-
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:12:52 PM
C100
COVER
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
LARAMIE COUNTY COMMUNITY COLLEGE
EDUCATIONAL ENRICHMENT CENTER - BASEMENT RENOVATION
-
?
A6011 SIM
MATCHLINE - A10.00
A01.011
3
2
A011
1
3
2
INDICATES ROOM NAMEINDICATES ROOM NUMBER
EXISTING WALLS OR ELEMENTS TO BE DEMOLISHED
KEY NOTES
DOOR TAG, SEE SHEET A700 FOR DOOR SCHEDULE
WINDOW TAG
WALL TYPE, SEE SHEET A101
INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET
NUMBER
CALLOUT TAG
ROOM TAG
INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET
NUMBER
BUILDING SECTION TAG
NO ARROW INDICATES NOT IN USE
INDICATES DETAIL NUMBER
INDICATES SHEET NUMBER
EXTERIOR ELEVATION TAG
NO ARROW INDICATES NOT IN USE
INDICATES DETAIL NUMBER
INDICATES SHEET NUMBER
INTERIOR ELEVATION TAG
CEILING HEIGHT TAG
ELEVATION MARK
MATCHLINEINDICATES SHEET NUMBERINDICATES MATCHLINE
INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET
NUMBER
WALL SECTION TAG
INDICATES SIMILARINDICATES DETAIL NUMBERINDICATES SHEET
NUMBER
DETAIL SECTION TAG
0.1 GRIDLINE
ROOM NAME101
10'-0"X
1
1111
1A501
SIM
1A501
SIM
1A501
SIM
W#
NEW WALL CONSTRUCTION
EXISTING WALL CONSTRUCTION TO REMAIN
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:12:58 PM
G100
GENERAL NOTES
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
A/C AIR CONDITIONINGACT ACOUSTIC TILEADH ADHESIVEADJ ADJACENTAFF
ABOVE FINISH FLOORAH ACRYLIC FACED HARDBOARDALUM ALUMINUM ANCH
ANCHORALT ALTERNATEARCH ARCHITECT(URAL)ASR AS REQUIREDAWB
ACOUSTICAL WALL BOARDAWC ACOUSTICAL WALL COVERING
BD BOARDBE BLOCK ENHANCERBP BRICK PAVERBM BEAMBTWN BETWEENBLDG
BUILDINGBLK(G) BLOCK (ING)BRK BRICKBSMT BASEMENTBTU BRITISH THERMAL
UNIT
CAB CABINETCFM CUBIC FEET / MINUTECG CORNER GUARDCJ CONTROL
JOINTCPT CARPET CL CENTER LINECLG CEILINGCLR CLEAR(ANCE)CM
CORRUGATED METALCMU CONCRETE MASONRY UNITCOL COLUMNCONC
CONCRETECORR CORRIDORCP CEMENT PLASTERCRK CORKCT CERAMIC TILECTR
CENTERCW COLD WATER
DIA DIAMETERDIM DIMENSIONDN DOWNDP DIAMOND PLATE DR DOORDTL
DETAIL DWG DRAWING
EA EACHEJ EXPANSION JOINTEX EXISTINGELEC ELECTRICALELEV
ELEVATIONENT ENTRANCEEP EPOXY PAINTEQ EQUALEST ESTIMATEEXP
EXPOSEDEXT EXTERIOR
FE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFD FLOOR
DRAINFIN FINISH
GA GAUGEGAL GALVANIZEDGB GRAB BARGL GLASS, GLAZINGGT GLAZED
TILEGYP GYPSUMGYP BD GYPSUM BOARD
HDWR HARDWAREHT HEIGHTHM HOLLOW METALHVAC HEATING / VENTILATION/
ACHW HOT WATER
IN INCHINSUL INSULATIONINT INTERIOR
JAN JANITORJST JOISTJT JOINT
KIT KITCHENKWH KILOWATT HOUR
LAM LAMINATELAV LAVATORYLB(S) POUND(S)LCK LOCKERLP LATEX PAINTLT
LIGHTLTG LIGHTING
MAR MARBLEMCP METAL CLAD PANELSMFR MANUFACTURERMEZZ MEZZANINEMH
MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLWK MILLWORKMTL
METAL
NIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALE
OC ON CENTEROD OUTSIDE DIAMETEROP OPERABLE PARTITION
ABBREVIATIONS
PC PRECAST CONCRETEPLY PLYWOODPNT PAINTPC PRIME COATPL
PLASTERPLAM PLASTIC LAMINATEPLE PLASTER-EPOXYPLP PLASTER-PAINTPOL
POLYURETHANEPWR POWER
QT QUARRY TILEQTY QUANTITY
RB RUBBER BASERC RUBBER COVE BASERCP REFLECTED CEILING PLANRD
ROOF DRAINREQ'D REQUIREDRM ROOMRO ROUGH OPENINGRR RADIAL RUBBER
TILERS RUBBER STRAIGHT BASERU RUSTED AND SEALED
SC SEALED CONCRETESCH SCHEDULESEC SECTIONSHT SHEETSIM SIMILARSL
SLATESLR SEALERSPEC SPECIFICATIONST STONESTL STEELSTOR STORAGESUS
SUSPENDED SV SHEET VINYL
T&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPERED THK
THICKNESSTHR THRESHOLDTHRU THROUGHTO TOP OFTOB TOP OF BEAMTOC TOP
OF CURBTOW TOP OF WALLTL TILETS TUBE STEELTW* TILE WAINSCOT TO
48",
PAINTED GYP BD ABOVETYP TYPICALTZ TERRAZZO
UBC UNIFORM BUILDING CODEUR URINALUTIL UTILITY
VAR VARIESVCB VINYL COVE BASEVCT VINYL COMPOSITION TILEVERT
VERTICALVEST VESTIBULEVGB VINYL WRAPPED GYPSUM BOARD VR VARNISHED
STAINVIF VERIFY IN FIELDVIN VINYL VT VINYL WITH TEDLAR FINISHVWC
VINYL WALL COVERING
WC WATER CLOSETWD WOODW/O WITHOUTWDP WOOD PANELINGWPR WALL
PAPERWR WATER RESISTANT
NOTE:
NOT ALL ABBREVIATIONS ARE USED IN THISDRAWING SET. OTHER
ABBREVIATIONS MAY BEDEFINED IN OTHER SECTIONS OF THE
DRAWINGS,SHOULD QUESTIONS ARISE CONTACT THEARCHITECT FOR
CLARIFICATION.
GENERAL NOTES SYMBOLS LEGENDMAPS SHEET INDEX
1. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS. NOTIFY
ARCHITECT IMMEDIATELY WHEN DISCREPANCIES ARE DISCOVERED.
2. ALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY AT NEW
CONSTRUCTION, AND FACE OF FINISH AT ALL EXISTING WALLS, UNLESS
NOTED OTHERWISE.
3. PROVIDE GYPSUM BOARD CONTROL JOINTS, FLOOR TO CEILING, AT
30'-0" O.C. MAX. FOR WALL PARTITIONS EXCEEDING 30'-0" IN LENGTH.
WHERE OPENINGS OCCUR WITHIN SPACING, PROVIDE CONTROL JOINTS FROM
THE CORNER OF DOOR FRAME HEAD AND JAMB TO CEILING AT STRIKE SIDE,
UNLESS NOTED OTHERWISE.
4. ALL OUTSIDE CORNERS IN CORRIDORS AND CIRCULATION PATH SHALL
RECEIVE CORNER GUARDS. CORNER GUARDS SHALL BE FROM 4" ABOVE FINISH
FLOOR TO 48" ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE. SEE
SPECIFICATIONS.
5. ALL INTERIOR FINISH PLANES, LINES AND CORNERS MUST BE
STRAIGHT, NEAT AND CLEAN. ANY MATERIALS ABUTTING EACH OTHER MUST
ALIGN. EDGES SHALL BE SHARP AND TRUE.
6. DIMENSIONS FROM DOOR JAMBS (HINGE SIDE) TO ADJACENT WALLS
SHALL BE 4" FROM FACE OF STUD OR MASONRY OF ADJACENT WALL TO BACK
OF DOOR FRAME JAMB, UNLESS NOTED OTHERWISE.
7. CONTRACTOR SHALL PROTECT THE EXISTING CONSTRUCTION TO REMAIN
FROM DAMAGE DURING SELECTIVE AND BULK DEMOLITION AND RENOVATIONS.
ANY DAMAGE THAT OCCURS SHALL BE REPAIRED TO THE FULL SATISFACTION
OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER.
8. CONSTRUCTION DOCUMENTS HAVE BEEN DEVELOPED FROM EXISTING
DRAWINGS AND FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY
EXISTING CONSTRUCTION PRIOR TO START OF DEMOLITION. NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND
CONSTRUCTION DOCUMENTS IMMEDIATELY.
9. CONTRACTOR SHALL COORDINATE ANY WORK REQUIRED IN ADJACENT
SUITES WITH THE OWNER PRIOR TO THE START OF WORK.
10. AREAS NOT IN CONTRACT (NIC) WILL BE OCCUPIED DURING
DEMOLITION AND RENOVATIONS. CONTRACTOR SHALL PROTECT THESE AREAS
DURING CONSTRUCTION AND DEMOLITION ACTIVITIES.
11. CONTRACTOR SHALL KEEP ACTIVITIES TO A MINIMUM IN ADJACENT
AREAS DURING CONSTRUCTION.
12. IT IS THE RESPONSIBILITY OF THE MECHANICAL AND ELECTRICAL
SUBCONTRACTORS TO REVIEW ALL DRAWINGS INCLUDING ARCHITECTURAL AND
STRUCTURAL FOR WORK UNDER THEIR RESPECTIVE CONTRACTS. NO EXTRAS
WILL BE ALLOWED FOR WORK SHOWN IN ANY PART OF THE DRAWINGS OR
DESCRIBED IN ANY PART OF THE SPECIFICATIONS.
13. CONTRACTOR SHALL PREPARE EXISTING WALLS TO REMAIN FOR
REFINISHING AND PAINT AS REQUIRED.
14. SEAL ALL PENETRATIONS THROUGH EXISTING AND NEW WALL
CONSTRUCTION WITH APPROVED SEALANT.
15. SIGNAGE WILL BE PROVIDED BY OWNER. CONTRACTOR TO COORDINATE
LOCATIONS OF SIGNAGE WITH OWNER AND PROVIDE BLOCKING IN WALL CAVITY
AS REQUIRED.
16. ALL RATED PARTITIONS SHALL BE PROVIDED WITH CONTINUOUS UL
LISTED FIRESTOP JOINT ASSEMBLY AT TERMINATION OF TOP OF WALL AND
STRUCTURE ABOVE.
17. ALL PENETRATIONS AT RATED PARTITIONS AND WALLS SHALL BE
FIRESTOP WITH UL FIRESTOP ASSEMBLIES.
18. CONTRACTOR SHALL ENSURE THAT EXISTING CONSTRUCTION CARRYING
A FIRE OR SMOKE RATING SUCH AS CHASE WALLS, FIRE BARRIERS, SMOKE
BARRIERS, FIRE PROTECTION AT STRUCTURAL ELEMENTS, FIRE PARTITIONS
ARE NOT COMPROMISED DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.
PLEASE NOTIFY ARCHITECT IF THERE IS ANY QUESTION IN REGARDS TO THE
INTEGRITY OF THESE ELEMENTS DURING CONSTRUCTION AND DEMOLITION
ACTIVITIES.
M000 MECHANICAL COVER SHEETM101 MECHANICAL FLOOR PLANSM201
MECHANICAL SCHEDULE AND DETAILSM301 MECHANICAL SPECIFICATIONSM302
MECHANICAL SPECIFICATIONSP101 PLUMBING FLOOR PLANSP201 PLUMBING
SCHEDULE AND DETAILSFP101 FIRE PROTECTION FLOORPLANS
E000 ELECTRICAL COVER SHEETE101 LIGHTING DEMOLITION AND NEW
PLANSE102 POWER - DEMOLITION AND NEW PLANSE103 SYSTEMS - DEMOLITION
AND NEW PLANSE201 ELECTRICAL SCHEDULES AND DETAILSE301 ELECTRICAL
SPECIFICATIONS
SHEET INDEX, MECHANICAL
SHEET INDEX, ELECTRICAL
A100 DEMOLITION FLOOR AND REFLECTED CEILING PLANA101 FLOOR
PLANA102 DIMENSION PLANA300 ENLARGED PLAN AND GENERAL BUILDING
DETAILS A301 ENLARGED PLAN AND GENERAL BUILDING DETAILS A400
REFLECTED CEILING PLANA600 FINISH FLOOR PLANA601 INTERIOR
ELEVATIONSA602 CASEWORK DETAILS AND MOUNTING HEIGHTSA700
WINDOW/DOOR SCHEDULEA701 DOOR AND WINDOW DETAILSA702 DOOR AND
WINDOW DETAILS
SHEET INDEX, ARCHITECTURAL
C100 FIRE LINE SITE PLANC101 FIRE LINE PLAN AND PROFILEC102 FIRE
LINE DETAIL SHEET
SHEET INDEX, CIVIL
SHEET INDEX, GENERAL SHEETS
G100 GENERAL NOTESG200 CODE STUDY
-
2
OFFICE9
1
OFFICE10
2
OFFICE11
1
OFFICE12
1
OFFICE13
2
OFFICE14
1
FIRE RISER15
1
IT SERVER16
1
OFFICE18
1
OFFICE19
1
CUSTODIAL20
1
ELECTRICAL CLOSET21
9
BREAK ROOM22
1
OFFICE23
1
OFFICE24
2
OFFICE25
1
OFFICE261
OFFICE27
1
OFFICE28
13
CONFERENCE 22
21
CONFERENCE 13
2
IT STORAGE5
1
OFFICE6
2
OFFICE7
1
OFFICE8
2
OFFICE35 1
OFFICE34
1
OFFICE33
2
OFFICE32
WOMEN30
MEN292
OFFICE37
1
OFFICE36
-72
CORRIDOR1
-0
CORRIDOR 317
36240
11240
36 240
240
36310
11 240
9240
6' -
2 5/
8"
5' - 5 1/8"
3' -
8"
5' -
0 1/
8"
4' - 8 1/8"
5' - 7 3/4"
36 225
Travel Distance - 142'-6"
Trav
el D
ista
nce
- 122
"-5"
37' - 3 15/32"
36 240
5' -
1 1/
8"
11240
OCCUPANCY LOAD OF SPACE
OCCUPANCY LOAD OF SPACE
OCCUPLANCY LOAD OF SPACE, INCLUDING ACCESSORY SPACE
NUMBER OF OCCUPANTS EXITING
DOOR CAPACITY (0.XX PER INCH)
NUMBER OF OCCUPANTS EXITING
STAIR CAPACITY (0.XX PER INCH)
OCCUPANCY LOAD TAG
OCCUPANCY LOAD TAG
STAIR EGRESS TAG
DOOR EGRESS TAG
1 HOUR FIRE BARRIER CONSTRUCTION
1 HR
SMOKE BARRIER
SMOKE
TRAVEL DISTANCE
30' TRAVEL DISTANCE
Name101XX
XXXXXX
Name101
XXXXXX
XXXXXX
LEVEL 1 ALTERATIONS - RENOVATION CONSISTS OF REPLACEMENT OF
FINISHES ONLY THIS AREA. 1,882 SF
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:17:18 PM
G200
CODE STUDY
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
Occupant Load Schedule
Number Name Area Load Factor Occupant Load
1 CORRIDOR 647 SF2 CONFERENCE 2 186 SF 15 133 CONFERENCE 1 311
SF 15 214 ADA UNISEX RESTROOM 63 SF5 IT STORAGE 415 SF 300 26
OFFICE 105 SF 150 17 OFFICE 182 SF 150 28 OFFICE 139 SF 150 19
OFFICE 172 SF 150 210 OFFICE 146 SF 150 111 OFFICE 156 SF 150 212
OFFICE 132 SF 150 113 OFFICE 136 SF 150 114 OFFICE 159 SF 150 215
FIRE RISER 98 SF 300 116 IT SERVER 174 SF 300 117 CORRIDOR 3 1071
SF18 OFFICE 142 SF 150 119 OFFICE 142 SF 150 120 CUSTODIAL 120 SF
300 121 ELECTRICAL CLOSET 132 SF 300 122 BREAK ROOM 121 SF 15 923
OFFICE 141 SF 150 124 OFFICE 140 SF 150 125 OFFICE 189 SF 150 226
OFFICE 138 SF 150 127 OFFICE 138 SF 150 128 OFFICE 135 SF 150 129
MEN 153 SF30 WOMEN 161 SF31 CORRIDOR 2 199 SF32 OFFICE 164 SF 150
233 OFFICE 122 SF 150 134 OFFICE 122 SF 150 135 OFFICE 159 SF 150
236 OFFICE 130 SF 150 137 OFFICE 195 SF 150 238 VESTIBULE 135 SF39
RAMP 213 SF40 STORAGE 158 SF41 ENTRY 68 SFGrand total: 41 7811 SF
80
1/8" = 1'-0"G2001 Lower Level Code Plan
CODE PLAN LEGENDCODE INFORMATION
PROJECT NAME - EEC LOWER LEVEL RENOVATIONCLIENT - LARAMIE COUNTY
COMMUNITY COLLEGELOCATION - CHEYENNE, WYOMINGCODES:
2018 INTERNATIONAL BUILDING CODES2018 EXISTING BUILDING CODE2018
FIRE CODE2018 PLUMBING CODE2018 MECHANICAL CODE2017 NATIONAL
ELECTRICAL CODE2018 INTERNATIONAL PLUMBING CODE
SCOPE - RENOVATION OF THE LOWER GARDEN LEVEL OF THE EEC BUILDING
INTO OFFICE SPACE. THE SPACE IS CURRENTLY A MIXTURE OF CLASSROOMS
AND OFFICES. A SPRINKLER SYSTEM IS BEING INSTALLED AS PART OF THIS
PROJECT FOR THE LOWER LEVEL ONLY. THE FIRE RISER WILL BE SIZED FOR
THE UPPER FLOOR TO BE SPRINKLED AT A LATER TIME.
AREA OF RENOVATION - 7,811 SF1,882 SF - REPLACING FINISHES5,929
SF - RENOVATION
CONSTRUCTION TYPE - IIBFIRE SPRINKLER - YES, A NEW SPRINKLER IS
BEING INSTALLED AS PART OF THIS PROJECT FOR THE LOWER LEVEL
ONLY.OCCUPANCY - IBC - B OCCUPANCY
PLUMBING FIXTURE COUNT
CLASSIFICATION OF WORK -LEVEL 1 ALTERATION - 1,882 SFLEVEL 2
ALTERATION - 5,929 SF
NO CHANGE IN OCCUPANCY
NO ADDITIONS
SECTION 803 - FIRE PROTECTIONCORRIDOR RATINGS - WHERE AN
APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED THROUGHOUT THE
STORY, THE REQUIRED FIRE-RESISTANCE RATING FOR ANY CORRIDOR LOCATED
ON THE STORY SHALL BE PERMITTED TO BE REDUCED IN ACCORDANCE WITH
THE INTERNATIONAL BUILDING CODE.
DEAD END CORRIDORS -50 FEET IN BUILDINGS EQUIPPED WITH AN
AUTOMATIC FIRE ALARM.
SECTION 809 PLUMBING -THE OCCUPANT LOAD HAS BEEN REDUCED AND NOT
INCREASED BY MORE THAN 20 PERCENT. AN ADA RESTROOM HAS BEEN ADDED
ALONG WITH THE EXISTING RESTROOM GROUPS.
-
W
STST
CO
-0+06
0+00
1+00
2+00
3+00
3+09
BP: -
0+05
.94
PI: 0
+35.
43
PI: 1
+71.
66
PI: 2
+64.
10
EP: 3+09.29
STA
0+00
.00
DESIG
N SP
EED
= 60 m
i/h
W
W
W
W
W
W
W
W
G
S
ST
W
UE
W
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING WATER LINE
EXISTING UNDERGROUND ELECTRICAL LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED FIRE LINE
EEC BUILDING
PROPOSED 6" DUCTILE IRON FIRE LINE
TIE INTO EXISTING WATER LINEAPPROXIMATELY 6.5' DEEP
CONNECT TO BUILDINGFIRE LINE (SEE MECHANICAL)
12'
10'
BUSINESS AND TECHNOLOGYBUILDING
SAWCUT EXISTING CONCRETE AND REPLACEAT EXISTING JOINTS
SAWCUT EXISTING CONCRETE AND REPLACEAT EXISTING JOINTS ST
GENERAL NOTES
1. MAINTAIN A MINIMUM COVER OF 6.5-FEET OVERPROPOSED FIRE
LINE
2. MAINTAIN A MINIMUM OF 18-INCHES OF SEPARATIONAT SANITARY AND
STORM SEWER CROSSINGS. IFSEPARATION IS LESS THAN 18-INCHES
CONTRACTORSHALL INSTALL CROSSING PROTECTION PER DETAIL ONSHEET
C102.
3. THE UTILITY LOCATIONS SHOWN ARE AS MARKED BYTHEIR OWNERS,
FROM THE OWNERS RECORDS. THE SIZEAND LOCATION OF UNDERGROUND
UTILITIES WAS NOTVERIFIED BY EXCAVATION. THE CONTRACTOR
ISRESPONSIBLE FOR LOCATING AND PROTECTING UTILITIESDURING
CONSTRUCTION.
4. EXISTING UTILITIES BURIED DEPTHS ARE SHOWN FORREFERENCE AND
CONVENIENCE ONLY. ACTUAL DEPTHSHAVE NOT BEEN VERIFIED BY
EXCAVATION.
5. IRRIGATION LINES ARE NOT SHOWN ON DRAWING.CONTRACTOR
RESPONSIBLE FOR LOCATING ANDPROTECTING/REPLACING ANY IRRIGATION
LINES FOUNDDURING CONSTRUCTION.
EXISTING SIDEWLAKS
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and
designsincorporated herein, as an instrument ofprofessional
service, is the property of Tobin &Associates, P.C. Tobin &
Associates, P.C. arethe author of this document and retain
allcommon law, statutory and other reservedrights, including
copyright. This document isnot to be used, in whole or part, for
any otherproject without the written authorization ofTobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA,ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
3/11/2019 2:15:50 PM
C100
FIRE LINE SITE PLAN
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 8200
Bill Zink (307) 778-5222
LCCC EDUCATIONAL
ENRICHMENT CENTER
BASEMENT RENOVATION
1400 E College Dr,Cheyenne, WY 82007
20 20
10
SCALE 1"=20'
100% CDs 03/19/19
\\IM
ESRVD
C01\Projects\20422 H
E TO
BIN
AN
D ASSO
CIATES LCCC EEC Fire Line\D
WG
\LCCC EEC Titleblock M
AR11.dw
g, Site Plan, 3/18/2019 4:38:57 PM
-
5995
6000
6005
6010
5995
6000
6005
6010
-0+05 0+00 0+50 1+00 1+50 2+00 2+50 2+95
Underground Electric Crossing@ Station 2+49.32
10" Existing Sewer Crossing@ Station 2+74.10
Storm Sewer CatchBasin Crossing @ Station
1+86.14
10" Existing Storm Sewer@ Station 0+23.48
Tie Into Existing 6"Waterline with Thrust Blocking@ Station
0+00
Install 6" Gate Valve withThrust Blocking @ Station 0+05
Install Bend with withThrust Blocking @ Station 0+35.43
Install Bend withThrust Blocking @ Station 1+71.66
Install Bend withThrust Blocking @ Station 2+64.10
Dip pipe per detail 537
Connect to Building Firelane (See Mechanical Drawings)
6" Gate Valve with Thrust Blocking
W
W
ST
ST
ST
ST
CO
-0+060+00
1+00
2+00
3+00
3+09
BP: -0
+05.9
4
PI: 0+
35.43
PI: 1
+71.
66
PI: 2
+64.
10
EP: 3+09.29
STA 0
+00.0
0
DESIG
N SPE
ED =
60 m
i/h
W W W W W W W W W W W W W W W W W W
STST
3/11/2019 2:15:50 PM
C101
FIRE LINE PLAN ANDPROFILE
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 8200
Bill Zink (307) 778-5222
LCCC EDUCATIONAL
ENRICHMENT CENTER
BASEMENT RENOVATION
1400 E College Dr,Cheyenne, WY 82007
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and
designsincorporated herein, as an instrument ofprofessional
service, is the property of Tobin &Associates, P.C. Tobin &
Associates, P.C. arethe author of this document and retain
allcommon law, statutory and other reservedrights, including
copyright. This document isnot to be used, in whole or part, for
any otherproject without the written authorization ofTobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA,ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
10 10
5
SCALE 1"=10'
100% CDs 03/19/19
P:\20422 H
E TO
BIN
AN
D ASSO
CIATES LCCC EEC Fire Line\D
WG
\LCCC EEC Titleblock M
AR11.dw
g, Plan &
Profile, 3/18/2019 4:39:14 PM
-
3/11/2019 2:15:50 PM
C102
FIRE LINE DETAIL SHEET
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 8200
(307) 778-5222
LCCC EDUCATIONAL
ENRICHMENT CENTER
BASEMENT RENOVATION
1400 E College Dr,Cheyenne, WY 82007
DATE
PLOTTED ON:
ARCHITECT #:
OWNERSHIP OF DOCUMENTS:This document and the ideas and
designsincorporated herein, as an instrument ofprofessional
service, is the property of Tobin &Associates, P.C. Tobin &
Associates, P.C. arethe author of this document and retain
allcommon law, statutory and other reservedrights, including
copyright. This document isnot to be used, in whole or part, for
any otherproject without the written authorization ofTobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA,ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
100% CDs 03/19/19
P:\20422 H
E TO
BIN
AN
D ASSO
CIATES LCCC EEC Fire Line\D
WG
\LCCC EEC Titleblock M
AR11.dw
g, D
etail, 3/18/2019 4:39:19 PM
-
UP
UP
UP
UP
UP
87' - 1 1/8" INSIDE TO INSIDE
86' -
6 1
/2" I
NSI
DE
TO IN
SID
E
D24
D02
D02
D02
D02
D02D02
D02D02
D02D02
D02
D02
D02
D02
D02
D02D02
D02
D02D02
D02
D02
D02D02
D02
D02
D03D03 D03
D03D03
D03
D03
D03
D03D03
D03 D03
D03
D03
D03
D03
19' -
10
5/8"
3' -
4 7/
8" 10' -
3 1
/4"
19' -
11
3/8"
74' - 10 5/16"
5' -
6"
12' -
1 3
/8"
46' -
11
5/8"
2' - 4"
3' -
0 7/
8"7'
- 6
3/4"
4' -
4 3/
8"6'
- 4
5/8"
5' - 1 3/4" 10' - 5 7/8" 9' - 9 5/8" 8' - 3 1/2" 4' - 1
15/16"
D19
D08
D14
D14
D03
D18
D02
D02
D04
D04
D03
D04
D04D04
D04
D02
D18
D18
D18
D18
D18
D25
D12 D12 D12
D12
D12
D12 D12D12D12
D12
D12
D12
D27
D06
D14
B B
A A
C
1
1
2
2 3
4
4
5
5
2.9 3.1
D05
D23
D23
D21
D21
D21
D09
D07
D21
D10 D10 D10
D10
D10
D10D10
D10
D10
D10
D10
D11D13
D26 D26 D26 D26
D26
D26
D16
D03D17
D26 D26
D26
D26
D26
3A100
D0 D0
D0
D0
D0
D0
D0
D0
D0
D0D0
D0
D0
D0
D0
D0 D0
D0
D0
D0
D0
D0D0D0D0
D0
D0
D0
D28
D17
D17
D1
D29
D30
D01 D01 D01
D01 D01
D01
D01
D01
D01
D01
D01
D01
D01
D01
D01
D01D01
D01
D01 D01
D01
D01
D01
D01D01 D01
D01
D01
D01
D01
B B
A A
C C
1
1
2
2 3
4
4
5
5
2.9 3.1
D15
D22
1. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION TO REMAIN FROM
DAMAGE DURING DEMOLITION ACTIVITIES. ANY DAMAGE THAT OCCURS SHALL
BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AT NO ADDITIONAL
COST TO THE OWNER.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONSTRUCTION PRIOR TO
THE START OF DEMOLITION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES
BETWEEN (E) CONDITIONS AND CONSTRUCTION DOCUMENTS IMMEDIATELY.
3. CONTRACTOR SHALL COORDINATE ANY WORK REQUIRED IN ADJACENT
AREAS, OUTSIDE OF LIMITS OF PHASED RENOVATIONS, WITH OWNER PRIOR TO
THE START OF WORK.
4. COORDINATE RENOVATIONS WITH MECHANICAL, PLUMBING AND
ELECTRICAL SYSTEMS.
5. EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER
TIGHT CONDITION AT ALL TIMES THROUGHOUT ALL PHASES OF
CONSTRUCTION.
6. CONTRACTOR SHALL NOT BLOCK EGRESS (EXIST, STAIRS, ETC.) FROM
THE BUILDING AT ANY TIME THAT THE BUILDING IS OCCUPIED.
7. CONTRACTOR TO DEMOLISH ALL EXISTING INTERIOR SIGNAGE.
LEVEL 01100' - 0"
3' - 1" +/- VIF
DEMO EXISTING CONCRETE STEPS AND PORTION OF
EXISTING RAMPDATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:09:26 PM
A100
DEMOLITION FLOOR ANDREFLECTED CEILING PLAN
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
N 1/8" = 1'-0"A100
2 DEMOLITION - FLOOR PLAN
GENERAL NOTES KEYNOTES
D01 REMOVE EXISTING ACOUSTICAL TILE CEILING AND GRID.D02
DEMOLISH EXISTING STUD FRAMED WALL PARTITION.D03 DEMOLISH EXISTING
DOOR, HOLLOW METAL FRAME AND HARDWARE.D04 DEMOLISH EXISTING HOLLOW
METAL WINDOW AND FRAME.D05 DEMOLISH EXISTING CASEWORKD06 REMOVE
ALUMINUM STOREFRONT, SALVAGE DECORATIVE OAK BAND.D07 DEMOLISH
PORTION OF RAMP AND LANDING SHOWN WITH DIAGONAL HATCHD08 REMOVE
EXISTING CARPET FLOORING AND BASE. PREPARE SUBSTRATE FOR NEW
FLOORING AS NECESSARY.D09 DEMOLISH EXISTING CONCRETE STEPSD10
DEMOLISH EXISTING WINDOW BLINDS.D11 DEMOLISH EXISTING DOOR, HOLLOW
METAL FRAME AND HARDWARED12 EXISTING WINDOW TO REMAIN.PROTECT
EXISTING WINDOWS DURING RENOVATION.D13 INFILL WALL OPENING WITH
LIKE CONSTRUCTION.D14 DEMOLISH EXISTING HANDRAILD15 REMOVE EXISTING
CEILING SOUND SYSTEMD16 DEMOLISH WALK OFF GRATING.D17 SAWCUT SLAB
FOR SANITARY SEWER INSTALLATION. COORDINATE WITH MECHANICALD18
EXISTING VINYL WALL COVERING TO BE REMOVED. SKIM COAT GYPSUM WALL
BOARD FINISH AS NECESSARY TO MATCH EXISTING
ADJACENT WALLS. REMOVAL AND REPLACEMENT OF EXISTING DRYWALL IS
AN ACCEPTABLE CONTRACTOR OPTION IN LIEU OFSKIM COAT.
D19 EXISTING FIRE EXTINGUISHER CABINETD21 SAW CUT AND REMOVE
PORTION OF PRECAST CONCRETE PANEL FOR INSTALLATION OF NEW HM WINDOW
FRAME. SEE WINDOW
FRAME TYPES FOR SIZES.D22 REMOVE EXISTING CEILING MOUNTED
PROJECTOR. RETURN TO OWNER.D23 DEMOLISH WALL CHAIR RAILD24 EXISTING
ELECTRICAL PANEL.D25 EXISTING ELECTRICAL PANEL TO BE RELOCATED.
COORDINATE WITH ELECTRICAL.D26 REMOVE PORTION OF INTERIOR FRAMING
AND GYPSUM WALL FOR INSTALLATION OF NEW HM WINDOW FRAME. SEE FLOOR
PLAN
FOR LOCATIONSD27 DEMOLISH WATER FOUNTAIN.D28 REMOVE EXISTING VCT
FLOORING AND BASE. PREPARE SUBSTRATE FOR NEW FLOORING AS
NECESSARY.D29 DEMOLISH EXISTING SINKD30 SAWCUT SLAB FOR
INSTALLATION OF NEW RAMP
1/8" = 1'-0"A100 REF: A100 / 31 DEMOLITION - CEILING PLAN
N
1" = 1'-0"A100 REF: A100 / 23 DEMO SECTION
-
ELECTRICALCLOSET
21
OFFICE9
OFFICE10
OFFICE11
OFFICE12
OFFICE13
OFFICE14
FIRE RISER15
IT SERVER16
OFFICE8
IT STORAGE5
OFFICE6
OFFICE18
OFFICE19
CUSTODIAL20
BREAK ROOM22
OFFICE23
OFFICE24
OFFICE25
OFFICE27
OFFICE28
OFFICE7
OFFICE26
OFFICE32
OFFICE33
OFFICE34
OFFICE35
OFFICE36
OFFICE37 MEN
29
WOMEN30
CONFERENCE 13
CONFERENCE 22
CORRIDOR 231 CORRIDOR
1
CORRIDOR 317
W-1
A3008
A3007
A601
6
A6017
ADA UNISEXRESTROOM
4W-2
3
5
2
28
9
8
4
16
18
19
20
22
23
24
7 6
10 11 12 13 14
15
27 26
25
1
4 58
4
5
HM-6
17A
1
1
1
1
1
1
1
1
7
2210
RICHARD
TIM
ERIC KENMIKE
EDIE
KIM
CHAD
JOHN
TED
JOSH
AUSTIN
A601
11
A601 16
A601
12
W-1
W-1
W-1
W-1
W-1W-1
W-1W-1
W-1
W-1W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
W-1
A6011
A3001
10
13
HM-5 HM-5
HM-5
HM-5
HM-5
HM-4
HM-4
HM-4
HM-4 HM-4 HM-4
17
B B
A A
C C
1
1
2
2
3
3
4
4
5
5
2.9 3.1
A601
8
A101
2
RAMP39
STORAGE40
HM-7 HM-7 HM-7
10
9A300
32
32
32
32
33
34
34
34
34
VICTORIA
W-3
1
35
36
3737 DN DN
DN31
A601 14
A30011
A101 5
A101
4
A1013A6019
A7006
17A701
VESTIBULE38
A601 15
E31
36
48 49
37
38
1
9
9
5655
57
54
AL-8
11
W-1
HM-6
60
60
61
62
59
31
AL-9
AL-1
0
AL-1
1
36
66
68
66
68
67
ENTRY41
WALL TYPE: W1
5/8" GYPSUM BOARD3 5/8" METAL STUD FRAMING AT 16" O.C.20
GA.SOUND BATT INSULATION WHERE SHOWN
NOTE: UNLESS OTHERWISE NOTED, ALL WALLS SHALL EXTEND A MIN. OF
4" ABOVE FINISHED CEILING AND HAVE A SMOOTH FINISH.
WALL TYPE: W2
5/8" GYPSUM BOARD6" METAL STUD FRAMING AT 16" O.C., 20 GA.SOUND
BATT INSULATION WHERE SHOWN
WALL TYPE: W3
EXISTING 5/8" GYPSUM BOARD TO REMAIN7/8" HAT CHANNEL AT 16"
O.C.EXISTING CMU WALL TO REMAINNEW LAYER OF 5/8" GYPSUM BOARD
WALL TYPE: W4
5/8" GYPSUM BOARD3 5/8" METAL STUD FRAMING AT 16" O.C.20 GA.
1. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DRAWINGS. NOTIFY
ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.
2. PROVIDE VERTICAL CONTROL JOINTS AT GYPSUM BOARD WALLS
EXCEEDING 30'-0" MAXIMUM LENGTH. PROVIDE JOINTS AT DOOR HEAD ON
LATCH SIDE AND AT WINDOWS ABOVE AND BELOW WINDOW ON ONE SIDE.
COORDINATE JOINT LOCATIONS WITH ARCHITECT.
3. CONTRACTOR SHALL SEAL ALL NEW AND EXISTING THROUGH WALL
PENETRATIONS.
4. CONTRACTOR SHALL COORDINATE LOCATIONS AND ELEVATIONS OF
ELECTRICAL OUTLETS, DATA OUTLETS, SWITCHES AND ANY OTHER WALL
MOUNTED EQUIPMENT WITH CASEWORK, FURNISHINGS AND OTHER EQUIPMENT
SHOWN ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. CONTACT
ARCHITECT SHOULD DISCREPANCIES EXIST.
5. CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING AT LOCATIONS
WHERE WALL MOUNTED EQUIPMENT IS TO BE INSTALLED.
6. PROTECT EXISTING CONSTRUCTION DURING DEMOLITION AND
RENOVATION ACTIVITIES. CONTRACTOR SHALL REPAIR OR REPLACE ANY
PORTIONS OF EXISTING BUILDING DAMAGED DURING THESE ACTIVITIES AT NO
COST TO OWNER.
7. CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL TRADES AND
RESPECTIVE MECHANICAL, ELECTRICAL AND ARCHITECTURAL SCOPES OF WORK
AND INFORM ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
WORK.
8. ALL HOLLOW METAL DOORS AND DOOR FRAMES (NEW AND EXISTING,
INTERIOR AND EXTERIOR), TO BE PAINTED PAINT COLOR 8.
9. NEW HORIZONTAL BLINDS AT ALL WINDOWS.
LEVEL 01100' - 0"
8" M
IN. V
IF
HM-4 HM-4 HM-4 HM-4
WINDOW HEAD HT.111' - 5"
4140 40 40
46 42
40
LEVEL 01100' - 0"
HM-5 HM-5 HM-5
MIN
8" V
IF
WINDOW HEAD HT.111' - 5"
40
46
40 40
42
LEVEL 01100' - 0"
HM-5 HM-5
8" M
IN. V
IF
WINDOW HEAD HT.111' - 5"
4140
43
4041
4642
67
LEVEL 01100' - 0"
HM-4 HM-4 HM-4
8" M
IN. V
IF 40
46 42
45
40 40
1/2" MIN. OF FLEXIBLE SEALANT
DRYWALL J-BEAD APPLIED TO TOP EDGE OF FACELAYER OF GYP BOARD
FIRE RATED - TOP OF WALLFIRE RESISTANCE AND SOUND CONTROL,
DESIGN MANUAL - GYPSUM SYSTEMSGA - 600 - 2018
SRS 7101
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:09:58 PM
A101
FLOOR PLAN
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007GENERAL NOTES KEYNOTES
WALL TYPES
1/8" = 1'-0"A1011 LOWER LEVEL FLOOR PLAN
N
49 SAW CUT AND REMOVE EXISTING SLAB AS NECESSARY FOR
INSTALLATION OF NEW FIRE RISER.COORDINATE WITH MECHANICAL, SEE
TYPICAL INFILL DETAIL 2/A600.
54 EXISTING ADA OPERATOR SWITCH TO REMAIN55 ACCESS CONTROL CARD
READER. INSTALL AT NEW STOREFRONT.56 REUSE EXISTING ADA OPERATOR.57
REUSE EXISTING DOOR OPERATOR. REMOVE AND REINSTALL FOLLOWING
INSTALLATION OF NEW
STOREFRONT AND DOOR ASSEMBLY.58 WALL INFILL WHERE DOOR OR FRAME
HAVE BEEN REMOVED. INFILL WITH STUD FRAMING AND GYPSUM
BOARD, SEE DETAIL 12/A300.59 MOP HOLDER WITH SHELF, SEE SHEET
A700 FOR TYPICAL MOUNTING HEIGHT.60 EXISTING ALUMINUM STAIR TREADS
TO REMAIN.61 INSTALL NEW ALUMINUM FRAMED STOREFRONT.62 EXISTING
STOREFRONT TO REMAIN.66 FIRE RATED TOP OF WALL. SEE DETAIL ON
A101.67 EXISTING DRAIN TO REMAIN.68 FIRE CAULK TOP OF EXISTING
WALL.
1 ALIGN NEW FINISHES WITH EXISTING ADJACENT WALL.4 WALL INFILL
WHERE DOOR OR FRAME HAVE BEEN REMOVED. INFILL WITH SIMILAR WALL
CONSTRUCTION.5 MOP SINK LOCATION. SEE DETAIL 8/A602, COORDINATE
WITH PLUMBING.7 REFRIGERATOR, OWNER PROVIDED. WATER CONNECTION
NEEDED, SEE PLUMBING.9 EXISTING HANDRAIL TO REMAIN.10 TELEVISION,
OWNER PROVIDED. COORDINATE WITH ELECTRICAL. PROVIDE BLOCKING AS
NECESSARY.
CONTRACTOR TO PROVIDE UNIVERSAL MOUNT. COORDINATE FINAL MOUNTING
HEIGHT WITHOWNER/ARCHITECT.
11 EXISTING FIRE EXTINGUISHER CABINET RELOCATED, SEE SHEET A700
FOR TYPICAL MOUNTING HEIGHT.22 PRINTER, OWNER PROVIDED. PROVIDE
POWER AND DATA AS REQUIRED. COORDINATE WITH
ELECTRICAL.31 EXISTING HANDRAIL TO REMAIN. SAND AND REFINISH TO
BLEND WITH NEW HANDRAIL.32 EXTEND WALLS TO DECK. FRAMING AROUND NEW
AND EXISTING PLUMBING REQUIRED. COORDINATE
WITH MECHANICAL.33 MURAL, SEE SPECIFICATIONS.34 WOOD ACCENT
WALL, SEE SHEET A600.35 CORE DRILL FOR EXHAUST, 8" ROUND.
COORDINATE WITH MECHANICAL.36 SAW CUT EXISTING SLAB FOR
INSTALLATION OF NEW WASTE LINES. COORDINATE WITH MECHANICAL.
SEE TYPICAL INFILL DETAIL 2/A600.37 REPLACE EXISTING HANDRAIL
WITH NEW, TO MATCH EXISTING SIZE, SHAPE AND COLOR.40 NEW WINDOW,
MATCH EXISTING WINDOW HEIGHT.41 EXISTING WINDOW TO REMAIN.42
FOLLOWING INSTALLATION OF NEW WINDOW UNITS, TOUCH UP HIGH
PERFORMANCE COATING AT
EXTERIOR WALL AS NECESSARY (TYPICAL)43 EXISTING CONDENSING UNIT,
PROTECT DURING CONSTRUCTION ACTIVITIES45 PROTECT EXISTING SHRUBS
DURING CONSTRUCTION ACTIVITIES46 EXISTING DECORATIVE PRECAST BAND
TO REMAIN.48 CORE DRILL EXISTING WALL AS NECESSARY FOR INSTALLATION
OF NEW FIRE LINE. SEE CIVIL AND
MECHANICAL DRAWINGS.
1/8" = 1'-0"A101 REF: A101 / 12 PARTIAL BUILDING ELEVATION -
NORTH
1/8" = 1'-0"A101 REF: A101 / 13 PARTIAL BUILDING ELEVATION -
EAST
1/8" = 1'-0"A101 REF: A101 / 14 PARTIAL BUILDING ELEVATION -
SOUTH
1/8" = 1'-0"A101 REF: A101 / 15 PARTIAL BUILDING ELEVATION -
WEST
-
UPUP
UP
UP
ELECTRICALCLOSET
21
87' - 1 1/8"
86' -
6 1
/2"
OFFICE9
OFFICE10
OFFICE11
OFFICE12
OFFICE13
OFFICE14
FIRE RISER15
IT SERVER16
OFFICE8
IT STORAGE5
OFFICE6
OFFICE18
OFFICE19
CUSTODIAL20
BREAK ROOM22
OFFICE23
OFFICE24
OFFICE25
OFFICE27
OFFICE28
OFFICE7
OFFICE26
OFFICE32
OFFICE33
OFFICE34
OFFICE35
OFFICE36
OFFICE37 MEN29
WOMEN30
CONFERENCE 13
CONFERENCE 22
14' - 10" 10' - 10" 11' - 6 3/16" 10' - 2 7/8" 10' - 0 3/4" 11'
- 8 1/4"
14' -
4"
11' -
0"
12' - 9"
16' -
0"
9' -
4 1/
2"
8' - 8 1/2" 8' - 10" 19' - 11 7/16"
9' -
9"9'
- 8"
9' -
3"8'
- 4"
8' -
0 1/
4"
14' - 5" +/-
11' - 11" 3' - 2"
17' - 0 1/8"
5' -
6 1/
2"
11' -
4 1
/4"
15' - 1"
2' -
2"
9' - 0"
5' -
8"14
' - 3
"
1' -
6"
7' - 11 3/4" +\- 9' - 11 5/16" +\-
4' -
5 1/
2" +
\-9'
- 9
3/4"
+\-
9' -
3 1/
2" +
\-17
' - 1
1 1/
8" +
\-
15' -
8 7
/8" 6
' - 5
7/8
"5'
- 5"
7' -
11 1
/2"
10' -
4"
5' -
8"3'
- 7
1/2"
3' -
0"2'
- 9"
5' -
5"
ADA UNISEXRESTROOM
4
5' - 6 1/2" 15' - 1 1/2"
23' -
10"
B B
A A
C C
1
1
2
2 3
4
4
5
5
2.9 3.1
5' - 10" 14' - 5" +/-
5' -
6 3/
4"13
' - 5
3/8
"
15' - 1"
7 3/8"
7 3/8"8' - 0" 8' - 0" 8' - 4 11/32"
12' - 1 3/4"
1' - 8"
20' -
2 5
/8"
8' -
1 1/
2"11
' - 1
"
6' -
7 1/
2"13
' - 6
1/4
"
9' - 4 1/2"
9' -
3 5/
8"
17' - 7 3/16" +/- 19' - 11" +/- 12' - 6 1/4" +/-
15' -
10
1/2"
+/-
9' -
10 1
/4" +
/-10
' - 1
0 3/
4" +
/-
9' - 11" +/- 9' - 11" +/-9' - 3 1/16" +/-
6' - 3 1/2"
22' - 6 1/8" 9' - 0" 14' - 5" +/-17' - 3 15/32"
4' - 10 3/4" +/-
8' -
0" +
/-
13' - 9 9/16"
ENTRY41
1. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DRAWINGS. NOTIFY
ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.
2. PROVIDE VERTICAL CONTROL JOINTS AT GYPSUM BOARD WALLS
EXCEEDING 30'-0" MAXIMUM LENGTH. PROVIDE JOINTS AT DOOR HEAD ON
LATCH SIDE AND AT WINDOWS ABOVE AND BELOW WINDOW ON ONE SIDE.
COORDINATE JOINT LOCATIONS WITH ARCHITECT.
3. CONTRACTOR SHALL SEAL ALL NEW AND EXISTING THROUGH WALL
PENETRATIONS.
4. CONTRACTOR SHALL COORDINATE LOCATIONS AND ELEVATIONS OF
ELECTRICAL OUTLETS, DATA OUTLETS, SWITCHES AND ANY OTHER WALL
MOUNTED EQUIPMENT WITH CASEWORK, FURNISHINGS AND OTHER EQUIPMENT
SHOWN ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. CONTACT
ARCHITECT SHOULD DISCREPANCIES EXIST.
5. CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING AT LOCATIONS
WHERE WALL MOUNTED EQUIPMENT IS TO BE INSTALLED.
6. PROTECT EXISTING CONSTRUCTION DURING DEMOLITION AND
RENOVATION ACTIVITIES. CONTRACTOR SHALL REPAIR OR REPLACE ANY
PORTIONS OF EXISTING BUILDING DAMAGED DURING THESE ACTIVITIES AT NO
COST TO OWNER.
7. CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL TRADES AND
RESPECTIVE MECHANICAL, ELECTRICAL AND ARCHITECTURAL SCOPES OF WORK
AND INFORM ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
WORK.
8. ALL HOLLOW METAL DOORS AND DOOR FRAMES (NEW AND EXISTING,
INTERIOR AND EXTERIOR), TO BE PAINTED PAINT COLOR 8.
9. NEW HORIZONTAL BLINDS AT ALL WINDOWS.
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:10:05 PM
A102
DIMENSION PLAN
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007GENERAL NOTES
1/8" = 1'-0"A1021 DIMENSION FLOOR PLAN
N
-
4" +\-
CAULK TRANSITIONS AS NEEDED
EXISTING CHASE TO REMAIN
3 5/8" METAL STUD FRAMING
5/8" GYPSUM BOARD
A
EXISTING DRAIN TO REMAIN
EXISTING ROOF DRAIN PIPING TO REMAIN, EXISTING GRILLE TO ALLOW
AIR FLOW TO REMAIN
SEE WALL TYPES
B
3
5/8" GYPSUM BOARD,ADHERE GYP. BOARD TO PRECAST CONCRETE
COLUMN
"L" MOLD AND SEALANT
EXISTING PRECASTCONCRETE COLUMNTO REMAIN, SACK RUB AND PAINT
WHERE EXPOSEDPAINT COLOR 1
SEE WALL TYPES
1 3/4" 3/4"3/4"
1 1/
4"1
1/2"
1 1/
4"1
1/2"
1/2" RADIUS
OAK
GLUE
HANDRAIL SUPPORT @ 4' -0" O.C. MAX
1-2/"X1-1/2" X 1/4" X 4" STEEL ANGLE
WOOD SCREWS
COUNTERSUNK MACH. SCREWS AND EXP. SHIELDS
AT CMU WALLS, WD SCREWS AT DRYWALL PARTITION, PROVIDE
BLOCKING AS NECESSARY1
1/2"
3' - 0"
3/4" 2 1/2" 3/4"
1 1/4"1 1/2"1 1/4"
HANDRAIL SUPPORT @ 4' -0" O.C. MAX, PROVIDE BLOCKING
1 3/4"
1 1/
2"
B
2 3
DNDN
2A300
HM-7 HM-7 HM-7
NEW RAMP ADDITION
3A300
4' -
8"5'
- 0
1/2"
23' - 11 3/8" 5' - 2" 6' - 7" 5' - 1"
A601 15
7/8" / 12"102' - 8"100' - 11"
100' - 4 3/8"
100' - 0"
1' -
0"
EXISTING HANDRAILNEW HANDRAIL
EXISTING HANDRAILTO REMAIN
AL-1
1
11
SEE PLAN FOR WALL TYPE AND HEIGHT
4" A
T PA
RTI
AL H
EIG
HT
WAL
LS
SUSPENDED ACOUSTIC TILE
SUSPENSION WIRE TO STRUCTURE
ABOVE
3 5/8" METAL STUD BRACING, 32" O.C. AT PARTIAL HEIGHT WALLS
SUSPENDED CEILING EDGE GRID
EXISTING CMU, ANDGYPSUM BOARD TO REMAIN
3/8" METAL STUD FRAMING
5/8" GYPSUM BOARD
REPAINT ENTIRE EXISTING WALL AND INFILL, PAINT COLOR 1
8' - 9"
7' - 2"
RECESSED CAN LIGHTING, SEE ELECTRICAL
ACOUSTICAL CEILING TILE,SEE REELECTED CEILING PLAN
SUSPENDED CEILING EDGE GRID
1' -
7"
EXTEND TO DECK
W-1 UPPER CABINET WITH TRIM, SEE A602
3 5/8" METAL STUD FRAMING
W-4, 5/8" GYPSUM BOARD, TAPE, FINISH AND PAINT COLOR 9
6"
3"
A7015
A7017
8" M
IN
HM-510"
6"
160.
00°
3 5/8" METAL STUD FRAMING
W-1, 5/8" GYP BOARD,TAPE, FINISH AND
PAINT COLOR 9
W-4, 3 5/8" METALSTUD FRAMING
EXISTING EXTERIORTWIN TEE
SUSPENDED ACOUSTIC TILE AND CEILING
EDGE GRID
1"
ACOUSTICAL CEILING TILE,SEE REELECTED CEILING PLAN
SUSPENDED CEILING EDGE GRID
NEW ALUMINUM/GLASS STOREFRONT, SEE 17/A701
VERTICAL ACOUSTIC CEILING TILE AND TRACK
107' - 10 1/2"
107' - 7"
7' - 2"
EXPOSED STRUCTURE TO BE PAINTED, PAINT COLOR 1
SUSPENDED ACOUSTIC TILE AND CEILING EDGE GRID, REFERENCE
REFLECTED CEILING PLAN
7' -
10"
3' -
0"
PERFORATED METAL CEILING PANEL, SEE A301
HM-7 HM-7 HM-7
EXISTING TWIN TEE STRUCTURELIGHTING, SEE REFLECTEDCEILING PLAN,
REFERENCE ELECTRICAL
NEW HANDRAIL,TO MATCH EXISTINGSEE 5/A301
EXISTING CONCRETE RAMP AND LANDING TO REMAIN,REFERENCE
DEMOLITION PLAN FOR PORTION REMOVED
3 5/8" METAL STUD FRAMING, COORDINATEEXACT LOCATION OF BULKHEAD
WITHLOCATION OF EXISTING DUCTWORK
1:12
1' - 0"20' - 4"6' - 0"
HANDRAIL BRACKET BEHIND,4' - 0" O.C. MAX, SEE 5/A301
9' - 8 1/2"
3' -
0"
7' -
9"
A3016
COORDINATE EXACT LOCATION OF BULKHEAD WITH LOCATION OF EXISTING
DUCTWORK
A3005
A3004
100' - 4 3/8"100' - 11"
102' - 8"
EXISTING SLAB
#3 AT 12" O.C. EA WAY
DOWEL EA #3 BAR 4" INTO (E) SLAB AND EPOXY W/ HILTI HY 200
EPOXY
2"
33 33
1' - 0" 1' - 5"
OPEN TO BEYOND
DUCTDUCT
7/8" HAT CHANNEL
5/8" GYPSUM BOARD
2 1/2" METAL STUD FRAMING
EXISTING GYP. BOARD WALL TO REMAIN
1:124' -
0"
1' - 0" 4' - 11"
HANDRAIL BRACKET BEHIND,4' - 0" O.C. MAX, SEE 5/A301
PERFORATED METAL CEILING PANEL, SEE A301
A3006
SEE REFLECTED
CEILING PLAN
100' - 4 3/8"
W-1, GYP. BOARD BULKHEAD,PAINT COLOR TO BE SELECTED
108' - 0"
EXISTING SLAB#3 AT 12" O.C. EA WAYDOWEL EA #3 BAR 4" INTO (E)
SLAB AND EPOXY W/ HILTI HY 200 EPOXY
2"
11
3' - 0"
1-1/2" X 3/4" BAR CONT. , WELDED TO SQ. STL. TUBE GUARDRAIL
1 1/2" X 1 1/2" X 3/16" STL. TUBE ASTM A500
GRADE B OR C, GRIND WELDED CONNECTIONS SMOOTH, PAINT COLOR 7
6" x 6" X 1/4" THICK BASE PLATE W/ (4) 1/2" DIA KWIK-HUS EZ
FASTENER BY
HILTI (OR EQUAL), INSTALL PER MANUF. RECOMMENDATIONS INTO
EXISTING SLAB, EMBED 3", PAINT COLOR 7
1 1/2" SQ STL. TUBE BARRIER, GRIND WELDED CONNECTIONS
SMOOTH,
PAINT COLOR 7
HANDRAIL, SEE DETAIL 15/A300
AREA OF SILK SCREEN BAND
1/2" TEMPERED GLASS
4"
A70111
6"
6"
1" TYP
1" T
YP
6"
W-1, GYP. BOARD BULKHEAD, TAPEFINISH AND PAINT COLOR TO BE
SELECTED
PERFORATED METAL CEILING PANEL, SEE A301
1' - 1"
108' - 0"
108' - 8"
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:10:12 PM
A300
ENLARGED PLAN ANDGENERAL BUILDINGDETAILS
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
3/4" = 1'-0"A300 REF: A101 / 17 COLUMN2 - DETAIL
3/4" = 1'-0"A300 REF: A101 / 18 COLUMN - DETAIL
3" = 1'-0"A300 REF: A300 / 25 HANDRAIL DETAIL
1/4" = 1'-0"A300 REF: A101 / 11 ENLARGED PLAN - RAMP
1 1/2" = 1'-0"A30013 ACOUSTICAL CEILING TILE DETAIL (TYP)
3/4" = 1'-0"A30012 DETAIL - WALL INFILL (IT SERVER 16)
3/4" = 1'-0"A300 REF: A301 / 414 DETAIL - CEILING GYPSUM BOARD
SOFFIT
3/4" = 1'-0"A300 REF: A101 / 19 SECTION - NEW EXTERIOR WINDOW
(TYP)
1 1/2" = 1'-0"A300 REF: A400 / 115 DETAIL - VESTIBULE CEILING
SOFFIT
1 1/2" = 1'-0"A300 REF: A400 / 110 SECTION - ENTRY CEILING
1/4" = 1'-0"A300 REF: A300 / 12 SECTION - CORRIDOR RAMP
1/2" = 1'-0"A300 REF: A101 / 111 DETAIL - WALL (OFFICE 32)
1/4" = 1'-0"A300 REF: A300 / 13 SECTION - COORIDOR RAMP 2
1 1/2" = 1'-0"A300 REF: A300 / 24 SECTION - RAMP RAILING
1" = 1'-0"A300 REF: A300 / 36 DETAIL - PERFORATED CEILING AND
BULKHEAD
-
B
1 2 3
8A301
2A301
2A300
LIGHT FIXTURES CUT INTO METAL PANEL (TYP). PROVIDE
MANUFACTURER'S PERIMETER TRIM TO
CONCEAL CUT EDGE. SEE ELECTRICAL.
4' - 0"
ALIG
N
ALIG
N
ALIG
N
ALIG
N
C-310' - 6" AFF
3A300
41' - 9 11/16"
10' -
0"
5' - 3 3/4"
EXPOSED CEILING ABOVE, PAINT COLOR 6
6 1/
4"
NOTE: HATCH INDICATES MATERIAL TYPE AND IS NOT A REPRESENTATION
OF INDIVIDUAL MATERIAL COURSING
E.Q.
2' -
0"2'
- 0"
6 1/
4"
4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"
4' - 0" 2' - 0" 2' - 0"
6 1/2"4 1/2"
2' - 0" 4' - 0"
11"
2' - 0" 1' - 0"
10"
10" 2' - 0"
6"
7" 3' - 0"
7 1/
8"
1' - 0" 2' - 0"
7"
3' - 0"3' - 0"
6"
1' - 0"4' - 0"
7"
2' - 0" 4' - 0"
1' -
0"
3' - 0" 2' - 5"
1' -
0"
9"2'
- 0"
7"
1' - 0"
1' -
0"2'
- 0"
1' -
1"
C-38' - 8" AFF
C-38' - 8" AFF
6 1/
4"6
1/4"
11"3 1/4"
108' - 0"
109' - 0"
108' - 0"
108' - 0"
5A301
1' -
10 7
/8"
C-38' - 6" AFF
LIGHT FIXTURES CUT INTO METAL PANEL (TYP). PROVIDE
MANUFACTURER'S PERIMETERTRIM TO CONCEAL CUT EDGE. COORDINATE WITH
ELECTRICAL.
EXPOSED CEILING ABOVE, PAINT COLOR 6
8" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 8"
4' -
0"4'
- 0"
4' -
0"4'
- 0"
1' -
10 7
/8"
C-38' - 6" AFF
1' -
8"4'
- 0"
9"
3' -
0"7"
10"
4"3'
- 0"
7"
10"
2' -
0"
10"
2' -
3"3'
- 0"
10"
2' -
0"1'
- 0" 1' - 0"
1' -
8"2'
- 0"
6"
5"3'
- 0"
9"
6"2'
- 0"
9"
3 1/4"
LINEAR DIFFUSERS CUT INTO METAL PANEL (TYP). PROVIDE
MANUFACTURER'S PERIMETER TRIM TO CONCEAL CUT EDGE. COORDINATE WITH
MECHANICAL.
108' - 0"
6"3'
- 0"
10"
7"
4"3'
- 0"
10"
8"3'
- 0"
5"3'
- 0"
1' - 0"
11"
3' -
0"4"
B
4
14A300
2' -
0"2'
- 0"
2' -
0"
C-38' - 6" AFF
E.Q.
LIGHT FIXTURES CUT INTO METAL PANEL (TYP). PROVIDE
MANUFACTURER'S PERIMETERTRIM TO CONCEAL CUT EDGE. COORDINATE WITH
ELECTRICAL.
EXPOSED CEILING ABOVE, PAINT COLOR 6
4' - 0" 4' - 0"
2' -
0"2'
- 0"
2' -
0"11
"11
"
E.Q.
6" 3' - 0"
10"
1' - 8"2' - 0"
1' -
4"1'
- 0"
6" 3' - 0"
6" 2' - 0"
7"
7"
2' - 0" 4"
8" 2' - 0"
10"
1' - 7" 2' - 0"
5" 3' - 0" 6"
8"
C-38' - 6" AFF
3 1/4"
108' - 0"
LINEAR DIFFUSERS CUT INTO METAL PANEL (TYP). PROVIDE
MANUFACTURER'S PERIMETER TRIM TO CONCEAL CUT EDGE. COORDINATE WITH
MECHANICAL.
3"3' - 0"
5"
6" 3' - 0"
6" 3' - 0"
10"
3' - 0" 6"
6"
AL-9
SEE FRAME TYPES
A3017
#12 HANGER WIRE, 4'-0" O.C.
EXISTING TWIN TEE
ALUMINUM BULKHEAD
PERFORATED METAL PANEL
U-PROFILE, 4'-0" O.C. MAX
RECESSED LIGHTING, SEE ELECTRICAL
SUSPENDED PENDANT,SEE ELECTRICAL
8"
108' - 6"
108' - 0"
113' - 3"
EXISTING TWIN TEE BEYOND
A3017 Sim
RECESSED LIGHTING, SEE ELECTRICAL
PERFORATED METAL PANEL
6 1/4"
110' - 6"ALUMINUM BULKHEAD BEYOND
U-PROFILE, 4'-0" O.C. MAX
6 1/4"PERFORATED METAL CEILING PANEL
#12 HANGER WIRE
LIGHT FIXTURES CUT INTO METAL PANEL (TYP). PROVIDE
MANUFACTURER'S PERIMETER TRIM TO
CONCEAL CUT EDGE. SEE ELECTRICAL.
EXISTING TWIN TEE
EXISTING TWIN TEE
3 5/8" METAL STUD FRAMING
PERFORATED METAL PANEL
STUD KICKER
COORDINATE EXACT LOCATION OF
BULKHEAD WITH LOCATION OF EXISTING
DUCTWORK 1' -
10"
110' - 6"
108' - 8"
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:10:45 PM
A301
ENLARGED PLANS ANDGENERAL BUILDINGDETAILS
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
1/2" = 1'-0"A301 REF: A400 / 11 ENLARGED REFLECTED CEILING PLAN
- RAMP
1/2" = 1'-0"A301 REF: A400 / 13 ENLARGED REFLECTED CEILING PLAN
- CONFERENCE 1
1/2" = 1'-0"A301 REF: A400 / 14 ENLARGED REFLECTED CEILING PLAN
- CONFERENCE 2
3/4" = 1'-0"A301 REF: A301 / 35 SECTION - PERFORATED METAL
CEILING, CONFERENCE 1
3/4" = 1'-0"A301 REF: A301 / 18 SECTION - PERFORATED METAL
CEILING, RAMP
3" = 1'-0"A301 REF: A301 / 57 PERFORATED METAL CEILING - EDGE
TRIM
1 1/2" = 1'-0"A301 REF: A301 / 12 DETAIL - LIGHTING IN
PERFORATED PANEL
NOTE: HATCH INDICATES MATERIAL TYPE AND IS NOT A REPRESENTATION
OF INDIVIDUAL MATERIAL COURSING
3/4" = 1'-0"A301 REF: A300 / 26 PERFORATED METAL CEILING -
WRAP
-
OFFICE9
OFFICE10
OFFICE11
OFFICE12
OFFICE13 OFFICE14
FIRE RISER15
IT SERVER16
OFFICE18
OFFICE19
CUSTODIAL20
ELECTRICALCLOSET
21
BREAK ROOM22
OFFICE23
OFFICE24
OFFICE25
OFFICE26
OFFICE27
MEN29
WOMEN30
OFFICE37
OFFICE36
OFFICE35
OFFICE34
OFFICE33
OFFICE32
IT STORAGE5
OFFICE6
OFFICE7
OFFICE8
CONFERENCE 13
CONFERENCE 22
OFFICE28
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-28' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
Ceiling Open to Structure Above
CORRIDOR 231
CORRIDOR1
CORRIDOR 317
C-18' - 9" AFF
C-18' - 9" AFFC-1
8' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-28' - 9" AFF
C-28' - 9" AFF
C-18' - 9" AFF
ADA UNISEXRESTROOM
4
B B
A A
C C
1
1
2
2 3
4
4
5
5
2.9 3.1
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-18' - 9" AFF
C-310' - 6" AFF
C-17' - 7" AFF
C-17' - 10 1/2" AFF
C-16' - 10" AFF
C-38' - 6" AFF
C-38' - 6" AFF
9A300
14A300
C-111' - 3" AFF
C-18' - 9" AFF
C-47' - 2" AFF
C-17' - 10" AFF
C-48' - 9" AFF
A3011
A3013
A3014
15A300
10A300
38
38
3838
39
39
39
38
3' - 2 1/2"
C-38' - 8" AFF
C-38' - 6" AFF
C-38' - 6" AFF
VESTIBULE38
RAMP39
38
32
32
3232
32
32
32
5' -
5 3/
4"
5' - 8 3/4" 4' - 0 3/4" 4' - 2 3/4" 4' - 1 3/4" 3' - 11 3/4" 3'
- 11 3/4"
4' -
2 3/
4"4'
- 2
3/4"
4' -
2 3/
4"4'
- 2
3/4"
4' -
2 3/
4"
4' - 2 3/4"4' - 2 3/4"8' - 4 1/4"4' - 2 3/4"
4' -
2 3/
4"4'
- 2
3/4"
1' - 2 7/8" TYP.
1' - 2 7/8" TYP.
1' - 2 7/8"
1' -
2 7/
8"
1' -
2 7/
8"
4' -
2 3/
4"4'
- 2
3/4"
108' - 0"
9A300
Sim
C-18' - 9" AFF
C-18' - 9" AFF
9A300
Sim
9A300
Sim
9A300
Sim
9A300
Sim
9A300
Sim9
A300
Sim9A300
Sim9
A300
Sim9
A300
Sim9
A300
Sim
9A300
Sim
9A300
Sim
9A300
Sim
9A300
Sim
9A300
Sim
9A300
Sim
ENTRY41
C-12X2 ACOUSTIC TILE CEILING
CEILINGS
NOTE: HATCH INDICATES MATERIAL TYPE AND IS NOT A REPRESENTATION
OF INDIVIDUAL MATERIAL COURSING.
COORDINATE FINAL LIGHTING AND DIFFUSER LOCATIONS WITH
MECHANICAL/ELECTRICAL.
10'-0" AFFC-
CEILING HEIGHT ABOVEFINISH FLOOR
C-3PERFORATED METAL PANEL
C-22X2 TILE CEILING
C-4GYPSUM BOARD, RATED LIDUL ASSEMBLY #: AER-09038
CEILING TYPE
1. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DRAWINGS. NOTIFY
ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.
2. PROVIDE VERTICAL CONTROL JOINTS AT GYPSUM BOARD WALLS
EXCEEDING 30'-0" MAXIMUM LENGTH. PROVIDE JOINTS AT DOOR HEAD ON
LATCH SIDE AND AT WINDOWS ABOVE AND BELOW WINDOW ON ONE SIDE.
COORDINATE JOINT LOCATIONS WITH ARCHITECT.
3. CONTRACTOR SHALL SEAL ALL NEW AND EXISTING THROUGH WALL
PENETRATIONS.
4. CONTRACTOR SHALL COORDINATE LOCATIONS AND ELEVATIONS OF
ELECTRICAL OUTLETS, DATA OUTLETS, SWITCHES AND ANY OTHER WALL
MOUNTED EQUIPMENT WITH CASEWORK, FURNISHINGS AND OTHER EQUIPMENT
SHOWN ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. CONTACT
ARCHITECT SHOULD DISCREPANCIES EXIST.
5. CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING AT LOCATIONS
WHERE WALL MOUNTED EQUIPMENT IS TO BE INSTALLED.
6. PROTECT EXISTING CONSTRUCTION DURING DEMOLITION AND
RENOVATION ACTIVITIES. CONTRACTOR SHALL REPAIR OR REPLACE ANY
PORTIONS OF EXISTING BUILDING DAMAGED DURING THESE ACTIVITIES AT NO
COST TO OWNER.
7. CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL TRADES AND
RESPECTIVE MECHANICAL, ELECTRICAL AND ARCHITECTURAL SCOPES OF WORK
AND INFORM ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
WORK.
8. ALL HOLLOW METAL DOORS AND DOOR FRAMES (NEW AND EXISTING,
INTERIOR AND EXTERIOR), TO BE PAINTED PAINT COLOR 8.
9. NEW HORIZONTAL BLINDS AT ALL WINDOWS.
1' -
0"
C-4 RATED LID UL ASSEMBLY1-HOUR CEILING
MIN. 2 1/2" DEEP24 GAUGE J-RUNNER
FOR ONE (1) HOUR ASSEMBLY ATTACH ONE (1) LAYEROF 5/8" THICK
GYPSUM PANEL TO THE UNDERSIDE OF THE CEILING OF THE C-H STUD AND
THE PERIMETERJ-RUNNERS. USE 1" LONG TYPE S SCREWS THAT ARE SPACED
12" O.C. IN THE FIELD AND AT THE EDGES.
C-H STUD, 24" O.C.
1" THICK GYP LINEAR PANEL
RIPPER BOARD
12" MINERAL FIBERINSULATION
GYPSUM BOARD
B
1 2 3
C-110' - 6" AFF
C-18' - 8" AFF
39
110' - 6"
108' - 0"
PROVIDE METAL PERIMETER TRIMAT ALL ACOUSTICAL CEILING CLOUDS108'
- 0"
C-18' - 6" AFF
C-18' - 6" AFF
39
PROVIDE METAL PERIMETER TRIMAT ALL ACOUSTICAL CEILING CLOUDS
108' - 0"
B
4
C-18' - 6" AFF
C-18' - 6" AFF
39
108' - 0"
PROVIDE METAL PERIMETER TRIMAT ALL ACOUSTICAL CEILING CLOUDS
6" M
IN.
4'-0" MIN. 4'-0" MIN.
ACOUSTICAL BATT INSULATION ABOVE CEILING FOR SOUND CONTROL.
BETWEEN
ALL ADJACENT OFFICES AND
BETWEEN OFFICES AND CORRIDORS.
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:11:41 PM
A400
REFLECTED CEILING PLAN
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007GENERAL NOTES KEYNOTES
CEILING LEGEND
1/8" = 1'-0"A4001 REFLECTED CEILING PLAN
N
32 EXTEND WALLS TO DECK. FRAMING AROUND NEW AND EXISTING
PLUMBING REQUIRED. COORDINATE WITH MECHANICAL.38 LIGHT FIXTURES CUT
INTO METAL PANEL. PROVIDE MANUFACTURER'S PERIMETER TRIM TO CONCEAL
CUT EDGE. SEE ELECTRICAL.39 EXPOSED CEILING ABOVE, ALL MECHANICAL,
DUCT AND SYSTEMS PAINTED BLACK (PAINT COLOR 6).
1/4" = 1'-0"A4004 ALTERNATE 3 - ENLARGED REFLECTED CEILING PLAN,
RAMP
1/4" = 1'-0"A4002 ALTERNATE 3 - ENLARGED REFLECTED CEILING PLAN,
CONFERENCE 1
1/4" = 1'-0"A4003 ALTERNATE 3 - ENLARGED REFLECTED CEILING PLAN,
CONFERENCE 2
1" = 1'-0"ACOUSTICAL BATT INSULATION
-
UP
UP
UP
UP
ELECTRICALCLOSET
21
WF - 1B - 1
OFFICE9
F-2
WF - 1B - 1
OFFICE10
F-2
WF - 1B - 1
OFFICE11
F-2WF - 1B - 1
OFFICE12
F-2
WF - 1B - 1
OFFICE13
F-2
WF - 1B - 1
OFFICE14
F-2
WF - 1B - 1
FIRE RISER15
F-5
IT SERVER16
WF - 1B - 1
OFFICE8
F-2
WF - 1B - 1
IT STORAGE5
F-5
WF - 1B - 1
OFFICE6
F-2
WF - 1B - 1
OFFICE18
F-2
WF - 1B - 1
OFFICE19
F-2
WF - 1B - 1
CUSTODIAL20
F-5
WF - 1B - 1
BREAK ROOM22
F-4
WF - 1B - 1
OFFICE23
F-2
WF - 1B - 1
OFFICE24
F-2
WF - 1B - 1
OFFICE25
F-2
WF - 1B - 1
OFFICE27
F-2
WF - 1B - 1
OFFICE28
F-2
WF - 1B - 1
OFFICE7
F-2
WF - 1B - 1
OFFICE26
F-2
WF - 1B - 1
OFFICE32
F-2
WF - 1B - 1
OFFICE33
F-2
WF - 1B - 1
OFFICE34
F-2WF - 1B - 1
OFFICE35
F-2
WF - 1B - 1
OFFICE36
F-2
WF - 1B - 1
OFFICE37
F-2 MEN29
WOMEN30
WF - 1B - 1
CONFERENCE 13
F-4
WF - 1B - 1
CONFERENCE 22
F-4
WF - 4
ADA UNISEX RESTROOM4
F-1
B B
A A
C C
1
1
2
2 3
4
4
5
5
2.9 3.1
WF - 1B - 1
RAMP39
F-4
STORAGE40
WF-2
WF - 1B - 1
CORRIDOR 317
F-2
WF-2
WF - 1B - 1
CORRIDOR1
F-4WF - 1B - 1
CORRIDOR 231
F-2
WF-3
WF-3
WF-3 WF-3 WF-3
WF-2
WF-2
WF-2
WF-2
WF-2
WF-5WF-5
WF-5
WF-5
WF-5
WF-5
WF-5
WF - 1B - 1
CORRIDOR 317
F-2
WF - 1B - -
VESTIBULE38
F-3
WF-1
WF - 1B - 1
ENTRY41
F-3
F-1 TILE - 12" X 24"
F-2 CARPET SHEET
(PROVIDED BY OWNER, INSTALLED BY CONTRACTOR)
WALLS
WF-1 GYPSUM BOARD; PAINT COLOR 1
WF-2 GYPSUM BOARD; ACCENT COLOR TBD FROM THE FULL SELECTION OF
COLORS IN SPECIFICATIONS
WF-3 WALL MURAL TO BE DETERMINED BY OWNER/ARCHITECT
WF-4 WATER RESISTANT GYPSUM BOARD;CONTINUE F-1 UP WALL 48" AS
TILE WAINSCOT, PAINT ABOVE, PAINT COLOR TBD FROM THE FULL SELECTION
OF COLORS IN SPECIFICATIONS
WF-5 WOOD ACCENT, REFERENCE ELEVATIONS AND SPECIFICATIONS
BASE
B-1 RESILIENT BASE
FLOORS
WF - XB - X
Name101
F-X
ROOM NAMEROOM NUMBER
WALLS, SEE SCHEDULE BELOWBASE, SEE SCHEDULE BELOW
INDICATES CHANGE IN FINISH TYPE OR ACCENT COLOR DIFFERING FROM
GENERAL ROOM FINISHES
FLOORING, SEE SCHEDULE BELOW
1. HATCH INDICATES MATERIAL TYPE AND IS NOT A REPRESENTATION OF
INDIVIDUAL MATERIAL COURSING
2. CONTRACTOR TO VERIFY CONCRETE SLAB IS CLEAN OF ANY SEALER,
HARDENER, CURING MEMBRANE, PAINT, OIL, ADHESIVES OR ANY PENETRATING
MATERIAL BEFORE INSTALLATION OF LUXURY VINYL TILE.
3. CONTRACTOR SHALL VERIFY EXISTING SLAB MOISTURE CONTENT IS
WITHIN FLOORING MANUFACTURER'S REQUIREMENTS.
4. CONTRACTOR TO APPLY MOISTURE MITIGATING COATING. SEE
SPECIFICATIONS.
5. ALL OUTSIDE CORNERS AT CORRIDOR AND CIRCULATION WALLS SHALL
RECEIVE CORNER GUARDS EXTENDING FROM TOP OF RESILIENT BASE TO 4'-4"
AFF. SEE SPECIFICATIONS.
X
F-4 LUXURY VINYL TILE PLANKS
F-5 SEALED CONCRETE
F-3 WALKOFF CARPET
4"
RESILIENT/RUBBER BASE
1. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DRAWINGS. NOTIFY
ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.
2. PROVIDE VERTICAL CONTROL JOINTS AT GYPSUM BOARD WALLS
EXCEEDING 30'-0" MAXIMUM LENGTH. PROVIDE JOINTS AT DOOR HEAD ON
LATCH SIDE AND AT WINDOWS ABOVE AND BELOW WINDOW ON ONE SIDE.
COORDINATE JOINT LOCATIONS WITH ARCHITECT.
3. CONTRACTOR SHALL SEAL ALL NEW AND EXISTING THROUGH WALL
PENETRATIONS.
4. CONTRACTOR SHALL COORDINATE LOCATIONS AND ELEVATIONS OF
ELECTRICAL OUTLETS, DATA OUTLETS, SWITCHES AND ANY OTHER WALL
MOUNTED EQUIPMENT WITH CASEWORK, FURNISHINGS AND OTHER EQUIPMENT
SHOWN ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. CONTACT
ARCHITECT SHOULD DISCREPANCIES EXIST.
5. CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING AT LOCATIONS
WHERE WALL MOUNTED EQUIPMENT IS TO BE INSTALLED.
6. PROTECT EXISTING CONSTRUCTION DURING DEMOLITION AND
RENOVATION ACTIVITIES. CONTRACTOR SHALL REPAIR OR REPLACE ANY
PORTIONS OF EXISTING BUILDING DAMAGED DURING THESE ACTIVITIES AT NO
COST TO OWNER.
7. CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL TRADES AND
RESPECTIVE MECHANICAL, ELECTRICAL AND ARCHITECTURAL SCOPES OF WORK
AND INFORM ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
WORK.
8. ALL HOLLOW METAL DOORS AND DOOR FRAMES (NEW AND EXISTING,
INTERIOR AND EXTERIOR), TO BE PAINTED PAINT COLOR 8.
9. NEW HORIZONTAL BLINDS AT ALL WINDOWS.
TILE0.354" THICKNESS
LUXURY VINYL TILE0.125" THICKNESS
CTA-XX-L
WALK-OFF CARPET0.187" THICKNESS
LUXURY VINYL TILE0.125" THICKNESS
CD-XX-H
CARPET0.286" THICKNESS
LUXURY VINYL TILE0.125" THICKNESS
CD-XX-C
FLOOR TRANSITIONS:CONTRACTOR TO PROVIDE FLOOR TRANSITIONS AS
NECESSARY AT ALL FLOORING TERMINATIONS OR TRANSITIONS. ALL FLOORING
TRANSITIONS AT DOORWAYS ARE AT THE CENTERLINE OF THE DOOR UNLESS
OTHERWISE NOTED.
CONTRACTOR TO VERIFY TRANSITION SELECTIONS AND MATERIAL
THICKNESS.
TRENCH PATCH
EDGE OF SAWCUT CONCRETE. S.O.G.
CONC. S.O.G. ON 4" FREE DRAINAGE GRAVEL. REINFORCE W/ #4 X 2'-0"
@ 24" O.C.. EMBEDDED INTO EXIST. SLAB 6" W/HILTI HY150 OR APPROVED
EQUAL. STAGGER REINFORCING 12" O.C.
4"
WOOD ACCENT WALL,SEE SPECIFICATIONS
RESILIENT BASE, FLUSHWITH ACCENT WALL
BLOCKING AS NEEDED
DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:12:02 PM
A600
FINISH FLOOR PLAN
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
FINISH LEGEND
GENERAL NOTES
1/8" = 1'-0"A6001 FINISH FLOOR PLAN
N
1 1/2" = 1'-0"A6005 WALL BASE
6" = 1'-0"A6003 FLOOR TRANSITIONS
3/4" = 1'-0"A6002 TYPICAL SLAB REPLACEMENT
1 1/2" = 1'-0"A6004 WOOD ACCENT WALL
GENERAL
-
LEVEL 01100' - 0"
21
29
11' - 11"
4' -
7"2'
- 5"
LEVEL 01100' - 0"
10
63
6' -
8"
EQEQ
26
53
LEVEL 01100' - 0"
21
4' -
7"2'
- 5"
29
19' - 8"
LEVEL 01100' - 0"
63
6' -
8"
EQ EQ
1026
53
LEVEL 01100' - 0"
3' - 0"2' - 0"3' - 0"3' - 0"
3' - 0" 3' - 0" 2' - 0" 3' - 0"
4"1'
- 4"
2' -
6"
W-1 W-2 W-1
B-1 B-3 B-1
21
78
24 23
27 25
25
2727
27 27 27
25
25 21
5052
LEVEL 01100' - 0"
FILL
ER2'
- 6"
1' -
2"4"
FILLER 1' - 6" 3' - 0" 3' - 0" 3' - 1 31/32"
FILLER 1' - 6" 3' - 0" 3' - 0" 3' - 0"
W-1 W-1
B-1 B-1 B-1
2324
25
27 27
272727
27
27
B-1
25
W-3
1' - 0"
3/4"
11"
3/4"
1' - 0"
W-1
21
LEVEL 01100' - 0"
20
19
4' -
8"4"
3"5'
- 3"
52
LEVEL 01100' - 0"
3"4"
4' -
8"
28
19
18
14
20
5' -
3"
52
LEVEL 01100' - 0"
20 1915
4"3" 52
LEVEL 01100' - 0"
28
1920
16
1' - 7"
3"4"
4' -
8"
5' -
3"
52
LEVEL 01100' - 0"
3' -
0"4"1
' - 2
"2'
- 6"
7' -
0"
FILLER2' - 8"2' - 8"FILLER
FILLER2' - 8"2' - 8"FILLER
W-1
B-1
W-1
23 24
27 27
27
B-1
27 21
52
A601 5
3
2
4
2814
18
16
15
ADA UNISEXRESTROOM
4
LEVEL 01100' - 0"
63 63
26 26AL-9 AL-10
LEVEL 01100' - 0"
2' -
9"
21
51
LEVEL 01100' - 0"
B.O. WINDOW104' - 1"
WINDOW HEAD HT.111' - 5"
33
LEVEL 01100' - 0"
3' -
0"
3' -
0"
4' - 11" 4' - 4" 1' - 0"
3' - 4" 3' - 4" 3' - 4" 4"
AL-11DATEISSUE
PLOTTED ON:
ARCHITECT #:
OWNER:
OWNERSHIP OF DOCUMENTS:This document and the ideas and designs
incorporated herein, as an instrument of professional service, is
the property of Tobin & Associates, P.C. Tobin &
Associates, P.C. are the author of this document and retain all
common law, statutory and other reserved rights, including
copyright. This document is not to be used, in whole or part, for
any other project without the written authorization of Tobin &
Associates, P.C. Copyright 2019
Contact Person(s):
CONTACT(S):
WillIiam W. Wedemeyer AIA, ALEP, LEED AP307-632-3144 x120
Zandria Tolliver307-632-3144 x119
OWNER #:
PROJECT INFORMATION
1820 Dillon AveSuite 200ACheyenne, WY 82001
MECHANICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070303-919-2184
Contact Person(s):Nick Pickering, P.E.
ELECTRICAL ENGINEER:Wood920 E. Sheridan Street, Suite ALaramie,
WY 82070307-275-0722
Contact Person(s):Rick Shields, P.E.
CIVIL ENGINEER:Inberg-Miller Engineers350 Parsley
BoulevardCheyenne, WY 82007307-635-6827
Contact Person(s):Daniel Hayes, P.E.
02/19/1950% SUBMITTAL
03/12/1995% SUBMITTAL
STRUCTURAL ENGINEER:Martin/Martin Wyoming4020 Laramie
StreetCheyenne, WY 82001
Contact Person(s):John Shaffer, P.E.
03/19/19100% CDs
3/19/2019 3:12:11 PM
A601
INTERIOR ELEVATIONS
Laramie County Community College
17-07-10
1400 E College DrCheyenne, WY 82007
Bill Zink (307) 778-5222
LCCC EDUCATIONALENRICHMENT CENTERBASEMENT RENOVATION1400 E
College Dr,Cheyenne, WY 82007
1/4" = 1'-0"A601 REF: A101 / 113 CONFERENCE 2 - EAST
1/4" = 1'-0"A601 REF: A101 / 112 CONFERENCE 2 - NORTH
1/4" = 1'-0"A601 REF: A101 / 110 CONFERENCE 1 - EAST
1/4" = 1'-0"A601 REF: A101 / 111 CONFERENCE 1 - NORTH
1/4" = 1'-0"A601 REF: A101 / 16 BREAK ROOM - SOUTH
1/4" = 1'-0"A601 REF: A101 / 17 WORK ROOM - CASEWORK
1/4" = 1'-0"A601 REF: A601 / 15 RESTROOM - EAST
1/4" = 1'-0"A601 REF: A601 / 13 RESTROOM - NORTH
1/4" = 1'-0"A601 REF: A601 / 14 RESTROOM - SOUTH
1/4" = 1'-0"A601 REF: A601 / 12 RESTROOM - WEST
1/4" = 1'-0"A601 REF: A101 / 18 CORRIDOR 2 SOUTH BREAK AREA
KEYNOTES
7 REFRIGERATOR, OWNER PROVIDED. WATER CONNECTION NEEDED, SEE
PLUMBING.8 MICROWAVE, OWNER PROVIDED. ELECTRICAL OUTLET INSIDE
CASEWORK. CASEWORK INSTALLATION AND POWER
REQUIREMENTS SHALL BE COORDINATED WITH ELECTRICAL.10 TELEVISION,
OWNER PROVIDED. COORDINATE WITH ELECTRICAL. PROVIDE BLOCKING AS
NECESSARY. CONTRACTOR TO
PROVIDE UNIVERSAL MOUNT. COORDINATE FINAL MOUNTING HEIGHT WITH
OWNER/ARCHITECT.14 TOILET TISSUE HOLDER DISPENSER PROVIDED BY
OWNER, INSTALLED BY CONTRACTOR. PROVIDE BLOCKING AS NECESSARY.15
SOAP DISPENSER PROVIDED BY OWNER, INSTALLED BY CONTRACTOR. PROVIDE
BLOCKING AS NECESSARY.16 MIRROR, PROVIDED BY CONTRACTOR, INSTALLED
BY CONTRACTOR. PROVIDE METAL FILLER TO MATCH FRAME WHERE
MIRROR STRADDLES TILE AND GYP. WALL.18 SANITARY NAPKIN DISPOSAL,
PROVIDED BY OWNER, INSTALLED BY CONTRACTOR.19 TILE WAINSCOT20
BULNOSE TILE, SEE SPECIFICATIONS21 RESILIENT BASE, SEE
SPECIFICATIONS.23 PLASTIC LAMINATE 2, COUNTERTOP. SEE
SPECIFICATIONS.; ALTERNATE 2: SOLID SURFACE 124 BACKSPLASH TO MATCH
COUNTERTOP, SEE SPECIFICATIONS.25 PROVIDE FINISHED END PANEL TO
MATCH.26 WOOD ACCENT WALL, SEE SPECIFICATIONS.27 PLASTIC LAMINATE
1, CASEWORK. SEE SPECIFICATIONS.28 GRAB BARS, SEE SPECIFICATIONS29
MARKERBOARD, SEE SPECIFICATIONS. PROVIDE BLOCKING AS NECESSARY.33
MURAL, SEE SPECIFICATIONS.50 ALUMINUM EDGE TRIM, SEE
SPECIFICATIONS51 NEW WATER FOUNTAIN WITH BOTTLE FILLER, SEE
MECHANICAL52 TILE ACCENT, SEE SPECIFICATIONS.53 AROUND RECEPTACLES
AT WOOD ACCENT WALL, PROVIDE MUDRING AND PICTURE FRAME OF SIMILAR
MATERIAL.63 RESILIENT BASE AT WOOD ACCENT WALL, SEE DETAIL
4/A600.
1/4" = 1'-0"A601 REF: A101 / 11 ENLARGED PLAN - ADA UNISEX
RESTROOM
1/4" = 1'-0"A601 REF: A101 / 114 COORIDOR 1 ACCENT WALL
1/4" = 1'-0"A601 REF: A101 / 19 NEW WATER COOLER
1/4" = 1'-0"A601 REF: A101 / 116 ENTRANCE STAIR
1/4" = 1'-0"A601 REF: A101 / 115 GLASS WALL 3 AT RAMP
-
17' M
AX
15" MAX
1' - 0" 3' - 6"
4' - 6"
27" - 29"
1-1/
2" M
IN
33" -
36"
39" -
41"
18" M
IN
7" - 9"
15" M
IN
3' - 6"
3' - 0" 6"
2' - 0" 1' - 0"
17" -
19"
33" -
36"
1' - 6" 15" MIN
40
" MIN
27" M
IN34
" MAX
17" MIN
27' M
IN34
" MAX
BOTT
OM
ED
GE
OF
REF
LEC
TIVE
SU
RFA
CE
25" -
30"
17" MIN
MIRRORSOAP DISPENSER 48" MAX MOUNTING HEIGHT
LAVATORY, SEE MECHANICAL
SINK IN COUNTERTOP,SEE MECHANICAL
BUMPER PADDING REQ'D TOMEET ADA & ANSI STANDARDS(TYPICAL AT
ALL EXPOSED PIPING)
MIRROR
TOILET, SEE MECHANICAL
TOILET, SEE MECHANICAL
LAVATORY, SEE MECHANICAL
SANITARY NAPKIN DISPENSER
TOILET PAPERDISPENSER
GRAB BAR,TYPICAL
GRAB BARGRAB BAR
GRAB BAR
GRAB BAR
TOILET PAPERDISPENSER
GRAB BAR
TO WALL
PAPER TOWEL DISPENSER48" MAX MOUNTING HEIGHT
TO WALL
URINAL
STANDARD ADA MOUNTING HEIGHTS - ADULT
FIXTURES AND EQUIPMENT SHOWN ARE FORDIMENSION PURPOSES ONLY.
ADA DOOR OPERATOR
4' -
0"
FIRE EXTINGUISHER CABINET
MOP SHELF
WATER COOLER, SEE MECHANICAL FOR TYPE, INSTALL PER
MANUFACTURER'S RECOMMENDATION
33" M
AX.
4' -
3"6' -
0"
CABINET FRAME: 3/4" SIDES, SUBFRONT, TOP AND BOTTOM3/4" FACE
FRAME AND DOOR
ADJUSTABLE SHELF HOLES @ 2" O.C.
3/4' ADJUSTABLE SHELVES
1' - 0"
2' -
6"
1X BLOCKING
1/2" CABINET BACK
1X BLOCKING
CABINET