AbbreviationsClass A doorarchitect/engineerAmericans with Disabilities Actaddendumadministrationabove finished flooraluminumamountapproximateapartmentArchitectArchitect's Supplemental InstructionassociationassemblyAmerican Society for Testing and MaterialsavenueaverageArchitectural Woodworking institute
Class B doorboardbelow finished ceilingbelow finish floorbituminousbuildingbulkheadboulevardBuilding Officials and Code Administrators Association Internationalbottombearingbearing platebasement
cabinetchalk boardceramic baseclosed circuit televisionconstruction documentscontract documentscement plastercement plaster ceilingcast-in-placeconstruction jointcontrol jointcenter lineceilingceiling heightclosetclearconcrete masonry unitcountercountertopcolumnconcreteconcrete floorconferenceconstructioncoordinatecorridorcarpetConstruction Specifications Institutecasementcaseworkceramic tileceramic tile baseceramic tile floorcentercubic feetcubic inchcubiclecustodian
Class D doordatumdecibeldoubledouble acting doordouble glazedegreedegrees Celsiusdegrees Fahrenheitdeletedemolitiondepartmentdetaildrinking fountaindouble hung (door, window)diameterdiagonaldiffuserdimensiondirectiondispenserdivisiondouble joistdowndoordown spoutdrawingdrawer
Class E dooreachElectrical Contractorexterior finish systemexterior insulation and finish systemexpansion jointelevationelectricelevatoremergencyenamelenclosureentranceedge of slabethylene propylene diene monomerequalequipmentequivalentescalatoreasementestimateet cetraexistingexpansion joint
fabricfasciafascia boardfile cabinetfloor drainfoundationfire extinguisherfire extinguisher cabinetfederalfire hosefire hydrantfire hose cabinetfigurefinishfinish floorfinish gradefinish woodfixtureflashingflooringflush mountfloorfloor finishfluted concrete masonry unitface of concreteface of finishface of masonryface of slabfoundationface of wallFire Protection Contractorfire resistantfiber reinforced concretefiber reinforced gypsumfiberglass reinforced plasticfreezerfeet, footfootingfinned tubed radiationfurringfurniturefabric wall covering
gaugegallongalvanizedGeneral Contratorglass-fiber-reinforced concreteglass-fiber-reinforeced gypsumglass-fiber-reinforeced plasterglass-fiber-reinforeced plasticglass blockglue laminated woodgovernmentgypsum wallboard
hazardhazardous materialshandicaphose cabinethollow core wood doorhand dryerheavy duty hardboardhigh density overlayhardwarehardwoodhollow metalhorizontalheadquartershourheightheaterhighwayheating, ventalation and air conditioning
International Building Codeinside diameterinside dimensioninch/ inchesinstallinstrumentinsulation, (e), (ed)interior
A LABELA/EADAADDADMINAFFALUMAMTAPPROXAPTARCHASIASSNASSYASTMAVEAVGAWI
B LABELBDBFCBFFBITUMBLDGBLKHDBLVDBOCA
BOTBRGBRG PLBSMT
CABCBCBCCTVCDCDCEM PLASCEM PLAS CLGCIPCJCJCLCLGCLG HTCLOCLRCMUCNTRCNTRTPCOLCONCCONC FLRCONFCONSTRCOORDCORRCPTCSICSMTCSWKCTCTBCTFCTRCU FTCU INCUBCUST
D LABELDATdbDBLDBL ACT DRDBL GLZDEGDEG CDEG FDELDEMODEPTDETDFDHDIADIAGDIFFDIMDIRDISPDIVDJDNDRDSDWGDWR
E LABELEAECEFSEIFSEJEL/ ELEVELECELEVEMERENAMENCLENTREOSEPDMEQEQUIPEQUIVESCALESMTESTECTEXISTEXP JT
FABFASFAS BDFCFDFDTNFEFECFEDFHFHFHCFIGFINFIN FLRFIN GRFIN WDFIXTFLASHFLGFLMTFLRFLR FINFLUT CMUFOCFOFFOMFOSFOUNDFOWFPCFRFRCFRGFRPFRZFTFTGFTRFURGFURNFWC
GAGALGALVGCGFRCGFRGGFRPGFRPGL BLKGLU LAMGOVTGWB
HAZHAZ MATHCHCHCWDHDHDBDHDOHDWHDWDHMHORIZHQHRHTHTRHWYHVAC
IBCIDIDININSTLINSTRINSULINT
janitorjanitor closet
knock downkitchenknockout
laminatelaminated glasslacquerlaundrylavatorylaundry chutelandinglight emitting diodelinear feet (foot)loose fill insulationleft handleft hand reverselibrarylocker roomlanelocationlargelightlight gaugelouver door
maintenancemanualmaterialmaximummarker boardMechanical Contractormail chutemetal deckmedium density overlaymeasuremechanicalmechanical roommediummelaminemembranemezzaninemanufacturedmanufacturingmanufacturermanufacturer's recommendationmanagementminimummirrormiscellaneousmetal lathmolding (moulding)millworkmasonry openingmountmountedmountingmetalmullion
not applicableNational Building CodeNational Electric CodeNational Fire CodeNational Institute of Building Sciencesnot in contractnumbernominalnot to scale
out to outon centeroutside diameteroutside dimensionofficeoverflow drainopeningoppositeoverflow roof drainoriginalOccupational Safety and Health Administration
pargingpartialparticleboardpercentperforatedpackageplastic laminateplywoodpanelporcelainpairprefabricatedprefinishpreformedpreparationparkingprojectpaintpost-tensioned concrete
radiusresilient basereflected ceiling planroof drainreinforcing steel barsreceivedreceptaclereferencerefrigeratorreinforcedrequirerequiredrestroomrequest for informationrequest for proposalright handroof hatchright hand reverseroomrough openingratingroof top unit
JANJAN CLO
KDKITKO
LAMLAM GLLAQLAULAVLCLDGLEDLFLF INSLHLHRLIBLKR RMLNLOCLRGLTLT GALVDR
MAINTMANMATLMAXMBMCMCHMDMDOMEASMECHMECH RMMEDMELMEMBMEZZMFDMFGMFRMFR RECMGTMINMIRRMISCMLMLDGMLWKMOMTMTDMTGMTLMULL
NANBCNECNFCNIBSNICNONOMNTS
O/OOCODODOFCOFDOPNGOPPORDORIGOSHA
PARGPARTPBDPCTPERFPKGPLAS LAMPLYWDPNLPORCPRPREFABPREFINPREFMDPREPPRKGPROJPTPT CONC
RRBRCPRDREBARRECDRECPTREFREFREINFREQREQDRESTRFIRFPRHRHRHRRMRORTGRTU
SAT suspended acoustical tileSATC suspended acoustical tile ceilingSCD seat cover dispenserSCH schoolSCHED scheduleSCHEM schematicSCWD solid core wood doorSD smoke detectorSD soap dispenserSECT sectionSF square foot (feet)SFTWD softwoodSHR showerSHT sheetSIM similarSLNT sealantSM smallSPEC specificationSPKLR sprinklerSPKR speakerSQ squareSQIN square inchSQ YD square yardSS stainless steelST streetSTA stationSTD standardSTL steelSTL JST steel joistSTL LNTL steel lintelSTL PL steel plateSTL RF DK steel roof deckSTL TB steel tubeSTL TR steel trussSTOR storageSTR stair(s)STRUCT structuralSTRUCT STL structural steelSUPP supplementSURF surfaceSURR surroundSURV surveySUSP suspendSUSP CLG suspended ceilingSV sheet vinylSVC serviceSWR sewerSYS system
T&G tongue and grooveT/O top ofTAN tangentTB tack boardTB towel barTC terra cottaTD towel dispenserTECH technicalTEL telephoneTEMP temperatureTEMP temporaryTEMP tempored glassTER terrazzoTFA to floor aboveTFB to floor belowTFF top of finish floorTHK thicknessTHRES thresholdTHRU throughTHRUOUT throughoutTI tapered insulationTOS top of steelTOM top of masonryTPD toilet paper dispenserTR towel rackTRANS transomTRANS transparentTS tube steelTV televisionTYP typical
UBC Uniform Building CodeUFC Uniform Fire CodeUL Underwriters LaboratoriesUMC Uniform Mechanical CodeUNO unless noted otherwiseUPC Uniform Plumbing CodeUPS uninterruptible power supplyUTIL utilityVAR variationVAR variesVB vinyl baseVCT vinyl composition tileVCT vitrified clay tileVEH vehicleVERT verticalVEST vestibuleVIF verify in fieldVOL volumeVP veneer plasterVR vapor retarderVTR vent through roofVWC vinyl wall coveringVWF vinyl wall fabricW CAB wall cabinetsW/ withW/O withoutWB wood baseWC wall coveringWD woodWH weep holeWHSE warehouseWO where occursWP working pointWSCT wainscotWT weight
SINK
LAVATORY
TOILET
SUPPLY AIR
RETURN AIR
EXIT LIGHT
LIGHT FIXTURE IN
CEILING GRID
ROOF/OVERFLOW DRAIN
FLOOR DRAIN
URINAL
Component Symbols
DOUBLE SINGLE UTILITY
COUNTERTOP WALL HUNG
WALL HUNG FLOOR MOUNT
3 GANG2 GANG
CONCRETE MASONRY UNIT
FACE BRICK
EARTH
CONCRETE
PLYWOOD
METAL/STEEL
FINISHED WOOD TRIM
WOOD BLOCKING
WOOD SHIM
INSULATION (LOOSE OR BATT.)
INSULATION (RIGID)
GYPSUM BOARD / PLASTER
Material Symbols
TITLE MARK
SECTION MARK
ELEVATION MARK
CUT LINE
DETAIL MARK
PLAN NOTE DESIGNATION
WHEELCHAIR CLEARANCE RADIUS
WALL DESIGNATION
DOOR NUMBER
WINDOW NUMBER
FURNITURE
COLUMN DESIGNATION
NORTH ARROW
ROOM TAG
UNIT MATCHLINE
DEMOLITION NOTE
DATUM POINT
1View Name1/8" = 1'-0"
ADA
1t
Door Label
Door NumberHardware Set
Frame Type
1t
FM
N
Room name
101
Reference Symbols
FB
FB
REVISION TAG
UNIT A
UNIT B
#
1
A101
SIM
A101
1Ref
1 Ref
1 Ref
1RefSHEET REFERENCE
DETAIL REFERENCE
A1011
SIM
A1
#
101
45 m
in
FG
168
HM
23A
=H
M#
1.
2.
3.
4.
5.
6.
7.
8.
All dimensions shown are to face of stud or masonry, unless noted otherwise.Dimensions designated as "CLR or "clear" indicate a clear dimension from face offinish to face of finish. Dimensions of exterior walls are to outside edge of foundation.
Dimensions for all openings for Mechanical, Plumbing, Fire Protection and Electricalshall be fire stopped at each floor penetration.
Provide bracing and blocking as required in walls supporting casework, tackboards,markerboards, and restroom accessories.
All door frames are located 4" from adjacent wall, unless noted otherwise.
All exposed outside corners of CMU shall be bullnosed.
Seal all joints between dissimilar materials.
All gypsum wallboard is 5/8" Type "X", unless noted otherwise.
Base elevation is 0'-0" = XXX.X' (United States Geological Survey data).
General Plan Notes
1.
2.
3.
All ceilings are at 9'-0" AFF, unless noted otherwise.
All bulkheads are at 8'-10" AFF, unless noted otherwise.
All grids are centered in rooms, unless noted otherwise.
General Refl. Ceiling Plan Notes
REFLECTED CEILING PLANLEGEND
APC-1 2' X 2' AcousticalPanel Ceiling(09 51 13)
APC-22' X 2' WashableAcousticalPanel Ceiling(09 51 13)
APC-3
2' X 2' HumidityResistant AcousticalPanel Ceiling withAluminum Grid(09 51 13)
APC-42' X 2' HumidityResistant AcousticalPanel Ceiling(09 51 13)
Walls to Deck
Light Fixture(Reference E-Series Dwgs)
Return Air(Reference M-Series Dwgs)
Supply Air(Reference M-Series Dwgs)
Exit Light(Reference E-Series Dwgs)
Recessed Light FixtureSuspended Fixture in Areaswith Exposed Ceilings(Reference E-Series Dwgs)
SSOUND SYSTEM SPEAKER(REFERENCE E-SERIES/T-SERIES DWGS)
1.
2.
3.
4.
Where utilized, tapered insulation shall be installed to achieve positive drainage witha minimum resultant slope of 1/4" per foot, unless noted otherwise.
Low slope roof areas shall have a minimum of 4" rigid insulation over metal roofdeck. Saddles, crickets, and slope portions of flat roof deck shall be formed bytapered insulation. Areas where tapered insulation is anticipated have been indicated,but shall not be considered all inclusive. It is Contractor's responsibility to providesloped surfaces to achieve proper drainage.
Roof penetrations and equipment shown shall not be considered all inclusive.Coordinate with Mechanical, Plumbing and Electrical Documents to confirmpenetrations and equipment locations. Flash all roof penetrations in accordance withroofing manufacturer's recommendations. Provide crickets to allow for properdrainage around units.
Roof walkway pads or blocks shall be installed in accordance with roofingmanufacturer's recommendation where indicated and around entire perimeter ofrooftop equipment.
General Roof Plan Notes
0' -
6"
MIN
.
095113 - CEILING FINISH, REFARCHITECTURAL CEILINGPLANS
09 29 00 - INT GYB, 5/8" TYPE'X' EACH SIDE
061000 - WOOD STUD FRAMING,2X4 @ 16" O.C.
092900 - SOUND ATTENUATIONBLANKET
BRACE FRAMING TODECK/STRUCTURE ABOVE ASREQUIRED BY S-SERIES DRAWINGS.
0' -
6"
MIN
.
095113 - CEILING FINISH, REFARCHITECTURAL CEILING PLANS
092900 - INT GWB, 5/8" TYPE 'X' ON2X4 WOOD FRAMING AT 16" O.C.
074113.13 - METALLINER PANEL, PBR
PRE-ENGINEEREDSTRUCTURE GIRT
BATT INSULATION WITHVAPOR BARRIER PER PRE-ENGINEERED BUILDINGMANUFACTURER.
074113.13 - METALWAKK SIDINGPANEL, AVP
T.O. MASONRY
12'-0" AFF
095113 - CEILING FINISH, REFARCHITECTURAL CEILINGPLANS
042000 - CMU BOND BEAM,10 IN
042000 - CMU, 10 IN
042000 - MASONRY JOINTREINFORCEMENT
T.O. MASONRY
10'-0" AFF @ BUILDING A & C.
042000 - CMU BOND BEAM,10 IN
042000 - CMU, 10 IN
042000 - MASONRY JOINTREINFORCEMENT
06 16 00.A1 - GYPSUM SHEATHINGBOARD
061000 - WOOD STUD FRAMING,2X4 @ 16" O.C.
072100 - 6" BLANKET INSULATIONWITH VAPOR BARRIER
074200 - DIRECT-APPLIED EXTERIORFINISH SYSTEM (DEFS)
SEE WALL SECTION 2A/A-311
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These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
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ARCHITECTURALGENERAL NOTES AND
ABBREVIATIONS
A-001
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
A-0
01_ A
RC
HIT
EC
TU
RA
L G
EN
ER
AL N
OT
ES
AN
D A
BB
RE
VIA
TIO
NS
1 1/2" = 1'-0"2A
S4iC WALL TYPE
1 1/2" = 1'-0"2B
S4-C' WALL TYPE 1 1/2" = 1'-0"
3BSPF075-D WALL TYPE
1 1/2" = 1'-0"3A
M10-C WALL TYPE 1 1/2" = 1'-0"
4AM10-D WALL TYPE - NON-RATED
# Revision Date
1
3
5
AF1A16D
AF1A15D
S4iC
S4iC
S4iC
S4iC'
S4-C'
S4iC
S4iC
S4iC
S4iC
S4iC
S4iC
S4-C'
S4iC
S4iC
S4-C'
S4iC
S4iC S4-C'
M10-C
M10-C
M10-D
M10-C
S4iC
17' -
4"
4' -
4 1
/4"
8' -
11 3
/4"
4' -
0"
15' - 0" 25' - 0" 6' - 0" 9' - 0" 21' - 0"
1' -
8"
7' -
2"
7' -
2"
1' -
4"
8' - 6" 6' - 0" 8' - 8" 16' - 10"
14' -
0"
5' -
6"
5' -
6"
7' -
2"
1' -
4"
23' - 4" 3' - 4" 14' - 0" 6' - 4" 8' - 0" 6' - 4"
4' -
4"
14' -
0"
1' -
2"
3' -
4"1
' - 1
0"
14' -
0"
13' -
4"
6' -
4"
4' -
8"
14' -
0"
1' -
2"
3' -
4"
1' -
6"
14' -
0"
12' -
0"
3' -
4"
7' -
2"
3' -
4"
6' -
10"
3' -
4"
5' -
4"
5' - 4" 3' - 4" 9' - 4" 3' - 4" 12' - 0" 3' - 4" 2' - 8" 3' - 4" 2' - 8" 3' - 4" 3' - 0" 3' - 4" 16' - 4" 3' - 4" 4' - 0" 3' - 4" 4' - 0" 3' - 4" 10' - 8"
M10-C
DRIVER RR
A105
DRIVER RR
A106
STAFF RR
A112
CUST
A111
HALL
A104
DRIVER'S LOUNGE
A103
PARTS STOR
A115
FLUID STOR
A116
HALL
A107
OFFICE/STOR
A102
OFFICE
A101
LOBBY
A100
MECH
A109OFFICE
A110
SERVICE BAY A
A117
SERVICE BAY C
A119
SERVICE/WASH BAY D
A120
SERVICE BAY B
A118
2E
A-301
4E
A-301
2D
A-301
4D
A-301
STOR
A110A
ELEC.
A108
S4iC
S4iC
A-5011A
A-5011B
A-5011C
A-5011D
A-5011E
A-5012E
A-5012D
A-5014D
A-5012B
6
12
1
1
1
1
1
1
1
222
2
3 3 3
A116AF 11
HM-001=
A118OH 1
A120OH 1
A119OH 1
A117OH 1
A103BF 6HM-002=F1
A10
0F
6
HM
-002
=F
1
A110AF 8HM-001=F1A110
NV 4HM-001=F1
A10
9F
9
HM
-001
=F
1
A10
8F
9
HM
-001
=F
1
A107AF 3HM-002=F1
A105F 7HM-001=F1
A106F 7HM-001=F1
A112F 7HM-001=F1
A111F 8HM-001=F1
A101F 4HM-001=F1
A10
3AF
3
HM
-001
=F
1
A10
2N
V
4H
M-0
01
=F
1
A10
7BF
3
HM
-002
=F
1
A11
5F
1
0H
M-0
03
=F
1
A11
6BF
1
0H
M-0
03
=F
1
11
11
11
11
AF1A15C
SPF075-D
SP
F075-D
SP
F075-D
A10
3CF
5
HM
-003
=F
1
A120AF 2HM-002=F1
A119AF 2HM-002=F1
TYP.
14
14
1414
S4-C
'
S4-C'S4-C'S4-C'S4-C'S4-C'S4-C'S
4-C
'S
4-C
'
100' - 0"
22' - 9" 27' - 3" 27' - 3" 22' - 9"
80' -
0"
5
6
2E
A-301
4E
A-301
2D
A-301
4D
A-301
A.F.F.ACP-1
9' - 0"
A.F.F.ACP-1
9' - 0"
A.F.F.ACP-1
9' - 0"
A.F.F.ACP-1
9' - 0"A.F.F.ACP-1
9' - 0"
A.F.F.ACP-1
9' - 0" A.F.F.ACP-1
9' - 0"
A.F.F.9' - 0"
A.F.F.9' - 0"
A.F.F.ACP-1
9' - 0"
A.F.F.9' - 0"
A.F.F.ACP-1
9' - 0"
A.F.F.ACP-1
9' - 0"
A.F.F.ACP-1
9' - 0"
10
A.F.F.11' - 6" A.F.F.11' - 5 3/8"
1 1
1
1
1
1
1
1
1
1
1
1111
3
4
4
4
7
78 888
9 999
10
10
10
1111
11
2E
A-301
7
6
3
1
4
2
5
87
6
1
3
4
2
5
786
1' - 5"1' - 10"
1' - 5"1' - 10"
3' - 4" 3' - 8"
6
2
3
1
4
5
7
8
1' - 5"2' - 0"
0' -
6"
0' -
2"
0' - 4 7/8"
09 22 16.C6 - INT STEEL STUDFRAMING, 3-5/8" @ 16" O.C.
09 29 00.B7 - INT GWB, 5/8" TYPE X
09 51 13.A2 - CEILING FINISH, REFARCHITECTURAL CEILING PLANS
2' - 6" 3' - 0"
CLEAR
+/- 3' - 4"
2' -
6"
1' -
8"
2' -
10"
OWNER-PROVIDEDREFRIGERATOR
24"D SINK BASECABINET
24"D BASECABINET
25"D PLASTIC LAMINATECOUNTER TOP
OWNER-PROVIDEDMICROWAVE
1' -
5"
2' -
9"
12"D WALL CABINET WITHMICROWAVE SHELF12"D WALL CABINET
C100 LOBBY WOC VWB PNT
ROOM # ROOM NAME FLOOR BASE NORTH
PNT
EAST
PNT
WEST
PNT
SOUTH CEILING
A100 APC-1
WALLS
C101 OFFICE VCT VWB PNT PNT PNT PNTA101 APC-1
C102 OFFICE/STOR VCT VWB PNT PNT PNT PNTA102 APC-1
C103 DRIVER'S LOUNGE VCT VWB PNT PNT PNT PNTA103 APC-1
C104 HALL VCT VWB PNT PNT PNT PNTA104 APC-1
C105 DRIVER'S RR RESIN VWB PNT PNT PNT PNTA105 GYP
C106 DRIVER'S RR RESIN VWB PNT PNT PNT PNTA106 GYP
C107 HALL VCT VWB PNT PNT PNT PNTA107 APC-1
C108 ELECTRICAL SC VWB PNT PNT PNT PNTA108 APC-1
C109 MECHANICAL SC VWB PNT PNT PNT PNTA109 EXPOSE
C110 OFFICE CPT VWB PNT PNT PNT PNTA110 APC-1
C110A STORAGE SC VWB PNT PNT PNT PNTA110A APC-1
C111 CUSTODIAL SC VWB PNT PNT PNT PNTA111 APC-1
C112 STAFF RR RESIN VWB PNT PNT PNT PNTA112 GYP
C115 PARTS STORAGE RESIN RESIN PNT PNT PNT PNTA115 GYP
C116 FLUID STORAGE RESIN RESIN PNT MTL PNT PNTA116 GYP
C117 SERVICE BAY A RESIN RESIN PNT - MTL -A117 EXPOSE
C118 SERVICE BAY B RESIN RESIN PNT MTL - -A118 EXPOSE
C119 SERVICE BAY C RESIN RESIN - - MTL MTLA119 EXPOSE
C120 SERVICE BAY D RESIN RESIN - MTL - MTLA120 EXPOSE
ROOM FINISH SCHEDULE
ABBREVIATIONS
ACP ACOUSTICAL PANEL CEILING (095113)CPT CARPET (096813)GYP GYPSUM BOARD CEILING (09290)MTL METAL LINER PANEL (074213)PNT PNT (099123 & 099600.99)RESIN RESINOUS FLOORING (096723)SC SEALED CONCRETEVCT VINYL COMPOSITE TILE (096519)VWB VINYL WALL BASE (096513)WOC WALK-OFF CARPET TILE (096813)
BUS WASH CURTAIN/DIVIDER:
Provide 68' long by 10' high retractable bus wash curtain/divider system asshown. Contractor shall verify final size and configuration with manufacturerand Owner. Verify all dimensions and construction conditions in the field.
18 oz. vinyl reinforced with a polyester mesh scrim
Clear 20 mil vinyl vision panel to allow a line of sight
Vinyl meets NFPA 701 & California State Fire Marshall standard
16 gauge galvanized steel track which resists rusting
Hemmed edges for a clean finish look
Resistant to all wash down chemicals
5 year warranty on curtain
Lifetime warranty on all hardware
Provide a bus wash curtain system by one of the following manufacturers oran equal product:
AKON Curtain and Divider - https://www.curtain-and-divider.com/wash-down-curtains/industrial-wash-bay-curtains/
AmCraft Manufacturing, Inc. -http://www.amcraftindustrialcurtainwall.com/car-wash-curtains/
QSD Inc. - http://www.qsd-inc.com/industrial-curtains/wash-bay-curtains/
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Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
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FIRST FLOOR PLANS -TRANSPORTATION
BUILDING A
AF1A1
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
AF
1A
1_ F
IRS
T F
LO
OR
PLA
NS
- T
RA
NS
PO
RT
AT
ION
BU
ILD
ING
A
1/8" = 1'-0"1A
FIRST TRANSPORTATION BLDG FLOOR PLAN
5.4.401 - RESTROOM ACCESSORY SCHEDULE
Type Mark Keynote Description Mounting Furnished By Installed By
1 10 28 00 GRAB BAR - 18" VERTICAL BOTTOM @ 40" AFF CONTRACTOR CONTRACTOR
2 10 28 00 GRAB BAR - 36" HORIZONTAL TOP @ 2'-11'' AFF CONTRACTOR CONTRACTOR
3 10 28 00 GRAB BAR - 42" HORIZONTAL TOP @ 2'-11'' AFF CONTRACTOR CONTRACTOR
4 10 28 00 TOILET TISSUE DISPENSER - DOUBLE BOTTOM @ 1'-6 AFF OWNER CONTRACTOR
5 08 31 13 ACCESS DOOR - 16" X 16" BOTTOM @ 40" AFF CONTRACTOR CONTRACTOR
6 10 28 00 PAPER TOWEL DISPENSER AND DISPOSAL DISPENSER OPENING @ 42" AFF OWNER CONTRACTOR
7 10 28 00 SOAP DISPENSER BOTTOM @ 4" ABOVE FIXTURE OWNER CONTRACTOR
8 10 28 13 MIRROR - 18" X 36" BOTTOM @ 4'' ABOVE FIXTURE CONTRACTOR CONTRACTOR
1/8" = 1'-0"4A
FIRST FLOOR RCP - TRANSPORTATION BLDG
PLAN NOTES
KEY NOTE
1 6” pipe bollard, reference detail 3B/A-501
2 077100 - Aluminum downspouts, 3”x4” with splash block.
3 077100 - Aluminum downspout (3"x4"), reference Roof Plan. Coordinate with C-Series forunderground installation and drain boot.
5 Spill containment platforms (by Owner).
6 Bus wash vinyl curtain system (see bus wash curtain note on sheet AF1A1).
11 083613 - Vehicle exhaust port
12 Exposed roof structure and deck.
14 Floor drain, see P-series drawings. Slope floor slab to drain. Typical
REFLECTED CEILING NOTES
KEY NOTE
1 095113 – Acoustical panel ceiling system, APC-1.
3 095113 – Acoustical panel ceiling hold-down clips.
4 Gypsum bulkhead, see detail 6C/AF1A1
5 Exposed structure. Prep all exposed structure, deck, piping, conduits and ductwork for finish.Reference I-series drawings for finish.
6 Suspended bus wash vinyl curtain system (see bus wash curtain note on sheet AF1A1).
7 077100 - Gutter, 5”x5”.
8 077100 - Downspout, 3”x4” with splash block.
9 077100 - Downspout (3"x4"), reference Roof Plan. Coordinate with C-Series for undergroundinstallation and drain boot.
10 083613 – Overhead coiling sectional service door. See Door Schedule.
11 Suspended gypsum ceiling
1/4" = 1'-0"6D
ENLARGED DRIVER'S REST ROOM PLANS - A105 & A106 1/4" = 1'-0"
5DENLARGED STAFF REST ROOM PLAN - A112
1 1/2" = 1'-0"6C
BULKHEAD DETAIL - TYPICAL 1/4" = 1'-0"
5CCASEWORK ELEVATION
# Revision Date
55' - 0" 54' - 0" 56' - 0" 56' - 0" 54' - 0" 55' - 0"90' -
0"
330' - 0"
35' - 0" 40' - 0" 35' - 0" 35' - 0" 40' - 0" 35' - 0" 35' - 0" 40' - 0" 35' - 0"
BUS BAY 36
B136
BUS BAY 34
B134
BUS BAY 32
B132
BUS BAY 30
B130
BUS BAY 28
B128
BUS BAY 26
B126
BUS BAY 24
B124
BUS BAY 22
B122
BUS BAY 20
B120
BUS BAY 35
B135
BUS BAY 33
B133
BUS BAY 31
B131
BUS BAY 29
B129
BUS BAY 27
B127
BUS BAY 25
B125
BUS BAY 23
B123
BUS BAY 21
B121
BUS BAY 19
B119
1B
A-301
B11
8AF
1
2H
M-0
02
=F
1
B12
0AF
1
2H
M-0
02
=F
1
B12
0O
H
1
B12
2O
H
1
B12
4O
H
1
B12
6O
H
1
B12
8O
H
1
B13
0O
H
1
B13
2O
H
1
B13
4O
H
1
B13
6O
H
1B
135
OH
1
B13
3O
H
1
B13
1O
H
1
B13
1AF
1
2H
M-0
02
=F
1
B12
9AF
1
2H
M-0
02
=F
1
B12
9O
H
1
B12
7O
H
1
B12
5O
H
1
B12
3O
H
1
B12
1O
H
1
B11
9O
H
1
B11
9AF
1
2H
M-0
02
=F
1
B11
7AF
1
2H
M-0
02
=F
1
B11
9O
H
1
B12
1O
H
1
B12
3O
H
1
5' - 0" 14' - 0" 1' - 0" 14' - 0" 2' - 0" 14' - 0" 10' - 0" 14' - 0" 2' - 0" 14' - 0" 1' - 0" 14' - 0" 10' - 0" 14' - 0" 1' - 0" 14' - 0" 2' - 0" 14' - 0" 10' - 0"
1' - 0" 3' - 4"
1' - 4"
3' - 4" 1' - 0"1' - 0" 3' - 4"
1' - 4"
3' - 4" 1' - 0"
B13
2AF
1
2H
M-0
02
=F
1
B13
0AF
1
2H
M-0
02
=F
1
1' - 0" 3' - 4"1' - 4"
3' - 4" 1' - 0" 1' - 0" 3' - 4"
1' - 4"
3' - 4" 1' - 0"
3A
A-301
M10-D
M10-D
M10-D
3
3
3
3
3
3
3
3
3
3
ENTER, TYP.
EXIT, TYP.
1212 12
1' - 0"
1' - 0"1' - 0"1' - 0"
3' - 4"
1' - 4"
3' - 4"3' - 4"
1' - 4"
3' - 4"
BUS BAY 17
B117
BUS BAY 15
B115
BUS BAY 13
B113
BUS BAY 11
B111
BUS BAY 9
B109
BUS BAY 7
B107
BUS BAY 5
B105BUS BAY 3
B103
BUS BAY 1
B101
BUS BAY 18
B118
BUS BAY 16
B116
BUS BAY 14
B114
BUS BAY 12
B112
BUS BAY 10
B110
BUS BAY 8
B108
BUS BAY 6
B106
BUS BAY 4
B104
BUS BAY 2
B102
B10
5AF
1
2H
M-0
02
=F
1B
106A
F
12
HM
-002
=F
1
B10
7AF
1
2H
M-0
02
=F
1B
108A
F
12
HM
-002
=F
1
B11
7AF
1
2H
M-0
02
=F
1B
118A
F
12
HM
-002
=F
1
B12
0AF
1
2H
M-0
02
=F
1B
119A
F
12
HM
-002
=F
1
B11
7O
H
1
B11
5O
H
1
B11
3O
H
1
B11
1O
H
1
B10
9O
H
1
B10
7O
H
1
B10
5O
H
1
B10
3O
H
1
B10
1O
H
1B
102
OH
1
B10
4O
H
1
B10
6O
H
1
B10
8O
H
1
B11
0O
H
1
B11
2O
H
1
B11
4O
H
1
B11
6O
H
1
B11
8O
H
1
1A
A-301
1B
A-301
10' - 0" 14' - 0" 2' - 0" 14' - 0" 1' - 0" 14' - 0" 10' - 0" 14' - 0" 1' - 0" 14' - 0" 2' - 0" 14' - 0" 10' - 0" 14' - 0" 2' - 0" 14' - 0" 1' - 0" 14' - 0" 5' - 0"
1' - 0" 3' - 4"
1' - 4"
3' - 4" 1' - 0"1' - 0" 3' - 4"
1' - 4"
3' - 4" 1' - 0"
M10-D
M10-D
M10-D
A-5012A
A-5015A
33333
33333
ENTER, TYP.
EXIT, TYP.
1212 12
90' -
0"
04 20 00.B4 - CMU, 10 IN
04 20 00.B9 - CMU BOND BEAM
09 22 16.C8 - INT STEEL STUDFRAMING, 6" @ 16" O.C.
2 LAYERS OF 5/8" FIRE RATEDGYPSUM WALL BOARD ONBOTH SIDES.
SEAL PERIMETER OF WALLWITH FIRE RATED SEALANT
EXTEND BARRIER TO UNDERSIDEOF ROOF DECK/PANELS. SEALPERIMETER OF WALL WITH FIRERATED SEALANT
CUT AROUND ROOF PURLINSAND PROVIDE FIRE CAULK TOSEAL AROUND EACH PURLIN ASREQUIRED TO MAINTAIN 2-HOURFIRE BARRIER RATING.
N
123456
A
B
C
D
E
123456
A
B
C
D
E
Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
6/1
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ing.r
vt
2016-010.GTC
06.12.2017
FIRST FLOOR PLANS -BUS STORAGE BUILDING
B
AF1B1
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
AF
1B
1_ F
IRS
T F
LO
OR
PLA
NS
- B
US
ST
OR
AG
E B
UIL
DIN
G B
1/32" = 1'-0"1E
KEY PLAN - BUS STORAGE BLDG
1/8" = 1'-0"3C
FIRST FLOOR PLAN - BUS STORAGE BLDG UNIT A
1/8" = 1'-0"1A
FIRST FLOOR PLAN - BUS STORAGE BLDG UNIT B
PLAN NOTES
KEY NOTE
1 6” pipe bollard, reference detail 3B/A-501
2 077100 - Aluminum downspouts, 3”x4” with splash block.
3 077100 - Aluminum downspout (3"x4"), reference Roof Plan. Coordinate with C-Series forunderground installation and drain boot.
5 Spill containment platforms (by Owner).
6 Bus wash vinyl curtain system (see bus wash curtain note on sheet AF1A1).
11 083613 - Vehicle exhaust port
12 Exposed roof structure and deck.
14 Floor drain, see P-series drawings. Slope floor slab to drain. Typical
# Revision Date
1/2" = 1'-0"5A
WALL SECTION - 2 HOUR FIRE RATED
SLO
PE
1:1
2S
LO
PE
1:1
2
1
2
3
4
5
6
7
34' - 1 1/8" 30' - 0" 36' - 1 1/8"
1
2
3 33
44 4
6
SLO
PE
1:1
2
SLO
PE
1:1
2
SLO
PE
1:1
2
SLO
PE
1:1
2
48' - 1 1/8" 14' - 0" 96' - 0" 14' - 0" 96' - 0" 14' - 0" 48' - 1 1/8"
48' - 1 1/8" 14' - 0" 96' - 0" 14' - 0" 96' - 0" 14' - 0" 48' - 1 1/8"
1
4
5
6
71
1
2
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
N
123456
A
B
C
D
E
123456
A
B
C
D
E
Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
6/1
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3 P
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ing.r
vt
2016-010.GTC
06.12.2017
ROOF PLAN & ROOFDETAILS - BUILDINGS A &
B
AR100
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
AR
100_ R
OO
F P
LA
N &
RO
OF
DE
TA
ILS
- B
UIL
DIN
GS
A &
B
3/32" = 1'-0"1C
ROOF PLAN - TRANSPORTATION BLDG
ROOF PLAN NOTES
KEY NOTE
1 074113.16 - Metal standing seam roof system
2 077100 – Metal Gutter, 5”x5”.
3 077100 – Metal downspout, 3”x4” with splash block.
4 077100 - Metal downspout (3”x4”), reference Roof Plan. Coordinate with C-Series forunderground installation and drain boot.
5 074113.16 – Snow and ice Guard, bar type.
6 Not Used
7 Not Used
3/32" = 1'-0"1A
ROOF PLAN - BUS STORAGE BLDG
# Revision Date
1
2
3
4 6
7
8
2D
A-301
4D
A-301
9
1
4
BEYOND
44 66
7
8
7
8
3
SPECSECTION
EXTERIOR FINISH SCHEDULE
MAT'L COLOR: BASIS OF DESIGN
THIS LEGEND IS PROVIDED FOR REFERENCE PURPOSES ONLY. PRODUCTS/COLORSINDICATED ARE BASED ON BASIS-OF-DESIGN MANUFACTURERS. REFER TOSPECIFICATIONS FOR LIST OF ACCEPTED EQUAL MANUFACTURERS/PRODUCTS.
079200 SEALANTS ALL SEALANTS USED IN MASONRY CONTROL JOINTSSHALL MATCH THE MASONRY MORTAR.
ALL SEALANTS USED IN EXPOSED CONCRETE SHALLMATCH THE SURROUNDING COLOR CONCRETE,UNLESS NOTED OTHERWISE.
ALL SEALANTS USED TO SEAL AROUND EXTERIORWINDOWS AND DOOR FRAMES SHALL MATCH THEWINDOW AND DOOR FRAME FINISH COLOR.
ALL SEALANTS USED TO SEAL THE EXTERIOR METALWALL/ROOF PANEL SHALL MATCH THE WALL/ROOFPANEL FINISH COLOR.
083323 OVERHEADCOILING DOORS
COLOR TO MATCH MBCI Signature 300 'Almond'
099600.99 HIGHPERFORMANCECOATING
HOLLOW METAL DOOR, DOOR FRAME AND WINDOWFRAME: MATCH MBCI Signature 300 'Almond'
CMU: Match MBCI Signature 300 'Almond'
PIPE BOLLARD: COLOR TO MATCH "SAFETY YELLOW"
042000 BRICK BRICK TYPE A: Basis of design - Belden 'Landmark GrayVelour'.
072400 DEFS/STUCCO COLOR TO MATCH STO 32136 'Sandlewood'.
074113.16 STANDING-SEAMMETAL ROOF
COLOR TO MATCH MBCI Signature 300 'Medium Bronze'
074213 METAL WALL LINERPANEL
COLOR TO MATCH MBCI Signature 300 'Almond'
077100 ALUM GUTTERALUM DOWNSPOUT
COLOR TO MATCH MBCI Signature 300 'Medium Bronze'
083613 SECTIONALDOORS
COLOR TO MATCH MBCI Signature 300 'Almond'
085113 ALUM WINDOWS COLOR TO MATCH MBCI Signature 300 'Almond'FIRST FLOOR0' - 0"
2E
A-301
4E
A-301
121
121
5
9
10
3
4
1
6
10
13
99
2D
A-301
4D
A-301
5
9
3
1
6
5
BEYOND
9
BEYOND
5 5
6 6
3
FIRST FLOOR0' - 0"
2E
A-301
4E
A-301
121
121
5
9
10
3
4
1
6
10
3 1
99
121
121
5
31
6
1
5
3
5
10
2
1
6
1010
555555555
66
101010101010
2
11
2
101010101010101010
66
5
10
2
1
6
10 10
6
5 5 5 5
6
5 5 5 5 5
6 6
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
2
1
2
1
121
121
5
1
6
13
5
3
N
123456
A
B
C
D
E
123456
A
B
C
D
E
Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
6/1
3/2
017 2
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0 P
M
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ing.r
vt
2016-010.GTC
06.12.2017
EXTERIOR BUILDINGELEVATIONS - BUILDING A
& B
A-201
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
A-2
01_ E
XT
ER
IOR
BU
ILD
ING
ELE
VA
TIO
NS
- B
UIL
DIN
G A
& B
1/8" = 1'-0"4E
NORTH ELEVATION - TRANSPORTATION BLDG
EXTERIOR ELEVATION NOTES
KEY NOTE
1 074113.16 - STANDING -SEAM METAL ROOF SYSTEM
2 074113.16 - SNOW GUARD/SNOW DAM, BAR TYPE.
3 077100 - ALUMINUM GUTTER, 5"X5".
4 077100 - ALUMINUM DOWNSPOUT, 3"X4" WITH SPLASH BLOCK.
5 077100 - ALUMINUM DOWNSPOUT, 3"X4" TO DRAIN BOOT. COORDINATE WITHC-SERIES DRAWINGS.
6 METAL VERTICAL WALL SIDING (AVP).
7 METAL DRIP TRIM/WINDOW SILL
8 042000 - BRICK VENEER WATER TABLE
9 PIPE BOLLARD. SEE DETAIL 3B/A-501.
10 083613 - SECTIONAL OVERHEAD SERVICE DOOR. SEE DOOR & FRAME SCHEDULE.
1/8" = 1'-0"2E
EAST ELEVATION - TRANSPORTATION BLDG
1/8" = 1'-0"4D
SOUTH ELEVATION - TRANSPORTATION BLDG 1/8" = 1'-0"2D
WEST ELEVATION - TRANSPORTATION BLDG
3/32" = 1'-0"1B
EAST ELEVATION - BUS STORAGE BLDG
3/32" = 1'-0"1C
NORTH ELEVATION - BUS STORAGE BLDG
3/32" = 1'-0"1A
SOUTH ELEVATION - BUS STORAGE BLDG
3/32" = 1'-0"4B
WEST ELEVATION - BUS STORAGE BLDG
# Revision Date
2E
A-3014E
A-301
12
112
1
J K L2E
A-301
4E
A-301
A-3113A
A-3111A
A-3112A
12
1
12
1
1169 SF
SERVICE BAY C
A119
1135 SF
SERVICE BAY A
A117
650 SF
DRIVER'S LOUNGE
A103
313 SF
LOBBY
A100
2D
A-301
4D
A-301
A-3114A
A-3115A
11 1312 14 15
2D
A-301
4D
A-301
A-3116A
A-3121A
121
121
A-3123A
A-3124A
FOUNDATION PLAN -BUILDING B
0' - 0"
ROOF FRAMING PLAN -BUILDING B
14' - 4 1/4"
ROOF FRAMING PLAN -BUILDING A
18' - 4 1/4"
CA B D E
A-3122A
1211
12
N
123456
A
B
C
D
E
123456
A
B
C
D
E
Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
6/1
3/2
017 2
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5 P
M
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_R
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ing.r
vt
2016-010.GTC
06.12.2017
BUILDING SECTIONS -BUILDING A & B
A-301
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
A-3
01_ B
UIL
DIN
G S
EC
TIO
NS
- B
UIL
DIN
G A
& B
1/8" = 1'-0"2D
BUILDING SECTION - TRANSPORTATION BLDG A 1/8" = 1'-0"
4DBUILDING SECTION - TRANSPORTATION BLDG A
1/8" = 1'-0"2E
BUILDING SECTION - TRANSPORTATION BLDG A 1/8" = 1'-0"
4EBUILDING SECTION - TRANSPORTATION BLDG A
3/32" = 1'-0"1A
BUILDING SECTION - BUS STORAGE BLDG B
3/32" = 1'-0"1B
BUILDING SECTION - BUS STORAGE BLDG B
3/32" = 1'-0"3A
BUILDING SECTION - BUS STORAGE BLDG B
# Revision Date
A-3112D
A-3111E
PREFINISHED METAL LINERPANEL SYSTEM. PBR PANEL.TYPICAL
033000 - CAST-IN-PLACECONCRETE SLAB, SEE S-SERIESDWGS.
TOP OFICF6 WALL18'-0" AFF
PREFINISHED METAL WALL PANELSYSTEM. AVP PANEL. TYPICAL
PRE-ENGINEERED BUILDINGSTRUCTURAL GIRT. TYPICAL
BATT INSULATION PER PRE-ENGINEERED BUILDINGMANUFACTURER
07 21 00.B2 - PERIMETER/UNDERSLABINSULATION, 2" THK, 24" HORIZ. MIN.
A-3116E
10' -
0"
10' -
8"
VIF
M10-D
09 51 13.B2 - ACOUSTICAL PANELCEILING, APC-1
03 30 00.A5 - ISOLATION JOINT, REFS-SERIES DWGS
03 30 00 - CONC SLAB,REF S-SERIES DWGS
04 20 00.B4 - CMU, 10 IN
3/4" PLYWOOD SHEATHING,PRIMED AND PAINTED
BATT INSULATIONWITH VAPOR BARRIER
2X6 WOOD STUDFRAMING AT 16" O.C.BRANCE WALL ASREQUIRED.
A-3114D
A-3114E
TOP OFICF6 WALL18'-0" AFF
A-3111E
Sim
A-3113D
07 21 00.B2 - PERIMETER/UNDERSLABINSULATION, 2" THK, 24" HORIZ. MIN.
A-3111C
SUSPENDED GYPSUM SHEATHINGCEILING, 5/8" WITH 6" METAL STUDFRAMING AT 24" O.C.. REF RCP.
07 21 00.B2 - PERIMETER/UNDERSLABINSULATION, 2" THK, 24" HORIZ. MIN.
TOP OFICF6 WALL18'-0" AFF
A-3111C
Sim
A-3114E
Sim
A-3114D
Sim
07 21 00.B2 - PERIMETER/UNDERSLABINSULATION, 2" THK, 24" HORIZ. MIN.
A-3116D
TOP OFICF6 WALL18'-0" AFF
A-3111C
Sim
07 21 00.B2 - PERIMETER/UNDERSLABINSULATION, 2" THK, 24" HORIZ. MIN.
METAL LINER PANEL, PBR PANEL
STANDING SEAM METAL ROOFINGPANEL, DOUBLE-LOCK DLK.
METAL GUTTER ANDDOWNSPOUT SYSTEM PERPER-ENGINEERED BUILDINGMANUFACTURER.
BLANKET INSULATION WITHHEAVY DUTY VAPORBARRIER/LINER.
STEEL ROOF PURLIN PERPRE-ENGINEERED BUILDINGMANUFACTURER.
METAL WALL PANEL,AVP PANEL
STEEL STRUCTURAL GIRT PERPRE-ENGINEERED BUILDINGMANUFACTURER
12
1
03 30 00 - CONCRETE FOUNDATION,SEE S-SERIES DWGS.
03 30 00.A3 - CONC SLAB, REFS-SERIES DWGS
BLANKET INSULATION WITHHEAVY DUTY VAPORBARRIER/LINER
STEEL STRUCTURAL GIRT PERPRE-ENGINEERED BUILDINGMANUFACTURER
METAL LINER PANEL,PBR PANEL.
METAL PANEL, AVP PANEL.TYPICAL
07 21 00.B2 - PERIMETER/UNDERSLABINSULATION, 2" THK, 24" HORIZ. MIN.
03 30 00 - SERVICE BAY CONCRETESLAB, REF S-SERIES DWGS.
M10-D
096723 - RESINOUS FLOORING,SEE I-SERIES DWGS.
03 30 00 - CONCRETE GRADEBEAM, SEE S-SERIES DWGS.
09 65 13.B1 - RESILIENT WALL BASE
03 30 00.A5 - ISOLATION JOINT, REFS-SERIES DWGS
03 30 00.A3 - CONC SLAB, REFS-SERIES DWGS
TOP OFICF6 WALL18'-0" AFF
BLANKET INSULATION WITH HEAVYDUTY VAPOR BARRIER/LINER.
STANDING SEAM METALROOFING PANEL, DOUBLE-LOCK DLK.
STEEL STRUCTURAL GIRT PERPRE-ENGINEERED BUILDINGMANUFACTURER.
METAL STANDING SEAM METALROOF EDGE TRIM/FASCIA.
METAL WALL PANEL, AVP PANELPRE-FINISHED METALCOVER. FINISH TOMATCH AVP WALLPANELS.
083613 - OVERHEADSECTIONAL DOOR, ELECTRICWITH REMOTE.
STEEL HEADER PER PRE-ENGINEERED BUILDINGMANUFACTURER.
METAL WALL PANELS, AVPPANEL. TYPICAL
BATT INSULATION WITH VAPORBARRIER PER PRE-ENGINEERED BUILDINGMANUFACTURER.
METAL LINER PANEL,PBR PANEL. TYPICAL
079200 - JOINT SEALANT,CONTINUOUS ENTIRE FRAME.
079200 JOINT SEALANT,CONTINUOUS ENTIREPERIMETER.
PREFINISHED METAL WALLPANEL, AVP PANEL. TYPICAL
WALL PANEL WINDOW HEADTRIM PER PRE-ENGINEEREDMETAL BUILDINGMANUFACTURER
S4-C'
BATT INSULATION WITH VAPORBARRIER PER PRE-ENGINEEREDBUILDING MANUFACTURER
085113 - ALUMINUMWINDOW SYSTEM
WOOD WINDOW STOOL, PAINTED.
WOOD STOOL APRON, PAINTED.
2X4 WOOD STUD FRAMINGAT 16' O.C.
AIR BARRIER
04 20 00 - FACE BRICK
07 20 00 - AIR SPACE09 29 00.B7 - INT GWB, 5/8" TYPE X
STEEL STRUCTURAL GIRT PERPRE-ENGINEERED BUILDINGMANUFACTURER
BLANKET INSULATION WITHHEAVY DUTY VAPORBARRIER
06 16 00.D12 - WOOD PANELSHEATHING, 1/2"
085113 - ALUMINUMWINDOW SYSTEM.
METAL WINDOWSILL/FLASHING,CONTINUOUS.
09 65 13.B1 - RESILIENT WALL BASE
09 29 00.B7 - INT GWB, 5/8" TYPE X
METAL BASE ANGLE PER PRE-ENGINEERED BLDG MANUFACTURER
2X4 WOOD STUD FRAMINGAT 16" O.C.
BLANKET INSULATION WITHVAPOR BARRIER
STEEL GIRT PER PRE-ENGINEEREDBLDG MANUFACTURER
04 20 00.O6 - BRICK VENT @ 24" O.C.
04 20 00.O1 - FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS
04 20 00.N2 - CAVITY DRAINAGEMATERIAL
04 20 00.O5 - STAINLESS STEELTERMINATION BAR
04 20 00.F1 - FACE BRICK
06 16 00.D12 - WOOD PANELSHEATHING, 1/2"
AIR BARRIER
03 30 00 - CONCRETEFOUNDATION. SEE S-SERIESDWGS.
07 21 00.B2 - PERIMETER/UNDERSLABINSULATION, 2" THK, 24" HORIZ. MIN.
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Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
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2016-010.GTC
06.12.2017
WALL SECTIONS -BUILDING A
A-311
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
A-3
11_ W
ALL S
EC
TIO
NS
- B
UIL
DIN
G A
1/2" = 1'-0"1A
WALL SECTION @ SERVICE BAYS 1/2" = 1'-0"
2AWALL SECTION - BETWEEN LOUNGE & OFFICE
1/2" = 1'-0"3A
WALL SECTION @ OFFICE 1/2" = 1'-0"
4AWALL SECTION @ GABLE END SERVICE BAY
1/2" = 1'-0"5A
WALL SECTION @ GABLE END LOUNGE 1/2" = 1'-0"
6AWALL SECTION @ SERVICE DOOR
1" = 1'-0"1E
GUTTER DETAIL
1" = 1'-0"2D
FOUNDATION DETAIL - TYPICAL
1" = 1'-0"6E
WALL DETAIL
1" = 1'-0"1C
EAVE DETAIL
1" = 1'-0"6D
SECTIONAL DOOR HEAD DETAIL
1" = 1'-0"4E
WINDOW HEAD DETAIL, TYPICAL
1" = 1'-0"4D
WINDOW SILL DETAIL, TYPICAL.
# Revision Date
1" = 1'-0"3D
Detail 18
TOP OF ICF614'-0" AFF
A-3111E
Sim
A-3116D
Sim
SITE PAVING, SEEC-SERIES DWGS
03 30 00 - CONCRETEFOUNDATION. SEE S-SERIES DWGS.
03 30 00 - CONC. FLOORSLAB. SEE S-SERIESDWGS.
TOP OF ICF614'-0" AFF
FINISH FLOOR0'-0" AFF
A-3111E
Sim
A-3112D
Sim
FINISH GRADE, SEEC-SERIES DWGS
03 30 00 - CONCRETEFOUNDATION. SEE S-SERIES DWGS.
03 30 00 - CONC. FLOORSLAB. SEE S-SERIES DWGS.
FINISH FLOOR0'-0" AFF
A-3112D
Sim
A-3111C
Sim
03 30 00 - CONC. FOUNDATION.SEE S-SERIES DWGS.
03 30 00 - CONC.FLOOR SLAB. SEE S-SERIES DWGS.
A-3124D
03 30 00 - CONC. FLOOR SLAB.SEE S-SERIES DWGS.
03 30 00 - CONC. FOUNDATION.SEE S-SERIES DWGS.
04 20 00.B4 - CMU, 10 IN
09 29 00 - 2 LAYERS OF5/8" FIRE RATED GWB ONBOTH SIDES
SEAL JOINT WITH FIRERATED SEALANT TOCONTINUE RATING
04 20 00.B9 - CMU BOND BEAM
09 22 16.C8 - INT STEEL STUDFRAMING, 6" @ 16" O.C.
2' -
8"
03 30 00 - CONC.FLOOR SLAB.SEE S-SERIES DWGS.
N
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A
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C
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123456
A
B
C
D
E
Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
6/1
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2016-010.GTC
06.12.2017
WALL SECTIONS -BUILDING A & B
A-312
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
A-3
12_ W
ALL S
EC
TIO
NS
- B
UIL
DIN
G A
& B
1/2" = 1'-0"1A
WALL SECTION @ BUILDING B 1/2" = 1'-0"
2AWALL SECTION @ BUILDING B
1/2" = 1'-0"3A
WALL SECTION @ BUILDING B 1/2" = 1'-0"
4ARATED WALL SECTION @ BUILDING B
# Revision Date
1" = 1'-0"4D
2-HOUR BARRIER WALL DETAL
STEEL PER-ENGINEEREDBUILDING STRUCTURE
STRUCTURAL GIRT
METAL WALL PANELS,AVP PANEL. TYPICAL
METAL LINER PANEL,PBR PANEL. TYPICAL
BATT INSULATION PER PRE-ENGINEERED BUILDINGMANUFACTURER
METAL DOWNSPOUT
6" PIPE BOLLARD,REFERENCE C-SERIES DWGS.
PRE-FINISHED METAL COVER,FINISH TO MATCH METAL EXTERIORPANELS.
083613 - OVERHEADSECTIONAL DOOR, ELECTRICWITH REMOTE.
SECTIONAL DOOR FRAMING.STRUCTURAL GIRT
METAL WALL PANEL,AVP PANEL. TYPICAL
BATT INSULATION PERPER-ENGINEEREDBUILDING MANUFACTURER
METAL LINER PANEL,PBR PANEL. TYPICAL
M10-D
STRUCTURAL GIRT
METAL WALL PANELS,AVP PANEL. TYPICAL
BATT INSULATION PER PER-ENGINEERED BUILDINGMANUFACTURERMETAL LINER PANEL,
PBR PANEL. TYPICAL
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
M10-C
STRUCTURAL GIRT PERPER-ENGINEERED BUILDINGMANUFACTURER
METAL WALL PANELS,AVP PANEL. TYPICAL
METAL LINER PANEL,PBR PANEL. TYPICAL
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
S4-C
'
BATT INSULATION PER PRE-ENGINEERED BUILDINGMANUFACTURER
PROVIDE ADDITIONALINSULATION/BLOCKING TOCLOSE AIR PATH FROM SERVICEBAY/FLUIDS ROOM INTO THEOFFICE SIDE OF THE BUILDING.
STRUCTURAL GIRT
2X4 WOOD STUD FRAMINGAT 16" O.C.
METAL DOWNSPOUT
3' -
2"
09 29 00.B7 - INT GWB, 5/8" TYPE X
METAL FLASHING/BRICK CAP BELOW
METAL WALL PANELS, AVP PANEL.TYPICAL
STEEL PRE-ENGINEEREDBUILDING STRUCTURE
BATT INSULATION PER PRE-ENGINEERED BUILDINGMANUFACTURER
0' - 10"
S4iC
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
085113 - ALUM WINDOW,SLIDING.
METAL FLASHING/BRICK CAP BELOW
METAL WALL PANELS, AVP PANEL. TYPICAL
S4-C'
METAL WINDOWSTOOL/BRICK CAP, BELOW
WOOD WINDOW STOOL,BELOW
M10-C
S4-C'
S4iC
081113 - HOLLOW METAL FRAME ANDDOOR, SEE DOOR OPENING SCHEDULE.
M10-C
M10-C
S4iC S4-C'
081113 - HOLLOW METAL FRAME ANDDOOR, SEE DOOR OPENING SCHEDULE.
M10-D
07 92 00.B2 - JOINT SEALANT
07 92 00.B1 - JOINT SEALANT W/BACKER ROD
081113 - HOLLOW METAL FRAMEAND DOOR, SEE DOOR OPENINGSCHEDULE.
S4-C
'
METAL LINER PANEL,PBR PANEL. TYPICAL
STRUCTURAL GIRT
METAL WALL PANELS,AVP PANEL. TYPICAL
BATT INSULATION PERPRE-ENGINEEREDBUILDINGMANUFACTURER
PROVIDE ADDITIONALINSULATION/BLOCKING TOCLOSE AIR PATH FROMSERVICE BAY INTO OFFICESIDE OF THE BUILDING
083613 - OVERHEADSECTIONAL DOOR, ELECTRICWITH REMOTE.
PREFINISHED METALCOVER, FINISH TOMATCH AVP WALLPANEL
SECTIONAL DOOR FRAMING,SEE ELEVATION 5A/A-501.
STEEL PRE-ENGINEEREDBUILDING STRUCTURE
STRUCTURAL GIRT
METAL WALL PANELS,AVP PANEL. TYPICAL
METAL DOWNSPOUT
2 HOUR RATED WALLCONSTRUCTION. EXTEND WALLTO BOTTOM OF ROOFDECK/PANEL. CUT WALLAROUND ROOF PURLINS ANDSEAL WITH FIRE SEALANT
079200 - SEALANT, ENTIREPERIMETER OF FRAME, TYPICALBOTH SIDES.
081113 - DOOR & FRAME, REFDOOR SCHEDULE
09 22 16.C8 - INT STEEL STUDFRAMING, 6" @ 16" O.C.
09 29 00 - 2 LAYERS OF 5/8" FIRERATED GWB ON BOTH SIDES.
METAL TRIM/CLOSER. CONTINIUOUS
METAL WALL PANELS,AVP PANEL. TYPICAL
2-HOUR FIRE BARRIER ABOVE 2'-8" AFF
0' -
6"
3' -
0"
4' -
0"
0' - 6"
0' - 6"
0' - 6"
FINISH GRADE
CONCRETE FOOTING,MIN. 6" COVER.
BOLLARD, 6" DIAMETER, 1/4"MIN. THICK, GALVANIZEDPIPE FILLED WITHCONCRETE
CONCRETE CROWN CAP,1/2" HIGHER THAN THEPIPE.
PRIME AND PAINT BOLLARDWITH HIGH PERFORMANCECOATING SYSTEM.
2-HOUR FIRE BARRIER BELOW 2'-8" AFF
METAL WALL PANELS,AVP PANEL. TYPICAL
2-HOUR RATED BARRIERWALL CONSTRUCTION.EXTEND WALL FROMFINISH FLOOR TO 2'-8"AFF.
079200 - SEALANT,ENTIRE PERIMETER OFFRAME, BOTH SIDES.TYPICAL
METAL TRIM/CLOSER,CONTINUOUS.
081113 - DOOR &FRAME, REF DOORSCHEDULE
PROVIDE FIREBLOCKING/SEALANT TOCONTINUE FIRE BARRIER TOEXTERIOR WALL PANEL.
N
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A
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Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
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2016-010.GTC
06.12.2017
TYPICAL DETAILS -BUILDING A & B
A-501
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
A-5
01_ T
YP
ICA
L D
ET
AIL
S -
BU
ILD
ING
A &
B
1" = 1'-0"1A
PLAN DETAIL
1" = 1'-0"1B
PLAN DETAIL
1" = 1'-0"1C
PLAN DETAIL
1" = 1'-0"1D
PLAN DETAIL
1" = 1'-0"1E
PLAN DETAIL
1" = 1'-0"2E
PLAN DETAIL
1" = 1'-0"2D
PLAN DETAIL 1" = 1'-0"
4DPLAN DETAIL
1" = 1'-0"2B
PLAN DETAIL
1" = 1'-0"2A
PLAN DETAIL - BUS STOR BLDG B 1" = 1'-0"
5APLAN DETAIL - BUS STOR BLDG B
1/2" = 1'-0"3B
PIPE BOLLARD DETAIL
# Revision Date
1" = 1'-0"4A
2-HOUR BARRIER PLAN DETAIL - BUS STOR BLDG B
GENERAL NOTES
A. This Door Schedule(s) is furnished for whatever assistance it may afford theContractor. Do not consider it as entirely inclusive. Carefully examine the Drawings(especially the Floor Plans) and the Specifications to determine the extent of door andframe quantities required (including interior borrowed lite or sidelite openings). Shouldany particular door, frame, or interior borrowed lite or sidelite shown on the Drawings beinadvertently omitted from this Schedule, supply same as required for similar openings.
B. The "QTY" column designates the number of leaves in the opening. The "DoorWidth" column designates the total width of all leaves. In multiple leaf conditions, theleaves shall equally divide the "Door Width" unless noted otherwise; however, the activeleaf shall not be less than 3'-0" wide.
C. Door Type "X" denotes a frame with no door such as a borrowed lite, referenceFrame Elevations.
D. An asterisk (*) in a dimension denotes a width that varies, reference plans, elevations,details and schedules.
E. Verify locksets with the Owner during submittals.
F. All door frames shall be hollow metal unless noted otherwise.
G. All door frames in masonry wall shall have a 4" head unless noted otherwise.
H. All hollow metal door frames in stud walls shall be wrap-around frames and all hollowmetal door frames in masonry walls shall be butt frames unless noted otherwise.
ABBREVIATIONS
AL AluminumHM Hollow MetalST SteelWD WoodTG Tempered GlazingIG Insulated GlazingLG Laminated GlazingFG Frosted GlazingSP Spandrel Panel
DOOR & FRAME SCHEDULE NOTESSee Door Schedule
1. Provide 4" head at door frame.
SEE SCHED.
SE
E S
CH
ED
.
F
SEE SCHED.
SE
E S
CH
ED
.
NV
3' -
6"
2' -
10"
0' - 6" 0' - 6"
F1
0' - 2" 0' - 2"
0' -
2"
SE
E S
CH
ED
.
SEE SCHED.
N
123456
A
B
C
D
E
123456
A
B
C
D
E
Project No.
Project Date
Produced
These Drawings and Specifications, and all copiesthereof are and shall remain the property and copyright ofthe Architect. They shall be used only with respect to this
Project and are not to be used on any other Project orWork without prior written permission from the Architect.
KEY PLAN
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2016-010.GTC
06.12.2017
DOOR AND FRAMESCHEDULE - BUILDING
A&B
A-601
Designer Author
GreencastleCommunity School
Corporation
GreencastleTransportation
Center
2016-0
10.G
TC
_G
reencastle C
om
munity S
chool C
orp
ora
tion_G
reencastle T
ransport
ation C
ente
r_
800 Tennessee StreetGreencastle, IN 46135
A-6
01_ D
OO
R A
ND
FR
AM
E S
CH
ED
ULE
- B
UIL
DIN
G A
&B
1/8" = 1'-0"
5.4.601 - DOOR AND FRAME LEGEND
1/4" = 1'-0"
5.4.602 - DOOR PANEL ELEVATIONS
DOOR & FRAME SCHEDULE
MARK
DOOR PANEL FRAME
LABELHDWR
SET NOTES MARKTYPE QTY MATL GLAZ
SIZE
MARK MATL GLAZH W TH
A100 F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 6 A100
A101 F 1 HM TG 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 4 A101
A102 NV 1 WD TG 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 4 A102
A103A F 1 HM TG 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 3 A103A
A103B F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 6 A103B
A103C F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 5 1 A103C
A105 F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 7 A105
A106 F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 7 A106
A107A F 1 HM TG 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 3 A107A
A107B F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 3 1 A107B
A108 F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 9 A108
A109 F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 9 A109
A110 NV 1 WD TG 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 4 A110
A110A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 8 A110A
A111 F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 8 A111
A112 F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 7 A112
A115 F 2 HM -- 7' - 0" 6' - 0" 0' - 1 3/4" F1 HM -- 10 1 A115
A116A F 2 HM -- 7' - 0" 6' - 0" 0' - 1 3/4" HM -- 11 A116A
A116B F 2 HM -- 7' - 0" 6' - 0" 0' - 1 3/4" F1 HM -- 10 1 A116B
A117 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 A117
A118 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 A118
A119 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 A119
A119A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 2 A119A
A120 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 A120
A120A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 2 A120A
B101 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B101
B102 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B102
B103 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B103
B104 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B104
B105 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B105
B105A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B105A
B106 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B106
B106A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B106A
B107 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B107
B107A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B107A
B108 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B108
B108A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B108A
B109 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B109
B110 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B110
B111 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B111
B112 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B112
B113 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B113
B114 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B114
B115 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B115
B116 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B116
B117 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B117
B117A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B117A
B118 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B118
B118A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B118A
B119 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B119
B119A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B119A
B120 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B120
B120A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B120A
B121 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B121
B122 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B122
B123 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B123
B124 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B124
B125 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B125
B126 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B126
B127 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B127
B128 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B128
B129 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B129
B129A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B129A
B130 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B130
B130A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B130A
B131 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B131
B131A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B131A
B132 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B132
B132A F 1 HM -- 7' - 0" 3' - 0" 0' - 1 3/4" F1 HM -- 12 B132A
B133 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B133
B134 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B134
B135 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B135
B136 OH 1 ST -- 12' - 0" 14' - 0" 0' - 3" -- 1 B136
1/4" = 1'-0"
5.4.603 - DOOR FRAME ELEVATIONS
# Revision Date