPERATION OF OCCUPANCY CATEGORYIV FACILITIES OR WHOSE FAILURECOULD IMPAIR THEIR CONTINUEDOPERATION:

XX

PROVIDED FORPROJECT

NOT PROVIDEDFOR PROJECT

PROVIDED FORPROJECT

XX

XX

XX

XX

X XX XX XX X

N/A, NO EMERGENCYOR STANDBYEQUIPMENT IN THEPROJECT

ELECTRICAL & TECHNOLOGY COMMUNICATION SYSTEM COMPONENTS EARTHQUAKE LOAD RESISTANCE

X X

PANEL IS EXISTING, SEE NOTE #3

OCCUPANT CATEGORY (III) SEISMIC DESIGN CATEGORY (D)

N/AN/AN/ASEE NOTE #5SEE NOTE #4

X


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 2

:01:0

9 P

M

E0.1



SEISMIC CODEBLOCK -

ELECTRICAL

05/06/2021

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ENGINEER OF RECORD:

MO License No.:016688 Exp:12/31/22

CARL V. HAUCK

Revisions

No Description Date

M

A 1a

A

A

a

A

a

A

A

A

CLG

B

X

WALL

1a

1a

1a

1a

1a

1a

1a

ELECTRICAL LEGEND AND ABBREVIATIONS (SEE SPECIFICATIONS & SCHEDULES)

ONE-LINE DIAGRAM SYMBOLS

WIRING PLANS

JUNCTION AND PULL BOXES LIGHTING FIXTURES

SWITCHES - LIGHTING CONTROL

DRAWING REFERENCES

POWER EQUIPMENT ABBREVIATIONS

WIRING DEVICES, RECEPTACLES - MISC.

TRANSIENT VOLTAGE SURGE SUPPRESSOR

GAP TYPE SURGE ARRESTOR

MOTOR OPERATED MEDIUM VOLTAGELOAD INTERRUPTER SWITCH

CAPACITOR

N

VOLTAGE TRANSFORMER

POWER TRANSFORMER

CURRENT TRANSFORMER

KEY-INTERLOCK

NEUTRAL BUS

GROUND BUS

CONTACTOR

GENERATOR

MOTOR STARTER

XX/XX

CIRCUIT BREAKER (FRAME/TRIP)

DRAWOUT CIRCUIT BREAKER

FUSIBLE SWITCH (SIZE/FUSE)

XX/XX

GROUND

PULL BOX

JUNCTION BOX (4"x4"x1/2" MINIMUM)

LIGHTING FIXTURE -LIFE SAFETY BRANCH

RECESSED OR SURFACE LIGHTING FIXTURE(EMERGENCY, CRITICAL OR LIFE SAFETY IF SHADED AS ABOVE)

WALL MOUNTED LIGHTING FIXTURE(EMERGENCY, CRITICAL OR LIFE SAFETYIF SHADED AS ABOVE)

STRIP FIXTURE

EXIT SIGN DOUBLE-SIDED FIXTUREDIRECTIONAL ARROWS AS INDICATED

EXIT SIGN SINGLE-SIDED FIXTUREDIRECTIONAL ARROWS AS INDICATED

BATTERY OPERATED EMERGENCY LIGHTING UNIT

LIGHTING FIXTURE WITH INTEGRAL EMERGENCY BATTERY PACK

LIGHTING FIXTURE -CRITICAL BRANCH

2.1.NOTES:

SECTION NUMBER

DRAWING NUMBER

SECTION REFERENCE TITLE

NORTH ARROW

1

E-1

SWITCHES - SINGLE POLE, 2 POLE, 3-WAY, 4-WAY

TYPICAL MOUNTING HEIGHT - 48" AFF

TYPEL - LIGHTINGP - POWERE - EMERGENCY/EQUIPMENT BRANCHLS - LIFE SAFETY BRANCHC - CRITICAL BRANCHX - X-RAY

VOLTAGEH - 480VL - 240V OR 208/120V

FLOOR

DRAWING NUMBER

DETAIL NUMBER

PLAN DETAIL REFERENCE TITLE

KEYED NOTE DESIGNATION

2

SC-8

DDIMMER SWITCH

STARTERS (MANUAL, MAGNETIC & COMB. MAGNETICWITH DISC.)

1LL1

32 4

G

3

3.

ELECTRICAL SERVICE METER

WALL MOUNTED LIGHTING FIXTURE.HEIGHT AS NOTED.

EXTERIOR LIGHTING FIXTURE - POLE MOUNTEDTYPES AND DETAILS AS NOTED

3 POLE UNITSU.O.N.

3 POLE UNITSU.O.N.

CONDUIT RUN CONCEALED IN CEILING OR WALL CONSTRUCTION

CONDUIT RUN IN FLOOR CONSTRUCTION OR UNDERGROUND

CONDUIT RUN EXPOSED

CONDUIT TURNING UP

CONDUIT TURNING DOWN

CONDUIT CAPPED FOR FUTURE.

HOMERUN TO PANEL OR DESTINATION NOTED

LIGHTING FIXTURE(A - DESIGNATES FIXTURE TYPE1 - DESIGNATES CIRCUIT NUMBERa - DESIGNATES CONTROLLING SWITCH)

STRIP FIXTUREEMERGENCY POWER

MOTOR - SEE EQUIPMENT DATA SCHEDULE FORHORSEPOWER

PANELBOARD

SEQUENCE NUMBER

TRANSFORMER

DISCONNECT SWITCH. FUSED OR UNFUSED AS NOTED

ELECTRICAL SERVICE METER

SHADINGINDICATESFACE(S)

NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED ON THESE PLANS.ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICES AND EQUIPMENT UNLESS NOTED OTHERWISEIN GENERAL, SYMBOLS SHOWN WITH LIGHT LINES DENOTE EXISTING WORK. SYMBOLS SHOWN WITH HEAVY LINES DENOTE PROPOSED WORK.

SHIELDED (AS IN CABLE)SHLD

EXISTING RELOCATEDER

ELECTRIC WATER COOLER

GROUND FAULT CIRCUIT INTERRUPTER

EXISTING TO REMAIN

GFCI

HH

GRD

-

-

-

HANDHOLE

GROUND

FM

F/O

GF

FS

-

-

-

-

EWC

FA

ETR

-

-

-

-

F/O MODEM

GROUND FAULT

FUSIBLE SWITCH

FIBER OPTIC

FIRE ALARM

UNINTERUPTIBLE POWER SUPPLY

UNLESS OTHERWISE NOTED

WATERTIGHTWT

WEATHER-PROOF

EXPLOSION PROOF

WP

XP --

-

VAPORTIGHT

SWITCHBOARD

TYPICAL

TELEPHONE

UNGROUNDEDUNG

U.O.N.

VT

UPS

-

-

-

-

T

TYP.

SWBD

-

-

-

-

BELOW CEILINGB.C.

CIRCUIT BREAKER

CONTROL CONTACTOR

CLOSED CIRCUIT TELEVISION

COUNTER CLOCKWISE

DISTRIBUTED CONTROLLER UNIT

DISTRIBUTION PANEL

ELECTRICAL CONTRACTOR

ELECTRIC OR ELECTRICAL

-DCU

DT

E.C.

ELEC

DWG

-

-

-

-

DN

DP -

-

DUSTTIGHT

DRAWING

DOWN

CC

CCTV

CCW

CW -

-

-

CB

CAM

C

-

-

-

-

CLOCKWISE

CONDUIT

CAMERA

ACCESS CONTROL SYSTEM

ABOVE FINISHED FLOOR

AUTOMATIC TRANSFER SWITCH

A.C.S.

A.F.F.

ATS -

-

-

-

MASTER ANTENNA TELEVISIONMATV

POLYVINYL CHLORIDE CONDUIT

PORTABLE INTERFACE

MOTOR CONTROL PANEL

MOTOR CONTROL CENTER

PI

RECESSED

RAINTIGHT

PAIR

POWER PANEL

PASSIVE INFRA RED

RADIO FREQUENCY

PVC

RF

RT

R

-

-

-

-

PP

PR.

P.I.R.

-

-

-

-

PUBLIC ADDRESS

NIGHT LIGHT

NURSE CALL

EMPTY CONDUIT

MANHOLE

-MT

NL

PA

NC

-

-

-

MCP

MH

MCC

-

-

-

LOCAL AREA NETWORK

INPUT/OUTPUT

LIGHTING PANEL

LAN

LP

I/O

-

-

-

-

ELECTRICAL METALLIC TUBINGEMT -

RGS RIGID GALVANISED STEEL-

IMC INTERMEDIATE METAL CONDUIT-

METAL CLADMC -

GENERAL CONTRACTORG.C. -

VARIABLE FREQUENCY DRIVEVFD -

ILSM INTERIM LIFE SAFETY MEASURES-

FLOOR BOX - SYMBOL DESIGNATES TYPE OF SERVICE

DUPLEX RECEPTACLE OUTLET - GROUND FAULT TYPE

DUPLEX RECEPTACLE OUTLET

SPECIAL PURPOSE OUTLET AS NOTED

SINGLE RECEPTACLE OUTLET

DUPLEX RECEPTACLE OUTLET MOUNTED +8" ABOVE COUNTER

DUPLEX RECEPTACLE OUTLET WITH ISOLATED GROUND

DOUBLE DUPLEX RECEPTACLE OUTLET

GFCIDUPLEX RECEPTACLE OUTLET MOUNTED +8" ABOVE COUNTER -GROUND FAULT TYPE

FEEDER NUMBER

EB

GFCI

COMBINATION DUPLEX RECEPTACLE AND USB OUTLET USB

TYPICAL MOUNTING HEIGHT - 18" AFF

HACHURES INDICATE NUMBER OF CONDUCTORS IN CONDUIT NOTE:

IG

GEN

K

M

TVSS

J

P

1

X

X

X

A

1a

OCCUPANCY SENSORS AND TIMERS(SEE SPECIFICATION FOR ADDITIONAL INFORMATION)

MLOW VOLTAGE MOMENTARY SWITCH - WATTSTOPPER DCC2 OR EQUIVALENT

PPASSIVE INFRARED TYPE WALL SWITCH OCCUPANCY DETECTOR - WATTSTOPPER PW-301 OR EQUIVALENT

PUDUAL TECHNOLOGY TYPE WALL SWITCH OCCUPANCY DETECTOR - WATTSTOPPER DSW-301 OR EQUIVALENT

PASSIVE INFRARED TYPE CEILING OCCUPANCY DETECTOR - WATTSTOPPER CI-300 OR EQUIVALENT

DUAL TECHNOLOGY TYPE CEILING OCCUPANCY DETECTOR - WATSOTPPER DT-300 OR EQUIVALENT

P

PU

LIGHTIG CONTROL POWER PACK - WATTSTOPPER BZ-150 OR EQUIVALENT

PP

F N

M

LONG HACHURE - NEUTRAL CONDUCTOR SHORT HACHURE -HOT OR SWITCHED CONDUCTORS LONG HACHURE WITH DOT - GROUND CONDUCTOR LONG HACHURE WITH DOT & RETURN LINE - ISOLATED GROUND CONDUCTOR. WHEN HACHURES ARE NOT SHOWN AND WIRING IS FOR POWER OR LIGHTING CIRCUITS, PROVIDE HOT, NEUTRAL, AND GROUND. WHEN FOR MULTIPLE CIRCUITS, PROVIDE NO. OF PHASE CONDUCTORS, NEUTRAL CONDUCTORS AND A GROUND CONDUCTOR. HACHURES ARE SHOWN AS A GUIDE AND MAY NOT BE EXACT COUNTS IN ALL CASES. PROVIDE WIRING REQUIRED BY THE CIRCUITING AND SWITCHING REQUIREMENTS FOR THE PARTICULAR CIRCUITS INVOLVED.


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 2

:01:1

0 P

M

E0.2



LEGEND & NOTES -ELECTRICAL

05/06/2021

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21007

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312

2

ELECTRICAL SHEET LIST

SheetNumber Sheet Name

E0.1 SEISMIC CODE BLOCK - ELECTRICAL

E0.2 LEGEND & NOTES - ELECTRICAL

ED2.1 LEVEL 01 - DEMOLITION - ELECTRICAL

E2.1 LEVEL 01 - NEW WORK - POWER

E3.1 LEVEL 01 - NEW WORK - LIGHTING

E5.0 DETAILS - ELECTRICAL

E6.0 SCHEDULES - ELECTRICAL


ENGINEER OF RECORD:


CARL V. HAUCK

Revisions

No Description Date

JA

DA

DA

D

J

J

J

J

JJ

J

J

J

J

J

J J

J

1

1

2

3

3

3

4

5

6

ORCHESTRA103

VESTIBULE100

GENERAL NOTES

1. THE ELECTRICAL CONTRACTOR SHALL REMOVE, CAP, AND/OR RELOCATE EQUIPMENT, OUTLETS, CONDUIT, WIRE, ETC., WHETHER INDICATED ON THE DRAWINGS OR NOT, AND AS MAY BECOME NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VISIBLY EXAMINE ALL EXISTING WALLS DESIGNATED FOR REMOVAL OR MODIFICATION TO DETERMINE THE CONDUIT AND THE WIRING THAT WILL REQUIRE CAPPING AND/OR REMOVAL. THE CONTRACTOR SHALL BE HELD TO HAVING VISITED THE SITE AND TAKEN ALL EXISTING CONDITIONS INTO CONSIDERATION.

2. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER DEMOLITION OPERATIONS ARE COMPLETE.

3. LOCATE, IDENTIFY, AND PROTECT ELECTRICAL SERVICES PASSING THROUGH DEMOLITION AREA AND SERVING OTHER AREAS OUTSIDE THE DEMOLITION LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE DEMOLITION LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS.

4. MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING FIXTURES, EQUIPMENT, OUTLETS, ETC., TO REMAIN IN USE WHETHER NOTED ON THE PLANS OR NOT. FIELD VERIFY EXISTING ITEMS TO REMAIN IN USE. WIRING FOR EXISTING CIRCUITS WHICH MUST BE RE-ROUTED OR WHICH ARE PARTIALLY ABANDONED, SHALL BE RECONNECTED TO SERVICE THE REMAINING OUTLETS ON THE CIRCUIT.

5. IN THE DEMOLITION WORK, REMOVE ALL UNUSED WIRING AND CABLES AND UNUSED CONDUIT THAT IS EXPOSED OR WITHIN ACCESSIBLE CEILINGS WHICH IS AFFECTED BY AND IS IN THE AREA OF THE WORK OF THIS CONTRACT.

6. THE INTENTION OF THE ELECTRICAL DEMOLITION IS TO DISCONNECT AND REMOVE ALL ELECTRICAL WORK MADE VOID BY THE SCOPE OF THE CONSTRUCTION AND ALTERATION. FIELD VERIFY EXACT MATERIAL QUANTITIES REQUIRED TO BE REMOVED.

7. WHERE ELECTRICAL EQUIPMENT, CONDUIT, BOXES, AND SUPPORTING HARDWARE ARE REMOVED, PATCH, AND FINISH THE SURFACE AS REQUIRED TO MATCH THE EXISTING, UNLESS OTHERWISE NOTED.

8. WHERE BURIED CONDUITS EXTENDING OUT OF A CONCRETE SLAB BECOME ABANDONED, CUT AND GRIND THE CONDUITS OFF FLUSH WITH TOP OF SLAB AND PLUG WITH NON-SHRINK WATERPROOF GROUT FILL.

9. OWNER HAS FIRST SALVAGE RIGHTS TO ALL REMOVED MATERIALS AND EQUIPMENT. ALL MATERIAL AND EQUIPMENT NOT CLAIMED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE. COORDINATE AT PROJECT COMMENCEMENT.

10. ACCEPTANCE OF CONTRACT MEANS INSTALLER ACCEPTS EXISTING CONDITIONS.

11. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH ALL OTHER TRADES.

12. IN WALLS OR FLOORS WHERE A FLUSH DEVICE IS BEING REMOVED, BUT THE WALL OR FLOOR REMAINS OR FOR ANY OUTLET WHICH MUST REMAIN, BUT HAS A DEVICE REMOVED, PROVIDE A BLANK COVER OVER THE OUTLET. MATCH THE COLOR AND MATERIAL OF EXISTING REMAINING COVERS IN THE ROOM OR SPACE.

13. LEGALLY DISPOSE OF HAZARDOUS MATERIALS AND BALLASTS OR OTHER EQUIPMENT CONTAINING PCB'S AND LAMPS CONTAINING MERCURY. COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS.

14. MODIFY EXISTING PANEL DIRECTORIES (OR REPLACE) FOR PANELS WHICH HAVE HAD ALTERATIONS TO THE CIRCUITS ORIGINATING THEREIN. DESCRIBE THE LOAD AND LOCATION.

15. WHERE WORK IS TO BE PERFORMED ABOVE EXISTING ACCESSIBLE CEILINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING CEILING TILES AND GRID WITHOUT DAMAGE; STORAGE OF EXISTING TILES AND GRID WHILE WORK IS BEING PERFORMED, AND INSTALLATION OF EXISTING GRID AND TILES AFTER DIVISION 26 WORK IS COMPLETED.

16. ALL EXISTING ELECTRICAL WORK AND ASSOCIATED RACEWAY AND WIRING WHICH HAS BEEN MADE OBSOLETE BY THE WORK AND/OR IS SHOWN DASHED ON THE ELECTRICAL DEMOLITION DRAWINGS, SHALL BE DISCONNECTED AND REMOVED, UNLESS OTHERWISE NOTED. ALTHOUGH AN ATTEMPT HAS BEEN MADE TO INDICATE ALL OF THIS WORK, TOTAL ACCURACY IS NOT GUARANTEED. CONTRACTOR SHALL VISIBLY EXAMINE ALL AREAS AND WALLS AND CEILINGS SCHEDULED FOR REMOVAL TO DETERMINE EXISTING ELECTRICAL ITEMS TO REMAIN.

17. ALL PANELS SHOWN ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

18. EXISTING WIRING TO REMAIN SHALL BE TEMPORARILY SUPPORTED AND PROTECTED. IF WIRING IS DAMAGED DURING THE CONSTRUCTION PROCESS, CONTRACTOR SHALL REPLACE WIRING WITH NEW PER SPECIFICATIONS.

KEYED NOTES

REMOVE RECEPTACLE ONLY. ROUGH-IN AND WIRING TO REMAIN FOR EXTENTION TO NEW RECEPTACLE.

SALVAGE EXISTING DUAL AUTOMATIC DOOR OPERATOR PUSH PADDLE FOR RELOCATION. REMOVE ROUGH-IN AND WIRING.

REMOVE LIGHT FIXTURES AND ASSOCIATED MOUTNING BOXES/SUPPORTS IN THIS AREA. LIGHT CIRCUIT TO REMAIN FOR EXTENSION TO NEW LIGHT FIXTURES.

REMOVE ALL SURFACE MOUNTED CONDUITS ON THIS WALL THAT ARE ASSOCIATED WITH AUTOMATIC DOOR OPERATORS. REPLACE WITH NEW WIRING CONCEALED IN NEW FURRED OUT STUD WALL. IF JUNCTION BOXES ARE REQUIRED, THEY SHALL BE INSTALLED AT +18" AFF AND FITTED WITH A SINGLE GANG MUD RING AND BLANK COVER.

REMOVE LIGHT SWITCH AND WIRING ONLY. ROUGH-IN TO REMAIN FOR INSTALLATION OF NEW OCCUPANCY SENSOR SWITCH.

REMOVE EXISTING DUAL CHANNEL SURFACE RACEWAY TO ABOVE CEILING. TERMINATE EXISTING CIRCUIT IN JUNCTION BOX AND LABEL "SPARE 120V CIRCUIT".

1

2

3

4

5

6


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 2

:01:1

2 P

M

ED2.1



LEVEL 01 -DEMOLITION -ELECTRICAL

05/06/2021

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63122

21007

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312

2

N

1/8" = 1'-0"ED2.1

1 LEVEL 01 FLOOR PLAN - DEMOLITION - ELECTRICAL


ENGINEER OF RECORD:


CARL V. HAUCK

Revisions

No Description Date

N

NOT TO SCALE

KEY PLAN

AD

AD

J

J

J

J

J

AD

J Q

J

VESTIBULE100

DIRECTOR'S

OFFICE101

SECURITY OFFICE102

ORCHESTRA

STORAGE104

ORCHESTRA103

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

1

1

(R)

(R)

2

(R)

36

36

34

34

36

3

J-32,34,36

(E)

(E)

32

4

KEYED NOTES

EXTEND EXISTING ROUGH-IN OUT FLUSH WITH NEW FINISHED WALL SURFACE AND REINSTALL RECEPTACLE.

CUT EXISTING BLOCK WALL AS REQUIRED TO FLUSH MOUNT RELOCATED DUAL AUTOMATIC DOOR OPERATOR PUSH PADDLE. PROVIDE NEW WIRING BETWEEN PUSH PADDLE AND DOOR OPERATORS CONCEALED IN NEW WALL FURRING IN DIRECTOR'S OFFICE 101 AND SECURITY OFFICE 102 AS REQUIRED.

SURFACE MOUNT QUAD RECEPTACLE ON EXISTING BLOCK WALL. PROVIDE DUAL CHANNEL SURFACE RACEWAY FROM RECEPACLE TO ABOVE ACCESSIBLE CEILING. REFER TO DRAWING T2.1 FOR DATA CABLING AND OUTLET ROUGH-IN REQUIREMENTS.

PROVIDE 120V CONNECTION TO DOOR HARDWARE POWER SUPPLY LOCATED ABOVE CEILING. COORDINATE WITH DOOR HARDWARE INSTALLER FOR EXACT LOCATION.

1

2

3

4

GENERAL NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRICAL CODE.


3. THE ELECTRICAL DRAWINGS HAVE BEEN PREPARED UTILIZING EXISTING DRAWINGS AND BUILDING OBSERVATIONS AND MAY NOT SHOW ALL CONDITIONS. CONTRACTOR SHALL VISIT THE BUILDING PRIOR TO BID SUBMISSION AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. CONTRACTOR WILL NOT BE ALLOWED ADDITIONAL FUNDS OR TIME DUE TO THE CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. ACCEPTANCE OF CONTRACT MEANS INSTALLER ACCEPTS EXISTING CONDITIONS.

4. CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL SYSTEM POWER OUTAGES WITH THE OWNER'S REPRESENTATIVE AT LEAST 7 CALENDAR DAYS IN ADVANCE OF A SHUTDOWN. DOWNTIME ON BRANCH CIRCUIT PANELBOARDS, SWITCHBOARDS, DISTRIBUTION PANELBOARDS, MOTOR CONTROL CENTERS, ETC., WHICH SERVE LOADS OUTSIDE OF THE CONSTRUCTION AREAS SHALL BE LIMITED TO A (1) HOUR (MAXIMUM) OUTAGE. MORE THAN (1) SCHEDULED OUTAGE MAY OCCUR ON EACH PIECE OF EQUIPMENT, BUT THE MAXIMUM OUTAGE TIME MUST BE MAINTAINED.

5. ALL PENETRATIONS THROUGH CONCRETE OR MASONRY WALLS AND FLOOR SLABS SHALL BE CORE DRILLED. AFTER CONDUITS HAVE BEEN INSTALLED, SEAL WALL AROUND CONDUIT TO MAINTAIN 2-HOUR FIRE RATING USING UL LISTED METHODS AND MATERIALS. EXTERIOR WALLS SHALL BE SEALED WATERTIGHT.

6. CONTRACTOR SHALL UPDATE EXISTING PANELBOARD CIRCUIT DIRECTORIES TO REFLECT ALL CHANGES MADE TO EXISTING PANELBOARDS DURING THIS PROJECT.

7. WHEN INSTALLING CIRCUIT BREAKERS IN EXISTING PANELBOARDS, MATCH EXISTING CIRCUIT BREAKER TYPES AND INTERRUPTING RATINGS.

8. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES THAT AFFECT THE PLACEMENT OF CEILING MOUNTED EQUIPMENT.

9. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXISTING DIVISION 26 RELATED ITEMS TO REMAIN IN PLACE WITH THE INSTALLATION OF GENERAL CONSTRUCTION WORK, DUCTWORK, PIPING, ETC. ALL ATTEMPTS SHALL BE MADE PRIOR TO THE START OF CONSTRUCTION TO AVOID THE REMOVAL AND RELOCATION OF EXISTING DIVISION 26 RELATED ITEMS WHICH ARE NOT AFFECTED BY WORK OF THIS CONTRACT.

10. CONTRACTOR SHALL PROVIDE A SET OF HAND MARKED RECORD DRAWINGS TO THE ENGINEER AT THE COMPLETION OF THE PROJECT INDICATING ACTUAL INSTALLED CONDITIONS. THE HAND MARKING SHALL BE CLEARLY LEGIBLE AND SHALL BE MARKED IN RED. MARKS SHALL INCLUDE ITEMS SUCH AS CIRCUITING CHANGES, DEVICE AND EQUIPMENT LOCATION CHANGES, MAJOR FEEDER AND CABLING ROUTING CHANGES, ETC.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DEVICE LOCATIONS (RECEPTACLES, VOICE/DATA OUTLETS, SWITCHES, ETC.) WITH ARCHITECTURAL ELEVATIONS AND FURNITURE SUBMITTALS PRIOR TO ROUGH-IN TO ENSURE THAT DEVICES ARE NOT LOCATED BEHIND CABINETS OR FURNITURE. FAILURE TO COORDINATE SHALL NOT RESULT IN ADDITIONAL COST TO THE PROJECT, AND THE DEVICE(S) SHALL BE RELOCATED AT THE CONTRACTORS EXPENSE.

12. ALL NEW AND RELOCATED LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE BUILDING STRUCTURE WITH TWO (2) #12 GAUGE SUPPORT WIRES PER FIXTURE. THE WIRE AND ATTACHMENTS SHALL BE CAPABLE OF SUPPORTING THE FULL WEIGHT OF THE FIXTURE. PROVIDE ALL NECESSARY COMPONENTS AND MOUNTING HARDWARE FOR A COMPLETE INSTALLATION PER DETAIL 3/E5.0.

13. PROVIDE A MINIMUM OF 6 INCHES OF HORIZONTAL OFFSET BETWEEN DEVICE ROUGH-IN'S ON OPPOSITE SIDES OF THE SAME WALL TO MINIMIZE SOUND TRANSMISSION THROUGH WALLS. DO NOT INSTALL DEVICES ON OPPOSITE SIDES OF THE SAME WALL "BACK-TO-BACK".

14. PROVIDE #10 CONDUCTORS FOR ALL 120V, 20A CIRCUITS EXCEEDING 75'-0" IN LENGTH. PROVIDE #8 CONDUCTORS FOR ALL 120V, 20A CIRCUITS EXCEEDING 150'-0" IN LENGTH. MINIMUM CONDUIT SIZE IS 3/4".

15. ALL RECEPTACLES SHALL BE TAMPER RESISTANT TYPE.

16. PROVIDE FIRE CAULKING AT ALL RECESSED ELECTRICAL DEVICES INSTALLED IN FIRE RATED ASSEMBLIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF FIRE RATED ASSEMBLIES.

17. REFER TO DRAWING E5.0 FOR OCCUPANCY SENSOR WIRING DIAGRAMS.


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 2

:01:1

0 P

M

E2.1



LEVEL 01 - NEWWORK - POWER

05/06/2021

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63122

21007

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312

2

N

1/8" = 1'-0"E2.1

1 LEVEL 01 FLOOR PLAN - NEW WORK - POWER


ENGINEER OF RECORD:


CARL V. HAUCK

Revisions

No Description Date

N

NOT TO SCALE

KEY PLAN

PP

PP

VESTIBULE100

DIRECTOR'S

OFFICE101

SECURITY OFFICE102

ORCHESTRA

STORAGE104

ORCHESTRA103

(E) (E) (E)

(E)

(E)

(E)

(E)

(E)

PUa

Mb

Mb

Mb

Mc

PU

P

(EC) aA (EC) aA

(EC) bA (EC) bA

(EC) bA(EC) bA

(EC) cA (EC) cA

(EC) cA(EC) cA

(EC) cA(EC) cA

1

1

1

2

(EC)

(EC)

Q

J

GENERAL NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 NATIONAL ELECTRICAL CODE.


3. THE ELECTRICAL DRAWINGS HAVE BEEN PREPARED UTILIZING EXISTING DRAWINGS AND BUILDING OBSERVATIONS AND MAY NOT SHOW ALL CONDITIONS. CONTRACTOR SHALL VISIT THE BUILDING PRIOR TO BID SUBMISSION AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. CONTRACTOR WILL NOT BE ALLOWED ADDITIONAL FUNDS OR TIME DUE TO THE CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. ACCEPTANCE OF CONTRACT MEANS INSTALLER ACCEPTS EXISTING CONDITIONS.

4. CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL SYSTEM POWER OUTAGES WITH THE OWNER'S REPRESENTATIVE AT LEAST 7 CALENDAR DAYS IN ADVANCE OF A SHUTDOWN. DOWNTIME ON BRANCH CIRCUIT PANELBOARDS, SWITCHBOARDS, DISTRIBUTION PANELBOARDS, MOTOR CONTROL CENTERS, ETC., WHICH SERVE LOADS OUTSIDE OF THE CONSTRUCTION AREAS SHALL BE LIMITED TO A (1) HOUR (MAXIMUM) OUTAGE. MORE THAN (1) SCHEDULED OUTAGE MAY OCCUR ON EACH PIECE OF EQUIPMENT, BUT THE MAXIMUM OUTAGE TIME MUST BE MAINTAINED.

5. ALL PENETRATIONS THROUGH CONCRETE OR MASONRY WALLS AND FLOOR SLABS SHALL BE CORE DRILLED. AFTER CONDUITS HAVE BEEN INSTALLED, SEAL WALL AROUND CONDUIT TO MAINTAIN 2-HOUR FIRE RATING USING UL LISTED METHODS AND MATERIALS. EXTERIOR WALLS SHALL BE SEALED WATERTIGHT.

6. CONTRACTOR SHALL UPDATE EXISTING PANELBOARD CIRCUIT DIRECTORIES TO REFLECT ALL CHANGES MADE TO EXISTING PANELBOARDS DURING THIS PROJECT.

7. WHEN INSTALLING CIRCUIT BREAKERS IN EXISTING PANELBOARDS, MATCH EXISTING CIRCUIT BREAKER TYPES AND INTERRUPTING RATINGS.

8. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES THAT AFFECT THE PLACEMENT OF CEILING MOUNTED EQUIPMENT.

9. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXISTING DIVISION 26 RELATED ITEMS TO REMAIN IN PLACE WITH THE INSTALLATION OF GENERAL CONSTRUCTION WORK, DUCTWORK, PIPING, ETC. ALL ATTEMPTS SHALL BE MADE PRIOR TO THE START OF CONSTRUCTION TO AVOID THE REMOVAL AND RELOCATION OF EXISTING DIVISION 26 RELATED ITEMS WHICH ARE NOT AFFECTED BY WORK OF THIS CONTRACT.

10. CONTRACTOR SHALL PROVIDE A SET OF HAND MARKED RECORD DRAWINGS TO THE ENGINEER AT THE COMPLETION OF THE PROJECT INDICATING ACTUAL INSTALLED CONDITIONS. THE HAND MARKING SHALL BE CLEARLY LEGIBLE AND SHALL BE MARKED IN RED. MARKS SHALL INCLUDE ITEMS SUCH AS CIRCUITING CHANGES, DEVICE AND EQUIPMENT LOCATION CHANGES, MAJOR FEEDER AND CABLING ROUTING CHANGES, ETC.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DEVICE LOCATIONS (RECEPTACLES, VOICE/DATA OUTLETS, SWITCHES, ETC.) WITH ARCHITECTURAL ELEVATIONS AND FURNITURE SUBMITTALS PRIOR TO ROUGH-IN TO ENSURE THAT DEVICES ARE NOT LOCATED BEHIND CABINETS OR FURNITURE. FAILURE TO COORDINATE SHALL NOT RESULT IN ADDITIONAL COST TO THE PROJECT, AND THE DEVICE(S) SHALL BE RELOCATED AT THE CONTRACTORS EXPENSE.

12. ALL NEW AND RELOCATED LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE BUILDING STRUCTURE WITH TWO (2) #12 GAUGE SUPPORT WIRES PER FIXTURE. THE WIRE AND ATTACHMENTS SHALL BE CAPABLE OF SUPPORTING THE FULL WEIGHT OF THE FIXTURE. PROVIDE ALL NECESSARY COMPONENTS AND MOUNTING HARDWARE FOR A COMPLETE INSTALLATION PER DETAIL 3/E5.0.

13. PROVIDE A MINIMUM OF 6 INCHES OF HORIZONTAL OFFSET BETWEEN DEVICE ROUGH-IN'S ON OPPOSITE SIDES OF THE SAME WALL TO MINIMIZE SOUND TRANSMISSION THROUGH WALLS. DO NOT INSTALL DEVICES ON OPPOSITE SIDES OF THE SAME WALL "BACK-TO-BACK".

14. PROVIDE #10 CONDUCTORS FOR ALL 120V, 20A CIRCUITS EXCEEDING 75'-0" IN LENGTH. PROVIDE #8 CONDUCTORS FOR ALL 120V, 20A CIRCUITS EXCEEDING 150'-0" IN LENGTH. MINIMUM CONDUIT SIZE IS 3/4".

15. ALL RECEPTACLES SHALL BE TAMPER RESISTANT TYPE.

16. PROVIDE FIRE CAULKING AT ALL RECESSED ELECTRICAL DEVICES INSTALLED IN FIRE RATED ASSEMBLIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF FIRE RATED ASSEMBLIES.

17. REFER TO DRAWING E5.0 FOR OCCUPANCY SENSOR WIRING DIAGRAMS.

KEYED NOTES

CONNECT NEW LIGHT FIXTURES AND POWER PACKS TO EXISTING LIGHTING CIRCUIT IN THIS AREA.

INSTALL NEW OCCUPANCY SENSOR SWITCH IN EXISTING ROUGH-IN.

1

2


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 2

:01:1

1 P

M

E3.1



LEVEL 01 - NEWWORK - LIGHTING

05/06/2021

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N

1/8" = 1'-0"E3.1

1 LEVEL 01 CEILING PLAN - NEW WORK - LIGHTING


ENGINEER OF RECORD:


CARL V. HAUCK

Revisions

No Description Date

N

NOT TO SCALE

KEY PLAN

NEUTRAL

LINE

GREEN

BLACK

GROUND

GROUND

RED

LIGHTINGLOAD

GREEN

NEUTRAL

YELLOW

NEUTRAL

LINE

LIGHTINGLOAD

PARALLEL WIRE MULTIPLE SENSORS WHERE REQUIRED

WHITE

BLACK

RED

YELLOW

COMMON

+24V IN

CONTROL

BLACK

WHITE

RED

RED

BLU

E

RE

D

BLA

CK

GR

EY

OR

AN

GE

BR

OW

N

PARALLEL WIRE MULTIPLE POWER PACKS WHERE REQUIRED

FIXTURE RETAINERCLIPS (4) PER 2'X 4'OR (2) PER 2'X 2'ON ENDS OR SIDES

RECESSEDTROFFER

FASTENED TOSTRUCTURE ABOVE

NO. 12 INDEPENDENTSUPPORT WIRESON OPPOSITEDIAGONAL CORNERS


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 2

:01:1

1 P

M

E5.0



DETAILS -ELECTRICAL

05/06/2021

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ENGINEER OF RECORD:


CARL V. HAUCK

NOT TO SCALEE5.0

1 OCCUPANCY SENSOR WIRING DIAGRAM

NOT TO SCALEE5.0

2 OCCUPANCY SENSOR, WALL SWITCH, AND POWER PACK WIRING DIAGRAM

NOT TO SCALEE5.0

3 RECESSED MOUNTED FIXTURE SUPPORT

Revisions

No Description Date


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 2

:01:1

1 P

M

E6.0



SCHEDULES -ELECTRICAL

05/06/2021

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ENGINEER OF RECORD:


CARL V. HAUCK

BOLD TEXT INDICATES EITHER A CIRCUIT BREAKER AND/OR CIRCUIT DESCRIPTION CHANGE TO THIS EXISTING PANEL.LOAD CLASSIFICATION "Spare" INDICATES THE ESTIMATED EXISTING LOAD.

Notes:

Total Est. Demand: 106 A

Total Conn.: 106 A

Spare 36200 VA 100.00% 36200 VA Total Est. Demand: 38140 VA

Receptacle 1740 VA 100.00% 1740 VA Total Conn. Load: 38140 VA

Power 200 VA 100.00% 200 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 102 A 114 A 103 A

Total Load: 12200 VA 13600 VA 12340 VA

41 2000... 1200... 1 20 A EXISTING LOAD 42

39 2000... 1200... 1 20 A EXISTING LOAD 40

37

EXISTING LOAD 40 A 3

2000... 1200... 1 20 A EXISTING LOAD 38

35 0 VA 540 VA 1 20 A RECEPS-RM 102 36

33SPARE 30 A 2

0 VA 1200... 1 20 A COMPUTERS-RM 101,102 34

31 0 VA 200 VA 1 20 A DOOR HARDWARE 120V POWER SUPPLY 32

29SPARE 30 A 2

0 VA 0 VA 1 20 A SPARE 30

27 0 VA 0 VA 28

25SPARE 30 A 2

0 VA 0 VA2 30 A SPARE

26

23 EM 20 A 1 1000... 1200... 1 20 A EXISTING LOAD 24

21 EXISTING LOAD 20 A 1 1200... 1200... 1 20 A EXISTING LOAD 22

19 BRR EM 20 A 1 1000... 1200... 1 20 A EXISTING LOAD 20

17 GRR EM 20 A 1 1000... 1200... 1 20 A EXISTING LOAD 18

15 WARD COOLD (GREEN LIGHT ROOM MATH... 20 A 1 1000... 1200... 1 20 A EXISTING LOAD 16


11 FEMALE STAFF REST RM 20 A 1 1000... 1200... 1 20 A EXISTING LOAD 12




3 EXISTING LOAD 20 A 1 1200... 1000... 1 20 A CANOPY LIGHTS EM 4

1 EM 20 A 1 1000... 1000... 1 20 A EM 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Notes:

Enclosure: Type 1

Mounting: Surface Wires: 4 Mains Rating: 225 A

Supply From: Phases: 3 Mains Type: MLO

Location: Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: J

Revisions

No Description Date

COMMUNICATION SYMBOLS:FIRE ALARM SYMBOLS:

SECURITY SYMBOLS:

4

T301

OTHER:

COMMUNICATION GENERAL NOTES:

PUBLIC ADDRESS OR INTERCOM SYMBOLS:

COMMUNICATION OUTLET. REFER TO SPECIFICATIONS AND COMMUNICATION DETAIL SHEETS FOR ADDITIONAL REQUIREMENTS. REFER TO COMMUNICATION OUTLET IDENTIFIERS AND CABLING IDENTIFICATION LISTED BELOW.

FIRE ALARM MANUAL PULL STATION: MOUNT 48" A.F.F. TO CENTER LINE OF OPERABLE LEVER.

FIRE ALARM STROBE: WHEN WALL MOUNTED, MOUNT WITH BOTTOM OF STROBE LENS AT THE LOWER OF 80" A.F.F OR 6" BELOW CEILING. NUMERAL WHEN USED INDICATES CANDELA RATING OF MORE THAN 15.

DETAIL REFERENCE. "4" INDICATES DETAIL # "T301" INDICATES SHEET.REFER TO DETAIL FOR ADDITIONAL REQUIREMENTS.

SHEET KEYED NOTE "1" INDICATES NOTE #.1

F

F

75

FIRE ALARM COMBINATION HORN WITH STROBE: WHEN WALL MOUNTED, MOUNT WITH BOTTOM OF STROBE LENS AT THE LOWER OF 80" A.F.F OR 6" BELOW CEILING. NUMERAL WHEN USED INDICATES CANDELA RATING OF MORE THAN 15.

F

75

HEAT DETECTOR (FIXED TEMPERATURE). TEMPERATURE RATING TO BE COORDINATED WITH ENVIRONMENT IN WHICH IT'S INSTALLED

FHF

SMOKE DETECTOR: PHOTO-ELECTRIC TYPE.F

SD

SPRINKLER SYSTEM WATER FLOW SWITCH.F

WF

SPRINKLER SYSTEM TAMPER (SUPERVISORY) SWITCH.F

TS

SPRINKLER SYSTEM ELECTRICAL SOLENOID VALVE.F

ESV

DUCT MOUNTED SMOKE DETECTOR: PHOTO-ELECTRIC TYPE.FDD

EXTINGUISHING SYSTEM PRESSURE SWITCH.F

PR

SMOKE DAMPER OR FIRE/SMOKE DAMPER. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION.

FSMD

FIRE ALARM ELECTROMAGNETIC DOOR HOLDER.F

DH

ADDRESSABLE CONTROL RELAY.F

ACR

ADDRESSABLE MONITOR MODULE.F

AMM

DUCT MOUNTED SMOKE DETECTOR KEY ACTIVATED REMOTE TEST STATION. MOUNT 48" A.F.F. TO CENTER OF DEVICE. PROVIDE LABEL ON REMOTE TEST STATION COVER WHICH IDENTIFIES RELATED AHU DESIGNATION AND RELATED DUCT MOUNTED SMOKE DETECTOR ADDRESS.

F

RTS

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FIRE ALARM POWER SUPPLY

LED DEVICE LOCATION INDICATING LIGHT.F

LED

CARD READER: DEVICE SHALL BE MOUNTED AT APPROXIMATELY 48" A.F.F. TO CENTER OF DEVICE.

S

CR

DOOR POSITION SWITCH/CONTACTS.S

PS

DOOR LOCKING MECHANISM - ELECTRONIC WITH INTEGRATED DOOR CONTACT/POSITION SWITCH.

S

L

REQUEST TO EXIT DEVICE.RXB = WALL MOUNT PUSH BUTTONRXM = WALL MOUNT MOTION SENSOR ABOVE DOOR

S

RXM

DOOR INTERFACE BOX.S

DIB

ACCESS CONTROL SYSTEM

A. PROVIDE ALL REQUIRED PROGRAMMING OF THE ACCESS CONTROL SYSTEM. COORDINATE WITH OWNER FOR SCHEDULE AND OPERATION OF EACH DOOR AND DEVELOPMENT OF ACCESS LEVELS.

B. COORDINATE SHUNT TIMES FOR ALL SECURED DOORS WITH THE OWNER.C. COORDINATE CONDUIT AND BOX ROUGH-IN LOCATIONS WITH THE DOOR

HARDWARE INSTALLER PRIOR TO THE START OF CONSTRUCTION. REFER TO COMMUNICATION DETAIL SHEETS.

D. ACCESS CONTROL SYSTEM DOOR DEVICES INCLUDING BUT NOT LIMITED TO LOCKING MECHANISM, POWER TRANSFER HINGES, CRASH BARS AND DOOR POSITION/CONTACTS SHALL BE FURNISHED BY THE DOOR HARDWARE SUPPLIER. THEY SHALL BE INSTALLED AND WIRED BY THE SECURITY SYSTEM CONTRACTOR UNLESS NOTED OTHERWISE.

E. DOOR LOCK POWER SUPPLIES WITH BATTERY BACKUP SHALL BE FURNISHED, INSTALLED, SIZED AND WIRED BY SECURITY SYSTEM CONTRACTOR. IT IS THE SECURITY SYSTEM CONTRACTORS RESPONSIBILITY TO COORDINATE ELECTRICAL LOAD AND WIRING REQUIREMENTS FOR LOCKING MECHANISM. POWER SUPPLIES SHALL BE LOCATED IN THE COMMUNICATION ROOMS UNLESS NOTED OTHERWISE.

F. ACCESS CONTROL SYSTEM CABLE SIZES, TYPE AND QUANTITIES ARE SHOWN FOR REFERENCE AND BIDDING PURPOSES. THE SECURITY SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CABLING SUITABLE FOR USE WITH THE DEVICES SPECIFIED WITHIN THIS PROJECT.

G. SECURITY SYSTEM CONTRACTOR SHALL COORDINATE EXACT REQUIREMENTS WITH ARCHITECTURAL DOOR HARDWARE, SCHEDULE, DOOR CONTRACTOR AND SUPPLIER PRIOR TO PURCHASE AND INSTALLATION.

H. POWER SUPPLIES AND DOOR INTERFACE BOXES MAY NOT BE SHOWN ON FLOOR PLANS, HOWEVER, ARE REQUIRED FOR A COMPLETE AND OPERABLE ACCESS CONTROL SYSTEM.

SECURITY GENERAL NOTES:

EMERGENCY DURESS PUSH BUTTON.S

D

INTRUSION DETECTION MOTION SENSOR.S

M

SECURITY POWER SUPPLY.S

PWR

INTERCOM MASTER STATION WITH REMOTE DOOR RELEASES

ICM

AUDIO/VIDEO INTERCOM STATIONS

IC

VIDEO SURVEILLANCE CAMERA

EXISTING OR DEMOLITION COMMUNICATION OUTLET

NEW COMMUNICATION OUTLET

EXISTING OR DEMOLITION WIRELESS ACCESS POINT OUTLET

NEW WIRELESS ACCESS POINT OUTLET

COMMUNICATION OUTLET IDENTIFIER. REFER TO COMMUNICATION OUTLET DESIGNATION DETAIL FOR MOUNTING HEIGHTS. "X" DENOTES ONE OF THE FOLLOWING:

X

= MOUNTED AT CEILING= MOUNTED AT COUNTER ABOVE BACKSPLASH ELEMENT= MOUNTED IN FLOOR BOX OR POKE THROUGH DEVICE= MOUNTED IN SURFACE MOUNT RACEWAY= WALL MOUNT PHONE LOCATION= WIRELESS ACCESS POINT MOUNTED AT OR ABOVE CEILING

ACFRWWAP

COMMUNICATION CABLING IDENTIFICATION. REFER TO CABLING DESIGNATION SCHEME DETAIL.

# X

= DENOTES TOTAL NUMBER OF CABLES= DENOTES ONE OF THE FOLLOWING:

"#""X"

= COAXIAL CABLE= DATA COMMUNICATION CABLE= FIBER OPTIC CABLE= VOICE COMMUNICATION CABLE= AUDIO/VIDEO CABLE

PAGING/INTERCOM SPEAKER: CEILING MOUNT 2x2 CEILING TILE

P

PAGING/INTERCOM SPEAKER: CEILING MOUNT DRYWALL CEILING

PAGING/INTERCOM SPEAKER: WALL MOUNT. SPEAKER SHALL BE MOUNTED AT APPROXIMATELY 8'-0" A.F.F. UNLESS NOTED OTHERWISE.

PAGING/INTERCOM HORN: WALL MOUNT. HORN SHALL BE MOUNTED AT APPROXIMATELY 10'-0" A.F.F. UNLESS NOTED OTHERWISE.

CLOCK: SINGLE SIDED, WALL MOUNT

PAGING/INTERCOM PUSHBUTTON: DEVICE SHALL BE MOUNTED AT APPROXIMATELY 42" A.F.F. TO BUTTON LOCATION UNLESS NOTED OTHERWISE

CDFVAV

A. ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THIS PROJECT.B. THE DRAWINGS HAVE BEEN PREPARED UTILIZING EXISTING DRAWINGS

AND BUILDING OBSERVATIONS AND MAY NOT SHOW ALL CONDITIONS. CONTRACTOR SHALL VISIT THE BUILDING AND SITE PRIOR TO BID SUBMISSION AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. CONTRACTORS SHALL NOT BE ALLOWED ADDITIONAL FUNDS OR TIME DUE TO FAILURE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS.

C. ACCEPTANCE OF CONTRACT MEANS INSTALLER ACCEPTS EXISTING CONDITIONS.

D. COORDINATE INSTALLATION WITH EXISTING CONDITIONS. FIELD VERIFY EXISTING CONDITIONS.

E. CONTRACTOR SHALL SCHEDULE ALL OUTAGES WITH THE OWNER’S REPRESENTATIVE AT LEAST 14 CALENDAR DAYS IN ADVANCE OF A SHUTDOWN.

F. ALL PENETRATIONS THROUGH CONCRETE OR MASONRY WALLS AND FLOOR SLABS SHALL BE CORE DRILLED. AFTER CONDUITS HAVE BEEN INSTALLED, SEAL WALL AROUND CONDUIT TO MAINTAIN FIRE RATING OF FLOOR OR WALL USING UL LISTED METHODS AND MATERIALS. EXTERIOR WALLS SHALL BE SEALED WATER TIGHT.

G. PROVIDE EMT SLEEVES WITH INSULATED BUSHINGS ON EACH END FOR ALL CABLES PASSING THROUGH WALLS AND FLOORS. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE FIRE STOPPED. SEAL AROUND OUTSIDE OF CONDUITS AND SEAL INSIDE OF CONDUIT SLEEVES OR UTILIZE AN APPROVED FIRE RATED ASSEMBLY.

H. CABLING TO BE LOCATED INSIDE BUILDINGS SHALL BE CONCEALED WHERE POSSIBLE AND SHALL BE INSTALLED AS FOLLOWS: CABLES CONCEALED INSIDE HOLLOW WALL CONSTRUCTION SHALL BE INSTALLED IN CONDUITS STUBBED INTO ACCESSIBLE PORTION OF CEILING CAVITY AND SHALL BE SUPPORTED UTILIZING J-HOOK PATHWAYS. CABLES LOCATED IN ROOMS WITH AN EXPOSED CEILING STRUCTURE SHALL BE INSTALLED IN CONDUIT. CABLES INSTALLED ABOVE DRYWALL CEILINGS SHALL BE INSTALLED IN CONDUIT. CABLES INSTALLED IN SOLID MASONRY WALLS SHALL BE INSTALLED IN SURFACE RACEWAY. ROUTE CONDUIT AND CABLES TO SUIT FIELD CONDITIONS. REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

I. CONTRACTOR SHALL COORDINATE ALL CONDUIT AND CABLE ROUTING WITH EXISTING CONDITIONS PRIOR TO INSTALLATION.

J. CONTRACTOR SHALL TERMINATE AND TEST ALL COMMUNICATION SYSTEM CABLES PER SPECIFICATIONS AND LATEST TIA/EIA STANDARDS.

K. COMMUNICATION CABLING SHALL NOT EXCEED 90 METERS (295 FEET) PER TIA/EIA STANDARDS.

L. CONTRACTOR SHALL LABEL ALL CABLES AND CONNECTORS (OUTLETS, PATCH PANELS, FACEPLATES, PUNCH DOWN BLOCKS, ETC.) PER SPECIFICATIONS AND OWNER STANDARDS. ALL CABLES SHALL BE PERMANENTLY LABELED WITH A PRE-PRINTED, STICK ON, SELF ADHERING LABELING SYSTEM. REFER TO SPECIFICATIONS.

M. PROVIDE WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS AND PROVIDE WORK SHOWN ON DRAWINGS BUT NOT SPECIFIED AS THOUGH EXPRESSLY REQUIRED BY BOTH.

N. CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR PLACEMENT OF CEILING MOUNTED EQUIPMENT. COORDINATE WITH ALL OTHER TRADES.

O. CONTRACTOR SHALL PROVIDE PULL STRINGS IN ALL EMPTY OR SPARE CONDUIT.

P. COMMUNICATION EQUIPMENT, COMPONENTS AND CABLING SHALL BE FREE FROM PAINT AND PAINT OVERSPRAY UNLESS NOTED OTHERWISE.

Q. COMMUNICATION EQUIPMENT, COMPONENTS AND CABLING SHALL BE FREE FROM CONSTRUCTION DIRT AND DEBRIS.

R. CONTRACTOR SHALL COMPLY WITH HOSPITAL’S INTERIM LIFE SAFETY MEASURES (ILSM).

F

F

F FIRE ALARM HORN: WHEN WALL MOUNTED, MOUNT WITH BOTTOM OF STROBE LENS AT THE LOWER OF 80" A.F.F OR 6" BELOW CEILING. NUMERAL WHEN USED INDICATES CANDELA RATING OF MORE THAN 15.

75

75FIRE ALARM SPEAKER: WHEN WALL MOUNTED, MOUNT WITH BOTTOM OF STROBE LENS AT THE LOWER OF 80" A.F.F OR 6" BELOW CEILING. NUMERAL WHEN USED INDICATES CANDELA RATING OF MORE THAN 15.

FIRE ALARM COMBINATION SPEAKER WITH STROBE: WHEN WALL MOUNTED, MOUNT WITH BOTTOM OF STROBE LENS AT THE LOWER OF 80" A.F.F OR 6" BELOW CEILING. NUMERAL WHEN USED INDICATES CANDELA RATING OF MORE THAN 15.

75

DOOR LOCKING MECHANISM - MAGNETIC LOCK WITH INTEGRATED DOOR CONTACT/POSITION SWITCH..

S

ML

PUSH BUTTON DOOR RELEASE.S

PBR

VIDEO SURVEILLANCE SYSTEM

A. VIDEO FROM SECURITY CAMERA SHALL BE STORED IN A VIDEO MANAGEMENT SYSTEM NETWORK RECORDING SERVER. REFER TO SPECIFICATIONS FOR SERVER REQUIREMENTS. SECURITY SYSTEM CONTRACTOR SHALL CONTACT OWNER FOR RECORDING FRAME RATES, STORAGE DURATION AND MOTION ACTIVATION SETTING REQUIREMENTS. SECURITY SYSTEM CONTRACTOR SHALL CONFIGURE AND PROGRAM VIDEO MANAGEMENT SYSTEM. SERVER LICENSING SHALL BE INCLUDED IN THE BASE BID.

B. SECURITY SYSTEM CONTRACTOR SHALL SCHEDULE AN ON-SITE MEETING WITH OWNER TO REVIEW FINAL CAMERA PLACEMENT AND FIELD OF VIEWS PRIOR TO INSTALLATION.

C. SECURITY SYSTEM CONTRACTOR SHALL OBTAIN ACCESS LAYER SWITCH PORT ASSIGNMENTS AND IP ADDRESSING FOR CAMERAS FROM OWNER AND CONFIGURE SERVER FOR OPERATION ON THE OWNER’S NETWORK.

TECHNOLOGY COMMUNICATION LEGEND AND ABBREVIATIONS (SEE SPECIFICATIONS & SCHEDULES)NOTES: 1. NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED ON THESE PLANS.

2. ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICES AND EQUIPMENT U.O.N.3. IN GENERAL, SYMBOLS SHOWN WITH LIGHT LINES DENOTE EXISTING WORK. SYMBOLS SHOWN WITH HEAVY LINES DENOTE

PROPOSED WORK.

MULTI-CRITERIA COMBINATION SMOKE/HEAT/CARBON MONOXIDE DETECTORF

MC

CARBON MONOXIDE DETECTOR: PHOTO-ELECTRIC TYPE.F

CO

S SECURITY ON/OFF DOOR SWITCH

FAAP

FACP

F

PWR


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 1

:49:5

4 P

M

T0.2



LEGEND & NOTES -TECHNOLOGY

05/06/2021

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ENGINEER OF RECORD:


CARL V. HAUCK

TECHNOLOGY SHEET LIST

SheetNumber Sheet Name

T0.2 LEGEND & NOTES - TECHNOLOGY

TD2.1 LEVEL 01 - DEMOLITION - TECHNOLOGY

T2.1 LEVEL 01 - NEW WORK - TECHNOLOGY

T5.0 DETAILS - TECHNOLOGY

Revisions

No Description Date

S

S

F

SS

F

FF

F

F

F

S

S

F

F

J

GENERAL NOTES

A. ALL DEVICES SHOWN ARE EXISTING TO BE DEMOLISHED UNLESS NOTED OTHERWISE AS EXISTING TO REMAIN (ETR).

B. PLANS ARE DIAGRAMMATIC IN NATURE. THEY REFLECT THE AVAILABLE INFORMATION OBTAINED FROM FIELD OBSERVATION AND EXISTING DOCUMENTATION. ACTUAL LOCATION OF ELEMENTS AND EQUIPMENT MAY DEVIATE FROM THE LOCATION AND QUANTITIES SHOWN.

C. EXISTING CABLING TO REMAIN SHALL BE TEMPORARILY SUPPORTED AND PROTECTED. IF CABLE IS DAMAGED DURING THE CONSTRUCTION PROCESS, CONTRACTOR SHALL REPLACE CABLE WITH NEW PER SPECIFICATIONS.

D. WHILE MOST DEMOLITION WORK IS CONFINED TO CERTAIN AREAS OF THE BUILDING, WORK FOR TECHNOLOGY COMMUNICATION SYSTEMS MAY BE EXTENDED TO INCLUDE OTHER AREAS OUTSIDE THE SCOPE OF WORK. PLAN IN ADVANCE TO PERFORM WORK IN OTHER AREAS TO MINIMIZE INTERRUPTIONS.

E. DEMOLITION REFERS TO THE DISCONNECTION AND REMOVAL OF EQUIPMENT, CABLING AND COMPONENTS BACK TO SOURCE.

F. CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING AS REQUIRED FOR EXECUTION OF DEMOLITION WORK AND INSTALLATION OF NEW WORK.

G. COORDINATE THE DISCONNECTION AND REMOVAL OF ALL ITEMS WITH ASSOCIATED TRADES. ENSURE SERVICES THAT ARE REQUIRED TO REMAIN ACTIVE ARE ACTIVE DURING AND AFTER DEMOLITION IS COMPLETED. COORDINATE WITH FLOORS ABOVE AND BELOW FOR THE AVOIDANCE OF INADVERTENT SERVICE DEACTIVATION.

H. CONTRACTOR SHALL VISIT SITE PRIOR TO BID SUBMITTAL TO DETERMINE SITE CONDITIONS AFFECTING THE EXECUTION OF WORK. FAILURE TO BE ACQUAINTED WITH EXISTING CONDITIONS WILL NOT BE JUSTIFICATION FOR ADDITIONAL SERVICES.

KEYED NOTES

DISCONNECT AND REMOVE EXISTING BURGLAR ALARM KEYPAD FOR RE-INSTALLATION. REFER TO NEW WORK PLAN FOR NEW LOCATION.

1

DISCONNECT AND REMOVE EXISTING VIDEO SURVEILLANCE CAMERA FOR RE-INSTALLATION. REFER TO NEW WORK PLAN FOR NEW LOCATION. CABLING SHALL BE EXISTING TO REMAIN FOR RE-USE. CABLE SHALL BE COILED, MANAGED AND PROTECTED DURING THE CONSTRUCTION PROCESS.

2

DISCONNECT AND REMOVE EXISTING WIRELESS ACCESS POINT AND RETURN TO OWNER.

3

DISCONNECT AND REMOVE EXISTING WALL MOUNTED CLOCK FOR RE-INSTALLATION. REFER TO NEW WORK PLAN. MAINTAIN EXISTING CABLE INFRASTRUCTURE FOR RE-USE.

4

DISCONNECT AND REMOVE EXISTING FIRE ALARM BELL FOR RE-INSTALLATION. REFER TO NEW WORK PLAN. MAINTAIN EXISTING CABLE INFRASTRUCTURE FOR RE-USE.

5

DISCONNECT AND REMOVE EXISTING JUNCTION BOX FOR RE-INSTALLATION. REFER TO NEW WORK PLAN.

6

DISCONNECT AND REMOVE EXISTING COMMUNICATION OUTLET AND ASSOCIATED CABLING IN SURFACE MOUNT RACEWAY. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

7

EXISTING WALL MOUNT DATA EQUIPMENT CABINET.8

FAAPSD

SD

DH

DH

IC

CR

WAP

BKP

MRXM

FACP

PWR

SECURITY

1

ETR

ETR

ETR ETR ETRETR

ETR

ETRETR

ETR

ETR

ETR

ETR

2

ETR

3

4

5

6

7

8

ETRRACK


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 1

:49:5

5 P

M

TD2.1



LEVEL 01 -DEMOLITION -TECHNOLOGY

05/06/2021

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1/8" = 1'-0"TD2.1

1 LEVEL 01 FLOOR PLAN - DEMOLITION - TECHNOLOGY


ENGINEER OF RECORD:


CARL V. HAUCK

Revisions

No Description Date

N

NOT TO SCALE

KEY PLAN

S

S

F

SS

F

FF

F

F

S

F

S

F

S

SS S

S

S

S

F

J

FAAP

IC

CR

MRXM

SD

DH

DH

WAP

VESTIBULE100

DIRECTOR'S

OFFICE101

SECURITY OFFICE102

ORCHESTRA

STORAGE104

ORCHESTRA103

FACP

PWR

BKP

SD

SECURITYETR

2D

2D

1D

102A

CR

LRXML

1

2

ETR

ETR

L

PWR

PBR

3

5

7

6

8

ETR

ETR

ETRETRETR

ETR

ETRETR

ETRRACK

ETR

9

ETR

ETR

2D

GENERAL NOTES

A. VERIFY CABLE PATHWAY (CABLE TRAY, CONDUIT OR J-HOOKS) WITHIN BUILDING AND ADJUST ELEVATIONS AND ROUTING TO FACILITATE INSTALLATION. COORDINATE WITH ALL OTHER BUILDING TRADES. UTILIZE EXISTING PATHWAYS WHERE APPLICABLE. WHERE PATHWAYS DO NOT EXIST, PROVIDE NEW.

B. ALL COMMUNICATION CABLES SHALL TERMINATE IN COMMUNICATION RACK SHOWN ON THIS FLOOR, UNLESS NOTED OTHERWISE.

C. VERIFY MOUNTING HEIGHT OF COMMUNICATION DEVICES WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. WHERE CONFLICTS EXIST, CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT FOR RESOLUTION.

D. COMMUNICATION CABLING FOR WIRELESS ACCESS POINT (COMMUNICATION OUTLET WITH WAP DESIGNATION) SHALL HAVE AN ADDITIONAL 15’ SERVICE LOOP. SERVICE LOOP SHALL BE MANAGED, COILED AND SUPPORTED AT CEILING.

E. ELECTRICAL DEVICES ARE SHOWN LIGHT AND ARE FOR REFERENCE PURPOSES ONLY. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

F. ALL EXTERIOR CAMERAS SHALL BE MOUNTED AT APPROXIMATELY 12’ ABOVE GRADE. COORDINATE EXACT LOCATION WITH BUILDING EXTERIOR, BUILDING INTERIOR CEILING CAVITY, ARCHITECTURAL FEATURES AND AESTHETICS BEFORE ROUGH-IN AND INSTALLATION.

G. DEVICES SHOWN LIGHT ARE EXISTING. DEVICES SHOWN DARKER/BOLD ARE TO BE PROVIDED UNDER THIS CONTRACT UNLESS NOTED OTHERWISE

KEYED NOTES

1 RE-INSTALL EXISTING BURGLAR ALARM KEYPAD IN LOCATION SHOWN. PROVIDE NEW CABLING INFRASTRUCTURE AS REQUIRED.

RE-INSTALL EXISTING VIDEO SURVEILLANCE CAMERA IN NEW LOCATION SHOWN. PROVIDE NEW CABLING INFRASTRUCTURE. EXISTING VMS PROGRAMMING SHALL BE MODIFIED TO DENOTE NEW LOCATION. COORDINATE CAMERA VIEWING ANGLE WITH APPROVED SECURITY PERSONNEL.

PROVIDE PUSH BUTTON RELEASE. UPON DEPRESSION OF BUTTON, DOOR 102A SHALL BE TEMPORARILY RELEASED. COORDINATE EXACT PROGRAMMING WITH APPROVED SECURITY PERSONNEL.

2

3

PROVIDE MASTER INTERCOM STATION TO COMMUNICATE WITH EXISTING INTERCOM LOCATED AT VESTIBULE 100. MODIFY PROGRAMMING AS REQUIRED TO ACCOMMODATE NEW COMPONENTS.

4

PROVIDE VIDEO SURVEILLANCE MULTI-SENSOR CAMERA (ADVIDIA A-427-V OR APPROVED EQUAL). UTILIZE EXISTING CABLING INFRASTRUCTURE. SENSORS SHALL BE AIMED AT CORRIDORS AND VESTIBULE ENTRANCE. COORDINATE CAMERA VIEWING ANGLES WITH APPROVED SECURITY PERSONNEL.

5

EXTEND EXISTING ROUGH-IN FLUSH WITH NEW FINISHED WALL SURFACE AND RE-INSTALL CLOCK.

6

EXTEND EXISTING ROUGH-IN FLUSH WITH NEW FINISHED WALL SURFACE AND RE-INSTALL FIRE ALARM BELL.

7

EXTEND EXISTING ROUGH-IN FLUSH WITH NEW FINISHED WALL SURFACE AND RE-INSTALL JUNCTION BOX FACE PLATE.

8

POWER SUPPLY SHALL BE LOCATED ABOVE CEILING FOR ACCESS CONTROL SYSTEM. PROVIDE QUANTITIES AS REQUIRED. COORDINATE EXACT LOCATION WITH EXISTING CONDITIONS. COORDINATE WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL CIRCUIT. REFER TO ELECTRICAL DRAWINGS AND ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

9


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 1

:49:5

5 P

M

T2.1



LEVEL 01 - NEWWORK -

TECHNOLOGY

05/06/2021

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1/8" = 1'-0"T2.1

1 LEVEL 01 FLOOR PLAN - NEW WORK - TECHNOLOGY


ENGINEER OF RECORD:


CARL V. HAUCK

Revisions

No Description Date

N

NOT TO SCALE

KEY PLAN

NOTES:1. COLOR OF FACE PLATE SHALL BE

COORDINATED WITH AND APPROVED BY ARCHITECT AND OTHER DEVICES WITHIN THE SAME SPACE.

2. FACE PLATE IS DIAGRAMMATIC ONLY. REFER TO SPECIFICATIONS FOR EXACT TYPE OF FACE PLATE.

3. BLANKS SHALL BE INSTALLED IN ALL UNUSED PORTS AND COLOR SHALL MATCH FACE PLATE.

4. EXTENSION RING GANGS SHALL BE COORDINATED WITH FACE PLATE.

5. COMMUNICATION CABLES SHOWN ARE FOR REFERENCE PURPOSES ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR EXACT QUANTITIES.

6. CONDUIT SHALL EXTEND FROM OUTLET BOX TO ACCESSIBLE PORTION OF CEILING UNLESS NOTED OTHERWISE.

7. FOR NON-STANDARDIZED OR SPECIALTY OUTLETS, REFER TO ASSOCIATED KEYED NOTE.

4-11/16" SQUARE x 2-1/8"DEEP OUTLET BOX

1" CONDUIT (MINIMUM)

MULTIPLE 4-PAIR UTP CATEGORY CABLES TO COMMUNICATION ROOM

EXTENSION RING DEPTH SHALL BE COORDINATED WITH WALL ASSEMBLY

FACE PLATE LABEL

CONNECTOR JACK

FACE PLATE LABEL

FACE PLATE

CABLE TYPE

CABLE QUANTITY

# X

C = COAXIAL CABLED = DATA CABLEF = FIBER OPTIC CABLEV = VOICE CABLEAV = AUDIO/VISUAL CABLING

"X" DENOTES ONE OF THE FOLLOWING:

"#" DENOTES TOTAL NUMBER OF CABLES

2D/1V

(2)DATA (1)VOICE

NOTES:1. CABLING SCHEME IS UTILIZED AT ALL COMMUNICATION

OUTLETS TO CLARIFY TYPE AND QUANTITY OF CABLES REQUIRED AT OUTLET.

2. FOR NON-STANDARDIZED OR SPECIALTY OUTLETS, REFER TO ASSOCIATED KEYED NOTE ON PLAN.

SCHEME EXAMPLENOTES:1. PLAN SYMBOLOGY WITH ASSOCIATED

MOUNTING HEIGHTS ARE SHOWN. OUTLET MAY BE OPEN OR FILLED.

2. DEVICES SHALL BE MOUNTED A THE HEIGHT SHOWN UNLESS NOTED OTHERWISE.

3. MOUNTING HEIGHT SHOWN IS APPROXIMATE AND SHALL BE TO CENTER OF OUTLET BOX.

4. FOR ITEMS INSTALLED IN AN ENCLOSURE, COORDINATE REQUIREMENTS WITH CEILING TYPE, ENCLOSURE AND OTHER TRADES.

F

W

C

A

FLOOR

FLOOR BOX OR POKE THRU

18

"

1" ABOVE HIGHEST BACK SPLASH ELEMENT TO BOTTOM

OF COMMUNICATION BOX

48

"

AT OR ABOVE CEILING

WIRELESS ACCESS POINT

WAP

CEILING

3/4"C TO CARD READER ON UNSECURED SIDE

DOOR INTERFACE BOX ABOVE CEILING

(SECURE SIDE)

CARD READER

MOUNTED AT 42" AFF

(UNSECURED SIDE)

3/4"C TO DOOR FRAME FOR DOOR POSITION SWITCH/DOOR CONTACTS

3/4"C TO DOOR FRAME FOR LOCKING MECHANISM

CEILING

FLOOR

NOTES:1. SINGLE DOOR ROUGH-IN IS SIMILAR.2. PROVIDE ROUGH-IN BOXES, CONDUIT, WIRING, POWER

SUPPLIES, ETC. AS REQUIRED. COORDINATE EXACT REQUIREMENTS WITH SYSTEM VENDOR AND ARCHITECTURAL DOOR HARDWARE SCHEDULE. PROVIDE ALL COMPONENTS REQUIRED.

3. DETAIL IS DIAGRAMMATIC AND IS NOT INTENDED TO BE EXACT OR ALL INCLUSIVE. COORDINATE WITH ARCHITECTURAL PLANS, DETAILS, AND DOOR HARDWARE FOR DEVICE LOCATIONS AND TYPES.

4. PROVIDE PULL STRINGS IN ALL CONDUITS.5. PROVIDE ADDITIONAL 3/4" CONDUIT WHEN A POWER TRANSFER

DEVICE IS UTILIZED.6. MOUNTING HEIGHTS ARE APPROXIMATE AND SHALL BE

COORDINATED WITH ARCHITECTURAL PLANS AND ELEVATIONS.7. SECURE SIDE SHALL BE FREE FOR IMMEDIATE EXIT.8. SECURE SIDE PIR SHALL PROVIDE REQUEST-TO-EXIT INPUT TO

SHUNT ALARM.9. ACCESS CONTROL SYSTEM SHALL UNLOCK ELECTRONIC

LOCKING MECHANISM UPON ACTIVATION OF A VALID CREDENTIAL.

10. CONTRACTOR SHALL PROVIDE ALL REQUIRED PROGRAMMING AND SHALL COORDINATE WITH OWNER FOR SCHEDULE AND OPERATION.

11. DOOR HARDWARE DEVICES SHALL BE FURNISHED AND INSTALLED BY HARDWARE CONTRACTOR AND WIRED BY THE ELECTRICAL/COMMUNICATION CONTRACTOR, UNLESS NOTED OTHERWISE.

12. POWER SUPPLIES SHALL BE FURNISHED, INSTALLED, SIZED AND WIRED BY THE ELECTRICAL CONTRACTOR. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE DOOR HARDWARE CONTRACTOR. POWER SUPPLIES SHALL BE LOCATED IN THE COMMUNICATION ROOM.

13. PUSH PADDLE SHALL PROVIDE LOCKING MECHANISM RETRACTION AND INITIATE AUTO-OPEN UPON VALID CREDENTIAL.

1"C TO ACCESSIBLE PORTION OF CEILING

CABLE TO DOOR CONTROLLER UNIT

3/4"C TO PIRREQUEST-TO-EXIT

3/4"C TO AUTO OPERATOR PUSH PADDLE

AUTO OPERATOR

PUSH PADDLE

MOUNTED AT 42" AFF

AUTO OPERATOR

PUSH PADDLE

MOUNTED AT 42" AFF

(UNSECURE SIDE)

3/4"C TO AUTO OPERATOR PUSH PADDLE ON UNSECURED SIDE

3/4"C TO FIRE ALARM ADDRESSIBLE CONTROL RELAY AND POWER SUPPLY

NOTES:1. WHEN INSTALLED IN AN INACCESSIBLE CEILING, PROVIDE 3/4" CONDUIT TO AN

ACCESSIBLE CEILING SPACE. WHEN INSTALLED IN AN ACCESSIBLE CEILING, NO CONDUIT IS REQUIRED.

2. COORDINATE INSTALLATION AND LOCATION OF CAMERA HOUSING WITH GENERAL CONTRACTOR AND OTHER TRADES. PROVIDE BLOCKING AND CEILING REINFORCEMENT AS REQUIRED.

3. CONTRACTOR SHALL APPROPRIATELY SEAL WHERE CAMERA MEETS WALL WHEN INSTALLED IN AN EXTERIOR APPLICATION AND SHALL MAINTAIN IP66 RATING OF CAMERA HOUSING.

4. CAMERA SHALL BE 3MP, VANDAL RESISTANT, DOME CAMERA WITH IR ILLUMINATION AND 3mm TO 9mm VARIFOCAL LENS. CAMERA SHALL BE AVIGILON H5SL SERIES.

4-PAIR UTP CABLEENCLOSURE/HOUSING WITH FINISHED TRIM

CEILING

NOTES:1. JUNCTION BOX SHALL BE COMPATIBLE WITH CAMERA. CAMERA CABLING SHALL BE ROUTED THROUGH

JUNCTION BOX.2. CONTRACTOR SHALL APPROPRIATELY SEAL WHERE CAMERA MEETS WALL WHEN INSTALLED IN AN

EXTERIOR APPLICATION AND SHALL MAINTAIN IP66 RATING OF CAMERA HOUSING.3. CONDUIT SHALL EXTEND INTO APPROPRIATE CEILING CAVITY AND EXTEND TO ACCESSIBLE CEILING

SPACE.4. COORDINATE INSTALLATION AND LOCATION OF CAMERA WITH GENERAL CONTRACTOR AND OTHER

TRADES. PROVIDE BLOCKING AND CEILING REINFORCEMENT AS REQUIRED.5. CAMERA SHALL BE 3MP, VANDAL RESISTANT, DOME CAMERA WITH IR ILLUMINATION AND 3mm TO 9mm

VARIFOCAL LENS. CAMERA SHALL BE AVIGILON H5SL SERIES.

3/4" CONDUIT 3/4" CONDUIT 3/4" CONDUIT

JUNCTION BOX

JUNCTION BOX

JUNCTION BOX

WALL WALL WALL

DOMECAMERA

DOMECAMERA BULLET

CAMERA


SUITE# 501

ST. LOUIS, MO 63105

TEL: 314.863.4994

FAX: 314.863.4996




2009027409

DATE:





Project No:

5/7

/20

21 1

:49:5

5 P

M

T5.0



DETAILS -TECHNOLOGY

05/06/2021

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ENGINEER OF RECORD:


CARL V. HAUCK

NO SCALET5.0

1 COMMUNICATION OUTLET

NO SCALET5.0

2 OUTLET CABLING SCHEME

NO SCALET5.0

3 OUTLET ELEVATION HEIGHT

NO SCALET5.0

4 ACCESS CONTROL - DOUBLE DOOR WITH AUTO OPERATOR

NO SCALET5.0

5 CAMERA - CEILING MOUNT

NO SCALET5.0

6 CAMERA - WALL MOUNT

Revisions

No Description Date

Kirkwood High School (KHS) 2021

Documents

Transcript of Kirkwood High School (KHS) 2021