laramie county community college educational enrichment center - basement renovation ·...

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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


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


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


WALL SECTION TAG


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

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ARCHITECT #:

OWNER:


Contact Person(s):

CONTACT(S):



OWNER #:

PROJECT INFORMATION












03/19/19100% CDs

3/19/2019 3:12:58 PM

G100

GENERAL NOTES


17-07-10


Bill Zink (307) 778-5222


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

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CONTACT(S):



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PROJECT INFORMATION












03/19/19100% CDs

3/19/2019 3:17:18 PM

G200

CODE STUDY


17-07-10


Bill Zink (307) 778-5222


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


OWNER #:

PROJECT INFORMATION












3/11/2019 2:15:50 PM

C100

FIRE LINE SITE PLAN


17-07-10


Bill Zink (307) 778-5222

LCCC EDUCATIONAL

ENRICHMENT CENTER

BASEMENT RENOVATION

1400 E College Dr,Cheyenne, WY 82007

20 20

10

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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


17-07-10


Bill Zink (307) 778-5222

LCCC EDUCATIONAL

ENRICHMENT CENTER

BASEMENT RENOVATION


DATEISSUE

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ARCHITECT #:

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Contact Person(s):

CONTACT(S):



OWNER #:

PROJECT INFORMATION












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C102

FIRE LINE DETAIL SHEET


17-07-10


(307) 778-5222

LCCC EDUCATIONAL

ENRICHMENT CENTER

BASEMENT RENOVATION


DATE

PLOTTED ON:

ARCHITECT #:


Contact Person(s):

CONTACT(S):



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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

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03/19/19100% CDs

3/19/2019 3:09:26 PM

A100

DEMOLITION FLOOR ANDREFLECTED CEILING PLAN


17-07-10


Bill Zink (307) 778-5222


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


40

46

40 40

42

LEVEL 01100' - 0"

HM-5 HM-5

8" M

IN. V

IF


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

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03/19/19100% CDs

3/19/2019 3:09:58 PM

A101

FLOOR PLAN


17-07-10


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










DATEISSUE

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03/19/19100% CDs

3/19/2019 3:10:05 PM

A102

DIMENSION PLAN


17-07-10


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


1' -

7"

EXTEND TO DECK

W-1 UPPER CABINET WITH TRIM, SEE A602


W-4, 5/8" GYPSUM BOARD, TAPE, FINISH AND PAINT COLOR 9

6"

3"

A7015

A7017

8" M

IN

HM-510"

6"

160.

00°


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


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


EXISTING GYP. BOARD WALL TO REMAIN

1:124' -

0"

1' - 0" 4' - 11"

HANDRAIL BRACKET BEHIND,4' - 0" O.C. MAX, SEE 5/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


1' - 1"

108' - 0"

108' - 8"

DATEISSUE

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03/19/19100% CDs

3/19/2019 3:10:12 PM

A300

ENLARGED PLAN ANDGENERAL BUILDINGDETAILS


17-07-10


Bill Zink (307) 778-5222


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.


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.


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


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



STUD KICKER

COORDINATE EXACT LOCATION OF

BULKHEAD WITH LOCATION OF EXISTING

DUCTWORK 1' -

10"

110' - 6"

108' - 8"

DATEISSUE

PLOTTED ON:

ARCHITECT #:

OWNER:


Contact Person(s):

CONTACT(S):



OWNER #:

PROJECT INFORMATION












03/19/19100% CDs

3/19/2019 3:10:45 PM

A301

ENLARGED PLANS ANDGENERAL BUILDINGDETAILS


17-07-10


Bill Zink (307) 778-5222


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' -

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:


Contact Person(s):

CONTACT(S):



OWNER #:

PROJECT INFORMATION












03/19/19100% CDs

3/19/2019 3:11:41 PM

A400

REFLECTED CEILING PLAN


17-07-10


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










TILE0.354" THICKNESS

LUXURY VINYL TILE0.125" THICKNESS

CTA-XX-L

WALK-OFF CARPET0.187" THICKNESS


CD-XX-H

CARPET0.286" 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:


Contact Person(s):

CONTACT(S):



OWNER #:

PROJECT INFORMATION












03/19/19100% CDs

3/19/2019 3:12:02 PM

A600

FINISH FLOOR PLAN


17-07-10


Bill Zink (307) 778-5222


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"


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:


Contact Person(s):

CONTACT(S):



OWNER #:

PROJECT INFORMATION












03/19/19100% CDs

3/19/2019 3:12:11 PM

A601

INTERIOR ELEVATIONS


17-07-10


Bill Zink (307) 778-5222


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

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