J:MSU CLASSROOM REMODEL 201900-RevitWilson … Wilson Hall...GB grab bar GAF brand name roofing...

WILSON ROOM 1-130

PROJECT LOCATION

NOT IN SCOPE

NOT IN SCOPE

STAGING AREA

ACCESS TO PROJECT

NOT IN SCOPE

ACCESS DRIVE APPROX.90 FEET TO NORTHWEST OFENTRY DOOR

CLASSROOM INTERIOR UPGRADESMONTANA STATE UNIVERSITYADDRESS: WILSON HALL, ROOM 1-130, BOZEMAN, MT 59717

DESCRIPTION: THE EXISTING CLASSROOM IS TO BE UPDATED WITH NEW FINISHES, A NEW CEILING WITH NEW LIGHT FIXTURES, AND A NEW RAISED FLOOR.

PROJECT LOCATIONMONTANA STATE UNIVERSITYWILSON HALL RM 1-130BOZEMAN, MT 59717

NORTH

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W GARFIELD ST

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EXISTING ACCESS DRIVE

REV. DESCRIPTION DATE

REVIEWED BY:DRAWN BY:

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MSU-CPDCMONTANA STATE UNIVERSITY

BOZEMAN, MONTANAPHONE: 406.994.5413

FAX: 406.994.5665

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MosaicMosaic

COVER SHEET - WIL1-130

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PPA#18-2190

ARCHITECTURAL DRAWINGS

A000 COVER SHEET - WIL 1-130A001 GENERAL & CODE ANALYSIS - WIL 1-130A002 DEMOLITION PLANS - WIL 1-130A100 PLANS, SECTIONS & DETAILS - WIL 1-130A200 INTERIOR ELEVATIONS & FINISH PLAN - WIL 1-130A400 CEILING DETAILS - WIL 1-130A700 FURNITURE PLANS - WIL 1-130

MECHANICAL/ELECTRICAL/PLUMBING ENGINEERING:

2880 TECHNOLOGY BLVD. WESTP.O. BOX 1113BOZEMAN, MT 59771-1113(406) 587-0721

CONTACT: Matt Carr, PE, LEED [email protected]

ARCHITECT:

MOSAIC ARCHITECTURE, P.C.428 North Last Chance GulchHelena, MT 59601Ph. 406-449-2013,

MEP SHEETS

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONSE101 WILSON 1-130 POWER & SIGNAL PLANE102 WILSON 1-130 LIGHTING PLANSM101 WILSON 1-130 MECHANICAL PLANS100 WILSON 1-130 STRUCTURAL PLAN

CONTACT(S) : Jeff Downhour, [email protected] Vander Poel, [email protected]

MSU CLASSROOM RENOVATIONS 2019

PPA#18-2190ADDRESS: WILSON HALL

MONTANA STATE UNIVERSITYBOZEMAN, MT 59717

PROJECT DIRECTORYVICINITY MAP

WILSON HALL LEVEL 1 - KEY MAP

CLASSROOM RENDERING

SHEET INDEX

SUMMARY OF WORK

WILSON HALL ROOM 1-130 RENOVATION

1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS OF THE EXISTING SITE.

2. RESPONSIBILITY FOR ON-SITE COORDINATION OF CONSTRUCTION ACTIVITIES IS WITH THE GENERAL CONTRACTOR.

3. ALL SHOP DRAWING DIMENSIONS TO BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR WHO WILL BE RESPONSIBLE FOR SAME.

4. GENERAL CONTRACTOR IS RESPONSIBLE FOR PATCHING OF ANY SURFACES DAMAGED DURING THE CONSTRUCTION PROCESSES. SURFACES ARE TO BE PATCHED FLUSH WITH EXISTING. MATCH EXISTING ADJACENT FINISH OR APPLY NEW FINISH AS SCHEDULED.

5. GENERAL CONTRACTOR TO COORDINATE ALL CUTTING AND PATCHING REQUIRED BY WORK OF ALL TRADES AND AS APPROVED BY ARCHITECT/ ENGINEER.

6. GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING, ANCHORAGES FOR ACCESSORIES, MILLWORK, TRIM, GRAB BARS, CABINETS, SHELVING, TOILET ACCESSORIES, HANDRAILS, OTHER FLUSH OR SEMI-RECESSED EQUIPMENT, MECHANICAL AND ELECTRICAL ITEMS, OR AS SPECIFIED.

7. IN GENERAL, REPETITIVE DETAILS DRAWN ARE SHOWN IN FULL ONLY ONCE. REPETITIONS MAY NOT BE COMPLETE IN EVERY DETAIL AS SHOWN IN THE ORIGINAL DETAIL.

8. PARTITIONS ARE LOCATED BY ONE OF THE FOLLOWING METHODS:9. a) WHERE POSSIBLE, BY RELATIONSHIP TO ADJACENT STRUCTURE.10. b) TYPICAL RELATIONSHIP TO LARGE SCALE DETAILS.11. c) BY DIMENSION FROM STRUCTURE OR PARTITION ALREADY LOCATED.12. d) BY DIMENSION FROM GRID LINES.13. e) DIMENSIONS ARE TO FACE OF STUD.14. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS.15. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUBFLOOR UNLESS NOTED OTHERWISE.16. EDGE TRIM AROUND ALL EDGES OF GYPSUM BOARD WALLS ABUTTING OTHER MATERIALS. LEAVE

1/4" GAP FROM WALL FOR SEALANT.17. WHERE COLUMNS AND STUD WALLS ALIGN, GYPSUM BOARD TO BE CONTINUOUS OVER COLUMNS

OR BOXED AROUND COLUMN IF COLUMN PROJECTS BEYOND WALL.18. GYPSUM BOARD IN TOILET AREAS AND OTHER AREAS INDICATED AS "WET AREAS" TO BE WATER

RESISTANT GYPSUM BOARD.19. BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITION OR AREA OF FINISH THAT IS IN

QUESTION OR NOT NOTED.20. SEAL OPENINGS IN FLOOR AROUND DUCTS, PIPES, VENTS, SOILPIPES, TRAPS, CONDUIT, ETC.

ACCORDING TO DETAILS & SPECIFICATIONS.21. ALL PENETRATIONS THROUGH WALLS ABOVE CEILING AND BELOW STRUCTURE ARE TO BE CLOSED

TIGHT AROUND PENETRATION. USE FIRESAFING WHERE FIRE-RATED WALLS AND FLOOR/CEILINGS ARE PENETRATED. SEE DETAILS AND SPECIFICATIONS.

22. DUST BARRIERS MUST BE INSTALLED WHEREVER NEW WORK IS ADJACENT TO OCCUPIED AREAS. BARRIERS MUST BE SEALED TO INSURE NO DUST TRANSMISSION TO OCCUPIED SPACES.

23. CONTRACTOR TO VERIFY ALL EQUIPMENT SIZES AND ROUGH-IN NEEDS AND ADJUST TO EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

24. SEE MECHANICAL & ELECTRICAL FOR ADDITIONAL PLACEMENT OF SLEEVES & HANGERS REQUIRED BY WORK.

25. ALL MECHANICAL AND ELECTRICAL LINES TO BE INSTALLED TIGHT TO STRUCTURE WHERE POSSIBLE.

26. HEATING, PLUMBING AND ELECTRICAL PLANS WHERE SHOWN DIAGRAMMATICALLY ARE INTENDED TO INDICATE CAPACITY, SIZE AND LOCATION AND GENERAL ARRANGEMENTS. ALL NECESSARY FEATURES OF RELATED CONSTRUCTION WILL BE REQUIRED AS IF SHOWN IN DETAIL.

27. WHERE MECHANICAL AND ELECTRICAL EQUIPMENT LOCATIONS CONFLICT ELECTRICAL, LIGHT FIXTURE LOCATIONS SHALL TAKE PRECEDENCE.

28. WHERE PLUMBING OCCURS IN STUD WALL WITH HORIZONTAL OR VERTICAL PIPING, STUDS SHALL BE CONSTRUCTED DEEP ENOUGH TO ACCOMMODATE PIPING. SAME FOR ALL ELECTRICAL PANELS.

29. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS (U.N.O.) AND QUALIFIED CRAFT PERSONS TO COMPLETE THE WORK.

30. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT AND MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATIONS. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE PROJECT AND ARE TO BE INCLUDED AS A PART OF A BID.

31. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING CONDITIONS PRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK. DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING.

32. THE GENERAL CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS AND WORK OF OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE G.C., YET ARE REQUIRED TO PROVIDE A COMPLETED PROJECT. AREAS OF WORK REQUIRING COORDINATION INCLUDE BUT ARE NOT LIMITED TO THOSE INDICATED AS N.I.C. ON THE CONSTRUCTION DOCUMENTS.

33. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COORDINATION OF WORK.34. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND

SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES. BRING ALL CONTRADICTIONS TO THE ATTENTION OF THE ARCHITECT.

35. THE CONSTRUCTION DOCUMENTS CONSIST OF THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS INCLUSIVELY. SOME ITEMS MAY BE SHOWN ONLY ON THE DRAWINGS, OR INDICATED ONLY IN THE SPECIFICATIONS. FOR EXAMPLE, THE SPECIFICATIONS MAY SAY TO PAINT ALL EXPOSED STRUCTURAL STEEL, BUT THIS MAY NOT BE CALLED OUT ON ALL OF THE DRAWINGS.

36. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES. CONTRACTOR SHALL INSURE FULL COMPLIANCE WITH FLAME SPREAD REQUIREMENTS.

37. CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS AND LEAVE PREMISES AND SITE CLEAN.

38. THE CONTRACTOR SHALL PROVIDE ALL CEILING AND/OR WALL ACCESS PANELS/DOORS AS REQUIRED BY THE AIR CONDITIONING, PLUMBING & ELECTRICAL SYSTEMS, PROVIDE APPROVED ASSEMBLIES W/ SELF-CLOSING DEVICES IN RATED CONSTRUCTION. (PAINT TO MATCH ADJACENT WALL COLOR)

39. ALL PENETRATIONS OF FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES.

40. ELECTRICAL OUTLETS AND LIGHTING ARE ONLY SHOWN SPORATICALLY ON ARCHITECTURAL "A" SHEETS WHERE PLACEMENT OF SUCH IS CRITICAL TO PARTICULAR AESTHSTICS. ELECTRICAL INDICATIONS ON "A" SHEETS ARE NOT MEANT TO BE COMPLETE OR EXAUSTIVE. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL AND DATA FEATURES.

DRAWING SET NOTE: THESE DRAWINGS ARE TO BE UTILIZED AS A COMPLETE SET FOR BIDDING AND CONSTRUCTION. INDIVIDUAL SECTIONS OF DRAWINGS SHOULD NOT BE SEPARATED FROM THE ENTIRE SET. IMPORTANT NOTES FOR ONE AREA OF WORK MAY BE INCLUDED IN OTHER AREAS IN THE DRAWINGS. ALL CONTRACTORS AND SUPPLIERS MUST REVIEW ENTIRE DRAWING SET AND SPECIFICATIONS.

GENERAL NOTES:

@ atA.B. anchor boltAC asphaltic concreteA/C air conditioningACC PNL access panelACOUST acousticalACT acoustical ceiling tileAD area drainADJ adjacentA.F.F. above finished floorA.I.B. air infiltration barrierALT alternateALUM aluminumANOD anodizedAPPROX approximateAPPRD approvedARCH architectAUTO automaticBBD bulletin boardBD boardBITUM bituminuousBL building lineBLDG buildingBLK blockBLKG blockingBLDG buildingBLKG blockingBM beam/bench markBO by ownerB.O. bottom ofBOT bottomBRK brickBRG bearingB/S building standardBSBD baseboardBTW betweenBTM/BOTT bottomBTWN betweenB.O.W. bottom of wallBU built upCAB cabinetCAP capacityCB catch basinCBD chalk boardCB-ICF cement based insulated concrete formCD ceiling diffuserC.F. cement fiber (siding and trim)/cubic feetCL centerlineC.B. catch basinC.C. center to centerCDX exterior grade plywoodC.T. ceramic tileCG ceiling grill/corner guardCH channelCI cast iron/cubic incheseCJ control jointCLG ceilingC.L.L. contract limit lineCL center lineCLO closetCLR clearCMU concrete masonry unitCMNT cementCMT ceramic mosaic tileCO clean outCOL/COLS column/columnsCONC concreteCOND conditionCONF conferenceCONN connectionCONST constructionCTRD centeredCONT continuousCONTR contractorCORR corridorCPT carpetCR ceiling registerCT ceramic tileCTR counterCUH cabinet unit heaterCW cold waterCY cubic yardDBL doubleDEPT departmentDF drinking fountainDIA diameterDIAG diagonalDIM dimensionDISP dispenserDL dead loadDN downDP demountable partitionDR doorDWR drawerDS downspoutDTL/DET detailDWG drawingE eastEA eachEIFS exterior insulation finish systemE.J. expansion jointEL/ELEV elevation - height/elevatorELEC electricalENCL enclosureEO electrical outletEP electrical panelEQ equalEQUIP equipmentEWC electrical water coolerEWH electrical water heater(E)/EXIST existingEWC electrical water coolerEWH electrical water heaterEXH exhaustEXP expansionEXT exteriorEWA/EW exterior wall assemblyFA fire alarm/floor-ceiling assemblyFABR fabricateFAH fire alarm hornFAS fire alarm stationFBR face brickFD floor drainFDN/FDTN foundationFFHB frost free hose bibFG finish gradeFH fire hydrantFIN. FLOOR top of floor sheathingFIN finishFIO furnished and installed by ownerFIX/FXTR fixtureF.O. face ofFDN foundationFEC fire extinguisher cabinetFF finished floorFLR/FL floorFLUOR fluorescentFND feminine napkin dispenser/disposalFOC face of concreteFOIC furnished by owner and installed byFOS face of studFOW face of wallFT foot or feetFTG footingFTIC furnished by tenant & installed by

contractorFE fire extinguisherGA gaugeGB grab barGAF brand name roofing productGALV galvanized G.C. general contractorGEN generalGI galvanized ironGL glassGLU LAM or G.L.B. glue laminated beamGRD grade/gridGS galvanized steelGWB gypsum wall boardGYP gypsumHB hose bibHC hollow core/handicappedHD BD Hard boardHDR headerHOR horizontalHP high pointHR hourHT heightHTG heatingHVAC heating, ventilation, air conditioningHW hot water

IN inchINCL includedINFO informationINSUL insulationINT interiorIWA/IW interior wall assemblyJAN janitorJST joistJT jointLAV lavatoryLF lineal footLTG lightingLVR louverM men'sMNFR/MANUF. manufacturerMAT materialMAX maximumMECH mechanicalMC medicine closetMDF medium density fiber boardMEMB membraneMEZZ mezzanineMH man holeMIN minimumMIRR mirrorMISC miscellaneousMO masonry openingMTL metalMULL mullionN northNA not applicableNAT naturalNIC not in contractNO numberNTS not to scaleOA over allO.C. on centerOD outside diameterOH overhead/opposite handOPNG openingOPP oppositePART.BD. particle boardPART’N/PART partitionPC precast concretePL platePLAM plastic laminatePLAST plasticPLWD plywoodPND paper napkin dispenserPNL panelPR pairPSL parallel strand lumberPT pointPTD paper towel dispenserPTD/R paper towel dispenser/receptaclePVMT pavementP.V.C. polyvinylchlorideQTY quantityR/RAD radiusR riserRA roof/ceiling assemblyRB rubber baseRD roof drainRDWD redwoodRE regardingREC recessedREF referenceREFR refrigeratorREINF reinforcingREQD/REQ requiredRES resilientRM roomRO rough openingRV roof ventR&S rod and shelfS southSACT suspended acoustical ceiling tileSAT suspended acoustical tile ceilingSC solid coreSCD seat cover dispenserSCHED scheduleSD soap dispenserSECT sectionSF square feetS.G. supply grillSGL safety glassSHLVS shelvesSHLVNG shelvingSHT sheetSHTG sheathingSHWR showerSIM similarSIM. similarS.I.P. structural insulated panelSLNT sealantSM surface mountedSOG slab on gradeS.STL./SS stainless steelS&P shelf and poleSPEC specificationsSS service sinkSTD standardSTL steelSTOR storageSTRUCT/STRUC structuralSUBFLR subfloorSUSP suspendedS&V stain and varnishSV sheet vinylSY square yardT tread/thermostatTB towel barTEL telephoneTEMP temperatureT&G tongue and grooveT.ALUM. tubular aluminumT.B. test boreTHK thickTHRU throughT.J.I./TJI Truss Joist IncorporatedT.O. top ofT.O.B. top of beamTOC top of concreteT.O.P. top of plateT.O. FTG top of footingT.O.S. top of steelT.O. SL. top of slabT.O.W. top of wallTP toilet paper holderTPD toilet paper dispenserTPG toppingTR/TRD treadT.S. tubular steelTV televisionTYP typicalUBC uniform building codeUG undergroundUH unit heaterUNO unless noted otherwiseUR urinalUV unit ventilatorVAC vacuum outletVAR variesVB vapor barrierVCT vinyl composition tileVEN veneerVERT verticalVEST vestibuleVG vertical grainVIN vinylVP veneer plasticVT vinyl tileVWC vinyl wall coveringW west/women/widthW/ withW/O with outWB wood baseWC water closetWD woodW/D washer/dryerWGW windowWGL wire glassWH water heaterWM wire meshWNDW/WDW windowWP waterproofWR water resistantWS weatherstripWSCT wainscotWT weightWWF welded wire fabricWWM welded wire meshX byYH yard hydrantYD yard

ABBREVIATIONS:

1. THE GENERAL CONDITIONS TO THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS: DOCUMENT A-201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS HEREINAFTER REFERRED TO AS THE "GENERAL CONDITIONS" RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THE CONTRACT AS THOUGH FULLY CONTAINED IN THESE SPECIFICATIONS.

2. CONTRACT DOCUMENTS INCLUDE THE ARCHITECT'S DRAWINGS, SPECIFICATIONS, GENERAL CONDITIONS, AGREEMENT (BUILDING CONTRACT) AND ALL ADDENDA. THEY ARE TO INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY FOR THE PROPER EXECUTION OF THE WORK EXCEPT AS MAY BE SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR FOR WHICH SEPARATE PRICES MAY BE ASKED IN THE BID PROPOSAL.

3. REGULATIONS, TAXES AND PERMITS: THE WHOLE OF THE WORK IS TO BE EXECUTED IN STRICT ACCORDANCE WITH THE REGULATIONS AND CODES OF THE GOVERNMENTAL AGENCIES WHOSE JURISDICTION IS APPLICABLE.

GENERAL CONDITIONS: REFERENCE SYMBOLS:

SCALE

SECTIONS / WALL SECTIONS

DETAIL CALLOUT

INTERIOR ELEVATIONS

ROOM NAME, NUMBER, AND AREA

GRID LINES:NUMBERS LEFT TO RIGHTLETTERS TOP TO BOTTOM

ELEVATION TAG,TYP. MAIN FLOOR = 100' - 0"

DRAWING TITLE

FIRE EXTINGUISHER, SEE CODE PLANS

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

SHEET NUMBER

DRAWING NUMBER

FE

FE

WITH CABINET

WALL-HUNG, NO CABINET

A1-01

13

13

13

13

View Name1/8" = 1'-0"23

1

A101 SIM

A101

1

SIM

Room name

150 SF101

##

##

NameElevation1

A101 SIM

Room name

101150 SF

SUMMARY CODE REVIEW SEE CODE PLAN, THIS SHEET

OCCUPANCY CLASSIFICATION: BUSINESS GROUP BEDUCATIONAL OCCUPANCIES FOR STUDENTS ABOVE 12TH GRADE

TYPE OF CONSTRUCTION: 3B

SPRINKLER SYSTEM: NONE EXISTING NONE PROPOSED

PROPOSED SIZE:716 SQ FT

OCCUPANT LOADS:BUILDING SPACES:THIS PROJECT IS NOT CHANGING BUILDING AREA OR OCCUPANCY TYPE. THEREFORE IS NOT INCREASING OCCUPANT LOAD

BUILDING SUMMARY

THIS PROJECT SHALL COMPLY WITH THE LATEST EDITION OF CODES ADOPTED BY THE STATE OF MONTANA AND THE CITY OF BOZEMAN:

2012 International Building Code (IBC)2012 International Mechanical Code (IMC)2012 International Fuel Gas Code (IFGC)2012 Uniform Plumbing Code (IAMPO)2014 National Electrical Code (NEC)2012 International Fire Code (IFC)2012 International Energy Conservation Code (IECC)

APPLICABLE BUILDING CODES

Project Description:CLASSROOM REMODEL AT THE MONTANA STATE UNIVERISTY

EXITING, MAIN FLOOR:MEETS DEFINITON OF IEBC LEVEL 2 ALTERATION (SECTION 805 MEANS OF EGRESS, SECTION 805.1 SCOPE)

EXIT ACCESS ARRANGEMENTREQUIREMENTS FOR LEVEL 2 ALTERATION DOES NOT APPLY AS 3RD FLOOR OF BUILDING IS OCCUPIED BY SINGLE TENANT.

TRAVEL DISTANCESECTION 805.4.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE: IN ANY WORK AREA, ALL ROOMS AND SPACES HAVING AN OCCUPANT LOAD GREATER THAN 50 OR IN WHICH THE TRAVEL DISTANCE TO AN EXIT EXCEEDS 75 FEET SHALL HAVE A MINIMUM OF TWO EGRESS DOORWAYS- DOES NOT APPLY.

MEANS OF EGRESSSECTION 704.1 MEANS OF EGRESS GENERAL: ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS.THE EXISTING MEANS OF EGRESS IS MAINTAINING RELATIVE LOCATION WITHIN ROOM (IE. MEANS OF EGRESS IN SOUTHWEST CORNER OF ROOM).

EXIT SIGNSTHIS PROJECT IS NOT CHANGING EXISTING EXIT SIGNS.

=716

CLASSROOM 1-130

A315

48

E.A.T.D. = 40' < 200' (OKAY)

C.P.E.T. = 49' < 100' (OKAY)

38'

CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =

REQUIRED WIDTH:5"

5"

34"

24

24 0.2

32"

24

24

OCCUPANCY: 48one exit required

6

A100

CODE COMPLIANCE LEGEND

ROOM AREA (SF)

OCCUPANT LOAD500100

ACCUMULATIVE OCCUPANT LOAD

FLOOR AREA PER OCCUPANT

SUM OF OCCUPANTS AT THIS LOCATION ALONG MEANS OF EGRESS

COMMON PATH OF EGRESS TRAVEL

=B 5

OCCUPANCY CLASSIFICATION

EGRESS WIDTH PER OCCUPANT

EXIT ACCESS TRAVEL DISTANCE

PANIC EXIT DEVICE REQUIRED

MAX. DIAGONAL DIMENSION OF AREA

DOOR SEPARATION DISTANCE PROVIDED

ROOM OCCUPANCIES, AREAS & OCCUPANT LOADS

EXIT WIDTHS

EXITS & EXIT ACCESS

DOOR SEPARATIONS

ROOM NAME

12

CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =

REQUIRED WIDTH:

*60"

60"

0"

300

300 0.2

0"

A. PRELIMINARY CODE ANALYSIS BASED ON 2012 IBC

B. BUILDING AREAS INDICATED ARE FOR CODE ANALYSIS ONLY -REFER TO FLOOR PLANS FOR CONSTRUCTION DIMENSIONS.

C. PLUMBING FIXTURE OCCUPANT LOAD CALCULATED PER 2016 IBC(SHAFTS, CORRIDORS & STAIRS OMITTED AND MAY DIFFER FROM EXITING LOAD.

GENERAL CODE COMPLIANCE NOTES

1HR RATED ASSEMBLIES

INDICATES SIGN TYPE AND LOCATION.

FE INDICATES FIRE EXTINGUISHER LOCATION (5 ON MAIN LEVEL, 1 IN MEZZANINE)-3 UNITS TO BE IN RECESSED CABINETS-3 UNITS (SERVICE AND MEZZANINE) TO BE IN SURFACE CABINETS

SIGNAGE NOTES:1. SEE SPECIFICATIONS FOR MORE SPECIFIC SIGNAGE DETAILS,

DIMENSIONS, FONT, COLORS, MATERIALS, ETC.2. SIGNAGE INDICATED ON CODE PLAN SHALL COMPLY WITH ICC

A117.1.

A

EXIT SIGN. ARROW INDICATES DIRECTION OF TRAVEL, SHADED ARE INDICATES ILLUMINATED FACE. STEM INDICATES WALL MOUNTED. CEILING MOUNTED OTHERWISE.



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PPA#18-21901/4" = 1'-0"WILSON 1-128 CODE PLAN3

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HAZARDOUS MATERIAL NOTE: EXISTING WALL TAPING COMPOUNDTESTED POSITIVE FOR ASBESTOS. EXISTING WALL TAPING IS NOT TO BE DISTURBED OTHER THAN RUNNING SCREWS TO ATTACHED NEW GYPSUM SURFACE ONCE EXISTING IS COVERED.SEE FULL ASBESTOS REPORT PRIOR TO STARTING DEMOLITION

A. REMOVE AND DISPOSE OF ALL FURNITURE (INCLUDING LECTERN). REMOVE AND DISPOSE OF WALL-MOUNTED PENCIL SHARPENER & CLOCK.

B. COORD W/ABATEMENT CONTRACTOR FOR REMOVAL OF WHITEBOARDS. C. REMOVE PROJECTOR AND SCREEN - GIVE TO MSU AV.D. PATCH AND PREP ALL WALLS FOR PAINT UNLESS OTHERWISE INDICATED.E. VERIFY ALL CONDITIONS AND COORDINATE WITH ALL DISCIPLINES OF CONTRACT.

UNDOCUMENTED FIELD CHANGES MAY HAVE OCCURRED AND ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT WHEN DISCOVERED.

F. WHERE DEMOLITION IS INDICATED, WALLS SHALL BE REMOVED AND CEILING SHALL BE PATCHED, REPAIRED AND PAINTED TO MATCH EXISTING.

G. UNLESS DEMOLITION IS INDICATED, PATCH AND PROTECT EXISTING CEILING.H. COORDINATE ALL MECHANICAL, ELECTRICAL, FIRE SYSTEMS, COMMUNICATIONS AND UTILITY

SHUT-DOWNS WITH OWNER PRIOR TO REMOVING AND OR RELOCATING, PER MSU REQUIREMENTS.

I. ALL DEMOLITION DRAWINGS ARE INTENDED TO SHOW GENERAL SCOPE OF WORK WITHIN THE INTENT OF THE PROJECT AND ARE NOT INTENDED TO EXCLUDE ANY DEMOLITION WORK NECESSARY FOR PRIOR COMPLETION OF THE WORK OUTLINED IN THE PROJECT DOCUMENTS. CONTRACTOR SHOULD ASSUME ADDITIONAL MINOR DEMOLITION ITEMS NOT SHOWN ON PLANS, NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH MINOR ELEMENTS.

J. THESE DRAWINGS INDICATE STRUCTURAL AND NON-STRUCTURAL DEMOLITION THAT IS TO OCCUR TO MAKE WAY FOR NEW CONSTRUCTION. ADDITIONAL STRUCTURAL DEMOLITION WORK, CONSTRUCTION OR SHORING REQUIRING COORDINATION WITH NEW STRUCTURAL INS INDICATED ON THE STRUCTURAL DRAWINGS.

K. SEE MECH. AND ELEC. DEMOLITION PLANS FOR SPECIFIC DEMO OF MECHANICAL AND ELECTRICAL SYSTEMS.

L. SEE HAZARDOUS MATERIALS ABATEMENT REPORT FOR ADDITIONAL INFORMATION AND COORDINATION.

M. KEEP AND PROTECT EXISTING STUDENT FURNITURE. REMOVE AND DISPOSE OF ANY TABLES AND LECTERN.

GENERAL DEMOLITION NOTES:

3.

6

A100

CEILING GRID DEMO NOTE:EXISTING CEILING GRID EXTENDS OVER THE TOP OF THE WALL TO ADJACENT SPACES. DEMO TO INCLUDE CUTTING THE EXISTING GRID OVER THE ALL AND REMOVING. GRID TO BE CUT TO ALLOW REMAINING GRID TO BEAR ON THE EXISTING WALLS.

A full building asbestos inspection has been completed for Wilson Hall. For a copy or review of the inspection please contact the owner.The Drywall Mud has been identified to contain a regulated quantity of asbestos. Care should be taken to not disturb this material. If, impact of this material is necessary, prior to impact, contact the owner for review of scope of work. General Contractor is responsible for all regulatory compliance.

HAZARDOUS MATERIAL NOTICE



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DEMOLITION PLANS -WIL 1-130

A00201/23/2019

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PPA#18-2190

1/4" = 1'-0"WILSON 1-130 DEMO PLAN1

DEMOLITION NOTES1. REMOVE CARPET, PREP (E) CONC RISERS FOR NEW FLOOR AND/OR FINISH FLOOR, SEE STRUCTURAL

2. PREP WALLS FOR GWB COVERING

3. REMOVE (E) ACOUSTIC CEILING IN ITS ENTIRETY

4. PREP SURFACE FOR NEW FLOOR, SEE STRUCTURAL

5. REMOVE DOOR. PREP OPENING FOR WINDOW.

1/4" = 1'-0"WILSON 1-130 DEMO RCP2

1" = 1'-0"EXISTING PHOTOS - WILSON 1-1303

A2006

3

4

5

8

A100

716 SF

CLASSROOM

1-130

A100

10

A100

7

WALL TYP: COVER EXISTING GYP. BD WITH 1/2" GYPSUM AND PAINT

6

A100

9

A100Sim

LECTERN N.I.C. FOR REFERENCE ONLY

IN CARPET WIREWAY,SEE ELECTRICAL




PROVIDE GYP. BD "J" METALEDGE AROUND DOOR FRAME

INSTALL NEW WINDOWWITHIN DOOR FRAME

8

A100

6

A100

ACT-19'-0"

CEILING RECESSED PROJECTION SCREEN

VERIFY PROJECTOR MOUNTING HEIGHT/LOCATION FOR SCREEN ALIGNMENT AND MODEL TYPE. PROVIDE POWER AND AV CONNECTION RUNS TYP.

AS REASONABLY POSSIBLEINSTALL SCREEN CASE AS CLOSE TO WALL

15' 5

"CE

NTER

OF

SCRE

EN

1/2" TYPE X GWB

3 5/8" MTL STD FRAIMING

ALIGN FACE OF (E) WALL WITH FRAMING

(E) WALL

(E) WALL

1/2" TYPE X GWB

CAULK JOINT

1/2" GWB

3 5/8" MTL STD FRAMING

5/8" TYPE X GWB PAINTED

ACOUSTIC CEILING

DRYWALL J MOLDING

5/8" TYPE X GWB PAINTED

FINISH FLOOR & BASE, SEE FINISH PLAN

FLOOR, SEE STRUCTURAL

3 5/8" MTL STD FRAMING TO B.O. DECK ABOVE

3 5/8" MTL STD FRAMING

COORD TO MATCH OTHER CLG/WALL CONDITIONS

ACOUSTIC BATT INSULATION

1/2" SOLID SURFACE MATERIAL

EXISTING WALL

CONTIN. SEALANT JT., COLOR MATCH TO SOLID SURF. MTL.

10"

1/2"

ADHESIVE

CONTIN. SEALANT JT., COLOR MATCH TO SOLID SURF. MTL.

SQUARE EDGE

1/2" GWB PAINTED

9'-0

"

A100

1

NEW T.O. SLAB TO MATCH (E) T.O. SLAB

A100

5

Sim

A400

1

Sim

ACOUSTIC BATT INSULATION, SEE SPEC

(SEE STRUCTURAL FOR GEOFOAM & FLOOR DETAILS)

(E) WALL

1/2" TYPE X GWB

COVER WALL W/10 MIL POLY BELOW FLOOR LINE

NEW CONC SLAB

FINISH FLOOR

(E) STAIRS

A100

2

A100

3

NEW FLOOR, SEE STRUCTURAL

(E) EXTERIOR FINISH

BACKER ROD & SEALANT

(E) WALL

1/2" TYPE X GWB

WINDOW UNIT

J TRIM

(E) FRAME

SEALANT

SHIM

WINDOW UNIT

CAULK JOINT(E) THRESHOLD

FINISH FLOOR

(E) CONC FLOOR

CAULK JOINT

SHIM

EXTRUDED ALUM STARTER SILL



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MOSAICMOSAIC

PLANS, SECTIONS &DETAILS - WIL 1-130

A10001/23/2019

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PPA#18-2190

1/4" = 1'-0"PLAN - WILSON 1-13011

1/4" = 1'-0"WILSON 1-130 RCP12 3" = 1'-0" REF: 11/ A100

WALL DETAIL @ (E) COLUMN WRAP10 3" = 1'-0" REF: 11/ A100

WALL DETAIL @ (E) EAST WALL7

3" = 1'-0" REF: 11/ A100

WALL DETAIL @ FURRED WALL9

1" = 1'-0" REF: 8/ A100

CHAIR RAIL DETAIL51/4" = 1'-0" REF: 11/ A100

SECTION 028

3" = 1'-0" REF: 8/ A100

NEW FLOOR @ (E) WALL SECTION DETAIL1

1" = 1'-0" REF: 3/ A001

WINDOW SECTION6

3" = 1'-0" REF: 6/ A100

WINDOW HEADER & JAMB2

3" = 1'-0" REF: 6/ A100

WINDOW SILL3

ROOM FINISH LEGENDFLOOR FINISHES:

BASE FINISHES:

PAINTED GWB: PAINT COLOR OVER GYPSUM BOARD - TYP. U.N.O.. COLOR AS INDICATED.

PAINT COLOR SELECTIONS:P1- OFF WHITE. SHERWIN WILLIAMS "CREAMY" SW-7012. LRV 83P2- ACCENT COLOR: TEAL. SHERWIN WILLIAMS "GREAT FALLS" SW-6495. LRV 15

WALL FINISHES:

FLOOR FINISH NOTES:1. IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH

ARCHITECT.2. PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.3. TEST ALL SUBSTRATES TO VERIFY COMPLIANCE WITH FINISH MANUFACTURE'S

SPECIFICATIONS PRIOR TO FLOORING INSTALLATION.4. PATCH, REPAIR, AND/OR GRIND ALL SUBSTRATES TO ACCEPTABLE LEVEL OF

SMOOTHNESS/LEVELNESS PRIOR TO FLOORING INSTALLATION.5. FLOORING CHANGES FROM ROOM TO ROOM TO OCCUR DIRECTLY UNDER THE DOOR

LOCATION.6. SAMPLES FOR ALL FINISHES MUST BE SUBMITTED TO AND APPROVED BY ARCHITECT

PRIOR TO ORDERING.

SEE ROOM FINISH SCHEDULE FOR LISTING OF MATERIALS .

WALL FINISH NOTES:1. SEE INTERIOR ELEVATIONS FOR INTERIOR WINDOWS, SPECIAL WALL FINISHES, TRIM, ETC.2. IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH ARCHITECT.3. PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.4. PROVIDE CLEAN, CONSISTENT CAULK JOINTS AT ABUTMENTS OF DISSIMILAR MATERIALS.5. PROVIDE METAL EDGING AT ALL GYPSUM BOARD EDGES THAT ABUT DISSIMILAR

MATERIALS.

CORNER TRIMS:

CORNER TRIM, 26 GA. PREFIN. METAL CORNER TRIM WITH 2" WINGS, LENGTH AS INDICATED ON PLANS OR ELEVATIONS.

C.T.

CEILING FINISHES:

CHAIR RAIL: CORIAN SOLID SURFACE - TYP. U.N.O. COLOR AS INDICATED.

CORIAN COLOR SELECTIONS:CR2 - DEEP CLOUD

CHAIR RAIL NOTES:1. FIELD LAYOUT ALL CHAIR RAIL LENGTHS2. CHAIR RAIL TO WRAP COLUMNS AS SHOWN IN INTERIOR ELEVATIONS.RUBBER BASE: BLACK BROWN COLOR, 3.2 MM THICK, 4" HIGH

TRANSITION STRIP: SOLID VINYL FLUSH STRIP; BLACK COLOR.

CARPET TILE- CT1: 50CM X 50CM CARPET TILE. INSTALLATION METHOD: NON DIRECTIONAL

CARPET: INTERFACE "EXPOSED"STYLE: 1383202500 - COLOR: 106058 PRINCIPAL

ACT1 ACOUSTIC CEILING TILE: 24" X 24" ACOUSTIC CEILING TILES -WHITE, SEE SPECS

GRID TYPE: PRELUDE XL 15/16" GRID - WHITEEDGE MOLDING: SQUAREA2006

3

4

5

716 SF

CLASSROOM

1-130

CT1

P2

P1

P2

P1

1. ALL PAINTING, WALLCOVERING AND GYPSUM WALLBOARD FINISHING PER "ARCHITECTURAL SPECIFICATION MANUAL" PAINTING AND DECORATING CONTRACTORS OF AMERICA.

2. PROVIDE SAMPLES OF SPECIFIED FINISHES TO ARCHITECT FOR APPROVAL PRIOR TO APPLICATION3. PROVIDE TO OWNER APPROXIMATELY 5% OF ADDITIONAL FINISH MATERIAL FOR FUTURE REPAIR

AND MAINTENANCE. (IE. - PAINT, VINYL FLOORING, RUBBER BASE, ETC.)

GENERAL FINISH NOTES:

1. IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH ARCHITECT.2. PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.3. PROVIDE EXTRUDED ALUMINUM EDGE METAL AT TERMINATION OF ALL CERAMIC TILE AREAS.4. TEST ALL SUBSTRATES TO VERIFY COMPLIANCE WITH FINISH MANUFACTURE'S SPECIFICATIONS

PRIOR TO FLOORING INSTALLATION.5. PATCH, REPAIR, AND/OR GRIND ALL SUBSTRATES TO ACCEPTABLE LEVEL OF

SMOOTHNESS/LEVELNESS PRIOR TO FLOORING INSTALLATION.6. FLOORING CHANGES FROM ROOM TO ROOM TO OCCUR DIRECTLY UNDER THE DOOR LOCATION.7. SAMPLES FOR ALL FINISHES MUST BE SUBMITTED TO AND APPROVED BY ARCHITECT PRIOR TO

ORDERING.

FLOOR FINISH NOTES:

1. IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH ARCHITECT.2. PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.3. PROVIDE CLEAN, CONSISTENT CAULK JOINTS AT ABUTMENTS OF DISSIMILAR MATERIALS.4. PROVIDE METAL EDGING AT ALL GYPSUM BOARD EDGES THAT ABUT DISSIMILAR MATERIALS.5. PROVIDE EXTRUDED ALUMINUM EDGE METAL AT ALL EXPOSED TILE EDGES.

WALL FINISH NOTES:

1. IF FINISHES ARE NOT CLEARLY INDICATED FOR AN AREA, CLARIFY INTENT WITH ARCHITECT.2. PROVIDE APPROPRIATE TRANSITION TRIM AT ALL MATERIAL CHANGES.3. PROVIDE CLEAN, CONSISTENT CAULK JOINTS AT ABUTMENTS OF DISSIMILAR MATERIALS.4. PROVIDE DIAGONAL AND VERTICAL SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS IN

COMPLIANCE WITH CURRENT BUILDING CODES.5. PROVIDE 2 INCH EDGE METAL AT ALL LAY-IN SUSPENDED CEILING SYSTEMS OR OTHER CODE

APPROVED SEISMIC RETENTION SYSTEM.6. WHERE PAINTED, EXPOSED CEILING IS INDICATED, ALL COMPONENTS TO BE PAINTED UNLESS

SPECIFICALLY NOTED OTHERWISE. THIS INCLUDES PAINTING DECK, STRUCTURAL FRAMING, BRACING, MECHANICAL EQUIPMENT, SPRINKLER PIPING, NON-GALVANIZED ELECTRICAL CONDUIT, NON-GALVANIZED PIPING.

CEILING FINISH NOTES:

WB2

7'-0

"

3'-0"NEW WINDOW TO FIT IN (E) DOOR FRAME. PAINT (E) DOOR FRAME TO MATCH NEW WINDOW FRAME. FIELD VERIFY DIMENSIONS

FIXED WINDOW

CR2

3'-0

"

STOP CHAIR RAIL AS REQD FOR VERTICAL RACEWAY

VERTICAL RACWAY, SEE ELECTRICAL

P1

SURFACE MOUNTED CONDUIT. COORD FINAL LOCATION WITH ARCH

2'-2

"

1'-4

"

WB2 WB2

3'-0

"

CR2 CR2

P2


1'-4

"

B.O. CEILINGPOWERED OVER ETHERNET CLOCK WITH MOUNTING BLOCK

NETWORK JACK, ABOVE CEILINGSURFACE MOUNTED CONDUIT

EQEQ

CONTINUE BASE

3'-0

"

WB2

P1

P1

PAINT (E) FRAME


CR2 CR2

1'-4

"

PROJECTION SCREEN INSTALL:FINAL LOCATION TO BE FIELD VERIFIED.SCREEN TO BE RECESSED MTD. AND HUNG FROM STRUCTUR ABOVE

PROJECTION SCREEN INSTALL:VERIFY CLEARANCE OF SCREEN BASE AND MARKERBOARD

WB2WB2

CR2

P2

3'-0

"

1" TACK STRIP

10'-0"

4'-0

"

WB2

MARKER TRAY

NOTE: MOUNTING HEIGHT - BOTTOM OF WHITEBOARD IS TO BE 3' AFF

WHITE BOARD TYPESSEE PLAN AND ELEVATIONS FOR LOCATIONS. COORDINATE FINAL WHITEBOARD LOCATIONS WITH ARCHITECT BEFORE INSTALL.



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INTERIORELEVATIONS & FINISH

PLAN - WIL 1-130

A20001/23/2019

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PPA#18-2190

ROOM FINISH SCHEDULENO. NAME AREA FLOOR FINISH BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING FINISH COMMENTS

1-130 CLASSROOM 716 SF CT1 B1 P1 P2 P1 P2 ACT1 SEE PLANS/ELEVATIONS FOR ADDITIONAL INFORMATION

1/4" = 1'-0"PLAN - FINISH PLAN WILSON 1-1301

1/4" = 1'-0" REF: 11/ A100

WILSON 1-130 NORTH3 1/4" = 1'-0" REF: 11/ A100

WILSON 1-130 EAST4 1/4" = 1'-0" REF: 11/ A100

WILSON 1-130 SOUTH51/4" = 1'-0" REF: 11/ A100

WILSON 1-130 WEST6

6 3/

8"

7 3/4"

FINISHED CEILING

3/8" THREADED ROD ATTACHED FROM MOUNTING BRACKET TO STRUCTURE ABOVE, PROVIDE RODS AS RECOMMENDED BY MNFR.

RECESSED SCREEN CASING. MOUNT PER MANUFACTURER'S RECOMMENDATION

HIDE EDGE OF CEILING TILE

SELF-TRIMMING FLANGE

8" MAX OR NOTE (1)

1/2"

8" MAX OR NOTE (1)

NOTE (2)

MAIN RUNNER OR CROSS "T"

MIN. 3 TIGHTTURNS IN 1 1/2"

WALL ANGLE- ATTACH AT EACH STUD W/ 1-1/4" LONG S-12 PANCAKE HEAD SCREW, PROVIDE BLKG WHERE CLG. DOESN'T TERMINATE ON A STUD

FREE ENDFIXED END

NOTE:1. 1/4 OF THE LENGTH OF THE END RUNNER, WHICHEVER IS LEAST

2. PROVIDE SPACER @ FREE END WHERE THE FIRST RUNNER IS 12" OR MORE FROM WALL.

ACOUSTICAL PANEL1/8" POP RIVETAT EACH MEMBER

ACOUSTIC BATT INSULATION ALONG ENTIRE CLG

MIN (3) TIGHT TURNS IN 1-1/2" (TYP)

MAIN RUNNER OR CROSS "T"

HANGER WIRE

ACOUSTICAL PANEL

TO FIRSTBRACING

8" M

AX

4'-0

" MAX

TO

FIRS

T BR

ACIN

G

8" MAX

2'-0

"2'

-0"

2'-0

"2'

-0"

2'-0

"2'

-0"

4'-0"4'-0"6'-0"MAX. 4'-0" 4'-0"

FIRST BRACING POINT FROM WALL

4 WAY-45° DIAGONAL W/ VERTICAL STRUT 12 GAWIRE BRACING @ 8'-0"x12'-0" (10 GA. IF CLG. ISSUPPORTING PARTITIONS)

CROSS T BAR

MAIN T BAR

WALL LINE

WALL LINE

12 GA. VERTICAL HANGERWIRES @ 4'-0" O.C. EACH WAY

2

A400Sim

3

A400Sim

A400

6

Sim

12'-0" O.C.

4'-0"

45° MAX.

6'-0"MAX

2"MAX

2"2"4'-0"

PROVIDE (2) SLACK WIRES TO EA. FIXTURE. PROVIDE POSITIVE CLIP FROM FIXTURE TO MAIN RUNNERS. FIXTURE WEIGHT NOT TO EXCEED 56 LBS.

LATERAL BRACING SYSTEM @ 12'-0" O.C. EA WAY. BEGIN BRACING WITHIN 6'-0" OF PERIMETER & 2" FROM CROSS MEMBER. BRACING SYSTEM INCLUDES COMPRESSION STRUT W/ (1) HANGER WIRE THRU CTR & (4) HANGER WIRES SPLAYED IN (4) DIRECTIONS @ 45° MAX. CROSS RUNNERS FIT BETWEEN MAIN

RUNNERS

MAIN RUNNERS W/ #12WIRES TO STRUCT @ 4'-0" O.C.

MAIN RUNNERS W/ #12WIRES TO STRUCT @ 4'-0" O.C.

3/4" SEISMIC JOINT @ PERIMETER WALLS

ADDITIONAL HANGERS ALL MEMBERS W/ IN 8" OF PERIMETER

COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB

TRAPEZE HANGER WIRES @ DUCTWORK & OTHER LG. OBSTRUCTIONS

BLDG STRUCT

PERIMETER CLOSURE ANGLE 2" MIN WIDTH

2"MAX

ROOF FRAMING ORBLOCKING AS REQUIRED

VERTICAL COMPRESSION STRUT DESIGNED FOR 200 LBS. COMPRESSION FORCE. ATTACH TOP & BOT. W/ ONE 1/4" Ø BOLT

CROSS TEES (FOR ACOUST TILES) OR 7/8"-26 GA FURRING HAT CHANNELS @ 2'-0" O.C. (FOR GYP. BRD.)

EYEBOLT SCREWED TO ROOF FRAMING OR BLOCKING ABOVE, TYP.

MAIN RUNNER TEES (FOR ACOUSTICAL TILES) OR 1-1/2" HOT ROLLED MAIN RUNNER CHANNELS @ 3'-0" O.C. (FOR GYP. BRD.)

#12 GA. VERTICAL HANGING WIRE 4'-0" O.C.

45° MIN.TYP. FOR 4

NOTE:

1. FOR LOCATION OF BRACING AND ADDITIONAL REQUIREMENTS, SEE DIAGRAM ACOUSTICAL CEILING DETAIL

SPLAY BRACING WIRE, SEE FOUR WAY BRACING TEE

ACOUSTICAL PANEL

LIGHT FIXTURE

FIXTURE PROTECTION -ACOUSTICAL MATERIAL. SEE NOTE

NOTE: MIN 5/8" THICK, CUT INTO PIECES TO FORM A FIVE SIDED ENCLOSURE, RECTANGULAR IN CROSS SECTION, APPROX 1/2" LONGER AND WIDER THAN THE FIXTURE WITH SUFFICIENT DEPTH TO PROVIDE AT LEAST 5/8" CLEARANCE BETWEEN FIXTURE AND ENCLOSURE. PIECES HELD TOGETHER BY 8D NAILS SPACED 12" O.C. MIN.



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CEILING DETAILS -WIL 1-130

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PPA#18-2190

3" = 1'-0" REF: 8/ A100

CEILING RECESSED SCREEN1

3" = 1'-0" REF: 4/ A400

ACOUSTIC CEILING DETAIL #12

3" = 1'-0" REF: 4/ A400

ACOUSTIC CEILING DETAIL #23

3" = 1'-0"DIAGRAM ACOUSTIC CEILING4

1 1/2" = 1'-0"SEISMIC CEILING ASSEMBLY5

3" = 1'-0" REF: 4/ A400

SUSPENDED CEILING BRACING6

3" = 1'-0"RATED ENCLOSURE @ LIGHT FIXTURE7

VIEWING ANGLE OF SCREEN



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FURNITURE PLANS -WIL 1-130

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PPA#18-2190

1/4" = 1'-0"FURNITURE PLAN - WILSON 1-130 opt 2 - west2 1/4" = 1'-0"

FURNITURE PLAN - WILSON 1-130 opt 2 - west ACTIVE LEARNING3

Furniture Schedule

Image Model Description Count Manufacturer Comments

ADA chair Chr Caper Multipurpose Molded Seat NoArms

1 Herman Miller, Inc. STUDENT FURNITURE N.I.C. FOR REFERENCE ONLY

Lectern 1 LECTERN N.I.C. FOR REFERENCE ONLYTable with castors 24X36 ADA/Instructor Furniture 1 KI, Inc. STUDENT FURNITURE N.I.C. FOR REFERENCE ONLYTablet chair_loose_KI-Learn2-IntellectWave Moveable chair with adjustable tablet arm 42 KI, Inc. STUDENT FURNITURE N.I.C. FOR REFERENCE ONLYWhiteboards 10' 6

XOS OS

P

R1

R2

R3

R4

LVD

M

M

M

SPD

LA

PFC

M

VFD

G

CB

PNL A208Y/120V

3ø, 4W

XX

X

J

TV

J

PS-X

X

D-1X

S P

S F

S T

H

SD

DSD

SS

CO

D

F

FF

SS

WA

ELECTRICAL ABBREVIATIONS LEGENDA, AMP AMPERESAC ALTERNATING CURRENTA/C AIR CONDITIONINGAF AMP FUSEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITAL ALUMINUMAS AMP SWITCHATS AUTOMATIC TRANSFER SWITCHBAS BUILDING AUTOMATION SYSTEMBKR BREAKERC RACEWAY/CONDUITCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISIONCKT CIRCUITCLG CEILINGC.O. RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRL CONTROLCU COPPERD EXISTING TO BE DEMOLISHEDDISC DISCONNECTDIST DISTRIBUTIONDPDT DOUBLE POLE DOUBLE THROWDWG DRAWINGEA EACHEF EXHAUST FANELEC ELECTRICEMT ELECTRICAL METALLIC TUBINGEQUIP EQUIPMENTEX, EXIST EXISTINGFA FIRE ALARMFAA FIRE ALARM ANNUNCIATORFACP FIRE ALARM CONTROL PANELFD FUSED DISCONNECTFLR FLOORFO FIBER OPTICFSD FIRE SMOKE DAMPER RELAY, CONTROLLED BY

ASSOCIATED SMOKE DETECTOR AND CIRCUITED BACK TO FACP

FVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSINGGEC GROUNDED ELECTRODE CONDUCTORGFCI GROUND FAULT CIRCUIT INTERRUPERGFI GROUND FAULT INTERRUPTERGFP GROUND FAULT PROTECTIONGND GROUNDGRC GALVANIZED RIGID CONDUITHID HIGH INTENSITY DISCHARGEHOA HAND-OFF-AUTOMATICHP HORSEPOWERHPS HIGH PRESSURE SODIUMHTR HEATERHVAC HEATING, VENTILATION & AIR CONDITIONINGHZ HERTZJ-BOX JUNCTION BOXKVA KILOVOLT-AMPERESKW KILOWATTSLCP LIGHTING CONTROL PANELLPW LUMENS PER WATTLTG LIGHTINGLV LOW VOLTAGEMAG MAGNETIC STARTER

MAN MANUALMAX MAXIMUMMCA MINIMUM CIRCUIT AMPACITYMCC MOTOR CONTROL CENTERMDP MAIN DISTRIBUTION PANELMECH MECHANICALMH METAL HALIDEMIN MINIMUMMSS MOTOR STARTER SWITCH WITH THERMAL OVERLOADSN NEUTRALNC NORMALLY CLOSEDNEC NATIONAL ELECTRIC CODENEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATIONNFD NON-FUSED DISCONNECTNIC NOT IN CONTRACTNO NORMALLY OPEN# NUMBEROAE OR APPROVED EQUALOC ON CENTEROCPD OVERCURRENT PROTECTIVE DEVICEOH OVERHEADP POLEPB PUSHBUTTONPH PHASEPNL PANELPOE POWER OVER ETHERNETPVC POLYVINYL CHLORIDE CONDUITPWR POWERR EXISTING TO REMAINRCPT RECEPTACLERECEPT RECEPTACLERGS RIGID GALVANIZED STEELRM ROOMRVNR REDUCED VOLTAGE NON-REVERSINGRVR REDUCED VOLTAGE REVERSINGSP SINGLE POLE TOGGLE SWITCHSPD SURGE PROTECTIVE DEVICE (TVSS)SPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSSPB START-STOP PUSHBUTTONSW SWITCHSWBD SWITCHBOARDSWGR SWITCHGEARTB TELEPHONE BOARDTC TIME CLOCKTD TIME DELAYTEL TELEPHONETSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARDTYP TYPICALUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEV VOLTVA VOLT-AMPERESVFD VARIABLE FREQUENCY DRIVEW WATTSWP WEATHERPROOFW/O WITHOUTXFMR TRANSFORMERY WYE-CONNECTEDΔ DELTA-CONNECTEDø PHASE

ELECTRICAL LIGHTING FIXTURE LEGENDRECESSED LED FIXTURE - "a" & "b" DESIGNATES SWITCH

EXIT SIGN - WALL MOUNT, CEILING MOUNT. ARROW INDICATES DIRECTION OF TRAVEL, SHADING INDICATES LIGHTED FACE.

RECESSED EMERGENCY LED FIXTURE - "a" & "b" DESIGNATES SWITCH

SURFACE LED FIXTURE - "a" & "b" DESIGNATES SWITCH

SURFACE EMERGENCY LED FIXTURE - "a" & "b" DESIGNATES SWITCH

SURFACE WALL MOUNT LED FIXTURE

LED STRIP OR INDUSTRIAL, SURFACE OR CHAIN HUNG

EMERGENCY LED STRIP OR INDUSTRIAL, SURFACE OR CHAIN HUNG

POLE MOUNTED FIXTURE

LIGHTED BOLLARD

PENDANT FIXTURE; HIGH BAY, LOW BAY, DECORATIVE

DUAL HEAD EMERGENCY EGRESS BATTERY PACK, WALL MOUNT OR CEILING MOUNT

WALL MOUNTED SCONCE

SURFACE DOWNLIGHT

SURFACE EMERGENCY DOWNLIGHT

RECESSED CAN DOWNLIGHT

RECESSED CAN EMERGENCY DOWNLIGHT

RECESSED CAN WALL WASHER

TRACK LIGHTING. SEE FIXTURE SCHEDULE AND LIGHTING PLANS.

ELECTRICAL LIGHTING CONTROL LEGEND

TOGGLE SWITCH (MOUNT AT +46", UNO)"X" INDICATES TYPE:

BLANK - SINGLE POLE3 - INDICATES THREE-WAY4 - INDICATES FOUR-WAYD - INDICATES DIMMER SWITCH

PHILIPS SUNRISE - ON/OFFK - INDICATES KEYED SWITCHT - INDICATES TIMERP - INDICATES PILOT LIGHTOS - INDICATES WALL SWITCH OCC SENSOR

WATTSTOPPER DW100 (SINGLE OR DUAL DW-200 SWITCH)

OSD - INDICATES WALL SWITCH OCC SENSOR WITH 0-10V DIMMING - WATTSTOPPER W-311

a - INDICATES SINGLE POLE LIGHTING SWITCH ZONE FOR ZONE a

b - INDICATES SINGLE POLE LIGHTING SIWTCH ZONE FOR ZONE b

ab - INDICATES LIGHTING SWITCHES WITH MULTIPLE ZONES

OCCUPANCY SENSOR - CEILING MOUNT, WALL MOUNTWATTSTOPPER LMDC-100, OR EQUAL

PHOTOCELL - CEILING MOUNTWATTSTOPPER LMLS-400, OR EQUAL

STANDARD LIGHTING CONTROLS:SWITCHES AND LINE VOLTAGE DIMMERS

DIGITAL LIGHTING CONTROLS:ROOM CONTROLLERS AND LOW VOLTAGE DEVICES

ON/OFF ROOM CONTROLLER WITH (1) RELAYWATTSTOPPER DLM LMRC-101, OR EQUAL

ON/OFF ROOM CONTROLLER WITH (2) RELAYSWATTSTOPPER DLM LMRC-102, OR EQUAL

ON/OFF/0-10V ROOM CONTROLLER WITH (2) RELAYSWATTSTOPPER DLM LMRC-212, OR EQUAL

ON/OFF/0-10V ROOM CONTROLLER WITH (3) RELAYSWATTSTOPPER DLM LMRC-213, OR EQUAL

LOW VOLTAGE DIMMING SWITCHWATTSTOPPER DLM LMDM-101, OR EQUAL

ELECTRICAL ONE-LINE LEGEND

MOTOR SYMBOL

CT AND CUSTOMER POWER METER

UTILITY ELECTRIC METER AND BASE (BASE BY CUSTOMER)

SURGE PROTECTION DEVICE

LIGHTNING ARRESTOR

STRESS RELIEF CONE

POWER FACTOR CORRECTION CAPACITOR

MOTOR STARTER SWITCH W/ THERMAL OVERLOADS

CONTACTOR NORMALLY OPEN, NORMALLY CLOSED

TRANSFORMER, 3-PH, 3-WIRE DELTA CONNECTION

TRANSFORMER, 3-PH, 4-WIRE GROUNDED WYE CONNECTION

AUTOMATIC TRANSFER SWITCH

VARIABLE FREQUENCY DRIVE

FIXED MOUNT LV BREAKER

FUSED SWITCH ("XXAS/XXAF" - SW AND FUSE AMP RATING)

GENERATOR

WALL MOUNTED BREAKER

THERMAL OVERLOAD ELEMENT

DISCONNECT SWITCH ("XXAS" = SWITCH AMP RATING)

FUSED DISCONNECT SWITCH ("XXAS/XXAF" = SW AND FUSE AMP RATING)

COMBINATION MOTOR STARTER (STR SIZE, TYP, AS, AF, SEE MEP COORDINATION SCHEDULE)

SWITCHBOARD OR PANELBOARD; NAME, VOLTAGE, PHASE, NUMBER OF WIRES WHEN INDICATED

ELECTRICAL POWER LEGEND

PANEL AND CIRCUIT DESIGNATION ARE SHOWN NEXT TO EACH DEVICE (PANEL NAME - CIRCUIT NUMBER). BRANCH CIRCUIT WIRE SIZE IS #1, UNO. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. PROVIDE A SEPARATE NEUTRAL FOR EACH CIRCUIT. HOME RUNS SHALL HAVE NO MORE THAN THREE CIRCUITS. LINE VOLTAGE AND LOW VOLTAGE WIRING IS NOT SHOWN ON PLANS. FOR EQUIPMENT CIRCUITING, SEE MEP COORDINATION SCHEDULE."X" INDICATES TYPE:

GFI - GROUND FAULT INTERRUPTERWP - WEATHERPROOF WHILE-IN-USE COVERU - PROVIDE WITH (2) USB PORTS

PANELBOARD OR LOAD CENTER

JUNCTION BOX

FLATSCREEN TV BOX: 2-GANG, FLUSH IN WALL, HUBBELL RACO NSAV62M, WITH NSAV6C COVER. DUPLEX RECEPTACLE & SINGLE GANG DATA PORT. MOUNT AT +72", UNO.

SIMPLEX RECEPTACLE - CEILING MOUNT, WALL MOUNT (+18", UNO)

DUPLEX RECEPTACLE - CEILING MOUNT, WALL MOUNT (+18", UNO)

QUADRUPLEX RECEPTACLE - CEILING MOUNT, WALL MOUNT (+18", UNO)

FLOOR BOX WITH QUADRUPLEX RECEPTACLE. INCLUDE ALL HARDWARE AND ACCESSORIES REQUIRED.

SPECIAL PURPOSE RECEPTACLE (MOUNT AT +18", UNO)"X" INDICATES TYPE:

A - NEMA 5-20R, #12 CU; B - NEMA 5-30R, #10 CU;C - NEMA 5-50R, #8 CU; D - NEMA 6-20R, #12 CU;E - NEMA 6-30R, #10 CU; F - NEMA 6-50R, #8 CU;G - NEMA 14-20R, #12 CU; H - NEMA 14-30R, #10 CU;I - NEMA 14-50R, #8 CU

DROP-DOWN RECEPTACLE

SURFACE MOUNTED PLUGSTRIP"X" INDICATES TYPE:

A - PLUGSTRIP, POWER ONLY, OUTLET EVERY 3' OCB - WIREMOLD SERIES 4000 POWER AND DATAC - WIREMOLD SERIES 5000 POWER AND DATA

SURFACE MOUNTED RACEWAY

RACEWAY CONCEALED IN WALL, FLOOR, OR CEILING IN FINISHED SPACES, EXPOSED IN UNFINISHED SPACES

RACEWAY BELOW FLOOR OR BELOW GRADE

RACEWAY STUB-OUT WITH CAPPED END

RACEWAY STUB-OUT WITH BRUSHED END

GROUNDING BUS

PUSHBUTTON (MOUNT AT +46", UNO)"X" INDICATES TYPE:

EPO - EMERGENCY POWER OFFADA - HANDICAPPED ACCESSIBLE DOOR

(DEVICE BY OTHERS)ODO - OVERHEAD DOOR OPERATOR

(DEVICE BY OTHERS)

ABOVE COUNTER RECEPTACLE - MOUNT AT+4" ABOVE BACKSPLASH

FIRE RATED POKE-THROUGH FLOOR BOX FOR ELEVATED CONCRETE SLABS, UP TO 2" CONDUIT FEED (HUBBELL NO. PT7FSDIA WITH FRFIA COVER, OAE)

ELECTRICAL LOW VOLTAGE LEGENDFIRE ALARM SYSTEM TELEPHONE/DATA SYSTEM

SPRINKLER PRESSURE SWITCH

SPRINKLER FLOW SWITCH

SPRINKLER TAMPER SWITCH

HEAT DETECTOR

SMOKE DETECTOR - PHOTO-ELECTRIC

DUCT SMOKE DETECTOR

SINGLE-STATION SMOKE DETECTOR. PROVIDE 120V AND MONITOR AT FACP VIA RELAY.

CARBON MONOXIDE DETECTOR

DOOR HOLDER

MANUAL STATION (MOUNT AT +46", UNO)

STROBE - WALL MOUNT (+90"), CEILING MOUNT

HORN/STROBE - WALL MOUNT (+90"), CEILING MOUNT

SPEAKER STROBE - WALL MOUNT (+90"), CEILING MOUNT

TELEPHONE OUTLET. SEE NOTE.

VOICE-DATA OUTLET. SEE NOTE.

DATA OUTLET. SEE NOTE.

WIRELESS ACCESS POINT

CABLE TRAY OR BASKET TRAY - LENGTH AND HEIGHT PER PLAN

NOTE: PROVIDE ROUGH-IN ONLY. SINGLE GANG WIREMOLD BOX & 700 SERIES WIREMOLD STUBBED UP TO ACCESSIBLE CEILING SPACE. COORDINATE WITH MSU IT.

ELECTRICAL PROJECT NOTESA. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITE. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS.

THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID.

B. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NECA BY TELEPHONE AT 301-657-3110 OR ON-LINE AT WWW.NECANET.ORG.

C. DURING DEMOLITION, THE CONTRACTOR SHALL NOTE ALL EXISTING RACEWAY (BOTH SURFACE AND CONCEALED) TO THE EXTENT POSSIBLE. THESE RACEWAYS SHALL BE REUSED TO THE GREATEST EXTENT POSSIBLE TO INSURE A CLEAN FINISHED PRODUCT. WHERE PRACTICAL, AND ALLOWED PER CODE, FISHING THROUGH WALLS WITH MC CABLE IS PREFERRED TO SURFACE-MOUNTED CONDUIT.

D. CONTRACTOR SHALL REMOVE, TRANSPORT, AND LEGALLY DISPOSE OF LAMPS AND BALLASTS OFF-SITE. IT IS ASSUMED THE THE BALLASTS DO NOT CONTAIN PCBs. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IF IT IS SUSPECTED THAT BALLASTS CONTAIN PCBs.

E. ALL POWER INTERRUPTIONS SHALL BE COORDINATED WITH OWNER. ANY DISRUPTION OF WORKERS IN THE SPACE SHALL BE KEPT TO A MINIMUM AND BE COORDINATED WITH THE OWNER PRIOR TO WORK COMMENCING IN THAT SPACE.

F. CONTRACTOR SHALL EXTEND UNSWITCHED HOT LEG FROM EXISTING EMERGENCY FIXTURE LOCATION TO NEW EMERGENCY FIXTURES. AS NEEDED. SEE DEMO PLANS FOR AN APPROXIMATION OF EXISTING EMERGENCY FIXTURE LOCATIONS. FIELD VERIFY EXACT LOCATION PRIOR TO BID.

G. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH MECHANICAL FOR PLENUM SPACES AND PROVIDE PLENUM RATED CABLES WHERE REQUIRED FOR LIGHTING CONTROL, DATA, FIRE ALARM AND ALL OTHER L.V. SYSTEMS NOT INSTALLED IN CONDUIT. VERIFY CONDUIT REQUIREMENTS ON DRAWINGS AND SPECIFICATIONS.

H. FIRE-RESISTANCE: PROVIDE A MINIMUM HORIZONTAL DISTANCE OF 24" BETWEEN OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE-RESISTANCE RATED WALLS. WHERE THIS IS NOT POSSIBLE INSTALL UL LISTED PUTTY PADS ON ALL OUTLET BOXES NOT MEETING THE 24" SEPARATION. PROVIDE A UL LISTED THROUGH -PENETRATION FIRESTOP FOR PENETRATIONS OF FIRE-RESISTANCE RATED ASSEMBLIES.

I. CONDUCTORS ARE SIZED PER THE 75 DEGREE C RATING COLUMN OF NEC TABLE 310.16. IF THE TERMINAL USED FOR A TERMINATION OF A PARTICULAR CONDUCTOR IS NOT MARKED, OR THE TERMINAL IS MARKED FOR 60 DEGREE C CONDUCTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EITHER ADJUST THE AMPACITY OF THE CONDUCTOR TO MATCH THE 60 DEGREE COLUMN OF TABLE 310.16, OR REPLACE THE TERMINAL WITH ONE RATED FOR AT LEAST 75 DEGREES C.

J. BASED ON ACTUAL HOMERUN LENGTHS REQUIRED IN THE FIELD, THE CONTRACTOR SHALL CALCULATE AND INCREASE THE WIRE SIZES AS REQUIRED TO LIMIT BRANCH CIRCUIT VOLTAGE DROP TO 3%. FOR 20A BRANCH CIRCUITS THE MINIMUM CONDUCTOR SIZES SHALL BE AS FOLLOWS: #10 AMG CU FOR RUNS BETWEEN 100 AND 200 LINEAR FEET, #8 AWG CU FOR RUNS BETWEEN 200 AND 325 LINEAR FEET, ANS AS CALCULATED BY THE CONTRACTOR FOR CIRCUITS EXTENDING BEYOND 325 LINEAR FEET. IN ALL CASES WHERE WIRE SIZES INCREASE, THE CONTRACTOR SHALL PROVIDE LARGER CONDUITS AS REQUIRED.

K. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT.L. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY EXISTING CIRCUITS THAT ARE INTENDED TO REMAIN THAT ARE SAW

CUT OR INTERRUPTED AS PART OF THE DEMOLITION PROCESS. PROVISION FOR THIS WORK SHALL BE INCLUDED IN THE BID. SUCH CIRCUITS INCLUDE BUT ARE NOT LIMITED TO: INTERIOR RECEPTACLE CIRCUITS, INTERIOR LIGHTING CIRCUITS, EXTERIOR BUILDING LIGHTING, SITE LIGHTING, ETC.

M. ELECTRICAL DRAWINGS SHOWING EXISTING BUILDING CONDITIONS, SUCH AS DEMOLITION DRAWINGS, EXISTING PANEL SCHEDULES, ETC ARE BASED ON RECORD DRAWINGS AND SITE VISITS. IF ACTUAL EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON DRAWINGS, PLEASE NOTIFY ENGINEER.

ABBREVIATIONS AND SYMBOLS GENERAL NOTESA. THE ABBREVIATIONS ON THIS SHEET COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT.B. THE SYMBOLS ON THIS SHEET COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT.C. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. MOUNTING HEIGHTS INDICATED

ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED.

Red

NEUTRAL WHT Yel VioGry

VioGry

Vio

Gry V

ioG

ry

CLASS 2 0-10 VOLTCONTROL WIRING

0-10VDC DIMMINGBALLAST

REQUIRED.

RJ45 PORT(TYPICAL)

LMRJ SERIES PRE-TERMINATED CABLES OR CAT5E.FREE TOPOLOGY & SPLITTER ACCEPTABLE

UNSWITCHEDHOT BLK120/277

LMRC-212 TWO RELAY ON/OFF/0-10VDIMMING ROOM CONTROLLER

LMDM-101 DIGITALDIMMING

SWITCH (TYP.)

RJ45(TYP.)

LMRJ-C8COUPLER

LMDC-100OCCUPANCY

SENSOR

LIGHTING LOAD(a)

LIGHTING LOAD (b)

SEQUENCE OF OPERATION:-DEVICES ARE PRESET FOR PLUG n' GO OPERATION.-ALL ROOMS ARE STAND ALONE.-NUMBER OF ZONES ("a" "b" ETC) INDICATED NUMBER OF RELAYS REQUIRED IN A ROOM.-THE ROOM CONTROLLER DEFAULTS TO MULTI-LEVEL AUTOMATIC-ON/AUTOMATIC OFF.

™

'a' 'b'

1. ACCEPTABLE ALTERNATE MANUFACTURERS: AXLEN OR PHILIPS DAYBRITE2. PROVIDE FIRE-RATED DROP-OVER ENCLOSURE OR TENT LUMINAIRE TO MAINTAINFIRE-RATED CEILING ASSEMBLY.

THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL CEILING TYPES AND PROVIDE ALLREQUIRED MOUNTING ACCESSORIES. FOR FIRE-RATED CEILING ASSEMBLIES, VERIFYALL RECESSED LUMINAIRE HOUSINGS ARE FIRE-RATED OR PROVIDE FIRE-RATED,DROP-OVER ENCLOSURES OR TENT LUMINAIRE. VERIFY THAT DROP-OVER ENCLOSURESOR TENTS ALLOW FOR AIR SPACE AROUND LUMINAIRE PER MANUFACTURER'SRECOMMENDATIONS.

NOTES: GENERAL NOTE:

B1 51.40W LED 2x4 RECESSED EDGE-LIT FLAT PANEL LITHONIAEPANL 2X4 5400LM 80CRI 35KMIN10 ZT MVOLT

RECESSED / 120 1,2

TYPE LAMPS DESCRIPTIONS MFR CATALOG NO. OR SERIES MOUNTING / VOLTAGE NOTES

LUMINAIRE SCHEDULE

No. 60006 PE

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PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

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SYMBOLS AND

ABBREVIATIONS

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N.T.S.1WILSON 1-130 LIGHTING CONTROL DIAGRAM

WA

S S

S S

J

SS

WA

J

K

CLASSROOM

1-130

1

3

3

2

3

5

5 TYP.

PROJECTOR

7

8 8

8 8

CLOCK 9

5 TYP.

5TYP.

JUNCTION BOX TO FEED (2) NEW RECEPTACLES.

CLASSROOM

1-130

7

11

115

CLASSROOM

1-130

WILSON

x1-128

DEMO

DEMO

PROJECTOR (RELOCATE)

DEMO10

DEMO10

6 DEMO

10

EXISTING WALL-MOUNT SPEAKERS & ASSOCIATED

WIRING TO BE REMOVED BY CONTRACTOR (TYP. 2)

10

DEMO RECEPTACLE. PROVIDE JUNCTION BOX FOR NEW WIREMOLD AT THIS LOCATION.

EXISTING WIRELESS ACCESS POINT SHALL REMAIN. REMOVE AND PROTECT DURING CONSTRUCTION. RE-INSTALL ON NEW CEILING.

10DEMO

6

DEMO

GENERAL ELECTRICAL NOTESA. ELECTRICAL DEVICES AND LIGHTS SHOWN IN GREY ARE EXISTING TO REMAIN.

ELECTRICAL DEVICES AND LIGHTS SHOWN IN DASHED BLACK & SPECIFICALLY NOTED AS 'DEMO' ARE TO BE DEMOLISHED, UNO.

B. IT IS ABSOLUTELY NECESSARY FOR ALL TRADES INVOLVED TO COORDINATE WITH EACH OTHER AND VERIFY THAT THERE ARE NO CONFLICTS IN LOCATION OF DUCTS, CONDUITS, DIFFUSERS, BOXES, AND OTHER ITEMS THROUGHOUT THIS PROJECT BEFORE FINAL PLACEMENT OF MATERIALS.

C. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING OF FLOORS, WALLS, CEILINGS, AND ROOFS TO PERFORM THE REQUIRED WORK DEPICTED IN THESE DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF HOLES TO THE SATISFACTION OF THE ARCHITECT/ENGINEER.

NOTES:1. FIELD VERIFY FINAL LOCATION. COORDINATE WITH PODIUM AND MSU IT.2. PAINT VERTICAL WALL CHANNEL TO MATCH WALL COLOR.3. INCLUDE ALL REQUIRED COMPONENTS AND MANUFATURER ACCESSORIES FOR A COMPLETE SYSTEM.

END COMPONENT AS REQUIRED: CONNECTRAC IN-EC, OR EQUAL.

AV/DUPLEX RECEPTACLE COMBO BOX: CONNECTRAC

PS-A-288, OR EQUAL.IN-CARPET WIREWAY:

CONNECTRAC IN-048-GR, OR EQUAL

VERTICAL WALL CHANNEL TO CEILING: CONNECTRAC

AC-WC-144-AL, OR EQUAL

FLOOR

WALL

4

LOCATION OF EXISTING ELECTRICAL PANEL 'PE' IN 2ND FLOOR MECHANICAL RM.

PROJECT LOCATION:WILSON ROOM 1-130

NOT IN SCOPE

KEY NOTES:#

No. 60006 PE

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BOZEMAN, MONTANA

PHONE: 406.994.5413

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Consultant #:

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POWER & SIGNAL

PLANS

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3/8" = 1'-0"2WILSON 1-130 POWER & SIGNAL RENOVATION PLAN

3/8" = 1'-0"1WILSON 1-130 POWER & SIGNAL DEMOLITION PLAN

1

2

3

PROVIDE IN-CARPET & VERTICAL WIREWAY SYSTEM PER DETAIL 3 ON THIS SHEET.

RE-ROUTE 120V FEEDER AS REQUIRED FROM EXISTING PROJECTOR LOCATION TO NEW PROJECTOR. RE-USE EXISTING CIRCUIT. COORDINATE EXACT LOCATION WITH MSU AV PRIOR TO ROUGH-IN.

PROVIDE SURFACE-MOUNT RACEWAY FOR NEW RECEPTACLES AS SHOWN. SEE ARCHITECTURAL PLANS FOR MOUNTING HEIGHTS OF RACEWAY & RECEPTACLES. PROVIDE SERIES V700 WIREMOLD OAE.

RE-USE EXISTING RECEPTACLE FEEDER(S) FROM EXISTING ELECTRICAL PANEL 'PE' INTO ROOM 1-130.

CIRCUIT ALL NEW RECEPTACLES VIA EXISTING RECEPTACLE CIRCUITS IN ROOM. FIELD VERIFY EXACT AS-BUILT CIRCUITING TO AVOID OVERLOADING CIRCUITS.

REMOVE EXISTING DEVICE, RACEWAY, AND IT'S CIRCUIT, BACK TO NEAREST UPSTREAM DEVICE TO MAINTAIN ORIGINAL CIRCUIT CONTINUITY.

WIREMOLD TO EXTEND HORIZONTALLY FROM NEW INFILL WALL TO FEED NEW RECEPTACLE(S) SHOWN.

MSU TO FURNISH AND WIRE SPEAKERS. CONTRACTOR TO INSTALL. COORDINATE EXACT LOCATION WITH MSU AV PRIOR TO ROUGH-IN.

COORDINATE MOUNTING HEIGHT FOR POE CLOCK WITH MSU PRIOR TO ROUGH IN. ROUTE RACEWAY (SERIES V700 WIREMOLD, OAE) VERTICALLY FROM CEILING ABOVE.

EXISTING DEVICE IS BELOW THE PLANE OF THE NEW FLOOR. REMOVE EXISTING DEVICE AND IT'S CIRCUIT/WIRING, BACK TO NEAREST UPSTREAM DEVICE TO MAINTAIN ORIGINAL CIRCUIT CONTINUITY. RE-WIRE ANY ADJACENT DEVICES AS REQUIRED IN ORDER TO ELIMINATE ANY SPLICES AT THIS POINT AND ELIMINATE THE NEED FOR A JUNCTION BOX HERE BELOW THE NEW FLOOR PLANE.

COORDINATE FINAL LOCATION OF NEW FLOOR BOX WITH MSU & ARCHITECT PRIOR TO ROUGH-IN.

4

5

6

N.T.S.3ELECTRICAL IN-CARPET & VERTICAL WIREWAY DETAIL

1" = 50'-0"4LEVEL 1 OVERALL PLAN

7

8

9

10

11

K

LVDa LVDb

LVDaLVDb

R3

OS

KEY NOTES:# GENERAL ELECTRICAL NOTESA. ELECTRICAL DEVICES AND LIGHTS SHOWN IN GREY ARE EXISTING TO REMAIN.

ELECTRICAL DEVICES AND LIGHTS SHOWN IN DASHED BLACK & SPECIFICALLY NOTED AS 'DEMO' ARE TO BE DEMOLISHED, UNO.

B. IT IS ABSOLUTELY NECESSARY FOR ALL TRADES INVOLVED TO COORDINATE WITH EACH OTHER AND VERIFY THAT THERE ARE NO CONFLICTS IN LOCATION OF DUCTS, CONDUITS, DIFFUSERS, BOXES, AND OTHER ITEMS THROUGHOUT THIS PROJECT BEFORE FINAL PLACEMENT OF MATERIALS.

C. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING OF FLOORS, WALLS, CEILINGS, AND ROOFS TO PERFORM THE REQUIRED WORK DEPICTED IN THESE DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF HOLES TO THE SATISFACTION OF THE ARCHITECT/ENGINEER.

22

3 TYP.

B1 B1 B1

B1 B1 B1

B1 B1 B1

ab

ab

a b b

a b b

a b b

CLASSROOM

1-1301

No. 60006 PE

RYAN P.

MARONEY

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DRAWN BY:

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BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

3821-043

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LIGHTING PLANS

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3/8" = 1'-0"1WILSON 1-130 LIGHTING DEMOLITION PLAN

3/8" = 1'-0"2WILSON 1-130 LIGHTING RENOVATION PLAN

ALL NEW LIGHTING IN THIS SPACE SHALL BE CIRCUITED VIA EXISTING BRNACH CIRCUIT PREVIOUSLY USED FOR LIGHTING. PROVIDE NEW CONTROLS AS SHOWN. SEE LUMINAIRE SCHEDULE AND LIGHTING CONTROLS DETAIL ON SHEET E0.1.

DEMOLISH EXISTING DIMMERS AND OTHER LIGHTING CONTROLS WITHIN THIS SPACE.

DEMOLISH EXISTING LIGHT FIXTURES. CIRCUITS TO REMAIN FOR NEW LIGHTING.

1

2

3

WILSON

x1-128

CLASSROOM

1-130

36"x16"

10"x

10"

8"x

8"

60"x20"

36"x16"

10"x

10"

14"x

10"

S-1250

(TYP 4)

16"x12"10"x10"

ø8"

ø8"

ø8"

ø8"

30"x12"

R-11000

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E) (E)

T

10"x

10"

10"x

10"

36"x16"

60"x20"

8"x

8"

14"x

10"

10"x10" 16"x12"

36"x16"

(E)

(E)

(E)

(E)(E)

(E)

(E)

(E)

(E)

CLASSROOM

1-130

1

(TYP 5)

2

(TYP 8)

T

3

A.) IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO FIELD COORDINATE THE LOCATION OF EQUIPMENT ROUTING OF ALL DUCTWORK AND PIPING WITH ALL OTHER TRADES.

B.) IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO REVIEW THE DRAWINGS FOR ALL DISCIPLINES AND PROVIDE ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.

C.) COORDINATE THE INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS AND THE ELECTRICAL LIGHTING PLANS.

D.) VERIFY THE LOCATION OF THERMOSTATS AND SENSORS WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS 48" ABOVE FINISHED FLOOR PER ADA REQUIREMENTS.

E.) PROVIDE AND INSTALL SEISMIC BRACING FOR ALL EQUIPMENT, DUCTWORK AND PIPING PER THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE.

F.) FLEXIBLE DUCTWORK BETWEEN BRANCH DUCTS AND GRILLES, REGISTERS OR DIFFUSERS SHALL BE LIMITED TO 5FT.

G.) PROVIDE AND INSTALL FIRE, SMOKE AND/OR COMBINATION SMOKE/FIRE DAMPERS WHERE DUCTWORK PASSES THROUGH FIRE RATED ASSEMBLIES. ASSOCIATED DUCT DETECTORS SHALL BE ADDRESSABLE. SMOKE DAMPERS AND COMBINATION SMOKE/FIRE DAMPERS SHALL INCLUDE A KEYED REMOTE TEST SWITCH LOCATED IN AN ACCESSIBLE LOCATION. FIELD COORDINATE THE LOCATION OF TEST SWITCHES WITH THE ARCHITECT AND ENGINEER PRIOR INSTALLATION.

H.) SEAL ALL DUCT AND PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH A UL-APPROVED FIRE STOP SYSTEM.

I.) PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, DAMPERS AND DEVICES INSTALLED ABOVE NON-REMOVABLE CEILINGS.

J.) PROVIDE REMOTE CONTROLLED DAMPER ACTUATORS FOR BALANCING DAMPERS INSTALLED IN INACCESSIBLE LOCATION. PROVIDE RUSKIN ZPD25 OR APPROVED EQUAL.

GENERAL MECHANICAL NOTES

A. LOCATIONS AND DIMENSIONS OF EXISTING FACILITIES IDENTIFIED ON THIS DRAWING ARE APPROXIMATE AND REPRESENT THE BEST AVAILABLE INFORMATION BASED ON A COMBINATION OF FIELD INVESTIGATIONS AND VARIOUS DESIGN AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE DESIGN. FIELD VERIFY LOCATIONS AND DIMENSIONS PRIOR TO AND DURING PERFORMANCE OF THE WORK AND NOTIFY THE ARCHITECT/ENGINEER OF ANY MAJOR DISCREPANCIES.

B. ALL EXISTING PLUMBING EQUIPMENT, PIPING SHOWN AS DARK AND DASHED SHALL BE DEMOLISHED. EXISTING MECHANICAL EQUIPMENT SHOWN LIGHT WITH SOLID LINES IS TO REMAIN.

C. THE PLUMBING CONTRACTOR SHALL COORDINATE SALVAGE OF ALL REMOVED EQUIPMENT IN GOOD CONDITION WITH THE OWNER. THE PLUMBING CONTRACTOR SHALL DISPOSE OF ALL UNWATED EQUIPMENT.

D. COORDINATE ANY ROOF, WALL, CEILING AND FLOOR PATCH AND REPAIR WORK REQUIRED BY THE DEMOLITION OF PLUMBING SYSTEM WITH THE CONSTRUCTION MANAGER.

E. CONCRETE SLAB CUTTING REGIONS SHOWN ON DRAWINGS ARE APPROXIMATE AND MUST BE FIELD COORDINATED PRIOR TO THE CUTTING OF THE SLAB.

GENERAL MECHANICAL

DEMOLITION NOTES

KEY NOTES:#

HIGH EFFICIENCY TAKE-OFF FITTING WITH MANUAL BALANCE DAMPER, LOCKING QUADRANT, 2" INSULATION STADNOFF & 3/8" SOLID DAMPER ROD

PROVIDE SAFETY CABLE PER SEISMIC REQUIREMENTS

AIR

FLO

W

CEILING DIFFUSER - SEE PLANS FOR TYPE AND SIZE

R-6 INSULATED FLEXIBLE DUCT5FT MAX LENGTH

PREFORMED SPIRAL ROUND DUCT - SEE PLANS FOR SIZE

AIR FLOW

90° ADJUSTABLE SHEET METAL ELBOW

GEN'L TEMP. CONTROL NOTES

A. A TEMPERATURE CONTROLS CONTRACTOR SHALL BE ENGAGED TO VERIFY THE OPERATION AND CONTROL OF THE EXISTING MULTIZONE DAMPERS LOCATED IN THE 2ND FLOOR MECHANICAL ROOM. THE T.C. SHALL VERIFY OPERATION AND PERFORM FUNCTIONAL TESTING TO ENSURE PROPER OPERATION AND CONDITIONING OF THE SPACE.

No. 20181 PE

MATTHEW W.

CARR

MONTA NA

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PR

OF

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REVIEWED BY:

DRAWN BY:

SHEET

DATE

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IV

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BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

3821-043

MS

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CMSMWC

WILSON 1-130

MECHANICAL PLAN

M101

01/23/2019

PPA#18-2190

WIL

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-130

1/4" = 1'-0"2WILSON 1-130 MECHANICAL PLAN

1/4" = 1'-0"1WILSON 1-130 MECHANICAL DEMO PLAN

NOTES: PROVIDE MANUAL BALANCING DAMPER AT LOCATIONS WHERE A SPECIFIED AIR VOLUME IS REQUIRED I.E. FOR SUPPLY AND EXHAUST ONLY. COORDINATE FRAME AND MOUNTING TYPE WITH CEILING TYPES. SEE ARCHITECTURAL PLANS FOR CEILING TYPES. THE CONTRACTOR SHALL BERESPONSIBLE TO PROVIDE ALL FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. SCHEDULES N.C. VALUES ARE VALID FOR SCHEDULE AIR FLOW ONLY AND REPRESENT A MAXIMUM ACCEPTABLE N.C. VALUE. SUBSTITUTED EQUIPTMENT SHALL HAVE N.C. VALUE EQUAL TO OR BELOWTHE SCHEDULES N.C. AT THE AIR FLOW LISTED ON THE PLANS.

R-1 KRUEGER EG15 PERFORATED RETURN GRILLE WITH 30"x12" T-BAR MOUNTING RETURN 1000 12 - 0.04 30" X 12" IN DUCT ALUMINUM BY ARCH SEE NOTES

S-1 KRUEGER 1240 MODULAR CORE CEILING SUPPLY DIFFUSER WITH T-BAR MOUNTING SUPPLY 250 17 13 0.03 8" X 8" IN DUCT ALUMINUM BY ARCH SEE NOTES

MARK MFGR MODEL DESCRIPTION FUNCTION MAX CFMNC AT MAX

CFMTHROW AT MAX

CFM (FT)PRESSURE DROP AT MAX CFM

(in. W.C.)NECK SIZE DAMPER TYPE MATERIAL FINISH REMARKS

GRILLE, REGISTER AND DIFFUSER SCHEDULE

N.T.S.3CEILING SUPPLY DIFFUSER

1. DEMOLISH TAP AND IN-WALL SUPPLY GRILLE, LOCATED 2 FEET ABOVE FINISHED FLOOR.

2. DEMOLISH COMBINATION LIGHT/SLOT DIFFUSERS AND TAPS BACK TO MAIN. COORDINATE WITH ELECTRICAL.

3. EXISTING THERMOSTAT TO REMAIN. SEE TEMPERATURE CONTROL NOTE FOR FUTHER INFORMATION.

JeffD

Text Box

CONTROLS NOTE: CONTRACTOR TO CONTACT CHAD SCHOENWWALD OF ELECTRO-CONTROLS, 406.580.6521 TO PERFORM AND AND ALL WORK RELATED TO THERMOSTAT OR CONTROL SYSTEMS.

2

S100

CLASSROOM

1-130

WILSON

x1-128

4" SLAB ON GRADE

UNDER SLAB GEO-FOAM FILL

4" SLAB ON GRADE

UNDER SLAB GEO-FOAM FILL

EXISTING STAIRS TO REMAIN. POUR SLAB OVER TOP

EDGE OF EXISTING RISER

3

S100

3

S100

GEO-FOAM SLAB BACKFILLPER FOAM SUPPLIER

EXISTING CONCRETE FOUNDATION WALL

EMBED0' - 4"

#4 X 1'-4" @ 2-0" O.C., DRILLED & EPOXIED INTO EXISTING SLAB-ON-GRADE, TYP. ON NORTH, EAST, AND SOUTH ABUTTING WALLS.

4" SLAB-ON-GRADE, SEE DETAIL 3/S1.0,TYP.

#4 X 1'-4" @ 2-0" O.C., DRILLED & EPOXIED INTO EXISTING SLAB-ON-GRADE

EDGE OF EXISTING RISER

GEO-FOAM SLAB BACKFILL

PER FOAM SUPPLIER

4" SLAB-ON-GRADE#4 @ 12" O.C. EA. WAY

SECTION

0' -

4"

4" SLAB-ON-GRADE

T.O.SL. =

VARIES

NOTES:1. SEE GENERAL STRUCTURAL NOTES FOR REINFORCING STEEL CLEAR REQUIREMENTS.

1. CONCRETE PROPERTIES (SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS):

* ADD "FIBER-MESH" FIBER REINFORCING DURING BATCHING AT MANUFACTURER RECOMMENDED RATES BUT NOT LESS THAN 1.5 LB/C.Y. ** AIR CONTENT OF SLABS ON GRADE MAY BE REDUCED TO 2% MIN. IF THE SLAB WILL BE PROTECTED FROM FREEZE/THAW CYCLES DURING AND AFTER CONSTRUCTION. *** MAXIMUM SLUMP MAY BE INCREASED TO 8" W/ THE USE OF WATER-REDUCING ADMIXTURES TO MAINTAIN THE SPECIFIED W/C RATIO.

2. ALL CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT FOR REINFORCING INDICATED AS REQUIRING WELDING, WHICH SHALL CONFORM TO ASTM A706, GR.60.

3. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE: WHEN PLACED ON GROUND: --- 3" INTERIOR DRY SURFACES: EXPOSED TO WATER, WEATHER, SLABS --------- 3/4" BACKFILL OR CONDENSATION: BEAMS -------- 1-1/2" #5 BAR OR SMALLER -----1-1/2" COLUMNS ------ 1-1/2" #6 BAR OR LARGER ---------2" WALLS --------- 1"

4. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST EDITION OF ACI 318. DETAIL ALL REINFORCEMENT IN ACCORDANCE WITH ACI 315.

5. ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS:

* TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS.

** INCREASE LAP LENGTHS SHOWN ABOVE BY 25% WHERE BARS ARE SPACED CLOSER THAN 6" O.C. OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN 3" FROM FACE OF MEMBER.

6. TOLERANCES IN PLACING REINFORCEMENT SHALL BE: +/- 3/8 IN. FOR MEMBERS WITH D LESS THAN 8 IN. +/- 1/2 IN. FOR MEMBERS WITH D GREATER THAN 8 IN. WHERE D IS THE DISTANCE FROM THE OPPOSITE FACE OF CONCRETE TO THE CENTER OF THE REINFORCING.

7. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUBGRADE. CONCRETE BLOCKS OR DOBBIES SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS.

8. DOWELS SHALL BE THE LENGTH INDICATED. DOWELS SHALL BE WIRED IN POSITION PRIOR TO POURING CONCRETE.

9. AT SLABS-ON-GRADE, PROVIDE JOINTING AS INDICATED IN THE DRAWINGS WITH SPACING NOT TO EXCEED 36 TIMES THE SLAB THICKNESS PROVIDE SAW CUT JOINT PER DETAIL 4/S100

10. WHERE "DRILLING & EPOXYING" OF REINFORCING STEEL OR THREADED ANCHOR RODS (ASTM A36, U.N.O.) IS INDICATED, UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING SYSTEM OR APPROVED EQUIVALENT:

APPLICATION EPOXY SYSTEMNEW OR EXISTING CONCRETE, HILTI HIT HY200 SOLID GROUTED MASONRY

NEW OR EXISTING HOLLOW HILTI HIT HY 20 MASONRY BLOCK W/ SCREENED TUBE

11. PROVIDE PROPER CURING OF CONCRETE SLABS ON GRADE TO PREVENT CRACKING DUE TO MOISTURE LOSS AND SHRINKAGE. PROVIDE 7 DAYS (MINIMUM) CURING. SUBMIT PROPOSED CURING METHODS FOR APPROVAL SEVEN DAYS PRIOR TO PLACING SLABS.

CAST-IN-PLACE CONCRETE:

BAR SIZE

CONCRETE DESIGNSTRENGTH

CAST-IN-PLACECONCRETE

MINIMUM 28 DAYCOMPRESSIVE STRENGTH

MAXIMUM WATER-CEMENT RATIO (BY WT.)

MAXIMUMAGGREGATE SIZE

PERCENT RANGEOF AIR CONTENT

MAXIMUM SLUMP

SLABS ON GRADE

4000 PSI *

0.43

1"

6.5% ± 1.5% **

4" ***

DETAIL OF REINFORCEMENT - LAP LENGTHS **

GR. 60TOP BAR *

OTHER BAR

1'-7"

1'-4"

#3

2'-1"

1'-7"

#4

2'-7"

2'-0"

#5

3'-1"

2'-2"

#6

4'-6"

2'-9"

#7

5'-2"

3'-6"

#8

5'-10"

4'-6"

#9

6'-7"

5'-1"

#10

7'-3"

5'-8"

#11

4000 PSI

NOTES:1. SEE FDN. PLANS FOR JOINT LOCATION & SPACING.2. SAWCUT SLAB WITHIN 12 HOURS OF FINAL FLOATING.

SAWCUT JOINT,SEE NOTES

SIKAFLEX 2CJOINT SEALANT

W/ BACKER ROD

MIN

.T

/4

T

No. 20181 PE

MATTHEW W.

CARR

MONTA NA

L IC ENSED

PR

OF

ESSIONA L ENGIN

EE

R


REVIEWED BY:

DRAWN BY:

SHEET

DATE

SHEET TITLE

MO

NT

AN

AS

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UN

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BOZEMAN, MONTANA

PHONE: 406.994.5413

FAX: 406.994.5665

Consultant #:

3821-043

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AuthorChecker

WILSON 1-130

STRUCTURAL PLAN

S100

01/23/2019

PPA#18-2190

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-130

3/8" = 1'-0"1WILSON 1-130 STRUCTURAL RENOVATION PLAN 2

TYP. SECTION

3SLAB ON GRADE

4SLAB ON GRADE CONTRACTION JOINT

J:MSU CLASSROOM REMODEL 201900-RevitWilson … Wilson Hall...GB grab bar GAF brand name roofing...

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