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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
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CONSULTANTS:
MECHANICAL / PLUMBING / ELECTRICAL
MPE Contact:
AS1.01
15291.12
OCTOBER 25, 2017
ARCHITECTURALSITE PLAN
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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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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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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
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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
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
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
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
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
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
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
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CONSULTANTS:
MECHANICAL / PLUMBING / ELECTRICAL
MPE Contact:
A9.01
15291.12
OCTOBER 25, 2017
MISCELLANEOUSDETAILS ANDCEILING DETAILS
KRISPY KREMELONE TREE
KR
ISP
Y K
RE
ME
LO
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7514 P
AR
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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
KRISPY KREMELONE TREE
KR
ISP
Y K
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LO
NE
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7514 P
AR
KW
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DR
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ON
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01
24
SCALE: 1/2" = 1'-0"
2TRASH BIN BY OTHERSSCALE: 1/2" = 1'-0"
1CONDIMENT COUNTER BY OTHERS
EQUIPMENT BY OWNER