ARCHITECT CONSULTANTS

9075 West Diablo Drive, Suite 300

Las Vegas, Nevada 89148

702.367.6900

1701 Directors Boulevard, Suite 770

Austin, Texas 78744

512.441.8200

LAS VEGAS AUSTINwww.KGAarchitecture.com

MECHANICAL / PLUMBING / ELECTRICAL:

CONTACT:

CONTACT:

OCTOBER 25, 2017

15291.127514 PARKWAY DRLONE TREE, CO 80124

CONSTRUCTION DOCUMENTS

DG Koch Associates LLC2920 S. Jones Blvd Suite 100

Las Vegas, NV 89146

T: 702.221.5160

F: 702-221-5165

LEOBER VICENTE

SCOTT A. CARTER, AIA

KRISPY KREME LONE TREE, COSTORE # 1076

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

LA

S V

EG

AS

AU

ST

INw

ww

.KG

Aa

rch

ite

ctu

re.c

om

CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

AG0.01

15291.12

OCTOBER 25, 2017

VICINITY MAP,SYMBOL LEGEND,DESIGN ANALYSIS &DWG. INDEX

KRISPY KREMELONE TREE

KR

ISP

Y K

RE

ME

LO

NE

TR

EE

7514 P

AR

KW

AY

DR

L

ON

E T

RE

E, C

O 8

01

24

DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

SHEET No. SHEET NAME

GENERAL

AG0.00 COVER

AG0.01 VICINITY MAP, SYMBOL LEGEND, DESIGN ANALYSIS &DWG. INDEX

AG0.02 2010 ADA STANDARDS

AG0.03 TI SPECIFICATIONS

ARCHITECTURAL

AS1.01 ARCHITECTURAL SITE PLAN

A0.01 DEMOLITION FLOOR & REFLECTIVE CEILING PLAN

A1.01 FLOOR PLAN AND DOOR SCHEDULE

A2.01 FINISH FLOOR & FURNITURE PLAN & EXITING PLAN

A3.01 REFLECTED CEILING PLAN

A5.01 INTERIOR ELEVATIONS

A6.01 EXTERIOR ELEVATIONS

A9.01 MISCELLANEOUS DETAILS AND CEILING DETAILS

EQUIPMENTS BY OTHER

EQ1.01 EQUIPMENTS

ABBREVIATONS

& AND@ AT

ALUMALUMINUMB.O.D. BOTTOM OF DECK

CFCICONTRACTOR FURNISHED, CONTRACTOR INSTALLEDCFOI CONTRACTOR FURNISHED, OWNER INSTALLEDCG CORNER GUARDCJ CONTROL JOINTCLG CEILINGCORR CORRIDOR

DEPT DEPARTMENTDIA DIAMETERDSDOWN SPOUT

EQ EQUALEJ EXPANSION JOINTEXIST EXISTINGFEC FIRE EXTINGUISHER CABINET

HBHOSE BIBHM HOLLOW METALLAB LABORATORY

MAX MAXIMUMMINMINIMUMMISC MISCELLANEOUSM.O. MASONRY OPENING

NIC NOT IN CONTRACTN.T.S. NOT TO SCALE

O.C. ON CENTEROCCOCCUPANCYOFCI OWNER FURNISHED, CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER INSTALLEDO.H. OPPOSITE HAND

REC RECEPTIONREF REFRIGERATORRM ROOMRO ROUGH OPENING

SIMSIMILARSTORSTORAGE

TLTTOILETT.O.W.TOP OF WALLTV TELEVISIONTYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

DRAWING INDEX

PLAN NORTH

VICINITY MAP LONE TREE, COLORADO

LOCATION

NOTIFY THE ARCHITECT AND/OR OWNER OF ANY DISCREPANCIES AND/OR OMISSIONS, PRIOR TO THE START OF WORK. WITHOUT NOTIFICATION, THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL EXISTING CONDITIONS.

1

DO NOT SCALE DRAWINGS.2ALL FINISH CONSTRUCTION MUST MEET ADA STANDARDS.

3

4 ALL EXIT SIGNS SHOULD BE CENTERED ABOVE DOOR(S) WHERE APPLICABLE.

5 WALL TYPES WITH AN 'S' SUBSCRIPT INDICATE FIBERGLASS SOUND ATTENUATION BLANKETS FULL HEIGHT AND DEPTH TO EXTEND FROM THE TOP OF FLOOR SLAB TO THE UNDERSIDE OF STRUCTURE ABOVE. ON BOTH SIDES OF PARTITION THAT OTHERWISE WOULD NOT EXTEND TO THE STRUCTURE ABOVE, PROVIDE ACOUSTIC SEALANT AT TOP, BOTTOM AND BOTH SIDES OF WALL.

GENERAL NOTES

6 DIMENSIONS ARE TO GRID LINE, FACE OF STUD, FACE OF MASONRY OR FACE OF CONCRETE -UNLESS NOTED OTHERWISE.

7 ALL FINISHES ARE TO TERMINATE AT INSIDE CORNERS UNLESS NOTED OTHERWISE.

8 REPAIR ALL DAMAGE CAUSED BY DEMOLITION AND / OR NEW CONSTRUCTION. REPAIR SURFACES TO MATCH ADJACENT FINISHES.

9 WHERE CEILINGS ARE EXPOSED AND CALLED OUT TO BE PAINTED PER THE ID DRAWINGS, THIS PAINTING SHOULD INCLUDE ALL EXPOSED DUCKWORK, PIPING, CONDUITS, METAL DECK, STEEL STRUCTURE AND FRAMING, ETC. UNLESS NOTED OTHERWISE.

WHERE A SINGLE LIGHT IS LOCATED IN GYPSUM CEILINGS OR HUNG IN AN EXPOSED CEILING, THE LIGHT SHOULD BE CENTERED IN THE ROOM, IN BOTH DIRECTIONS. WHERE THERE ARE MULTIPLE LIGHTS, THE LIGHTS SHOULD BE EQUALLY CENTERED OFF THE WALLS AS GRAPHICALLY SHOWN ON THIS PLAN, AND THEN EQUALLY SPACED BETWEEN LIGHTS - UNLESS NOTED OTHERWISE.

10

PROVIDE BACKING AT WALLS WITH ANY WALL HUNG TYPE ATTACHMENTS AND/ OR SUPPORTING ATTACHMENTS SUCH AS WALL SINKS, GRAB BARS, WALL CABINETS AND OTHER MISC. EQUIPMENT. FLAT STRAPPING TO EXTEND ACROSS A MIN. OF THREE (3) STUDS. ANY WALL WITH AN ATTACHMENT GREATER THAN 90PSF OR HAS A STONE FINISH CONTRACTOR IS TO VERIFY STUD SIZE AND BRACING REQUIREMENTS.

11

ALL WALLS IN WET AREAS SHALL HAVE 5/8" DENS SHIELD IN LIEU OF 5/8" TYPE 'X' (REGULAR) GYPSUM BOARD.

12

APPLICABLE CODES:INTERNATIONAL BUILDING CODE AND AMENDMENTS (IBC)FIRE CODE AND AMENDMENTSINTERNATIONAL MECHANICAL CODE AND AMENDMENTSINTERNATIONAL PLUMBING CODENATIONAL ELECTRICAL CODE (NEC)INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

INTERNATIONAL FUEL AND GAS CODE

A101

1

11

1

ELEVATION NUMBER

SHEET NUMBER

ELEVATION

A1011

DETAIL

ROOM OCCUPANCY

EXIT REQ.

EXIT WIDTH

DOOR CAPACITY

Type 150 SFArea per=Occ.

NameEXIT # 1

34" 0.20"

48" 120"132

Floor

Base

Wall

Ceilings

1

A101

1

FINISH SYMBOLNEW GRIDEXISTING GRID

1 1

101

1 1

DOOR WINDOW REVISION

1t 1Roomname

ROOM TAG SECTION

101

DESIGN ANALYSIS

PARTITION LEGEND

PROJECT DESCRIPTION

BUILDING INFORMATION:

OCCUPANCY INFORMATION:

KEYNOTE FINISH KEYNOTE

KEYNOTE PREFIX

S = SITED= DEMOLITIONP= PLANTA= TOILET ACCESSORIESEQ= EQUIPMENTC= CEILINGR= ROOFE= ELEVATIONIE= INTERIOR ELEVATIONS

FIRE-RESISTIVE RATINGS REQUIREMENTS:PER TABLES 601 & 602

FIRE RESISTIVE RATINGS:

SPRINKLER SYSTEM:BUILDING IS EQUIPPED THROUGHOUT WITH AN ELECTRONICALLY SUPERVISED WET AUTOMATIC SPRINKLER SYSTEM.

FIRE ALARM SYSTEM:AUTOMATIC FIRE ALARM SYSTEM INSTALLED THROUGHOUT PER NFPA.

FIRE EXTINGUISHERS:FIRE EXTINGUISHERS ARE LOCATED SUCH THAT THE TRAVEL DISTANCE TO THE NEAREST EXTINGUISHER WILL BE A MAXIMUM OF 75 FEET. FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 10.

FIRE COMMAND CENTER: NOT REQUIRED.

EXITING REQUIREMENTS:

REQUIRED EXITS

PROVIDED EXITS

EXIT WIDTH/OCC.

EXIT CAPACITY

EXIT LOAD

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

SYMBOL LEGEND

KEYNOTE PREFIX

S= SOUND INSULATION

REFER TO PARTITION TYPE DETAILS

OCCUPANCY GROUP

INTERIOR NON-BEARING WALLS

TYPE OF CONSTRUCTION:

TENANT SPACE =

TOTAL OCCUPANT LOAD

INTERIOR TENANT DEMISING WALLS

EXISTING WALL

INTERIOR REMODEL WITH NEW SERVICE LAYOUT AND FINISHES. EXTERIOR REMODEL WITH NEW FINISHES.

VB

4,046 SF

2

2

A-2

0 HOURS

NO MODIFICATIONS MADE TO OVERALL BUILDING ORBUILDING ENVELOPE AS PART OF THIS PROJECTSCOPE

20122012

20122012

201420092012

85

0 HOURS

FRONTAPPROACHPUSH SIDE

HINGE APPROACHPULL SIDE

*NOTE: IF BOTH LATCH AND CLOSER ARE PROVIDED.

FRONTAPPROACHPULL SIDE

HINGE APPROACHPULL SIDE

HINGE APPROACHPUSH SIDE

*NOTE: 48" IF BOTH LATCH AND CLOSURE ARE PROVIDED.

CLEARDOORWAY WIDTH

LATCHAPPROACHPUSH SIDE

*NOTE:48" IF CLOSER IS PROVIDED.

LATCHAPPROACHPULL SIDE

*NOTE:54" IF CLOSER IS PROVIDED.

MIN.

24"

* 42

" M

IN.

60"

MIN

24" PREFERED18" MIN

* 12" MIN

48"

MIN

54"

MIN

60"

MIN

36" MIN

32" MIN

* 48

" M

IN

MIN

24"

42" MIN

* 42

" M

IN

MIN

22"

MANUVERING CLEARANCE AT DOORS

A

B

A

B

FORWARDAPPROACH

PARALLELAPPROACH

B < 15" : A = 48" MINB > 15" : A = 60" MIN

B < 24" : A = 30" MINB > 24" : A = 36" MIN

ALCOVE CLEARANCE

UNOBSTRUCTED-OBSTRUCTED REACH

48"

MA

X

34"

MA

X

20" MAX

MIN

15"4

8"

MA

X

48"

MA

X

MIN

15"

10" MAX

48"

MA

X

34"

MA

X

10" MAX

44"

MA

X

34"

20"-25" MAX

46"

MA

X

34"

MA

X

10"-24" MAX

OBSTRUCTED PARALLEL REACHOBSTRUCTED FORWARD REACH

OBSTRUCTED CENTER HEIGHT:OUTLET - 41" A.F.F.SWITCH - 41" A.F.F.THERMOSTAT - 41" A.F.F.

UNOBSTRUCTED PARALLEL REACHUNOBSTRUCTED FORWARD REACH

UNOBSTRUCTED CENTER HEIGHT:OUTLET - 18" A.F.F.SWITCH - 48" A.F.F.THERMOSTAT - 48" A.F.F.

TELEPHONES

CLEAR FLOOR

30" MIN

MA

X

27"

OP

ER

AB

LE

PA

RT

48"

MA

X

FACE OF PHONE10" MAX

MAX

20"

OP

ER

AB

LE

PA

RT

48"

MA

X

CLE

AR

27"

CLEAR FLOOR SPACE

48" MIN

FORWARD REACHPARALLEL REACH

ALCOVE CONDITION:REFER TO ALCOVE CLEARANCE FOR DIMENSIONS

FIRE EXTINGUISHER CABINET

SOLID METAL RECESSED CABINET

HINGE

SOLID METAL PULL

SOLID METAL DOOR WITH CLEAR ACRYLIC PANEL

20"

*27"

*13"

4" MAX

*NOTE:REFER TO SPECIFICATIONS FOR EXTINGUISHER TYPE

*NOTE:CABINET SHALL NOT PROTRUDE MORE THAN 4" FROM FACE OF WALL

FIREEXTINGUISHER

W/ SEAT

27" MAX

33

"-3

6"

38"

MIN

48"

MA

X

33

"-3

6"

60" MIN.

MIN

.

36"

MIN

MIN

.

30"

MIN

1 1/2" EXACT

6" MAX6" MAX

6"

MA

X

NOTE: SHOWER SPRAY UNIT SHALL HAVE A MINIMUM 59" LONG HOSE THAT CAN BE USED AS A FIXED OR HAND-HELD SHOWER HEAD.

CONTROL AREA

NOTE: CONTROLS CAN BE ON ANY WALL WHERE NO SEAT IS PROVIDED. WHERE SEAT IS PROVIDED, CONTROLS MUST BE LOCATED 27" MAX FROM SEAT WALL. CONTROLS CAN NOT BE NEXT TO ADJACENT LAVATORY

NO THRESHOLD

1 1/4" - 1 1/2" DIAMETER HANDRAIL

ROLL-IN TYPE

SLOPE 2% MAX

CL OF SHOWER

DRESSING ROOMS

48" EXACT

EX

AC

T

24"

48" EXACT

17

"-1

9"

24" X 48" FIXED BENCH

FLOOR CLEARANCE

TOILET ACCESSORIES AND GRAB BARS

MAX

12" 42" MIN

33

"-3

6"

17

"-1

9"

1 1

/2"

MIN

18"

MIN

24" MIN.

MIN

24"

MIN

12"

33

"-3

6"

16"-18"

48"

MA

X

48"

MA

X

48"

MA

X

48"

MA

X

NOTE: THE 48" MAXIMUM REACH IS TO THE DISPENSING SLOT AND/OR PUSH BUTTON

PAPER TOWEL DISPENSER WITH AND WITHOUT TRASH RECEPTACLENOTE: TRASH RECEPTACLE SHALL NOT PROTRUDE MORE THAN 4" FROM THE WALL. RECEPTACLE SHALL NOT PROTRUDE INTO THE CLEAR FLOOR SPACE OF ANY PLUMBING FIXTURE

SOAP DISPENSER

SEAT COVER DISPENSER

SEAT COVER DISPENSER

36" MIN

ACCESSIBLE AND AMBULATORY STALL

60" MIN

36

" E

XA

CT

18"

18"59

" F

LO

OR

MO

UN

T

56

" W

AL

L M

OU

NT

60" MIN

16"-18"

42"

MIN

4" MAX

DOOR

32" MIN

LEVER LOCATION (WHERE APPLIES)

SELF CLOSING DOOR

DO

OR

32"

MIN

AMBULATORY STALLACCESSIBLE STALL

DRINKING FOUNTAIN CLEARANCE

UNDER FOUNTAIN

KNEE CLEARANCE SHALLEXTEND 17"-25"

ALCOVE CONDITION: REFER TO ALCOVE CLEARANCE FOR DIMENSIONS

30" 48" CLEAR FLOOR SPACE

8" MIN

9"

MIN

CLE

AR

AN

CE

27"

MIN

KN

EE

SP

OU

T H

EIG

HT

36"

MA

X

11" MINCLEARANCE6" MAX TOE

SINK CLEARANCE

UNDER SINK

KNEE CLEARANCE SHALLEXTEND 17"-25"

ALCOVE CONDITION: REFER TO ALCOVE CLEARANCE FOR DIMENSIONS

9"

MIN

CLE

AR

AN

CE

27"

MIN

KN

EE

11" MINCLEARANCE6" MAX TOE

30" 48" CLEAR FLOOR SPACE

RIM

HE

IGH

T

34

" M

AX

SIN

K

RE

FLE

CT

IVE

SU

RF

AC

E

40

" M

AX

TO

NOTE: ALL UNDERSINK PIPES SHALL BE PROPERLY INSULATED AND PROTECTED

CLE

AR

AN

CE

29"

MIN

LA

VA

TO

RY

AP

RO

N

8" MIN

1" MIN

HANDICAPPEDPARKING

TEXT TO COMPLY WITH LOCAL JURISDICTION AND ACCESSIBILITY REQUIREMENTS 1/16" METAL SIGN

HANDICAPPEDPARKING

12"

20"

60"

MIN

.1

8"

VANACCESSIBLE

8"

20

"60"

MIN

.1

8"

8"

6"2" STEEL POST -

GALVANIZED

12"

CONCRETE FOUNDATION

SHOWER CLEARANCE AND GRAB BARS

NOTE: 1/2" HIGH MAX. THRESHOLD

MIN.

48"

HANDICAP SIGN

WATER CLOSET AND URINAL

56"

MIN

60" MIN

42" CLEAR 16"-18"

MA

X

17"

LEVER LOCATION (WHERE APPLIES)

OTHER FIXTURES NOT ALLOWED IN THIS AREA

30"X48" CLEAR FLOOR SPACE

ALCOVE CONDITION: REFER TO ALCOVE CLEARANCE FOR DIMENSIONS

BOBRICK - 5181

NOTE: SHOWER SPRAY UNIT SHALL HAVE A MINIMUM 60" LONG HOSE THAT CAN BE USED AS A FIXED OR HAND-HELD SHOWER HEAD

CONTROL AREA

EDGE OF SHOWER

FIXEDSEAT

HEAD AND WALL

BACK WALLWITH PERMANTENT SEAT

CONTROL END WALL

WITH PERMANTENT SEATWITHOUT PERMANTENT SEAT GRAB BAR

TRANSFER TYPE

GRAB BAR

18"

MIN.

12"

EXACT

36"

4" MAX.

18"

18"

3"M

IN./6

"MA

X.

MAX.

15"

33

"-36"

38

" M

IN.

48

" M

AX

.EX

AC

T

36"

MIN

.

36"

33

"-36"

3"M

IN./6

"MA

X.

NOTE WHERE PORTABLE SEAT IS PROVIDED, GRAB BAR AT HEAD WALL SHALL BE DELETED

MIN.

60"

STAIRS

CURB RAMPS

RAMPS ELEVATORS

CONTROL END WALL

1 1/4" - 1 1/2" DIAMETER HANDRAIL

33

"-3

6"8

"-10

"

SE

AT

HE

IGH

T

17

"-1

9"

1 1/2" EXACT

MIN.

75"

MIN

.

30"

MIN

.

30"

MIN.

12"

4" MAXMIN.

24" MIN

BATHTUB AND GRAB BARS

36"MIN.

FLARES SIDES1:10 MAXIMUM SLOPE

10 1 MAX.

1 1/2" MIN.

X MIN.

12"

1 1/4" - 1 1/2"DIAMETERHANDRAIL

XX

X = TREAD DEPTH

<2

7"

X

MIN.

12"

BACK WALL WITHOUT PERMANENT SEAT

HEAD END WALL

17

"-1

9"

33

"-3

6"

MAX.

15"

MAX.

12"

MAX.

24"

MAX.

12"

MIN.

48"24"

17

"-1

9"

33

"-3

6"

3"-

6"

MIN

.

18"

MAX.4"

CONTROL END WALL

HEAD END WALL

EDGE OF TUB

17

"-1

9"

EDGE OF TUB

CONTROL AREA

2' -

7"

33

"- 3

6"

3"-

6"

MIN

.

18"

LEVEL LANDING

5' - 0" MIN.

2% MAX. SLOPE IN ALL DIRECTIONS 2% MAX.

SLOPE IN ALL DIRECTIONS

2% MAX. CROSS SLOPE

2% MAX. CROSS SLOPE

< 2

7

34

" -

38

"

MIN.

12"

1

12 MAX.

1

12 MAX.

30"

MA

X

MIN.

12"MIN. CLEAR

36"

MIN.

12"3

4"

- 3

8"

1 1/4" - 1 1/2" DIAMETER HANDRAIL

EXTENDED SURFACE

EDGE PROTECTION

REFERENCE HANDRAIL CROSS SECTION

34

" -

38

"

MIN. CLEAR

36"

4"

MA

X.

CURB OR BARRIER

MA

X.

27"

MA

X.

27"

MA

X.

27"

BARRIER

MIN.

12"

MA

X.

27"

MIN.

12"

EXTENDED SURFACE

CURB OR BARRIER

HANDRAIL CROSS SECTION

EDGE OF RAMP

EDGE OF RAMP

48

" -

60

"

72

" M

IN.

EX

AC

T

42"

HALL LANTERN

FLOOR SIGNS TACTILE & BRAILLE BOTH JAMBS

CALL BUTTON

CL

CL

CL

51

" M

IN.

68" MIN.

36" MIN.

ALTERNATE CONTROL PANEL LOCATION

CONTROL PANEL LOCATION SIDE DOOR

LOCATION

CENTER DOOR LOCATION

CONTROL PANEL LOCATION

ALTERNATE CONTROL PANEL LOCATION

80" MIN.

42" MIN.

*NOTE: IF ELEVATOR SERVES MORE THAN 16 FLOORS

EM

ER

GE

NC

Y C

ALL

BU

TT

ON

35

" M

IN.

TO

TO

P B

UT

TO

N

48

-54"

MA

X.

51

" M

IN.

LEVEL LANDING

5' - 0" MIN.

1

12 MAX.

CL OF SHOWER

34

" -

38

"

39" - 41"

39

" -

41

"

MIN

18"

CONTROL AREA

2' -

7"

UNISEXRESTROOM

6"

MIN

MENSRESTROOM *

60

" M

AX

* 48

" M

IN

LATCH SIDE OF DOOR

CL OF SIGN

9" MIN

CLEAR18" MIN

* MEASURED FROM BASE LINE OF TACTILE CHARACTERS (703.4.1)

LETTERS AND NUMBERS SHALL BE RAISED WITH NO SHARP EDGES PER SECTION 703.2

BRAILLE II PER FIGURE 703.3.1

42" MAX.

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

LA

S V

EG

AS

AU

ST

INw

ww

.KG

Aa

rch

ite

ctu

re.c

om

CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

AG0.02

15291.12

OCTOBER 25, 2017

2010 ADASTANDARDS

KRISPY KREMELONE TREE

KR

ISP

Y K

RE

ME

LO

NE

TR

EE

7514 P

AR

KW

AY

DR

L

ON

E T

RE

E, C

O 8

01

24

DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

GENERAL CONDITIONS1. All construction shall comply with local, state, and federal codes and regulations

including the Americans with Disabilities Act (ADA). 2. CONTRACTOR shall submit three (3) sets of shop drawings, product data and

samples, as requested. CONTRACTOR shall submit three (3) sets of Operating and Maintenance Manuals (O&M), as built drawings in AUTOCAD format, and three (3) bound and tabbed sets of all written submittal data, as part of project

close-out requirements along with training OWNERs personnel in equipment operation and maintenance. 3. CONTRACTOR shall supply OWNER with certificates of insurance, bonds etc.

as required and to the satisfaction of OWNER. 4. CONTRACTOR shall verify all existing job site conditions prior to bid. Where

shall apply.5. See Title Sheet, Drawings, and Building Contract for additional General

Conditions.

Testing & Inspections

1. The OWNER shall employee a testing agency and the CONTRACTOR shall schedule all testing and inspections (when required).

Means & Methods

1. The ARCHITECT & his consultants will not be responsible for, and will not have control of construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work. He will not be responsible for the CONTRACTOR's failure to carry out the work in accordance with the contract documents.

2. The ARCHITECT and his consultants will not be responsible or have control or charge over the acts or omissions of the CONTRACTOR, SUBCONTRACTOR or any of their agents or employees, or any other persons performing any of the work.

Contractor Responsibilities

1. Prior to contract execution, the CONTRACTOR shall visit the site, and compare the drawings and specifications with the existing building(s) and/or improvements in place to inform himself of all conditions, including other work, if any, being performed. CONTRACTOR to notify ARCHITECT immediately in writing if any discrepancies are found.

Safety1. The CONTRACTOR shall furnish and install all necessary temporary

construction safeguards, conforming to all applicable codes and ordinances. Where necessary the safeguards shall be illuminated and signs posted to insure the safety of workers and the general public.

Drawings1. Do not scale drawings. Use only dimensions indicated on plans. 2. Should a question occur regarding a dimension or the location of a specific item

or fixture, refer questions to the ARCHITECT with an RFI.

Requests for Information1. Request for Information: a. Document submitted by Contractor requesting clarification of portion of Contract

Documents, hereinafter referred to as RFI. b. Properly prepared request for information shall include detailed written statement that indicates specific Drawing or Specification in need of clarification and nature of clarification requested.

i. Drawings shall be identified by Drawing number and location on Drawing sheet. ii. Specifications shall be identified by Section number, page and paragraph.

2. When the Contractor is unable to determine from Contract Documents, material, process or system to be installed, Architect will be requested to make clarification of indeterminate item.

3. RFIs shall be originated by Contractor:a. RFIs from subcontractors or material suppliers shall be submitted through,

reviewed by, and signed by Contractor before submittal to Architect.b. RFIs sent by subcontractor directly to Architect or Architect's consultants shall

not be accepted and will be returned unanswered.4. Contractor shall carefully study Contract Documents to ensure that requested

information is not available therein. RFIs which request information available in Contract Documents will be deemed "improper" or "frivolous”. In cases where RFIs are Issued to request clarification of coordination issues, for example pipe and duct routing, clearances, specific locations of WORK shown diagrammatically, and similar items, Contractor shall fully lay out suggested solution using drawings or sketches drawn to scale, and submit same with RFI. RFIs which fail to include suggested solution will be returned unanswered with requirement that Contractor submit complete request.

5. In the event Contractor believes that clarification by Architect results in additional cost or time, Contractor shall not proceed with work indicated by RFI until change order is prepared and approved. RFIs shall not automatically justify cost increase in work or change in project schedule. Contractor shall prepare and maintain log of RFIs, and at any time requested by Architect, Contractor shall furnish copies of log showing outstanding RFIs. Contractor shall note unanswered RFIs in log. Contractor shall allow up to 7 working days review and response time for RFIs,

however, Architect will endeavor to respond in timely fashion to RFIs.

Clean-Up1. The general CONTRACTOR shall insure that all trash and debris is placed in

appropriate containers for removal. The general CONTRACTOR shall be responsible for removal of trash and debris from the site, as required.

Closeout1. CONTRACTOR to clean all debris from site/space and clean all surfaces at

completion of work, prior to OWNER's acceptance. Cleaning will include final cleaning of floors, windows, millwork, finishes, and all site finishes.

Extra Materials1. Provide 10% overage, to the OWNER of the following finish materials: flooring,

base, paint, wall coverings, ceiling panel, and wainscot materials, unless noted otherwise.

Warranties1. The CONTRACTOR and each SUBCONTRACTOR shall guarantee the

workmanship and materials of his portion of the contract to be free from defects for a minimum period of one (1) year, or for such additional time as specified in the contract documents for the date of the filing of the Notice of Completion on the contract.

2. Any damage, either unintentional or by roof penetration, to the existing roof caused during the work on this project shall be repaired in such a manner so as to not void the warranty on the existing roof.

Approvals1. All work is subject to the approval of the OWNER or their designated

representative. Any work not completed to the OWNER's satisfaction and not up to normal industry standards, shall be removed and replaced to the

OWNER's satisfaction at the CONTRACTOR's cost.

Final Payment1. Prior to receiving final payment, the CONTRACTOR and his

SUBCONTRACTORS are to issue a written one-year warranty on all materials, assemblies and equipment.

2. Prior to receiving final payment, the CONTRACTOR is to provide reproducible record drawings (The ARCHITECT can provide original contract documents for reproduction by the CONTRACTOR for use in the record drawings).

3. Prior to receiving final payment, the CONTRACTOR is to provide lien releases from all SUBCONTRACTORS and material suppliers.

4. Prior to receiving final payment, the CONTRACTOR is to furnish copies of all permits obtained for the work included in the contract.

Hazardous Material Indemnity1. The OWNER and CONTRACTOR agree, notwithstanding any other provision of

this agreement, to the fullest extent permitted by law, to indemnify and hold harmless the ARCHITECT, its officers, partners, employees and consultants (collectively, ARCHITECT) from and against any and all claims, suits, demands, liabilities, losses, damages or costs, including reasonable attorneys' fees and defense costs arising out of or in any way connected

with the detection, presence, handling, removal, abatement, or disposal of any asbestos or hazardous or toxic substances, products or materials that exist on, about or adjacent to the project ite, whether liability arises under breach of contract or warranty, tort, including negligence, strict liability or statutory liability or any other cause of action, except for the sole negligence or willful misconduct of the ARCHITECT.

Site Construction / Building Demolition1. Demolish and remove all items indicated to be removed and as required to

facilitate new construction. 2. OWNER has right of salvage on all items to be removed. Legally dispose of all

items off-site that OWNER does not wish to retain. 3. Protect all items to be salvaged from damage. Protect all existing construction

and equipment from dust and damage to structure and existing construction to remain. Repair adjacent finishes and patch to match existing.

4. Removal of hazardous materials in compliance with all local, state, and federal laws, ordinances, codes, and regulations is strictly by others and not part of the scope of this project.

5. Notify OWNER in writing 72 hours prior to all utility disruptions. Maintain utilities to existing occupied areas at all times except as approved and scheduled with OWNER. Prior to working on utilities verify that the respective utilities have been disconnected and capped.

6. Provide temporary protection for occupants, structure, existing construction and finishes, and landscaping etc. as required at all times of demolition activity.

7. Neatly cut openings and holes plumb, square and true. Do not use cutting torches until work area is cleared of flammable materials. Maintain adequate ventilation when using torches. When using a torch or open flame maintain fire watch personnel consisting of, at a minimum, one person with a sand bucket and portable fire extinguisher, until work is complete. Follow local building code standards.

8. Clean and remove trash and debris from site daily. Do not allow trash and debris to accumulate on site. Recycle demolished materials to the maximum extent possible. Clean area of dust, dirt and debris to original condition before demolition operations.

9. Repair or replace any existing fireproofing damaged by construction. Match existing fireproofing ratings and existing fireproofing materials.

Demolition1. It is the intent of the demolition to remove all existing construction which

conflicts with the intent of the new construction. Every demolition detail may not necessarily be covered on these documents. Prior to bid the contractor shall review the existing conditions and shall include all demolition work required to accommodate the new scope of work, even if not specifically identified.

2. Where existing wall or ceiling are damaged by the general contractor and its subcontractors for access to services, and new construction is not scheduled or shown on the drawings, the contractor shall be responsible for repairing materials and finishes to match original conditions.3. Restore exposed finishes of patched areas and extend restoration into

adjoining construction in a manner that eliminates evidence of patching and refinishing.

4. Restore rated construction assemblies to a condition that maintains the necessary rating through the use of acceptable means and methods to achieve the particular rated assembly.

5. Do not cut and patch areas and extend restoration into adjoining construction in a manner that could change their load carrying capacity,

load deflection ration or that will result in increased maintenance or decreased operational life or safety.

6. If materials suspected of containing hazardous materials are encountered, do not disturb. Suspend work immediately and notify the Architect or

Owner.

TEMPORARY FACILITIES AND CONTROLS

Summary1. Section includes: Requirements for temporary facilities and controls,

including temporary utilities, support facilities, and security and protection facilities.

Use Charges1. General: Cost or use charges for temporary facilities shall not be included in

the Contract Sum.2. Allow other entities to use temporary services and facilities without cost,

including, but not limited to: Architect, testing agencies, and authorities having jurisdiction.

a. Sewer service, water service, electric power service: To be provided by owner

Informational Submittals1. Site Plan: Show temporary facilities, utility hookups, staging areas, and

parking areas for construction personnel.2. Fire-Safety Program: Show compliance with requirements of NFPA 241 and

authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program.

3. Moisture-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage.

a. Describe delivery, handling, and storage provisions for materials subject to water absorption or water damage.

b. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water-

damaged Work.c. Indicate sequencing of work that requires water and describe plans for

dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials.

4. Dust and HVAC Control Plan: Submit coordination drawing and narrative that indicates the dust and HVAC control measures proposed for use, proposed

locations, and proposed time frame for their operation. Identify further options if proposed measures are later determined to be inadequate.

Include the following:a. Locations of dust control partitions at each phase of work.b. HVAC system isolation schematic drawing.c. Location of proposed air-filtration system discharge.d. Waste handling procedures.e. Other dust control measures.5. Traffic Control Plana. Describe and show plan for handling and controlling Owner and construction traffic.6. Pedestrian Protection Control Plana. Describe and show plan for handling and controlling Owner, guest, staff and

construction pedestrian traffic.

Quality Assurance1. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities" and NFPA 241. a. Comply with codes and regulations regarding potable drinking water,

sanitation, dust control, fire protection, and other temporary controls.2. Electric Service: Comply with NFPA, NECA, NEMA, and UL standards and

regulations for temporary electric service. Install service to comply with NFPA 70.3. Tests and Inspections: Arrange for authorities having jurisdiction to test and

inspect each temporary utility before use. Obtain required certifications and permits.

Project Conditions1. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of

each permanent service during it's use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

2. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work:

a. Keep temporary services and facilities clean and neat.b. Relocate temporary services and facilities as required by progress of the

Work.c. If existing facilities are used, maintain facilities in a clean condition d. Repair damaged temporary facilities and or services used by Contractor and or any of its subcontractors, suppliers, vendors, etc.Equipment, Facilities and Controls1. General:a. Provide incombustible construction for offices, shops, and sheds

located within construction area or within 30 feet of building lines. Comply with NFPA 241.

i. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion

will be permitted to use permanent facilities, as approved by Owner.2. Field Offices: Weather-tight, with lockable entrances, operable windows,

and serviceable finishes; on foundations adequate for normal loading.a. Size: Sufficient to accommodate required office personnel.b. Locate temporary offices at location as directed by Architect or Owner.3. Fire Protection:a. Comply with fire insurance and governing regulations.b. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and

extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures. Provide adequate number of fire extinguishers to protect the Work

c. Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install and maintain temporary fire-protection facilities

of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA241.

4. Water Service: Connect to existing water service facilities. Clean and maintain water service facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use.

5. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations, or

for protecting installed construction from adverse effects of high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation

requirements to produce ambient conditions required and minimize energy consumption.6. Electric Power Service: Connect to Owner's existing electric power

service. Maintain equipment in a condition acceptable to Owner.a. Install and operate temporary lighting that fulfills security and protection

requirements without operating entire system.b. Provide the following: One 100-W incandescent lamp per 500 sq. ft.,

uniformly distributed, for general lighting, or equivalent illumination.7. Storage and Fabrication Sheds: Provide sheds of adequate size to

accommodate stored materials and equipment.a. Construct framing, sheathing, and siding using fire-retardant-treated lumber

and plywood.b. Existing facilities may be used for storage upon approval from Owner.8. Temporary Stairs: Provide temporary stairs where ladders are not adequate. 9. Waste Disposal Facilities: Provide waste-collection containers in sizes

adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials

separately from other waste. a. If required by authorities having jurisdiction, provide separate containers,

clearly labeled, for each type of waste material to be deposited.b. Develop a waste management plan for Work performed on Project. Indicate

types of waste materials Project will produce and estimate quantities of each type. Provide detailed information for on-site waste storage and separation

of recyclable materials. Provide information on destination of each type of waste material and means to be used to dispose of all waste materials.

10. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard. Provide lighting, including flashing red or amber lights as required.

11. Temporary Fencing: Non-permanent type with fencing poles driven in to the ground to a depth necessary to fully support temporary fencing and screening material. Fencing shall be chain link or similar with screen mesh applied to the exterior of the fencing. Contractor responsible for cold patching penetrated paving, concrete patching penetrated concrete, repairing other

penetrations.12. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction and site that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.a. Materials and facilities that constitute temporary facilities are the property of

Contractor.b. At Substantial Completion, clean and renovate permanent facilities used during construction period.

METAL FABRICATION1. See drawings for details of all fabrications, U.N.O.2. All structural steel items shown or noted shall be ASTM A36 Grade, U.N.O.3. All bolted connections shall be made using ASTM A325 bolts of the size noted or best suited for the intended purpose. 4. All required welding shall be performed by welders qualified per ASW requirements. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surfaces. 5. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. 6. Immediately after erections, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop

painting to comply with SSPC-PA 1 for touching up shop painted surfaces.

MISCELLANEOUS METALS1. Provide metals with unblemished surfaces if exposed to view. Pre-assemble items in shop to greatest extent possible. Ease all exposed edges. Form exposed

connections with hairline joints, flush and smooth, using concealed fasteners where possible.2. Plates, shapes and bars shall conform to ASTM A-36. Tubes shall conform to ASTM A-500 grade B. Welding shall conform to requirements of AWS D1.3. Anchors grouted to masonry or concrete shall be red head, or equal, self-drilling or non-drill type, installed in grouted cells in masonry. Cold formed steel structural

members and connections therefore shall conform to AISI "Specification for Design of cold formed steel structural members". Exposed welds are to be ground smooth.

INTERIOR ARCHITECTURAL WOODWORK1. Submit shop drawings indicating location of each item, dimensioned plans and

elevations, large-scale details, locations of plastic laminate seams, attachment devices and other components.

2. All lumber and hardware shall be of size and type to suit the application indicated. Install all doors, windows, and hardware, etc. in conformance with manufacturers written instructions and per applicable trade publications and manuals.3. All installations shall comply with authorities having jurisdiction. Adjust all installations for smooth and balanced movement. Clean all installations, hardware, and adjacent areas after installation and adjustments are complete.4. Fabricate woodwork in accordance with AWI section 400 flush overlay construction U.N.O.5. Wood cabinets for transparent finish:a. Wood species, cut and grain matching as indicated in the finish scheduleb. Shop finishes: AWI finish system TR-6; catalyzed polyurethane, satin sheen. 6. Plastic laminate cabinets:a. Horizontal surfaces, vertical surfaces, and edges to be HGS high-pressure decorative laminate. b. Postformed surfaces to be HGP high-pressure decorative laminate.c. Construct strictly to WI standards - Manual of Millwork, Woodwork Institute Premium grade, WI certified. Comply with required vertical and lateral loadsd. The construction style is frameless, flush overlay. Laminate shall be .028-inch thick general purpose and .050 inch thick at horizontal surfaces. All surfaces to receive laminate.e. Shelving shall be clad on all faces and edges with white cabinet liner U.N.O.f. Adhesives are to be approved by WI for area installed. For hardware see Section 15 and Appendix of the WI manual.g. Install all casework per Appendix of the WI manual. Provide WI certificate of

compliance label if required by OWNER. Refer to drawings for finish material colors and any requirements for special finishes7. Countertop substrate shall be MDF for a minimum of 24 inches on each side of all sink locations8. Install woodwork to comply with WI section 1700 for the same grade specified. 9. Install standing and running trim with minimum number of joints possible. Using full- length pieces from maximum length of lumber available to greatest extent possible. Do not use pieces less than 36 inches long. Scarf running joints and stagger in adjacent and related members. Exposed end returns to be mitered or profiles. Any miters over 4” long shall be splined or doweled and glued. 10. Anchor paneling to supporting substrate with concealed panel hanger clips. Do not use face fastening, unless covered by trim.

FIRESTOPPING / SEALANTS1. Through-penetrations at fire-rated walls and assemblies shall conform to any system listed in the most recent edition of UL Fire Resistance Directory Volume II, utilizing sealants, devices and materials as specified therein, without substitution.2. Provide joint sealants between all dissimilar materials and at all locations shown on the drawings or required by code or best practice standards.3. Toilet and Bath Areas: Sealant containing a fungicide for mildew resistance. Provide one of the following for each joint type:a. Single-component Silicone (neutral cure)b. Single-component Silicone (acid cure)4. Interior Doors and Windows: Provide one of the following for each joint type:a. Acrylic-latex caulkb. Butyl rubber5. Built-in Cabinet Work: in kitchen, toilet, and bath areas, as specified for those areas. In other areas, single-component silicone (acid or non-acid cure) or acrylic latex caulk. 6. Rated Walls: Fire-rated sealant, UL Systems in accordance with Section 07840.7. Sealants should be provided as follows:a. Concrete Surfaces exceeding 20 square feeti. Single-component Silicone (Non-Acid Cure, Low Modulus) ASTM C 920 Class

100150, Type S, Grade P, Use T, and O.b. Vertical Jointsi. Multi-component urethane (gun-grade)c. Expansion, Control, and Perimeter Joints - Provide one of the following for each joint typei. Multi-component urethane (self-leveling)ii. Single-component urethane: use only where dynamic movement will not exceed 50% of joint width - above or below grade.iii. Single-component urethane (self-leveling)d. Non-Moving Joints, Interior and Exterior: Butyl rubber, ASTM C920e. Water-immersion Areas - Provide one of the following for each joint typei. Multi-component urethane (self-leveling)ii. Single-component urethane (self-leveling)iii. Multi-component polysulfide (self-leveling)iv. Multi-component polysulfide (non-sag)f. Glazing - Provide one of the following for each joint typei. Single-component Silicone (neutral cure)ii. Single-component Silicone (acid cure)iii. Structural Sealantg. Acoustical Sealant - Provide one of the following for each joint type: ASTM C919i. Acrylic-latex caulkii. Butyl rubberh. Miscellaneous locations: Butyl rubber at all gaps, holes, openings, under wood sills, or channel metal track in exterior envelope of building not identified herein. Install as directed by the ARCHITECT.i.INTERIOR ALUMINUM FRAMES1. Provide extruded aluminum components of not less than .062 inch thick material. Comply with NFPA 80 for fire rated assemblies.2. Fabricate frames for drywall slip-on type with throat size as required for scheduled partition type thickness.3. Factory finish all components so that any part exposed to view upon completion of installation will be uniform in finish and color.

FLUSH WOOD DOORS / STAINED / PLASTIC LAMINATE FACED1. CONTRACTOR shall submit shop drawings and product data for all wood doors

indicated. Provide color/stain and finish charts for actual materials specified. 2. CONTRACTOR shall comply with NWWDA I.S. 1-A "Architectural Wood Flush

Doors." Fire-rated doors shall comply with ANSI A208.1. Door hardware to comply with DHI-WDHS-3. CONTRACTOR shall comply with WI - Manual of Millwork,

Woodwork Institute Standards.

Install doors to comply with manufacturer's written instructions, referenced quality standards, and as indicated. 3. Adjust doors for a smooth, balanced, and correct installation. Clean wood doors

and adjacent areas after installation and adjustment.4. Fire-rated wood doors shall comply with NFPA 80 and shall be listed and labeled

by a testing and inspecting agency acceptable to authorities having jurisdiction for the fire ratings indicated. 5. Provide warranty on manufacturer's standard form, signed by manufacturer,

installer, and contractor, in which manufacturer agrees to repair or replace doors that are defective in materials or workmanship. Warranty shall be in effect from date of substantial completion for life of installation.

6. Construct doors with five piles with stiles and rails bonded to core, then entire unit abrasive planed faces and crossbands are applied. Door cores to be

particleboard complying with ANSI A208.1, Grade LD-2. Provide manufacturer's standard mineral core construction as needed to achieve fire rating indicated. Provide blocking in doors as required to eliminate through bolting hardware.

7. Door facing as indicated in door schedule shall be as follows: a. Wood Veneer (WV): i. Grade: AWI Premium, with Grade A faces. ii. Species, cut ,and grain matching as indicated in door schedule.iii. Stiles: Same species as faces. iv. Finish: Premium grade, AWI system TR-6 catalyzed polyurethane, satin sheen. b. Plastic laminate (PL): i. Grade: AWI Premium.ii. Laminate faces: High-pressure decorative laminates complying with NEMA LD 3, Grade HGS. iii. Colors, patterns, and finishes: As indicated in door schedule. iv. Exposed top and bottom edges: Hardwood edges for painting. v. Exposed vertical edges: Plastic laminate to match door faces. 8. Provide manufacturer's standard wood beads for lite openings in non-rated wood

doors of the same species as door faces. At 20-minute, fire-rated, wood-core doors, provide wood beads and metal glazing clips approved for such use. Provide manufacturer's standard metal frame formed of 0.0478 inch thick, cold rolled steel sheet; factory primed and approved for use in doors of fire rating indicated.

9. Install doors to comply with manufacturer's written instructions, AWI quality standards, and as indicated. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.

10. Construct the meeting edges of fire-rated pairs to eliminate the use of metal edges and astragals.

HARDWARE1. Quality standard for hardware shall be BHMA Grade 1 for corridor doors and

Grade 2 for all other doors. 2. Hardware components are noted on the drawings. 3. Match building standard, unless noted otherwise. 4. Key all locks to building grand master system. Provide construction cores during

construction phase. General contractor is responsible for changing out construction cores prior to beneficial occupancy.

5. Provide two (2) keys for all doors. Locks shall have a minimum of 3/4" throw and deadbolts a minimum of 1" throw.

6. Adjust door closers to comply with the Americans with Disabilities Act (ADA) and ANSI 117.1. Maximum door opening force for interior doors shall not exceed

5lbs of force. Door closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum.

7. Provide a ten (10) year warranty for all closers, three (3) year warranty for exit devices, and two (2) years for all other hardware.

8. CONTRACTOR to coordinate with OWNER for hardware packages.

NON-STRUCTURAL METAL STUD FRAMING SYSTEM1. Provide twenty (20) gauge drywall studs, UNO, at interior partitions and where

structural studs are not required. Use self-drilling, self-tapping screws for joining members. The track shall be unpunched, deep leg, at top and bottom.

2. Structural loads imposed by upper floor or roof shall not be transmitted directly to the stud. Approved bridging is required where wall finish is on one side only.

3. Space studs sixteen (16) Inches O.C., UNO. Apply butyl sealant between studs, floor, and any concrete surface.

4. Install metal studs, framing, and gypsum board in accordance with ASTM C840, GA-201, GA-214, GA-216, and GA- 600.

5. Install ceiling track and trim in longest possible lengths with no section less than 48 inches long. Use concealed installation clips to ensure that splices and connections are tightly butted and properly aligned.

6. Contractor shall determine size and gauge of studs based on the stud manufacturer's limiting height tables for the application. Studs shall be installed

in full lengths unless height exceeds manufacturer's maximum length in which case contractor shall submit stud splice details designed by stud manufacturer.7. See drawings for backing requirements for wall hung items.

GYPSUM BOARD ASSEMBLIES1. CONTRACTOR shall provide product data for all products and samples of each

texture indicated. Samples may be part of the finished work if accepted, approved and undisturbed during construction.

2. Fire-rated assemblies shall be identical to those tested in assembly indicated according to ASTM E 119. Provide materials from manufacturers with tested (UL or GA) assemblies.

3. Supply and install suspended gypsum board ceiling and soffit framing, which comply with ASTM C 754 for conditions indicated.

4. Provide and install materials and accessories as scheduled with finishes indicated. Apply and finish gypsum board panels per ASTM C840 and GA-216.

5. Install sound attenuation and/or thermal blankets before gypsum panels unless blankets are easily installed after panels have been installed on one side.

6. Clean all areas of construction after application of final texture to original condition before installation of gypsum board assemblies. 7. Patch holes in all walls, as required, providing a smooth, consistent finish.

Coordinate patching with painter. Painter may patch small nail or pin holes; gypsum board SUBCONTRACTOR should patch larger holes.

8. Penetrations in demising and sound insulated partitions above finished ceiling shall be effectively sealed to prevent sound leakage.

9. Screws, or any other mechanical fasteners, shall not attach partitions abutting window mullions. Provide 1/4” thick neoprene gasket, full mullion width closure strips at partition terminations at windows.

10. All partition returns shall have metal corner beads from floor to ceiling. All exposed gypsum board edges shall have J bead from floor to ceiling.

11. All gypsum board is to be 5/8” type X fire-rated unless noted otherwise.12. Install 5/8” cementitious board at all shower stalls. Use 5/8" type X GP-Dens

Armor Plus paperless fiberglass mat gypsum board at all other locations that are subject to moisture exposure, such as but not limited to: wall or countermounted sinks. Extend this board at least 4'-0" beyond the center of the fixture on either side.

13. Install 5/8” high impact type HX fire rated gypsum board where scheduled. 14. Install control joints according to ASTM C840, GA-216, and in specific locations

approved by Architect for visual effect and building movement. Spacing of control joints shall not exceed 30 feet.

15. All partitions identified as demising or sound insulated to be min. of 48 STC. No back-to-back wall boxes. Separate boxes a minimum of 24”.

16. Allow for slab/deck deflection for all full-height metal stud partitions extended to structure above.

17. Finish gypsum board in accordance with ASTM C840 to levels indicated below: a. Level 1: Embed tape at joints above finished ceiling areas concealed from view,

unless a higher level of finish is required for fire-resistance or sound-rated assemblies.

b. Level 2: Embed tape and apply separate first coat of joint compound to tape, fasteners, and trim flanges where panels are substrate for tile and where light to medium weight wall coverings are scheduled.

c. Level 3: Embed tape and apply separate first and fill coats of joint compound to tape, fasteners, and trim flanges where indicated. Apply full coat of drywall

primer. d. Level 4: Embed tape and apply separate first, fill, and finish coats of joint

compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view. Apply full coat of drywall primer.

e. Level 5: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view. Apply skim coat of joint compound and full coat of drywall primer to entire surface. To achieve the Level 5 finish use either Tuff Wall (mfg. Sherwin Williams) or Tuff-Hide (mfg. USG) or approved product by another manufacturer. Follow the manufacturers preparation and application recommendations. The Architect will be responsible for determining the acceptance of the level 5 finish. Provide a full height by 10'-0" wide benchmark section of wall on the project site to use as a mock-up for approval by the architect prior to preparing anymore level 5 finishes. Prior to painting the contractor will request that the architect review all level 5 finishes.

CERAMIC AND STONE TILE 1. Extend tile work into recesses and under, or behind, equipment and fixtures to form

complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint

alignments. When tile patterns are given in the drawings, inform the Architect if field conditions will prevent the specified pattern from being installed as shown. Where possible, always lay out tile and stone from centerlines to avoid edge pieces of

less than half tile or unit unless noted otherwise. 2. Submit shop drawings showing stone tile sizes, dimensions of tiled areas, joint patterns, bedding, and details showing relationships of tile units to adjacent work. 3. For tile installed on walking surfaces, provide products with the following static

coefficient of friction values, as determined by testing identical products per ASTM C 1028:

a. Level surfaces: Minimum 0.6 b. Step treads: Minimum 0.6 c. Ramp surfaces: Minimum 0.84. Provide setting and grouting materials that are compatible with stone products specified and that will not discolor the stone materials. 5. Seal stone and grout materials with colorless, slip and stain resistant sealer which will

not affect color, appearance, or physical properties of stone surfaces, as recommended by stone tile manufacturer for application indicated.

6. Tile installation schedule according to Tile Council of America (TCA) systems: a. Interior floor installation on concrete: thin-set mortar; TCA F113, with Latex Portland

Cement mortar. b. Interior wall installation over gypsum board on metal studs: organic adhesive; TCA

W242. c. Interior wall over water-resistant gypsum backer board: organic adhesive; TCA W242. d. Interior wall and shower-receptor installation: thin-set mortar over cementitious backer

units; TCA B415 and TCA W244. 7. Where showers are indicated on the drawings, provide and install York Copper Fabric

Shower Pans (5 oz.) unless noted otherwise. Pans to be factory fabricated to required size including 6” upturn all around.

8. Provide attic stock for each type of ceramic and stone tile flooring equal to 5% of the total area of each type used, unless noted otherwise.

ACOUSTIC TILE CEILINGS 1. Measure each ceiling area and establish layout of acoustical tiles to balance border

widths at opposite edges of each ceiling. Avoid using less than half width tiles at borders.

2. Avoid main runner lengths less than 24”. 3. Suspend ceiling hangers from building's structural members, plumb and free from

contact with insulation or other objects within ceiling plenum. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by

bracing, countersplaying, or other equally effective means. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers, use trapezes or equivalent devices.

4. Locate light fixtures, fire detection devices and alarms, and other ceiling mounted electrical devices centered in ceiling tile. Locate sprinkler heads an equal distance in two directions from tile edges but not less than 2” from tile edge.

5. Provide attic stock for each type of acoustical tile equal to 10% of the total of each type used, unless noted otherwise in the drawings.

6. If cut tegular tiles are used, CONTRACTOR shall provide the cut edge with the same tegular edge at the cut tile edge, the cut edge shall face the nearest partition and the cut edge shall be finished to match the face.

RESILIENT FLOORING 1. CONTRACTOR shall submit samples and product data for each product indicated. 2. CONTRACTOR shall prepare floor surface to remove coatings or other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone using

mechanical methods according to manufacturer's written recommendations, to ensure adhesion of sheet vinyl flooring.

3. Use latex modified, Portland cement based formulation provided or approved by floor covering manufacturer for leveling and patching, for applications indicated. Use water resistant adhesives recommended by manufacturer for each substrate

where sheet vinyl is installed.4. All sheet vinyl shall be as indicated on drawings. 5. Heat-weld all seams per ASTM F 1516. Prepare, weld, and finish seams to produce

surfaces flush with adjoining floor covering surfaces. 6. Install sheet Vinyl into all toe spaces, door reveals, closets and similar openings.

Provide an integral base as shown on the drawings, unless noted otherwise. 7. Install sheet vinyl after other finishing is complete including painting, ceilings, doors,

remove all glue from tile and adjacent surfaces. 8. Protect installation from damage after installation. If damaged, the CONTRACTOR

shall repair or replace the flooring as directed by ARCHITECT/OWNER, at no additional cost.

9. Do not install flooring over concrete slabs until slabs have cured, are sufficiently dry to bond with adhesive, and until concrete slabs have pH range and moisture

content recommended by flooring and adhesive manufacturers. 10. Lay out tiles from center marks established with principal walls, discounting minor

offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter, unless noted otherwise. 11. Scribe, cut, and fit tiles to butt neatly and tightly to vertical surfaces and permanent

fixtures including: built-in furniture, cabinets, pipes, outlets, edgings, door frames, thresholds, and nosings. Extend tiles into toe spaces, door reveals, closets, and similar openings.

12. Adhere tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering

at joints, telegraphing of adhesive spreader marks, and other surface imperfections. 13. When tile patterns are given in the drawings, inform the Architect if field conditions will

prevent the specified pattern from being installed as shown, or does not allow contractor to meet the layout specifications above.

14. Provide attic stock for each type of resilient flooring equal to 5% of the total area of each type used, unless noted otherwise.

RESILIENT WALL BASE AND ACCESSORIES1. CONTRACTOR shall provide samples and product data for each product indicated. Size and color shall be per finish schedule, unless noted otherwise. 2. Wall base and accessories shall be installed with adhesives recommended by

manufacturer. Base and accessories shall be installed after flooring has been installed.

3. Clean all base and accessories after installation. Remove glue from base, accessories, walls, floors and adjacent surfaces.

4. Install base on solid backing bonded tightly to wall and floor surface. Miter internal corners; at external corners, “V” cut back of base strip to 2/3 of its thickness and fold. Do not use pre-manufactured comers.

5. If the base is shown to be installed on plastic laminate casework, ensure that there are no gaps between the top of the base and the plastic laminate. Coordinate with casework manufacturer.

PAINTING1. Painting includes field painting of exposed bare or covered pipes, ducts (including color

coding), hangers, exposed steel and iron supports, and surfaces of mechanical and electrical equipment that do not have a factory-applied final finish. 2. Do not paint pre-finished items, concealed surfaces, finished metal surfaces, operating

parts, or labels etc. 3. Apply finishes as indicated and defined by ASTM D 16 per standard coating terms. 4. CONTRACTOR shall employ workmen experienced with similar projects. 5. Apply benchmark samples in areas designated or acceptable to OWNER for each

product specified. Sample size to be minimum full height by 10'-0".6. All paint material containers shall display manufacturer's product identification. 7. Remove all hardware and hardware accessories, plates, machined surfaces, lighting

fixtures, and similar Items that are not to be painted. Apply surface protection for all items that are impractical to remove before surface preparation and painting.

Reinstall all removed items after painting and cleaning to original location and installation.

8. Prepare all substrates per manufacturer's recommendations. Apply all paint products per manufacturers written instructions.

9. Protect work of other trades and adjacent areas at all times from damage from painting. Correct damage from painting by cleaning, repainting, repairing or replacing as approved.

10. Provide identification and protection for newly painted surfaces and areas. Remove all surface and area protection etc. after installation is complete and areas have

been cleaned.11. Provide a full-coat mock-up finish sample on actual substrate material of at least 12” x

12” minimum for each type of coating and substrate required. Final approval of if requested in the finish schedule. Provide product literature for each type of paint used and note on submittal where it is to be used. If a product by a paint manufacture other than

Benjamin Moore is used provide the product literature for both manufacturers for comparison. 12. Furnish Owner with one (1) gallon of extra paint of each color, type, and surface

texture utilized. Label each container with the color, type, texture, and locations in addition to manufacturer's label. 13. Provide block fillers, primers, and finish-coat materials that are compatible with one

another and with the substrates indicated under conditions of service and application, as

demonstrated by manufacturer, based on testing and field experience.14. Apply paint according to manufacturer's written instructions. Use applicators and

techniques best suited for substrate and type of material being applied.15. The term “exposed surfaces” includes areas visible when permanent or built-in fixtures, grilles, covers or similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection.16. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces.17.Paint surfaces of ducts with a flat, non-specular, black paint where visible through registers or grilles.18. Manufacturers

a.Subject to compliance with requirements, provide products from one of the following manufacturers:

i. Sherwin Williams Co.ii. Benjamin Mooreiii. Dunn Edwardsiv. Glidden Professional+v. Tnemec

b. All product or series numbers are based on Sherwin Williams Co. If products by one of the other manufactures is used it must meet or exceed the quality of the Sherwin Williams products listed.19. Paint schedule:

a. The number of coats listed are the minimum coats required. Contractor must provide enough coverage to give the finish product an even appearance,

without voids, blemishes, or streaks. b. Exterior Products - 100% Acrylic (latex system)i. Concrete, stucco, cementitious substrates

Primer - Loxon Concrete & Masonry Primer A24W8300, 1 coatFinal Coats - A-100 Acrylic Flat A6 Series, 2 coats, flatA-100 Satin A82 Series, 2 coats, satin/low luster/egg shellA-100 Gloss, A8 Series, 2 coats, gloss

ii. Vertical CMU - Waterproof Clear SealerH&C Silanes Water Repellant SL-40,1 coat

iii. Horizontal Concrete, walking surface - Penetrating SealantH&C Concrete & Driveway Protector, 2 coats, ensure that the coefficient of friction

on all walking surfaces meets ADA requirements.iv. Horizontal Concrete, walking surface - Stain

H&C Concrete Sealer Solvent Based, 2 coats, ensure that the coefficient of friction on all walking surfaces meeets ADA requirements.v. Ferrous and Aluminum Metals

(Primer not required on undamaged shop-primed items.)Primer - Pro Industrial Pro-Cryl Universal Primer B66W310, 1 coatFinal Coats - Pro Industrial Acrylic B66W660, 2 coats, low luster/eggshellPro Industrial Acrylic B66W650, 2 coats, semi-glossPro Industrial Acrylic B66W610, 2 coats, gloss

vi. Galvanized Metals(Primer not required on shop painted items or if not required by finish coat

manufacturer.)Primer - Industrial Pro-Cryl Universal Primer B66W310, 1 coatFinal Coats - Pro Industrial Acrylic B66W660, 2 coats,low luster/eggshellPro Industrial Acrylic B66W650, 2 coats, semi-glossPro Industrial Acrylic B66W610, 2 coats, gloss

c. Interior Products - Low/Zero VOC, 100%acrylic unless noted otherwisei. Ferrous Metals

(Primer not required on shop primed items or if not required by finish coat manufacturer.)

Primer - Pro Industrial Pro-Cryl Universal Primer B66W310, 1 coat red, gray or white as appropriate for finish coat color

Final Coats - Pro Industrial Acrylic B66W660, 2 coats, low luster/eggshellPro Industrial Acrylic B66W650, 2 coats, semi-glossPro Industrial Acrylic B66W610, 2 coats, gloss

ii. Galvanized Metals(Primer not required on shop primed items or if not required by finish coat

manufacturer.)Primer - Zinc Clad, apply to any cut or damaged hot dipped galvanized steel. If

paint manufacturer requires it, acid etch surfaces prior to field application of primer.Final Coats - Pro Industrial Acrylic B66W660, 2 coats, low luster, eggshellPro Industrial Acrylic B66W650, 2 coats, semi-glossPro Industrial Acrylic B66W610, 2 coats, gloss

iii. Gypsum board, plaster and concrete (dry areas)Primer - Pro Mar 200 Zero VOC Primer B28W2600, 1 coatFinal Coats - Pro Mar 200 Zero VOC Flat B30W2600, 2 coats, flatPro Mar 200 Zero VOC B20W2600, 2 coats, low luster/eggshellPro Mar 200 Zero VOC B31W2600, 2 coats, semi-gloss

iv. Gypsum board - Epoxy - water basedPrimer - Pro Mar 200 Zero VOC Primer B28W2600, 1 coatFinal Coats - Pro Industrial Water Based Epoxy Eg-shell B73W360, 2 coats, low luster/eggshellWater Based Catalyzed Epoxy, Part A - B70 series, Part B - B60V25, 2 coats,

semi- glossPro Industrial Water Based Epoxy Gloss B73W300, 2 coats, gloss

TOILET AND BATH ACCESSORIES1. Toilet room accessories are scheduled on the Drawings.2. Provide scheduled manufacturer’s accessories, unless substitutions are authorized in writing prior to installation.3. Confirm that recessed accessories have sufficient depth for installation in locations

indicated prior to installation.4. Install accessories according to manufacturer’s written instructions, using fasteners

appropriate to the substrate indicated ,and recommended by the accessory manufacturer. Install units level, plumb, and firmly anchored in locations and

heights indicated. All installations shall meet the requirements of the Americans with Disabilities Act (ADA) and ANSI 117.1, or the most current accessibility standards of the state the project is located in.5. Secure framed mirrors to walls in concealed, tamper-resistant manner with special

hangers, toggle bolts, or screws. Set units level, plumb, and square at locations indicated, according to manufacturer’s written instructions for substrate indicated.6. Install grab bars to withstand a downward load of at least 250lbf when tested according to methods in ASTM F 446.7. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or defective items.8. Remove temporary labels and protective coatings. Clean and polish exposed surfaces according to manufacturer’s written recommendations.

SIGNS1. Unless noted otherwise, match existing building sign standards. 2. Submit shop drawings for all sign types. Indicate location for each sign. Show all pertinent details and information relating to fabrication and installation, including mounting method, location, height, reinforcement, accessories, electrical requirements, and other installation details. 3. Verify that items provided under other sections of work are sized and located to

accommodate signs. 4. Examine supporting members to ensure that surfaces are at elevations indicated or

required to comply with authorities having jurisdiction, and are free from dirt and other deleterious matter. Proceed with installation only after unsatisfactory conditions have been corrected. 5. Install signs level, plumb, and at heights indicated or otherwise required using methods described in manufacturer's written instructions. 6. All installations shall be in compliance with the American with Disabilities Act (ADA) and ANSI 117.1 or the most current accessibility standards of the state the project is located in.

FIRE PROTECTION SPECIALTIES 1. Unless otherwise indicated, match building standard fire extinguisher cabinets at all

locations. 2. Verify required quantities and locations of fire extinguishers and cabinets with local fire department officials prior to installation.

TI SPECIFICATIONS

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

AG0.03

OCTOBER 25, 2017

TI SPECIFICATIONS

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1/4" = 1'-0"1

TI NEVADA SPECIFICATIONS

D

YH

PROPOSED

1-STORY - 4200 S.F.

KREMEKRISPY

TRASH

AREADELIVERY

U.S. STATE HIGHWAY C-470(R.O.W. VARIES)BK405, PG 791

PARKWAY DRIVE

COUNTY LINE ROAD

A A

A

AA

A

10.01'

224.41'

POINT OF BEGINNING

SOUTHWEST CORNER COUNTY LINE ROAD AND PARKWAY DRIVE

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

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CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

AS1.01

15291.12

OCTOBER 25, 2017

ARCHITECTURALSITE PLAN

KRISPY KREMELONE TREE

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DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

SITE KEYNOTES

S# DESCRIPTION

SCALE: 12" = 1'-0"

ARCHITECTURAL SITEPLAN

D16

D1

D2

D1

D1 D15D15

D3

D5

D6 TYP.

D5

D10D10D10D10

D11

D12

D11

D24

D18

D19

D19

D13

D20

D21

D4D17

TYP.

D23

D29

D28

D3

D35

D34

D36

D26D26

D33

D1D1

D1

D19

D1D1

D16

D19

D8

D9

D22D22D26

D7D7

D9

D8

D9

D8

D23

D23

D25

D9

D8

D27

D37D37

WALL TO BE REMOVED

EXISTING WALL

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

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ST

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.KG

Aa

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CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

A0.01

15291.12

OCTOBER 25, 2017

DEMOLITION FLOOR& REFLECTIVECEILING PLAN

KRISPY KREMELONE TREE

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DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

SCALE: 1/4" = 1'-0"

DEMOLITION FLOOR PLAN

SCALE: 1/4" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN

DEMOLITION LEGEND

DEMOLITION NOTES

1

2

PATCH AND REPAIR SURFACES DAMAGED AS ARESULT OF WORK PERFORMED ON THIS PROJECT.PATCH AND REPAIR EXISTING SURFACES ASREQUIRED TO RECEIVE NEW FINISH.

D1 REMOVE EXISTING FLOORING - PATCH AND REPAIRANY DAMAGED AREAS TO ALLOW INSTALLATION OFNEW FLOOR FINISH

D2 REMOVE EXISTING PONY WALL. PATCH IN KIND ATANY DAMAGED AREAS TO ALLOW INSTALLATION OFNEW FINISH

D3 EXISTING CABINET TO BE REFINISHED

D4 EXISTING DOOR AND FRAME TO REMAIN

D5 EXISTING STOREFRONT WINDOW SYSTEM TOREMAIN

D6 EXISTING FURNITURE TO BE REPLACED

D7 EXISTING CEILING TO REMAIN

D8 REMOVE EXISTING LIGHT FIXTURES

D9 REMOVE EXISTING CEILING TILE AND CEILING GRID

D10 NO WORK IN THIS AREA

D11 EXISTING INTERIOR WALL TO REMAIN - PATCH INKIND AT ANY DAMAGED AREAS TO ALLOWINSTALLATION OF NEW FINISH

D12 REMOVE EXISTING CONDIMENT COUNTER - PATCHIN KIND AT ANY DAMAGED AREAS TO ALLOWINSTALLATION OF NEW FINISH

D13 REMOVE EXISTING DISPLAY CASE. PATCH ANDREPAIR AS NEEDED

D15 REMOVE EXISTING DOOR. PATCH IN KIND AT ANYDAMAGED AREAS TO ALLOW INSTALLATION OFNEW FINISH

D16 REMOVE EXISTING EPOXY FLOOR FINISH. PATCH INKIND AT ANY DAMAGED AREAS TO ALLOWINSTALLATION OF NEW FINISH

D17 EXISTING EXTERIOR WALL TO BE REFINISHED

D18 REMOVE EXISTING UPPER CABINETS - PATCH ANDREPAIR AS NEEDED

D19 REMOVE EXISTING WALL TILE. PATCH IN KIND ATANY DAMAGED AREAS TO ALLOW INSTALLATION OFNEW FINISH

D20 REMOVE COUNTER TOP. PATCH AND REPAIR ASNEEDED.

D21 PREPARE AREA FOR INSTILLATION OF NEWACCESS DOOR

D22 EXISTING AIR DIFFUSERS TO BE REPAINTED

D23 EXISTING CANOPY TO REMAIN

D24 EXISTING VIEW-WALL TO BE REFINISHED

D25 PREPARE CEILING AREA FOR NEW CEILING SOFFIT

D26 REMOVE EXISTING COUNTER TOPS. PREPAREAREA TO INSTALL NEW COUNTER TOP

D27 EXISTING SIGN TO REMAIN

D28 REMOVE EXISTING SHELVING UNIT. PATCH IN KINDAT ANY DAMAGED AREAS TO ALLOW INSTALLATIONOF NEW FINISH

D29 REMOVE EXISTING SHELVING UNIT AND BULLETINBOARD. PATCH IN KIND AT ANY DAMAGED AREASTO ALLOW INSTALLATION OF NEW FINISH

D33 REMOVE EXISTING RAILING. PATCH IN KIND AT ANYDAMAGED AREAS TO ALLOW INSTALLATION OFNEW FINISH

D34 REMOVE EXISTING TRASH BIN. PATCH IN KIND ATANY DAMAGED AREAS TO ALLOW INSTALLATION OFNEW FINISH

D35 REPAIR/REPLACE EXISTING DOOR IF NEEDED

D36 VEIWING WINDOW TO REMAIN

D37 REMOVE EXISTING MERCHANDISE DISPLAY

DEMOLITION KEYNOTES

D# DESCRIPTION

A5.01

2

1

A5.014

A5.01

12

A5.01 8

7

P6

P2

P5P5

P2

P4

P2

P1P1P1

P2

P7P7

FOYER

101

FOYER

104

WOMEN

105

MEN

106

OFFICE

113

PRODUCTION

114

BACKCOUNTER

115

INGREDIENTROOM

111WASHROOM

112

CREW

107

MECH.ROOM

108

SALES

102

SEATING

103

A6.01

1

A6.01 2

A6.01

4

A6.013

COOLER

109

A5.01

16

15

P10

P11

P2P2

P12P12

P13

P8

P2P2

114A

105A

106A

P4P4

A5.01 3

5/8 " TYPE 'X' GYPSUM BOARD

HOLLOW METAL DOOR FRAME PER DOOR SCEDULE

DOOR PER DOOR SCHEDULE

BACKER ROD AND SEALANT AT BOTH SIDES OF SHIM

WATER PROOF AIR BARRIER - WRAP INTO ROUGH OPENING

EXTERIOR SHEATHING TO WRAP INTO OPENING

BACKER ROD AND SEALANT

2X WOOD HEADER

CONTINUOUS RIGID INSULATION

5/8" EXTERIOR PLYWOOD SHEATHING

METAL DRIP EDGE FASHING

WATER RESISTANT MEMBRANE -LAP OVER DRIP FLASHING

DRAINAGE E.I.F.S. REFER TO ELEVATIONS

WATER RESISTANT MEMBRANE - LAP OVER DRIP FLASHING

E.I.F.S. WEEP TRIM

DOOR SWEEP

DOOR PER DOOR SCHEDULE

CONCRETE FOUNDATION

THRESHOLD SET IN CONTINUOUS SEALANT

EXPANSION JOINT MATERAIL

FRAME ANCHORS PER MANUFACTURER'S RECOMMENDATION

5/8" TYPE 'X' GYPSUM BOARD ON WOOD STUD FRAMING PER WALL TYPE (WHERE OCCURS)

HOLLOW METAL DOOR FRAME PER DOOR SCHEDULE

DOOR PER DOOR SCHEDULE

2X WOOD JAMB

SEALANT

5/8" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING PER WALL TYPE

SEALANT

SOUND INSULATION

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

LA

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ST

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.KG

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CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

A1.01

15291.12

OCTOBER 25, 2017

FLOOR PLAN ANDDOOR SCHEDULE

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DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

SCALE: 1/4" = 1'-0"

FLOOR PLAN

P1 NO WORK IN THIS AREA.

P2 NEW DALTILE/SADDLE BROOK FLOORING

P4 NEW DOORS - REFER TO DOOR SCHEDULE

P5 NEW EPOXY FLOORING IN PRODUCTION AREA. USEPOLIMER MODIFIED CONCRETE AT NEW DRAINS TOMINIMIZE SHRINKAGE WHILE CURING.

P6 NEW OFFICE CASEWORK - REFER TO DETAIL10/A9.01

P7 NEW BUILT IN METAL CABINETS - REFER TO DETAIL12/A9.01

P8 ADD WINDOW FILM TO DRIVE THRU WINDOW.

P10 NEW CONDIMENT COUNTER. REFER TO DETAIL1/EQ.01

P11 NEW WASTE BIN. REFER TO DETAIL 2/EQ.01

P12 NEW COUNTER TOPS.

P13 NEW KKD DESIGNED RAILING. REFER TO DETAIL6/A9.01

PLAN KEYNOTES

P DESCRIPTION

DOOR SCHEDULE

NUMBER

DOOR FRAME

FIRERATING

HARDWARE COMMENTSTYPE WIDTH HEIGHT

THICKNESS

MATERIAL HEAD JAMB JAMB SILL

105A 6 3' - 0" 6' - 8" 0' - 2" 2/A1.01 4/A1.01 3/A1.01

106A 6 3' - 0" 6' - 8" 0' - 2" 2/A1.01 4/A1.01 3/A1.01

114A 37 2' - 8" 8' - 0" 0' - 1 3/4"

SCALE: 3" = 1'-0"

DOOR HEAD DETAIL 2SCALE: 3" = 1'-0"

DOOR SILL DETAIL 3SCALE: 3" = 1'-0"

DOOR JAMB DETAIL 4

C-1

C-1

T1

C-1

C-1

T2

T1

C-1

C-1

C-2

TYP.

T3 T1

C-1

C-1

T1

C-1C-1

T1

C-1C-1

T1

C-1C-1

T1

C-1C-1

T1

C-1C-1

C-1

T2

C-1

TYP. TYP.

Base

Floor

Walls

Ceiling

EPX

PRODUCTION

ACT-1

114

Base

Floor

Walls

Ceiling

OFFICE

ACT-1

113

MECH.ROOM

108

WASHROOM

112

INGREDIENTROOM

111

COOLER

109

CREW

107

Base

Floor

Walls

Ceiling

EPX

SEE INT. ELEV

BACKCOUNTER

PT-4

115

T2

Base

Floor

Walls

Ceiling

RB-1

CT-2

PT-5

FOYER

PT-2

101

Base

Floor

Walls

Ceiling

RB-1

CT-2

PT-5

FOYER

PT-2

104

Base

Floor

Walls

Ceiling

RB-1

CT-1

SEE INT. ELEV

SALES

ACT-2

102

Base

Floor

Walls

Ceiling

RB-1

CT-1

PT1,PT5,PL1

SEATING

ACT-2

103

CT-2

1

A9.01

2

A9.01

2

A9.01

EQ EQ EQ EQ 6' - 8 1/2"4' - 6"

PT-5

PT-1

PT-5

PT-5PT-5

Base

Floor

Walls

Ceiling

CT-1

MEN

PT-2

106

Base

Floor

Walls

Ceiling

CT-1

WOMEN

PT-2

105

=1035 SF

69AS

15

SEATING

=1211 SF

6200

PRODUCTION

=180 SF

1S

200

BACK COUNTER

=88 SF

1S

200

WASH ROOM

=60 SF

1B

100

OFFICE

=838 SF

3S

300

INGREDIENT ROOM

=70 SF

1S

300

MECH. ROOM

=70 SF

1S-2

300

COOLER

=48 SF

1S

300

CREW

=24 SF

1B

100

DRIVE-THRU

1 1

2 2

6

8

1

9

1

10

1

1 1

3

13

20

49

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

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Aa

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CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

A2.01

15291.12

OCTOBER 25, 2017

FINISH FLOOR &FURNITURE PLAN &EXITING PLAN

KRISPY KREMELONE TREE

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DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

SCALE: 1/4" = 1'-0"

FINISH FLOOR PLAN & FURNITURE PLAN

FINISH KEYNOTES

# DESCRIPTION

FINISH NOTES

FINISHES APPLICABLE TO ALL AREAS UNLESSNOTED OTHERWISE .

1

LINE INSIDE OF CABINETS WITH WHITE MELAMINE . 2ALL FLOOR TRANSITIONS TO OCCUR AT CENTERLINEOF DOORWAY.OUTLETS, SWITCHES AND PLATE COVERS TO BE WHITE3TABLES ARE TO BE 28" MIN. - 34" MAX. HEIGHT4

SYMBOL LEGEND

WALLS

BASE

FLOOR

CEILING

FURNITURE SCHEDULE

KEYNOTE FURNITURE DESCRIPTION QUANTITY

C-1 BRADY CHAIR 28

C-2 BRADY BARSTOOL 8

T1 TYPICAL TABLE T1 - LOW 8

T2 TYPICAL ADA TABLE - LOW 3

T3 COMMUNAL TABLE - HIGH 1

Grand total: 48

ACT-1 GRIDSTONE - GYPSUM WITH VINYL LAMINATE 24" X48", COLOR: WHITE, GRID: ALUMINUM WITH NOREVEAL

ACT-2 ARMSTRONG LAY-IN CEILING - 24" X 24", COLOR:WHITE, GRID: ANGLEDTEGULAR, FINE FISSURED

CB STAINLESS STEEL COVE SCHLUTER SYSTEMSDILEXEHK

CT-1 DALTILE/SADDLE BROOK - SD14 FARMHOUSE -6"X36"

CT-2 DALTILE/SADDLE BROOK - SD15 WALNUT CREEK -6"X36"

EPX OVERKRETE EPOXY, COLOR: RUST-OLEUM TOMATCH HC-86 KINGSPORT GRAY

PL-1 FORMICA 6402-58 THERMO WALNUT.

PT-1 BENJAMIN MOORE 2142-40 DRY SAGE

PT-2 BENJAMIN MOORE, COLOR: MOONLIGHT WHITE2143-60

PT-3 SHERWIN WILLIAMS, COLOR: SW 2108-20 SIERRASPRUCE.

PT-4 BENJAMIN MOORE, COLOR: HERITAGE RED PM-18

PT-5 SHERWIN WILLIAMS, COLOR: SW6388 GOLDENFLEECE

PT-6 SHERWIN WILLIAMS, COLOR: SW6387 COMPATIBLECREAM

RB-1 JOHNSONITE COVE BASE 6" ROLLED, COLOR: 63BURNT UMBER

SCALE: 1/4" = 1'-0"

EXITING PLAN

OCCUPANT LOAD

ROOMNO.

ROOMNAME

AREA

FLR.AREAPER

OCC./FLR. AREA

OCC.LOAD

101 FOYER 63 SF N/A 0

102 SALES 7 SF

103 SEATING 1035 SF 15/1135 69

104 FOYER 51 SF N/A 0

105 WOMEN 128 SF N/A 0

106 MEN 85 SF N/A 0

107 CREW 48 SF 200/48 1

108 MECH. ROOM 70 SF 200/70 1

109 COOLER 70 SF 300/70 1

111INGREDIENT

ROOM838 SF 300/838

3

112 WASH ROOM 88 SF 200/88 1

113 OFFICE 60 SF 100/60 1

114 PRODUCTION 1211 SF 200/1211 6

115BACK

COUNTER180 SF 200/180

1

116 DRIVE-THRU 24 SF 100/24 1

3956 SF 85

C2

C1

C3C3

C4C4

TYP.

C5

C6

C6

C7

C8

C11

C8

C13

C8

C12

TYP.

C15

C14

TYP.

C8

C12

TYP.

C8

C10

TYP.

C8

C4

TYP.

C5

C1

C14

TYP.

C8

A.F.F.+ 9' - 0"

A.F.F.+ 10' - 0"

A.F.F.+ 10' - 0"

PRODUCTION

114

SEATING

103

SALES

102

FOYER

101

FOYER

104

MEN

106

WOMEN

105

MECH.ROOM

108

CREW

107

WASHROOM

112

OFFICE

113

INGREDIENTROOM

111

BACKCOUNTER

115

A.F.F.+ 10' - 0"

A.F.F.+ 10' - 0"

A.F.F.+ 9' - 0"

A.F.F.+ 9' - 0"

A.F.F.+ 8' - 0"

A.F.F.+ 8' - 0"

C3C3

C7

C15

C15C15

C15

C16

C9

C9

6' - 0"

2' - 2" 4' - 0" 4' - 0"

9' -

5"

1' -

1"

6' - 7"

1' - 1"

2' -

7"

4' -

0"

4' -

0"

3' - 2"

2' -

6"

4' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 6' - 9"

1' -

9"

PT-4

C11C11

PT-2

PT-2

CENTER PENDANTS ABOVE TABLES. SEE SHEET A2.01 FOR TABLE LOCATION. TYP.

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

LA

S V

EG

AS

AU

ST

INw

ww

.KG

Aa

rch

ite

ctu

re.c

om

CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

A3.01

15291.12

OCTOBER 25, 2017

REFLECTEDCEILING PLAN

KRISPY KREMELONE TREE

KR

ISP

Y K

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ME

LO

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7514 P

AR

KW

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ON

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24

DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

SCALE: 1/4" = 1'-0"

REFLECTED CEILING PLAN

CEILING LEGEND

RECESSED CAN LIGHT FIXTURE

RECESSED FLUORESCENT LIGHT FIXTURE

SUPPLY AIR REGISTER

RETURN AIR GRILLE

EXHAUST FAN

+ 1' - 0" A.F.F.

EXHAUST FAN

CEILING / SOFFIT HEIGHT (ASINDICATED ON CEILING PLAN)

SPRINKLER HEAD LAYOUT SHALL BE DETERMINED BYA LICENSED SPRINKLER CONTRACTOR, SPRINKLERHEAD LAYOUT TO BE APPROVED BY THE ARCHITECTPRIOR TO INSTALLATION.

SPRINKLER HEAD LOCATIONON ACOUSTIC TILE

EQ

EQ

EQ

EQ

EQEQ

EQEQ

EQEQ

PENDANT LIGHT FIXTURE

TRACK LIGHT FIXTURE

LINEAR AIR DIFFUSER

C1 2 X 4 SUSPENDED ACOUSTICAL TILE CEILING -REFER TO DETAIL 4/A9.01

C2 2 X 2 SUSPENDED ACOUSTICAL CEILING TILE ANDGRID - REFER TO DETAIL 4/A9.01

C3 EXISTING CEILING TO BE PAINTED

C4 REPAINT ALL EXISTING DIFFUSERS AND GRILLESTO MATCH ADJACENT CEILING TILE FINISH.

C5 GYPSUM BOARD SOFFIT - REFER TO DETAIL16/A9.01

C6 EXISTING EXTERIOR CANOPY TO REMAIN.

C7 EXISTING CEILING TO REMAIN

C8 LIGHT FIXTURE - REFER TO KRISPY KREMESTANDARDS/PROTOTYPE

C9 LINEAR SLOT DIFFUSER, KRUEGER MODEL: 1900ALUMINUM WITH ADJUSTABLE DEFLECTOR.

C10 TYPE A DINING ROOM PENDANT, BESA LIGHTINGCIERRO - 120V PENDANTS 4124RM-RUBY MATTE.

C11 TYPE B TRACK LIGHTING CON-TECH LIGHTINGMENU BOARD TRACK FIXTURE.

C12 TYPE C DINING ROOM RECESSED 6" LEDDOWNLIGHT REFLECTOR HARDWARE.

C13 TYPE D FRONT COUNTER RECESSED CAN -AMERLUX RECESSED 4.75" LED.

C14 TYPE E 2X4 LAY-IN TEXAS FLOURECENTS 62/89WATTS.

C15 EXISTING LIGHT FIXTURE TO REMAIN.

C16 DIGITAL MENU BOARDS - REFER TO INTERIORELEVATIONS.

CB STAINLESS STEEL COVE SCHLUTER SYSTEMSDILEXEHK

CEILING KEYNOTES

C# DESCRIPTION

FINISH KEYNOTES

# DESCRIPTION

ACT-1 GRIDSTONE - GYPSUM WITH VINYL LAMINATE 24" X48", COLOR: WHITE, GRID: ALUMINUM WITH NOREVEAL

ACT-2 ARMSTRONG LAY-IN CEILING - 24" X 24", COLOR:WHITE, GRID: ANGLEDTEGULAR, FINE FISSURED

C1 2 X 4 SUSPENDED ACOUSTICAL TILE CEILING -REFER TO DETAIL 4/A9.01

C2 2 X 2 SUSPENDED ACOUSTICAL CEILING TILE ANDGRID - REFER TO DETAIL 4/A9.01

C3 EXISTING CEILING TO BE PAINTED

C4 REPAINT ALL EXISTING DIFFUSERS AND GRILLESTO MATCH ADJACENT CEILING TILE FINISH.

C5 GYPSUM BOARD SOFFIT - REFER TO DETAIL16/A9.01

C6 EXISTING EXTERIOR CANOPY TO REMAIN.

C7 EXISTING CEILING TO REMAIN

C8 LIGHT FIXTURE - REFER TO KRISPY KREMESTANDARDS/PROTOTYPE

C9 LINEAR SLOT DIFFUSER, KRUEGER MODEL: 1900ALUMINUM WITH ADJUSTABLE DEFLECTOR.

C10 TYPE A DINING ROOM PENDANT, BESA LIGHTINGCIERRO - 120V PENDANTS 4124RM-RUBY MATTE.

C11 TYPE B TRACK LIGHTING CON-TECH LIGHTINGMENU BOARD TRACK FIXTURE.

C12 TYPE C DINING ROOM RECESSED 6" LEDDOWNLIGHT REFLECTOR HARDWARE.

C13 TYPE D FRONT COUNTER RECESSED CAN -AMERLUX RECESSED 4.75" LED.

C14 TYPE E 2X4 LAY-IN TEXAS FLOURECENTS 62/89WATTS.

C15 EXISTING LIGHT FIXTURE TO REMAIN.

C16 DIGITAL MENU BOARDS - REFER TO INTERIORELEVATIONS.

CB STAINLESS STEEL COVE SCHLUTER SYSTEMSDILEXEHK

CT-1 DALTILE/SADDLE BROOK - SD14 FARMHOUSE -6"X36"

CT-2 DALTILE/SADDLE BROOK - SD15 WALNUT CREEK -6"X36"

EPX OVERKRETE EPOXY, COLOR: RUST-OLEUM TOMATCH HC-86 KINGSPORT GRAY

PL-1 FORMICA 6402-58 THERMO WALNUT.

PT-1 BENJAMIN MOORE 2142-40 DRY SAGE

PT-2 BENJAMIN MOORE, COLOR: MOONLIGHT WHITE2143-60

PT-3 SHERWIN WILLIAMS, COLOR: SW 2108-20 SIERRASPRUCE.

PT-4 BENJAMIN MOORE, COLOR: HERITAGE RED PM-18

PT-5 SHERWIN WILLIAMS, COLOR: SW6388 GOLDENFLEECE

PT-6 SHERWIN WILLIAMS, COLOR: SW6387 COMPATIBLECREAM

RB-1 JOHNSONITE COVE BASE 6" ROLLED, COLOR: 63BURNT UMBER

TYPE A DINING ROOM PENDANT: BESA LIGHTING CIERRO -120V PENDANTS 4124RM - RUBY MATTE

TYPE C DINING ROOM RECESSED CAN: RECESSED 6" LEDDOWNLIGHT REFLECTOR HARDWIRE

TYPE E 2 X 4 LAY-IN: TEXAS FLUORESCENTS 61/89 WATTS

OPEN TO BEYOND

PT-3PT-4 PT-3

PL-2

IE-08

TYP.

PL-2

IE-03

RB-1PL-2

SS-2

PL-2

OPEN TO BEYOND

PT-4

10

' -

0"

GS-1

GS-3

GS-2

GS-4

PL-1

PT-1

RB-1

IE-07 TYP.

IE-10

IE-13

PT-6

WT-1 CB

PT-4

PT-5

PL-1RB-1

GS-5

GS-7

GS-8

GS-6

IE-01

IE-04

IE-11

IE-10

GS-13

TYP.

8

A9.01 24' - 10"

A9.01

6

IE-12

IE-09

PL-1 RB-1 PT-3 PL-1

PT-5 PT-1

GS-9

GS-11

GS-10

GS-12

RB-1

WS-1

TYP.

IE-01 IE-10

IE-05

IE-06

IE-10

PL-1

PT-1PT-5

PT-4

RB-1

OPEN TO BEYOND

IE-07

IE-10

IE-12

WT-2WT-2

GS-14

PT-4

IE-02

12

A9.01

IE-03

PT-4

OPEN TO BEYOND

10

A9.01

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

LA

S V

EG

AS

AU

ST

INw

ww

.KG

Aa

rch

ite

ctu

re.c

om

CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

A5.01

15291.12

OCTOBER 25, 2017

INTERIORELEVATIONS

KRISPY KREMELONE TREE

KR

ISP

Y K

RE

ME

LO

NE

TR

EE

7514 P

AR

KW

AY

DR

L

ON

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24

DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

IE-01 NEW DOOR. REFER TO DOOR SCHEDULE

IE-02 EXISTING STAINLESS STEEL COUNTER TO REMAIN

IE-03 NEW BUILT IN METAL CABINETS - REFER TO DETAIL12/A9.01

IE-04 NEW STEEL COVE BASE.

IE-05 EXISTING STOREFRONT WINDOW SYSTEM TOREMAIN

IE-06 EXISTING DOOR AND FRAME TO REMAIN

IE-07 EXISTING WINDOW TO REMAIN

IE-08 DIGITAL MENU BOARDS - REFER TO SPECS

IE-09 NEW KKD DESIGNED RAILING. REFER TO DETAIL6/A9.01

IE-10 NEW WAINSCOT.

IE-11 VIEWING WINDOW TO REMAIN

IE-12 NEW WASTE BIN. REFER TO DETAIL 2/EQ.01

IE-13 NEW CONDIMENT COUNTER. REFER TO DETAIL1/EQ.01

INTERIOR ELEVATION NOTES

PAINT ALL WALLS PER KK STANDARDS1

SCALE: 3/8" = 1'-0"

SALES 102 1SCALE: 3/8" = 1'-0"

SALES 102 2SCALE: 3/8" = 1'-0"

4SALES 102

SCALE: 3/8" = 1'-0"

7SEATING 103

SCALE: 3/8" = 1'-0"

SEATING 103 12

SCALE: 3/8" = 1'-0"

SEATING 103 8

CB STAINLESS STEEL COVE SCHLUTER SYSTEMSDILEXEHK

GS-1 GRAPHIC: 24" X 24" SIGN NIGHT SKY

GS-2 GRAPHIC: 24" X 24" LITTLE GIRL POINTING

GS-3 GRAPHIC: 24" X 24" DRIVER POSING

GS-4 GRAPHIC: 24" X 24" LOOKING SHOP WINDOW DINER

GS-5 GRAPHIC: 24" X 24" NEIGHBORHOOD SHOP

GS-6 GRAPHIC: 24" X 24" FUNDRAISING KIDS

GS-7 GRAPHIC: 24" X 24" SIGN STORMY SKY

GS-8 GRAPHIC: 50" X 64" INSIDE SHOP COUNTER

GS-9 GRAPHIC: 24" X 24" CLASSIC SHOP

GS-10 GRAPHIC: 24" X 24" CUTE BOY EATING

GS-11 GRAPHIC: 24" X 24" OLD SHOP TRUCK

GS-12 GRAPHIC: 24" X 24" SHOP GRAND OPENING

GS-13 GRAPHIC: VIEWING WINDOW GRAPHIC, INSTALLNEW "CRAVE" MESSAGE

GS-14 KK GRAPHIC: DIMENSIONAL LETTERS PAINTED TOMATCH SW6388 AND INSTALLED ON ANGLE BY FSI

PL-1 FORMICA 6402-58 THERMO WALNUT.

PL-2 FORMICA 5887-NT MILLENNIUM OAK.

PT-1 BENJAMIN MOORE 2142-40 DRY SAGE

PT-3 SHERWIN WILLIAMS, COLOR: SW 2108-20 SIERRASPRUCE.

PT-4 BENJAMIN MOORE, COLOR: HERITAGE RED PM-18

PT-5 SHERWIN WILLIAMS, COLOR: SW6388 GOLDENFLEECE

PT-6 SHERWIN WILLIAMS, COLOR: SW6387 COMPATIBLECREAM

RB-1 JOHNSONITE COVE BASE 6" ROLLED, COLOR: 63BURNT UMBER

SS-2 STAINLESS STEEL

WS-1 PHIFER SHEERWEAVE 4000-5%,COLOR:GRAYSTONE.

WT-1 DALTILE-ELEVARE 4"X16", COLOR: EL45 CACAO.

WT-2 DALTILE-CRYSTAL SHORES 12"X12" RANDOMLINEAR MOSIAC, COLOR: CS94 HAZEL HARBOR.

SCALE: 3/8" = 1'-0"

BACK COUNTER 115 15SCALE: 3/8" = 1'-0"

BACK COUNTER 115 16

ELEVATION KEYNOTES

IE# DESCRIPTION

FINISH KEYNOTES

# DESCRIPTION

SCALE: 3/8" = 1'-0"

OFFICE 113 3

E3E1

E6 E4E4E4

E2E9

TYP.

E1E4E4

E8

E7 E7E7

E1E1

TYP.

E5

TYP.

E4

E1

E4

E6E4E4 E3

E1E1

E1

E1

E9

E8E8

E10

E7E7

E1E4 E6

E1E1

E1E1

E1

E4E4

E10E9

E8

E7E4

E6

E7E7

TYP.

E1E1

E1E1 E1E1

E1E1

E1E1

E1E1E1E1

E1E1

E1E1

E8

E9

TYP.

E6E3

E4E4E4

E3

TYP.

E4

E1

E1

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

LA

S V

EG

AS

AU

ST

INw

ww

.KG

Aa

rch

ite

ctu

re.c

om

CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

A6.01

15291.12

OCTOBER 25, 2017

EXTERIORELEVATIONS

KRISPY KREMELONE TREE

KR

ISP

Y K

RE

ME

LO

NE

TR

EE

7514 P

AR

KW

AY

DR

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ON

E T

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E, C

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01

24

DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

ELEVATION KEYNOTES

E# DESCRIPTION

E1 DRYVIT - QUARTZ PUTZ, COLOR: SW 6085 SIMPLYBEIGE

E2 SHERWIN WILLIAMS, COLOR: SW 6069 FRENCHROAST

E3 DRYVIT - QUARTZ PUTZ, COLOR: SW 9093 NEARLYBROWN.

E4 DRYVIT - SANDPEBBLE FINE, COLOR: SW 6087TRUSTY TAN

E5 EXISTING STOREFRONT WINDOWS TO REMAIN.

E6 EXISTING SIGNAGE TO REMAIN

E7 INSTALL NEW WALL SCONCE. TRACE-LITE,TLED111P, COLOR: BRONZE - REFER TOELECTRICAL DRAWINGS

E8 EXISTING ROOF TILE TO REMAIN

E9 EXISTING BRICK TO REMAIN.

E10 EXISTING DOOR TO REMAIN.

SCALE: 1/4" = 1'-0"

NORTH ELEVATION 1

SCALE: 1/4" = 1'-0"

2WEST ELEVATIONSCALE: 1/4" = 1'-0"

3EAST ELEVATION

SCALE: 1/4" = 1'-0"

SOUTH ELEVATION 4

SCHLUTER - P RENO - UTRANSITION STRIP

CERAMIC TILE FLOOR.

CERAMIC TILE FLOOR

NOTE: G.C. TO INSTALL TRANSITIONSTRIPS BEFORE CERAMICFLOORING IS INSTALLED

SCHLUTER - PRENO - UTRANSITION STRIP

CERAMIC TILE INSTALLPRIOR TO EPOXY FLOOR.

EPOXY FLOOR

NOTE: G.C. TO INSTALL TRANSITIONSTRIPS BEFORE EPOXYFLOORING IS INSTALLED

1/2" CEMENT BOARD 12" HIGH

WALL FINISH - SEE INTERIORELEVATIONS FOR DETAILS

TYPICAL WALL CONSTRUCTION

STOP SHEATHING 3/8"ABOVE TOP OF SLAB AND- PROVIDE SEALANT

CERAMIC FLOOR TILE

CONCRETE SLAB

STAINLESS STEEL COVE SCHLUTER SYSTEMS DILE-EHK

MAX.8"

6"

MAX.

MAX.2"

MAXIMUM4'-0

" O.C.

8"

MAX.

FLOATING WALL

TIGHT WALL

TIGHT WALL DETAIL A

12 GAUGE HANGER WIRE AT 4'-0" ON CENTER EACH WAY MAXIMUM

MAIN RUNNER TEE

CROSS RUNNER TEE

ACOUSTICAL TILE PANEL SEE FINISH SCHEDULE

RECESSED LIGHT FIXTURE

12 GAUGE HANGER WIRE ATEACH CORNER OF ALL LIGHTFIXTURES AND ALL OTHEREQUIPMENT WHICH IMPOSESADDED WEIGHTS TO CEILINGSYSTEM

45°MIN.

WALL LINE

WALL LINE

TEE

7/8" WALL MOUNTING

REQUIREMENTS FOR SUSPENDED CEILING SYSTEMS ARE BASED ON SEISMIC DESIGN CATEGORY A OR B.

THE SUSPENDED CEILING SYSTEM, MECHANICAL DUCTWORK AND LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED FROM THE STRUCTURE ABOVE.

12 GAUGE GALVANIZED, SOFT-ANNEALED, MILD STEEL HANGER WIRES ARE TO BE ATTACHED TO STRUCTURE ABOVE WITH AN APPROVED CONNECTION DEVICE CAPABLE OF SUPPORTING 100 # MINIMUM.

ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION.

SUPPLEMENTAL 12 GAUGE HANGER WIRE SHALL ATTACH THE GRID TO THE STRUCTURE ABOVE WITHIN 6" OF EACH CORNER OF THE LIGHT FIXTURES. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.

LIGHT FIXTURES WEIGHING LESS THAN 56 POUND SHALL HAVE (2) 12-GAUGE WIRES CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHT FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE.

CEILINGS MAY BE SUPPORTED FROM ROOF/FLOOR STRUCTURE, FLOOR DECK, OR ROOF DECK (ROOF DECK IS SUBJECT TO STRUCTURAL GENERAL NOTES).

LOOP VERTICAL HANGER WIRES THROUGH MAIN RUNNERS WITH NOT LESS THAN 3 TIGHT TURNS. LOOP HORIZONTAL RESTRAINT WIRES WITH 4 TIGHT TURNS. MAKE ALL TURNS WITHIN A DISTANCE OF 3".

INSTALLATION OF CEILING SUSPENSION SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2012 IBC AND ASTM C636 AND CISCA

RACE AT FLUORESCENT LIGHTS TO BE SUPPORTED AT OPPOSITE CORNERS (2) FROM STRUCTURE ABOVE

A

A

CEILING NOTES:

1" 3' - 0" 3' - 0" 3' - 0"

1"2 3/4"4 3/4" 9 1/2" 9 1/2" 4 3/4"2 3/4"

3/4"

3' - 0"

3/4

"5

1/4

"2

' -

3 3

/4"

3"

4"

3' -

0"

7

A9.01

SEE INTERIOR ELEVATIONS

4"

3"

2' -

3 3

/4"

4"

2"

3/4

"2

' -

9"

3"

4"

3' -

2"

3' -

0"

SCHEDULED BASE OVER STAINLESS STEEL PANEL

RE

FE

R T

O E

LE

VA

TIO

NS

1 1

/4"

3' - 0"

1"

9"

1' -

1"

STAINLESS STEEL OPEN CASEWORK

STAINLESS STEEL CABINET LEGS

EXISTING STAINLESS STEEL COUNTER

STAINLESS STEEL

PLANTIC LAMINATE -REFER TO INTERIOR ELEVATIONS

PLANTIC LAMINATE -REFER TO INTERIOR ELEVATIONS

STAINLESS STEEL

PLANTIC LAMINATE -REFER TO INTERIOR ELEVATIONS

1"

STAINLESS STEEL FIXED SHELF

6"

1"

EXISTING PONY WALL - TO REMAIN

20 GA. "L" METAL

#10 SCREWS (TYPICAL)

20 GA. METALSTRAPPING

SCHEDULED CEILING - REFER TO REFLECTEDCEILING PLAN

REFER TO REFLECTED

CEILING PLAN

UNDERSIDE OF EXISTING ROOF TRUSS

2"

HOLES FOR ADJUSTABLE SHELF -BRACKETS PER MANUFACTURER'S RECOMMENDATION

ADJUSTABLE PLASTIC LAMINATE SHELF WITH PLASTIC LAMINATE EDGES

SE

E IN

TE

RIO

R E

LE

VA

TIO

NS

1' - 1"

A9.01

16

WIRE PULL

PLASTIC LAMINATE ON ALL EXPOSED SURFACES (TYP)

REFER TO PARTITION TYPES

1X WOOD BLOCKING

CABINET LINER (MELAMINE) ON ALL INTERIOR SURFACES (TYP)

CABINET BACK

16 GAUGE CONTINUOUS MEATL TRACK - CLIP FLANGES AT EACH STUD TO BE CONTINOUS ACROSS 3 METAL STUDS MIN. DECURE WITH 2-#10 SCREWS AT EACH END

(2) #10 SCREWS AT EACH STUD

FRAMED WALL. REFER TO PARTITION TYPES

NOTE: FOR WALL HUNG CABINETS & EQUIPMENT WHERE LOAD DOES NOT EXCEED 30PLF. LOCATE AT TOP AND BOTTOM OF CABINET

GYPSUM BOARD FINISHED SURFACE

6"

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

9075 W

est D

iablo

Drive, T

hird F

loor

Las V

egas, N

evada 8

9148

702.3

67.6

900

1701 D

irecto

rs B

oule

vard

, S

uite 7

70

Austin, T

exas 7

8744

512.4

41.8

200

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CONSULTANTS:

MECHANICAL / PLUMBING / ELECTRICAL

MPE Contact:

A9.01

15291.12

OCTOBER 25, 2017

MISCELLANEOUSDETAILS ANDCEILING DETAILS

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DG Koch Associates LLC2920 S. Jones Blvd Suite 100Las Vegas, NV 89146702.221.5160

LEOBER VICENTE

SCALE: 12" = 1'-0"

CERAMIC TILE TRANSITION2 2SCALE: 12" = 1'-0"

EPOXY TILE TRANSITION 1

SCALE: 6" = 1'-0"

STAINLESS STEEL COVE BASE DETAIL 8

SCALE: 1 1/2" = 1'-0"

4TYPICAL SUSPENDED ACOUSTIC TILE CEILING DETAIL

SCALE: 3/4" = 1'-0"

6KKD DESIGNED RAILINGSCALE: 3/4" = 1'-0"

KKD DESIGNED RAILING 7

SCALE: 1 1/2" = 1'-0"

12CASEWORK SECTIONSCALE: 1 1/2" = 1'-0"

SOFFIT DETAIL 9SCALE: 1 1/2" = 1'-0"

CASEWORK SECTION 10

SCALE: 1 1/2" = 1'-0"

BACKING TRACK DETAIL 16

SHEET:

JOB NO.:

DATE:

SHEET CONTENTS:

PROJECT:

REVISIONS:

EQ1.01

OCTOBER 25, 2017

EQUIPMENTS

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SCALE: 1/2" = 1'-0"

2TRASH BIN BY OTHERSSCALE: 1/2" = 1'-0"

1CONDIMENT COUNTER BY OTHERS

EQUIPMENT BY OWNER