CONCRETE
CMU
PLYWOOD
GYPSUM
STEEL
BRICK
ROUGH LUMBER
FINISH LUMBER
RIGID INSULATION
BATT INSULATION
DETAIL NUMBER
SHEET NUMBER
EXTERIOR ELEVATION
DETAIL NUMBER
BUILDING SECTION
SHEET NUMBER
DETAIL NUMBER
WALL SECTIONSHEET
NUMBER DETAIL NUMBER
INTERIOR ELEVATIONSHEET
NUMBER
1
WINDOW TAG
DOOR TAG
KEYNOTE TAG
PARTITION TAG
REVISION TAG
DETAIL CALLOUT
DETAIL NUMBER
SHEET NUMBER
A-XXX
XX
XX
XX XX
A-XXX
XX
A-XXX
XX
A-XXX
XX
A-XXX
XX
2-6A
A
101
054000.D01
E COLLEGE DR
LCCC
I-80
I-25
W LIN
COLN
WAY
S G
RE
EL
EY
HW
Y
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/5
/2018
1:3
5:2
8 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
G-001
COVER ANDGENERALINFORMATION
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
Checker
Author
11738.001
Approver
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
INDEX ARCHITECTURAL SHEETSA-111 FIRST FLOOR PLAN
A-121 FIRST FLOOR REFLECTED CEILING PLAN
A-141 FIRST FLOOR FINISH PLAN
A-150 FIRST FLOOR FURNITURE PLAN
A-300 BUILDING SECTIONS
A-411 ENLARGED FINISH PLAN AND DETAILS
A-420 INTERIOR ELEVATIONS
A-520 INTERIOR DETAILS
A-521 INTERIOR DETAILS
A-522 CEILING DETAILS
A-610 DOOR, WINDOW & STOREFRONT SCHEDULE & TYPES
INDEX GENERAL SHEETSG-001 COVER AND GENERAL INFORMATION
G-101 FIRST FLOOR CODE PLAN
SHEET INDEX
A/C AIR CONDITIONINGABV ABOVEACST ACOUSTIC, ACOUSTICALADAAMERICANS WITH DISABILITIES ACTADJ ADJUSTABLEADJT ADJACENTAFF ABOVEFINISH FLOORALT ALTERNATEALUM ALUMINUMANOD ANODIZEDARCH ARCHITECT,ARCHITECTURALASPH ASPHALTASSY ASSEMBLYAUTO AUTOMATIC
BATT BATT INSULATIONBKR BACKER RODBD BOARDBF BOTH FACESBLDGBUILDINGBLKG BLOCKINGBLW BELOWBM BEAMBN BULLNOSEBOS BOTTOM OFSTEELBOT BOTTOMBRG BEARINGBS BOTH SIDESBSMT BAsem*nTBTWN BETWEENBURBUILT UP ROOFINGBW BOTH WAYSBYND BEYOND
CG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCL CENTERLINECLG CEILINGCLST CLOSETCLR CLEARCLRM CLASSROOMCMU CONCRETEMASONRY UNITCO COMPANYCOL COLUMNCONC CONCRETECONT CONTINUECONTRCONTRACTORCOORDCOORDINATECORR CORRIDORCPT CARPETCRS COURSE(S)CSWKCASEWORKCT CERAMIC TILECTR CENTERCTV CABLE TELEVISIONCU CUBICCUHCABINET UNIT HEATERCW COLD WATER PIPING
DBL DOUBLEDEF DEFIBRILLATORDEPT DEPARTMENTDTL DETAILDF DRINKINGFOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPENSERDL DEAD LOADDMPFDAMPROOFINGDN DOWNDR DOORDS DOWNSPOUTDW DISHWASHERDWG DRAWING
E EASTEA EACHED EDUCATIONEJ EXPANSION JOINTEL ELEVATIONELECELECTRICALELEV ELEVATORENCL ENCLOSUREENGR ENGINEEREPDM ETHYLENEPROPYLENE DIENE MONOMEREQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATERCOOLEREWH ELECTRIC WATER HEATEREXC EXCAVATEEXIST EXISTINGEF EXHAUSTFANEXP EXPANSIONEXT EXTERIOR
F/F FACE TO FACEFA FIRE ALARMFAAP FIRE ALARM ANNUNICATORPANELFACP FIRE ALARM CONTROL PANELFCO FLOOR CLEAN OUTFD FLOORDRAINFDC FIRE DEPARTMENT CONNECTIONFDTN FOUNDATIONFE FIREEXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FACEFFE FINISHFLOOR ELEVATIONFH FIRE HYDRANTFHC FIRE HOSE CABINETFIN FINISHFIXTFIXTUREFLR FLOORFOF FACE OF FINISHFOS FACE OF STUDFR FRAMEFRPFIBERGLASS REINFORCED PLASTICFT FOOTFUR FURRING
GA GAGEGALV GALVANIZEDGB GRAB BARGL GLASSGLU LAM GLUED LAMINATEDWOODGLAZ GLAZINGGYP GYPSUM
HB HOSE BIBHDR HEADERHDW HARDWAREHDWD HARDWOODHM HOLLOWMETALHDRL HANDRAILHORIZ HORIZONTALHP HORSEPOWERHT HEIGHTHVACHEATING VENTILATING & AIR CONDITIONINGHW HOT WATERHYDHYDRANT
ID INSIDE DIAMETERINCL INCLUDEDINSUL INSULATIONINT INTERIOR
JST JOIST
K KELVINkW KILOWATT
L ANGLELAV LAVATORYLBR LUMBERLF LINEAR FEET (FOOT)LIBLIBRARYLINO LINOLEUMLKR LOCKERLL LIVE LOADLLH LONG LEGHORIZONTALLLV LONG LEG VERTICALLT LIGHTLVR LOUVER
MAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMFD MANUFACTUREDMFRMANUFACTURERMIN MINIMUMMIRR MIRRORMISC MISCELLANEOUSMLDG MOLDINGMOMASONRY OPENINGMTD MOUNTEDMTL METAL
NA NOT APPLICABLENONCOM NONCOMBUSTIBLENIC NOT IN CONTRACTNONUMBERNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TOSCALE
OA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF/CI OWNERFURNISHED/CONTRACTOR INSTALLEDOF/OI OWNER FURNISHED/OWNERINSTALLEDOH OVERHEADOPP OPPOSITEOPNG OPENINGORD OVERFLOW ROOFDRAIN
PBD PARTICLEBOARDPCF POUNDS PER CUBIC FOOTPCP PORTLAND CEMENTPLASTERPLAM PLASTIC LAMINATEPLBG PLUMBINGPLYWD PLYWOODPREFABPREFABRICATEDPREFINPREFINISHEDPRKG PARKINGPSF POUNDS PER SQUAREFOOTPSI POUNDS PER SQUARE INCHPT PAINTPTD PAPER TOWEL DISPENSERPTNPARTITIONPVC POLYVINYL CHLORIDE
QT QUARRY TILEQTB QUARRY TILE BASEQTY QUANTITY
R RADIUS, RISERR-__ THERMAL RESISTANCERA RETURN AIRRB RUBBERBASERD ROOF DRAINRDL ROOF DRAIN LEADERRE: REFER TOREINFREINFORCEREQD REQUIREDREV REVISIONRM ROOMRO ROUGH OPENINGRPMREVOLUTIONS PRE MINUTERTU ROOF TOP UNIT
SECT SECTIONSF SQUARE FOOT, FEETSA SUPPLY AIRSAT SUSPENDEDACOUSTICAL TILESB SPLASH BLOCKSCHED SCHEDULESCP SCUPPERSD SOAPDISPENSERSOG SLAB ON GRADESGFT STRUCTURAL GLAZED FACED TILESHTSHEETSHTHG SHEATHINGSIM SIMILARSJ SLIP JOINTSLDG SLIDINGSLNTSEALANTSND SANITARY NAPKIN DISPENSERSNDU SANITARY NAPKIN DISPOSALUNITSPEC SPECIFICATIONSQ SQUARESST STAINLESS STEELSTC SOUNDTRANSMISSION CLASSSTD STANDARDSTL STEELSTOR STORAGESTRUCTSTRUCTURALSUSP SUSPEND(ED)SYMM SYMMETRICALSYS SYSTEM
T&G TONGUE & GROOVETD TOWEL DISPENSERTEL TELEPHONETHKTHICKNESSTO TOP OFTOC TOP OF CONCRETETOM TOP OF MASONRYTOS TOP OFSTEELTOW TOP OF WALLTPD TOILET PAPER DISPENSERTYP TYPICAL
UNFIN UNFINISHEDUON UNLESS OTHERWISE NOTEDUR URINAL
VAR VARIES, VARIABLEVCT VINYL COMPOSITION TILEVERT VERTICALVESTVESTIBULEVIF VERIFY IN FIELDVTR VENT THROUGH ROOFVWC VINYL WALLCOVERING
W WESTW/ WITHW/O WITHOUTWB WOOD BASEWBL WOOD BLOCKINGWC WATERCLOSETWCO WALL CLEAN OUTWD WOODWF WIDE FLANGEWP WORKING POINTWSCTWAINSCOTWWF WELDED WIRE FABRIC
YD YARD
ARCHITECTURAL ABBREVIATIONS
PROJECT TEAM ARCHITECTURAL LEGEND
VICINITY MAP
ARCHITECT | INTERIOR DESIGNHord Coplan Macht1331 19th St.Denver,CO. 80202
Ph: 303-607-0977Fax: 303-607-0767URL: www.hcm2.com
MEP
INDEX MECHANICAL SHEETSM-001 MECHANICAL LEGENDS, NOTES,SCHEDULES & DETAILS
MD-111 FIRST FLOOR HVAC DEMOLITION PLAN
M-111 FIRST FLOOR HVAC PLAN
INDEX ELECTRICAL SHEETSE-001 ELECTRICAL LEGENDS & NOTES
ED-111 FIRST FLOOR LIGHTING DEMOLITION PLAN
ED-121 FIRST FLOOR POWER DEMOLITION PLAN
E-111 FIRST FLOOR LIGHTING PLAN
E-121 FIRST FLOOR POWER PLAN
E-131 FIRST FLOOR FIRE ALARM PLAN
E-201 ELECTRICAL DETAILS & ONE-LINE DIAGRAM
E-301 ELECTRICAL SCHEDULES
E-302 ELECTRICAL PANEL SCHEDULES
INDEX PLUMBING SHEETSP-001 PLUMBING & FIRE PROTECTIONLEGENDS, NOTES, SCHEDULES & DETAILS
P-111 FIRST FLOOR PLUMBING PLAN
FP-111 FIRE SPRINKLER ZONES
Cator | Ruma & Associates, Co.420 W LincolnwayCheyenne, WY82001
Ph: 307-274-3830Fax: xURL: www.catorruma.com
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
Y
CROSSROADS BUILDING RENOVATION1400 EAST COLLEGE DRIVE
CHEYENNE, WY 82007
CONTRACT DOCUMENTS
1.4.2018
INDEX DEMO SHEETSAD-111 FIRST FLOOR DEMOLITION PLAN
AD-121 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN
CROSSROADS BUILDING(PROJECT SCOPE)
INDEX TECHNOLOGY SHEETST-010 TECHNOLOGY SYSTEMS LEGEND
T-101 TECHNOLOGY SYSTEMS FLOOR PLAN
T-401 ENLARGED IDF FLOOR PLAN
T-810 STRUCTURED CABLING DETAILS
T-811 STRUCTURED CABLING DETAILS
T-830 AUDIO-VISUAL DETAILS
T-850 AUDIO VISUAL SCHEMATIC DIAGRAMS
T-851 AUDIO VISUAL SCHEMATIC DIAGRAMS
IT/AVEDI, Ltd.8821 East Hampden AvenueDenver, CO 80231
Ph: 888-334-5831Fax: 770-956-7003URL: www.ediltd.com
UP
DN
UP
DN
100 SFSTORAGE
1 OCC
300 SF /OCC70 SFELEC
1 OCC
300 SF /OCC
121 SFOFFICE
2 OCC
100 SF /OCC
123 SFOFFICE
2 OCC
100 SF /OCC
128 SFOFFICE
2 OCC
100 SF /OCC
116 SFOFFICE
2 OCC
100 SF /OCC
118 SFOFFICE
2 OCC
100 SF /OCC
216 SFOFFICE
3 OCC
100 SF /OCC60 SF
STORAGE
1 OCC
100 SF /OCC
183 SFCONF
13 OCC
15 SF /OCC
165 SF
VESTIBULE
100
545 SFMECH
2 OCC
300 SF /OCC
375 SFSTORAGE
2 OCC
300 SF /OCC
22 SF
FIRESERVICE
102A
201 SFCONF
14 OCC
15 SF /OCC
484 SFRECEPTION
5 OCC
100 SF /OCC
20 SFJAN
1 OCC
300 SF /OCC
3942 SFPUBLIC AREA
40 OCC
100 SF /OCC
180 SF
WOMEN'STOILET
114
188 SF
MEN'STOILET
113
99 SF
CORR.
111
526 SFCONF
36 OCC
15 SF /OCC
OCCUPANCY TYPE
Accessory storage areas, Mechanicalequipment room
Assembly without fixed seatsUnconcentrated (tables andchairs)
Business areas
Non-Occupied space (Circulation,Toilet Rms, Etc.)
113 SFOFFICE
2 OCC
100 SF /OCC
170 SFRECEPTION
2 OCC
100 SF /OCC
155 SF
CORRIDOR104C
170 SF
CORRIDOR
104K
113 SFOFFICE
2 OCC
100 SF /OCC
EXISTING 2-HOUR AREA SEPARATION RATING
EXISTING 1-HOUR FIRE RATED WALL
EXIT WIDTHREQ'D = 71 OCCUPANTS x 0.2 = 14.2"PROVIDED = 68"
EXIT WIDTHREQ'D = 56 OCCUPANTS x 0.2 = 11.2"PROVIDED = 68"
EXIT WIDTHREQ'D = 56 OCCUPANTS x 0.2 = 11.2"
PROVIDED = 68"
HATCHED AREA IS NOT IN SCOPE OF RENOVATION BUT HAS BEEN SHOWNFOR EGRESS PURPOSES
CODE SYMBOL LEGEND
GOVERNING CODES: 2015 INTERNATIONAL BUILDING CODE2015INTERNATIONAL EXISTING BUILDING CODE2015 INTERNATIONAL FIRECODE2015 INTERNATION MECHANICAL CODE2015 INTERNATIONAL ENERGYCODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL FUELCODE2017 NATIONAL ELECTRICAL CODE2009 ICC/ANSI A117.1 ACCESAIBILITYCODECHEYENNE CITY CODE
THIS IS A 10,349 SF RENOVATION INSIDE OF THE EXISTING 14,950 GSFCROSSROADS BUILDING. THE EXISTING BUILDING STRUCTURE IS CONCRETEPOST AND BEAM WITH PRECAST CONCRETE DOUBLE TEE ROOF SLABS. THERENOVATION WILL CONSIST OF NEW PARTITION WALLS, INTERIOR FINISHREPLACEMENT, NEW FIRE PROTECTION THROUGHOUT SPACE, AND MECHANICALAND ELECTRICAL UPGRADES TO THE PROGRAM SPACE.
CONSTRUCTION TYPE: II-B, EXISTING BUILDING PARTIAL SPRINKLERED(NEW SCOPE WILL SPRINKLER REMAINING BUILDING AND FULLYDETECTED)NUMBER OF STORIES: 1OCCUPANCY: B
EXITING: PER TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING FORBUSINESS SPACES 0 HR WITH SPRINKLERS
AREA SEPARATION: EXISTING 2 HOUR AREA SEPARATION BETWEENCROSSROADS BUILDING AND ADJACENT BUILDINGS TO THE WEST AND EAST
PER 2015 IBC TABLE 504.3 AND 504.4, AND 506.2: ALLOWABLE AREA,HEIGHT AND NUMBER OF STORIES AS FOLLOWS:
OCCUPANCY GROUP: TYPE: HEIGHT STORIES: ALLOWABLE AREA:B II-B 75FEET 4 108,560 SF
ACTUAL: 14,950 GSF = IN COMPLIANCE
PER SECTION 303.1.1 AND 303.1.2 SMALL ASSEMBLY SPACES SHALL BECLASSIFIED AS GROUP B OCCUPANCY .
TOTAL BUILDING OCCUPANTS = 198
EXISTING 2-HOUR AREA SEPARATION RATING
TO REMAIN
EXISTING 2-HOUR AREA SEPARATION RATING TO REMAIN
EXISTING 1-HOUR FIRE RATING WILL BE ABANDONED DUE TO ADDITION OFFIRE SPRINKLERS
EXISTING 1-HOUR FIRE RATING WILL BE ABANDONED DUE TO ADDITION OFFIRE SPRINKLERS
94 SF
ENTRY
121
94 SF
ENTRY
122
494 SF
VESTIBULE
123
527 SF
VESTIBULE
124
685 SFPUBLIC AREA
12 OCC
100 SF /OCC
232 SFCONF
16 OCC
15 SF /OCC
103 SFOFFICE
2 OCC
100 SF /OCC102 SFOFFICE
2 OCC
100 SF /OCC
CODE SUMMARY
1596 SFWAITING AREA
16 OCC
100 SF /OCC
87 SFOFFICE
1 OCC
100 SF /OCC104 SFOFFICE
2 OCC
100 SF /OCC139 SFOFFICE
2 OCC
100 SF /OCC
119 SFOFFICE
2 OCC
100 SF /OCC
115 SFOFFICE
2 OCC
100 SF /OCC
111 SF
VESTIBULE
128
297 SFSTORAGE
1 OCC
300 SF /OCC155 SFOFFICE
2 OCC
100 SF /OCC
FEC
126 SFOFFICE
2 OCC
100 SF /OCC
FEC
FEC
DEF
(E)
(E)
(E)
(E)
HATCHED AREA SCOPE INCLUDES NEW SPRINKLER UPGRADE
HATCHED AREA SCOPE INCLUDES NEW SPRINKLER, CEILING & LIGHTFIXTURE UPGRADE
HATCHED AREA SCOPE INCLUDES NEW SPRINKLER, CEILING & LIGHTFIXTURE UPGRADE
TRAVEL DISTANCE = 134'-6"
TRAVEL DISTANCE = 92'-6"
FIRE SPRINKLERS ADDED TO SPACE UNDER 2013 REMODEL
EXIT WIDTHREQ'D = 15 OCCUPANTS x 0.2 = 3"
PROVIDED = 68"15
15
PLUMBING COUNTS ARE BASED ON BUILDING OCCUPANCY:
** FOR THE PURPOSE OF PLUMBING CALCULATION, WE PROPOSE THEFOLLOWING OCCUPANT LOAD AND FIXTURE COUNTS BASED ON ACTUAL BUILDINGUSAGE. WE PROPOSE THESE FOLLOWING ASSUMPTIONS:
1. NON-OCCUPIED SPACES (VESTIBULES, STAIRS, ELEVATORS, TOILETROOMS, SHAFTS, CLOSETS) WILL NOT BE COUNTED TOWARDS OCCUPANT LOADFOR EXISTING OR FIXTURE COUNT, BECAUSE THE SAME OCCUPANTS ARE INEITHER OR SCENARIO OR THOSE SPACES ARE NON-OCCUPIABLE.
2. BECAUSE SOME CIRCULATION SPACES SERVES AS PUBLIC AREAS FORLOUNGING AND WAITING, THOSE SPECIFIC AREAS HAVE BEEN INCLUDED INTHE OCCUPANT LOAD COUNT FOR PLUMBING AND EXITING.
3. DUE TO EXISTING CONDITIONS WE ARE REQUESTING A VARIANCE WITHONE LAVATORY SHORT FOR EACH MALE & FEMALE AND SHORT ONEDRINKING FOUNTAIN.
WC (MALE) WC (FEMALE) LAVS DF OTHERGROUP 'B'1:25 FOR 50 1:25 FOR50 1:40 FOR 80 1:100 1 SVC SINK1:50 1:50 1:80
WC / URINAL LAVS DF SVC SINK
FIXTURES REQUIRED 3 3 - -(MALE)
FIXTURES REQUIRED 3 3 - -(FEMALE)
TOTAL REQUIRED 6 6 2 1
FIXTURE PROVIDED 6 4 1 1
PLUMBING COUNTS
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/5
/2018
12:5
2:4
3 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
G-101
FIRST FLOOR CODEPLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
MP
TW
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR CODE PLAN
OCCUPANCY SCHEDULE
Number Name Code Plan Name Area
Area PerOccupantCalculated Occupancy ClassificationOccupancy
101 MECHANICAL MECH 545 SF 100 SF Business areas 2
102 FOOD PANTRY STORAGE 375 SF 300 SF Accessory storage areas,Mechanical equipment room 2
102A FIRE SERVICE MECH 22 SF 300 SF Accessory storage areas,Mechanical equipment room 1
103 COLLABORATION PUBLIC AREA 3942 SF 100 SF Business areas40
104A RECEPTION/WAITING RECEPTION 170 SF 100 SF Business areas2
104B CONFERENCE ROOM CONF 183 SF 15 SF Assembly without fixedseats Unconcentrated (tables and chairs) 13
104C CORRIDOR CONF 155 SF 100 SF Business areas 0
104D STORAGE STORAGE 60 SF 100 SF Business areas 1
104E OFFICE OFFICE 216 SF 100 SF Business areas 3
104F OFFICE OFFICE 118 SF 100 SF Business areas 2
104G OFFICE OFFICE 116 SF 100 SF Business areas 2
104H OFFICE OFFICE 128 SF 100 SF Business areas 2
104J OFFICE OFFICE 123 SF 100 SF Business areas 2
104K CORRIDOR CIRC 170 SF 100 SF Business areas 0
104L OFFICE OFFICE 113 SF 100 SF Business areas 2
104M OFFICE OFFICE 113 SF 100 SF Business areas 2
105A IT/HELP DESK OFFICE 103 SF 100 SF Business areas 2
105B SPECIALIST OFFICE OFFICE 121 SF 100 SF Business areas 2
105C STORAGE STORAGE 100 SF 300 SF Accessory storage areas,Mechanical equipment room 1
106 ELEC. ELEC 70 SF 300 SF Accessory storage areas, Mechanicalequipment room 1
107 COMPUTER STATIONS PUBLIC AREA 685 SF 100 SF Business areas12
108 COMMUNITY CAFE CONF 232 SF 15 SF Assembly without fixedseats Unconcentrated (tables and chairs) 16
109 CONF ROOM CONF 526 SF 15 SF Assembly without fixed seatsUnconcentrated (tables and chairs) 36
110A STUDENT VETERANSLOUNGE
RECEPTION 484 SF 100 SF Business areas 5
110B SVA OFFICE OFFICE 102 SF 100 SF Business areas 2
110C STUDY / COMPUTER CONF 201 SF 15 SF Assembly without fixedseats Unconcentrated (tables and chairs) 14
112 JAN. JAN 20 SF 300 SF Accessory storage areas, Mechanicalequipment room 1
118 WAITING AREA WAITING AREA 1596 SF 100 SF Business areas16
119 OFFICE OFFICE 87 SF 100 SF Business areas 1
120 OFFICE OFFICE 104 SF 100 SF Business areas 2
125 OFFICE OFFICE 139 SF 100 SF Business areas 2
126 OFFICE OFFICE 119 SF 100 SF Business areas 2
127 OFFICE OFFICE 115 SF 100 SF Business areas 2
129 BREAK ROOM STORAGE 297 SF 300 SF Accessory storage areas,Mechanical equipment room 1
130 OFFICE OFFICE 155 SF 100 SF Business areas 2
131 OFFICE OFFICE 126 SF 100 SF Business areas 2
Grand total 11932 SF 198
1023.7 EXTERIOR WALLS OF INTERIOR EXITS THAT ARE NOT PROTECTEDAND AT AN ANGLE LESS THAN 180 DEGREES SHALL BEPROTECTED 10'HORIZONTALLY BY A 1 HR RATING WITH OPENING PROTECTION OF NOT LESSTHAN 45 MIN.
SECTION 1023: INTERIOR EXIT STAIRWAYS AND RAMPS
1020.4 DEAD ENDS, WHERE MORE THAN ONE EXIT OR EXIT ACCESSDOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BEARRANGED SUCH THATTHERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 FEET IN LENGTH.EXCEPTION 2: INOCCUPANCIES IN GROUP B, WHERE THE BUILDING ISEQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLERSYSTEM IN ACCORDANCEWITH 903.3.1.1, THE LENGTH OF THE DEAD-END CORRIDORS SHALL NOTEXCEED 50 FEET.
ASSEMBLY, BUSINESS: 44 INCHES CLEAR (MIN)
T1020.2 MINIMUM CORRIDOR WIDTH:
STORAGE SPACES: 0 HR (SPRINKLERS)
BUSINESS SPACES: 0 HR (SPRINKLERS)
T1020.1 CORRIDOR FIRE-RESISTANCE RATING:
SECTION 1020: CORRIDORS:
B 300 FEET (SPRINKLERS)
OCCUPANCY: MAX TRAVEL DISTANCE:
T1017.2 EXIT ACCESS TRAVEL DISTANCE:
SECTION 1017: EXIT ACCESS TRAVEL DISTANCE:
1016.2 EGRESS THROUGH INTERVENING SPACES: EGRESS THROUGHINTERVENING SPACE IS PERMITTED WHERE SUCHADJOINING SPACES AREACCESSORY AND PROVIDE A DISCERNIBLE PATH OF EGRESS TO AN EXIT
SECTION 1016: EXIT ACCESS:
1015.2 WHERE REQUIRED: OPEN-SIDES OF WALKING SURFACES ANDBALCONIES THAT ARE LOCATED MORE THAN 30 INCHESVERTICALLY ABOVEGRADE
SECTION 1015: GUARDS:
1013.1 WHERE REQUIRED: EXIT SIGN PLACEMENT SHALL BE SUCH THAT NOPOINT IN AN EXIT ACCESS CORRIDOR IS MORETHAN 100 FEET FROM EXITACESS OR EXIT SIGN
SECTION 1013: EXIT SIGNS:
1011.4 WIDTH: REQUIRED WIDTH SHALL BE DETERMINED BY OCCUPANTLOAD BUT SHALL NOT BE LESS THAN 44 INCHES.
1011.3.1.2 FIRE-RESISTANCE RATING: STAIRWAY ENCLOSURESCONNECTING FOUR OR MORE STORIES SHALL HAVE AFIRE-RESISTANCE RATINGNOT LESS THAN TWO HOURS.
SECTION 1011: STAIRWAYS:
1010.1.9.8 ACCESS-CONTROLLED EGRESS DOORS: EGRESS DOORS w/APPROVED ACCESS CONTROL SYSTEMS SHALL DISENGAGEw/ SIGNAL OR LOSS OFPOWER, MANUAL UNLOCKING DEVICES, ACTIVATION OF BUILDING FIRE ALARMSYSTEM AND/ORACTIVATION OF BUILDING AUTOMATIC SPRINKLER SYSTEM
1010.1.1 SIZE OF DOORS: MINIMUM WIDTH OF DOOR OPENING SHALL BEAS REQUIRED FOR OCCUPANT LOAD AND SHALLPROVIDE A MINIMUM 32 INCHCLEAR WIDTH
SECTION 1010: DOORS, GATES AND TURNSTILES:
1009.8 TWO-WAY COMMUNICATION SYSTEM COMPLYING WITH SECTIONS1009.8.1 AND 1009.8.2 SHALL BE PROVIDED AT THELANDING SERVING EACHELEVATOR OR BANK OF ELEVATORS ON EACH ACCESSIBLE FLOOR THAT IS ONEOR MORESTORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE
1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED: WHERE MORE THAN ONEMEANS OF EGRESS IS REQUIRED FROM ANACCESSIBLE SPACE, THE ACCESSIBLESPACE SHALL BE SERVED BY NO LESS THAN TWO ACCESSIBLE MEANSOF...
SECTION 1009: ACCESSIBLE MEANS OF EGRESS:
501-1000 3
1-500 2
OCCUPANT LOAD PER STORY MIN. NUMBER OF EXITS FROM STORY
T1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PERSTORY
'B' 100' (SPRINKLED)
OCCUPANCY MAX CPET DISTANCE
T1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESSTRAVEL DISTANCE (CPET): TWO EXITS OR EXITACCESS DOORWAYS FROM ANYSPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THECOMMONPATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED INTABLE 1006.2.1.
SECTION 1006: NUMBER OF EXITS AND EXIT ACCESS DOORWAYS:
1005.7.1 ENCROACHMENT (DOORS): WHEN FULLY OPEN SHALL NOT REDUCEREQUIRED WIDTH MORE THAN 7 INCHES IN ANYPOSITION, DOOR SHALL NOTREDUCE REQUIRED WIDTH MORE THAN HALF
1005.3.2 OTHER EGRESS COMPONENTS: CAPACITY SHALL BE DETERMINEDBY MULTIPLYING CALCULATED OCCUPANT LOAD PERFLOOR BY 0.2 INCH PEROCCUPANT
1005.3.1 STAIRWAYS: CAPACITY SHALL BE DETERMINED BY MULTIPLYINGCALCULATED OCCUPANT LOAD PER FLOOR BY 0.3 INCHPER OCCUPANT
SECTION 1005: MEANS OF EGRESS SIZING:
IBC CHAPTER 10: MEANS OF EGRESS:
STORAGE
T45
UP UP
DN DN
DEMOLITION GENERAL NOTES
GENERAL CONTRACTOR TO COORDINATE SCHEDULING ALL WORK WITHOWNER.
WORK LABELED (NIC), OR OTHERWISE NOT NOTED IS NOT IN CONTRACTFOR ANY ARCHITECTURAL IMPROVEMENTS.
THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS SHALL VERIFYALL EXISTING CONDITIONS AND DIMENSIONS WITH CONDITIONS SHOWN IN THECONTRACT DOCUMENTS AND SHALL REPORT ANY DEVIATIONS, DISCREPANCIESAND/OR CONFLICTS TO ARCHITECT.
THE GENERAL CONTRACTOR & SUBCONTRACTOR SHALL TAKE EXTREMECARE DURING DEMOLITION NOT TO DAMAGE OR DISTURB ANY EXISTINGCONDITIONS THAT ARE TO REMAIN. GENERAL CONTRACTOR OR SUBCONTRACTORSHALL REPAIR ANY DAMAGE OR DISTURBANCE TO EXISTING CONDITIONS AT NOCOST TO THE OWNER.
PROVIDE PROTECTION FOR FLOORS, WALLS, & CEILING AT ALLEXISTING CONDITIONS TO REMAIN, INCLUDING TRAFFIC AREA FORDEMOLITION REMOVAL IN COMMON BUILDING AREAS & FREIGHTELEVATORS. DAMAGED FLOORS WILL BE REPLACED @ NO COST TO OWNER.
REMOVE ALL WALLS, DOORS (AND OTHER ITEMS) SHOWN DASHED - FIELDVERIFY CONSTRUCTION OF ALL WALLS TO BE REMOVED - PROVIDE SHORINGAND BRACING AS REQUIRED.
ALL ITEMS WITHIN WALLS TO BE REMOVED ARE NOT SHOWN -FIELD VERIFYEXISTING CONDITIONS AND TEMPORARILY OR PERMANENTLY REMOVE ITEMS ASNECESSARY FOR NEW CONSTRUCTION.
REMOVE ALL EXISTING POWER AND ASSOCIATED CONDUIT (AND OTHERMISCELLANEOUS ITEMS WHERE INDICATED) ON EXISTING WALLS TO BEREUSED. IF REMOVAL WILL DISRUPT PERFORMANCE OF ANY ITEM NOTINCLUDED IN THIS SCOPE, RELOCATE AND ENSURE PROPER FUNCTION ISRESTORED.
GENERAL CONTRACTOR TO COORDINATE ABATEMENT CONSULTANT FOR ANYCONTAMINATED MATERIALS TO BE REMOVED BEFORE WORK TO BEGIN IN THISAREA.
REFER TO SPECIFICATIONS REGARDING; EXISTING CONDITIONS, CUTTINGAND PATCHING AND SELECTIVE DEMOLITION REQUIREMENTS THAT APPLY TOALL WORK KEY NOTES DESCRIBED ON THIS SHEET.
REFER TO (ELECTRICAL, MECHANICAL, STRUCTURAL, LANDSCAPE, ETC.)DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS.
COORDINATE W/BUILDING OWNER DURING DEMOLITION TO DETERMINEWHETHER EXISTING FIRE & SMOKE DETECTION SYSTEMS ARE TO BEBAGGED, PROTECTED & REMAIN IN OPERATION OR TO BE TAKEN OFFLINE.
AREAS OF DEMOLITION SHALL BE FREE OF (FURNITURE AND MOBILEEQUIPMENT AND ACCESSORIES) PRIOR TO START OF WORK.
REMOVE (STAPLES, NAILS AND SCREWS) FROM WALLS TO REMAIN, TYPICALTHROUGHOUT.
REMOVE AND SALVAGE (ALL SIGNAGE, CLOCKS, EMERGENCY KITS, PENCILSHARPENERS AND PHONES) FROM WALLS, (INSIDE CLASSROOMS AND IN LOBBYAREAS). PATCH AND REPAIR WALLS WHERE DAMAGED BY REMOVAL. (SALVAGEAND RETURN TO OWNER) (OR) (SALVAGE FOR NEW LOCATION)
REMOVE AND REPLACE ALL EXISTING SWITCH PLATES AND OUTLET COVERSFROM EXISTING WALLS AND REPLACE WITH NEW PLATES PER SPEC.
REMOVE ALL EXISTING WALL MOUNTED DOOR STOPPERS. PATCH AND REPAIRWALLS WHERE DAMAGED BY REMOVAL.
REMOVE ALL FLOORING (INCLUDING ADHESIVES, SETTING MATERIALS,TRANSITION MATERIALS, ETC.) AND (RUBBER) WALL BASE. PROTECT WALLSFROM DAMAGE.
REMOVE ALL WOOD DOORS. SAND DOORS SMOOTH & REFINISH TOORIGINAL LUSTER.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
A B C D
1
2013 REMODEL NOT IN SCOPE
1
2
1
2
2
2
2
3
444 4
5
6
7
45
6
9
1011
12
13
4
214
12
2' - 8 1/2"
4' - 0"
2' - 8 1/4"
4' - 0"
2' - 8 1/4"
4' - 0" 3' - 4 1/2" 4' - 0"
5' - 0" 3' - 4"
15
16
16
12
ALTERNATE NO. 4
9' -
8 1
/2"
3' -
0"
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:3
5 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
AD-111
FIRST FLOORDEMOLITION PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
Checker
Author
11738.001
Approver
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
SHEET NOTES - DEMOLITIONPLANS
NOTE # NOTE1 DEMO EXISTING CARPET THRU-OUT
2 DEMO EXISTING DEMOUNTABLE PARTITIONS, DOOR FRAMES, DOORS&HARDWARE
3 DEMO EXISTING CERAMIC TILE
4 DEMO EXISTING WALL AND WINDOW
5 DEMO EXISTING TRANSACTION COUNTER
6 DEMO EXISTING SLIDING SECURITY GRILLE
7 DEMO EXISTING POWER POLE WOOD POST
9 DEMO EXISTING CASEWORK AND COUNTER TOP IN ITS ENTIRETY
10 DEMO EXISTING WALL FOR NEW DOOR
11 DEMO EXISTING GYP. BOARD SOFFIT ABOVE
12 DEMO EXISTING WALL
13 DEMO EXISTING DOOR
14 DEMO EXISTING VAULT DOOR AND CMU WALL AND LINTELABOVEDOOR
15 REMOVE EXISTING DEFLIBERATOR AND REINSTALL AS NOTED
16 REMOVE EXISTING FIRE EXTINGUISHER AND CABINET ANDREINSTALL ASNOTED
1/8" = 1'-0"A1DEMOLITION FLOOR PLAN
A B C D
1
1
2
3
1
1
1
1
1
11
1 1
1
1
11
1
1
2
4
4
5
5
5
1
1
1
6
1
1
D1
A-300
E3
A-522
2013 REMODEL NOT IN SCOPE
A4
A-610
DEMOLITION RCP GENERAL NOTES
GENERAL CONTRACTOR TO COORDINATE SCHEDULING ALL WORK WITHOWNER.
WORK LABELED (NIC), OR OTHERWISE NOT NOTED IS NOT IN CONTRACTFOR ANY ARCHITECTURAL IMPROVEMENTS.
THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS SHALL VERIFYALL EXISTING CONDITIONS AND DIMENSIONS WITH CONDITIONS SHOWN IN THECONTRACT DOCUMENTS AND SHALL REPORT ANY DEVIATIONS, DISCREPANCIESAND/OR CONFLICTS TO ARCHITECT.
THE GENERAL CONTRACTOR & SUBCONTRACTOR SHALL TAKE EXTREMECARE DURING DEMOLITION NOT TO DAMAGE OR DISTURB ANY EXISTINGCONDITIONS THAT ARE TO REMAIN. GENERAL CONTRACTOR OR SUBCONTRACTORSHALL REPAIR ANY DAMAGE OR DISTURBANCE TO EXISTING CONDITIONS AT NOCOST TO THE OWNER.
PROVIDE PROTECTION FOR FLOORS, WALLS, & CEILING AT ALLEXISTING CONDITIONS TO REMAIN, INCLUDING TRAFFIC AREA FORDEMOLITION REMOVAL IN COMMON BUILDING AREAS & FREIGHTELEVATORS. DAMAGED FLOORS WILL BE REPLACED @ NO COST TO OWNER.
REMOVE ALL WALLS, DOORS (AND OTHER ITEMS) SHOWN DASHED - FIELDVERIFY CONSTRUCTION OF ALL WALLS TO BE REMOVED - PROVIDE SHORINGAND BRACING AS REQUIRED.
ALL ITEMS WITHIN WALLS TO BE REMOVED ARE NOT SHOWN -FIELD VERIFYEXISTING CONDITIONS AND TEMPORARILY OR PERMANENTLY REMOVE ITEMS ASNECESSARY FOR NEW CONSTRUCTION.
REMOVE ALL EXISTING POWER AND ASSOCIATED CONDUIT (AND OTHERMISCELLANEOUS ITEMS WHERE INDICATED) ON EXISTING WALLS TO BEREUSED. IF REMOVAL WILL DISRUPT PERFORMANCE OF ANY ITEM NOTINCLUDED IN THIS SCOPE, RELOCATE AND ENSURE PROPER FUNCTION ISRESTORED.
GENERAL CONTRACTOR TO COORDINATE ABATEMENT CONSULTANT FOR ANYCONTAMINATED MATERIALS TO BE REMOVED BEFORE WORK TO BEGIN IN THISAREA.
REFER TO SPECIFICATIONS REGARDING; EXISTING CONDITIONS, CUTTINGAND PATCHING AND SELECTIVE DEMOLITION REQUIREMENTS THAT APPLY TOALL WORK KEY NOTES DESCRIBED ON THIS SHEET.
REFER TO (ELECTRICAL, MECHANICAL, ETC.) DEMOLITION DRAWINGS FORADDITIONAL ITEMS.
COORDINATE W/ BUILDING OWNER DURING DEMOLITION TO DETERMINEWHETHER EXISTING FIRE & SMOKE DETECTION SYSTEMS ARE TO BEBAGGED, PROTECTED & REMAIN IN OPERATION OR TO BE TAKEN OFFLINE.
AREAS OF DEMOLITION SHALL BE FREE OF (FURNITURE AND MOBILEEQUIPMENT AND ACCESSORIES) PRIOR TO START OF WORK.
REMOVE (STAPLES, NAILS AND SCREWS) FROM WALLS TO REMAIN, TYPICALTHROUGHOUT.
REMOVE AND SALVAGE (ALL SIGNAGE, CLOCKS, EMERGENCY KITS, PENCILSHARPENERS AND PHONES) FROM WALLS. PATCH AND REPAIR WALLS WHEREDAMAGED BY REMOVAL. (SALVAGE AND RETURN TO OWNER, U.O.N.
REMOVE AND REPLACE ALL EXISTING SWITCH PLATES AND OUTLET COVERSFROM EXISTING WALLS AND REPLACE WITH NEW PLATES PER SPEC.
REMOVE ALL EXISTING WALL MOUNTED DOOR STOPPERS. PATCH AND REPAIRWALLS WHERE DAMAGED BY REMOVAL.
REMOVE ALL FLOORING (INCLUDING ADHESIVES, SETTING MATERIALS,TRANSITION MATERIALS, ETC.) AND (RUBBER) WALL BASE. PROTECT WALLSFROM DAMAGE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:3
8 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
AD-121
FIRST FLOORREFLECTED CEILINGDEMOLITION PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
Checker
Author
11738.001
Approver
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1DEMOLITION REFLECTED CEILING PLAN
SHEET NOTES - DEMOLITIONREFLECTED CEILING PLANS
NOTE # NOTE1 DEMO EXISTING CEILING AND GRID
2 DEMO EXISTING BULKHEAD
3 DEMO EXISTING WOOD CEILING
4 DEMO EXISTING OPERABLE PARTITIONS AND HOUSING
5 DEMO EXISTING SOFFIT
6 DEMO PORTION OF EXISTING CONCRETE CEILING. RE: DEMODETAILS
1
1
UP
UP
UP
FLOOR PLAN GENERAL NOTES
DIMENSIONS INDICATED ARE TO FACE OF FINISH MATERIAL OF PARTITIONOR WALL AND GRID LINES, UON
REFER TO FINISH PLANS FOR INTERIOR ELEVATION CALLOUTS, ENLARGEDPLAN CALLOUTS AND FLOOR PATTERNS.
REFER TO FINISH PLANS FOR MARKER/TACK/LCD SCREEN SIZES ANDLOCATIONS.
PROVIDE BLOCKING AT ALL WALL-MOUNTED ACCESSORIES HARDWARE WHEREREQUIRED AND WALL-HUNG CABINETS.
VERIFY & COORDINATE ALL REQUIREMENTS FOR OWNER FURNISHEDITEMS PRIOR TO PERFORMANCE OF WORK THAT MAY INTERFACE WITH SUCHITEMS.
PROVIDE PAINTED ACCESS PANELS IN WALLS & CEILINGS ATCONCEALED ITEMS, SUCH AS VALVES, CONTROLS, SWITCHES OR ANY OTHERITEMS THAT REQUIRES ACCESS. GC TO DETERMINE ACCESS PANEL LOCATIONW/ ARCHITECT PRIOR TO INSTALLATION.
1.
2.
3.
4.
5.
6.
A B C D
1
See AlsoSpycraft: The Secret History Of The CIA's Spytechs, From Communism To Al-QaedaSpycraft - Anna ArchívumaSit down, be quiet: a modern guide to yoga and mindful living in the real world100 SF
STORAGE
105C
121 SF
SPECIALISTOFFICE
105B
123 SF
OFFICE
104J
128 SF
OFFICE
104H
116 SF
OFFICE
104G
118 SF
OFFICE
104F
216 SF
OFFICE
104E60 SF
STORAGE
104D
183 SF
CONFERENCEROOM
104B
165 SF
VESTIBULE
100
545 SF
MECHANICAL
101
375 SF
FOODPANTRY
102
FIRESERVICE
102A
201 SF
STUDY /COMPUTER
110C
501 SF
STUDENTVETERANSLOUNGE
110A
20 SF
JAN.
112
3942 SF
COLLABORATION
103
180 SF
WOMEN'STOILET
114
188 SF
MEN'STOILET
11399 SF
CORR.
111
C1
A-300
541 SF
CONFROOM
109
IDFRACK
2013 REMODEL NOT IN SCOPE
113 SF
OFFICE
104L
170 SF
CORRIDOR
104K
155 SF
STUDYSPACE
104C
170 SF
RECEPTION/WAITING
104A
113 SF
OFFICE
104M
A1
A-300
7
304 SF
COMMUNITYCAFE
108
119 SF
IT/HELPDESK
105A
102 SF
SVAOFFICE
110B
685 SF
COMPUTERSTATIONS
107
70 SF
ELEC.
106
104A
104M
104B
109
110B
110A 104K
104L
110C
105A
2-3A
2-3A
2-3F
2-3A
2-3F
2-3A
2-3A
2-3A
2-3A
2-3A
3-3A
3-3A3-3A
2-3A
10' - 0" 4' - 9"
10
' -
0"
10
' -
3 1
/2"
2-3A
15
' -
3 1
/4"
5' - 4 1/2"
ALIGN
75.0°
ALIG
N
SKYLIGHT ABOVE, TYP
3' - 1
0 3
/4" 1
3' - 4
1/2
"
11' - 6" 9' - 0"
2' -
9"
16
' -
7"
EQ EQ
A A A
A
105C
105B
104J
104H
104G
104F
104E
104D
A-521
E6
2-3A
6
F.3
F.2
F.1
ALTERNATE NO. 1
D1
A-300
2-3A
2-3A
1-3A
1-3A
4' - 8"
2-3A
1
5' - 0" 3' - 4"
2
3
3
105D
103
105D
103
2-6A
A-520
B4
96.0°
8' - 9 1/2"
3' -
0"
5' -
0"
11' - 8" 8' - 1 1/4"
11' - 9 1/2" 2' - 5" 2' - 5" 6' - 5" 2' - 5" 2' - 5"
16
' -
1 1
/4"
2' -
4"
11' - 7 1/4"
10
' - 1
1 1
/2"
3' -
5"
6' -
4 1
/2"
10' - 4" 11' - 0 1/2"
ALIGN
1' -
5 3
/4"
2' - 0"
1-2F
1-2F
1-2F
A-610
A3
F.4
3' -
0"
10
' -
4"
4
7' - 8 1/4" 5' - 10 1/4"
5' - 2 3/4"
TYP. OF 3
2-6A
3' -
1"
2' -
10
"7
' -
4 1
/2"
5' - 1 1/2"
9' -
2 1
/4"
1-2F
8' - 4"
8' -
2 1
/4"
2-3A ABOVE
A4
A-610
NO
M.
1/4
"
NO
M.
1/4
"
1"
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
1-HR
1-2-
1-3-
1-6-
1-8-
2-X-
2-8-
2-6-
2-3-
2-2-
NON-RATED PARTITION HEAD---F
PLAN DETAIL @ PARTITION INTERSECTION
ASSEMBLY
RATED WALL
PLAN DETAIL - NON-RATED CONTROL JOINT
1/2"
PARTITION TYPES LEGEND
2-6A
2-6A1HR
PARTITION TYPES NOTES
NO
M.
1/4
"
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
1-HR
3-X-
3-8-
3-6-
3-3-
3-2-
GYP BD
METAL STUD
BASE- RE: FINISH PLAN
RUNNER CHANNEL
SEALANT
GYP BD- BOTH SIDES
METAL STUD
BASE- RE: FINISH PLAN
RUNNER CHANNEL
SEALANT- BOTH SIDES
FLOOR OR ROOF DECK
DEEP LEG TOP TRACK
METAL STUD
GYP BD- BOTH SIDES
CEILING
WITH 2-1/2" METAL STUD PARTITION WIDTH = 3-1/8"
WITH 3-5/8" METAL STUD PARTITION WIDTH = 4-1/4"
WITH 6" METAL STUD PARTITION WIDTH = 6-5/8"
WITH 8" METAL STUD PARTITION WIDTH = 8-5/8"
WITH 2-1/2" METAL STUD PARTITION WIDTH = 3-3/4"
WITH 3-5/8" METAL STUD PARTITION WIDTH = 4-7/8"STC: 45
WITH 6" METAL STUD PARTITION WIDTH = 7-1/4"STC: 45
WITH 8" METAL STUD PARTITION WIDTH = 9-1/4"STC: 45
WITH STUD AS INDICATEDU.L. DESIGN = U419
SEE GENERAL PARTITION TYPE FOR REQUIRED STUD SIZE AND LAYERS OFGYP. BD. (2 LAYERS SHOWN)
RE: PLANS FOR SCHEDULED PARTITION
TYPES
RE: PLANS FOR SCHEDULED PARTITION
TYPES
GYP. BD. ACCESSORY -CONTROL JOINT - BOTH
SIDES
SEALANT - BOTH SIDES
PARTITION TYPE -FIRST POSITION INIDCATES GENERALPARTITIONTYPE
PARTITION TYPE -SECOND POSITION INDICATESRELATIVE WIDTH OFPARTITION
LETTER INDICATES CONDITION AT HEAD OF PARTITION
FIRE RATING IS CALLED OUT BELOW TAG
1. PARTITION TYPES ARE INDICATED ON THE FLOOR PLANS.
2. ALL PARTITIONS SHALL EXTEND STRUCTURE TO STRUCTURE UNLESSNOTED OTHERWISE.
3. CONSTRUCTION OF FIRE-RATED PARTITIONS, INCLUDING TAPING ANDFINISHING OF GYP. BD. FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BEIN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS TO ACHIEVE THE RATINGINDICATED.
4. SOUND ISOLATION PARTITIONS SHALL BE SEALED AIRTIGHT FOR FULLHEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALLGYP. BD. JOINTS AND FASTENERS, PROVIDE SEALANT AT PERIMETER AND ATALL PENETRATIONS.
5. PROVIDE FIRE-RETARDANT TREATED WOOD BLOCKING FOR PARTITIONMOUNTED EQUIPMENT AND CASEWORK.
6. PARTITION TYPES DESCRIBE THE PRIMARY MEMBER AND SHEATHING.REFER TO FINISH SCHEDULE FOR ALL PARTITION FINISH DESIGNATIONS.
7. PROVIDE TYPE 'WR' WATER RESISTANT GYP. BD. IN ALL WET AREASSUCH AS TOILET, LOCKER, AND SHOWER ROOMS. PROVIDE 5/8" CONCRETEBACKER BOARD AT ALL CERAMIC TILE FINISHES TO ALIGN WITH 5/8" TYPE'WR' GYP. BD. ABOVE.
8. PROVIDE SLIP JOINT CONNECTIONS AT THE TOPS OF ALL PARTITIONSWHICH INTERSECT THE STRUCTURE ABOVE. PROVIDE FIRE SAFING AT ALLSLIP JOINT CONNECTIONS IN FIRE RATED PARTITIONS.
9. ALL PARTITIONS TO BE PARTITION TYPE (3-5/8" METAL STUD WITHSOUND ATTENUATION INSULATION AND (1) LAYER OF 5/8" GYP. BD. ON BOTHSIDES) AND SHALL EXTEND STRUCTURE TO STRUCTURE, UNLESS NOTEDOTHERWISE WITH A PARTITION TYPE TAG. THIS DEFAULT PARTITION TYPE ISNON-RATED. THIS SAME PARTITION TYPE IN A RATED CONDITION IS TAGGEDON THE FLOOR PLANS.
10. PROVIDE GYP. BD. CONTROL JOINTS WHERE DESIGNATED ON THEINTERIOR ELEVATIONS (A-420 SHEETS) AND ANYWHERE THERE IS ACONTINUOUS RUN OF GYP. BD. THAT IS GREATER THAN 30'-0" IN LENGTH.CONFIRM THE LOCATION OF ADDITIONAL CONTROL JOINTS WITH THEARCHITECT PRIOR TO INSTALLATION.
FLOOR LINE FLOOR LINE
GYP BD- BOTH SIDES
METAL STUD
BASE- RE: FINISH PLAN
RUNNER CHANNEL
SEALANT- BOTH SIDES
WITH 2-1/2" METAL STUD PARTITION WIDTH = 4-3/8"
WITH 3-5/8" METAL STUD PARTITION WIDTH = 5-1/2"STC: 50
WITH 6" METAL STUD PARTITION WIDTH = 7-7/8"STC: 50
WITH 8" METAL STUD PARTITION WIDTH = 9-7/8"STC: 50
WITH STUD AS INDICATEDU.L. DESIGN = U419
FLOOR LINE
1"
NON-RATED PARTITION HEAD---A
FLOOR OR ROOF DECK
DEEP LEG TOP TRACK
METAL STUD
GYP BD- BOTH SIDES
CEILING
SEE GENERAL PARTITION TYPE FOR REQUIRED STUD SIZE AND LAYERS OFGYP. BD. (2 LAYERS SHOWN)
SOUND ATTENTUATION BLANKET
TYPE 'X' GYP. BOARD
SOUND ATTENTUATION BLANKET
TYPE 'X' GYP. BOARD
NEW WALL
EXISTING WALL
WALL LEGEND
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:0
0 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-111
FIRST FLOOR PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
SHEET NOTES -CONSTRUCTION PLANS
NOTE # NOTE1 EXISTING UNDERCOUNTER REF TO BE RELOCATED
2 RELOCATED DEFIBRILLATOR, MOUNTED AT EXISTING HEIGHT
3 RELOCATED FIRE EXTINGUISHER AND CABINET, MOUNT ATEXISTINGHEIGHT
4 FLOOR BOX, RE: ELEC DWGS
1/8" = 1'-0"A1FIRST FLOOR
J
J
JJ
J
J
A B C D
1
C1
A-300
C-2
9' - 0"
A1
A-300
C-1
11' - 0"
C-7
11' - 6"
C-1
10' - 6"
C-6
9' - 6"
C-1
10' - 6"
C-2
9' - 0"
C-6
8' - 0"
C-1
9' - 0"
C-2
10' - 6"
C-1
10' - 0"
C-2
10' - 6"
C-2
10' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
4' -
0"
16
' -
0"
EQ
6' - 0 1/4" 20' - 0"
11
' -
3"
58
' -
8 3
/4"
8' -
10
"
12' - 1 1/2"
COLLABORATION
103
CONFROOM
109
STUDENTVETERANSLOUNGE
110A
COMMUNITYCAFE
108
STUDY /COMPUTER
110C
OFFICE
104L
OFFICE
104M
CORRIDOR
104K
SPECIALISTOFFICE
105B
OFFICE
104J
OFFICE
104H
OFFICE
104G
OFFICE
104F
OFFICE
104E
STORAGE
104D
RECEPTION/WAITING
104A
CONFERENCEROOM
104BSTUDYSPACE
104C
STORAGE
105C
COMPUTERSTATIONS
107 IT/HELPDESK
105A
SVAOFFICE
110B
2' - 2 1/4"
3
5
1
P-5
P-5
C-2
9' - 0"
C-2
9' - 0"6" TYP
C-1
9' - 0"
C-2
10' - 0"
93.0°
5' -
0"
ALIG
N
EQ
EQ16' - 0"EQ
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
2
3
2
2
3
3
ELEC.106
C-2
9' - 0"
VESTIBULE100
1
A1
A-522
D3
A-522
C1
A-522
C3
A-522
C1
A-522
C1
A-522
BULKHEAD ABOVE
D5
A-522
C2
A-522
D1
A-522
P-5
P-5
MEN'STOILET
113
WOMEN'STOILET
114
CORR.
111
JAN.
112
80.6
°
C-5
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
4
4
EQ EQ
ALIGN
4
ALIGN
C-4
9' - 0"
C-4
9' - 0"
C-2
9' - 0"
C-5
A4
A-522 2
80.6
°
20' - 0"
EQ
EQ
6
EQ EQ
5' - 6" 10' - 0" 10' - 0"
EQ 11' - 2" EQ
6' -
6 1
/4"
7' -
10
"
5' - 0
"3' - 4
"3' - 1
1"
5' - 7
"6' - 2
3/4
"7' - 2
"7' - 2
"7' - 2
"
EQ 9' - 6 3/4" EQ
13' - 8 3/4"
L2
L3
L2L2
1' - 1 1/4"
5' - 11"
2' - 6
3/4
"6' - 1
1/4
"6' - 1
1/4
"
1' -
5"
A4
A-610
RCP GENERAL NOTES
ALL CEILING ELEVATIONS DIMENSIONED FROM FINISH FLOOR BELOW.
CENTER ALL DEVICES, SPRINKLER HEADS, ETC. IN CEILING TILE.
FIRE SPRINKLER CONTRACTOR TO REFERENCE ALL DRAWINGS &SPECIFICATIONS FOR DETERMING REQUIRED COVERAGE & HEAD LAYOUT/DESIGN.
PAINT ALL EXPOSED STRUCTURE, RE: FINISH LEGEND
ALL GYPSUM BOARD SOFFITS AT 9'-0" AFF U.O.N.
PAINT ALL SOFFITS P-5 U.O.N.
1.
2.
3.
4.
5.
6.
CEILING TYPE LEGEND
NEW GYP BD
NEW 2X4 ACT, EXISTING GRID
EXISTING 1X1 ACT, EXISTING 2X4 GRID
EXISTING 2X4 ACT, EXISTING 2X4 GRID
OPEN TO STRUCTURE
WOOD CEILING
PERFORATED METAL CEILING, PAINT STRUCTURE ABOVE P-7
C-1
C-2
C-3
C-4
C-5
C-6
C-7
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:0
1 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-121
FIRST FLOORREFLECTED CEILINGPLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
MP
TW
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR REFLECTED CEILING PLAN
SHEET NOTES - RCP
NOTE # NOTE1 NEW GRID, CEILING TILES & LIGHT FIXTURES ASSCHEUDLED
THROUGHOUT SCOPE OF WORK. RE: ELEC DRAWINGS FORADDITIONALINFORMATION
2 DECORATIVE PENDANT LIGHT FIXTURE, RE: ELEC DRAWINGS
3 NEW GYP & LIGHTING
4 CONTROL JOINT, TYP
5 NEW METAL GRID TILES & LIGHT FIXTURES ASSCHEUDLEDTHROUGHOUT SCOPE OF WORK. RE: ELEC DRAWINGS FORADDITIONALINFORMATION
6 AT C-5, PAINT ALL EXPOSED ELEMENTS (PIPING,DUCTWORK,STRUCTURE) ABOVE GRID P-7
DECORATIVE LIGHT FIXTURE SCHEDULETYPE DESCRIPTION LAMPMANUFACTURER FINISH MOUNTING NOTE
L1 PENDANT ACCENT LIGHT, 277V ELECTRONIC LED DRIVER, 0-10VDIMMING,1309 LUMENS, 5-YR WARRANTEE
LED, 3000,26.9W, 80 CRI
BEGA VELVET BLACK W/ MATTECOPPER INTERIOR
CEILING, +8'-6" AFF GENTS
L2 PENDANT ACCENT LIGHT, ELECTRONIC LED DRIVER, 0-10V DIMMING,WITHSOCKET HOLDER FOR EDISON BASE, 1-YR WARRANTEE
LED, 2200K, 2W BRUCK LIGHTING BYLEDRA BRANDS
BRUSHED NICKEL CEILING, +7'-0" TO +8'-6" INVARYINGINCREMENTS
MULTI LINE VOLTAGE PENDANT -5 POINT CANOPY, BRONZE
L3 WALL MOUNTED ACCENT LIGHT WITH INDUSTRIAL PIPING LED CUSTOMWALL MOUNTED REFER TO ALLOWANCE NO. 1FOR ADDITIONAL INFORMATION
UP
UP
UP
A-411
A1
7
3942 SF
COLLABORATION
103
541 SF
CONFROOM
109
102 SF
SVAOFFICE
110B
501 SF
STUDENTVETERANSLOUNGE
110A
201 SF
STUDY /COMPUTER
110C
188 SF
MEN'STOILET
113
180 SF
WOMEN'STOILET
114
99 SF
CORR.
111
304 SF
COMMUNITYCAFE
108
100 SF
STORAGE
105C
70 SF
ELEC.
106
121 SF
SPECIALISTOFFICE
105B
123 SF
OFFICE
104J
128 SF
OFFICE
104H
116 SF
OFFICE
104G
118 SF
OFFICE104F
170 SF
CORRIDOR
104K
113 SF
OFFICE
104L
113 SF
OFFICE104M
183 SF
CONFERENCEROOM
104B
170 SF
RECEPTION/WAITING
104A
165 SF
VESTIBULE
100
60 SF
STORAGE
104D
216 SF
OFFICE
104E
155 SF
STUDYSPACE
104C
375 SF
FOODPANTRY
102 545 SF
MECHANICAL
101
A-420
A4
A1
A3
A-420
C3
A-420 C1
685 SF
COMPUTERSTATIONS
107
119 SF
IT/HELPDESK
105A
A-420 B2
A-420
D1
A-420D2
A-420B1
A-420 B1
OP
P.
ADA
1 1
2
2
ALIGN
TR
-1
TR-2
TR
-3T
R-3
3
P-2
WC
-1
CGCG
CG
CG
P-4
P-4
P-4
P-4
P-4
TR-1
80.6
°
WC
-1
B4
A-420
E1
A-411
A3
TR-2
TR-2
2
5
P-2
P-3
CG
MTL-1 P-3
6
WC-1
P-4
P-4
P-4
DP-1
P-4
A-420
B6
RS-1
P-3
A-420
D3
CG
CG
A-420
8' -
9 1
/2"
6' - 2 1/2" 2
22
VD-1
4
A-420 D4
WD-1
WD-1
2
1. THE FOLLOWING INTERIOR FINISHES ARE LOCATED THROUGHOUT THESCOPE OF WORK, UNLESS NOTED OTHERWISE. REFER TO INTERIOR FINISHLEGEND FOR SPECIFICATION:
a. ALL INTERIOR WALLS TO BE PAINTED P-1b. CARPET THROUGHOUT TOBE CPT-1c. BASE THROUGHOUT TO BE RB-1d. ALL WINDOW SILLS TO BESS-1e. ALL HM DOOR FRAMES TO BE PAINTED P-6
2. ALL FLOOR MATERIALS TO BE BUTT JOINTED AT TRANSITIONS ONCENTER OF DOOR WHERE APPLICABLE, UNO. PROVIDE EDGE PROTECTION ANDTRANSITION PROFILES WHERE FLOOR MATERIAL CHANGES AND/OR STOPS.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
3. PAINT ALL (EXPOSED PIPES, AIR GRILLES, ETC.) TO MATCHADJACENT WALL COLOR.
4. ALL WALL (MOUNTED CASEWORK, MILLWORK, HARDWARE, EQUIPMENT,ETC.) SHALL BE ANCHORED TO METAL STRAPPING OR ½” FRT PLYWOODBACKING BETWEEN STUDS,U.N.O. COORDINATE ACCORDINGLY.
5. REFER TO A-400 SHEETS AND OTHER DRAWINGS IN ADDITION TO THEFINISH PLANS AND KEYNOTE LEGEND FOR THE FULL EXTENT OF INTERIORFINISHES.
6. ALL FLOORING MATERIALS CONTINUE UNDER CASEWORK TO TOE KICK ORIF OPEN, TO WALL.
7. REPLACE ALL EXISTING VINYL CORNER GUARDS.
FINISH PLAN GENERAL NOTES
CARPET - LVT
CARPET - CONCRETE
CARPET - PORCELAIN TILE
FLOOR TRANSITION LEGEND
TR-1
TR-2
TR-3
XXX
#
WALL FINISH SYMBOL
SHEET NOTE SYMBOL
FINISH SYMBOL LEGEND
CORNER GUARD
CEILING FINISH SYMBOLXXTR-?
TRANSITION TAG
CG
PATTERN DIRECTION
CPT 1
CPT 3
SC-1
FLOOR FINISH LEGEND
CPT 2
LVT
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:0
6 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-141
FIRST FLOOR FINISHPLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR FINISH PLAN
ROOM FINISH SCHEDULEROOM
NUMBER ROOM NAME
FINISH MILLWORK
MISCFLOOR BASE WALL HORIZONTAL VERTICAL100 VESTIBULE CPT-3 RB-1P-1
103 COLLABORATION CPT-1, CPT-2 RB-1 P-1, MTL-1,WC-1
FIREPLACE: CT-1,WD-1
104A RECEPTION/WAITING CPT-1 RB-1 P-1, P-3
104B CONFERENCE ROOM CPT-1 RB-1 P-1, P-2, WD-1
104C STUDY SPACE CPT-1 RB-1 P-1
104D STORAGE SC-1 RB-1 P-1
104E OFFICE CPT-1 RB-1 P-1, P-4
104F OFFICE CPT-1 RB-1 P-1, P-4
104G OFFICE CPT-1 RB-1 P-1, P-4
104H OFFICE CPT-1 RB-1 P-1, P-4
104J OFFICE CPT-1 RB-1 P-1, P-4
104K CORRIDOR CPT-1 RB-1 P-1
104L OFFICE CPT-1 RB-1 P-1, P-4
104M OFFICE CPT-1 RB-1 P-1, P-4
105A IT/HELP DESK CPT-1 RB-1 P-1, P-3 SS-1 PL-1
105B SPECIALIST OFFICE CPT-1 RB-1 P-1, P-4 RS-1
105C STORAGE SC-1 RB-1 P-1
107 COMPUTER STATIONS CPT-1 RB-1 P-1
108 COMMUNITY CAFE LVT-1 RB-1 WD-1, P-3 SS-1 PL-1
109 CONF ROOM CPT-1 RB-1 P-1, P-2, WC-1 SS-1 PL-1
110A STUDENT VETERANSLOUNGE
CPT-1 RB-1 P-1, P-3, WC-1 SS-1 PL-1
110B SVA OFFICE CPT-1 RB-1 P-1, P-4
110C STUDY / COMPUTER CPT-1 RB-1 P-1
FINISH LEGENDCSI SECTION NUMBER CSI SECTION NAME TYPE CODEMANUFACTURER PRODUCT SIZE COLOR CONTACT REMARKS
DIVISION 6
06 2023 INTERIOR FINISH CARPENTRY DECORATIVE METAL PANELS DP-1FORMS & SURFACES FUSED METAL - DALLAS 48X120SHEET
GRAPHITEDIAMOND
CHAD [emailprotected]
.0625" THICK
06 2023 INTERIOR FINISH CARPENTRY RECLAIMED WYOMINGLICENSEPLATES
MTL-1 LOCAL ARTIST ORMILLWORKER
PLATE SIZES OF EQUALDIMENSIONS WITH A VARIETYOF STYLES ANDCOLORS
- - SCREW ATTACHMENT ATPAINTED PLYWOOD BACKERWITH 1/2"SPACING
06 2023 INTERIOR FINISH CARPENTRY WOOD BOARD PANELING WD-1PIONEER MILLWORKS MIXED HARDWOODS 3/4X4 SETTLERS'PLANT
06 4116 PLASTIC LAMINATE FACEDARCHITECTURAL CABINETS
PLASTIC LAMINATE (VERTICAL) PL-1 WILSONART HIGH LINE - 7970K-18BRYNN [emailprotected]
DIVISION 9
09 3013 CERAMIC TILING CERAMIC TILE CT-1 CROSSVILLE CRUX BYSTILE 12X24 EARTH JESSICA [emailprotected]
09 5113 ACOUSTICAL PANEL CEILINGS ACOUSTICAL CEILING ACP-1ARMSTRONG 895 FISSURED 24X48 KELLY[emailprotected]
09 5133 ACOUSTICAL METAL PAN CEILINGS METAL CEILING MTL-2ARMSTRONG 6188 METALWORKS OPENCELL
24X24 PANEL RAL 7032PEBBLE GREY
3" CELL SIZE. INSTALLS AS ALOCK-IN SYSTEM OFUNFRAMED OPENCELLPANELS THAT CONNECT TOMOUNTING AND CROSSRAILS FORASELF-SUSPENDING SYSTEM -NO OTHER SUSPENSIONSYSTEM REQUIRED.
09 6513 RESILIENT BASE ANDACCESSORIES
RESILIENT BASE RB-1 JOHNSONITE RUBBER BASE 4"COVE,ROLLEDGOODS
63 BURNTUMBER
09 6519 RESILIENT TILE FLOORING LUXURY VINYL TILE LVT-1ARMSTRONG NATURAL CREATIONS,MYSTIX SPETTRO
6X36 NA 931 CASPIANSAND
KRISTIN [emailprotected]
BRICK ASHLARINSTALLATION
09 6813 TILE CARPETING CARPET (FIELD) CPT-1 MILLIKEN COLOR FIELDTBD COL122 PALEGULL
SHANNON [emailprotected]
HERRINGBONEINSTALLATION
09 6813 CARPET (ACCENT) CPT-2 MILLIKEN COLOR FIELD TBDCOL182-94-48OIL BLUE
HERRINGBONEINSTALLATION
09 6813 CARPET (WALK-OFF) CPT-3 TANDUS GEO CARPET #979 24X24CHARCOAL#00154
PAM [emailprotected]
09 7200 WALL COVERING VINYL WITH CUSTOM PRINTEDGRAPHIC
WC-1 MAHARAM TEXTURED 54" TBD CUSTOM GRAPHICPROVIDED BYARCHITECT ASA PRINT-READY ELECTRONICFILE.
09 9123 INTERIOR PAINTING PAINT (FIELD) P-1 SHERWIN WILLIAMSEGGSHELL - SW 7005 PUREWHITE
PETER [emailprotected]
09 9123 PAINT (ACCENT) P-2 SHERWIN WILLIAMS EGGSHELL - SW 6244NAVAL -
09 9123 PAINT (ACCENT) P-3 SHERWIN WILLIAMS EGGSHELL - SW6520GRANITE PEAK
-
09 9123 PAINT (ACCENT) P-4 SHERWIN WILLIAMS EGGSHELL - SW9026TARNISHEDTRUMPET
09 9123 PAINT (CEILING) P-5 SHERWIN WILLIAMS FLAT - SW 7005PUREWHITE
-
09 9123 PAINT (DOOR FRAME) P-6 SHERWIN WILLIAMS SEMI-GLOSS - SW6990 CAVIAR -
09 9123 PAINT (STRUCTURE) P-7 SHERWIN WILLIAMS FLAT - SW 6990CAVIAR
09 9123 CHALKBOARD PAINT P-8 TBD TBD - TBD
09 9123 INTERIOR PAINTING SEALED CONCRETE SC-1 - MATTE
DIVISION 10
10 1100 VISUAL DISPLAY UNITS PORCELAIN MARKERBOARD VD-1 CLARIDGETBD TBD
DIVISION 12
12 2413 ROLLER WINDOW SHADES ROLLER SHADES RS-1 MECCOSHADE TBDTBD TBD
12 3661.16 SOLID SURFACING SOLID SURFACE COUNTERTOP SS-1 DU PONTCORIAN 1/2" THICK CLAM SHELL -
SHEET NOTES - FINISH PLANSNOTE # NOTE
1 VENDING MACHINE, OFOI
2 LCD MONITOR
3 (2) UNDERCOUNTER MICROWAVE, OFCI
4 (1) UNDERCOUNTER REF, OFCI
5 SLIDING BARN DOOR
ACCESSORY SCHEDULE-VISUAL DISPLAY UNITSCSI DIV
# CSI DIV NAME Type Mark DESCRIPTION DIMENSIONS REMARKS10 1100VISUAL DISPLAY UNITS VD-1 CLARIDGE PORCELAIN MARKERBOARD 4'-0" X6'-0"
T75
UP
UP
UP
100 SF
STORAGE
105C
70 SF
ELEC.
106
121 SF
SPECIALISTOFFICE
105B
123 SF
OFFICE104J
128 SF
OFFICE
104H
116 SF
OFFICE
104G
118 SF
OFFICE
104F
216 SF
OFFICE
104E
60 SF
STORAGE
104D183 SF
CONFERENCEROOM
104B
165 SF
VESTIBULE
100
545 SF
MECHANICAL
101
375 SF
FOODPANTRY
102
22 SF
FIRESERVICE
102A
201 SF
STUDY /COMPUTER
110C
501 SF
STUDENTVETERANSLOUNGE
110A
20 SF
JAN.
112
3942 SF
COLLABORATION
103
180 SF
WOMEN'STOILET
114
188 SF
MEN'STOILET
113
99 SF
CORR.
111
STUDENT ORGANIZATIONS
304 SF
COMMUNITYCAFE
108
3942 SF
COLLABORATION
103
541 SF
CONFROOM
109
102 SF
SVAOFFICE
110B
SKYLIGHT ABOVE, TYP
113 SF
OFFICE
104M
170 SF
CORRIDOR
104K
155 SF
STUDYSPACE
104C
113 SF
OFFICE
104L
119 SF
IT/HELPDESK
105A
685 SF
COMPUTERSTATIONS
107
170 SF
RECEPTION/WAITING
104A
E
E
E
E
E
E
EE
E
E
E
E
1
1
1
3
2
DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR DIMENSIONS.
FURNITURE AS SHOWN BEST REPRESENTS HOW EACH SPACE IS INTENDED TOBE USED. FINAL SELECTIONS (AS PART OF FF&E), SIZES &LOCATIONS MAY DIFFER FROM DRAWINGS. WHEN COORDINATING ELECTRICAL& SIMILAR ITEMS BASED ON FURNITURE LAYOUT, CONFIRM WITHARCHITECT & OWNER PRIOR TO PROCEEDING.
DO NOT INSTALL FIRE STROBES & ALARMS AT (AREAS) WHEREARTWORK OR WALL HUNG FF&E ITEMS ARE INDICATED. COORDINATEHEIGHTS WITH ARCHITECT.
ALL FURNITURE SPECIFICATIONS TO BE COORDINATED WITH FURNITUREDEALER AND ARCHITECT.
ALL FURNITURE PROCUREMENT TO BE COORDINATED WITH FURNITUREDEALER AND ARCHITECT.
REFER TO ARCHITECTURAL & ELECTRICAL DRAWINGS FOR ALLDECORATIVE LIGHTING, WALL MOUNTED T.V.’s, CONFERENCT TABLES, ETC.REQUIRING HARDWIRING.
FURNITURE NOTED WITH AN “E” REPRESENTS PRODUCTS THAT AREEXISTING.
FURNITURE GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:1
1 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-150
FIRST FLOORFURNITURE PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR FURNITURE PLAN
SHEET NOTES - FURNITURE PLANSNOTE # NOTE
1 PRINTER, OFOI
2 ALL FURNITURE IS SHOWN FOR REFERENCE ONLY AND IS NOT PARTOFTHIS PROJECT SCOPE.
3 BUILT IN SHELVING TO REMAIN
FIRST FLOOR98' - 0"
1
C1
A-300
DEMO EXISTING ANGLED WOOD SOFFIT, REPLACE WITH GYP. BOARDBULKHEAD AND SOFFIT OVER EXISTING METAL STUDS
DEMO EXISTING WOOD SOFFIT, REPLACE WITH GYP. BOARD BULKHEAD
D1
A-522
A6
A-521
A4
A-522
C2
A-521
ADJ BLDG FLOOR100' - 0"
ROOF117' - 0"
T.O. PRECAST WALL114' - 0"
FIRST FLOOR98' - 0"
A B C D
A1
A-300
A-522
D1
DEMO EXISTING ANGLED WOOD SOFFIT, REPLACE WITH GYP. BOARDBULKHEAD AND SOFFIT OVER EXISTING METAL STUDS
A3
A-521
E3
A-522
C2
A-521
FIRST FLOOR98' - 0"
A
201 SF
STUDY /COMPUTER
110C
188 SF
MEN'STOILET
113
EXTERIOR PRECAST EXTERIOR WALL
DEMO EXISTING CMU WALL EXTENTS SHOWN HATCHED
DEMO EXISTING DOOR FRAME AND DOOR
DEMO EXISTING STEEL BEAM LINTEL
SAW CUT AND DEMO EXISTING CAST-IN-PLACE CONCRETE CEILING ALONGINSIDE FACE OF CMU WALL
EXISTING CMU WALL TO REMAIN ALONG END CONDITION
EXISTING PRECAST ROOF DOUBLE TEE
EXISTING CAST-IN-PLACE CONCRETE CEILING TO REMAIN ALONG 3 SIDESOF PERIMETER
A-522
E1
8' - 0"
B.O. C.I.P CEILING
E3
A-522 A-522
E1
SIM. OPP. HAND
A-610
A4
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:1
4 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-300
BUILDING SECTIONS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
CM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/4" = 1'-0"A1BUILDING SECTION - NORTH TO SOUTH
1/4" = 1'-0"C1BUILDING SECTION - EAST TO WEST
3/8" = 1'-0"D1WALL SECTION AT EXISTING VAULT
1
FIREPLACE
80
% C
PT
-2, 2
0%
CP
T-1
12 F
ULL
TIL
ES
18
' -
0"
80
% C
PT
-2, 2
0%
CP
T-1
18 F
ULL
TIL
ES
10
' -
5 1
/4"
8' - 2"
80% CPT-2, 20% CPT-1
8 FULL TILES
8' - 2"
80% CPT-2, 20% CPT-1
6 FULL TILES
7' - 1 1/2"
80% CPT-2, 20% CPT-1
10 FULL TILES
80
% C
PT
-2, 2
0%
CP
T-1
7 F
ULL
TIL
ES
11
' -
7 1
/4"
CPT 1
CPT 3
SC-1
FLOOR FINISH LEGEND
CPT 2
LVT
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:1
7 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-411
ENLARGED FINISHPLAN AND DETAILS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/4" = 1'-0"A1 ENLARGED FINISH PLAN @ FIREPLACE
1/4" = 1'-0"A3
ENLARGED FINISH PLAN @COLLABORATION 2
109
A1
A-522
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
123661.16.A00SOLID SURFACINGCOUNTERTOPS
FILL1/2" 3' - 9" 3' - 9"
BULKHEAD ABOVE
A4
A-520
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
2' -
10
"
EQ EQ
5' -
0"
P-2
D2
A-520
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
WALL MOUNTED LCD MONITOR, RE: AV/IT
WD-1
D3
A-522
BULKHEAD ABOVE
WALL BEYOND
3' - 0"3' - 0"
OPEN
2' - 3"
2' -
10
"D2
A-520
123661.16.A00SOLID SURFACINGCOUNTERTOPS
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
096513.A01RESILIENT BASE
110B
D3
A-522
P-3
WD-1
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
FILL1/2"
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"
2' -
10
"
WD-1
A2
A-520
A5
A-520
BRADLEY LENOX 6-TIER LOCKERS, OFCI, RE: SPECS
062023.A28INTERIOR WOOD BOARDPANELING
096513.A01RESILIENT BASE
4"
OPEN OPEN A-420
C5
E1
A-521
A1
A-520
PROVIDE LOCKS ON SINK BASE CABINET
OPEN TO BEYOND
PRINTERS, OFOI
VENDING MACHINE
096513.A01RESILIENT BASE
104K
105A
ALIGN
062023.A00INTERIOR FINISHCARPENTRY
DP-1
E4
A-521
SLIDING DOORS
5' - 0" 3' - 1"
A1
A-521
A4
A-521
D1
A-521
105D 105D
2' -
6"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
SOLID SURFACE ALL SIDESA-610
A1
DECORATIVE SCONCE LIGHTING, L3 TYPE, RE: RCP & ELEC
EQ EQ
096513.A01RESILIENT BASE
D2
A-520
5' -
0"
WALL MOUNTED LCD MONITOR, RE: AV/IT
EQ EQ
5' -
0"
WALL MOUNTED LCD MONITOR RECESSED INTO WALL, RE: AV/IT
D2
A-520
OPEN TO BEYOND
A6
A-521
MTL-1
8' -
0"
4' - 0"
103 103
A-420
E5
2"
TV
HT
.2
"
2" TV WIDTH 2"
CT-1, RE: FINISH SCHEDULE
A3
A-521
FINISHED CEILING, RE: RCP
C2
A-521
START FIRST FULL PLANK HERE
SEE FLOOR PLAN
093013.A01CERAMIC TILING, LARGEFORMAT
062023.A28INTERIOR WOOD BOARDPANELING
096513.A01RESILIENT BASE
3' -
0"
1' -
4"
FINISHED CEILING, RE: RCP
C2
A-521
START FIRST FULL PLANK HERE
096513.A01RESILIENT BASE
WOOD WALL BEYOND
105A
096513.A01RESILIENT BASE
OPEN TO BEYOND
(2) BF MOBILE PEDESTALS ON CASTERS, SAME LOCK&KEY ONBOTH
2' -
6"
9' - 0"
D1
A-521
SLIDING DOOR BEYOND
3/4" END SUPPORT W/ PLAM BOTH SIDES
1
A-420
D5
3' - 1
0 3
/4"
13' - 4
1/2
"
A-420
F2
A-420
E3
A-420
F3
A-420
E2
WD-1
P-3
3' - 6"8' - 9 1/2"
A-520
D1
OPEN BEYOND
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
2' - 6"5' - 6"2' - 6"
145.0° 155.0°
50.0
°
096513.A01RESILIENT BASE
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
MITER CORNERS, TYP
B1
A-520
D1
A-520
OPEN BEYOND
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
WATERFALL SOLID SURFACE DOWN TO FINISHEDFLOOR
D1
A-520
OPEN BEYOND
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS5' - 6"2' - 6"3' - 0"
53.0
° 25.0
°
145.0°
096513.A01RESILIENT BASE
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
MITER CORNERS, TYP
B1
A-520
D1
A-520
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
WATERFALL SOLID SURFACE DOWN TO FINISHEDFLOOR
OPEN BEYOND
D1
A-520
4"
2"
8"
2"
10"
2"
4"
2"
1' -
0"
2"
4"
2"
8"
2"
1' -
0"
2"
8"
2"
8"
2"
1' -
0"
P-3BEYOND, TYP
062023.A28INTERIOR WOOD BOARDPANELING
096513.A01RESILIENT BASE
MIT
ER
ED
GE
S, T
YP
E1
A-521
20' - 11 1/2"
ALIGN FIRST FULL PLANK WITH T.O.
BLACKSPLASH
OPEN FOR CASEWORK
15' - 0 1/2"
3' -
2"
EQ EQ
5' -
0"
096513.A01RESILIENT BASE
WALL MOUNTED LCD MONITOR, RE: AV/IT
P-2
TERIMNATE PAINT AT INSIDE CORNER
D1
A-521
TY
P4
"
ALIGN STRIKE PLATE WITH OUTSIDE EDGE OF DOOR
105A
SLIDING DOOR BEYOND
3/4" END SUPPORT W/ PLAM BOTH SIDES
A3
A-521
C2
A-521
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
093013.A01CERAMIC TILING, LARGEFORMAT
START FIRST FULL PLANK HERE
WALL MOUNTED LCD MONITOR, RE: AV/IT
3' -
6"
EQEQ
C2
A-521
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
START FIRST FULL PLANK HERE
EQ
12 EQ PLATES
12' - 11" EQ
EQ
13
EQ
PLA
TE
S
7' -
6"
EQ
TY
P
1"
096513.A01RESILIENT BASE
062023.A00INTERIOR FINISHCARPENTRY
INSTALLATION: BRICK ASHLAR
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:2
4 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-420
INTERIORELEVATIONS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/4" = 1'-0"A3 CONFERENCE RM - EAST
1/4" = 1'-0"A1 CONFERENCE 109 - NORTH
1/4" = 1'-0"C3
STUDENT VETERANS LOUNGE 110A -SOUTH
1/4" = 1'-0"A4 CONFERENCE 109 - SOUTH
1/4" = 1'-0"D5 COMMUNITY CAFE - EAST
1/4" = 1'-0"C1 COMPUTER STATIONS 107 - EAST
1/4" = 1'-0"B1 COLLABORATION 103 - WEST
1/4" = 1'-0"B2 COLLABORATION 103 - EAST
1/4" = 1'-0"D1 FIREPLACE - 1
1/4" = 1'-0"D2 FIREPLACE - 2
1/4" = 1'-0"B4 IT/HELP DESK 105A - WEST
1/4" = 1'-0"E1
ENLARGED PLAN - COMMUNITY CAFEISLAND
1/4" = 1'-0"E3 ISLAND - 2
1/4" = 1'-0"F2 ISLAND - 3
1/4" = 1'-0"F3 ISLAND - 4
1/4" = 1'-0"E2 ISLAND - 1
1/2" = 1'-0"C5
ENLARGED ELEVATION - WOOD WALL @CAFE
1/4" = 1'-0"B6 CONFERENCE 104B - SOUTH
1/4" = 1'-0"B5 IT/HELP DESK 105A CLOSED
1/4" = 1'-0"D3 FIREPLACE - 3
1/4" = 1'-0"D4 FIREPLACE - 4
1/2" = 1'-0"E5
ENLARGED ELEVATION - LICENSEPLATE WALL
BASE AS SCHEDULED
COUNTERTOP RE: FINISH PLANS
BACKSPLASH, RE: INTERIOR ELEVATIONS
3 7
/8"
1' - 11 1/4" CABINET
6"
2' -
10
"
1 1
/2"
3/4"
ADJ. SHELF
123661.16.A00SOLID SURFACINGCOUNTERTOPS
1 1
/2"
4"
1" PARTICLE BOARD
3/4"
MITERED CORNER
BASE CABINET
1/2"
1/2
"1
/4"
THINSET BONDING AGENT W/CRACK SUPPRESSION MEMBRANE
PORCELAIN TILE
STAINLESS STEEL LEVEL CHANGE TRANSITION
CARPET TILE
ADHESIVE
STRUCTURAL CONCRETE
CONCRETE FLOORING
CARPET TILE
ADHESIVE
RUBBER TRANSITION
3/8
"
ADHESIVEADHESIVE
1/8
"
CARPET TILE
RUBBER TRANSITION
STRUCTURAL CONCRETE
RESILIENT FLOORING
BASE AS SCHEDULED
COUNTERTOP RE: FINISH PLANS
BACKSPLASH, RE: INTERIOR ELEVATIONS
2' -
10
"
1 1
/2"
ADJ. SHELF
1' - 11 1/4" CABINET
CARPET TILE, RE: FINISH PLANS
RUBBER BASE AS SCHEDULED, RE: FINISH SCHEDULE
STRUCTURAL CONCRETE
ADHESIVE RESILIENT BASE AS SCHEDULED, RE: FINISH SCHEDULE
STRUCTURAL CONCRETEFINISH AS SCHEDULED
LAVATORY, RE: PLUMBING.
BASE AS SCHEDULE
PIPING COVER INSULATION
BACKSPLASH, RE: INTERIOR ELEVATIONS
COUNTERTOP, RE: FINISH PLANS
2' - 0"
1 1
/2"
3/4"
1' - 11 1/4" CABINET
2' -
10
"
CONCEALED BRACE; FLUSH-MOUNTED HEAVY DUTY BRACKET
COUNTERTOP ON SUBSTRATE, RE: FINISH PLAN
BASE AS SCHEDULED
FINISHED FLOOR
HSS 3X3X1/4 TUBE STEEL SUPPORT @ 4'-0" O.C. MAX AND 6" FROM EACHEND
2' -
8"
3 1
/2"
EDGE OF SOLID SURFACE BEYOND
123661.16.A00SOLID SURFACINGCOUNTERTOPS
096513.A01RESILIENT BASE
EQ EQ
5X8X3/8 BASE PLATE W/ (2) 1/2" DIA. X 2 1/2" EMBEDDED EXPANSIONANCHORS
PLAM ON SUBSTRATE, EACH SIDE
COUNTERTOP;RE: FINISH PLANS
BASE AS SCHEDULED
FINISHED PLAM PANEL ON ALL EXPOSED FACES OF CASEWORK
BLOCKING, AS REQ'D
DOOR PULL, RE: SPECS
1/4" PLYWOOD BACK
4" 3"
UNDER-COUNTER MICROWAVE, OFCI
EQ
EQ
2' -
10
"
BACKSPLASH;RE: FINISH PLANS
2' - 0"
1' - 11 1/4" CABINET
6 1
/2"
10' - 2"
1 1/2"
6 1
/2"
ALIG
N
ALIG
N
MITER ALL CORNERS. EASE EDGES.
6 1
/2"
WRAP PLANKS ON ALL SIDES OF BUMP-OUT
WALL AS SCHEDULED
DEMOUNTABLE WALL
WOOD BLOCKING
062023.A28INTERIOR WOOD BOARDPANELING
A-520
D6
A-520
D6
SIM OPP
3/4
"
DEMOUNTABLE MULLION RECESSED INTO WOOD WALL
062023.A28INTERIOR WOOD BOARDPANELING
4"
1' -
7"
1' -
7"
3/4" PLYWOOD
123661.16.A00SOLID SURFACINGCOUNTERTOPS
4"
1' -
7"
1' -
7"
TIMBERLAND STEEL POST ANCHOR MODEL 12PV W/ (4) 1/2" DIA. X 21/2" EMBEDDED EXPANSION ANCHORS
TIMBERWOOD MODEL 8P, ROUGH STYLE, EXTEND MIN. 6" ABOVECEILING
WIRING CHANNEL, COORDINATE TERMINATION POINT WITH FURNITUREVENDOR
EXISTING CONCRETE SLAB ON GRADE
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:2
5 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-520
INTERIOR DETAILS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1 1/2" = 1'-0"A1
CASEWORK SECTION - BASE CABINET -DRAWER(S) AND DOOR
3" = 1'-0"E6
COUNTERTOP SECTION - SOLIDSURFACE
3" = 1'-0"E4
FLOOR TRANSITION - CARPET TO TILE(TR-3)
3" = 1'-0"E3
FLOOR TRANSITION DETAIL - CARPETTO CONCRETE (TR-2)
3" = 1'-0"E1
FLOOR TRANSITION DETAIL - CARPETTO RESILIENT FLOORING (TR-1)
1 1/2" = 1'-0"A4
CASEWORK SECTION - BASE CABINET -ADJ. SHELF AND DOOR(S)
3" = 1'-0"D2
MATERIAL TRANSITION - RUBBER BASETO CARPET
3" = 1'-0"D4
MATERIAL TRANSITION - RUBBER BASETO CONCRETE
1 1/2" = 1'-0"A2
CASEWORK SECTION - BASE CABINET -TYP. SIDE APPROACH SINK
1 1/2" = 1'-0"B1
CASEWORK SECTION - TYP.COUNTERTOP DETAIL AT NEW WALL
1 1/2" = 1'-0"A5
CASEWORK SECTION - ISLAND BASECABINET W/ DRAWERS &MICROWAVESHELF
1 1/2" = 1'-0"B4 PLAN DETAIL - CONF ROOM ENTRY
1 1/2" = 1'-0"D6
PLAN DETAIL - STOREFRONT @ WOODWALL
1 1/2" = 1'-0"D1
PLAN DETAIL - ISLAND COUNTERTOPSUPPORTS
1 1/2" = 1'-0"B2 WOOD POST ANCHOR DETAIL
062023.A28INTERIOR WOOD BOARDPANELING
3/4" PLYWOOD
EXPOSED FASTENERS
WALL AS SCHEDULED, RE: FLOOR PLAN
ADHESIVE
COUNTERTOP, RE: FINISH PLANS
TERMINATE WOOD WALL AT INSIDE CORNER. CONTINUE ALL 2" REVEALS ONALL WALLS UNTIL TERMINATION.
MITER ALL WOOD EDGES, TYP
062023.A00INTERIOR FINISHCARPENTRY
RE: INT ELEV FOR PANEL DESIGN
MOUNT TO WALL WITH CONCEALED BLOCKING. FINISH EXPOSED SIDES OFBLOCKING TO MATCH ADJ. WALL
.0625" THICK CORREGATED METAL PANEL
TYP
6"
1/4
"
ALIGN B.O. DOOR W/ T.O. COUNTER
WALL BEYOND OPENING
CONCEALED BRACE; FLUSH-MOUNTED HEAVY DUTY BRACKET. PAINTED TOMATCH WALL. PROVIDE FINISH CLIP AT WALL.
COUNTERTOP WITHOUT BACKSPLASH, RE: FINISH PLAN
BASE AS SCHEDULED
1 1
/2"
FINISHED FLOOR
PARTITION AS SCHEDULED, RE: WALL TYPES
MOBILE PED ON CASTERS, COORDINATE HEIGHT WITH COUNTER ANDBRACE
SLIDING BARN DOOR
TOP TRACK, PROVIDE BLOCKING AT ANCHOR POINTS
1' - 0" 2' - 0"
3' - 0"
SE
E D
OO
R S
CH
ED
ULE
2' -
2"
1" PLYWOOD
123661.16.A00SOLID SURFACINGCOUNTERTOPS
096513.A01RESILIENT BASE
4" 3"
BLOCKING AS REQ'D
D1
A-521
4"
SLIDING DOOR LATCH HARDWARE, EA DOOR
8' -
0"
TOP TRACK
SLIDING BARN DOOR
096513.A01RESILIENT BASE
RE: PLAN FOR WALL TYPE
COORDINATE LCD DEPTH WITH SLIDING DOOR TRACK DIMS
WALL MOUNTED LCD MONITOR ON MOUNT, RECESS INTO WALL
2"
TV
HE
IGH
T2
"
PROVIDING BLOCKING AT ALL SLIDING TRACK ANCHOR POINTS, TYP.
2 1/2" METAL STUD INFILL AT TV RECESS
3 1/2"
METAL STUD BOX HEADER TO SPAN RECESSED OPENING
SLIDING TRACK OFFSET AT EA. ANCHOR POINT
E4
A-5211
"9
' -
7"
4"
062023.A00INTERIOR FINISHCARPENTRY
096513.A01RESILIENT BASE
EXPOSED FASTENERS
EXISTING WALL
GYP BD CEILING, RE: RCP
BLOCKING AS REQ'D
DP-1
DECORATIVE WALL SCONCE L3, RE: ELEC
FINISHED FLOOR
3' -
0"
1' -
4"
062023.A28INTERIOR WOOD BOARDPANELING
MITER ALL WOOD EDGES, TYP
WALL TILE MORTAR BED
SCHEDULED WALL, RE: FLOOR PLAN
5/8" TILE BACKER UNIT, TYP. FOR TILE INSTALL
WOOD WALL BEYOND
FIREPLACE TRIM PIECE
C2
A-521
103100.02MANUFACTUREDELECTRIC FIREPLACES
OP
EN
1' -
3 3
/4"
7 1/4"
093013.A01CERAMIC TILING, LARGEFORMAT
096513.A01RESILIENT BASE
1' - 0 1/2" 1' - 0 1/2"
STRIKE PLATE ATTACHED TO BACK OF SLIDING DOOR
TRANSACTION SIDE OF COUNTER
HELP DESK SIDE OF COUNTER
SLIDING DOOR LOCK ATTACHED TO GYP BD
SLIDING BARN DOOR
OVERSIZED PER ELEVATION
093013.A01CERAMIC TILING, LARGEFORMAT
062023.A28INTERIOR WOOD BOARDPANELING
103100.02MANUFACTUREDELECTRIC FIREPLACES
WOOD PANELING ON HORIZONTAL PLANE
EQ
EQ
8"
7' - 3 3/4"
2' - 3"
2' -
9"
SCHLUTER-QUADEC
MITER ALL WOOD EDGES, TYP
BLOCKING AS REQ'D
WALL MOUNTED LCD, RE: INTERIOR ELEVATION
9' - 0"
TIMBERWOOD MODEL 8P, ROUGH STYLE
WIRING CHANNEL, COORDINATE WITH FURNITURE VENDOR
ROTATED 45 DEGREES RE: FLOOR PLAN
B2
A-520
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/4
/2018
8:4
8:2
9 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-521
INTERIOR DETAILS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1 1/2" = 1'-0"E1
PLAN DETAIL- WOOD WALL @COMMUNITY CAFE
1 1/2" = 1'-0"E4
PLAN DETAIL - DECORATIVE METALPANELS @ COMPUTER STATIONS
1 1/2" = 1'-0"A1
SECTION DETAIL - COUNTER AT NEWHELP DESK WALL
1 1/2" = 1'-0"A6
SECTION DETAIL - SLIDING BARN DOOR@ COLLABORATION
1 1/2" = 1'-0"A4
SECTION DETAIL - DECORATIVEMETAL PANELS @ COMPUTERSTATIONS
1 1/2" = 1'-0"A3
SECTION DETAIL - INSET ELECFIREPLACE
1 1/2" = 1'-0"D1
PLAN DETAIL - LOCK ON HELP DESKSLIDING DOOR
1 1/2" = 1'-0"C2 PLAN DETAIL - INSET ELEC FIREPLACE
1 1/2" = 1'-0"E6 PLAN DETAIL - TYP POWER PULL
2' -
6 3
/4"
DESIGN INTENT: FLOATING WOOD PLANE FRAMES ENTRY INTO CONFERENCEROOM
092900.B055/8" INTERIOR GYPSUM
BOARD - TYPE X
061053.A24FIRE-RETARDANT-TREATED
PLYWOOD
WOOD FASCIA
CASCADING WOOD WALL BEYOND
095113.A00ACOUSTICAL PANELCEILING
092900.B165/8" INTERIOR GYPSUMBOARD, MOISTURE-ANDMOLD-RESISTANT- TYPEX
ALIGN EDGE OF WOOD CEILING WITH WALL BEYOND
DEMONTABLE PARTITION
1' - 6"
2 1/4"
6 1
/2"
6 1
/2"
10' - 2 3/4"
MITER ALL CORNERS. EASE EDGES.
062023.A28INTERIOR WOOD BOARDPANELING
A-520
D6
SIM
RE
: R
CP
4"
MIN
5/8" GYP BD
SCHEDULED WALL, RE: WALL TYPES
3/4" Z-REVEAL
054000.A00COLD-FORMED METALFRAMING
062023.A00INTERIOR FINISHCARPENTRY
SUSPENDED GYP BD, RE: RCP
RE
: R
CP
062023.A00INTERIOR FINISHCARPENTRY
RE
: R
CP
054000.A00COLD-FORMED METALFRAMING
095113.A00ACOUSTICAL PANELCEILING
062023.A00INTERIOR FINISHCARPENTRY
MIN4"
062023.A00INTERIOR FINISHCARPENTRY
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
095113.A00ACOUSTICAL PANELCEILING
095423.B01END CAP
EXISTING SKYLIGHT BEYOND
1 1/2" 3 1/4"
6"
4 3
/4"
MIN4"
1' -
0"
095131.01.A00ACOUSTICAL METALCEILINGS
COVE LIGHT, RE: ELEC
ALIG
N
MIN4"
EXISTING 3 5/8" METAL STUD AND GYP. BOARD WALL TO REMAIN
EXTEND NEW 3 5/8 STUD AND SECURELY FASTEN TO EXISTING STUD
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
9 1/2"
EXISTING 3 5/8" METAL STUD TO REMAIN, CUT LENGTH TO REVISEDCEILING HEIGHT
DEMOUNTABLE WALL AS SCHEDULED
SUSPENDED ACOUSTICAL CEILING SYSTEM, RE: RCP FOR TYPE
SCHEUDLED WALL, RE: WALL TYPES
MIN6"
AL
IGN
4"
MIN
RE
: R
CP
4"
SUSPENDED ACOUSTICAL CEILING SYSTEM, RE: RCP FOR TYPE
SCHEUDLED WALL, RE: WALL TYPES
SUSPENDED GYP. BD. CEILING SYSTEM, RE: RCP FOR TYPE
COVE LIGHT, RE: ELEC
2" AXIOM TRIM
RE
: R
CP GYP BD
SAW CUT AND DEMO EXISTING CAST-IN-PLACE CONCRETE CEILING ALONGINSIDE FACE OF CMU WALL, TYP. ALONG 3 SIDES
EXISTING CAST-IN-PLACE CONCRETE CEILING TO REMAIN ALONG 3 SIDESOF PERIMETER
NEW CEILING AS SCHEDULED
EXISTING CMU WALL TO REMAIN
EXISTING PRECAST EXTERIOR WALL TO REMAIN
DEMO EXISTING CMU WALL
1-2F
SAW CUT AND DEMO EXISTING CAST-IN-PLACE CONCRETE CEILING
DEMO EXISTING CMU WALL
DEMO EXISTING WALL FURRING
DEMO EXISTING CEILING GRID AND PANELS
EXISTING CMU WALL TO REMAIN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/5
/2018
8:1
2:0
3 A
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-522
CEILING DETAILS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
CM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1 1/2" = 1'-0"A1
CEILING DETAIL - CONFERENCE RMWOOD ENTRY
1 1/2" = 1'-0"C1 CEILING DETAIL - TYP GYP TO ACT
1 1/2" = 1'-0"C3 CEILING DETAIL - WD TO GYP REVEAL
1 1/2" = 1'-0"C2 CEILING DETAIL - TYP WD TO ACT
1 1/2" = 1'-0"D1
CEILING DETAIL - MTL TO ACTTRANSITION @ SKYLIGHT
1 1/2" = 1'-0"D5 CEILING DETAIL - ACP @ TRANSOM
1 1/2" = 1'-0"D3
CEILING DETAIL - COVE LIGHT @CONFERENCE ROOM
1 1/2" = 1'-0"A4 CEILING DETAIL - TYP BULKHEAD
1 1/2" = 1'-0"E1 DEMO CEILING DETAIL
1 1/2" = 1'-0"E3 DEMO CEILING DETAIL
DOOR TYPES
7" 8"
8"
2' -
0"
SE
E S
CH
ED
ULE
SE
E S
CH
ED
![CROSSROADS BUILDING RENOVATION...Jan 04, 2018 · STORAGE 2 OCC 300 SF /OCC 22 SF FIRE SERVICE 102A 201 SF CONF 14 OCC 15 SF /OCC 484 SF RECEPTION 5 OCC 100 SF /OCC 20 SF JAN 1 OCC - [PDF Document] (2024)](data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAQAAAC1HAwCAAAAC0lEQVR42mP8/h8AAvMB+NzmkbcAAAAASUVORK5CYII=)